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Home My WebLink About1.4-6921VICINITY MAP NOT TO SCALE . KEY MAP SCALE 1" =200' UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLAINS. ALL CHANCES TO THE PLANS MUST BE IN WRITING AND DUST BE APPROVED BY THE PREPARER OF THESE PLANS. {Y� O � J W m U� Dw CC.) � � s V- (0 0 2" GROUT CAP #4 0 48" O.C; STREET SIDE OMIT HERO JOINTS O FG FINISHED G2AI 6" MIN `t A 41RA S(DL L)RI VE TRACT NO. 6921 CITY OF BA... COUNTY OF KERN STATE OF CALIFORNIA 0 i Q" 1 VV i #4 CON T. i 1 1 1 1 LOT SIDE i f Z t,9 1 4 CONT. 0 32" O.C. > i a t 1 0. RNI SHED -GRADE z CTR #4 0 24" O.C. WATERPROOF SURFACE TO FG 10" a NT . �l 10 - " #4 CO arc 0 (BOTH SIDES) t� X M� Olt #4 0 24" O.C. " a 3 NO 3" TYP TYP WALL SECTION 1 SCALE :" CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRAC710ES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME 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 CON TRA C TOR 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. GENERAL STRUCTURAL NOTES. GENERAL A. All work shall be performed in accordance with applicable sections of the California Building Code Current Edition FOUNDATIONS A. For allowable soil bearing values refer to the Krazon & Associates Soils Report KA No. 022 - 06251, Dated 1-- 23-07. Updated KA No. 026-- 13316, Dated 7- 19 --13. 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. Be Concrete Mix Design For Footings and Well Grouting: 1. Class "B" Concrete, 2500 PSI 0 28 Drays. 2. 5.0 Sacks of Cement (min) per Cubic Yard. 3. 1 1/2" Ag regate (max). 4. 4" Slump max). C. Admixtures: Only as approved by the Engineer. MASONRY A. Materials: 1. Concrete Block Masonry Units: ASTM C -90 2. Reinforcing Materials: ASTM A615, Grade 40 deformed. 3. Admixtures: Only as approved by the Engineer. Be Mortar: 1. Strength: Type S. 1200 PSI 0 7 days and 1800 PSI 0 28 days. C. Grout: 1. Strength: 1500 PSI 0 7 days and 2500 PSI 0 28 days. 2. Concrete block masonry units shall be dry and clean before grouting operation. 3. "Wet- -setting" of the first course of block will be allowed. SHEET INDEX. SHEET N0. DESCRIPTION 1 COVER SHEET 2 MIRA SOL WALL PLANS QUANTITIES WALL SECTION 1 328 LF BASIS OF BEARING: THE BEARING OF N 89'23' 17" W SHOWN FOR THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 23, T. 29 S., R. 26 E. ON RECORD OF SURVEY, FILED IN BOO{ 25 OF RECORD OF SURVEYS AT PAGE 24 WAS USED AS THE BASIS OF BEARINGS SHOYIN HEREON. BENCH MARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE OF ALLEN ROAD AND THE SOUTHERLY PROPERTY LINE OF ALBERTSON'S. ELEVA11ON = 364.63' (PER C.O.B. BENCHMARK BOOK) NOTES MWIM 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CITY COSST. INSPECTION DEPARTMENT 326 -3049 PARKS DEPARTMENT 326 - -3117 GENERAL NOTES 1. BLOCK TYPE: MORTARED CONCRETE BLOCK SIZE WALL: 6 "x 8 "x 16" COLOR: STANDARD GREY PATTERN: RUNNING BOND CAS': AS SHOWN 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY /ROW LINE. 3. HEIGHT OF WALL SHALL BE 6'--0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. WALL IS TO BE CAPPED AS NOTED ON PLAN. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 6. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. 7. 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. 8. 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. 9. WATER PROOF SURFACE WITH 1/4"" THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L --8 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, 10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF 60' IN WALLS WITHOUT PILASTERS. 