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HomeMy WebLinkAbout6.1-1748LIST 0F DRA WINGS SHEET 1 TITLE SHEET SHEET 2 DETAILS AND SECTIONS SHEET 3 CITY STANDARDS SHEET 4 CITY STANDARDS SHEET 5 STREET CONSTRUCTION PLAN SHEET 6 SEWERL/NE PROFILE SHEET 7 SUMP DE TAIL S SHEET 8 STRIP/NG/MARKINGS AND SIGNAGE PLAN BENCHMARK lS THE MONUMENT ON THE CENTERLINE IN TERSEC TION OF BR/MHALL AND RENFRO. ELEV= 354.50' (NA VD 83) THE CEN TERL INE OF BRIMHAL L ROAD BETWEEN THE MONUMENT AT RENFRO ROAD AND THE MONUMENT A T JENKI NS A VE WA S USED A S THE BA SIS OF BEA RING FOR THIS PROJECT (NA VD 83) THE BEARING IS N89 °10'56 "E. A DISTANCE OF 2,646.02'. 'i N&VAN Wv/ %ISI/26%I , CURRENT CITY STANDARDS: S-8, S-9, S-10, S-11, S-12, S-14. PROPOSED CITY STANDARDS: ST -1, ST -3, ST -4, ST -8, ST -24, SW -2, T-2, ST -22. CITY OF BAKERSFIELD DEPARTMENT OF PUBLIC CORKS STREET IMPROVEMENTS, BRIMHALL ROAD AT CALAMITYLANE C/TY PROJECT NO.; T5K203, RT/F PROJECT NO.: B41 4X 1 F 0 f �f J� :f N.. IBA STATE STANDARDSPROxceL OCA TION A20A, A20B, A24A, A24E, A88A, ES -6A 1%R W CONVENTIONAL SYMBOLS Kn EASEMEN T - - RIGH T- OF- WA Y CEN TERL INE RAILROAD, TRACKS X CHAIN LINK FENCE - - - - - - - EXIST. CURB & GUTTER --------------- EXIST. A.C. FLOWLINE EXIST EDGE OF PA VEMENT GUARD RAIL IMPRO VEMEN TS W EXIST WA TER LINE ESTIMA TED QUANTITY S EXIST SEWER LINE G EXIST GAS LINE 1740 SD EXIST STORM DRAIN OH EXIST AERIAL 346 E EXIST UNDERGROUND LF LINES 300 LF POWER LINE TV EXIS T UNDERGROUND PAVEMENT MARKINGS, THERMOPLASTIC T EXIS T UNDERGROUND 1 TV CABLES PHONE LINE O EXIST OIL LINE FO EXIST FIBER OPTIC LINE Fo_1MANHOLE F.H. FIRE H YDRAN T P.P.W M -4- POWER POLE C WATER METER W.V. ❑ EXISTING MONUMEN T N WATER VALVE G.M. If FU TORE MONUMEN T ® GA S ME TER S.L. G.V. S TREE T L / GH T DQ GAS VAL VE S TREE T LIG HT W/MAST ARM -Q� BENCHMARK C.O. • CLEAN OUT 1011�- A U TO SCOPE © PRE- EMP TION DEVICE NOT TO SCALE FINAL PAY QUANTITIES I TEM ESTIMA TED QUANTITY UNIT OF MEASURE REMOVE TRAFFIC STRIPES AND PA VEMEN T MARKINGS 1800 SF EARTH WORK (ROAD WAY EXCA VA TION) 1740 C Y EA R TH I�VORK SUMP EXCA VA TION 1128 C Y TRAFFIC STRIPES, THERMOPLASTIC, (DETAIL 22) 346 LF TRAFFIC STRIPES, THERMOPLASTIC, (DETAIL 32) 982 LF TRAFFIC STRIPES, THERMOPLASTIC, (DETAIL 38) 300 LF LIMIT LINE, THERMOPLASTIC 12" WIDE 134 SF PAVEMENT MARKINGS, THERMOPLASTIC 279 SF PA VEMEN T MARKINGS, TYPE D (BLUE) 1 EA Job No.: T51<203 File Path: &TROJECTS12014-2015751<203- St. Imp. Brimhall @ CalamitylAutoCAD Drawings File Name: PLANS -BRIM AT CAL.dwg NO TE: THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: CdASS A NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444 OR 811, 48 HOURS PRIOR TO EXCA VA TION. QRpFESSIpN� c� a� 7�_ C 80507 * Exp. 3-31-17 J'J9TF CIV 1 OF CA�� 18 MILES Ali 0 1 2 3 m BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE. - 5' WIDE AT CURB AND GUTTER 4' A T CURB ONL Y BEGIN DETAIL 39 AT ECR W/ PA VEMEN T MARKING ■ END DETAIL 39 AT BCR WHEN DETAIL 39A IS NOT SHOWN ON PLAN END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN 200' Im TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID -ARC POINTS OF THE CURB RETURNS WHEN FH W/ THIN 10' OF CURB RETURN ^F, H, ■ f— TRAFFIC FLOW ■ — TRAFFIC FLOW TERMINATE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS F.H. ^ HYDRANT MARKER TRAFFIC STRIPE ■ 0 MARKER DETAIL N. T.S. TYP/CAL LANE STRIPING AT INTERSECTIONS WITHOUT STOP BARS AND HYDRANT MARKER LOCATIONS OF STREET & q OF CONSTRUCTION 55' STA 14+00 TO STA 23+26 COLDPLANE TO LIMITS SHOWN ON PLANS I —� [--*--PAV/NG SECTION VARIES COLDPLANE SURFACE TO A UNIFORM DEPTH OF 2" EXISTING PAONG 22' M/N TO 27' MAX — 2' SA WCU T rOUParT Tn onz I yl SAW CUT TO A NEAT VERTICAL i FACE I Q O o 0.50' H.M.A. (TYPE A) 0.75' A.B. (CLASS II) 1.25' NATURAL GROUND COMPACTED TO 959 MAX RELATIVE DENSITY, PAVING SECTION STA. 14+00 — 22+.36 R/W 1 MAX MATCH EX/ST/NG N. T.S. N. T.S. QRpfESS/ONq 51NGN y REGISTERED CI VI L ENGIN ER C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD `P�41, /V1\- 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 F OF CP,0F REVISIONS No. DA TE DESCRIP TION ll(III III R/W CL R/W LEGEND 55' - F 55' I ® 22' f PROPOSED HO T M/X ASPHAL T (H. M. A.) PA VEMEN T 16' �• 14' MAX PROPOSED COLDPLANE AND HMA OVERLAY COLOPLAN SURFACE O PROPOSED CONCRETE STRUCTURE LIMITS SHOWN ON PLANv; �i 5 6" I PROPOSED AGGREGATE BASE 27 1x_ = — PROPOSED SUB -BASE 4:1 MAX -� �\2Y.4:1 MAX EXISTING H.M.A. PAVING COMPACT To Sox EX/STING AGGREGA TE BASE RELATIVE DENSITY C� DETAILS AND SECTIONS I I .I ICOrYPE e' EX/STING SUB -BASE CURB/GUTTER PER Z COB S rANDARDS S r- f EX/ST/NG CONCRETE STRUCTURE o W 0.50' H.M.A. (TYPE A) 0.75' A.B. (CLASS II) UNO UNLESS NOTED OTHERWISE 1.25' NATURAL GROUND COMPACTED TO 95% MAX C PAVING SECT/ON RELATIVE DENSITY. f z STA. 22+36 — 23+26 N. TS. hITY RECORD No. File Name: PLANS -BRIM AT CAL Drawn: E.SIGUENZA STREET IMPROVEMENTS, BRIMHALL ROAD AT CALAMITY LANE SHEET NO. CITY OF BA KERSF/EL D, CA L IFORN/A PUBL l C WORKS DEPARTMENT Job No.: T5K203 En gin e er: B. MCCL URE Date: Apr. 19, 16 Checked By. �; j� 2 OF 8 0 1 2 3 Q N z LLJ 0 0 (n _J LLJ M 0 LLJ O I a Q (.0 Ln Lo O CTI O N Q Q t7 'L Li 7) J Q U F- < Q ry M I U) Z a _J n / Is c 0 0 Q U O Q / _c E d C} U d E M Q E (n I M O N Y L0 L0 O N I d' T- O N V) I- U W 3 NO rr In / LVA FENCE CUTOFF AT STREET CORNERS 5' CHAIN-LINK FENCE W/ REDWOOD SLATS SI4ALL CONFORM TO THE REQUIREMENTS OF THE CITY TRAFFIC ENGINEER. J12' YYP' P, TOP A A TOE 16• I I NOTE: 12• 12'LOCATION AND NUMBER OF 2 DRIVE AND WALK GATES A IN FENCE TO BE DETERMINED 9SUS PA�� R4,lpp EN THE NGNEERELD BY THE CITY ° Isx 92 TOP PLAN LOWEST INLET GUTTER ELEV. 1' FREE BOARD (MIN.) t2' PIPE DESIGN WATER SURFACE OUTLET I I 8" MAXI STRUCTURE P 111111111111-0 III- 111-475 CONSTRUCT 6' HIGH CHAIN-LINK FENCE W/ REDWOOD SLATS AT PROPERTY LINE, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER, r GUTTER IL • UNLESS OTHERWISE SECTION - I = SECTION A - A GENERAL NOTES: ALLOWED -I IIS- A F --11„ FENCING LL WORK SHOWN SHALL CON ORM TO THE APPLICABLE SECTIONS OF THE CURRENT SPECIFICATIONS ENTITLED "STANDARD SPECIFICATIONS, GUTTER H STATE OF CALIFORNIA, BUSINESS AND TRANSPORTATION AGENCY, HEIGHT 2 HEIGHT 3 DEPARTMENT OF TRANSPORTATION", LATEST EDITION AND THE FOLLOWING WELD HINGE 6' GENERAL NOTES: TO ANGLE 8" DRAINAGE BASIN SHALL BE A MINIMUM OF ONE BUILDABLE LOT, 3'-0 FRONTING ON A STREET, AND HAVING A SHAPE AND LOCATION 2'-6" 3'-0" ACCEPTABLE TO THE CITY ENGINEER. 8" f7' • 4•' LANDSCAPED PARK DRAINAGE BASINS SHALL NOT BE GOVERNED BY TTHIS 5.79 9/ FT. STANDARD. 2+' 2-3/4" x W ANCHOR BASIN SITE SHALL BE DEEDED IN FEE TO THE CITY OF BAKERS - 2-0ro- OLD. GMTV. PPE BOLTS WELDED TO FIELD. 4.10 // FT. 0.0. M. PPE ANGLE G" FROM 2.72 // FT, *� ENDS ® SIDE SLOPES SHALL NOT EXCEED 2:1 VARIABLE -Q PLAN ELEVATION OUTLET STRUCTURE t2 ALL EXPOSED METAL IN THE OUTLET STRUCTURE SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. 