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Home My WebLink About1.4-6369 Ph 1 & 2 Record DrawingSTANDARD NOTES 2" GREY CONCRETE CAP BLOCK 1. CONCRETE: MIN. ULTIMATE COMPRESSIVE STRENGTH (28 DAYS): 2000 P.S.I. MAXIMUM SLUMP; R 4 INCHES MIN. CEMENT CONTENT: 5 SACKS PER CUBIC YARD; MAXIMUM WATER CONTENT: ` - I 7.5 GALLONS PER SACK CEMENT. AGGREGATE: ASTM C-33 1-1/2" MAX. 00 2. REINFORCING STEEL: SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. STREET SIDE FACE IN FULLY 1 CONTINUOUS BAR: CONCRETE ... 40 BAR DIA., CONCRETE BLOCK ... 60 BAR DIA. BOND BEAM AT TOP 3. FOUNDATION: SOIL TYPE: SILTY SAND. ALLOWABLE DESIGN BEARING PRESSURE: 1500 PSF 8.0' (D&L). FOOTING SHALL BE PLACED ONLY ON FIRM BEARING AND NOT ON LOOSE SOIL OR ON GREY SPLIT FACE RIVER ROCK PILASTER UNCOMPACTED FILL. 4. CONCRETE BLOCK: HOLLOW CONCRETE UNITS - ASTM C-90 - GRADE "N", GROUTED SOLID. 60'±- CENTERS (SEE SHEET 2) ULTIMATE COMPRESSIVE STRENGTH: 1500 PSI; MORTAR, TYPE "S"...1800 PSI; GROUT: 1 GREY SPLIT FACE COURSE GROUT W/2500 PSI COMPRESSIVE STRENGTH IN 28 DAYS. 5. ALL CONSTRUCTION SHALL CONFORM TO THE 2001 CALIFORNIA BUILDING CODE. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE APPLICABLE ORDINANCES, CODES AND 1 3 REGULATIONS GOVERNING THIS TYPE OF CONSTRUCTION. 6. SAFETY REGULATION: CALIFORNIA ADMIN. CODE, TITLE 8, GENERAL SAFETY ORDERS (CAL OSHA) IS APPLICABLE TO THE CONSTRUCTION OF THIS PROJECT AND PROVISIONS THEREOF MUST BE 6.5' 1' 6.125' FOLLOWED. 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 30' IRRIGATION SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY EASEMENT OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND 2.62' z NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, EACH I SOLID GROUT INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, GRADING PLAN REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 8. DO NOT SCALE DRAWINGS, VERIFY DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED �� DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND 0 U BOND BEAM AT TOP CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 9. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING z DEPARTMENT AND/OR PUBLIC WORKS DEPARTMENT. 10. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. TYP D 1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. GROJTED CELLS 11. WATERPROOF SURFACE WITH 1/4" THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO. L-8. COAT ONLY -PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. & AT 4'-0" MAX CENTERS BELOW 12. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE EACH DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL mw cn BE DETERMINED BY THE CITY ENGINEER. =w RIVER ROCK PILASTER " " u- N m 13. 24 HOUR NOTICE IS REQUIRED PRIOR TO START OF CONSTRUCTION. CALL CITY CONSTRUCTION z 0 AT (805)326-3049 AND CITY PARK DIVISION AT (805)326-3117. o 1 FACE IN FULLY FACET z 14. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF mw U 1 10 x8"x16 BLOCK 0 SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND 3 4 APPROVAL PURSUANT TO BMC SEC. 17.60 110(N). ONE COPY OF, THE SIGN PLAN SHALL ALSO GROUTED CELLS BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL GROUTED CELLS INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE, AND LOCATION OF GREY SPLIT FACE SIGN(S). APPROVAL OF THESE WALL PLANS BY PUBLIC WORKS DIRECTOR DOES NOT INCLUDE 60't CENTERS (SEE SHEET 2) APPROVAL OF ANY SIGNAGE. TYP 15. EXPANSION JOINTS SHALL BE CONSTRUCTED AT 48 FOOT MAXIMUM INTERVALS IN ALL WALLS. EXPANSION JOINTS SHALL BE FREE OF ALL MORTAR AND GROUT FROM THE TOP OF FOOTING TO TOP OF WALL. 1 16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS 8"x8"x16" BLOCKS DEPARTMENT FOR ALL WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. _ GREY SPLIT FACE " " " UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY, BASED ON AN APPROVED ENGINEER'S ESTIMATE, FOR THE WORK TO BE PERFORMED WITHIN THE RIGHT-OF-WAY AND GREY SPLIT FACE 8x8 x16 BLOCKS z INSURANCE REQUIRED SHALL BE PROVIDED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. 42" IRRIGATION PIPE ow U Q z a � Z m_ Q JNA !mW `1ow J 15' // 1 1 1��11 WALL IMPROVEMENT PLANS 1 ST NECREEK BRISBANE TRACT 6369 PHASES I & 2 _ McKEE ROAD _ MC KEE CITY OF BAKERSFIELD KERN COUNTY BENCH MARK TOP CONCRETE MONUMENT AT C/L INTERSECTION McKEE ROAD & MINARET MEADOWS STREET PER TRACT 6124. ELEV. = 349.83 U.S.G.S. 2" GREY CONCRETE BLOCK STREET SIDE BOND BEAM AT TOP- 2" GREY CONCRETE CAP BLOCK & AT 4'-0" MAX R CENTERS BELOW ` - I 00.0 00 #4016" EACH 23/4" STREET SIDE FACE IN FULLY 1 lYP BOND BEAM AT TOP GROUTED CELLS 8.0' GREY SPLIT FACE RIVER ROCK PILASTER 8"x8"x16" BLOCKS 1 10"x8"x16" BLOCK 0 I 60'±- CENTERS (SEE SHEET 2) #5 CONT AT EACH BOND 1 GREY SPLIT FACE BEAM, 4" WIDE 2" DEEP 8"x8"x16" BLOCKS OPENING, TYP 1 3 3.125' WALL of AND LANDSCAPE EASEMENT PER 6.5' 1' 6.125' FINAL MAP 30' IRRIGATION EASEMENT 2.62' z PAD ELEV PER EACH I SOLID GROUT GRADING PLAN BELOW GRADE x. 1 11.88' ?� 12" MIN. �� I 0 U BOND BEAM AT TOP 1 BOND BEAM AT TOP -"'1 � � z L N TYP GROJTED CELLS & AT 4'-0" MAX CENTERS BELOW `#4016" TOP & BOTTOM4-#4 TOP & 3'-9" 4-#4 BOTTOM SPACED AS SHOWN MASONRY WALL 'B' TYPICAL SECTION NO.3 NTS McKEE ROAD: 23+70.87 TO 29+52.17 HUGHES LANE: 15+61.02 TO 22+59.32 ALIFO RNI-4-1- SEE SHEET 2 r------------------ -----------------� + -�--- - - I McKEE ROADI , I. --- --- -- - -- -= --- --- -r- > N 0 O 01 �I ~ z I v o w m o U co �1 PHASE 1 T RA LEICIH DIRIVE PHASE 2 McKD co I- I I1 �w I I am w I = z 0I1 W = I Ico PHASE_1 PHASE 2 I 7 II FER ER ED S D IV i I Q 1- I 1 I 11 w I PR" 1SUMP - KA Rt LY14N EiRIVE a I 1 w I I I I ---J NORTH KEY MAP 1" = 200' LEGEND -�-•- BLOCK WALL WITH PILASTERS NOTE: FTG FOOTING NTS NOT T'0 SCALE FL FLOWLINE O.C. ON CENTER ALL IMPROVEMENTS SHALL BE CONSTRUCTED LP LOW POINT LF LINEAR FEET AS A PART OF