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HomeMy WebLinkAbout1.4-7291BENCHMARK. TOP OF BRASS DISC LOCATED AT THE SOUTHEAST CORNER OF PROJECT AND THE OFFSET FROM THE CENTERLINE CLAUDIA AUTUM DRIVE (40'WEST OF THE EAST RI AT THE INTERSECTION WITH CKDALE HIGHWAY. ELEVATI!N IS ,.• - i i POSITIONING USERSSERVICE #r PROVIDED ARE BASED NAVD88 DATUM AND ARE DERIVED FROM POST PROCESSED GPS SOLUTIONS. THE BASE STATIONS USED FOR THIS DERIVATION WERE PID-DM7566, PID-DM6180, PID-DM6177 (EPOCH 00 00# ! D3 x >- 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY • INSPECTION SECTION SHALL BE GIVEN AT LEASTt HOURS THE SECTION MAY BE NOTIFIED AT •• 326-3049. 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 ## THE r PERFORMED r #: SHALL BE NO PUBLIC ROADWAYS ! ' t : f �r tD rslir PERMIT t r ' OBTAINED. t UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE BY ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY AT ARE DAMAGED OR D! NOT �2-, t �t.� i # ii lr, � : � s s ark ,► � � +s1 140 ' t t • • MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4: 1, EXCEPT FOR ! FEET BEHINDTHE SIDEWALKWHEREMAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND SIDEWALK # • ! • METHOD TO PREVENT • #f • SIDEWALK ENGINEERS STATEMENT : 1 • t •• #tom �* • I AM RESPONSIBLE FORALL CALCULATIONSAND DRAON AND ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION APPROVED BY: STEVEN J. MACIAS R.C.E. 83360 DATE [12 i APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. 69 EXP 12131/18 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE Know what's i uall before you dig. TRAFFIC ENGINEER DATE NOTE: PRIOR OF PHASE OF CONSTRUCTION CONSTRUCTIONTHE CITY DEPARTMENT A M SHALL TELEPHONEBE GIVEN 24 HOURS NOTICE. s9 i t, MATERIALS .i r, !r THIS PROJECT REQUIRE , COMPLIANCE THE REQUIREMENTS AND STANDARDS SET FORTH BY THE CITY OF s t ! HAVE BEEN MET. i SECTION A LOOKING EAST E 1 SCALE: 5 I f t N.T.S. VERT. I� NOTES 1. ALL MASONRY SHALL COMPLY WITH THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE. 2. REINFORCING BARS SHALL BE ASTM GRADE 40 DEFORMED STEEL AND SHALL BE CLEAN OF DIRT AND RUST BEFORE PLACEMENT.. 3. GROUT SHALL BE PLACED AT LOCATION OF VERTICAL AND HORIZONTAL REINFORCING BARS 4. FOOTING REINFORCING STEEL SHALL HAVE A MINIMUM OF 3" OF COVER AGAINST SOIL EDGES. { { � 5• SI©E MORTAR � 2� CENTERS FOIA IVCVEEP �QL�S FIRST COURSE ABOVE FINISHED GRADE OF NON RETAINING I 8" EASEs MENT 370 21 f( ff I a 4:1 MAX. 1% MIN. 14" 4:1 MAX. i h G7 � h � r- 368 #4 REBAR @ 8" Q.C. MAX. +as a-- `�' �- �. (4) #4 REBAR CONTINUOUS #4 VERT. W1900 STD. �- HOOK @ 16 Q.C. MAX N t6 7'4" BLOCK WALL 12.0' LANDSCAPE & BLOCK d���� 4:1 MAX. 8" I EASEMENT WALL EASEMENT 4:1 MAX. ���� co ` . 