6' 112'1OUTLET STRUCTURE SHALL BE CONSTRUCTED WITH CLASS "A" (6 SACKS) CONCRETE WITHIN 2 1/2" TO 5 1/2- SLUMP. CONCRETE SHALL CONTAIN NO ADDITIVES UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY ENGINEER. ' CONCRETE SHALL BE CURED WITH A WHITE PIGMENTED CURING 6" 6" COMPOUND COMPLYING TO SECTION 90-7.01B OF THE STANDARD SPECIFICATIONS SECTION NO PIPE BELLS SHALL BE PLACED IN STRUCTURE. CHAIN LINK FENCE AND GATES SHALL CONFORM TO THE SPECT FI- CATONSSHOWN ON CITYBAKERSFIELDOF STANDARD DRAWINGS 3/8" x 2' FLAT BAR 5-1I0 AND S-11. (LENGTH - PIPE O.D. + 10") WELD BAR TO HINGES ALL NEW DRAINAGE BASINS INCLUDING AREA BETWEEN FENCE & SIDEWALK SHALL BE STERILIZED WITH A PERMANENT STERILANT SUCH AS HYVAR A. ADDITIONAL TREATMENTS TO THE AREA BETWEEN • 1/2"* BARS FENCE AND SIDEWALK SHALL BE AS DIRECTED BY THE ENGINEER. APPLICATION RATE IS TWENTY-FIVE (25) POUNDS PER ACRE. A REPRESENTATIVE OF THE PARKS DIVISION SHALL BE ON SITE AT 6. TIME OF STERILIZATION. BASIN CAPACITY SHALL CONFORM TO CITY OF BAKERSFIELD PUBLIC PARKS DEPARTMENT DESIGN POLICY FOR DRAINAGE. 3/8- GALVANIZED MACHINE BOLTS INTO LEAD SHEILDS STANDARD N.T.S. TWELD 1/2" BARS TO FLAT BARS DRAINAGE BASIN AT TOP AND BOTTOM. GENERAL NOTES: INSTALLATION OF FENCING AND GATES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 80-4 OF THE SPECIFICATIONS ENTITLED "STANDARDP IFI ATI TAT F S EC C ON, STATE 0 CALIFORNIA, DEPARTMENT OF TRANSPORTATION", CURRENT EDITION. A6"X6"1 T 5 x 1 5 c m CONCRETE CURB SHALL B CONSTRUCTED E CONS UC ED UNDER ALL FENCE WITHIN CITY PARKS, A 6" (15 cm) THICK X 9" (22.5 cm) WIDE CURB SHALL BE USED. IN EITHER CASE A 1-1/2" (3.5 cm) CLEARANCE BETWEEN THE CURBING AND THE FABRIC SHALL BE USED. CONCRETE SHALLA A BE CLASS 8 (5 SACK) AND SHALL BE WITHIN 2-1/2' (6.4 cm) TO 5-1/2" (14 cm) SLUMP. SURFACE OF CONCRETE SHALL BE TROWELED SMOOTH, AND BRUSH FINISHED. CONCRETE SHALL CONTAIN NO ADDITIVES UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY ENGINEER. CONCRETE SHALL BE CURED WITH A WHITE PIGMENTED CURING COMPOUND COMPLYING TO SECTION 90-7.018 OF THE STANDARD SPECIFICATIONS. CORNER POST SHALL BE INSTALLED AT ALL ANGLES IN FENCE LINE IN EXCESS OF 10 DEGREES. END, CORNER AND GATE POSTS SHALL BE BRACED TO THE NEAREST LINE POST WITH GALVANIZED DIAGONAL OR HORIZONTAL BRACES USED AS COMPRESSION MEMBERS AND GALVANIZED 3/8" STEEL TRUSS RODS WITH TURNBUCKLES OR TRUSS TIGHTENER USED AS TENSION MEMBERS FABRIC SHALL BE FASTENED TO GATE POST, TERMINAL POST OR CORNER POST WITH 1/4" X 3/4" STRETCHER BAR BONDS AT 8" ON CENTER. FABRIC SHALL BE FASTENED TO LINE POST WITH FABRIC BONDS SPACED APPROXIMATELY 14" APART, AND TO LAST RUNNER AND BOTTOM TENSION WIRES WITH FABRIC BONDS SPACED APPROXIMATELY 24" APART. CHAIN LINK FENCE FABRIC SHALL CONFORM TO THE SPECIFICATION OF ASTM DESIGNATION: A 392, CLASS I. SUBGRADE PREPARATION SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION WITH COMPACTION OF 85X TO A DEPTH OF 0.50 FT. NOTE: WHEN REDWOOD SUBURBAN SCREEN IS REQUIRED, IT SHALL BE USED WITH 3 X 5 9 GAUGE FABRIC SO CONSTRUCTED THAT THE SLATS ARE LOCKED INTO POSITION AND CAN ONLY BE REMOVED WITH USE OF TOOLS. H 1 VARIABLE T UNLESS OTHER ( N01ED T i 1 1 ii VARIABLE 1 ` I L-3'6- MW. REINFORCING STEEL. SEE PLAN MEW. :.• •: v ALHAMBRA FOUNDRY CURB ARMOR #A-3911 VAIN ANCHORS OR EQUAL, A PROTECTION BAR (SEE NOTE 7) \ STIRRUP \wl 9"x17" SUPPORT BOLT � WITH 14EX NUTS. \ R-3" J • . s• ADJUSTING NUTS TO BE TIGHTENED AND SECURED IN PLACE WHEN PLATE IS IN PROPER POSITION. FENCING TABLE GUTTER H HEIGHT 1 HEIGHT 2 HEIGHT 3 DC 5' 6' 10' DL 2'-6" 3'70" 3'-0 2'-0" 2'-6" 3'-0" TEMMIAL POST OR CENTER 2-7ro" GD. 0µV. PPE 2-7/e- O.D. GALV. PPE PT 1/r OLD. GALV. E POST ori // FT. 5.79 9/ FT. 7.50 / /FT. X COLum ,-,ro" a ,-aro' 2.70 // ii. X COLOYN 2-1 1.' . 1-7/9" 2-0ro- OLD. GMTV. PPE L/R: POST Cµv, PPE 2 -aro- 4.10 // FT. 0.0. M. PPE 5.79 // ii. 2.72 // FT, 3.55 // FT. 9 WAGE. 1-3/4 INCH TENNIS BNI FENCE rAC 9 GUACE. 2 RICH MESK •ALV. AFTER r9ENCE MESX. DAM AFTER =LED WELDING MTNCRLED TOP AND BOTTOM WEAMNG. TDP AND 90TTOM RESLATS 2-3/1C . 1/4" NOTE: WHEN REDWOOD SUBURBAN SCREEN IS REQUIRED, IT SHALL BE USED WITH 3 X 5 9 GAUGE FABRIC SO CONSTRUCTED THAT THE SLATS ARE LOCKED INTO POSITION AND CAN ONLY BE REMOVED WITH USE OF TOOLS. H 1 VARIABLE T UNLESS OTHER ( N01ED T i 1 1 ii VARIABLE 1 ` I L-3'6- MW. REINFORCING STEEL. SEE PLAN MEW. :.• •: v ALHAMBRA FOUNDRY CURB ARMOR #A-3911 VAIN ANCHORS OR EQUAL, A PROTECTION BAR (SEE NOTE 7) \ STIRRUP \wl 9"x17" SUPPORT BOLT � WITH 14EX NUTS. \ R-3" J • . s• ADJUSTING NUTS TO BE TIGHTENED AND SECURED IN PLACE WHEN PLATE IS IN PROPER POSITION. .4 24• T 2 'GUTTER 14 BARS BENT DOWN A A T AND IMBEDDED WTO WALL 12" CURB PLAN STEEL PLATE DETAIL ALHAMBRA FOUNDRY GALVANIZED FRAME & COVER OA1530 WITH 2-3/4" STAINLESS STEEL SOCKET HEAD SET SCREWS (SET OPPOSITE AND FINISHED FLUSH) OR EQUAL SIDEWALK SLOPE SEE STEEL 1/4 IN/FT TPLATE DETAIL GENERAL NOTES: 1 12' • 1-� V� 1. ALL CONCRETE SHALL BE CLASS "A" AND SHALL BE WITHIN 2-1/2- TO 5-1/2" •®. SLUMP. 9-1/2" a, CLR 2. SLAB TO BE POURED MONOLITHIC WITH SIDEWALK WHERE SIDEWALK IS CUR NO. 4 BAR CONSTRUCTED OR REPLACED. SURFACES OF ALL EXPOSED CONCRETE . SHALL MATCH SLOPE, FINISH, COLOR AND SCORING OF ADJACENT CONCRETE. VARIES- 3. WALL THICKNESS: T-6" EXCEPT WHEN: ROUNDED, R -PIPE 2'-0" MIN. H>8 FEET T-8" H-VARIBALE 4'' WALL TIKCKNESS L>8 FEET T-8" • CATCH BASIN WALLS SHALL BE INCREASED BY 2" MINIMUM IN THICKNESS IF POURED AGAINST EARTH IN LIEU OF OUTSIDE FACE SLOPE TO OUTLET FORMS. FROM ALL DIRECTIONS 4. WALL REINFORCING NOT REQUIRED WHEN H-8' OR LESS AND L-7' • 6" 98" MEN. W OR LESS. WALLS EXCEEDING THESE LIMITS SHALL BE REINFORCED ' WITH NO. 4 BARS AT 18" O.C., BOTH WAYS ALL REINFORCING SHALL BE • yr NO. 4 BARS 1-1/2' CLEAR OF INSIDE FACE UNLESS OTHERWISE " • SHOWN. 6" & ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION. r 3.6' 6, SUPPORT BOLTS SHALL BE INSTALLED WHEN LENGTH OF OPENING EXCEEDS UNLESS OTHERWISE NOTED 5'-0" AND SHALL BE SPACED AT NOT MORE THAN 5'-0" O.C. AND NOT SUBGRADE IS/�_ VARIABLE LESS THAN 3'-0" O.C. OPTIONAL WITH CONTRACTOR • 7. WHEN CURB OPENING EXCEEDS 5-1/2, A PLAIN ROUND STEEL PROTECTION SECTION A -A BAR 1" IN DIAMETER SHALL BE INSTALLED. BAR SHALL BE IMBEDDED 5" AT EACH END. • PIPE SHALL BE AS SPECIE( A IR Y THE GI R TH 8 ED OR S DIRECTED 8 E EN NEE . E a' „ • ANGULAR CUT ON THE PIPE SHALL BE MADE AS DIRECTED BY THE PIPE ENGINEER. 4 - 9• ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS THE 04 BAR TOTAL 4 �: •� • SPECIFICATIONS ENTITLED, "STANDARD SPECIFICATIONS. STATE OF • • .:' •• . CALIFORNIA, DEPARTMENT OF TRANSPORTATION", CURRENT EDITION. ° , »• '. CLR •, r; 6" TYPICAL • REVISED 9/22/82 s •�,•%,a-'�,K, STANDARD N.T.S. CATCH BASIN REINFORCING AROUND PIPE TYPF "A" 10'-0" (3 m) BRACE OR TOP RUNNER - I. 5/8" (4.1 em) O.D. J GALV. PIPE. 2,27 ®/ FOOT (216 RCI/m) HORIZONTAL OR DIAGONAL BRACE WITH TRUSS RODS UNE POST TERMINAL OR CORNER POS /-TENSION WIREI 07 GA. GALV. COIL SPRING ♦� .e ♦ C 11= li� O P.C.CLASS 'S* CONCRETE II L2- (5om) TYPICAL DETAIL AT CULVERT ENDWALLS T H 1 CITY OF BAKERSFIELD, CALIFORNIA 6" (95 cm) 9-9/2" (3.8 Hxf1) �II I I ♦ I 11. 