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HomeMy WebLinkAbout1.1-6454 RevisedGENERAL NOTES 1. CONTRACTOR SHALL OBTAI:N ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. CITY OF BAKERSFIELD COU..NTY OF KERN CALIFORNIA co 2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELIMES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DE7ERNNE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PPEL*4ES BEFORE COMMENCING WORK. HE BERKSHIRE AVENUE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTIL111ES AND PIPELINES. w 3. ..NY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND PROJECT COMPACTED PER CITY STANDARD DETAIL ST-22. SITE cn 4. T14E CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE Sit T HOSKING AVENUE RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. CD 5. CONTRAC70R AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING 99 114E SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REOUIREMENT SHALL APPLY NORTH CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORXt#4G HOURS; THAT T14E m :3 E;"T I JE JE F I I I [D I (:)VEE I I EE 1 J7 F F1 L=)A 1' 3 9 0 CONTRACTOR SHALL DEFEND, 114DEM14IFY AND HOLD THE 0%1NER AND THE ENGINEER V) HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE co PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE M:cKEE ROADA SOLE NEGLIGENCE OF THE OWNER OR THE ENQNEER. GENERAL NOTES ASPHALT CONCRETE (CONTINUED) 6. SEE SEWER IMPROVEMENT PLANS FOR STORM DRAIN IMPROVEMENTS AND SPECIFICATIONS. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRIND*4G 7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH Gi7Y OF BAKERSFIELD STANDARDS AM STATE OF CAUFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD NTH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR VICINITY.MAP F� a.: (1) w SPECIfICATIONS. (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE ME7I`HOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE. WORK SHALL BE AT THE DEVELOPERS EXPENSE. N.T.S. 8. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION IF ABRASIVE GRINMG IS USED TO BRIAG THE FINISHED SURFACE TO SPEC11FIED SURFACE INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049 ON NOING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE TRE 0 TOLERANCES, ADl AL GRI, 9. DEWALT CORPORA71ON SHALL NCT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRADING ARE AT A CONSTANT OFFSET CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND T14E TR. 5762, UNIT Ef APPROVED IN WRITING BY DEWALT CORPORATION. TRANSVEIRSE LUTS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND M.B. 45, PGS. 193-194 AREAS SHALL BE NEAT RECTANGULAR AREAS OF UWORM SUIRFACE APPEARANCE. OWNER/SUBDIVIDER )0. COMPAC11ON TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBVIDER/ ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH ENGINEE101", AND THE LAST FOUR PARAGRAPHS OF SEC11ON 42-2.02, "CONSTRUCTION% OF THE CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL 13E APPLIED TO ALL FINISHED ASPHALT PALMA HOMES DEWALT CORPORAI'ON THE CITY ENGINEER. SURFACES AT THE DEVELOPER'S EXPENSE L 114E FOG SEAL COAT SHALL EITHER BE ASPHALT 9 8 7 6 5 4 3 2 1 145 NORTH $@Nw STREET, SUITE "A" 1930 22nd STREET 11. STA16P AN "S" IN CURB FACE OVER EA*1I SEWER LATERAL. REJUVENATING AGENT OR ASPHAL11C EMU, SION AS DIRECTED BY THE ENGINE-ER. 9\a L77i 67 MAZON -,Plvg TULARE, CA. 92374 BAKERS,. -'LD, CA. 93301 INSTRUCTION: DELETE "C" IF YOUR PROJECT DOES NOT HAVE AC IN MEDI^NS. (559) 684-8900 (661) 3 �3-4600 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE M04JNTED ON POSTS WITH HAWKINS BEGIN "C"Illill. 