PHASE 1. HP HIGH POINT MIN. MINIMl1M B/W BLOCK WALL MAX. MAXIMUM CA CENTER LINE PT POIN-'- S= SLOPE < ANGLE: �2" GREY CONCRETE BLOCK RT RIGHT STREET SIDE it6 4ws�S K LLQ DIVE,34 DATA I ?'t McKEE ROAD S K. RAC ELLE � QWw I J -I Z w m<pz;///i99 J 3 EMERSON = NORTH LD D O < J � � w � J = u TAFT HIGH'vJAY f z z z H❑LLADAY � w , w VICINITY MAP NOT TO SCALE WALL SPECIFICATIONS BLOCK TYPE - 8" SPLIT FACE COLOR - GREY CAP TYPE - MANUFACTURED PILASTER - 10" BLOCKS W/RIVER ROCK APPROVED BY PUBLIC WORKS DII -CTOR: RAUL M. ROJAS R.C.E. 39F);30 -EXP. 12-31 7 D1, TE REVIEWED BY ASST. PUBLIC WORKS DIRECTOR -� f7• c% REVIEWED BY TRAFFIC ENGINEER 3 3-07 _- ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRI_CTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKI=RSFIE.LD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OF DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLAN'S SUBMITTED TO THE CIT' ENGINEE:�?. JFyMtJ K. ULLMAK ILK K-U.t. 1 iDo-r r -Ar. u'3-amu-ui Ur% I u - ESTIMATED QUANTITIES SHEET INDEX PHASE 1 PHASE 2 SHEET BLOCK WALL 1927 LF 512 LF 1. TITLE 2. McKEE RO,A,D 3. HUGHES LANE S T R E E T S I D E F RI\A---R ROCK SEE WALL SECTION FOR EBAR PLACEMENT U 2" GREY CONCRETE CAP BLOCK 2' GREY CONCRETE CAP BLOCK R ` - I 00.0 00 STREET SIDE STREET SIDE 0 0 BOND BEAM AT TOP & AT 4'-0" MAX CENTERS BELOW x#40'6" z EACH a 2 3Y" 4 I FACE IN FULLY BOND BEAM AT TOP 1 BOND BEAM AT TOP -"'1 TYP GROJTED CELLS & AT 4'-0" MAX CENTERS BELOW #4016 EACH & AT 4'-0" MAX CENTERS BELOW EACH o1 RIVER ROCK PILASTER " " 2 3�" I FACE IN FULLY 2 �" 1 FACE IN FULLY FACET 1 10 x8"x16 BLOCK 0 4 GROUTED CELLS TYP GROUTED CELLS GREY SPLIT FACE 60't CENTERS (SEE SHEET 2) TYP 1 8"x8"x16" BLOCKS ( 8 0' GREY SPLIT FACE " " " z RIVER ROCK PILASTER GREY SPLIT FACE 8x8 x16 BLOCKS z �� RIVER ROCK PILASTER r GREY SPLIT FACE 8 x8 x16 BLOCKS 1 1 10"x8"x16" BLOCK 0 m 1 " " 1 10 x8 x16" BLOCK ® #5 CONT AT EACH BOND " " 8x8 x16 BLOCKS R o 60'f CENTERS (SEE SHEET 2) 0 60 � CENTERS (SEE SHEET 2) x w cn BEAM, 4" WIDE 2" DEEP II GREY SPLIT FACE .1 _1 0 U OPENING, TYP #5 CONT AT EACH BOND 8"x8"x16" BLOCKS #5 CONT AT EACH BOND co 1 BEAM, 4" WIDE 2" DEEP o_ a 3 BEAM, 4" WIDE 2" DEEP OPENING, TYP ( z 0 AND LAN SCAPE 6.5' 1' 6.125' OPENING, TYP 8.0 a -j 0 EASEMENT PER 3.125' WALL 3.125 WALL Z 0 a FINAL MAP 30' IRRIGATION AND LANDSCAPE 6.5' 1' 6.125' AND LANDSCAPE 6.5' 1' 6.125' m EASEMENT 2.62' EASEMENT PER EASEMENT PER FINAL MAP 3 z R FINAL MAP 2.62' I 2.62' m 11.88' PAD ELEV PER PAD ELEV PER J xaz GRADING PLAN 1 SOLID GROUT GRADING PLAN` Y_ ¢w ff .::..