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1.4-6454 Record Drawing
MASONRY WALL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE UNIFORM BUILDING CODE, CURRENT EDITION. 2. CONCRETE SHALL CONFORM TO THE FOLLOWING: CEMENT. PORTLAND CEMENT, TYPE II, ASTM C-150 AGGREGATE: ASTM C-33, 1 1/2" MAXIMUM WATER: CLEAN AND DRINKABLE MINIMUM ULTIMATE COMPRESSIVE STRENGTH - CLASS "B" CONCRETE (28 DAYS): 2500 PSI MAXIMUM SLUMP: 4 INCHES MINIMUM CEMENT CONTENT: 5 SACKS PER CUBIC YARD MAXIMUM WATER CONTENT. 7.5 GALLONS PER SACK CEMENT ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER 3. REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING: SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 40. CONTINUOUS BAR LENGTH: CONCRETE FOOTING: 40 BAR DIAMETER BLOCK WALL: 48 BAR DIAMETER 4. FOUNDATION SHALL CONFORM TO THE FOLLOWING: SOIL TYPE: SILTY SAND FOR ALLOWABLE SOIL BEARING VALUES REFER TO SOIL BEARING SCHEDULE OR THE SOILS REPORT, AS PR VIDEu FOOTING SHALL BE PLACED ONLY ON FIRM BEARING AND NOT ON LOOSE SOIL OR ON UNCOMPACTED FILL. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM RELATIVE DENSITY AS DETERMINED BY ASTM D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 5. MASONRY UNITS SHALL CONFORM TO THE FOLLOWING: HOLLOW CONCRETE UNITS: ASTM C-90, GRADE "N", GROUTED SOLID ULTIMATE COMPRESSIVE STRENGTH: 1500 PSI MORTAR: TYPE "S" - 1200 PSI 0 7 DAYS & 1800 PSI 0 28 DAYS. GROUT: COARSE GROUT - 1500 PSI 0 7 DAYS & 2500 PSI O 28 DAYS. CONCRETE BLOCKS: MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPER TION GROUT ALL CAVITIES TO 24" ABOVE HIGHEST GRADE. GROUT SOLID ALL CELLS WITH REBAR GROUT ALL CELLS WITH VERTICAL REBAR TO TOP OF WALL. LOWER 3 COURSES ARE TO BE ALLOWED TO CURE FOR 3 FULL DAYS AFTER GROUTING & PRIOR 70 PLACING OR SETTING ADDITIONA BLOCK COURSE THEREON. PARKWAY WALLS & PILASTERS: BLOCK COURSE THEREON. BLOCK TYPE/SIZE:$"-8* 16"x16 - & 6"x8"x16" SPLITFACE 68 -xl-6 x8 PLAIN GREY CAP TYPE/SIZE: 6x2 x1 PLAIN GREY COLOR: GREY PATTERN: STACKED BOND 6. PILASTERS TO BE CONSTRUCTED OF MATERIALS & PATTERNS AS SHOWN ON DETAILS ON SHEET 1. 7. CONTRACTOR SHALL ADJUST TRENCH DEPTH TO ENSURE THAT THERE IS SIX INCHES (6") MINIMUM COVER OVER FOOTING. S. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE U.B.C. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE APPLICABLE ORDINANCES, CODES AND REGULATIONS GOVERNING THIS TYPE OF CONSTRUCTION. 9. 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 FOLLOWED. 10. PRIOR TO START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT (661) 326-3049 AND PARKS DEPARTMENT (661) 326-3117 SHALL BE GIVEN 24 HOURS NOTICE. 11. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 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. 12. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS, DATA AND MEASUREMENTS A THE BUILDING SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 13. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPARTMENT. 14. WATERPROOF SURFACE WITH 1/4" THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO. L-8. COAT ONLY THAT PORTION FROM FINISH GRADE TO FOOTING. ALL OTHER SURFACES ABOVE GROUND LEVEL SHALL BE SEALED WITH A CLEAR COAT SEALER SUCH AS "AQUA SEAL" OR APPROVED EQUAL 15. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER AND/OR BUILDING INSPECTOR. 16. HEIGHT OF WALL SHALL BE 6'-0" (MINIMUM) AS MEASURED FROM GROUND ATI HIGHEST SIDE OF WALL, UNLESS NOTED OTHERWISE ON PLANS. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING THE AREA ALONG THE WALL LINE. 18. BACKFILL BEHIND WALL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 19. LOCATE VERTICAL CONTROL JOINTS IN FOUNDATIONS AND WALLS AT STEPS IN FOUNDATIONS, & AT PILASTERS. EXPANSION JOINTS SHALL BE CONSTRUCTED AT 48 FT. MAXIMUM INTERVALS IN ALL WALLS. MINIMIZE CUTTING OF MASONRY UNITS. CONTROL JOINTS SHALL BE PLUMB AND OF THE SAME THICKNESS AS THE OTHER MORTAR JOINTS. CONTROL JOINTS IN FOUNDATIONS SHALL BE PLACED TO COINCIDE WITH CONTROL JOINTS IN WALLS. ALL JOINTS ARE TO BE 3/8" MINIMUM WIDTH AND VOID OF MORTAR, AND GROUT FROM TOP OF FOOTING TO TOP OF WALL. 20. CONTRACTOR SHALL OBTAIN A COPY OF UTILITY COMPOSITE AT THE OFFICE OF THE ENGINEER PRIOR TO COMMENCING WORK. 21 FOOTINGTWO (2)SSHALL INCHES. NOT EXCEED THE ANY FORM WORK�NECESSARY TODTH SHOWN NTHE MAINTAIN ANS BY MORE THAN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED TOP OF GRADE AT LEAST SIXTEEN (16) INCHES, OR THE DEPTH OF FOOTING, WHICHEVER IS MORE. 22. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING LANDSCAPING AND OTHER IMPROVEMENTS. ANY LANDSCAPING, IRRIGATION FACILITIES OR OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 23. ACTUAL NUMBER OF COURSES MAY VARY FROM NUMBER OF COURSES SHOWN SCHEMATICALLY HEREON. 24. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 -FOOT CHORDS. VERTICAL AND HORIZONTAL MORTAR JOINTS SHALL BE 1/2"t 1/8". 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. 25. 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. 26. BLOCK SHALL NOT BE LAID AT SUCH A RATE TO CAUSE DEFORMATION OF LOWER MORTAR COURSES. 27. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF 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 ALSO SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE, AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL ON ANY SIGNAGE. NOTE: ON ALL WALLS, CONTRACTOR SHALL CONSTRUCT "WEEP HOLES" BY ELIMINATING VERTICAL MORTAR JOINT AS INDICATED ON STRUCTURAL SEC11ONS ON FIRST COURSE ABOVE LOWEST GRADE, EXCEPT WHERE RETAINING HEIGHT EXCEEDS 2'-0", CONTRACTOR SHALL PROVIDE A 4" 0 PERFORATED PVC DRAIN UNE WITH A MINIMUM OF 1 CUBIC FOOT PER LINEAR FOOT OF WALL OF COMPACTED 1/2" GRAVEL BEHIND WALL, WITH 4" 4 WEEP HOLES AT 10' O.C. MAXIMUM. 3/8' CONT. VERT. RAKED JOINT FULL HT.--, TYP. VERT REINF. BAR EA. SIDE OF JOINT • _ CUT ALTERNATE HORIZ REINF. 0 E.J. (U.N.O.) ALL HORIZ REINF. FOR LINTEL, TOP OF WALL, VERT BOND BEAM, AND OTHER SPECIAL RE1W. SHALL EXP. `T• CONTINUE THRU JOINT. D MASONRY EXPANSION JOINT 1 N.T.S. CITY OF BAKERSFIELD COUNTY OF KERN CALIFORNIA -MASONRY 3* -7t 6.1n Mas w/ 04 @ 48.in o/c NOTES 1. Concrete masonry grade iuous N units, medium weight 2. Grade 40 re -bar 3. Sod bearing: 2500 psf 1 j after 12" scarification & E re -compaction (pad grading) 4. Footing: Class B concrete 5. Fc = 2500 psi 6. Grout all cells containing t 0 rebar horizontal & vertical lap bars min. 48 dia. (24 in.) --� ♦�Oi� TRACT NO. 6454 WALL CONSTRUCTION PLANS A PAR KWAY WALL 1 NON -RETAINING N.T.S. 3" 3" 6.in Mas w/ #F4 @ 48.in o1c NOTES 1. Concrete masonry grade 3 - No.5 bar continuous N units, medium weight 32 O.C. lap bar min. 2. Grade 40 re -bar 48 dia. (30 in.) 3. Soil bearing: 2500 psf after 12" scarification & re -compaction (pad grading) s-0" s'.o" 4. Footing: Class B concrete 5. Fc = 2500 psi Cold joint (1'i lift). 