10 ....... M2G SE�Z�iES SOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS THE SUBMADE BENEATH SLWAC*4,G FOR MEDIAN ISLANDS SHALL BE CHEMICALLY TREATED z: INSTALLED PER SM. T-19 -SHALL BE LOl7ED WITHIN SIDEWALK 60 FROM BACK. FOR WEED CONTROL. THE CHEMICAL SHALL BE 2, 6-DICI-H.OROKNZOMTRILE, AND SHALL BE 3 APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THESE SPECIAL to La 62 63 64 65 66 67 68 13. AN OPEN STREET PERMIT FCR EA;ll PHASE SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PROVISIONS. THE RATE OF APPLICATION SHALL BE FOUR (4) OUNCES OF ACTIVE CHEMICAL PER Pt,'9,LIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN EXISTING ACCEPTED 12 In z: t ONE HUNDRED (100) SQUARE YARDS OF SUBGRADE SURFACE ARE TO BE CHEMICALLY TREATED 0=111 1*>1REET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIMSION AGREEMENT, SECURITY BASED ON BENCHMARK FOR WEED CONTROL. ASPHALT CONCRETE SHALL BE PLACED OVER THE TREATED SUBGRADE 0 AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND 13 INSURANCE AS REQUIRED SHALL BE P(STED PRIOR TO ISSUANCE OF THE PERMIT. WITHIN TWO (2) 14OURS OF CHEIMICAL APPLICATION 04EN THE AIR TEMPERATURE IS HIGHER THAN 0 61 60. 59 TOP OF 6" CONCRETE MONUMENT IN I-AMPHOLE ON THE CENTER�LINE 500 F. AT AIR TE RATURES LOWER THAN 50* F. ASPHALT CONCRETE SHALL 13E PLACED ON cn 14 7 UR ....COURT TREATED SUBGRADE WITHIN TEN (10) HOURS OF CHEMtCAL APPLICATION. SHOULD A OF LIBBY COURT, PER TRACT MAP NO. 5362 UNIT 2, M.E. 46, 14. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY '6WETTAB',,..v" POWDER" TYPE CHEMICAL BE USED, A SUITABLE FUGITIVE DYE SHALL BE WT A FAV PGS. 171-172. TO THESE PLANS: 15 . ......... ST-1 CURB AND GUTTE ST- 16 STREET KNUCKLE INCORPJRATED IN THE MIXTURE SO THAT THE COVERAGE A14D SPREAD RATE MAY BE VERIFIED. DOC* ems I sluss ST-3 SIDEWALK ST- 19 STANDARD HANDICAP RAMPS 16 ELEVATION USED 352-29 U.S.G.S. (CITY Dk'i-UM) FULL COMPENSA71ON FOR CHEMICALLY TREATING SOL AS SPECIFIED IN THIS SECTION WILL BE uj (0 ST-4 RESIDENTIAL DRI"AWAY D-1 1 STANDARD DRAINAGE BASIN CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE YARD FOR PLACE ST-6 PAVEMENT PATCHES D-12 STANDARD CHAIN LINK FENCE ASPHALT CONCRETE (MISCELLANEOUS AREAS). 17 > 56 57 58 3t V) 5`17-7 CROSS GUTTER D-14 CATCH BASIN TYPE "A" END 'PC". Ld ST-9 STREET SPECIFIC. 0ONS D-16 GUTTER DEPRESSIONS ST-11 STREET CROSS SEC17ONS D-14 CATCH BASIN TYPE *A* IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT T14E RELA71VE 55 42 41 ST-13 SURVEY MONUMENT D-16 GUTTER DEPRESSIONS 19 a m COMPAC11ON IS EITHER LESS THAN 90% OR MORE THAN 9674 THE ASPHALT C014CRETE T-19 MISCELLANEOUS SIGN ST-14 STANDARD STREEI L',C. T REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES 40 0 54 43 ST-15 STANDARD CUL-DE-'.1.At, SW-5 FRAMES & COVERS FOR MANHOLES MEET THE IN-PLACE DENSITY REQUIREMENT. ui AND CALTRANS ST10. RSP R88A FOR HAINDICAP RAMPS. n COD PRIVATE ENGINEER'S NOTICE TO CONTRACTORS L,L1 %Ab 53 0 39 4 4 GEN'"ERAL NOTES i_%'.;PHALT CONCREIL V) 38 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES GENERAL NOTES BASE MATERIAL 22 U) 52 45 OR STRUCTURES SHOVM ON THESE PLANS ARE OBTAINED BY A SEA RCH 7-1. ASPHALT CONCRETE (TYPE 8 ASlkLT CONCRETE SHALL BE TYPE *Am (MODIFIED) FOR ALL 37 opow llc� 'OR STREETS AND TYPE *13" (MODIFIED) FOR LOCAL ST AND SHALL BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADISEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 51 46 cz OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARTERIAL AND COLLECT 61 9LN U9 LO ofta a Jak CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE". OF THE STANDARD 36 2 AGGREGATE BASE (CL 2 AS) COWORM14G TO SECTION 29 OF THE STATE STANDARD SPECIFICATIONS, ARE NO EXISTING UTILITIES EXCEPT AS .),rlvwN t.0 LATEST EDITION; HOWEVER NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL SPECIFICATIONS AND THESE SPECIAL PROVISIONS, 50 47 IN LOCAL ROADS SHALL BE EITHER CL 2 AS OR CRUSHED k*SCIELLANEOUS BASE (CM43) CONFORMING cn : 1 35 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUT101NARY MEASURE.*' ) TO SECTION 200-2.4 OF THE "GREEN-900K." 8 > PRIOR TO THE ADDITION OF Aq,..,rHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE "A" 419 48 TO FROTECT THE UTILITY LINES SHOWN AND \NY OTHE�\ 'INES NOT f%)F 24 6 DRIVE (00 (MODIFIED) OR TYPE "B" (MODIFIED1 ASPHALT CONCRETE SHALL CONFORM TO THE REOUIREMEN Ts 34 14 __j to RECORD OR NOT SHOWN ON THIS DRAVANG, wr .............. "AGGREGATE OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM c� OF SECTION 39-2.02, 25 MEDIUM GRADING. 33 EN04NEER SHALL NOT BE �ESPONSJBLE 'ThE ACC'v`A'1'ACY OR 4 J 26 INSTRUCTION: DELETE "A" IF PROJECT HAS NC CIALS QUANTITIES (PHASE 1) 28 29 30 31 32 COMPLETENESS OF ANY SUCH INFORk,"�,,�\TION OR DATA. BEGIN "Ill'A". 27 AGGREGATE FOR ASPHALT CONCRETE DIKES SHALL CONFORM TO THE REQUIREMENTS FOR 3/8" MAXIMUM STREETS UNDERGROUND SERMCL k-ERT SHALL BE CONTAC7t'..O,�* "40 WORKING DA"S "AGGREGATE'O, OF THE STANDARD SPECIFICATIONS. GRADING AS SPECIFIED IN SECTION 39-2.02, :j ITU CXJANqnTy PRIOR TO, CONSTRUCTION. 1-800-227-2600 HOSKING AV- K'i" END "A". PAVEMENT: ASPHALT BINDER FOR TYPE "A" (MODIFIED) ASPHALT CONCRETE SHALL 6E AR-8000 VISCOSITY INTERIOR: m _. . - a I a 0.20* AC 0.409 AB PAVEMENT 979107 S.F. GRANT DEED PER BK. 5394, PG. 232, ENGINEER S S:fATEMENT GR- 4DED ASPHA.LT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL BE AR-4000 VISCOSITY GRADED ASPHALT, UNLESS U.00 GOWACTED SUSIGRADE 979107 S.F. OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL "'ONFORM TO THE EXTERIOR-. THESE PLANS AND SPECIFICATIONS WERE PREPARED BY 'I 'At OR UNOr REQUIREMENTS IN THE TABLE FOR "STEAM-REFINED PAVING ASP-HALTS IN SECT10N 92-1.02, w da dw I" MY D1f.,ECTION. AND TO THE BEST OF MY KNOV&ED, AN BELIEF 0.45f AC 0.509 AB PAVEMENT IL "GRADES", OF THE STANDARD SPECIF"ATIONS 1.60* COMPACTED SU190tAbE INDEX MAP COMPLY NTH CITY OF BAK,,,RSFIELD ORDINANCES, "zTANDARDS, AND AM FOG SEAL 1769659 S.F. 1 =2010' DESIGN CRITERIA, AND INCLUDE ALL :MPROVEME ' NT REQUIREMENTS OF THE AWOUNT OF ASP.AALT BINDER ',0 B&7 MIXED WITH TFE AGGREGATE SHALL BE DETERMINED OR OTHER REMEW BOARD. 113m CURB GUTTER $240 L.F. THE ADV`ISORY AGENCY TYPE N'ORTH BY THE CONTRACTOF, IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF 5.50 WIOF COMBINATION SIDEWALK (4-m TH4, CK) 109912 S.F. MATERIALS PROPOSED FOR USF IN THE WORK THE AMOUNT OF ASPHALI BINDER SHALL BE APPROVED �Xk BY THE ENGINEER. 