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HomeMy WebLinkAbout1.4-7237 Record DrawingNOTES: 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 CONST. INSPECTION DEPARTMENT 326-3049 PARKS DEPARTMENT 326-3117 2. COMPACTION TEST WILL BE THE SUBDIVIDER'S RESPONSIBILITY. NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED BY THE CITY ENGINEER. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT LEAST TWO WORKING DAYS PRIOR TO START OF CONSTRUCTION. ( 1-800-227-2600 ) 4. FOR CLARITY, THE WALLS SHOWN IN THIS SET OF PLANS ARE DRAWN TWO FEET THICK. ACTUAL WALL THICKNESS IS 6". LOCATION OF WALLS IS SHOWN TRUE AT BACK OF WALL (EASEMENT LINE). 5. STATIONING IS AT STREET CL AND IS A PROJECTION FROM CL OF WALL, PERPENDICULAR TO STREET CL. 6. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 7. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 8. EARTHWORK FOR RETAINING WALL SHALL COMPLY WITH SOILS REPORT AND UPDATE LETTERS. GENERAL NOTES. - 1 OTES:1. BLOCK TYPE: SPLITFACE CONCRETE BLOCK (LANDSCAPE WALL ONLY) MORTARED CONCRETE WALL (RETAINING WALL ONLY) RUNNING BOND COLOR: GREY (LANDSCAPING) COLOR: GREY (RETAINING) SIZE: 6' x 8' x 16' (LANDSCAPING) SIZE: 8' x 8' x 16" (RETAINING) SIZE: 10' x 8" x 16" (RETAINING) MANUFACTURED CAP 2. STATIONING IS AT STREET CL AND IS A PROJECTION FROM CL OF WALL, PERPENDICULAR TO STREET CL OFFSETS SHOWN IN STATION NOTES ARE FROM CL OF WALL TO CL OF STREET. 3. HEIGHT OF WALL SHALL BE 6'-0' MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. WALL TO HAVE MANUFACTURED CAP. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL UNE. 6. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPART- MENT. 7. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY THE 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. 10. MIN. LAP FOR SPLICE OF REINFORCING STEEL SHALL BE 24 INCHES. 11. BLOCKS 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 JOINT 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 PIE- CES SHALL BE DONE WITH SAWCUTS. 12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTI- FICATION AHEAD OF 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. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSU- ANT 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, MATERIALS, LIGHTING AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 15. EXPANSION JOINTS SHALL BE CONSTRUCTED AT 48 FOOT MAXI- MUM INTERVALS IN ALL WALLS. EXPANSION JOINTS SHALL BE FREE OF ALL MORTAR AND GROUT FROM TOP OF FOOTING TO TOP OF WALL 16. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED TOP OF GRADE AT LEAST 16' OF THE DEPTH OF THE FOOTING, WHICH- EVER IS LESS. 17. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-227-2600) 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVI- SION 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. 06/05/2018 Drawing File: 7237WALLS GENERAL STRUCTURAL NOTES.- GENERAL OTES: GENERAL A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE (CBC), 2016. FOUNDATIONS A. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL BEARING SCHEDULE OR THE SOILS REPORT AS PROVIDED. CONCRETE A. MATERIALS: 1. REINFORCING: DEFORMED ASTM A615, GRADE 60 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 WELL 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. MASONRY A. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90 2. REINFORCING MATERIALS: DEFORMED ASTM A615, GRADE 60 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 4. RUNNING BOND B. MORTAR: 1. STRENGTH: TYPE S, 1200 PSI ® 7 DAYS AND 1800 PSI 0 28 DAYS. C. GROUT: 1. STRENGTH: 1500 PSI 0 7 DAYS AND 2500 PSI ® 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. 3. FOOTING CONCRETE SHALL BE ALLOWED TO CURE FOR 3 FULL DAYS AFTER PLACEMENT PRIOR TO SETTING BLOCK. 'WET - SETTING" OF THE FIRST COURSE OF BLOCK WILL BE ALLOWED. D. PROVIDE VERTICAL EXPANSION JOINTS AT 48 FOOT INTERVALS ALONG ENTIRE LENGTH OF CONCRETE MASONRY BLOCK WALL ENGINEER'S STATEMENT: TIONS WERE PREPARED BY ME OR UNDER THESE PLANS AND SPECIFICA MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND 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. .f. 8 ROBERT E. SMITH RCE 35473 DATE EXP. 09-30-19 34' 11' 5' 41 LANDSCAPE w EASEMENT z_ J r 0 m A Q RAW A af U) 6' BILK WAIL 1 2' FOOTING EASEMENT Y I 4.3' I PAD S. W. 9' MSN / 2% MIN. COVERAGE 6"-� MAX. COVERAGE 2'' 2' 0 2% BENCH STEP SECTION © SIDE YARD AND LANDSCAPE EZMN T. N. TS. BAKERS ESD TRACT No. CONSTRUCTION 7237 PLANS WALL PLANS AND PROFILES BENCH MARK USED: CHISELED "El" TOP CURB NORTHER_Y CURB RETURN AT THE N/E CORNER OF PALM RANCH AND COCO PALM. ELEVATION 358.03 U.S.G.S. DATUM 6" x 2" x 16' GREY SPI.JTF'ACE CAP #4 ® 16" Vert ® OC 6" s 8" x 16" C.M.U. GREY SPLITFACE REINF. STEEL 60 GRADE GROUT SOLID TC 24" ABOVE RETAINING, GROUT CELLS w/REBAR TO TO? OF PILASTER BENCH MARK SET: TOP OF CURB SOUTH BCR SOUTH EAST CORNER OF ALLEN ROAD AND PALM AVENUE ELEVATION 362.06 U.S.G.S. DATUM #4 CONT. w 0 cn w ILn SEALANT TO BE I APPLIED BY WALL #4 CONT. Q0 o CONTRACTOR m Q i #4 CONT. 8" x 8" s 16" C.M.U., GREY SPLITFACE I ' REINF. STEEL = 60 GRADE 2 3/4" #4 @ 16" Vert 0 EDGE- #4 CONT. #4 ® 16.00-- FOOTING 6.00" FOOTING TO B- CLASS - B" CONCRETE o ' 3 - #4 LONGI`PUDINAL 1.75' 1.50' 3.25' 6'-3" BLOCK WALL, 3'--2" RET. N. Ts. CD CIA 27 I I Q -,-> wQFf 0- _< J 0 LONGITUDINAL REINFORCEMENT IS EVENLY SPACED WITH A 3" COVER c� L im, f td0. 6036 - UNIT 3 BOOK 53 OE MAPS, PAGES 36 - 38 A.P.N.: PTN. 495-460-13-00 SUMMARY OF II`/ PROVEMENTS: 145 LF. OF RETAINING WALL CITY RECORDS SHEET INDEX: 1. FRONT SHEET 2. JENKINS ROAD BASIS OF BEARING`: 'THE BEARING OF N 89'3914' E ALONG THE TRACT BOUNDARY OF HINAUL T ROAD AS SHOW ON TRACT 6036 UNIT 3 RECORDED IN BOOK 54 AT PAGES 137-138 OF MAPS WAS TAKEN AS IIf BASIS OF BEARINGS SHDVN HEREON' I TE R rz6230 82631 SCALE:) 50' KEY MAP VICINITY MAP N. REVIEWED BY: �0 -, �`,��,_ti f� _ Ila, - STUART J. PATTESON DATE= RCE 44898 EXP. 3-31--20 ASSISTANT PUBLIC WORKS DIRECTOR, C.O.B. REVIEWED BY:Sr--- TRAFFIC ENGINEER DATE "REC'Ci D DMWWCr CORRECTIONS BY \)�I'k APPROVED BY: �l_� °i'T- �'r---� NICOLAS G. FIDLER DATE RCE 61069 EXP. 12-31-18 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD 4gOFESSI- w�w�o��Rrt E. w No. 35473 9/30/19 �r CIVIC �� OF CA�t �� SmithTech USA INCORPORATED THE HABERFFLDE BUILDING 1424 17TH STREET BAKERSFIELD,CA 93301 (661) 327-8492 FAX 327-8493 TRACT No. 7237 WALL PLAAfS& PR�FILFS ',- e ROBERT E. SMITH RCE 35473 DATE JOB N0. - 13-108 SHEET 1 0= 2 SHEETS ROSEDALL HWY. HINAULT PALM