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W O w. -O V)0m 0 wdU Fd¢ 000 Z¢J OU O` ww NW Z JI-F-KRN dij O2 W ¢ 0 WO oS NO WpZN Zm'a IwF QO ZK3¢a4 �N05 NZo 0 �-o �Z 1F-- fn U K(� wli ¢U a poo.� WW ZX OZIN< 75 z QZ WOM LL ON N6QWm0 OJmQU LLzO 0O OW ~ W Qm �2) (/Fg6 WSw zZO> ¢Nw�QZ<Oz d¢NZm W¢z J pJo SS K Z ¢ OU ¢¢ J Z J X oO N J g g p F- r O¢¢ O WOO J K d' O W O J p J W J F D: W~ O W Q U Z m O N W r K N O Y N O r¢ <R8 FEa 'O'G F)O UmlJ- <MM �moazo aou=iaco� FOW a= mw oov-'i f< <-F--<,w �p6zmow 05a z?aaa <m*¢w3N Z In a 0 ti U LEGEND izm NOTES LIMITS OF CONSTRUCTION / PROJECT BOUNDARY STANDARD DUTY CONCRETE 4" CONCRETE WALK/ 12" NG ® 90% HEAVY DUTY CONCRETE 6.5" 3000 PSI CONCRETE / 12" NG ® 90% LIGHT DUTY CONCRETE 5" 3000 PSI CONCRETE / 12" NG ® 90% LANDSCAPE AREAS EXISTING POWER POLE EXISTING CONCRETE CURBING & BOLLARDS WHICH CONFLICTS WITH NEW INSTALLATION IS TO BE REMOVED STREET IMPROVEMENTS CONSTRUCTED WITHIN CITY RIGHT OF WAY WILL BE PERFORMED UNDER SEPARATE STREET PERMIT. SLOPE AS INDICATED ON PLANS 4" THICK CONCRETE OVER 12" NAT. GRD. COMPACTED TO 90% CONCRETE SHALL BE CLASS "B" AND SHALL BE WITHIN 2.5" AND 5.5" SLUMP rA-1 SIDEWALK NO SCALE 6' CONCRETE FOR CURBING SHALL BE CLASS 'B" AND SHALL BE WITHIN 2.5" Its AND 5.5' SLUMP B 6' CONCRETE CURB NO SCALE CONCRETE FOR CURBING SHALL BE CLASS "B" AND SHALL BE WITHIN 2.5" AND 5.5' SLUMP RC1 9' CONCRETE CURB NO SCALE N 0 10 zo 40 6.9-288 1 inch = 20 & CITY RECORDS NO. �e I QLij O LC V � m Q � Urr UQ �O N Z Z 4 NO. CZ2 APN: 332-222-27 \ /_T OF WA�Y LINE 10 I 1 1 R=955.00' L=125.56' D=7'31'59" 1 332-222-29 /// RIGHT OF I I 1 WAY UNE VE CRACKED CURBIs GUTTER, MATCH EXISTING \/ CONSTRUCT 2-8' CURB a GUTTER TYPE 'B" PER GOB ST -1 L R=68 90'0 EXISTING 2" WATER METER C(NNEC= \ \ \A WIDENIPROPINNGGIIMPR IMPROVEMENTS \�4' \\\\ 24TH STREET NEW 20' DRIVEWAY \ BY OTHERS FIGHT OF ZB� PER COB ST -4 \ WAY LIE s \ INSTALLED BY OTHERS DURING 23.0• � \\ CONSTRUCTION NIDENNGPROJECT 24TH STREET ]Ze FFT \\\ STALL 48 WATT LED STREET LIGHT fEMI93. PER CDB ST -23, 24, )DIL- ATBO 2OWN70 MVOLT R3 NL P7 POLL INSTALL TRANcI I WARNING 5191 Oy,g II ISI II NEW 34' DRIVEWAY �� I PER COB ST -4.1 I III I I INSTAL SITE 5 IIS I _ PATHGN C1.5 I gAE I III IIIA I I CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 