4.5* WIDE %06461NATION SIDE-WALK (41w THICK) 23,400 S.F. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF Ti- -%E ORDINANCES, L ej,:JkT0 ;7 z -t% Cr DRIVEWAY APPROACH (6w MCK) 7v670 S.F. STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING "10ONSTRUCTION AT LEAST 14 DAYS PRIOR TO T1 E SIART OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING HANDICAP RAMPS 9 EA. INDEX MAP LEGEND 'D 04N SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTL FOR THE ENGINEER"E., REVIEW AND APPROVAL: 12' WIDE CROSS GUTTER 1 EA. uj CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER, DRAINAGE FLOW DIREC11ON cc w "VEY MONUMENT ENCASEMENTS 9 EA. No. C 06760;2 hd A. A LIST OF AGGREGATE A.ND ASPHAI I SOURCES. 5800-WMEN STREET LIGHT 9 EA. 9500-WMEN STRE-.7 LIGHT 4 EA. SHEET NUMBER Exp. 011*4 1 B. DOCUMEKYATION VERIL NJ F �NG THAI TF AGGREGATES TO BE INCORPORATED 'ON THE WORK SAWCUTTING 19320 L.F. 11 CM, 0 Aw "AGGREGATEw, OF THE STANDARD TRACT BOUNDARY CONFORM TO THE REOUIREMEXTS C, SECTION 39-2.02, 0 SPECIFI:13%ATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND v Le (4 r STRIPING SIGNAGE SAND EQUIVALENT TEST RESULTS SHOULD �`-:-,T BE CLDER THAN SIX (6) MONThS. ALL L. ALBERTO LOPEZ Ro 67602 EXP. 06/30/07 DATE OTHER TEST RESULTS SHOULD NCT 3E OLDER THAN ONE (1) YEAR. ITU QUAN"nTy NEW 3 C. NN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST lmftw TEST RESULTS LN WHICH THE DESIGN ICL BASED SHALL BE SUBMITTED 12" WHITE CROSSWALK / LIMIT L04E 175 L.F. 367. LABORATOli v REVIEWED BY.* DETAIL 38A (8w WH17E CHANNELIZING LINE) 2001 L.F9 WITH 714E MIX DESIGN, ALONG NTH THE THEORETICAL MAXIMUM DENSIr," OF THE DESIGN MIXTIJ 'RES AS DETERMINE) BY ASTY, 0-2041. THE ASPHALT CONCRETE MIX SHALL VEET THE WHITE TYPE IV (R) ARROW <� EA - k . -1 WHITE TYPE I V (L) ARROW EQJIREMENTS C7 SEC11ON 39-2.02, "AGGREGATE"llill'. OF THE STANDARD SPECIFICATIONS AND a SHEET INDEX S EET FOOTAGES WHI TE TYPE I ARROW .5 �JA '1AHESE SPECIAL PROVISICNS. IF THE DATA SUBM, TTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO DETAIL 39 (6s WHTE BIKE LANE LINE) L 1. COVER SHEET STREET LENG cn THREE (3) YEARc., OLD. THE DEVELOPER SFIALL BEAR ALL COSTS ASSOCIATED WITH THE DETAIL 22 (41@ DOUBLE YELLOW CENTERLINE) 1 CITY TIk FIC ENGINEER DATE ASPHALT'CONCRETE, MTI> DESIGN. 2. DETAIL SHEET z_: i�ETAIL 278 (4w WHITE RIGHT EDGE LINE) 546 L�,F C) 3. PLAN & PROFILE AMAZON DRIVE AMAZON DRIVE 5,07 L. F. V) t DETAIL 11 (41* WHITE DASH LANE LWS) 1410 WHERE NEW ASPHALT CONCRETE PAVEMENT 1b 170 CONFORM TO EXISTNG PAVED SURFACES, THE EXISTING AMUR COURT 24.0 L. F. go WHITE PAINTED GORE OR STRIPING TAPE 260 LF. 4. PLAN & PROFILE AMUR COURT & TIGRIS DRIVE PAVEMENT S4ALL BE SAWCUT. 640 S.F. MISC. PAVEMENT MARKINGS 5. PLAN & PROFILE NILE RIVER COURT TIGRIS DRIVE 290 L. F. 