366 INSTALL PILAE TER -®-- 3 LF 6'-8" WALL "A° 20 ��-- co c`t cL "' � c < crs ao # 22 64 33` LF 7=4" WALL INSTALL 20 LF OF FG S 357.28 1 22 LF 3 7'-4" BLOCK WALL FG N 357.94 68 LF 6'--8" WALL "B" 32" �--� 20 LF 6'-8" WALL "A" '_ i. 6 TW 364.45 TW 364:45 6'-8" BLOCK WALL A TW 364.45 7 -4 WALL INSTALL LF F t " ^�.. r 7 3 0 6 -8 STA. 22 00.07 64.67 LT , iI i NM 363.7MB TW 363.78 STA; 22+03.07, 64.32 LT FG N 357.78 TW 363.78 362 " " " " FTG E 357.11 TYPE A TO TYPE B _ 363.78 _ f � FTG W 357.11 TRANSITION �TW W 364.45 LOT 17 `=� . _360 _ � FINISH .GRADE .NORTH (LOT SIDE) INSTALL 68 LF OF 6'-8" TW 363.78 FG N 357.31 E BLOCK WALL "B" FG N 357.78 FINISH GRADE SOUTH (LANDSCAPE SIDE] • T P 358 FG N 357.94 FG S 357:28.. ��._ FG S 357.28 ��m•----�-.-.._ �. wM �;.�.� TOP OF FOOTING FG N & S 357.63 FL 356.77 _ .44 BTM FTG 355,61 ( TOP FTG 357.91 6'-8" TYPE TO 6'-8" TYPE WALL TRANSITION .� � � _ �.� .. q4 .--...:� FG N&S 356.70 356 ...J :: BLOCK WALL "A" FTG E&W 357.11 .. TOP FTG 356.44 . ' FL 356.59 TOP FTG 357:11 _ ' r f Y STA. 22+91.47, 64,67` LT BTM FTG 356.28 BTM FTG 356.2 BOTTOM OF FOOTING TOP FTG 357.11 FG N&S 357.31 TOP FTG 357.11 FL 356.13 354 >: FTG W 35711 ORIGINAL GRADE BTM FTG 356.28 23 00 BTM FTG 356.28 BTM FTG 355.61 FTG NE 356.44 cr INSTALL 3 LF < .... , .. TW W& NE 363.78 FLOW LINE OF MOW CURB �. 21+75 22.0 22+25 22+50 +23+00 12.0' 10.0' EASEMENT G� 21 f( ff I 14" do 22 " 4:1 MAX. 1% MIN. 14" 4:1 MAX. i 1% MIN. 90" 2"MIN. 22" #4 REBAR @ 8" Q.C. MAX. FL 356.59 32" (4) #4 REBAR CONTINUOUS #4 VERT. W1900 STD. HOOK @ 16 Q.C. MAX 7'4" BLOCK WALL 12.0' LANDSCAPE & BLOCK m. 4:1 MAX. 8" I EASEMENT WALL EASEMENT 4:1 MAX. F ` INSTALL PILAE TER STA: 21+80.07, 64.67' LT # 22 64 33` INSTALL 20 LF OF FG S 357.28 � s 7'-4" BLOCK WALL FG N 357.94 3" MIN. COVER 32" #4 VERT. W1900 STD. HOOK @ 24" O.C. MAX. y FTG 357.11 i. 6 `s: 6'-8" BLOCK WALL A TW 364.45 i) INSTALL LF F t " ^�.. r 7 3 0 6 -8 STA. 22 00.07 64.67 LT , iI i " " LOT 18 K A BLOC WALL PAD: 357.63 FG S 357.28 STA; 22+03.07, 64.32 LT FG N 357.78 " " " " FTG E 357.11 TYPE A TO TYPE B � f � FTG W 357.11 TRANSITION �TW W 364.45 LOT 17 `=� INSTALL 68 LF OF 6'-8" TW 363.78 E BLOCK WALL "B" °- STA: 22+71.47,64.6T LT "B" "A" .