3.33' 5.00' 1.73' 38'09'43" C2 3.14' 2.00' 2.00' 89'53'04" C3 7.84' 5.00' 4.99' 89'53'49" C4 6.54' 2.08' INFINITE' 180'00'00" C5 34.54' 20.00' 23.40' 98'57'49" C6 38.71' 20.00' 29.04' 110'53'18" C7 5.20' 25.00' 2.61' 11'55'30" C8 12.57' 8.00' 8.00' 90'00'00" C9 3.14' 2.00' 2.00' 90'00'00" C10 22.24' 20.00' 12.43' 6343'11" C11 29.28' 40.00' 15.33' 41-56-17- C12 2.36' 1.00' 2.43' 135'12'10" C13 11.26' 3.80' 42.67' 169'49'18" C14 4.71' 3.o0' 3.00' 9(b0'00" C15 7.06' 4.99' 4.27' 81*02'11• C16 23.59' 15.00' 15.03' 90'06'1 I" C1710.89' 6.00' 7.68' 103'59'08" C18 19.74' 12.00' 12.92' 94714'43" C19 31.94' 57.00' 16.40' 32706'11' C20 8.72' 37.00' 4.38' 13'30'31" C21 14.89' 37.00' 7.55' 23'03'37" C22 14.38' 1 57.00' 7.23' 14727'22" EASEMENT NOTE 0 CITY OF BAKERSFIELD SEWER LINE EASEMENT RECORDED APRIL 15, 1970 IN BOOK 4388, PAGE 505, O.R. 6.9-288 CITY RECORDS NO. SHEET NO. 0 10 20 40 Cl3 1 inch = 20 R 0- Nw M y, O � � c ^S!_ Q Y - GO v SHEET NO. 0 10 20 40 Cl3 1 inch = 20 R e EXISTING ROW 420 70' FVARIE. W 51't 78.5't 415 NI C4 a 13' WALL 410 - - -- EXISTING J GRADE / VV 10:1 SLOPE -j 400 420 rl w NI cn 415 L N 51't 2.5' EXISTING STREET IMPROVEMENTS 410 PROPOSED TRIP STREET IMPROVEMENTS 405 TRIP FL DESIGN 400 395 EXISTING ROW & R S WALL 1+00 SECTION C -C EXISTING R 420 415 410 405 400 395 _._ . - _-... -. _--}.. - _. 415 WALL TO R EXISTING "i 06 ROW ao R ---- ... _...... 415 o �o w W�n 45' y �J F 21' 24' > FINISHED 1' O X410 N N GRADE WALL TO R -. - 1405 -- ------- 410 li LANDSCAPED I ` FF 408.00 -1.OX PLANTER I -3.1X 1.1% - EXISTING GRADE 1400 o GRADE h D 10 20 40 S w 405 $ FINISHED 395 GRADEGRADE 2.75' MAX SCALE: HORIZ. 1" = 20' �/ C14 RETAINING 6.9-288 WALL VERT. 1" = 5' WALL TO R 1+00 2+00 SECTION B -B NEW 20' DRIVEWAY PER COB ST -4 INSTALLED BY OTHERS DURING CONSTRUCTION OF 24TH STREET WIDENING PROJECT EXISTING GRADE 1+00 EXISTING SEWER LIFT STATION LANDSCAPE AREA —�I 1 X20' SEWER LIFT STATION ACCESS 2+00 SECTION A -A FINISHED GRADE 3+00 sir 1+00 SECTION D -E) F EXISTING ROW ---- ... _...... 415 w W�n 45' y �J 21' 24' O X410 NEW 34' DRIVEWAY -. PER Cog ST -4.1 1405 -2.6x _- N - EXISTING 1400 o GRADE h D 10 20 40 S 5 $ 395 SHEET NO. SCALE: HORIZ. 1" = 20' �/ C14 6.9-288 VERT. 1" = 5' CITY RECORDS NO. OF 6 FF,."11 ty "7 r � az N �D^^I7� v N U O1 .