'Ott Oil -too .0000r, OF ON-PAVED AREAS TO 13E SURFACED PRIOR TO THE BMW G SIMM A F RIME COAT WILL N01" E REQL RED ON N 6. PLAN & PROFILE RIO GRAND DRIVE NILE ' RIVER COURT 400 L. --#UBLIC WORKS DIRECTOR D A�TE T 7 IREME PLACEMENT OF ASPHALo CONCRFIE; HOWEVER, ALL THE OTHER REQU NTS OF SECTION 39-4.01, DETAIL 3 (4'@ YELLOW CENTERLINE SKIP STRIK) 80 L.F. 7. PLAN & PROFILE RIO GRAND DRIVE RIO GRANDE DRIVE 1163 LOF* bu ZWHALL BE MET. "SU"'RADE". OF THE STANDARC SPECIFICATIONS DETAIL 22 (40 DOUBLE YELLOW CENTERLINE) 900 L.F. PLAN & PROFILE NBLE ROAD WBLE ROAD 111(o4i Lf 12w WHITE CROSSWALK / LIMIT UWE 75 L.F. THE AREA. TO WHICH PAINT 134NI)" R FAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC, 11 K "W. PLAN & PROFILE WiBLE ROAD HOSKING AVENUE 665 L.F. CARE SHALL BE TAKEN '70 AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT M4,SC. PAVEMENT MARKINGS 192 S.F. APPROVED BY. 10. PLAN & PROFILE HOSKING AVENUE SURFACE BEYOND THE .-IMITS Of CONSTRUCTICIIIIIII,L.. A SIGNING & STRIPING PLAN \MBLE ROAD & HOSKING AVE.. STREET NAME SIGNS E S U ILLESS OTH- RVASE PERMITTED BY THE ENGINEER. STANDARD 6 EA PAVING JOINTS SHALL MATCH STRIPE L0CA.1JN I IZRe %&-PAL fV1PjtptcATjZwi pLAO W1 METRO 3 EA. INTERLSE(;'n0N AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. TRAFFIC CONTROL SIGNS: RAUL M. ROJAS, R.C.E. 39880, EXP. 12-31-07 DATE ADDITION..L ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, uj WHERE %%0*4 ON THE PLANS AND AS DIRECAED BY THE ENGINEER, AND HAND RAKED, IF R1 - 1 (STOP) 4 EA. PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. W31(CA) W/0M4-3 (END) 1 EA "Ol SIGN CLODE5 CA) 2 EA9 R1-1 STOP (HIGH INTENSITY). R26(CA) 11 EA* WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, R3-5R RIGHT TURN ONLY RIGID BASE CHANNELIZERS 3 EA* PAWG OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK %L SHIFT, 1NE LENGTH OF PAVEMENT ALONG THE' LONGITUDINAL DROP-OFF BETWEEN ADJACENT R6-1(R) 1 EA. R3-7 RfGH T LANE MUST TURN RIGH T P N­ R5-1 1 EA. R4-7 KEEP RIGHT OF MEDIAN (GRAPHIC) REV 1 1 0,k5AprpK LANES IS NOT GREATER THAN THAT WHICH :*.'0*4AN BE SURFACED DUR04G THE FOLLOWING SHIFT OF W_ w 8 r.. C_ 0- 1 NORMAL..PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AL014G THE W3-1 1 EA. R5-1 DO NOT ENTER 0. LO TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADD11710NLAL ASPHALT CONCRETE SHALLBE HAND R7-9 1 EA. R6-1 ONE WAY ARROW (GRAPHIC) 0 RAKED ANO COMPACTED TO FORM TEMPORARY %00'ONFORMS BEFORE THE LANES ARE OPENED TO R4-7A 1 EA. W3-1 STOP AHEAD GR AP`H4C) V) PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED SOW BREAKER, MAY BE PLACED UNDER RELOCATE EXISTING SIGNS 2 EA. R26 (CA) 1 8"x26 NO PARKING T14E CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAYING OPERATIONS RESUME. 0 �A v. 05 1 CC R81 (CA) OWE LANE cz C3 05 TYPE 0 (CA) REFUC71VE 08JECT MARKER LOI_ ASPHALT CONICRIFTE SHALL 3E COMPACTED TO A WINIMLA 92 PERCENT OF THE MAXIMUM 6 0 - I s S,64 D kA 0 r3- E- k6 A I;kc-.e q.em-z PATe s A THEORETICAL DENSITY AS DETERMNED BY THE ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERAINED IN ACCORDANCE WITH CALIFORNIA TEST 375. NOTE: SIGN NUM1KRS ARE FEDERAL CODES j UNLESS OTHERWtSE 00CATED BY (CA). (CA) IF THE IN-PLACE DENS11" OF ANY LOT JF A%c.,:PHALT CONCRETE IS LESS THAN 92. PERCENT, OR INDICA"ll CALWORNIA CODES. 