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HomeMy WebLinkAbout1.4-7136 Ph 1GENERAL STRUCTURAL NOTES_ GENERAL A. All work shall be performed in accordance with applicablei California ii i Current Edition. FOUNDATIONS A. For allowable soil bearing values refer to the Krazan & Associates KA Project ♦ 022-21055, dated April 23, 2021. CONCRETE A. i ♦ 1. Reinforcing: Deformed ASTM A615, Grade 60. 2. Cement: Portland Cement, Type 11, ASTM ♦ 3. Ag?regate.- ASTIVI ♦ Wa Clean and ♦ ♦ Drinkable. B. Concrete Mix33 3 i i i 1. Class/ S. 2. ♦ t 3 �ard. 3. 1Z2 3 Ag regate (max). ♦ 4 Slump ?"max). 3 C. i ♦ Only as approved by the Engineer. MASONRY A. # ♦ 1. Concrete Block Masonry Units- 2. Reinforcing Materials: ASTM A615, Grade 60 ♦ i • Only as approved by the 1 ♦ B. Mortar* 1. Strength: Type S, 1200 PSI 0 7 days and 1800 PSI 0 28 days. C. Grou ♦ units1 . Strength- 1500 PSI 0 7 days and 2500 PSI 0 28 2. Concrete block masonry I rgroutingi ® 33 i -- of the first♦e of block will be allowed. CONSTRUCTIONNOTES PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY INSPECTION DEPARTMENT AND THE PARKS DEPARTMENT CONST.SHALL BE GIVEN 24 HOURS NOTICE. CITY INSPECTION DEPARTMENT PARKS DEPARTMENT 326-3117 GENERAL NOTES BLOCK • TYPE: SPLIT -FACE & MORTARED CONCRETE BLOCK SIZE: 6 f3 33 33 COLOR: STANDARD GREY PATTERN RUNNING BOND • ALL STA110NING DATA WAS CALCULATED AT PROPERTY/ROW # ♦ • HEIGHT OF WALL SHALL BE 3 SIDE OF WALL UNLESS NOTED 1 ♦ 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. • ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY DEVELOPER, BASIS. ON A ONE TIME ONLY ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. f 17 1/ r / f( r r [ / a i J F 1 r� / r� r � 1r <! f�/. (NOT A -P / r r ,f' // 'i / `/ i/ f r/ f f l ` ' 13 f frr, , lid �; / /f ✓ % ` 21 11 20 1411 s' 10 1 if / I F' rr ( (j ` r' r ` i f 3 i } y...•.. "®"' """�' (: // l / � /,� 3 f Irv^' r f 1 I� gar 9A 7 411 t2 5 (r / : y ' j � if ... � F ,- .' . _ r f , �'/ ✓ f d F J �w' y(y({9 j � N L iIXY i r r ------------------ -ROAD n__...._-._.- --- {i 1 1 7. BEARING SHALLCOMPACTED ii,,,, 90% MAXIMUM DENSITY 4 DETERMINED x DEPTH ' FOOTING. 2 8. WATER PROOF SURFACE WITH 1/4- THICK ASPHALTIC WATER PROOF PORTION COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8 COAT ONLY THAT BELOW SEALEDLOT PAD GRADE DOWN TO FOOTING. ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE # CLEAR WATER SEAL Y Y Y x x...... R APPROVED EQUAL. 9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, 2 AND x, MAXIMUM DISTANCE EXPANSION WALLS WITHOUT PILASTERS. 10. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB STRAIGHT. CURVES SHALL xID OUT ON NO GREATER i!- REINFORCING SHALL PLACE PLACEMENT•GROUTED ► s BROKENALLOWED.► * R PIECES SHALL BE DONE WITH SAWCUTS. 11. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. 