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HomeMy WebLinkAbout1.4-6531 Ph 1 & 2 RevisionNOTESs GENERAL STRUCTURAL NOTESs 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE C3ENERAL DEPARTMENTCITY CONSTRUCTION INSPECTION AND THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS ® A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY T. INSPECTION DEPARTMENT 326-3049 APPLICABLETHE UNIFORM BUILDING PARKS P TET 32 -3117 (UBC). CURRENT EDITION ° REV/, ,..,. ,..,u. ...,,-„_.. ...w.......,,..,, . ,_, A COMPACTION TEST WILL BE THE SUBDIVIDER'S RESPONSIBILITY. FOUNDATIONS LOCATIONNUMBER AND VALUESBY THE CITY ENGINEER. A. FOR ALLOWABLE SOIL BEARING L BEARING SCHEDULE OR T HE SOILS REPORT,AS PROVIDED. TMHCT INUI I CONSTRUCTION. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE E 0 -IJ %J i:� ALERT AT LEAST TWO WORKING DAYS PRIOR TO START OF CONCRETE { 1-800-227-2600) e T I L A. 4. FOR CLARITY, THE WALLS SHOWN IN THIS SET OF PLANS ARE 1. REINFORCINGi DEFORMED ASTM A615, GRADE 40T rll�\� u TILJ N PLAIN DRAWN TWO FEET THICK, ACTUAL WALL THICKNESS IS 68A 2. CEMENTi PORTLAND CEMENT, TYPE II, ASTM C-150 —31 .�,„ WALLS -- LOCATION OF T F WALL 3. AGGREGATEi ASTM- (EASEMENT LINE). 4. WATERs CLEAN AND DRINKABLE I A A L 1 4� k I CAM 11 2001 1 A I I IN 1% 1 k . N I I I I I I I A CONCRETE MIX DESIGN FOR FOOTINGS AND WELL GROUTINGi 1, ' ,• T T L I ! 2500 PSI @ 28 DAYS 11 F ILE; PERPENDICULARw LL r L H'" INN, N'%__�> m OF WALL, 1 A5,0 SACKS OF CEMENT (MIN.) PER CUBIC YARD. W 1 t A 11(MAX.)M A PET A , A SLUMP (MAX.) C. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. f1 GENERAL NOTESs MASONRY A A A T - BLOCK1. T L L L 1. CONCRETE BLOCK - MORTARED CONCRETE L )REINFORCING MATERIALS, DEFORMED ASTM 24 , GRADE 40 COLORt GREY (LANDSCAPING) MIXTURE& ONLY AS APPROVED, BY THE ENGINEER, COLORi )B. NOR ARi 1200 PSI @ 7 DAYS AND 1 • , } PSI ,() • SIZEt , ' (RETAINING) 0 f C. 1 , , , ING) ® 1® : 1 I A AD ll� � T�( 1 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN T GROUTINGBEFORE PERPENDICULAROF WALL, LA IN 3. FOOTING CONCRETEL LL BLOCK.STATION NOTES ARE FROM CL OF WALL TO CL OF STREET. DAYS AFTER PLACEMENT PRIOR TO SETTING 'WET- SETTING' HEIGHT3. L 6'-0' MIN, MEASURED FROM GROUND A PROVIDE VERTICAL EXPANSION JOINTS T 48 FOOT INTERVALS AT HIGHEST SIDE OF LLA ALONG ENTIRE LENGTH OF CONCRETE MASONRY BLOCKLLA ENGINEER'S4. WALL TO HAVE MANUFACTURED CAP. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING 3 LINE.THE AREA ALONG THE WALL I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY, , SHALLAND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVE 6. CONTRACTOR C.O.B.BY BUILDING DEPARTMENT AND/OR PUBLIC- REVIEW BOARD. MENT. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS } } OMISSIONSOR VIOLA - A ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY THE ON THESE PLANS AND ANY ERRORS , ON A ONE TIME ONLY BASISL OTHERS WILL BE ORDINANCES,TIONS OF THOSE STANDARDS, AND DESIGN CHARGED OUT ON AN HOURLY • CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. f ® BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED .®.. TO A DEPTH OF BELOW12 INCHES T A EQUALROBERT E. SMITH RCE 35473 DATE 9, WATER PROOF SURFACE WITH 1/4' THICK ASPHALTIC WATER PROOF EXP. 09-30-07 COATING OR APPROVED AS PER CITY A • — 8 COAT' 'ha falipp,00 L TO'FOOTING. 1. MIN. LAP FOR SPLICE OF REINFORCINGL BE 30r INCHES. 11. BLOCKS SHALL BE SET ON GRADE; TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT SUMMARY OF IMPROVEMENTS,, .10 CHORDS. VERTICAL AND HORIZONTAL MORTAR JOINT SHALL BE ' 1/8'. ALL REINFORCING STEEL SHALL BE T ` — 300.00 L.F. PLACEMENTIN PLACE PRIOR TO L ' BLOCKWALL A' 1230.00 L.F. WILL BE ALLOWED ,_ WILL I LL L. L A 1-21"1 - 6" BLOCKWALL _ , CES SHALL BE DONE WITH , 1! CONTRACTOR COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR FOR REPAIRS TO DAMAGED UTILITIES , BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTI- FICATION AHEAD OF CONSTRUCTION. ® ALL PROPER SAFETY PRECAUTIONS, CONTRACTOR. INCLUDING SHORING ANDBRACING OF WALL, SHALL BE PROVIDED BY THE EVENTESPECIALLY IN THE THAT FULL HEIGHT GROUTINGMETHOD PRIORIS USED. 14. L SIGNAGE, SUBDIVIDER SHALL SUBDIVISIONSUBMIT TWO COPIES OF L TO THE BUILDING DIRECTORPURSU- ANT 17.60.110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS LL INCLUDE COPY, DIMENSIONS,L , MATERIALS, LIGHTING AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL- PLANS BY THE PUBLIC WORKS DIRECTOR DOES T INCLUDE APPROVAL OF ANY SIGNAGE. i EXPANSION15. EXPANSION JOINTS SHALL BE CONSTRUCTED AT 48 FOOT MAXI- MORTARFREE OF ALL TOP OF FOOTING TO TOP OF WALL. 16, FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 'A ANY FORMWORK NECESSARY TO MAINTAIN EXTENDTHIS FOOTING WIDTH SHALL L OF GRADE AT LEAST ' OF THE DEPTH, LESS.EVER IS I L LL Tun %.inDVTklr- •, GREY 11 uj LTO 24' ABOVE w GROUT CELLS ' w/REBAR TO TOP OF PILASTER » » » C.KU., GREY SPLITFACE CD -- ` » a CD 2- #4 LONGMMINAL FOOTING TO BE CLASS8' SEALANT TO BE "B" CONCRETE 1' 1'_7, 2'-6. CONTRACTOR I BLOCK WALL NO • SPLITFACE CAP " » » ., GREY SPLITFACEREINF. STEEL = 40 GRADE » GROUT Vert 0 CL SOLID T ` ABOVE RETAINING, GROUT CELLS WREBAR TO TOP OF PILASTER » » »REINF. STEEL = 40 GRADE SECTION "A7 » ... •, GREY SPLrrFACE #4 0 16 Vert 0 EDGE 4 CO cux ICE /' Zv cm . =III—III— - 2— #4 LONGITUDINAL - FOOTING TO BE CLASS-/ 8' SEALANT TO BE "B" CONCRETE l,_ , 7A CONSTRUCTION.DAYS -PRIOR TO (1-800-227-2600) OBTAINED18. AN OPEN STREET PERMIT SHALL BE PUBLICBAKERSFIELD WTT14TN MUM. - LF_" SECURED BY A SUBDIVI- ANT PUBLIC WORKS DIRECTOR DATE AGREEMENT,SIGN A DEPOSITENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE LL BE POSTED PRIOR TO ISSUANCE OF THE KLVILWLIJ s a._a......•. — T AFFIC ENGINEER DATE APPROVED BY, RAUL M, ROJAS DATE RCE 39880 EXP. 12-31-07 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD 1-10 3'-il' 6' BLOCK WALL i CONTRACTOR w/2 I — ♦ 7 5 R E T. SECTION "C" N.T.S. SPLrrFACE CAP ., GREY SPLITFAC » » SPLITFACE CAP » " » SOLIDREINF. STEEL = 40 GRADE GROUT ' ABOVE CELLSRETAINING, GROUT w/REBAR TO TOP F PILASTER w P4 0 ! REINF®LO » III- - • % .