12% Em GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSJTY� THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED, AND THAT THE MATERIALS OR PROCEWRES FOR 80"i"Ho IF NEEDED, NEED ADJUSIWNENT. ASPHALT CONCRETE SPREADING OPERATION"IF SHALL NOT COi441-Nu JNTIL THE CONTRACTOR HAS NOTIFIED THE CITY MARIAW R5 W RCE 232 VOOM eW. 17-31-141 PATIE "A EET THE REQUIRED ENf%-* NEER OF THE Nf, THAT WILL BE MADE IN ORDER TO ME COWPAC[ION. 1F AN*f ,11"CESSIVE TEST AF*EF NOTICE 'IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESFNTEC SY 71AT LOT SHALL BE REMOVED AND REPLACED IMTH MATERIA1 THAT tALEETS THE i� FLACE DENSITY REQUIREMFNT"i 4 qw RIW PAD LIMIT LINE ( SIDE (SIDE YARD) R/W ------- 10* 20-9 20* .011 1 4.8750 4.5 It ams 0.625 0 4.5' 4.875 It I PAD an -- - - SLOPE FROM HIGHEST GUTTER 114 114 *14 2 X *2 X GO le. 01- Y-- --- "I 2# TYPE *B'w ASPHALT CONCRE7E 4.5" NVE COMMA 70V T)VE SlDEWALK IF 03m 2 PIER C.O.B. S7V. S-J (r�) jo RO", GRooWE LWE BASE MA&SRVAL SAM so G'L4AB NND G(ITTR FROM PER C.O.B. SM. S -1 (1'YP.) NATURAL &?OM COWA C 7ED TO 95X MAX RELA 111' DENS/TY A TYPICAL S ECTI 0 N 600 R/W 11 1 2 0.20' AC / 0.400 AB PAVEMENT N.T.S. 0.50' COMPACTED SUBGRADE 2 R/W 7* 2Z DA KIGH T TO EXISTING STREET NAME T . 1. V R- ALUE 5.5 WX COMWA 77ON Ac SAWCIJT AAAD 77E AV70 C.O.B. STD. S-3 WKE ROAD 6.5 48 I, 0.45' - 0.50' 1.60' HOSKWG A*MJE &5 48 0.45' 0.56' 1.60 I AMAZON DRIVE 4.5 55 V 0-21Y wl LO-40" 0.50 �0-50 W GRANDE DRIVE 4.5 55 0 0-0­0.50'. AMUR COURT 4.5 55 0.20':0.40' vi 0.50 TI,GRtS DRI W 4.5 55 0.23' 0.W0.50' MLE RIVER COWT 4.5 55 0-20' 0.401 0.50 T)PE '*A AR MW ASPHALT CONCRETE BASE MA 7ERIAL NATVRAL GROUND COAFAC70 TO 35X MAX RELA 114 DENSITY ROUGH GRADE LINE �D� WIBLE ROAD STA 16 +85.10 -20+ 10.1 Q 1/2" RAD. (• N.T.S. 5" 4 I TOP OF CURB • 4d A A • o a. ,g A A- (DESIGN) VARIES AS REQUIRED TO HOLD TOP OF MEDIAN PROFILE TYPE "M-2" MEDIAN CURB N.T.S. PAD LhWT LINE 0 R/*W T. la6i -I 719 a5, No � 8 2* 2 6.001 505' a625 CONSTRUCT MAST WALL PER WALL CONS? RUC70V PLANS FOR 7R. 6454 PAD --- r- 'X w 2 a 5.5" WOE COMEWAPON--- TWE SWEW4LK PER C.O.B. STD. S-J TYPE mB'w CURB � GL/TIER PER C.O.B. STD. S-11 *aff - 550 f 58' 12'f S40CUT AND 77E WTO EAIS 77NG PA WENT T AS MEC70 BY CITY E N EXS7AVG x.*aw a 10" 41/11 "XIO, 7 77,4-1/.44`1 " .1 " / 0,11 .1 JJ* I EAIST EXIST. PAICAENT PA WAAENT TO BE REWOMW I To REM, W AND REPA WD VARIE 12# -f T)PE "A" AR WW-J I 'lf - - ASFWAL T CONOWIE 12 TO 22 BASE NA TEAL NATURAL GROL4W CoWALC7E`D TO 95X MAX. RELA Ti W DENSF TY ROUGW GRADE LINE B WIBLE ROAD STA 21 +05.10 -23 +18.90 N.T.S. RIW E-w T la6i" RA VARlES 61' TO 55.00 55-9 p f a5 -7 VARAES 54" TO 48.63" 2# VAIRAES 52* TO 46.63* 2# 2 6.0' 5. a625 CONSTRUCT NASOIWY 14LL PER 144LL CONSTRUC7XIN PLANS FOR 7R. 6454 PAD 2Z 114 zK *a5z E)USW Vi lo a3O# EWST PA DENT 5.5" WX COANWA TO BE RE&V*V EWS T. PA IEWN T T)PE SIDEWALK PIER AID REPA WD TO �AVI C.O.B. STD. S-J 12" 121 TYPE OA'w AR WW ASPHALT CtWOW7E TYPE *9'v CURB & GUT7E7R BASE MA IMAL PER C.O.B. STD. S-1 NATURAL GROUW COAFAC70 TO 95X MAX RELA 77W DENSITY ROUGH GRADE L WIBLE ROAD STA 13 +90.00 -16 +85.10 EST 10 6J R . 10W 0.5' own we 2# # 2# 6.0 # 5.5' 0.625 CONSTRUCT AMA WALL PER WILL CONS7RUC7W PLANS FOR 7R. 6454 PAD am 2 5.5 WDE COAAWM TYPE SVE194LK PER COB B SIDS -3 a1 VARES 71 TO 61 VARES 64 TO 54' VARAE'S 62' 70 52' N.T.S. RIOW 55 -1 EAIS rM EXIST. PA Kr*% T EXIST. T. LA TO A PM PA WA" T A ARFEEA rO REMAAV I-I - 12-9 -f am Iwo- 12' TYPE 89A" -j AR WW TYPE *8'9 CURB & GUTTER ASPHAL T COWRE 7F PER C.O.B. STD. S- 1 BASE NA 7FRAL NA 7URAL GROW COWAC7ED- TO 95X MAX RELA 77W DENSITY R00UGH GRADE UME �G� WIBLE ROAD STA 12 +70.00 -13 +90.00 T. 10.63' RIV 7 a5' 2' 0 2 6.001 5.5" 0.625 C0AfS7WUCT MASONRY MOLL PER TILL CONSMUC70V PLANS FOR 7R. 6454 PAD --\ 114 ~ /' a 5.5' WOE COAMAIIQN-- TYPE SADEN14LK