6. Top: grout all cells containing & mortar fillet rebar horizontal & vertical 7. Retaining : grout all cells solid lap bars min. 48 dia. 8.in Mas %W 05 @ 483n o% PAD Extend 24" into 8" block Solid Grout, Va. stem @ 48 in. O.0 2 No.4 continuous bend into, lap bars min. lap 48 dia. min. (24 in.) 40 dia. (25 in.) if stem spilt3--v I-V 2 314" CL bar 2" space min. 2" 6" No. 4 lateral bar in. O.C. -tie to stem & or Longitudinal bars 6 L tt 3 - NoA longitudinal bars continuous. Lap bars min. 40 dia. (20 in.) Jr_ r4r "Omit head joints, alternate blocks 16" O.C. for drainage rte" PARKWAY WALL UP TO 3'-0" RETAINING N.T.S. STONE VENEER 166x16'x8' HIGH HOLLOW MASONRY UNIT I i 6'x8'x16' GREY II II SPUTFACE BLOCK #3 REBAR HOOPS 0 24"O.C. HORIZ I Z X GROUT SOLID TO TOP I OF PILASTER I I 1 #4 VERT. BAR 0 EACH CORNER BEND INTO FOOTING I I I I ENSURE 6" MIN. COVER OVER FOOTING I I 1 (IIF 2- #4 BARS HORIZ Tpp EA. WAY ' OOnN a • G 00 3' 3' OTE. N CLR. CLR. WATERPROOF PER C.O.B. (TYP.) 3'-0" BELOW GR(ADE). ALL SIDES C PILASTER STRUCTURAL SECTION & FINISH 16" SQUARE PILASTER N.T.S. 16" • • SPUTFACE SIDE in • • 16"x16'xr HIGH HOLLOW MASONRY UNIT STONE VENEER P09 RIVER ROCK AS MANUFACTURED BY ARROYO STONE CO. (661) 323-9331 OR SAN JOAQUIN STONE (661) 319-4255; INSTALL PER MANUFACTURER'S SPECS. PLAN VIEW 8 9 10 14 15 It 17 18 19 20 21 22 I 23 I 1 x I� 24 -� 26 1 27 7 I 6 I 5 I 4 I 3 I 2 I 1 62 1 63 1 64 1 65 1 66 1 67 1 68 I �, 61 1 60 1 59 AMUR COURT AUTO SALVAGE YARD 56 1 57 1 58 5�5 -.... 42 54 43 53 44 52 45 -51 46 3 - No.5 bar conn iuous 49 48 Z 32 O.C. lap bi r min. 1 j 38 E 48 dia. (30 in. TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF 36 - 35 s-cr 3 O t 0 N UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS 34 s -s" SALVAGE YARD ® SHEET NUMBER -1 No.4 lateral bar 24 in. MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF ENGINEER J O.C. -fie to stem & or 33 3 1930 22nd STREET longitudinal bars QROFESS/0 Nq� BAKERSFIELD, CA. 93301 (559) 684-8900 [AD ' omit head joints alternate �oN 21 CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. blocks (16 in O.0 for drainage No. C 067602 -e Z 3 w 4 MAX ° FINISHED PAD" -1`s I;'- NA I T PUBLIC WORKS DIRECTOR 0 114'11 2$ MIN) 2 -- - 3" ;,!'�.,''� 2 - No.4 longitudinal bars DATE:77777/ w continuous in center lap bars min. 40 dia. (20 in.) F8 74r P I CAL SECTION A PAR KWAY WALL 1 NON -RETAINING N.T.S. 3" 3" 6.in Mas w/ #F4 @ 48.in o1c NOTES 1. Concrete masonry grade 3 - No.5 bar continuous N units, medium weight 32 O.C. lap bar min. 2. Grade 40 re -bar 48 dia. (30 in.) 3. Soil bearing: 2500 psf after 12" scarification & re -compaction (pad grading) s-0" s'.o" 4. Footing: Class B concrete 5. Fc = 2500 psi Cold joint (1'i lift). 6. Top: grout all cells containing & mortar fillet rebar horizontal & vertical 7. Retaining : grout all cells solid lap bars min. 48 dia. 8.in Mas %W 05 @ 483n o% PAD Extend 24" into 8" block Solid Grout, Va. stem @ 48 in. O.0 2 No.4 continuous bend into, lap bars min. lap 48 dia. min. (24 in.) 40 dia. (25 in.) if stem spilt3--v I-V 2 314" CL bar 2" space min. 2" 6" No. 4 lateral bar in. O.C. -tie to stem & or Longitudinal bars 6 L tt 3 - NoA longitudinal bars continuous. Lap bars min. 40 dia. (20 in.) Jr_ r4r "Omit head joints, alternate blocks 16" O.C. for drainage rte" PARKWAY WALL UP TO 3'-0" RETAINING N.T.S. STONE VENEER 166x16'x8' HIGH HOLLOW MASONRY UNIT I i 6'x8'x16' GREY II II SPUTFACE BLOCK #3 REBAR HOOPS 0 24"O.C. HORIZ I Z X GROUT SOLID TO TOP I OF PILASTER I I 1 #4 VERT. BAR 0 EACH CORNER BEND INTO FOOTING I I I I ENSURE 6" MIN. COVER OVER FOOTING I I 1 (IIF 2- #4 BARS HORIZ Tpp EA. WAY ' OOnN a • G 00 3' 3' OTE. N CLR. CLR. WATERPROOF PER C.O.B. (TYP.) 3'-0" BELOW GR(ADE). ALL SIDES C PILASTER STRUCTURAL SECTION & FINISH 16" SQUARE PILASTER N.T.S. 16" • • SPUTFACE SIDE in • • 16"x16'xr HIGH HOLLOW MASONRY UNIT STONE VENEER P09 RIVER ROCK AS MANUFACTURED BY ARROYO STONE CO. (661) 323-9331 OR SAN JOAQUIN STONE (661) 319-4255; INSTALL PER MANUFACTURER'S SPECS. PLAN VIEW 8 9 10 14 15 It 17 18 19 20 21 22 I 23 I 1 x I� 24 -� 26 1 27 7 I 6 I 5 I 4 I 3 I 2 I 1 62 1 63 1 64 1 65 1 66 1 67 1 68 I �, 61 1 60 1 59 AMUR COURT AUTO SALVAGE YARD 56 1 57 1 58 5�5 -.... 