2" (5 1t0" (- MIN. (25 cm) GENERAL NOTES NORMAL 6'(15 cm) CURB 6 (ts cm) NORMAL NORMAL 6' CURB 3, NORMAL C.H. 12• OPENING 92" C.H. C.H. 92' OPENING CH. 12" P.C.C. / C.H,&D. C.H.&O. ATE V / LIMITS Y AYE VM��E �� LIMITS 2 PLAN PLAN TYPE A CATCH BASIN GRADE SAG TYPE A & Al CATCH BASIN ON GRADE NORMAL 4' 2'CLEAR 2' 4' NOIa MAL NORMAL 6' CURB 3' NORMAL OPENING C. OPENING C.H. G.H.&D. 92" LIMIT$ 0TTER P.C.C. 2' TTER 2' / y-~ TYP6ICAL I A GDO W-00 6• r A $LOPE BREAK LINE rYP1cAL PLAN PLAN TYPE GO & GDO INLET IN GRADE SAG TYPE GOL INLET ON GRADE (GO SHOWN) NORMAL GUTTER NORMAL -+- C.H. DEPRESSION C.N. NORMAL TOP OF NORMAL GUTTER WATER FLOWLINE LEVEL CURB FLOWUNE TOP OF CURB ° E-- -�1• 2'' 2'' CLEAR C.N. CLEAR 6 OPENING 3 6 OPENING 6• • V FOR TYPE A • 2' FOR TYPE 00 & GDO PROFILE PROFILE TYPE GO & GDO INLET, TYPE A CATCH BASIN GRADE INLET AND CATCH BASIN ON GRADE IN GRADE SAG 4♦ GENERAL NOTES 1. D=GUTTER DEPRESSION, IT SHALL BE 2" FOR TYPE A ROU F° 1/2' AND A-1 CATCH BASINS AND 3" F OTHER OR 0 E INLET LAW. TYPES UNLESS OTHERWISESHOWN. S 0 � GUTTER C.H.=CURB HEIGHT SLOPE C.H.+ D LISITS = LIMITS OF TOTAL DEPRESSION IN GUTTER. = STRAIGHT GRADE, DOWNWARD SLOPE. •: w - GUTTER DIRECTION OF FLOW. ° D 2. GUTTER DEPRESSIONS SHALL BE CLASS "B" P.C.C. 6" i THICK. • W-6' FOR TYPE GDO 3. GOO, GO AND GOL INLETS MAY BE USED MATH APPROVAL OF THE CITY ENGINEER. GDO, GO AND GOL INLETS SHALL BE CONSTRUCTED, WITHOUT STEPS, IN CONFORMANCE TO STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS SECTION A - A D72 & D74 AND GRATES SHALL BE TYPE 24 IN CONFORMANCE TO STANDARD PLAN D77-8. 4. DETAILS FOR A.C. PAVEMENT. WHEN P.C.0 PAVEMENT IS USED, CORNERS SHALL BE SQUARED OFF. SLID rode preparation sholl constructed n 9 P eP o be cons ucted true to ode and 9r cross section with cam action of 85x to o depth of 0.50 fee P ep t. Concrete shot/ k n / within -1 be class B 5 sac and steal be t 2 2 to % / 5/ -1 slump. ? sluP Surfoce of concrete sholl be troweled smooth, and brush finished. Concrete sholl contain no additives unless prior written approval is obtained from the City Engineer. 9 Concreteshop be cured with a white pigmented curing compound complying to Section 90-7.018 of the Stondorod Specifications. End, Corner and Cote Posts sholl be braced to the nearest line post with galvanized diagonal or horizontal braces used as compression members and galvanized 3/8' steel truss rods with tumbuck/es or truss tighteners used as tension member. When redwood suburban screen is required it shall be used with 3 x 5-9 gouge fabric so constructed that the slots ore locked MID position and can only be removed with use of tools. Frames shot/ be made with fittings or welded with welds ground smooth, and regolvanized. Chain -Link fence fabric shot/ conform to the specifications of ASTM Designation: A 392, Goss L Installation of fencing and gates shot/ be in accordance with the requirements of Section 80-4 of the Standard Specifications, State of California. Business and Transportation Agency, Deportment of Transportation, current edition, and these General Notes: Curbing as specified by C.O.B. Standard Drawing 5-10 shall be continued under gates no name- 1055PHIL QRpf ESS / CIN NG y 4c, � j/,� � ♦� (,� �O Fav Z REGISTERED CIVIL ENGINEER � C 80507 yt Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE CIVIL BAKERSFIELD, CA 93,301 OFF CA��F REVISIONS No. DA TE DESCRIP TION 1 / / 26 -1/4 - SEE DETAIL "A" 25-1/4" 8 1_1/ 1_1/2, " 1-3/8' 4-1/2" 24" CLEAR OPENING 32-1/2" SECTION A -A 12" 10-1/2' 3/4. 3" H DIA. 4-1/2" HOLE 10" CLEAR OPENING ,r SECTION B -B II 1/2• Y' I e . 4Ti♦♦. I. . 1414?. i ♦T 14!4 -♦:♦:.:.:4: /:♦:♦{ :�i I r B GENERAL NOTES: ALL FRAMES AND COVERS SHALL BE TESTED FOR ACCURACY OF FIT AND SHALL BE MARKED IN SETS PRIOR TO DELIVERY. THE SEATS OF FRAMES AND BEARING FACES OF THE COVERS SHALL BE MACHINED FOR A SMOOTH NON -ROCKING FIT BETWEEN THE TWO CASTINGS. CASTINGS SHALL BE THOROUGHLY CLEANED AND (DIPPED TWICE IN A QUICK - DRYING, JET-BLACK ASPHALTIC COMPOUND TO PROVIDE A PROTECTIVE COATING. ALL FRAMES AND COVERS SHALL BE TOUGH, GRAY CAST IRON, FREE FROM WARPS, CRACKS, HOLES, SWELLS AND COLD -SHOT, AND SHALL HAVE A WORKMANLIKE FINISH. CASTINGS SHALL CONFORM TO THE PROVISIONS OF THE SPECIFICATIONS FOR GRAY -IRON CASTINGS, SERIAL DESIGNATION ASTM: A 48 (LATEST REVISION), CLASS N0, 308. THE NAME OF MANUFACTURING COMPANY SHALL BE ON THE UNDERSIDE OF THE COVER. MANHOLE FRAME SHALL WEIGH NOT LESS THAN 120 POUNDS OR MORE THAN 250 POUNDS. THE COVER SHALL WEIGH NOT LESS THAN 120 POUNDS OR MORE THAN 200 POUNDS. . { I� I I li Ji l ♦•iii♦i i••••♦i••- - - '',.♦ii • • • ♦ •♦i i♦i i♦i♦i i •♦i♦i♦i♦i' '.•i i i i♦i iii i♦i l i i I • r F r I I• Horizontal or r Diagonal brace with truss rods File Name: PLANS -BRIM AT CAL Drown: E.SIGUENZA PUBLIC WORKS DEPARTMENT -lob No.: T5K203 En gin e er: B. MCCL URE Dote: Apr. 15, 16 Checked By,• d. lJl � : , Got* Post - O.D. Go/v. Pipt ,179 //foot class B" f 10-1/2' TAPER FRAME +1/32 DETAIL "A" MACHINED SURFACES CITY STANDARDS C/7Y RECORD No. STREET IMPROVEMENTS, BRIMHALL ROAD AT CALAM/TY LANE SHEET NO. 3OF8 2 3 NORMAL 1 GUTTER FLOWLINE HEIGHT 2" 2" .3 T 9v 4I • 4 .4 24• T 2 'GUTTER 14 BARS BENT DOWN A A T AND IMBEDDED WTO WALL 12" CURB PLAN STEEL PLATE DETAIL ALHAMBRA FOUNDRY GALVANIZED FRAME & COVER OA1530 WITH 2-3/4" STAINLESS STEEL SOCKET HEAD SET SCREWS (SET OPPOSITE AND FINISHED FLUSH) OR EQUAL SIDEWALK SLOPE SEE STEEL 1/4 IN/FT TPLATE DETAIL GENERAL NOTES: 1 12' • 1-� V� 1. ALL CONCRETE SHALL BE CLASS "A" AND SHALL BE WITHIN 2-1/2- TO 5-1/2" •®. SLUMP. 9-1/2" a, CLR 2. SLAB TO BE POURED MONOLITHIC WITH SIDEWALK WHERE SIDEWALK IS CUR NO. 4 BAR CONSTRUCTED OR REPLACED. SURFACES OF ALL EXPOSED CONCRETE . SHALL MATCH SLOPE, FINISH, COLOR AND SCORING OF ADJACENT CONCRETE. VARIES- 3. WALL THICKNESS: T-6" EXCEPT WHEN: ROUNDED, R -PIPE 2'-0" MIN. H>8 FEET T-8" H-VARIBALE 4'' WALL TIKCKNESS L>8 FEET T-8" • CATCH BASIN WALLS SHALL BE INCREASED BY 2" MINIMUM IN THICKNESS IF POURED AGAINST EARTH IN LIEU OF OUTSIDE FACE SLOPE TO OUTLET FORMS. FROM ALL DIRECTIONS 4. WALL REINFORCING NOT REQUIRED WHEN H-8' OR LESS AND L-7' • 6" 98" MEN. W OR LESS. WALLS EXCEEDING THESE LIMITS SHALL BE REINFORCED ' WITH NO. 4 BARS AT 18" O.C., BOTH WAYS ALL REINFORCING SHALL BE • yr NO. 4 BARS 1-1/2' CLEAR OF INSIDE FACE UNLESS OTHERWISE " • SHOWN. 6" & ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION. r 3.6' 6, SUPPORT BOLTS SHALL BE INSTALLED WHEN LENGTH OF OPENING EXCEEDS UNLESS OTHERWISE NOTED 5'-0" AND SHALL BE SPACED AT NOT MORE THAN 5'-0" O.C. AND NOT SUBGRADE IS/�_ VARIABLE LESS THAN 3'-0" O.C. OPTIONAL WITH CONTRACTOR • 7. WHEN CURB OPENING EXCEEDS 5-1/2, A PLAIN ROUND STEEL PROTECTION SECTION A -A BAR 1" IN DIAMETER SHALL BE INSTALLED. BAR SHALL BE IMBEDDED 5" AT EACH END. • PIPE SHALL BE AS SPECIE( A IR Y THE GI R TH 8 ED OR S DIRECTED 8 E EN NEE . E a' „ • ANGULAR CUT ON THE PIPE SHALL BE MADE AS DIRECTED BY THE PIPE ENGINEER. 