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Home My WebLink About1.4-7291 RevisedBENCHMARK: TOP OF BRASS DISC LOCATED AT THE SOUTHEAST CORNER OF PROJECT SITE, AND THE 101 OFFSET LINE (WEST) FROM THE CENTERLINE OF CLAUDIA AUTUM DRIVE (40'WEST OF THE EAST r AT INTERSECTION STOCKDALE HIGHWAY. ELEVATIONy , •► THE BENCHMARK FOR THIS PROJECT LOCATION WAS DERIVED USING NGS'ONLINE POSITIONING r SERVICE 1 r ELEVATIONS PROVIDED r i BASED t Ilii DATUM AND AREDERIVED ROPOST PROCESSED r SOLUTIONS. THE BASE STATIONS FOR DERIVATION r r# i t PID-DM6180, r (EPOCH 2002.0000, GEOID09). 370 21 0 0 22" 4:1 MAX. � 0 0 24" LAP SPLICE 10" �- 36$ #4 REBAR @ 8" O.C. MAX. Q ¢ FL 356.59 24" LAP SPLICE 10« m ,., Ir-� - Cep C1 _ 12.0` LANDSCAPE &_ BLOCK « 16 MAX. V C 10" � �`1 Cf) C40 c� COCfl C/3 Cis L1! ! �~ 3' MIN. COVER 32" .. # 2 r.1 N .. cnw .� 366 6433''= "' `� .>_ . 3 LF 6'$" WALL "A" STA: 21+80.07 64.67' LT �- � � 22 0- F- C, «� �� X58 R 4 1 D INSTALL 20 LF OF FG S 357.28 -4----- 20 LF 7'-4" WALL 4 74" BLOCK WALL FG N 357.94 22 LF � 364. TW 364.45 TW 364:45 _68 LF 6 =8" WALL 'B" I° -T-- ZO LF 6`-8" WALL "A" ""_ T -4W WALL TW 36445 pp �� W N C 2TeSES � Exp. i2 3 NTW 363.78 SeG9>vy.) TW 363.78 � 6'-8" BLOCK WALL A WALL FG S 357.28G6Sx PAD: 357.6 3 fC fL D�7r S. tFG SCALE: 1" = 2' TW 363.78 362 _ 363.78 0-1 'mss 360FG FG N 357.78 FINISH GRADE NORTH (LOT SIDE) _ FINISH GRADE SOUTH (LANDSCAPE SIDE) F F ' « 68 L 0 6-8 N 357.31 T P 358 FG N 357.94 FG S 357.28 __ n.. FG S 357.28 TOP OF FOOTING FG N & S 357.63 _ _ .44 FL 356.77 -w-.--- BTM FTG 355.61 _ TOP FTG 357.11 ,.�.. �....� �.,.,..w �..�r..�.. .....�......�..��.. ..�...�..�.�,..__ �.��a _..�.�,.,.,�,...�..t .�.,..�� :.��. _ ...�- -�, ....�� u FG N&S 356.70 356 6-80 TYPE TO 6`-8" TYPE TOP FTG 356.44 LLJ FL 356.59 BTM FTG 356.28 TOP FTG 357.11 BTM FTG 356.28 BOTTOM OF FOOTING TOP FTG 357.11 TOP FTG 357.11 FL 356.13 354 BLOCK WALL 'A" FTG E&W 357.11 -: ORIGINAL GRADE BTM FTG 356.28 BTM FTG 356.28 BTM FTG 355.61 STA: 22191.47, 64.67' LT FLOW LINE FG N&S 357.31 21+75 t=2.356.77 22100 22+25 22+5022+75 FTG W 357.11 C 23+00 1 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, CONSTRUCTIONiN SECTION SHALL BE GIVEN AT LEAST 24 HOURS THE SECTION MAY BE NOTIFIED AT (661) 326-3049. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC DEPARTMENT OR ANY PERFORMED #s/ ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, _ iia, INSURANCE AND SECURITY BASED O l#, APPROVED ENGINEER'S ESTIMATE FOTHE R PERFORMED RIGHT-OF-WAY SHALL POSTED PRIOR TO THE ISSUANCE PERMIT. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR WORK IN THE UNDEDICATED ROADWAYS O j/ PROPERTY SUBDIVISION . PERMIT _ BEEN OBTAINED. j UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444). COMPACTION COMPACTION THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED _ DETERMINED' ANY ITEMS IN THE PUBLIC r• 1 THAT ARE DAMAGED O NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL BE REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL •' 41, EXCEPT FOR TWO FEET BEHIND THE WHERE THE MAXIMUM O"It SHALL BE i i ALTERNATIVELY, = A ENGINEERMAYAPPROVE CURBING SIDEWALK.BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE 1149 UUM 01 R-Wq at � 0 APPROVED BY: STEVEN J. MACIAS R.C.E. 83360 DATE k PPROVED BY: NICOLAS FIDLER, PUBLICDIRECTOR R. 0 6 9 r • REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTO R DATE REVIEWED BY: TRAFFIC ENGINEER DATE •^ belown C -a 11 before NOTE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION,' THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL r SUPPLIED FOR THIS PROJECT REQUIRE t CERTIFICATE , COMPLIANCE STATING i THE REQUIREMENTS • k % STANDARDS CITY OF BAKERSFIELD HAVE BEEN MET. EASEMENT 12.0' 1% MIN. To SE TL*x"rtK$b GoricIcrE. Coast tam PATTERN IV U M':I WCb $'Y To* !UCCA Wyn ,"j j PAA%tS bt PA R T p4tWr. Cft (t b ?KA0rIF WrO CONS# ftg4,T')&W, (0/i A-ur rw el G bN ZR bE� 64 i - 326- 32&9 Tob bh%/.S ff.**A �ro 6o�►stav�ta�. 1. ALL MASONRY SHALL COMPLY WITH THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE. b q b i 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 3ff OF COVER AGAINST SOIL EDGES. 1 1 I << 5. OMIT MORTAR FROM VERTICAL JOINT IN FIRST COURSE ABOVE FINISHED GRADE OF NON RETAINING „ SIDE AT 32 CENTERS FOR WEEP HOLES T-4" 6'-8" 1 8« EASEMENT #4 REBAR CONTINUOUS 8"x8uxl6u MASONRYBLOCK REBAR CONTINUOUS 14' 21 22" 4:1 MAX. i 24" LAP SPLICE 10" r� { 22" #4 REBAR @ 8" O.C. MAX. 4:1 MAX. FL 356.59 24" LAP SPLICE 10« B ,., 4:1 MAX. 12.0` LANDSCAPE &_ BLOCK « 16 MAX. 10" WALLEASEMENT 2" MIN. #4 REBAR @ 8" O.C. MAX. �~ 3' MIN. COVER 32" INSt L PILA ER 6433''= HOOK @ 16 O.C. MAX STA: 21+80.07 64.67' LT 22 SCALE: 1" = 2' X58 R 4 1 D INSTALL 20 LF OF FG S 357.28 8" I EASEMENT 4 74" BLOCK WALL FG N 357.94 1 N T S A i.+L "I FTG 357.11 % WR E v6 ATt (4) #4 REBAR CONTINUOUS W No. 071479 omcc: TW 36445 pp �� W N C 2TeSES � Exp. i2 3 INS ALL 3 LF OF 6 -8 T STA. 22 00.07s 64.67 L7 «A« LOT 18BLOC SeG9>vy.) � 6'-8" BLOCK WALL A WALL FG S 357.28G6Sx PAD: 357.6 3 fC fL D�7r S. tFG SCALE: 1" = 2' STA: 22103.07, 64.32 LT N 357.78 TYPE A TO TYPE wBff FTG E 357.11 0-1 'mss TRANSITION FTG W 357.11 ' TW W 364.45 LOT 17 F F ' « 68 L 0 6-8 _INSTALL BLOCK WALL 'B" TWE 363.78 STA: 22+71.47, 64.67 LT OB" "A" 6-80 TYPE TO 6`-8" TYPE WALL TRANSITION LLJ INSTALL 20 LF OF 6-8` FG N & S 357.63 BLOCK WALL 'A" FTG E&W 357.11 -: INSTALL PILASTER TW E&W 363.78 STA: 22191.47, 64.67' LT FG N&S 357.31 t=2.356.77 FTG W 357.11 C 23 OQ INSTALL 3.F FTG NE 356.44 TW W& NE 363.78 OF MOW CURS . [ �. INSTALL 22 LF OF 74« BLOCK WALL,.q 356,6 % y, 01 }4.:U4 t 15 8 _ _ FL"356:13ti SiGHTQtSTANCE INSTALL PILASTER START P®IN7PER STA: - 23+06.69, 80.04' LT CrnrSTI-T-7 FTGSVS 356.44 _ _ . ..... hYW-+u� `1W 3617.8 INSTALL 1 LF OF MOW CURB ^ 1 24`00 T-4" 6'-8" 1 8« EASEMENT #4 REBAR CONTINUOUS 8"x8uxl6u MASONRYBLOCK REBAR CONTINUOUS 14' �-- #4 REBAR CONTINUOUS #4 REBAR E@ 32" O.C. MAX. 8"x8«x16« MASONRY BLOCK -,.