42 54 43 53 44 52 45 -51 46 50 47 49 48 28 1 29 1 30 1 31 32 I �r HOSKING AVENUE 41 BERKSHIRE 11 AVENUE ra � 40 PROJECT Z SITE 39 1 j 38 E 37 TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF 36 - 35 2. PLAN & PROFILE HOSKING AVENUE 3 O t 0 N UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS 34 0 - SALVAGE YARD ® SHEET NUMBER -1 tr OWNER/SUBDIVIDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF ENGINEER J M_ 33 3 VICINITY MAP N.T.S. BENCHMARK TOP OF 6" CONCRETE MONUMENT BERKSHIRE 11 AVENUE ra NO. � w PROJECT Z SITE ELEVATION USED = 352.29 U.S.G.S. (CITY HOSKING AVENUE _ O TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF 99 RECORD OR NOT SHOWN ON THIS DRAWING. w = J 2. PLAN & PROFILE HOSKING AVENUE 3 O 3. PLAN & PROFILE WIBLE ROAD N VICINITY MAP N.T.S. BENCHMARK TOP OF 6" CONCRETE MONUMENT IN LAMPHOLE ON THE CENTERLINE OF LIBBY COURT, PER TRACT MAP NO. 5362 - UNIT 2, M.B. 46, PGS. 171-172. Z OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ELEVATION USED = 352.29 U.S.G.S. (CITY DATUM) SHEET INDEX O TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF 1. COVER SHEET RECORD OR NOT SHOWN ON THIS DRAWING. LOT LINE 2. PLAN & PROFILE HOSKING AVENUE V) 3. PLAN & PROFILE WIBLE ROAD 5.5' UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS 4. PLAN & PROFILE WIBLE ROAD AND SALVAGE YARD ® SHEET NUMBER -1 THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER OWNER/SUBDIVIDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF ENGINEER PALMA HOMES DEWALT CORPORATION 145 NORTH "N" STREET, SUITE "A" THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 1930 22nd STREET TULARE, CA. 92374 QROFESS/0 Nq� BAKERSFIELD, CA. 93301 (559) 684-8900 STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION (661) 323-4600 LIST OF ESTIMATED MATERIALS QUANTITIES ITEM UNIT 5 STANDARD PARKWAY NON -RETAINING WALL 1615 L.F. STANDARD PARKWAY RETAINING WALL e 482 L.F. STANDARD PILASTERS 24 EA. NORTH INDEX MAP Exp. NORTH :°'� 1"=100' �q� CI Vit ���P Z�Z Y ID 7 " ' F/4 A OFCA\5 L. ALBE TO LOPEZ R.C. . 67602 EXP. 06/30/07 DATE 7.00' to 10.00' 9.625' to 6.625' (VARIES) (VARIES) LANDSCAPE & WALL EASEMENT E 1 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES REVIEWED BY: OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH Z OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE 6.125' ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. (0.50' THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES O TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. LOT LINE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR V) COMPLETENESS OF ANY SUCH INFORMATION OR DATA. 5.5' UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS 2' PRIOR TO CONSTRUCTION. 1-800-227-2600 11 ENGINEER'S STATEMENT -1 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 INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. „ i QROFESS/0 Nq� ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, 1 STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION 0ERTO4p Fy SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON �oN 21 CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. {M 2X No. C 067602 -e Z 3 INDEX MAP Exp. NORTH :°'� 1"=100' �q� CI Vit ���P Z�Z Y ID 7 " ' F/4 A OFCA\5 L. ALBE TO LOPEZ R.C. . 