4 - 9• ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS THE 04 BAR TOTAL 4 �: •� • SPECIFICATIONS ENTITLED, "STANDARD SPECIFICATIONS. STATE OF • • .:' •• . CALIFORNIA, DEPARTMENT OF TRANSPORTATION", CURRENT EDITION. ° , »• '. CLR •, r; 6" TYPICAL • REVISED 9/22/82 s •�,•%,a-'�,K, STANDARD N.T.S. CATCH BASIN REINFORCING AROUND PIPE TYPF "A" 10'-0" (3 m) BRACE OR TOP RUNNER - I. 5/8" (4.1 em) O.D. J GALV. PIPE. 2,27 ®/ FOOT (216 RCI/m) HORIZONTAL OR DIAGONAL BRACE WITH TRUSS RODS UNE POST TERMINAL OR CORNER POS /-TENSION WIREI 07 GA. GALV. COIL SPRING ♦� .e ♦ C 11= li� O P.C.CLASS 'S* CONCRETE II L2- (5om) TYPICAL DETAIL AT CULVERT ENDWALLS T H 1 CITY OF BAKERSFIELD, CALIFORNIA 6" (95 cm) 9-9/2" (3.8 Hxf1) �II I I ♦ I 11. 2" (5 1t0" (- MIN. (25 cm) GENERAL NOTES NORMAL 6'(15 cm) CURB 6 (ts cm) NORMAL NORMAL 6' CURB 3, NORMAL C.H. 12• OPENING 92" C.H. C.H. 92' OPENING CH. 12" P.C.C. / C.H,&D. C.H.&O. ATE V / LIMITS Y AYE VM��E �� LIMITS 2 PLAN PLAN TYPE A CATCH BASIN GRADE SAG TYPE A & Al CATCH BASIN ON GRADE NORMAL 4' 2'CLEAR 2' 4' NOIa MAL NORMAL 6' CURB 3' NORMAL OPENING C. OPENING C.H. G.H.&D. 92" LIMIT$ 0TTER P.C.C. 2' TTER 2' / y-~ TYP6ICAL I A GDO W-00 6• r A $LOPE BREAK LINE rYP1cAL PLAN PLAN TYPE GO & GDO INLET IN GRADE SAG TYPE GOL INLET ON GRADE (GO SHOWN) NORMAL GUTTER NORMAL -+- C.H. DEPRESSION C.N. NORMAL TOP OF NORMAL GUTTER WATER FLOWLINE LEVEL CURB FLOWUNE TOP OF CURB ° E-- -�1• 2'' 2'' CLEAR C.N. CLEAR 6 OPENING 3 6 OPENING 6• • V FOR TYPE A • 2' FOR TYPE 00 & GDO PROFILE PROFILE TYPE GO & GDO INLET, TYPE A CATCH BASIN GRADE INLET AND CATCH BASIN ON GRADE IN GRADE SAG 4♦ GENERAL NOTES 1. D=GUTTER DEPRESSION, IT SHALL BE 2" FOR TYPE A ROU F° 1/2' AND A-1 CATCH BASINS AND 3" F OTHER OR 0 E INLET LAW. TYPES UNLESS OTHERWISESHOWN. S 0 � GUTTER C.H.=CURB HEIGHT SLOPE C.H.+ D LISITS = LIMITS OF TOTAL DEPRESSION IN GUTTER. = STRAIGHT GRADE, DOWNWARD SLOPE. •: w - GUTTER DIRECTION OF FLOW. ° D 2. GUTTER DEPRESSIONS SHALL BE CLASS "B" P.C.C. 6" i THICK. • W-6' FOR TYPE GDO 3. GOO, GO AND GOL INLETS MAY BE USED MATH APPROVAL OF THE CITY ENGINEER. GDO, GO AND GOL INLETS SHALL BE CONSTRUCTED, WITHOUT STEPS, IN CONFORMANCE TO STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS SECTION A - A D72 & D74 AND GRATES SHALL BE TYPE 24 IN CONFORMANCE TO STANDARD PLAN D77-8. 4. DETAILS FOR A.C. PAVEMENT. WHEN P.C.0 PAVEMENT IS USED, CORNERS SHALL BE SQUARED OFF. SLID rode preparation sholl constructed n 9 P eP o be cons ucted true to ode and 9r cross section with cam action of 85x to o depth of 0.50 fee P ep t. Concrete shot/ k n / within -1 be class B 5 sac and steal be t 2 2 to % / 5/ -1 slump. ? sluP Surfoce of concrete sholl be troweled smooth, and brush finished. Concrete sholl contain no additives unless prior written approval is obtained from the City Engineer. 9 Concreteshop be cured with a white pigmented curing compound complying to Section 90-7.018 of the Stondorod Specifications. End, Corner and Cote Posts sholl be braced to the nearest line post with galvanized diagonal or horizontal braces used as compression members and galvanized 3/8' steel truss rods with tumbuck/es or truss tighteners used as tension member. When redwood suburban screen is required it shall be used with 3 x 5-9 gouge fabric so constructed that the slots ore locked MID position and can only be removed with use of tools. Frames shot/ be made with fittings or welded with welds ground smooth, and regolvanized. Chain -Link fence fabric shot/ conform to the specifications of ASTM Designation: A 392, Goss L Installation of fencing and gates shot/ be in accordance with the requirements of Section 80-4 of the Standard Specifications, State of California. Business and Transportation Agency, Deportment of Transportation, current edition, and these General Notes: Curbing as specified by C.O.B. Standard Drawing 5-10 shall be continued under gates no name- 1055PHIL QRpf ESS / CIN NG y 4c, � j/,� � ♦� (,� �O Fav Z REGISTERED CIVIL ENGINEER � C 80507 yt Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE CIVIL BAKERSFIELD, CA 93,301 OFF CA��F REVISIONS No. DA TE DESCRIP TION 1 / / 26 -1/4 - SEE DETAIL "A" 25-1/4" 8 1_1/ 1_1/2, " 1-3/8' 4-1/2" 24" CLEAR OPENING 32-1/2" SECTION A -A 12" 10-1/2' 3/4. 3" H DIA. 4-1/2" HOLE 10" CLEAR OPENING ,r SECTION B -B II 1/2• Y' I e . 4Ti♦♦. I. . 1414?. i ♦T 14!4 -♦:♦:.:.:4: /:♦:♦{ :�i I r B GENERAL NOTES: ALL FRAMES AND COVERS SHALL BE TESTED FOR ACCURACY OF FIT AND SHALL BE MARKED IN SETS PRIOR TO DELIVERY. THE SEATS OF FRAMES AND BEARING FACES OF THE COVERS SHALL BE MACHINED FOR A SMOOTH NON -ROCKING FIT BETWEEN THE TWO CASTINGS. CASTINGS SHALL BE THOROUGHLY CLEANED AND (DIPPED TWICE IN A QUICK - DRYING, JET-BLACK ASPHALTIC COMPOUND TO PROVIDE A PROTECTIVE COATING. ALL FRAMES AND COVERS SHALL BE TOUGH, GRAY CAST IRON, FREE FROM WARPS, CRACKS, HOLES, SWELLS AND COLD -SHOT, AND SHALL HAVE A WORKMANLIKE FINISH. CASTINGS SHALL CONFORM TO THE PROVISIONS OF THE SPECIFICATIONS FOR GRAY -IRON CASTINGS, SERIAL DESIGNATION ASTM: A 48 (LATEST REVISION), CLASS N0, 308. THE NAME OF MANUFACTURING COMPANY SHALL BE ON THE UNDERSIDE OF THE COVER. MANHOLE FRAME SHALL WEIGH NOT LESS THAN 120 POUNDS OR MORE THAN 250 POUNDS. THE COVER SHALL WEIGH NOT LESS THAN 120 POUNDS OR MORE THAN 200 POUNDS. . { I� I I li Ji l ♦•iii♦i i••••♦i••- - - '',.♦ii • • • ♦ •♦i i♦i i♦i♦i i •♦i♦i♦i♦i' '.•i i i i♦i iii i♦i l i i I • r F r I I• Horizontal or r Diagonal brace with truss rods File Name: PLANS -BRIM AT CAL Drown: E.SIGUENZA PUBLIC WORKS DEPARTMENT -lob No.: T5K203 En gin e er: B. MCCL URE Dote: Apr. 15, 16 Checked By,• d. lJl � : , Got* Post - O.D. Go/v. Pipt ,179 //foot class B" f 10-1/2' TAPER FRAME +1/32 DETAIL "A" MACHINED SURFACES CITY STANDARDS C/7Y RECORD No. STREET IMPROVEMENTS, BRIMHALL ROAD AT CALAM/TY LANE SHEET NO. 3OF8 2 3 Q N Z W 0 V) Un J LLJ 52 M L) W f - H O J (1 mi Q O Ln co Ln O O O N Ln Q Q LL_ 3 J Q U H Q M I Z Q J V) U) c 3 0 L L) Q U 0 Q / _>-I E U E L_ M C.. E V) I f- 0 O N Y LC) H LC) O N I O N V) U W ry n R = 0.5" 20' R = 0.5" 1,5' R = 0.5' (15mm) (50mm) (15mm) (401mm) (15mm) 6.0' 24' (0.15m) (0.6m) 6.0' 14' o E (0.15m) (0.6m) z, E R=0.5" 146 TYPE "A" TYPE "B" R = 0.5" _ o (15mm) 10" (0.25m) Rodius ff 24' a (0.6m) R = 0.5' R = 0.5' IQ - (Id (15mm) (!5mm) 4. .. 12' *GUTTER _(O. JIM) o *Gutter only allowed where approved by City Engineer. 24" N (0.6m) TYPE "C" NO TES: 1 All work shot/ conform to the applicable sections of the Standard Specifications, State of California, Department of Transportation' approved current edition, and the following general notes: 2. Subgrode preparation for Type A" 8' and C' curbs and gutters shot/ be constructed true to grade and cross section with compaction of 90% to a depth of 60' (0.15m) below the subgrode. 3. Concrete for curb and gutter shot/ be class B' and shall be within 2.5' (65mm) to 55' (0.14m) slump. 4. Timber forms shall be surfaced on the on the side placed next to the concrete and shall not be less than 15' (40mm) thick after being surfaced. 5. Top and face shall be troweled smooth, then given a final Ane brush &Ish. 6 Where existing curb and gutters are to be replaced, new construction shot/ match existing construction unless otherwise directed by the City Engineer. 