11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS, 0) � 0 o � GROUTED CELLS ONLY. NO BROKEN BLOCK WILL BE ALLOWED IN GRO .� 0 Of < Q r SHALL BE LONE WITH SAWCU TS. 04 O Z 0p z U Of 4fi W A: z � I m d J ° d < :3 W W 0 �- W (0 ' > CL dLL-� N W m W m a le aC Y W M cn HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1/2 �1 /8"'. ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN � IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK i GROUTED CELLS ONLY. NO BROKEN BLOCK WILL BE ALLOWED IN GRO .� 0 WILL BE ALLOWED. ALL CONSTRUCTION OF NON - MODULAR PIECES WILL � C. --. M r SHALL BE LONE WITH SAWCU TS. 04 12. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. z 13. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO W A: COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST CONTRACTOR SHALL BE RESPONSIBLE FOR w Q � REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- TION AHEAD OF THE CONSTRUCTION. 14. 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. 15. PRIOR TO INSTALLATION OF ANY SI GNAGE, 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 BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERI -ALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGN AGE. 16. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2 "e ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS. 17. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT --OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 18. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC FIGHT- -OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. ENGINEER'S 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 INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE FLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DE N CRITERIA SHALL BE CORR DU RI N G.iN STRUC_TI ON . APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6- 30--14 APPROVED BY: RAUL Me ROJAS, PUBLIC WORKS DIRECTOR R.C.E. NO. 39880 EXP. 12-31-15 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR r DATE DATE z 1z4- � � � DATE r7*4 Z/1� � REVIEWED BY: TRAFFIC ENGINEER DATE BENCH MARK SET: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF FRCEHLICH STREET AND RISSY COURT. ELEVATION = 359.28' (CITY DATUM) OI a mQ M Of 03 0::f 0 �- 04 m �C • J t� w Q � :3 o > CL w .J Q z cn d Uj z W LL. 0 N �- 0 J C6 U) 3 t > Q� J � C MM W°° CL °W W W W in of Uj M rry d- W ao ao CN 4 >=Oco 0 �- 04 m �C • J t� w Q � :3 o > w .J 04 z d Uj W LL. 0 N �- J C6 3 t 9 TRACT BOUNDARY PER LLA 13-0288 "T O4�`, Or R, :411�'0 Z-ALES MAP 011""', !,.,,..ANDS 011111 HAGGIN F-: -j FUTURE TRACT .1000p II .0100, II T� TRACT No, 38M 00011, dor M, 133K 2 5747 00000, -n�a I AV dOoe ,p .0000' dIP 6v Ole d100 olr 01 "OP 372 370 368 366 364 362 360 358 356 354 352 350 9-+ Cx �Xk k1k LAP A** MIRA SOL DRIVE WALL PLAN Plan and Profile Scale: 1 — 30' Horz. 1" = 6 Vert. 32&00 LF WALL SECTION I NORTH WALL PROFILE CURB UNE 372 370 36-8- 366 364 362 360 358 56 354 352 350 -50 LI VOTE: OFFSETS ARE TO BACK OF WALL R W rrPicnc SEC71ON lt�v ADMEMATIONS DL%8jPT10N.S CL CENTERLINE W m m RT RIGHT OF CENTERLINE LT LEFT OF CENTMJNE BC BEGIN CURVE EC 00 CURVE PC POINT ON CURVE PCC POINT OF COL1POUND CURVE V) z PRC POINT OF REVERSE CURVE 0 LF LINEAL FEET cn STA STATION > uj ELEV ELEVATION Of -< m:s PA PROPERTY UNE a 8 C) R/W RIGHT OF WAY if C) m m Tw TOP OF WALL C) C) RAD RADIAL BEARING uw w a- FL FLOWUNE ELEVATION CA En c/1 Ls LANDSCAPE ELEVATION w w w R RADIUS OF CURVE T TANGENT OF CURVE rn rd-) L LENGTH OF CURVE cc 00 TC TOP OF CONCRETE — TOP OF CURB < C) v