12. CONTRACTOR SHALL VERIFY LOCATION WORK SIGNAGE,AND N01IFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBILE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICATION AHEAD OF THE 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 :DIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION PLANS TO THE BUILDING DIRECTOR a AND APPROVAL 0PLAN SHALL ALSO BE 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 .»►x ANY SIGNAGE. 15. THE FOOTING SHALL NOT BE OVER -POURED BEYOND THE DESIGN DIMENSIONS. ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST6FOOTING, 16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT. APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY MLL IIF AN ENGINEER'S ESTIMATE WORK IN THE EXISTING PU ..ilkR LIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. 18. ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED BY THE CITY OF BAKERSFIELD. 19. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED 20. UNDERGROUND SERVICE ALERT -- r SHALL CONTACTED ar DAYS PRIOR k w fIF TO CONSTRUCTION. KEY MAP SCALE: DENOTES SHEET NUMBER FOR WALL 1 - COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER SHALL - Y rt 2. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT w rY M PUBLIC WORKS REQUIRE REPAIRING M x r iY ENGINEER. CITY UPGRADING r; x : x P� MAXIMUM SLOPE RA110 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 27c. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING 11+.. - Ilk t BEHINDOSION ONTO THE SIDEWALK. # PREVENT METHOD TO Ar. SOIL HEIGHT OVER TOE F FOOTING BE IGNORED FOR PASSIVE PRESSURE. IL HEIGHT OVER SHALL i # air,... Y T EXCEED - HORIZONTAL TOE SEE 3. DEPTH OF SOIL COVER OVER WALL FOOTINGS SHALL BE A MINIMUM OF 6" FOR A MINIMUM OF 12" # OF WALL ON THE STREE"I DEPUTYSIDE. OVER 12" BEYOND THE FACE OF THE STEM WALL, THE MINIMUM DEPTH OF SOIL COVER TO THE WALL FOOTING SHALL BE 10 Q WHITE 0 clf l� Q PACHoECO ROAD Q 0 0 0:f Q PANAMA LANE j 0 w MICUTC LN11 ROAD M w z TAFT-BAKERSFIELD HWY. SITE P Q ------------- 119 SHEET TITLE 1. COVER SHEET • MCUTCHEN ROAD WALL k N11. x BLOCK # WALL LF 1531 2' WALL FOOTING EASEMENT DEDICATED TO C.O.B. PER FINAL MAP LOT SIDE --_/ k CONT. , ��'i '' 1""ARS AT 32 O.C. )} . LAP SPLICE) CONT. BOND BEAM (AT MID HEIGHT) }' (T .) . LANDSCAPE 4: 1 . GRADE STREET SIDE " x8%16" CONCRETE BLOCK DETAIL B ON SHEET 2 FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO ALLOW FOR jDRAINAGE. SEALANT TO BE APPLIED BY WALL CONTRACTOR. I I FINISHED PAD/ H FINISHED GRADE t MIN 1 -' µ 4 7.51, CN )) %� f, . C. CONCRETE CHAIRS SHALL BE USED TO---" z . 15 )) PLACET 36 }) WALL SECTION 1 F 0' R , mm M wn V a A THESE PLANS AND IL 1! y ar PREPARED Yar ! a�w' M UNDER MY DIRECTION ! k BEST OF MY KNOWLEDGE AND STANDARDS, Ir k M k CRITERIAAND DESIGN AND INCLUDE ALL IMPROVEMENT i . 