AVE. o z PROJECT z z z SITE w w Q BRIMHALL I RD. VICINITY MAP N. REVIEWED BY: �0 -, �`,��,_ti f� _ Ila, - STUART J. PATTESON DATE= RCE 44898 EXP. 3-31--20 ASSISTANT PUBLIC WORKS DIRECTOR, C.O.B. REVIEWED BY:Sr--- TRAFFIC ENGINEER DATE "REC'Ci D DMWWCr CORRECTIONS BY \)�I'k APPROVED BY: �l_� °i'T- �'r---� NICOLAS G. FIDLER DATE RCE 61069 EXP. 12-31-18 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD 4gOFESSI- w�w�o��Rrt E. w No. 35473 9/30/19 �r CIVIC �� OF CA�t �� SmithTech USA INCORPORATED THE HABERFFLDE BUILDING 1424 17TH STREET BAKERSFIELD,CA 93301 (661) 327-8492 FAX 327-8493 TRACT No. 7237 WALL PLAAfS& PR�FILFS ',- e ROBERT E. SMITH RCE 35473 DATE JOB N0. - 13-108 SHEET 1 0= 2 SHEETS NOTES: 4gOFESSIp* 5' LANDSCAPE EASEMENT DEDICATED TO ��� ��RT E. CITY OF BAKERSFIELD WITH RECORDED TRACT 6036 PHASE 3, O.R. BOOK 54, PG. 137, DATED 2-19-06 + � w No. 35473 r� ,`2 2' WALL FOOTING EASEMENT TO BE 9/30/19 �'I ROBERT E. =,MITH RCE 35473 DATE DEDICATED WITH FINAL MAP 10'DE PUBLIC WITH FI EASEMENT TO BE q?� CI viL ��� DEDICATED VN1H FINAL MAP <.P?, tip, EXISING IMPROVEMENTS OFCALx PER TRACT 4631 CL JENKINS RD & 19k��9ti 2TR�,CT BOUNDARY-- Z; s 0020'10" E 22 . -- - _ MAXIMUM ENCROACHMENT ; r7 - - - - - _ -COUN TY - - - 6� J tO59.07 EX. FLS N CITY EX. FL 357.80�� - — - _ Ln Q n .457 % --► FL 358.28 EX.QB R/ N 650' SIGHT LINEA mornW �z Fc361.07 _ _ EX R, EX A °�o- ..J W C4 TRAGL 6036 V N CD UNIT 3 �'Ln EX. PL 6 1 CO+ ¢ FG 359.3 04 PAD EX. TR. BNDY. J PAD EXISING IMPROVEMENTS iF Lu � �� 1.8 w 361 3 PER TRACT 6036 ,Q^W H J — m c Ln Q n N ^ UO mornW �z c W + °�o- ..J W C4 r-: W N CD NZ CO+ ¢ 04 N W iF �X9`90�3 - - w 0 15 00 L358. 30 23 o SCALE: H OR I Z. 1 " = 50' JEA ffIA 7S I? OA j 0 VERT. 1 It = 2' 21 2v Q: cn uj Ln 00 �+ T— '4, ccnn-- i - -- - .._ -{-- ----- --- — -- +— ``' — —vim �� � c9- cn �N o00 v� -------- -----r-- - --- - ---- -.-.-- — - - --f-------- --- ---- ---, s --------- __—..�--__ _� r7 w W N W ?i }-w ! Nw Nr N¢ NW ---- - -- +------ - fi ---- i -- - --t- - _ _ EX. 344.47' - EX. 76.53'� 92.41' 5196' JAJ i { 19+56.9 I Grad = 0.000% I 369 TOP OF 4U 368 M _ I ---- --- -- --,- EX. ? Grade = 0.000% 3p TW 367.54 TW 367:: 367 BEGIN WALL ---- --------- -i-- - 366 - -- - ---- - - -�- ---- - - - -- 365 - - -- - 0 364 - U 363 O F -- 362 -- -- { - I -- ---t- PAD PAD 361 Im EX. LANDSCAPE _ -- - - - A.NDSCAPE- 360 359 — _ TOF OF FOOTING - - i - -- --- �- _ _ --- .TF 358.80- - _ — — rade 0.000% ' FL35&63 -- - ----= 358.28 - — ----- - - - I LOW LINE _ Grade - O.000R 358 --- - 35513 - _L,.Lj-_ff-. TF i ---- I- -- FLOW LINE 8357- - 357 I 'RE':`0 4t�AWW40" r COP H CMNS BY: _4� �Z0 VAT z 11 �_ 5' LANDSCAPE w EASEMENT z_ J r 0 A m R w � A' 61 ax w� 2' FOOTING EASEMENT uo L EGENI z z6' s• PAD TF TLP LF FLDTING D M`N T W TLP LF 61A L 2% MIN..OVERAGE 6•-� FL FL D k/ L INE MAX COVERAGE 2'' BP BACK LF PAD 2 9 2% BENCH FG FINISHED GRADE S TEP SEC TI CSN © SIDE STATIONING PERPEA191CLILAR TD YARD AND LANDSCAPE EZMN T. CENTERLINE LF JEWINS RDAD N. TS. I I LL - CITY RECORDS rt ------:--- ---+.369 363 }-- - -- -- - 367 �- - -- -� 366 _ T - -- -- - - . -- - - - � 365 --- --: -- --- 364 - - - - - 363 362 - - -- 361 360 - - 359 S fn, T��-� ---353 TRACT- N6 -7237 - - -- WALL PLAN �F��C 35 CMOs RDAD SHEET 2 OF 2 SHEETS