7. Concrete shall contain no additives unless prior opproval is obtained from the City Engineer. 8 Concrete shall be cured with a white pigmented curing compound complying to section 90-7.018 of the standard specifications 9. Existing sections of curb and gutter shall be sowcut of the limits of the area to be reconstructed. Standard curb return radius shall be 20' (6.1m) min. on local streets and 30' (91m) minon ol1 orteriols and collectors or locals at intersections with arterials or collectors or as directed by the City Engineer. Curb & f Gutter 10. Weakened plane mints or cold pints shall be constructed at 15' (4,6m) intervals Exponsion pints shall be at each side of structures and of ends of curb returns it Type B' curb and gutter is required on all types of streets unless another is expressly permitted by the City Engineer. 12. Type A' curb and gutter is permitted only where approved of required by the City Engineer. 13. Type C" curb may be permitted by the City Engineer only in Mobile Home Parks and R -5-2.5A (Residential Suburban Two -And -One -Hall Acre Minimum Lot Size) Zone 14. Permit /or curb and gutter construction shall accompany actual work. 15. When constructing new curb and gutter, the existing pavement shall be sowcut a minimum of 2.0' (D. 6m) from the lip of the gutter or as directed by the City Engineer. FILENAME: ST-iREV _ Expansion Joint Weakened Plane Join -A t Gutter a 1 0 / o 15' 4.6m Mox. between pints Right-of-way y c W > Combination Sidewalk Vdriob/e 20' 5.0' (1.5m) Min. (0.6m) o q 6.0' 6% Max. jO.15m 2% Min. o E tri F Cyd ( ) 2% 2% -�- --_ 3 z * Variable Variable NO TES: 1. All work shall conform to the applicable sections of the specifications entitled 'Standard Specifrcotions, State of Colifomio, Department of Transportation' approved current edition. 2. Subgrode preparotion shall be constructed true to grade and cross section, with compaction o/ 90% to a depth of 0.5' (0.15m). 3. Concrete shall be Class A' and shall hove a slump between 2.5' (65mm) and 5.5' (140mm). The surface shall be finished to grade and cross section with o float, troweled smooth, and finished with o broom. 4. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 5 Concrete shall be cured with o white -pigmented curing compound complying to Section 90-7.018 of the Standord Specifications 6. Weokened Plane Joints shall be installed at 15' (4.6m) intervals and expansion pints at 60' (18.3m) intervals Expansion pints shall be located each side of a structure and at the end of curb returns 7. Expansion pint filler material shall consist of pre formed strips of a durable, resilient compound. 4.0' (100mm) * 4.5' (1.4m) Minimum on off loco/ streets 5.5' (1.Im) Minimum on all arterials, collectors schools hospitals, commercial, industrial, or as directed by the City Engineer. 6.0' (1.8m) Minimum on meandering sidewalk. 8. Sidewalks shall be scored to o minimum depth of 0.125' (5mm) unless otherwise directed by the City Engineer. 9. New sidewalk construction in blocks with existing sidewalk shall conform in dimension and location to those in place, or as directed by the City Engineer. 10. Existing sidewalk shall be sowcut and removed at the first scoring line at or beyond the planned pint. ll. A permit for sidewalk construction and reconstruction shall accompany actual work. 12. Any variance in finish, color, or moteriol, from standard will require approval from the advisory agency. 13 Transitions in sidewalk types must be opproved by the City Engineer. FILENAME: ST-8REV Curb Face / Flowline 15' (4.6m) - Single Direction Entrance * 2.0%minimum slope ++ Unless approved by City Engineer. 30'(9. 1m) - Double Direction Entrance fl I install handicap romp at Expansion both curb returns per -Joint - C.O.B. -� - -� standard ST 10. g city vExpansion , ti0 A R/fY Joint ij�o� 3 �o Flowlke � 2.0' (0.6m) .g 2.0' (0.6m) Expansion A Expansion Joint Joint PLAN 6.0' (1.8m) 6.0' (1.8m) 4.0' 4.0' (100mm) Level Line _ 10" (0.15m) (100mm) - - -- --- 3 - 14 rebar each half of commercial drive (t)p.) SECTION A -A NO TES: 1. All work shall conform to the opplicoble sections of the specifications entitled "Standard Specificotions State of California, Department of Transportation, approved current edition. 2. Subgrode preparotion for crossgutter shall conform to the requirements of the Standard Specifications 3. Concrete for crossgutter shall be Class A' and shall conform to the requirements of the Standard Specifications 4. Expansion Joints shall be constructed at every 30' (9.0m) or as directed by the City Engineer. 5. For standard handicap romp dimensions end notes, see City of Bakersfield Standard ST -10 or as directed by the City Engineer: 6. Concrete for gutter shall be within 2.5' (65mm) to 4.5' (1101nm) slump. 7. Concrete shall contain no odditives unless prior opprova/ is obtained form the City Engineer. 8. Concrete shall be cured with a white pig- mented curing compound complying with section 90-7.018 of the Standard Specifications 9. An open street permit is required for all work done with the City of Bakersfietds right-of-way. 10. Bearing sod shall be compacted to 95% of maximum dry density as determined by AS TM. 0-1557 to o depth of 1.0' (0.3m) below crossgutter and LO' (0.3m) to each side of the crossgutter. 11. The minimum slope on all cross gutters is Off unless opproved otherwise by the City Engineer, 12. All crossgutter locations and sizes are to be approved by the City Engineer. 13. For molbr retail commercio/ centers, the 12' (3.6m) wide crossgutter shall be eliminated with the provision of other drainage facilities and with the approval of the City Engineer. FILENAME: ST-3REV 9. A minimum of 22' (6.1m) of full height curb shall separate 4.0' (1. +{ton 1.4m) 4.5' (1.4m) Min. State of California, Department of Transportation; " Where incoming and outgoing current edition. sewers in o manhole vary in CU a o size, extend lower halves of ' approved equal. sewers 8.0" (0.2m) beyond 5. Concrete pad shall be cured with a while pigmented ~ (1.2m) inside of wall and shape 6 APPROVED transition channel between Shelf 4.0' Die, a a ...... CALIFORNIA PUBLIC WORKS DEPARTMENT drop manhole details .b n Concrete ;.• ' 9. An open street permit is required for all work done with the City of Bakersfietds right-of-way. 10. Bearing sod shall be compacted to 95% of maximum dry density as determined by AS TM. 0-1557 to o depth of 1.0' (0.3m) below crossgutter and LO' (0.3m) to each side of the crossgutter. 11. The minimum slope on all cross gutters is Off unless opproved otherwise by the City Engineer, 12. All crossgutter locations and sizes are to be approved by the City Engineer. 13. For molbr retail commercio/ centers, the 12' (3.6m) wide crossgutter shall be eliminated with the provision of other drainage facilities and with the approval of the City Engineer. FILENAME: ST-3REV half of pipe shall only be removed between walls and Inlet the broken edges shall be plastered smooth with cement mortar. PLAN AT BOTTOM PLAN AT SURFACE P.C.C. slab not to be poured until R=0.5' powng is in place. Slab and lid (12mm) to be 0.125' to 0.25' (3mm to 6mm) below new finished poving. 