2 OF THE ADVISORY AGENCY OTHER BOARD. PLANSI AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE ANY ERRORS, OMISSIONS, OR VIOLA11ONS OF THOSE ORDINANCES, y. "" AND DESIGN CRITERIA SHALL CORRECTIONSCORRECTED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTEDPLANS i; TO THE CITY ENGINEER. l APPROVED BY: EGG R. STRAKALUSE R.C.E. N0. 58663 PUBLIC WORKS DIRECTOR REVIEWED ---BY: STUART J. PATTESON R.C.E. NO. 44898 PUBLIC WORKS # REVIE ♦ R.T.E. « 2327 DATE TRAFFIC ENGINEER DEERTAIL ► # BANDUCCI ROAD TEHACHAPI, /`:. 93561 CONTACT BENCHMARK(661) 213-6286 USED. TOP OF i INTERSEC11ON OF OLD RIVER ROAD AND HOWELL DRIVE. ELEVATION 366.605 OF BAKERSFIELD PLANS FOR CONSTRUCTION OFBUENA VISTA TRUNK SEWER PHASE 11. I TOP OF RIM OF SEWER MANHOLE THIS MANHOLE IS LOCATED 92± N.E. OF CENTERLINE INTERSEC11ON MONUMENT AT PROGRESS ROAD AND McCUTCHEN ROAD. .,ilk'': BEARINGS: THE BEARING OF S 89*17'52" E FOR THE WEST HALF McCUTCHEN k:..,'ER THE FINAL i,,,, TRACT OF WAS USED BASIS BEARING FOR MAP. ; i ;,.. PROPOSED BLOCK WAU- TRACT BOUNDARY WALL F001ING EASEMENT EXISTING EASEMENT CENTERLINE LINE OF SIGHT ON LETTER SEC11ON LINE SHEET SECTiON IS LOCATED Knowwhat's Call before vo: , t CN Lij 00 04 4 n >< FL FLOWLINE < -< CL CENTERLINE (-D EG EXISTING GRADE FINISHEDAQBREVIATIQNS FG __ -�GB GRADE BREAKLS € LANDSCAPELdCn PA PROPERTY LINER/W RIGHT-OF-WAYLL- TC TOP OF CURBTW TOP OF WALL PROPOSED BLOCK WAU- TRACT BOUNDARY WALL F001ING EASEMENT EXISTING EASEMENT CENTERLINE LINE OF SIGHT ON LETTER SEC11ON LINE SHEET SECTiON IS LOCATED Knowwhat's Call before vo: , t CN 00 04 Q r I Ld Q 46' WIDE CITY OF BAKERSFIELD if ! Asp. - TEMPORARY SEWER EASEMENTPER DOC. No. 0207084778 O.R.\ 4� 6 7 F� I 2 A. i �� 'o 0 I (e i� � 347.7 F � 347.71 � - # I toco 0 ;o cm u_ I . 1 �-FQ l ,... . �5� ; I 1 _jj Q _j ,� j i co t__0 �� 1 FG � z o ... _j J.. �.._. r _ , .. _ ..._._... Q- J «� t '...oma+ v wd3` 6• 1 Y Y to LO o _jCD -cr�.` vQ m c'4 v z co� "� 00 00 0 / PROPOSE.CANAL of `���33•p a �+ �+ c + .+- REALI _ NIENT z �Z 3 w �--; •- SEE PRIVATE WALL 3 _iI G z a PLANS FOR CANAL WALL y i /, Q iii iJ7 p W to to I FG o � s.2 FG f 46.2 34b: 4 J r w r r =' co 1." / r 1 0 S1GFiT/o c� rj ti 650.00 '•. ®0 z coel _,; cr IN OF ® 1-0t) god < =Z:)SIFT _ + rn o o �r OCD m 00 z i Q 711 _177— s . Q_ + V) 9_ ±00 ` _ _ _ _ _ _ _ _ _11 +00 __. _ _ _ _ 12+00 'f t j ' _._ _ —13+00— , j1 1 M4 CL MHEN ROAD s s s S — — t --------------------------------------- a A mckwo TUAO"H�EN 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 33 STA. 10+00.00 C.L. TO 11+88.87 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 2 10+25 364 362 360 358 356 354 352 350 348 346 NAL ADE 344 342 340 338 336 334 332 12+00 LINE TABLE LINE BEARING DISTANCE L1 S 44°20'38" E 33.90' tcTri S 89°17'41" E 119.23' cs tc M et � J 01 tr 'to Lo Q- OCC vi c�,,� tow C) fes► c�fl � CJ t o Q o, + coQc V) � a' Q W PRIVATE PIANS r`-- F)R CANAL —' � c- cn WALL c� c~n @IIIIIIIII UNDSCAPE ADE TOP FOOTING PAD GR E C zo cn z N; t+;) th uj W +1- 0j u � d- W ^-a w t w a cv c� �,• U LO 0 ori °- cow �ci * z ai of 00 06 4. tt) � p cfl cs> Oo o o © o .... •-- ¢ CL �--.