-- #4 REBAR CONTINUOUS 4' 12" #4 REBAR @ 8" O.C. MAX. 24" LAP SPLICE 4:1 MAX. 4:1 MAX. 1 % MIN. 1% MIN. 10" 2" MIN. (3) #4 REBAR CONTINUOUS 3" MIN. COVER 18' HOOK @ 32" O.C. MAX. 8'®8" BLOCK_ WALL SCALE. 1" = 2' SECTION B LOOKING NORTH SCALE: 1'= 5' VERT. 1'= 10'HORIZ. ALL OFFSETS ARE TO CENTER OF WALL NLER FAN AVE 1 i' 1 8" EASEMENT `- #4 REBAR CONTINUOUS #4 REBAR @ 24" O.C. IMAX. 6.00' MIN. 87x87X16" I MASONRYBLOCK #4 REBAR CONTINUOUS 6r-8" �0*111011910 22" 4:1 MAX. 1% MIN. 24" LAP SPLICE 10" 22" #4 REBAR @ 8" O.C. MAX. 4:1 MAX. 24" LAP SPLICE 10« 1% MIN. 4:1 MAX. « 16 MAX. 10" 2" MIN. #4 REBAR @ 8" O.C. MAX. �~ 3' MIN. COVER 32" (4) #4 REBAR CONTINUOUS o #4 VERT. W190 STD. HOOK @ 16 O.C. MAX 7'-4" BLOCK WALL SCALE: 1" = 2' X58 R 4 1 D « « 8" I EASEMENT �-- #4 REBAR CONTINUOUS #4 REBAR E@ 32" O.C. MAX. 8"x8«x16« MASONRY BLOCK -,.-- #4 REBAR CONTINUOUS 4' 12" #4 REBAR @ 8" O.C. MAX. 24" LAP SPLICE 4:1 MAX. 4:1 MAX. 1 % MIN. 1% MIN. 10" 2" MIN. (3) #4 REBAR CONTINUOUS 3" MIN. COVER 18' HOOK @ 32" O.C. MAX. 8'®8" BLOCK_ WALL SCALE. 1" = 2' SECTION B LOOKING NORTH SCALE: 1'= 5' VERT. 1'= 10'HORIZ. ALL OFFSETS ARE TO CENTER OF WALL NLER FAN AVE 1 i' 1 8" EASEMENT `- #4 REBAR CONTINUOUS #4 REBAR @ 24" O.C. IMAX. 6.00' MIN. 87x87X16" I MASONRYBLOCK #4 REBAR CONTINUOUS 6r-8" �0*111011910 6.00' MIN. CONCRETE CAP PER --� LANDSCAPE PLANS, FASTEN TO WALLS PER MANUFACTURERS INSTRUCTIONS 8" CMU BLOCK WI #4 HORIZ @ 24" O.C. & #5 VERTS @ 16" O.C. 8" MAX. FINISH GRADE FINISH GRADE #5 VERTS Wl 6" TAILS @ a 16" O.C. CENTERED IN11_00 VARIES WALL ALTERNATE TAIL DIRECTION TYP 3" CLR. 3" CLR. 2'4" x 2'4" 3#4x5#4 6'-8" - 7'4" BLOCK PILASTER SCALE: 1" = 2' REV15IONS jk%PPROVED ! . X.C.C. a -1 t DANIEL PAWL&^ R.C.E 6 -'ab$ A XX�EER bi w ii c > v uj a z OCy C3 CO A:� uj (!3 co N ct7 uj civ CD z:� Vcow � etEu c) m u- c� rAft m Lu co Qmul Of a. c� 14' 22" #4 REBAR @ 8" O.C. MAX. 24" LAP SPLICE 10« 4:1 MAX. « 16 MAX. 4:1 MAX. o 1 /a MIN. ---- 1/o Mf « 8 MAX. X58 R 4 1 D « « 4 10 2 MLN. (4) #4 REBAR CONTINUOUS W No. 071479 omcc: 3" MIN. COVER 32" - #4 VERT. W190° STD. HOOK @ 24" O.C. MAX. Exp. i2 3 6'-8" BLOCK WALL A F CA�.��® SCALE: 1" = 2' - 6.00' MIN. CONCRETE CAP PER --� LANDSCAPE PLANS, FASTEN TO WALLS PER MANUFACTURERS INSTRUCTIONS 8" CMU BLOCK WI #4 HORIZ @ 24" O.C. & #5 VERTS @ 16" O.C. 8" MAX. FINISH GRADE FINISH GRADE #5 VERTS Wl 6" TAILS @ a 16" O.C. CENTERED IN11_00 VARIES WALL ALTERNATE TAIL DIRECTION TYP 3" CLR. 3" CLR. 2'4" x 2'4" 3#4x5#4 6'-8" - 7'4" BLOCK PILASTER SCALE: 1" = 2' REV15IONS jk%PPROVED ! . X.C.C. a -1 t DANIEL PAWL&^ R.C.E 6 -'ab$ A XX�EER bi w ii c > v uj a z OCy C3 CO A:� uj (!3 co N ct7 uj civ CD z:� Vcow � etEu c) m u- c� rAft m Lu co Qmul Of a. c� PLOT DATE: Feb 15, 2017 JOB NO.: 14292 FILE NAME: STREET PP.DWG SCALE: 1'=30' SHEET NO.: 1 OF 1 s f PLOT DATE: Feb 15, 2017 JOB NO.: 14292 FILE NAME: STREET PP.DWG SCALE: 1'=30' SHEET NO.: 1 OF 1