2.0' Min. 8.0' Min. (gym) (D..2m) No TES: 7LI7 �X o2.• 1 Mortar, " 1. All work shall conform to the applicable sections of the Dry Packed specifications entitled 'Standard Specirications, State of 2.0 Min. California, Department of Transportation', opproved 0.6m current edition, 2. All unlined manhole pints shall be filled with Kent seal or opproved block mastic equal. Inside of manholes must be mortared and neatly raked or wiped on inside of pipe. 3 Pre cast reinforced manhole sections shall be constructed 9. A minimum of 22' (6.1m) of full height curb shall separate Out/el DATE S BB State of California, Department of Transportation; " Where incoming and outgoing current edition. sewers in o manhole vary in CU a o size, extend lower halves of ' approved equal. sewers 8.0" (0.2m) beyond 5. Concrete pad shall be cured with a while pigmented ~ (1.2m) inside of wall and shape 6 APPROVED transition channel between Shelf 4.0' Die, shall be within 2.5' (65mm) and 4.5' (0.11m) slump, ends of lower halves of pipe (1.2m) CALIFORNIA PUBLIC WORKS DEPARTMENT drop manhole details Shell 7. All channels shall be smooth finished with steel trowel. 40' Min. Where incoming and outgoing {" 5. All existing concrete curb, gutter, and sidewalk sewers in a manhole are of shall be sow cut at o right ong/e to the flow line. o the some diameter, the top FILENAME: ST-4REV " o half of pipe shall only be removed between walls and Inlet the broken edges shall be plastered smooth with cement mortar. PLAN AT BOTTOM PLAN AT SURFACE P.C.C. slab not to be poured until R=0.5' powng is in place. Slab and lid (12mm) to be 0.125' to 0.25' (3mm to 6mm) below new finished poving. 2.0' Min. 8.0' Min. (gym) (D..2m) No TES: 7LI7 �X o2.• 1 Mortar, " 1. All work shall conform to the applicable sections of the Dry Packed specifications entitled 'Standard Specirications, State of 2.0 Min. California, Department of Transportation', opproved 0.6m current edition, 2. All unlined manhole pints shall be filled with Kent seal or opproved block mastic equal. Inside of manholes must be mortared and neatly raked or wiped on inside of pipe. 3 Pre cast reinforced manhole sections shall be constructed 0 0 Speciol J Aggregate (Calcareous) SEC RON FILENAME: SW-2REV 9. A minimum of 22' (6.1m) of full height curb shall separate in accordance with the provisions of ASTM C-4749 DATE S BB State of California, Department of Transportation; STANDARD DRAWN current edition. AREAS A MINIMUM OF CU 4. All sewer manholes shall be lined with 'T -Lock' or in alley returns CHECKED approved equal. 4.0' Did. 5. Concrete pad shall be cured with a while pigmented ~ (1.2m) property frontage without proor approval of the City Engineer. curing compound as per section 90-7.018 of the standard APPROVED specifications. V �Y- shall be within 2.5' (65mm) and 4.5' (0.11m) slump, She/f slope is 8.33% 6. See standard drawing SW -6 for frame, cover, and CALIFORNIA PUBLIC WORKS DEPARTMENT drop manhole details CITY ENGINEER 7. All channels shall be smooth finished with steel trowel. 40' Min. Shelf sholl be broom finished for slip resistance. 0 0 Speciol J Aggregate (Calcareous) SEC RON FILENAME: SW-2REV 9. A minimum of 22' (6.1m) of full height curb shall separate of the specificotions entitled Standard Specifications, DATE S BB State of California, Department of Transportation; STANDARD DRAWN PAR77CULARL Y IN COMMERCIAL AREAS A MINIMUM OF CU 2. Where driveway is to be constructed for a portion of in alley returns CHECKED MANHOLEM SHAW SCALE N.T.S. property frontage without proor approval of the City Engineer. TYPE "A" APPROVED SHEET NO. CITY OF BAKERSFIELD shall be within 2.5' (65mm) and 4.5' (0.11m) slump, SW -2 6.0' (0.15m) thick and with light broom finish. CALIFORNIA PUBLIC WORKS DEPARTMENT CITY ENGINEER Romps and Driveway shall be constructed full width to the Right -of -Way line or 10' (3.0m), whichever is less (See Section A -A and notes) *42' (13m) Max. / 25' (8. Om) Min. A * Upon approval o/ the City Engineer, 1.0' (25mm) Score Joint maximum driveway dimensionmay be at centerline of drive Expansion increased to 50' (15m) /or M-1 and M-2 Joint uses where high volume of semitruck ** For use with 8.0' (0.2m) curb and trailer warrants. *** For use with 6.0' (0.15m) curb See right 34' (10m) Mox ** for dims. �. 36' (llm) Max. *** Gutter PLAN A NO TES: E �n h Expansion Joint Romp 4.0' (1.2m)** 3.0' (0.9m)*++ Top Edge of Drive Approach Top of Curb Gutter Flow Line Curb Face 6.0' or 80'� Bottom of Curb ELEVA TION 0.5 (15mm) (0.15m or 0.2m) 10' (3.Om) Min. 6.0' Slope: 0.25" (5mm) R/W Line or (0 15m) per 12' (300mm) 10' (3.0m) Min. 0.5' (15mm) 6.0' (0.15m) x 6.0' (0.15m) 6.0" (0.15m) Min. - /10 x f10 EWWk"1**** Note: Fire Stotion use 8" Min. 2 - 14 Rebor Full Width of Drive**** concrete depth SECTION A -A **** To hove a clearance of 2.0' (50mm) from bottom of concrete. 1. All work shown shall conform to the opplicoble sections 9. A minimum of 22' (6.1m) of full height curb shall separate of the specificotions entitled Standard Specifications, drivwoys except as noted on Traffic Standard T-20, or as State of California, Department of Transportation; opproved by the City Engineer. opproved current edition. PAR77CULARL Y IN COMMERCIAL AREAS A MINIMUM OF 10. No driveway construction is permitted in the street or 2. Where driveway is to be constructed for a portion of in alley returns sidewalk width (Section A -A), sidewo/k shall be removed on each side of driveway for romp construction. Subgrode 11. No portion of the drivewoy or romp is to be on adjacent preparation shall be constructed true to grade and cross property frontage without proor approval of the City Engineer. section, with compaction of 95% to a depth of 6.0' (D. 15m). II � 3. Concrete for driveways shall be Class A" and 12. All driveway locations ore subfect to opprovo/ by the City Engineer. shall be within 2.5' (65mm) and 4.5' (0.11m) slump, 6.0' (0.15m) thick and with light broom finish. 13. Concrete shall contain no additives unless prior opprovol is obtained rom the City Engineer, 4. Expansion joints shall be installed as shown. 14. Concrete shall be cured with a white pigimented curing 5. All existing concrete curb, gutter, and sidewalk compound complying to Section 90-7.018 of the shall be sow cut at o right ong/e to the flow line. Standard Specifications FILENAME: ST-4REV 6. Toto/ maximum allowable driveway width shall not exceed 60% of commercial property frontage. Drive- woy dimension as defined on plan shall be the basis o/ such determination. 7. Use of Type B' drive opproach is only allowed by permission of the City Engineer. 