- _>;. _ J ;.. .s;:;;:; ( BELOW GRADE PAD ELEV PER 1 -j ?y 4f ° ,y%k 0 -r �� ° GRADING PLAN ��z -x- az I N m Z -j Q iv M, N :r u4r . ;: 23a McKEE ROAD x LANE U m SOLID GROUT - �� 2� ---� LANE 2 �--- - �' ^ w HUGHES ro BELOW GRADE HUGHES #4016" TOP -' • • • & BOTTOM iv a � 15 3 -9 4-#4 TOP & IL- 4-�4 BOTTOM SPACED AS SHOWN #4016" TOP . v #4016" TOP & BOTTOM 4'-3 " 4-#4 TOP & & BOTTOM 4 -3 " 4-#4 TOP & 6-#4 BOTTOM MASONRY WALL 'B' 6-#4 BOTTOM MASONRY WALL 'A' SPACED AS SHOWN MASONRY WALL 'A' SPACED AS SHOWN TYPICAL SECTION NO.4 TYPICAL SECTION NO.1 TYPICAL SECTION NO. 242" NTS IRRIGATION HUGHES LANE: 15+17.48 TO 15+61.02 NTS NTS PIPE McKEE ROAD: 16+78.89 TO 18+30.89 McKEE ROAD: 18+86.77 TO 21+49.50 21+49.50 TO 23+54.87 HUGHES LANE: 12+00.87 TO 15+01.48 HUGHES LANE: 10+00.25 TO 11+41.34 it6 4ws�S K LLQ DIVE,34 DATA I ?'t McKEE ROAD S K. RAC ELLE � QWw I J -I Z w m<pz;///i99 J 3 EMERSON = NORTH LD D O < J � � w � J = u TAFT HIGH'vJAY f z z z H❑LLADAY � w , w VICINITY MAP NOT TO SCALE WALL SPECIFICATIONS BLOCK TYPE - 8" SPLIT FACE COLOR - GREY CAP TYPE - MANUFACTURED PILASTER - 10" BLOCKS W/RIVER ROCK APPROVED BY PUBLIC WORKS DII -CTOR: RAUL M. ROJAS R.C.E. 39F);30 -EXP. 12-31 7 D1, TE REVIEWED BY ASST. PUBLIC WORKS DIRECTOR -� f7• c% REVIEWED BY TRAFFIC ENGINEER 3 3-07 _- ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRI_CTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKI=RSFIE.LD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OF DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLAN'S SUBMITTED TO THE CIT' ENGINEE:�?. JFyMtJ K. ULLMAK ILK K-U.t. 1 iDo-r r -Ar. u'3-amu-ui Ur% I u - ESTIMATED QUANTITIES SHEET INDEX PHASE 1 PHASE 2 SHEET BLOCK WALL 1927 LF 512 LF 1. TITLE 2. McKEE RO,A,D 3. HUGHES LANE S T R E E T S I D E F RI\A---R ROCK SEE WALL SECTION FOR EBAR PLACEMENT U R ` - 00.0 00 0 0 L 0 T S I D E PILASTER DETAIL NTS TRACT N0.6369 PHASES 1 & 2 WALL PLAN & PROFILE DRAWN BY : P. YEP DATE : f61: tab 'C YDRA LIC `.ir%c, _I - CIVIL HYDRAULICS rJF STRUCTURAL ��-- DELM;�,RTER & DEIFEL ENGINEERS fouNDAT1oNS - .p DELMARTER & DEIFFL BY: 2901 H ST. ;3 BAKERSFlELD. CA. 93301 PHONE 327-1486 FAX 327-1452 JAI41,_S K. DELMARTER LAND PLANNING SURVEYORS' R.C.E.: 17564 EXPIRES: 6/30/07 LAND LEv> vuNG PROPERTY LINE J )13 NO 14"20 ABBREVIATIONS B/W BLOCK WALL FTG FOOTING PT POINT RT RIGHT F_: N 00 I PAI 0 w Ill rn 00 CO r- + 5 cD 0 6 r` + CD 17 450' LINE OF I SIGHT DISTANCE PER C.O.B. STD T-7 H Q_ N 00 1* I 18 - �- 51 FL M. MD. r - V J N 1 0� 1 �m �3 �m I w cD w LIJ 3 V I co mg3g lama V U W U L0OMtto + + N + 00 CD CD OC) I (I'll I w > 0 l__: N cr_ LL I rn H n Z �i w m I SEE SHEET 10 OF! STREET PLANS & PROFILES FOR McKEE ROAD 19 20 McKEE 21 22 23 : 24 25 26 j - }- - i- - i - - - --- � - = = -1 - -- p - - +- 450' LINE OF _ _ -------- - - - - - - 450' LINE OF SIGHT DISTANCE - i R W so SIGHT DISTANCE -N,,,, ��_ - - - - - BACK OF SIDEWALK / �,o�� C.O.B. STD T-7 _ - ____________= E I . C.O.B. STD T-7 . FL 2 It O cD F c c . m0 w w V)< gc LL J U �h u 00u +- DO f -- 27ROAD 28 29 -T- -T -- +_ - PROPOSED 30' IRRI�;ATION EASEMENT � R/W� B/W-� X-X- _ _ . ___ - _. 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I i.........t.................. t:::::::::t:........ ....:::::i.....:... ..... i::::::::: ................ -i ............. ......... .. .......I........ . } . . . 1. .. I ......... .........t.........1...... .t...,.........t.........+.........}.........t........._.........4......... ..... ....I.........f.........i.........i......... ...................i........ . t i }......... ...... i ...t.........}......... .........f........ {... ... }.........f..:::::::t:::: ' . I }1111.. ;..1 ...1......1 i.........I.........i.........i....... 1......::: :::::::::t:::.:::::':.::: t f.... I.. .....s .....; :.: :...:::�::::::::: ::::::::: :::::::::;...... �.........I......... ...1.111. 1 4.0 SPECIAL INSPECTION NOTES: 4.2 CONSTRUCTION: SPECIAL INSPECTION NOTES_ : SPECIAL INSPECTION AND TESTING, PROVIDED BY THE OWNER, ARE REQUIRED A. OBSERVE TME PLACEMENT OF THE MASONRY UNITS TRACT' NO. 6 36 9 PHASES 1 & 2 FOR THE MASONRY RETAINING WALL STEM TO ASSURE QUALITY AND THE MAKING OF THE MORTAR. VERIFY THAT THE INITIAL BED 1. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING MATERIALS AND CONSTRUCTION. JOINT THICKNESS IS NOT LESS THAN Y4" OR MORE THAN 1*- SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE 4.1 PRE -CONSTRUCTION: SUBSEQUENT BED JOINTS SHALL NOT BE LESS THAN Y4" OR MORE LOCAL BUILDING OFFICIAL. A. VERIFY CORRECT BLOCK TYPE TO BE USED. THAN %- IN THICKNESS. 40 4. V, � 4 � � if • `t. - B. VERIFY CORRECT MORTAR AND GROUT TO BE USED. 2. THE SPECIAL INSPECTIONS IDENTIFIED ARE IN ADDITION TO THOSE 21, , 4 DRAWN BY : P. YEP DATE : �d3 ba B. OBSERVE ALL GROUT PLACEMENTS. C. VERIFY THE LOCATION, SPACING, SIZE AND LAP LENGTH OF VERTICAL REQUIRED BY SECTION 109 OF THE 2001 CALIFORNIA BUILDING CODE. QROFESS/ON REINFORCING DOWEL BARS AND WALL REINFORCEMENT THAT IS C SPACING. l-,, JOINT REINFORCING SIZE, LOCATION, AND l\ , C3 1I.- DE(�� WITHIN PLUS OR MINUS X1" OF THE PLAN DIMENSION AS MEASURED D. VERIFY THAT ALL CONCRETE MASONRY UNITS ARE PLACED IN . X4ti ��' <,o i ELM.kRTER & DEIFEL „ / .n � .- -. �. �. � m NORMAL TO THE WALL AND PLUS OR MINUS 2 IN THE LONGITUDINAL UNIFORM AND TRUE COURSE, LEVEL AND PLUMB WITH A TOLERANCE , s, a F 4 , • I Imo, La Nw 17664 r" DIRECTION. OF Y4 IN 8 , NON -CUMULATIVE. �' BY D. VERIFY THAT MASONRY UNITS ARE CLEAN AND FREE FROM DIRT WHEN E. VERIFY THAT ALL CONCRETE MASONRY UNITS ARE PLACED TO THE � ' * * 2��4_z&,W"C '4 J .0,'34 JAMES K. DELMARTER PLACED IN THE WALL MASONRY UNITS SHALL BE DRY BEFORE DESIRED HEIGHT WITH JOINTS OF UNIFORM THICKNESS. LEVEL, sT CAVI PLACEMENT. PLUMB AND STRAIGHTEN BEFORE THE MORTAR STIFFENS. BOND elf R .E. 17564 EXPIRES: 6/30/07 SHALL BE PLUMB THROUGHOUT. OF CA��i -p F. VERIFY THAT ALL CONCRETE MASONRY UNITS ARE CURED BY DATE: Oq SPRINKLING TWICE A DAY FOR MINIMUM OF 2 DAYS. 1 - ___�z zz NOTE: ALL WALL OFFSETS LISTED HEREC[NI ARE TO THE BACK OF WALL SCALES HORIZ: 1''=50' VERT: 1'' = c'' 30 . .. 7 ......... ......... .. 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I ................. . :: . . ........ ......... \VALL PLAN & PROFILE swTA"ON SHEET :>_-_ HYDRAUUCS OF _S CIVIL STRUCTURAL''`:.:.. -- /ENGINEERS FOUNDATIONS clk DELMARTER & DEIFY 2901 N ST. #3 BAKERSFIELD, CA. 93301 PHONE 327-1486 FAX 327-1452 LAND PLANNING ISURVEYORSj LAND LEVELING J013 NO. 14" 20 1.1 1% It. 6, I J MN 00 V I m z 5 w m u7 N O O + O T 450' LINE OF SIGHT DISTANCE PER C.O.B. STD T-7 1 ABBREVIATIONS B/W BLOCK WALL FTG FOOTING PT POINT RT RIGHT J 004\ 00 V I 3 m w w J U N O O O + O T J MN 00 V I 3 m w V) J U N O O CO + O T J J J J 04 00 04^1 T 1000 u7 0) Lo o0 0y0 to^ u7 V V W W I 3\�\ I I I w Ill mIll III > aWZW NwN LL Zz LL Vyv T / NU + U + T w N � w + T T + Y T T I JIJ JIJ O '^ (�1 MT U-) W W V V I I I I 333 mm mm zw a'w o_ F- m v� 00 r a C5 J ^ J + U + U U) ) T ' N N T T I 'may I A)2 srj F� I4a1 Q A�� I A' '9 `9sr 11 12 -� - - J N M o6 V I 3 m ct Li N T J J J � J J J J J J J J J J J J J -J -� N J N N N N N 04 04 N N N N N N N N 04 N N N T T T T T T T T T T T �T\ T T T T T T T y y y y o6 06 06 o6 00 00 000000 000 000 00 00 0000 00V0 000 000 000 00 00 �I-� V I I 1 V '14-'� V V V V V V V V ILLI I I I I I I I I I I I I I I I I I I IU) 3 w 3 �\ 33 3 3 3 3 3 3 3 3 3 �w m m > m m m mm CV1r m m > m m m m m m m m m m m z w o- tY w o- w w of o- w offt cl� o W W p W Z L' I W W I L1J F- H p FW- F-- ILLI W- H F- F- FW- H fW W N V) N W N W ( co N (n (n (n V) U) V) (n Cn \ g g g 00� °°g Q Q g g = g g g g g �m a a w a � CL Do a = I= a a C7 a a a a. a. a a n p T � ^ ^ vw J J w J O-1 J 0- CL J J -i J J \ J J J J J -� F- ( -) - U U � U Lc) +U I U U U U U U U U U U U �g Lo V7 w y M T I T T T T T T T T T T T u) 00 N N Oop Lo la— O ro O u7 I� J � O O T O + + + + + + + + + + + + + + + N U U7 Lo I 00 00 O N N N N T T T T T T T BACK i t O R/W OF WALL X 0 cI —�c�c�c � �c ��c--X---X— —X—X- —ac—�c—�c�c�c �c—ac --�c �c-�c�c �c —�c -cmc —=� --jcc x— —X --x x x — `3r h� �, � � � 'h O 6 D Q F� w�� _ �_ _ ��, . �'� �� o -�� s� h ��- yo O fro O O Q O Q _ _ _ _ - - ----- _ SEE SHEET NO. 2 450' LINE OF SIGHT DISTANCE j - - - - - - �- 450' LINE OF SIGHT DISTANCE `so PER C.O.B. STD T-7 ,� I BACK OF SIDEWALK PROPOSED 30 IRRIGATION EASEMENT - - - - - PER C.O.B. STD T-7 13 14 15 - �16 17 18 19 - - - - - - 20 21 22 23 - - -+ - � I I - - -�- - - -� - _ --►= - � LANE -� - -r - - HUGHES SEE SHEET 11 OF STREET PLANS & PROFILES FOR HUGHES LANE 23+20.69 NOTE: ALL WALL OFFSETS LISTED HEREON ARE TO THE BACK OF WALL SCALES HO RIZ: 1" =50:' VERT: 1"= 2" 4 A- I+ ' �- 77DATE �. tlm, aV'°ai TRACT NO.6369 PHASES 1 & 2 ��ALL PLAN & PROFILE eROFESS/ pDRAWN BY P. YEP DATE - 034-014.1 SI. Df(��y F� s ELM 'aRTER & DEIFEL Na 17564 EqL 6/30/a7 * BY: JAMES K. DELM RTER C►V11.Eo��`� R.C. .: 7564 EXPIRES: 6/30/07 OF CAIS DATE: 3— Df(07 WALL PLAN PHASE 1 & 2 SANITATION SHEET CIVIL HYDRAULICS ._ OF -1- ENGINEERS FOUNDATIONS DELMARTER & DEIFI=L 2901 H ST. /3 BAKERSFIELD, CA. 93301 PHONE 327-1486 FAX 327-1452 LAND PLANNINGSURVEYORS ` LAND LEVELING PROPERTY LINE JCB NO. 141_20