67602 EXP. 06/30/07 DATE 7.00' to 10.00' 9.625' to 6.625' (VARIES) (VARIES) LANDSCAPE & WALL EASEMENT E 1 DATE DATE DATE I o d' rnl W U N W M 0 UJ (0 a Nv Z wQ 0 Q M 0 cc UJ 'q- z UJ1 O �r U V) M • r� w N N(0 2 IL cal W W O Z J x e W J Z Z Z W J CL 10 C? Z ax Ill W Z 5 Z W N R/W REVIEWED BY: Z w 6.125' 10' (0.50' O LANDSCAPE AREA LOT LINE V) 0.625' 5.5' 2' 6' 2' o 11 J -1 N J OR C TRAFFIC ENGINEER M i 1 o {M 2X FINISHED PAD -OR- T PLA Z 3 w 4 MAX ° FINISHED PAD" -1`s I;'- NA I T PUBLIC WORKS DIRECTOR 0 114'11 2$ MIN) 2 CORRECTI :tom CY: ;,!'�.,''� DATE:77777/ w F8 _ :vF :APPROVED BY: P I CAL SECTION - RAUL M. R JAS, R.C.E. 39880, EXP. 12-31-07 W BLE ROAD & HOSKING AVENUE N.T.S. PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE DATE DATE I o d' rnl W U N W M 0 UJ (0 a Nv Z wQ 0 Q M 0 cc UJ 'q- z UJ1 O �r U V) M • r� w N N(0 2 IL cal W W O Z J x e W J Z Z Z W J CL 10 C? Z ax Ill W Z 5 Z W N w Z w 3 C O V) oo c o o 11 J -1 N J M i o {M v Z 3 w 0 CL m 0 ti O w F8 SHEET 1 OFA 4 1® w p w 3 C oo c o o O J -1 N J M o U1 r, J Lo v Z 3 w 0 CL m 0 U O SHEET 1 OFA 4 1® o 20 40 80 IN FEET Horz. I inch = 40 ft. Vert. I inch = 2 ft. $4 is R RIO GRAND DRIVE Ig 2 27 8V E OF SIGH --- Q)mi . I DUNE OF -qGHI -H Q) A.= 10+00.00 E. NUZAINU AVtNUt 10 I ---------- -- ------ -- - --- -------------------- -------------------------- ---------- ------------------------ --------- - ----- ----------- Rd mom: ------------------- ---------- ------------------------ .... i;0000�l ---- -- 0000�l -- ------------------- --------- -------------------------------- ------ ---------------- ------ --- -------------------- ------------------------------- ---------- ------ -------------------- --- FINISHED GRADE '%� ON STREET SIDE----, OF WALL SEE SHEET J WIBLE ROAD Z 3 3 b t� Z - ba lo, "os. v, iz 30 29 q iz 31 a 32 55.4 —UNE OF SIGHT :# IBM dow =L,INE OF gwr— - k STA.= IU+UU.UU N. OF SIGHT' STA.= 16+65.00 E. HOSKING AVENUE Co Z" A rSTA HO VV [ & WIBLE ROAD ---------------- -Jbwff� 12+00 li+00 L OF SIGHT 14700 /Z)*UU f6+0 INE LZ ----------- -------- --- ------- - - ------------- F% STA.= 10+00.00 N. STA.= 11+54.99 E. HOSKING AVENUE— ,& ww o & RIO GRAND DRIVE HOSHING AVENUE NOTE: ALL STATIONING IS ALONG CENTERLINE OF STREET AND OFFSETS ARE TO BACK OF WALL, UNLESS NOTED OTHERWISE. 11 12 ------------------------- ----------- ------- -------- -------------------------------- I ----------------------- P Z ------------------ ---------------- ----------------- i�* - --------------------- -------------- - ------ 6� Zzll :5 O ........... ------- -- -------------------------------- --- ...... .......... ...... -i- W = 361.50 ------------------------------ ----- ---------------------- ------------- ------- - ------------- --- ------------- ----------- ----------------------- -------------- ------ FINISHED PAD ON LOT SIDE ----- ------ OF --WALL ---------- --------------- - ------------- lF = 354.13 - -- - --------------------- ----------------------------- ---- - - ----- ---- -- ------------------- - --------- ---------------- -------- - -------------- ---- -------------------------- .............. ----------- --------- -- ------------- ------------------ -------- ------- ---- - -- ----------------- - ------------------------- -------------- : 135.19 L.F. Ico T.F. Po Jek� :ljV ------------------- - ---------- 1314 -7 ------------------ ----------------- --------------------------- ------ - --- - ------- -------- ------------------------------- ------------------------ ---------------------------- ------------------- ------------------------------------- - --- ------- ---------- --------- -------------------------------------------------------- ------------------ -----............................ ------ ---------------- ---------- - --- ---- . S ------ I-, ------- --------------------- ------------ ---------- ----- - ---------- -- -------- -------- ---------------------------- ---------- s -------------------- ------- --------- ------------------------------------------- ........... ------------------------- ---------------- --- --- -- ----------- T W = 361.40 -- -------------- ------- ;L --------- -------- ---- ------------------ ------- ------------ --- - ---------------------- -------------------------------- ------- - -------- ------ .. ----------------------- -------------- --------------- ---------------- --------------------------- -------------- ------------- - ---------------- -------------------- --------- ----- -------- --- - ------ ------------- PILASTER (TYP-) -- -- --------- ---- - ---------- --------------------------- <------------t----------------------- Ab a ------- - ------- --------- Q6 QJQ ---------- ----------------------- --- ---------- ------ ------------ --- ------- ------- ------- - --------------------- --------------- --------------- nNISHED PAD ON BOTH ',SIDES OF: WALL ------------- -------------- ------------- --- -------------- ------- - ------------- -------- ------- -------------- -- --- - ------ o,/P ------------ ------------- -------- ----------------- ----- ------------ ------- :;;;; - ------ TF = 354.03 ------ 7 ....... ....... ------------ I ---------- - ------------------- ----- ------------- --------- -- ---------- ---- --- ------------------- -- GUT7ER FLOKINE PROFILE -------------------- - ...... ---------------------- ------------------ --- ------ ----------- ------- ------------- ----------------- ------------------ --------------------------------- ------------- ------ ------------------------ ----- ------------- .... ......... ------ --------------------------------- --------------------------------- ------------------------------------------ - ---------- ------------------- ---- -------------------------------------------------- rA --------------------------- ----------------------------------------------- ----------- - ---------------------------------- -------------- ------------------------ 419.42 L.F:: ---------------------------- ---- --------------------------- ----------- ------ ---- ------------------ ............ - -------------- -- -------------- ------------------ ----------------- ------------- ----------- ---------- --------- ---------------- -------------- - - - -------------------- -- — -------- ----------------------------------------- 15 Joe am ------------------- 17 ice. c offmw YY 348 ---------------------------------------------- ------ --------------------------- ---- ------ - - -- - - -- ------- ----- ------- - ------ --- - ------ - ---- -------- - - - - ---------- :E xpfA!wv CIVI X ----------------------------------------- ------- ------------ lf�z,-: -------------------- ----- -------------- --------------- ------ - - --- -- - --------- - - ---- -- ------------------ --------------------- le ------- - -------- ---------- ------------- - - - --------------------------------- - --------------- ------------------ Pt� .......... 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