8. Permit for driveway construction shall accompany actual works. ALTERNATE LOCA77ON TO BE USED WHEN THE SIDEWALK EX7FNDS FROM THE CURB TO THE PROPERTY LINE, PAR77CULARL Y IN COMMERCIAL AREAS A MINIMUM OF 4'(1.2m) CLEARANCE /S REQUIRED FROM BACK OF SIDEWALK TO EDGE OF SIGN POST. II � I `N. WHEN PLACED /N EXISTING SIDEWALK, SIDEWALK SHALL BE CORE DRILLED. TYPE ESS 2' (5.1cm) GAL VAN/ZED STEEL PIPE AS PER AMER/CAN FENCE CO. 20" I 6' (150mm) BACK OF S/D£WALK } 0 6'x%4 ,0(150mm x 6mm) ROD OR BOLT C " I 18 (450mm) CONCRETE CLASS B' P.C.C. U -•- 8 (200mm) MIN ROD OR BOLT THRU DRILLED h SIZE OF SIGN PANELS SHALL BE ASSUMED AS STANDARD DENOTED IN THE CAL7RANS TRAFFIC MANUALS UNLESS OTHER SIZE IS SPECIFIED ELSEWHERE. SIGN PANEL REFLECTIVITY GRADES STOP SIGNS & ALL OTHER ROADSIDE SIGNS -- HIGH INTENSITY GRADE YOUN77NG REQUIREMENTS SIGN PANELS SHALL BE MOUN70 WITH HA WINS M26 SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL SIGNS MOUNTED ON SIGNAL OR OTHER POLES SHALL BE ATTACHED WITH STAINLESS STEEL STRAPS AND HA WINS M2G SERIES BOL T AND VANDAL PROOF NUT ASSEMBL Y OR APPROVED EQUAL. DRILLED HOLES SHALL NOT EXCEED DIAMETER OF BOL T MORE THAN 1/16' (L5mm). TOP OF POST 1S TO BE BELOW TOP OF SIGN PANEL BY NO MORE THAN 1.5 (3.8 cm). THRU BOLT DETAIL T-02.DWG 1 Cast iron or steel cop with set screws - 0 N 6.0' QRpFESS/ONq 51 N Gly l) Z�e c�, F� T ,� REGIS TERED Cl VI L ENGINEER LL'z C 80507 rrri * EXP. 3-31-17 Cl TY OF BAKERSFIELD CIVIL 1507 TRUX TUN A VENUE BAKERSFIELD, CA 93301 F OF CAL�F�� REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / NUMBERING ORIENTATION NO TES.• L For metal poles apply backing to a clean surface. 2. Bocking plate shall be Almetek EMP - 2.5V5 or approved equal on all city opproved poles 3. Numbers used shall be Almetek PS - 2.5 series or opproved equal. 4. Pressure sensitive morkers of reflected scotchlite blue numbers on a white background. 5. Bottom of letter block is 90' (2.7m) from grade / sidewalk elevation, odlust as needed to clear hardware or oppurtenances. 6. For street light pole standards, see detail ST -22. 7. Developer / contractor shall install city approved numbers on all street light poles 1.25' (0.4m) Pole Dia. -f 0.0625' (2mm) 11' (0.3m) min. bolt circle i1.5' (0.3m) mox. bolt circle BASE PLATE (PLAN) ,c -� Q- -. See detail ST -24 for mounted street light numbering. N 4.0' x 6.5' (100mm x 165mm) Hondhole and cover with 0.25" x 1.5' (6.5mm x 401nm) reinforcement ring welded to outside of hole. 0.5' (15mm) 13 NC grounding nut welded to inside of pole opposite handhole. 0 12' x 12' x 1.0" (0, 3m x 0.3m x 25mm) Bose plate (see detail above). 4 ASTM A-307 anchor bolts, 1.0' x 3.0' x 4.0" (25mm x 0.9m x 100mm) with hex nut, leveling 0 nut, and two washers for each bolt. 2.0" (50mm) grout under base after leveling 1IIii II -ihl l i�i l l�l l 1.5' (40mm) Conduit with 12' (0.3m) min, radius bend 0 "' Class 9' non- reinforced field - cost foundation 4 No grout Weepho% on under pole street side BASE PLA TE (PROFILE) Right-of-way Light Pole Pull Box standorc Street Light Right-of-way Wolf 2.5' (0 ft) TYPICAL LOCATION DETAILS FILENAME: ST-22REV Toward center Toward Street of intersection FILENAME: ST-24REV CITYSTANDARDS / 5 1VV c� ry REcoRo No. File Name: PLANS-BR/M AT CAL Drawn: E.SIGUENZA STREET IMPROVEMENTS, BRIMHALL ROAD AT CALAM/TY LANE sHEEr No. C/T Y OF BA KERSF/EL D, CAL /PORN/A PUBL l C WORKS DEPARTMENT Job No.: T5K203 Engineer: B. MCCL URE Date: Apr. 15, 16 Checked By.• � � { � 4 O 1 2 3 N D (D cn V) 5; 1 Ljj 52 m r-) LLJ 0 0 :2 n 0 Q0 0 CN c� Q- F— cf) z a- cn 0 0 E 0 0 0 c - E m ci E V) 0 Ln Ln 0 CN 0 V) L.Li 0 cr- a- GENERAL NOTES: 1 ALL U TILI TY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES, FINAL RESPONSIBILITY FOR LOCATING c U TIL I TIES IN THE FIELD IS THE CON IRA C TO)0, 11). 2 CON TRA C TOR TO COORDINA IF WORK A T FIRE STA TION W TH - FIRE STA TION OFFICER IN CHARGE PRIOR TO BEGINNING WORK 13+00 13+00 J50 J55 350 J45 J40 W-ESW1:)A-L-E .-D-RIV-E LEGEND COLD PLANE IN AREAS INDICATED ON PLANS. TYPE "A" HOT MIX ASPHALT TO BE PLACED. EXISTING GRAVEL WALKWAY. BR RDAD IMH, i�, c Z_ 3 14+00 15+00 16+00 G STA. 14¢07 11___._ BEGIN FL CONSTRUCTION 2' 4 END OF NEW CONDUIT16 �STA. �16+61 L - ----- 10 16 CONSTRUCTION NOTES: 1 112" INSTALL CROSS GUTTER PER CITY STANDARD ST -3 ON EXISTING " =NEW N N SHEET 4. #10 THW CU GROUND EXISTING HIGH PRESSURE GAS LINE. O REMOVE EXISTING TRAFFIC SIGNS EXISTING l—'J" FIBER OPTIC WITH 2-1.25" CONDUITS INSIDE n @REMOVE EXISTING SIDEWALK FOR CONSTRUCTION OF NEW A PPROX J4 COVER TO BE REL OCA TED BY OTHERS STORY DRAIN LINE REPLACE SIDEWALK PER COB SID ST -8. EXISTING GAS LINE. 11 CONS TRUC T TYPE A CATCH BASIN PER Cl T Y STANDARD END OF EXISTING FL 0 W LINE. S-12 ON SHEET 3 rc*N kv,O FURNISH AND INSTALL TYPE 15 STREET LIGHTS PER @CONSTRUCT TYPE B DRIVE APPROACH PER CITY STANDARD ST -4 ON SHEET 4. (n CAL TRANS STANDARD PLANS, CURRENT EDITION. @ CONS TRUC T CASE C ACCESS RAMP PER CAL TRANS SUMP DE TA IL S SAWCUT ALONG LIMITS SHOWN AND INSTALL STANDARD PLANS, CURRENT EDITION. H. M. A., SHADED AREA, PER DE TA IL S ON 14INS TA L L DRA INA GE OU TL E T S TRUC TURE, 1B" RGJ— RCP PER SF SHEET 2. JOO CITY STANDARD S-9 ON SHEET 3 COL DPL A NE TO L IMI IS SHOWN, SEE @ REMOVE DRIVE APPROACH FOR CONSTRUCTION OF NEW STORM DETAILS ON SHEET 2. DRAIN LINE REPLACE SIDEWALK PER COB STD ST -8. Qui INSTALL 1.5" PVC CONDUIT FOR FUTURE STREET LIGHTS PER COB STD ST -22. W-ESW1:)A-L-E .-D-RIV-E LEGEND COLD PLANE IN AREAS INDICATED ON PLANS. TYPE "A" HOT MIX ASPHALT TO BE PLACED. EXISTING GRAVEL WALKWAY. BR RDAD IMH, i�, c Z_ 3 14+00 15+00 16+00 G STA. 14¢07 11___._ BEGIN FL CONSTRUCTION 2' 4 END OF NEW CONDUIT16 �STA. �16+61 L - ----- 10 16 15 1 112" ��'`I. 15 EXISTING " =NEW N N ! � #10 THW CU GROUND 1 0 #10 THW CU 2 0 j ci, LQ SEE SHEET 5 FOR (n FIRE STA TION SUMP DE TA IL S 500 SF JOO SF S 1 NG cl) c.-') REGIS TERED Cl VIL ENGINEER Q: C 80507 yt Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE C/ o- BAKERSFIELD, CA 9,3301 OFF R9 REVISIONS No. DA TE OESCRIPTION 0 SCALE: 1" = 40' 17+00 4# 18+00 19+00, 20+00 21+00 22+00 :24 i 919 :24 i 99 - 4 7 STA. 19+99.35 CL CALAMITY 7 5 22' 6 _.-' 2* 40 22 5' 7-- 4 EC S TA. 19+61.35-45.0 RT -45.0 RT ELEV 355.08 BC STA. 20+3735 ELEV 355.J8 END LIMITS OF NEW SW STA' 17+ 2 FLOW W L INE INTERSECTION TION POC STA.20+22.1-51.2 RT 4 STA. 23+25 0- RT :S TjAl 7 E 7ON + C T F L 35 ELEV 355. 13 c FL 354.62 cS L:,J; ELEV J55.37 7 POC STA. 19¢74.9051.3.0 RT 20' (7 6 FLOW LINE INIRSECTION ELEV J55.19 ELEV 355.33 END LIMITS OF NEW SW 0 T rl BC STA. 19+81.35-65. RT STA. EC STA. 20+1735-65.0 RT CL S TA. F+9�15 1 STA. 16 + 61 ELEV 355.60 ELEV 355-75 LI) @ 360 SF CALAMITY LANE 14+00 15+00 16+00 17+00 18+00 19+00 14 25+00 —I 20+00 21+00 22+00 23+00 24+00 25+00 ------ J60 MA TCH EXIST FL STA. x EC STA. 19+61.35 BC STA. 20+JZJ5 23+23 ELEV J55.96 355.38 ; ELEV 355-08 ELEV �x�� N, ELEV. V c:) EX S= 0.541', Lo 6,9 S= 0. 20% J55 S=0A01,' S= 0. 207, FL 354.62 CL CB 11 STA 17+JO CONDUCTOR SCHEDULE CONDUIT SIZE 1 112" 1 112" EXISTING " =NEW N N CONDUCTOR RUN #10 THW CU GROUND 1 0 #10 THW CU 2 0 j ------ J4 5 L — — — — — — — — — — — — — — — — — — — — J40 PROFILE FLOWLINE File Name.