- w �-.-- QQ ¢¢ V_ cin f" in ¢ cin U) c~n 153.13' WALL SECTION 1 2 10+25 364 362 360 358 356 354 352 350 348 346 NAL ADE 344 342 340 338 336 334 332 12+00 LINE TABLE LINE BEARING DISTANCE L1 S 44°20'38" E 33.90' L2 S 89°17'41" E 119.23' 4" THICK POUR IN PLACE CONCRETE WALL CAP. COLOR: NATURAL. 3" WIDE PRECAST CONCRETE SILL CHAMFER EDGES TO FORM FRAME. ENGRAVE 15' SMOOTH -FACE CONCRETE BLOCK COLOR: NATURAL re �. ..•....•r a r a�r�� �. � �ra.a r s �srr s e n�� � SEE TYPICAL WALL ELEVATION DETAIL B ON THIS SHEET 2'-0" WALL FOOTING / EASEMENT R/W & P/L \�,R/W 33'-11" / e MASONRY TIES 0 16" O.C. 8" X 6" X 16" CONCRETE 4" THICK POURED IN / ee EACH DIRECTION BLOCK PER WALL SECTION 1 PLACE WALL CAP / / 8' X 6" X 16" CONCRETE R/W & P L BLOCK PER WALL SECTION 1 8" X 10" X 16" CONCRETE BLOCK #4 "L' BAR 0� " 8" X 6" X 16" CONCRETE BLOCK � � " EA. CORNER 2 -4 2 -4 #4 BARS EA. WAY A SECTION NOT TO SCALE A DETAIL 2 NOT TO SCALE AS SHOWN ON PLANS YTe 6"x 8"x 16" SPLIT FACE BLOCK W/ #4 BAR EACH CELL WITH HORIZONTAL STIRRUPS 6"x2"x16" BALBOA SOLID BLOCK CAP COLOR: NATURAL L -v AL WALJ. EL.EVA11ON SCALE: NONE 8"x 8"x 16" OR 6"x8"x16" CONCRETE BLOCK 2'-0" (LOWER COURSES, PER PLANS) F---] 1 6"x 8"x 16" MORTARED CONCRETE BLOCK (UPPER COURSES) tl C SECTION NOT TO SCALE B DETAIL 2 NOT TO SCALE 1—U 6"x8"x16" SPLIT -FACE CONCRETE BLOCK COLOR: NATURAL 2,_0» C SMOOTH -FACE CONCRETE BLOCK COLOR: NATURAL 3" WIDE PRECAST CONCRETE SILL CHAMFER EDGES TO FORM FRAME R/W & PA 2'-0" WALL FOOTING EASEMENT PER FINAL MAP 4" THICK POUR IN PLACE CONCRETE WALL CAP I COLOR: NATURAL I I *PILASTER NOT SHOWN I I ENGRAVED THE 15" HIGH LETTERS. _./ BACK OF WALL SHAD. BE COLOR: PER OWNER. INSTALLED AT R/W UNE i REFER TO WALL SECTION 1 j ON SHEET 1 FOR EXACT SIZE i OF CONCRETE FOOTING AND REBAR PLACEMENT B SECTION NOT TO SCALE P/L R/W 6"x8"x16' SMOOTH FACE 2' FOOTING EASEMENT 6' 10' CONCRETE BLOCK PER FINAL MAP 2' COLOR: NATURAL WALL STATIONING CALCULATED I w FROM THE BACK FACE OF WALL m w 4.0% MIN. m PAD ELEV. MAX. 6"x 8"x 16" SLUMPSTONE SOLID BLOCK CAP 39.40'± U-1 0 2.0% MIN. 2.3MAX• EX. EP McCUTCHEN ROAD pSTA 10+00.00 TO 11 +88.87 ks.2 NOT TO SCALE SCALE: 1 " = 40' 40' 20' 0' 40' 80' LEGEND: ABBREVI�411ONS FL FLOWLINE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION PA PROPERTY UNE R/W RIGHT--OF—WAY TC TOP OF CURB TW TOP OF WALL — — RIGHT—OF—WAY PROPOSED BLOCK WALL --- --- TRACT BOUNDARY -- -- -- -- -- WALL FOOTING EASEMENT — — — — — EXISTING EASEMENT CENTERLINE -- — LINE OF SIGHT CTION LETTER A SECTION LINE SHEET SECTION IS LOCATED @IIIIIIIII