�. ( 6'-8" TYPE TO 6'-8" TYPE WALL TRANSITION Lu i j1 ( q4 INSTALL 20 LF OF 6 �8 FG N & S 357.63 ...J :: BLOCK WALL "A" FTG E&W 357.11 .. . ' INSTALL PILASTER TWE&W 363.78 ' r f Y STA. 22+91.47, 64,67` LT FG N&S 357.31 FL-- 56.77 >: FTG W 35711 23 00 FTG NE 356.44 cr INSTALL 3 LF < .... , .. TW W& NE 363.78 OF MOW CURB �. INSTALL 22 LF OF- -,-°.,r_- 7'-4" BLOCK WALL..: 3556.6 VFYCONTR .. ---435U4 ti..w. FL` 356:13.; - SIGHT D1TANCE . INSTALL PILASTER START POINT PER STA: 23+06.69, 80.04' LT FG {� 356 0 CIT YSTL} :;. . , x_.. FTG SW 35644 36,3-78 NSTALL 1 LF F OF fULOW CURB 24.00 7'-4" rz- ft a0liffigalj%I&`� ' 4 REBAR l R @ ! MAX MASONRYBLOCK #4 REBAR CONTINUOUS 24" LAP SPLICE 10" 09 14" do 22 " 4:1 MAX. 1% MIN. 14" 4:1 MAX. 1% MIN. 90" 2"MIN. 22" #4 REBAR @ 8" Q.C. MAX. 3" MIN. COVER 32" (4) #4 REBAR CONTINUOUS #4 VERT. W1900 STD. HOOK @ 16 Q.C. MAX 7'4" BLOCK WALL SCALE: 1" = 2' 4:1 MAX. 8" I EASEMENT `-- #4 REBAR CONTINUOUS #4 REBAR @ 32"O.C. MAX. 8"x8"x16" MASONRY BLOCK #4 REBAR CONTINUOUS 4" 12" #4 REBAR @ 8" O.C. MAX. 24" LAP SPLICE 6 4:1 MAX 4:1 MAX. 1 % MIN. 1 % MIN_ Of 10" 2" MIN. (3) #4 REBAR CONTINUOUS 3" MIN. COVER 18" #4 VERT. W190° STD. HOOK @ 32" O.C. MAX. 6'-8" BLOCK WALL B SCALE: 1" = 2' SECTION B -B LOOKING NORTH SCALE: 1'= 5` VERT, 1'= 10'HORIZ. * ALL OFFSETS ARE TO CENTER OF WALL �yLERFRAN AVE [II•�Iil'Ii►I1 } I 8" EASEMENT t #4 REBAR CONTINUOUS #4 REBAR @ 24"O.C. MAX. 6.00' MIN. 8"x8"x16" MASONRY BLACK #4 REBAR CONTINUOUS 6=8" WR it i . 6.00' MIN. CONCRETE CAP PER -' LANDSCAPE PLANS, FASTEN TO WALLS PER MANUFACTURERS INSTRUCTIONS 8" CMU BLOCK Wt #4 HORIZ @ 24" O.C. & #5 VERTS @ 16" Q.C. 8"MAX. FINISH GRADE rr FINISH GRADE #5 VERTS W/ 6" TAILS 16" O.C. CENTERED IN 1r_0" VARIES WALL ALTERNATE TAIL DIRECTION TYP 3" CLR. 3" CLR. " t H 2t-4 X2-4 3#4X5#4 6► 8" _ 74" BLOCK PILASTER SCALE: 1" =2' tui�/-� 'VJ cf) T ¢ is mm m . C5 Q ¢ irj tl7 W v5m-1u ►� .'j. ci <� ate, CL: >-- u- cs m � C1 aui m Ci CC a_ o 14" 22" #4 REBAR @ 8" O.C. MAX. 24" LAP SPLICE 10N 4:1 MAX. 16" MAX.1% 4:1 MAX. MIN. ` 1%Mf 8" MAX. 10" 2" MIN. s 4 #4 REBAR CONTINUOUS 3" MIN. COVER 32" #4 VERT. W1900 STD. HOOK @ 24" O.C. MAX. 6'-8" BLOCK WALL A SCALE: 1" = 2' 6.00' MIN. CONCRETE CAP PER -' LANDSCAPE PLANS, FASTEN TO WALLS PER MANUFACTURERS INSTRUCTIONS 8" CMU BLOCK Wt #4 HORIZ @ 24" O.C. & #5 VERTS @ 16" Q.C. 8"MAX. FINISH GRADE rr FINISH GRADE #5 VERTS W/ 6" TAILS 16" O.C. CENTERED IN 1r_0" VARIES WALL ALTERNATE TAIL DIRECTION TYP 3" CLR. 3" CLR. " t H 2t-4 X2-4 3#4X5#4 6► 8" _ 74" BLOCK PILASTER SCALE: 1" =2' tui�/-� 'VJ cf) T ¢ is mm m . C5 Q ¢ irj tl7 W v5m-1u ►� .'j. ci <� ate, CL: >-- u- cs m � C1 aui m Ci CC a_ o PLOT DATE: Feb 15, 2017 ,SOB NO.: 14292 FILE NAME: STREET PP.DWG SCALE: V-40' SHEET NO.: 1 OF 1 +s PLOT DATE: Feb 15, 2017 ,SOB NO.: 14292 FILE NAME: STREET PP.DWG SCALE: V-40' SHEET NO.: 1 OF 1