- PLANS -BRIM AT CAL Drawn: E. SIGUENZA CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K203 Engineer: B. MCCLURE IDate: Apr. 19, 16 lChecked By HORIZONTAL SCALE: I" = 40' VER TICLE SCALE: I " = 4' STREET CONSTRUCTION PLAN CITY RECORD No. STREET IMPROVEMENTS, BRIMHALL ROAD AT CALAMITY LANE Ic 17 y8 SHEE T NO. 5 OF 8 2 W- QRpFESS/ONq NGN C F RE ISTERED CIVIL ENGINEER � C 80507 70 * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 CA0 REVISIONS N - No. DA TE DESCRIP TION z w1 / / SCALE: 1 " = 40' 2 / / J W -WESTDALE DRIVE m BI-�I1�VL��AL i W L I?OA-D - o n 13+ 00 14+00 -- — I — 15+00 — 15+00 — 17+00 18+00 19+00 — 20+00 21+00 22+00 F 919 — I — 25+00 I ----- FO FO END LIMITS OF FUTURE PA VEMENT 1 f7F .__._-._.__ __._.__.____-----�_.__--�, • s 3¢25.51 flo C� _ - I 3 � 4 'L I Q j � I a E I X i U CALAMITY LANE J Q 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 2,3+00 24+00 360 25+00 Q m APPROXIMA TE EXISTING C/) PA VEMENT GRADE J 355 _ EXISTING GAS LINE _.1 ____ __ _ _.___ __ ___ ___ _. _ _ _ __.- __ J,55 I ' APPROX. 32 COVER ! I FO j I o i:o - Q I i oJ50 --------- < _-__ II T-_ -- J50 i 0STA 16+60 5 11 18" P @ .345 _ — .11� I 285 LF CONSTRUCT VC @ S 0 I ---=-= --- --_ _ --w..__.. _ _ __ 472.5 CF EXISTING 18" PVC � S=-0.11% -=— - --- - - - — i 4 1 , - . _ . _.._ _._ - .- ._._ - _ _____ - - _- - - .- - -. - _ - _. i mI r ---- -- — -- --------- — - - - —-- --- a 10 E J40 , F _ 1 J40 0 SEW�E-R LI-NE P.Z:? 0-F T L-E HORIZONTAL SCALE: 1" = 40' GENERAL NOTES: CONSTRUCT/ON NOTES: I/ERTICLE SCALE: 1" = 4' 1 ALL UTIL ITY LOCATIONS SHOWN ARE APPROXIMATE HE Y, AND 1O EXISTING HIGH PRESSURE GAS LINE. O END OF EXISTING SEWER LINE AND BEGIN NEW SEWER LINE. O STUB AND PLUG NEW 18" SDR-35. SEWERLINE PROFILE � REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING O EXISTING 1-3" WITH 2-1.25" CONDUITS INSIDE APPROX �6 ADJUST MANHOLE TO GRADE] SEE SW 2 DETAIL ON 10 INSTALL 285 LF 18" SDR 35 SEWER MAIN. j UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 34" COVER, TO BE REL OCA TED BY OTHERS. SHEET 4. V) 03 EXISTING GAS LINE. 7 NOT USED. 11 REMOVE EXISTING STUB do PLUG AND TIE-IN Li 4 N F SEWER TO EXISTING MANHOLE, REINSTALL O END O EXISTING FLOW LINE CURB AND GUTTER. STUB & PLUG AFTER INSTALLATION OF O NOT USED. SEWER. cn 17YS [CITY RECORD No. File Nome: PLANS-BR/M AT CAL Drawn: E. SIGUENZA STREET /MPROVEMENTS, BRIMHALL ROAD AT CALAM/TY LANE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT SHEET N0. Job No.: T5K203 Engineer: B. MCCL URE Date: Apr. 19, 16 Checked By.-A.Y0 i Ow 6 OF 8 0 1 2 3 QRpf ESS IONS J F� 51 NG/1 � REGISTERED CIVIL ENGINEER C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD Cl vl� 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CA��F REV/S/ONS No. DA TE DESCRIP TION Q N w 0 V J W }- m W I— F— O J PLAN VIEW SCALE: 1 " = 10' a o FG 355.5 ` i II A x I BEGIN 2:1 SLOPE I ! r n AT 6" OFFSET i .- FROM FENCE '� ! 1 BEGIN 2:1 SLOPE FG 347.10 Q) E AT 6" OFFSET I "' FG 347.10 FROM FENCE RIPRAP 347.77 k r i i � 15 90 MAX SLOPE — — — — — — — — — — — — — — — — i FG 347.10 � Q FG 347.10 !y RIPRAP 347.77 a BEGIN 2:1 SLOPE FG 355.5 AT 6" OFFSET t FROM FENCE (Z) f INSTALL GATE PER DETAIL S-11, Q SHEET 3 OF THESE U PLANS 'A Q PROFILE VIEW m FENCE FENCE z 6" OFFSET FROM APPROXIMATE 6" OFFSET FROM Q FG 355.50 FENCE LINE AROUND TOP OF GROUND j ENTIRE PERIMETER EXISTING FENCE LINE AROUND N GRADE ENTIRE PERIMETER EL. 355.50 HIGH WATER � ATH A /N FLO W /N __________ ------- - --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 159,' L- 84 AM)SLOPE' F 471 RIPRAP STONE TO BE PLACED8" ABOVE GROUND 1 o � BELOW INV, L. 347.10 2• 6 S" B c .::.w .t ..'.): •.a• r. .'t n+'• •.a•. .t. t .w.nr.. .a. a• .a.rw. . v •'C• ! l„ •'K it ••a 4. k •. . « ) ww. .«,t ,.., . :.r •L C , a ^w4v v•• s .. ) ,...... . r..., .•„ .4:•r aV• ti.t• • w,`':' hwa.> iway.'.4•'.K ..y. w�.y:.a� � :.,J: ♦ w�r.! k«,..}Y h :4�. ti'M'•N••i'uxa.•`,;���,.va :l:',- i'• J: ••: ^ av '. t t• ::Kv •. :Ai ').'na•w'a'Ct.y }. a '.' : C:• : INVERT CA TCH BASINlN CKFILL WTH SELEC EL. 349,62Q Q MATERIAL - SAND 56' 146' 1B 0' E 0 a 220' U SEC TION VIEW B SUMP SECTION FENCE FENCE E B SCALE: 1"= 10' 6" OFFSET FROM 6" OFFSET FROM m FG 355.50 FENCE LINE AROUND FENCE LINE AROUND TIRE PERIMETER ENTIRE PERIMETER F HIGH WA TER E ',EN -___--_.-_EL._35,3.1B..----------------- -------------B.4' ,%yA �'-- ��P� EROTINGTE oGRADE 3' OVER EXCA VA TE Ln BACKFILL WITH SELECT L0 MATERIAL - SAND SUMP DETAILS CN d- 40.0' O N U) r U A SUMP SECT/ON Lli A SCALE 1 " = 10' O i u; CITY RECORD No. File Name.-PLANS-BRIM AT CAL Drown: E. SIGUENZA STREET IMPROVEMENTS, BRIMHALL ROAD AT CALAMITY LANE SHEET NO. CITY OF BA KERSF/EL D,CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K203 En gin eer: B. MCCL URE Date: Apr. 19, 16 Checked By.• v'41"7 OF 8 0 1 2 3 FESS/0 k0 S 1 N G/j T RE /STERED C/V/L ENGINEER a � C 80507 � yt Exp. 3--31-17 CITY OF BAKERSFIELD9 CI V IL 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS No. DA TE DESCR/P TION Q N1 / / W SCALE: 1" = 40' c� 12T J WEST.DALE DRIVE W m BI�I1�VlHALL ►'� _ROAD 0 w 11 Al 8 300 LF `� 4 31 SF � 2 SF �o � 2 o ►� O 39 1 1020 SF 3 8 138 LF 13¢ 00 11 SF 3 F 2 F 280 LF 1 15+00 r - - I — — 9 SF ' 6 7 F ,- a fir- .� 0 L i g 3 138 LF � BEGIN LlM/TS OF STRIPPING 90 SF - - — — I — — —2 — — k(/ } — -- I -- --- — STA. 13+37, U. L. 4.8 RT 1 245 SF, .r, Z� 7 280 LF 1 176 SF - TIE-IN TO EXISTING STRIPPING -- - -Sl f7 SF 7 I — Q STA. 14¢27, CL, RT. 12 . � -j 21l LF"-""�` � -� � 10 39' 62. -LF 117 SF 4 39 C° 10 i ~� Lri Q FIRE STA TION I F < U CALAMITY LANE m I z Q J d / U) 0) C O i Q U O Q A E _O O U 0 c - E m Q E U) I GENERAL NOTES: STRIPING NOTES: Y O CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS o8 INSTALL DETAIL 22 PER CAL TRANS STANDARD PLANS, CURRENT EDITION. 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND INDICATED ON THE PLANS � REPRESENT THE BEST INFORMATION SUPPLIED BY THE 7 INSTALL DETAIL 32 PER CAL TRANS STANDARD PLANS, CURRENT EDITION. STRIP/NG/MARKING AND SIGNAGE PLAN o F5 VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR INSTALL "STOP AHEAD" LETTER MARKINGS PER CAL TRANS STANDARD 8 �' LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. PLANS A24D CURRENT EDITION. REFRESH STRIPING (DETAIL 38 PER CAL TRANS STANDARD PLANS,Q CURRENT EDITION) AND INSTALL CHANNEL/ZERS. O3 INSTALL "KEEP CLEAR" LETTER MARKINGS PER CAL TRANS STANDARD j2 ALL STRIPING AND PAVEMENT MARKINGS SHALL BE PLANS A24E CURRENT EDITION. O9 INSTALL TYPE V/ ARROW (RIGHT LANE DROP ARROW) PER CAL TRANS THERMOPLASTIC, AND SHALL COMPL Y TO CAL TRANS STANDARD PLANS, CURRENT EDITION. STANDARD PLANS CURRENT EDITION. Q INSTALL LIMIT LINE MARKINGS PER CAL TRANS STANDARD PLANS A24E CURRENT EDITION. 10 REMOVE STREET SIGN 05 NOT USED. 11 INSTALL STREET SIGN "FIRE STA TION AHEAD" PER Cl TY STANDARD T-2 / Cl T Y RECORD N0. File Nome: PLANS -BRIM AT CAL Drawn: E. SIGUENZA STREET IMPROVEMENTS, BRIMHALL ROAD AT CALAMITY LANE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job Na: T5K203 Engineer: B. MICCLURE Date: Apr. 15, 16 Checked By: 8 OF 8 0 1 2 3