-w cu _ 2 /' ® #4 LONGITIMINAL w 81 FOOTING TO BE CLASS SEALANT TO BE "B" CONCRETE I 1 , REINF. STEEL = 40 GRADE » Vert 0 CL Lv H W GROUT SOLID T ' ABOVE RETAINING, w/REBAR TO TOP OF PILASTER 10 » » " C. IL U, GREY SPLITFACE "STEEL — III= C . /4' cu i6.00=III=III= " %- 2- #4 LONGITIMINAL• SEALANT - FOOTING TO BE CLASS 8' "B" CONC APPLIED BY WALL 3'-6° im. CONTRACTOR SECTION "D" N.T.S. 6' x 8' x 16' 1BLOCK A-4' LOT GRAY SPLITFACE CONCRETE SIDE t----- - -- ---- A STREET SIE 8' x 8' x 16' GRAY SPLITFACE CONCRETE BLOCK lot r CONCRETE BLOCK FACING STA -0 1I CONTRACTOR6' BLOCK WALLZl. 5p RET.SECTION "1310 U0 PANAMA ,t t t LANE GREY SPLITFACE CAP riL-uu i Unuv RUH u GREY AP VICINITY MAP N,T,S, SPLITFACEzft 8' X 8' X 16' PILASTER GREY P ♦ 111 l73,, i 9/30/07 TRAC"wl 531 WALL & 0 SmithTechA USA ...,,., i THE HABERFELDE BUILDING, 1424 17TH STREET BAKERSFIELD,CA 93301 327-8492 t49 ✓MI�� yr, ra �'' • �► A, m -1/ PANAMA LANE -TTM 6531 LLJ ih MEN l <Z <z ED lm BERKSHIRE ROAD mall, III ♦ • a I .A 1 s { rr � y ` + • / 131 132 •� ®, .' rill EFTUT *Um • i ♦ • A .r r / GREY SPLITFACE CAP riL-uu i Unuv RUH u GREY AP VICINITY MAP N,T,S, SPLITFACEzft 8' X 8' X 16' PILASTER GREY P ♦ 111 l73,, i 9/30/07 TRAC"wl 531 WALL & 0 SmithTechA USA ...,,., i THE HABERFELDE BUILDING, 1424 17TH STREET BAKERSFIELD,CA 93301 327-8492 t49 ✓MI�� yr, ra �'' • �► A, m -1/ PANAMA LANE -TTM 6531 LLJ ih P-4 l <Z <z ED lm BERKSHIRE ROAD GREY SPLITFACE CAP riL-uu i Unuv RUH u GREY AP VICINITY MAP N,T,S, SPLITFACEzft 8' X 8' X 16' PILASTER GREY P ♦ 111 l73,, i 9/30/07 TRAC"wl 531 WALL & 0 SmithTechA USA ...,,., i THE HABERFELDE BUILDING, 1424 17TH STREET BAKERSFIELD,CA 93301 327-8492 t49 ✓MI�� yr, ra �'' • �► A, m -1/ R/W NOTES: p 2' WALL FOOTING EASEMENT TO BE DEDICATED WITH FINAL MAP 3 1 LS ROBERT E. SMITH RCE 35473 DATE to J\ J J F- J J J J J J _�z !-� W J -� _i V) J cn J J _J (n J (n ~.J -~f J J J J J En J N FS IY�L �' �gT E. S� J r. 3 LO ti � h f`� 1` t- h h r � ^ 1" r_z`a- O � O C) 0- t� `a. O 0 i`� i`� 1'� 1`� t� 1� 1'� p„ -00 O _ tt) M z to M sj' t1') M .� to LL' M d' d' tf) t[) M 4J M, t.i i- t- �I- tt') M �.i d' tf) �i.i et• tf) M +�.! © tet- d' d. t-- M t- 1- \✓_Z WPI Z_ ,,I\�/ tt) O �... O �� I }-- Q. 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SMITH DATE 170, O.0s �; 3 �, 3 .�:�� R.C.E. 35473 EXP. 9--30-19 REVISIO ® APPROVED BY: OA DANIEL PA ILLA DATE Iq -D R.C.E. 67008 EXP. 9-30-18 SCALE.* �� _ H ORI Z. 1 - 50 SE 2AND PffA REVISION 0 MINOR REVISION OF WALLS REVISED PILASTER LOCATIONS. � f VERT. 1 = 2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Ai II w I { F- J .! J W J w J UMI J w J w J N w '� w J J¢ w- w w J _! in J LO lul J LO J J w "J Q w ' <C w ' __ �`'` t �, c.. t` ► r., h rz r. O P+ EL r,. -z 4� i h► tl Il- �� tA� j O P4 �- ' to N M O fn0. CO LO t� !!) 17 LO M O 113 I`� .- O CN to �- N tt) Oto p0 17 to �= O (n O� (�. to `� to to d' moi- `- r- CO ¢ N O to 000 OZ o0 W tl')� �� �O M M � • to M Er Gn M � (/) .