-1 1 = 'O n Q M 0 Ox 10 IS ,Fy PR'Z �n n O� Qf i(l I N W hM U I m o n d�1S/O3a # S SIGN PER 'WP225" OF 'BEST MANUFACTURING SIGN SYSTEMS' STANDARD STATE APPROVED ACCESSIBLE SIE INSTALLED ON A METAL COLUMN PROPER HEIGHT REQUIRED. FIE -D: BLUE AT THE AG MUST COMPLY WaN CBC 11R-502.6 O 3" WIDE: WHf1E Uj cz VAN A INT. ADD ADDITIONAL SIGN OR TON4l LANGUAGE \\�/l r^ ACCESSIBLE TO NEW AND /OR EXI ORG T. SYMBOL OF BORDER W SYMBOL ARROYF. BLUE Q) ACCESS. 'VAN ACCESSIBLE". SIGN SHALL BE RELECT'ORIZED AND A MINIMUM OF 12"x6". U AND COMPLY WITH DEC 118-502.6.1 Minimum Fine $250 Z M ADD ADDmONAL SIGN OR ADpTOIWL IANGGGE W TO NEW AND /OR EXISITNG INT. SYMBOL OF ACCESS. "MINIMUM FINE 1250", LETTERING ON SIGN MUST BE A MIN. OF 1" IN HEIGHT AND J W COMPLY WITH CBC 118-502.6.2 W BOLT SIGNS TO GALVANIZED METAL v 2_}/q^ GLy, 51p, W. 51EFy ROUND PIPE PIPE COLUMN. H WITH 12 DLV. SM. W. STT, 3 FEET DEEP Y vJ 0 Q i DETER CONCRETE FILLED n 8 O < FlLLED STEEL TUBE X M PANTED YELLOW. CONCRETE SURROUND MOUND PIPE COLUMN. • r CONCRETE SURROUND MOUND PIPE I I -I � °III -I I -III- I I -I I I -.III=III=III ILII VIII -IIIIII-III I_IIII ILII IF MIN. 2" MIN. 4 ACCESSIBLE PARKING SIGN �5 ACCESSIBLE PATH SIGN UNAUTHORIZED VEHICLES 17"x72" (MIN.) BM WARNING C1.5 NO SCALE C1.5 NO SCALE PARKED IN DESIGNATED SIGN W/ ALUM. 00RUDED POSTS. ACCESSIBLE SPACES SIGN TO READ AS PER EXAMPLE NOT DSPIXYING APPROPRIATE INFORMATION MUST DISIINGUISHING PLACARDS BE INCLUDED ON SIGN. OR LICENSE PLATES LETTERING ON SIGN MUST BE A ISM FOR PErONS MIN. OF 1^ IN HEIGHT. YATH DISABILITIES MAY BE TOWED AWAY AT MEWS EXPENSE Towm VEHICLES MAY BE APPROPRIATE INFORMATION ie RECLAMED AT MUST BE INCLUDED ON SIGN (ADDRESS) (MIN. OF T" IN HEIGHT) S OR BY TELEPHONING DEIEPKKINE NUMBER) rr^^ Minimum Eine $250 ADD ADDITIONAL SIGN OR ADDRONAL LANGUAGE VJ NOTES. a' — 50 ----- TO NEW AND OR E%ISITNG INT. SYMBOL OF 1. THE RAMP SHALL HAVE A 12 -MCH WIDE BORDER WITH / 1/hINCH MOVES APPRO%IMAELY }/q INCH O.C. 5EE GR041NG MAL EXPANSION JOINT q SIG M 'MINIMUM FINE 250. LEVERING ON a SIGN MUST BEA MIN. OF 1" IN HEIGHT. Q 2. IXPMUDE JOINTS SHALL BE EITHER (A) T/4" TO 1/.1 —r " O PREMOLOEO EXPANSION JOINT FlLLER PER SEC. 51-1.12 2.3" Min AND 24" Max a Tiff %=(vO SPECIFICATIONS =N' R ((6j 2" DEEP i s u Q 0.18" Mm AND -I 045"Min AND 047 "Max /// CENTER TO CENTER SCORED JgNT (WEAKENED PLUME, EXRN510N MACHINE ONLY) o vsi 0.22" Max T TOP W En ` oo SPACING 3. CONCRETE SHALL BE CLASS B (5 SACK/C.Y.). EE NOTE 1 c Y �Ny+0.9950E i. 00.92"Mm a" NO COLORING SNAIL BE ADDED. _ I GALV. STD. W. fill 4. CONCRETE 0.5' THICK (Md10LRMC WITH CURB RETURN) - a n 12 DIRMETER FOGTING. J FEE OEID RASED TRUNGIID THAT EIX1�IwsSTHHEE NU- MOTH AND 91 mamNl((3G SURFACE SCORE DOME PATTERN (LN -UNE) DEPM OF THE RAMP. WARNING SURFACE NEAREST �0 STREET UNE DETECTABLEARNING SUREOC SHALL BE BETWEEN e" AND 8" FROM FUNNUNE .. NOTESm 1 8. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR S1REE15 : SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. ! n I m 1. TRUNCATED DOMES TO COMPLY WITH ADA STMDAROS MC WNR Pl R. ND 11111 -III W/��/FJ] APPROX. 3/4' III—III—III T- 1/4 III III—III o n GROOVING DETAIL Q 12" '^ MIN. v, 1 RAISED TRUNCATED DOMES 2 CURB RAMP 3 SITE ENTRY WARNING SIGN _A C1.5 NO SCALE C1.5 NO SCALE NO SCALE B N " R � o =z X A i 8 SHEET NO. o T�_� 6.9-288 1 inch = 20 ft CITY RECORDS NO. OF 6 / �y� /f R=955. L=125.56 •�AA p�' k06 D=7'31'59" - P, s° �y3 IX I 5�I ° P ° / Pw/'!�Q' ° \ o - APN: 332-222-29 TRANS h c°� I RIGHT OF WAY LINE 3 I I �(✓ O 2.5' MAX 43° RETAINING WALL / eti 1 ye NEW CONCRETE \w T I II R=955 L= .00' D=44'08p� I 'OE II I 1 Pp��aII �j I PROPERTY LINE STREEA���I h9 1 I II I PPS / y0 �. 'L" h w✓IJGHT q dry. I pp 2645 PROPERTY LINE' NI .J 5NW 34' DRIVEWAY I PER COB ST -4.1 APN: 332-222-27 dye \ y E 1 4ao I II, . V'1 • a �� 4 a / '.`�i — +� � 8" CURB / 6' CMah NEW CONCRETE I I U WALL ao 0°04 III I ENaoRE NEW CONCRETE 'O° +�"1'� \ �✓ _A suil I II LEGEND — FR— FR— LIMITS OF FIBER ROLL OCATCH BASIN/INLET PROTECTION © EQUIPMENT MAINTENANCE AREAS © STABILIZED CONSTRUCTION ENTRANCE/EXIT OD PAINT WASH OUT OMATERIAL STORAGE OCONCRETE WASH OUT © SANITARY WASTE FACILITY OSILT FENCE OFIBER ROLL OTRASH BIN DUMPSTER �•'� PROPOSED DRAINAGE FLOW EX EXISTING FL FLOW LINE FG FINISHED GRADE FP FINISHED PAVEMENT LP LOW POINT ELEV ELEVATION R/W RIGHT OF WAY TC TOP OF CURB --438---- EXISTING CONTOUR 6.9-288 CITY RECORDS NO. O 0, z I O LLJ UQ Z oQ Q UW U `-t h� Q V O d' N 0 10 20 40 6 W 13 ti SHEET NO. 1 inch = 20 ft. C16