- '' �" CSO `_ O MO _ _ _ J - - +^ W - •1_- 1 W m to p.. a- 6C) - .� CO - .- LL CC - r- 1� e- ti - .- tL i� - .- tL 00 -- .- CO - G.. 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SMITH RCE 35473 DATE LS J to irk in in in —j ir) "uc� in J __j `� J alvcD �.rQa� CIVIL In r. h h _' h p ll ' CALh M��MWSW MSWW Mw�w M� to ,W� M� MWS Mw MW MWSW CoC NOTES: W > a .e� ♦moi .- o_ M� LO O� CON + N� M� 5 .- 0- .- oL .- o_ '�' �� ,+�.� ,� � hN O N� Ooh MN `5 �+� ',' '�° 0 Q- .- cL m �+� .- o, M ^z2% .- Q 2 WALL FOOTING EASEMENT TO BE nDEDICATED WITH FINAL MAP — CC W =D \\\ O O O � EY U SEE SHEET 2 ate'-, C co Q U QO69 N PAD � PAD _ �, PAD 5li PAD PAD N N J 57*4 N N M 57.4 57.4 57.9 3' _ CID `n J BP 57.9 BP 57.9 Ln IJ BP 57.9 � BP 57.9 LO BP 58. , L J _ 3� 450' SIGHT LINE 450' SIGHT LINE c�i�slj w 12 13 14 ilo -- —" 15 16 17 18 REVISION ® BY- 11 _ _ --- _- --- lk W tf� 0 1p1* •gyp ,�x�� sj w YO 0 ROBERT E. SMITH DATE R.C.E. 35473 EXP. 9-30-19 REVISION APPROVED BY: HO UYTA IY RI.D I VE DANIEL PADILLA DATE jR 'D R.C.E. 67008 EXP. 9-30-18 SCALE.* HORIZ* 1 = 50 PffA SE 2 REVISION MINOR REVISION OF WALLS AND REVISED PILASTER LOCATIONS. 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J J to J to J J J i-= J N i-= J J F-- J }- J F= J J t= J 1- J 1- J � F "' cn J J to J ., Q Q ., J � `� �' Vd w No. 354'73 � :t---sce Ln to J J �n tCi to to in to in in to In in to �. In to -J to r- �. A� "`tl 9/30/19 ROBERT E. SMITH RCE 35473 DATE LS NQ M �► '` © Ma_ �,� 01 "'cam O� "'O t� �� .w w "'w "'� pa tT! � �aJ '"OZ t3� �,� M� M� Gi! d' �`� "'� G17 '�� M� t3! �; M� vi �°- oa_ aoJ 00 Q cV O M 3 �' `� CIVIC ?'� M Z CD 00 W ♦ C9 Z ^ ♦ U' N to ♦J OHO to ♦J r7 to +__j 0- t" to +___j 8- to p N +J +J V_- N- to +J N- cn +J M- � <!! N to +J +J 1'7- s?'- r. !� } �d--- Mtn +J to- 0O to J �_. r7 t0 i� + ♦ Z + o CDZ LO tC Z Qui OF CAL�� �- m 00 •_ Q 00 e_ Q r Q. �- a. N �-. N a. N 0- N d N a. N d N a. N E N a. N a_ N a_ N Q N Q N W , •- `.� W NOTES: 2% 1 2 WALL FOOTING EASEMENT TO BE DEDICATED IMTH FINAL MAP CC) t!F- _ :. CD n W o ELi __j � n Q V) � Y U N ¢ W J 32 PAD PAD PAD = �, PAD u- ,.,_ PAD157 PAD � J 56.24 Ls 56.64 9 56. 7 56.7 N 5 7* N13657,7 co 57.2 � N N57. ,l; / �,\� F��� \ �; BP58.4 � � l BP57.2 BP 57.2 C6 � BP 58.2 M 00 BP58.2 BP 57.7 � G . J 3>_ _ _ U-, N J N J X58 r° Ln —! J 3' w �tx� 450' SIGHT LINE -T — i — _ _- — ��0�0 W G 6 _ _ —24 450' SIGHT LINE v w 17 18 x0�6� 19 20 21 22 fS 23 _ --- — `-" 25 26 2 ?> xO`�69 LU REVISION BY: r� J .. ROBERT E. SMITH DATE R.C.E. 35473 EXP. 9-30-19 REVISION ®APPROVED BY: HOUYTAIY qI.D 6!17 j0,qI Vp DANIEL PADILLA DATE R.C.E. 67008 EXP. 9-30-18 SCALE: HORIZ. 1 = 50" REVISION A MINOR REVISION OF WALLS VERT. 1 to = 29 AND REVISED PILASTER LOCATIONS. 18 19 20 22 23 24 25 26 27 28 Cn J J J J J J J to J cn J w I Ln LO — — L --------------- ^-__ J I f • J ter:Go .�..z �.z v : �: 3 .... ._. d' 3 •....�,,. •... ..... ... .��.. 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