PER C.O.B. SID. S-i TYPE *9 J' CLW & Gil TIER PER Sm. S -1 71 64 N.T.S. 62 N 12'1 5.5 WX COMWA 77ON TAE MEW& PER SAWCIJT AAAD 77E AV70 C.O.B. STD. S-3 TYPE '08' CURB & GUTTER EV57W PA W&fN T AS PER C. 0. B. STD. S -1 mEc7rDBY a7y svGimffR 0 ff 0 0 0.10 s 2S *a5x 2z EST U M awm vi -j 41 S T. EXIST EXIST. PAWKWT TO RE D PAT WN T BE I I TO R AND REPA WED VAR S 12" :t Lo a oil T)PE `A" AR 8000--j ASPHAL T CONOW7E 12' TO 22' -f BASE MA "AL NA 7URAL QTOLM T19 95X MAX RELA 7AC DENSITY ROMW GRADE WIBLE ROAD STA 10 +00.00 -12 +70.00 N.T.S. rkrAl RAI ES T la63 p R1, w a5# 7 2' 2# 6.00 0 5.5.0 a625 0 1- -1 [- -1 - COINSMUCT MASCIWY WALL PIER 04-LL CONS 7RUC 7XW PLANS FOR 7R. 6454 PAD 114,011" 0.30'- 5.5' KDE COANYMA 771 T)PE SIDE04LK PER C 0 B S 7V s -.3 2%.*aX 55.0 550 48 4*8 12*-f SA NVU T ARC 71E INTO EAIS AW PA WMEN T AS DIRECTED BY CITY ENOWER I_ xiam EXISTING 0.10 ol J141 .1 1 41 41 I doloo EXIST EXIST PA WAAEN T PAWWNT TO BE REMO WD TO REMAW AND REPA WD . .. . VACS 12* TYPE 18A a' AR 12 TO 22 1 TWE *8'0 C" & GUTTER ASPHAL T COMWM7 BASE NA 7FRIAL PER C.O.S. S7V. S-1 NA7URAL GROUND CCWAC7ED TO 95X MAX RELA 77W DENSITY ROUGH GRADE L WIBLE ROAD STA 20 +10.10 -21 +05.10 , 2 N.T.S. RIW R1*W 55' VAR ES 5&40 TO 56.66" RIW &6j* ESWT f 9 VARIES 4Z41' TO 46.971 a5 VARIES 45.41' 70 44.97" 2' 2 1 2 a625 5.50 - 4.0 CONSTRUCT MASONRY SANCUT OR GW EAWING WALL PER WALL ' i PA WMENT FOR W W AS CONS 7RUC 770N PLANS I FOR 7R. 6454 DiWC70 BY CITY EWWER. 2% PAD 'r EXIS7ING 0. 5.9 r-a lo, I m All, ajo" lfol 0', olof J, G8 of .41 le �le. 2 "food, 5.5" NVE COMRWA770N TY SADEW4LK PER ON TO 18 -f C.O.B. STD. S-J W "wAw AR 8= ASPHAL T COKW7E TYPE 08'* CURB & GUTTER BASE MA 7FAVAL PER C.O.B. STD. S-1 NA 7URAL GROW CCWAC7ED TO 95X MAX RELA 77 W DENSITY ROUGH GRADE LINE I OSKING AVENUE STA 10 +00 --10 +54.90 R/W 55* EXIS Tm 28p -f EXIS 7 W G PA WA #EN T TO REMAIN R11W EAIS7AW GROUND L TAE 'WA'o AR 8= EXIS 7W PA WWN T ASPHALT CONW7E' TO RENAMi No. C 0-67602 Exp t7 �A v 55' 08 TO 11 8* TO 11" VARAES 56.00" TO 70.00" VARES 48.00" TO 61.00". VAR 46.00* TO 59.00' TYPE W-2"NEDIAN CURB (TY'P. 90774 SIDES) SEE DETAK 2Ztam -0 r 10" N.T.S. R1W &6J* ESMT 9 a5 -2 20 2-9 a625 S.5' 4.0 CONSTRUCT MASOWY WALL PER WALL 1: CONSTRUCTI ON PLANS i FOR M. 6454 2% PAD i 114`11 oo. 11 Ior I, "Jo df,4 5.15'4 INDE COAMWA 7716W TYPE SADEWALK PER C. 0. B. S 7V. S- J T*lE '*A'w AR 8W ASFWAL T COACRE7E TYPE *8`0 CURB & GUTTER BASH 7ERAL PER C.O.B. STD. S -1 NARNAL GqObW CAC TED TO 95X MAX RELA 77 W DENSI TY RU191 GRADE L)NE I�-OSKING AVENUE STA 10 +54.90 -12 +52.00 N.T.S. RIIV 8.63' EW T. VAWS 70 N TO 60 VAS 61' TO 51' 9 a5 VARIES 59" TO 49* 2# 20 2 0 0.625' 5.51 4.63' WS� _YAW$ CONS7RUCT WS0A#?Y us I T- oo 1 WALL PER W4LL C0WS7RUC7XW PLANS FOR n?. 645,4 PAD a 100 t ML B F �h�i111AR�4L GROUND CtWA-C&rD TO 95X MAX RELA 77 W DENS! TY ROUGN Q?ADE L#&v HOSKING AVENUE STA 12+52-16+65 N.T.S. < C) I v- z V9 (o x W < u- < m 0 0 (D 14- W I x po V) 'O c C4 0 4 W � >- ■ N ee le 5.5 WX COMWA 77ON TAE MEW& PER C.O.B. STD. S-3 TYPE '08' CURB & GUTTER ASE MA 7 RAL PER C. 0. B. STD. S -1 B F �h�i111AR�4L GROUND CtWA-C&rD TO 95X MAX RELA 77 W DENS! TY ROUGN Q?ADE L#&v HOSKING AVENUE STA 12+52-16+65 N.T.S. < C) I v- z V9 (o x W < u- < m 0 0 (D 14- W I x po V) 'O c C4 0 4 W � >- ■ N N 60 0 0 0 0 vi -j (n Lo �, � -X454 2�r AWN&, L CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. SM. ST-1 VATH 4.501 WIDE COMINNA110N TYPE SN)EWALK PER C.O.B. SM. ST— 3. CONSTRUCT CASE $A` 04EELCHAIR RAMP PER CURRENT CALTRANS SM. RSP ASSA., 0 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. SM. D-14 (OPENING SIZE AS NOTED) CONSTRUCT 12" WIDE CROSS—GUTTER PER C.O.B. SM. ST-17 CONSTRUCT SM. SURVEY MONUMENT ENCASEMENT PER C.O.B. SM. ST-13. + INSTALL STREET NAME SIGN PER C.O.B. SM. T-1 METRO+ INSTALL "METRO* STREET NAME SIGN PER C.O.B. SM. T -1 INSTALL TRAFFIC CONTROL SIGN PER C.O.B. SM. T-19 (TYPE AS NOTE}) INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. SM. ST-14 INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. SM. ST-14 —8"S— PROPOSED SEWER LINE (8* UNLESS OTHERWISE NOTED) 0 PROPOSED SEWER MANHOLE 0) PROPOSED, STORM DRAIN MAWOLE PROPOSED STORM DRAIN _SD_ EXISTING STORM DRAIN PROPOSED CATCH BASIN EXISTING CATCH BASIN 0 EXISTING SURVEY MONUMENT ENCASEMENT j& P.I. VERTICAL CURVE OR GRADE BREAK DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION! (0.60) EXISTING SLOPE EXISTING PAVEMENT C.O. CLEAN OUT ( ) EXIST ELEVATION PROPOSED MASONRY WALL Ilk 0 20 40 so I (nd FELff Horz. I inch = 40 ft. Vert. I inch = 4 ft. . . . . . . . . . . . . . . . . . . . . . . . . W FLOKMiE CWW DA TA N W w Cl C2 ci C4 C5 AwIJ431110 hw2225"Mm AwWW'*W 4& a Aw2f'03212r A 6 p K 0010" R6wMOO* ffiwAff R�wjawo R=4ALW 0 To"w202.06* rom=6.94 0 Tdwwzwo Tom. w' ramm1 l.32 8 L=197.70* L =13.70' L=54.M* L=47I2' L =22.23' oil �\ � � � - ' US' 13.5' TIM. Tw. � �o 5 4 3 2 te 7 6 STA.= 21+62-57 N. 8 o ¢ Q _r Q �t �{,i � i i� i �t N ob 06 ob STA.= 10+00.00 te gs ikj AMAZON DRIVE RIO# CAL Qj 4. Qj ,oA y � � � H -i � �, � L z & RIO GRAND DRIVE 9 �� y lit ft is el 10 N W w • 0 H y LA j FL STA = 00+1&40 i Q C� 0 c4i �� � '� 62��63 F_ (n R STA = WA aZ MC V) � 6 ` 1 DWY �i � y Cam' C) LAJ FL. S TA. = 08 +77.21 j M w Lo Fl STA -w 00+7.13Z W I I CA 1 20 20 110, mv 301 RIO GRAND DRIVF SEE SHEET 7 10 11 SEE SHEET 9 WE ROAD Apo, z 7 R11W la qK Q Q Q Q op, to �o � j cftv (41 raw (:bj 64 65 66 68 �' ij-5j 67 waft I C', t ow am i Typ. INBLE ROAD SEE SHEET 9 te 0.20' TYPE W ASPNALT CONCRETE OVER 0*40' BASE MATERIAL OVER 0.50 NATIVE AT 95X MAX, REL, DENSITY 12 13 14 15 NOT A PART OF ffS CONTRACT STA•= 21+65.10 N. or 110 STA•= 15+10.00 E. AMAZON DRIVE & WlBLE ROAD is 9 NOTES. 1. 95% COMPACTION REQUIRED UNDER AND A MINIMUM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12"o 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWINE STATIONING. 3. FOR X—SECTION SEE SHEET 2 FOR DETAILS R=2' 60 AC DW STA = 14+M.56, EOT WrALL =49 EP 2.1 11 R4-7 STA = 14+52.6.3, MW FL &62" RT TEMPQ1RARY RIGHT- TURN CHANNEL /ZER N. TS N W w • 0 H y R=2' 60 AC DW STA = 14+M.56, EOT WrALL =49 EP 2.1 11 R4-7 STA = 14+52.6.3, MW FL &62" RT TEMPQ1RARY RIGHT- TURN CHANNEL /ZER N. TS 6 qd- po rn� LJJ V) Wx < LL_ m 0 0 �M U MR 04 W (o 0 pe) W N W w • 0 ----------- LA j PW STA = 13+72 ------- ---------- C� 0 0 F_ (n C) LAJ Q �� w Lo ELEV M100 A.D. = 1.40 ---------------- -------------- ---------- ---------------- K = 77.37 ---------- ------- - ------ -------------- ------- ----------- 360 • ---------- --- i "D 0 W FLOK N ---------- ------ te 360 EAIS 77NG 356 te- -------------- te t e- mwmmmw� ------------------- lob, mam ,,MOW --------- ------ 356 a mwmwm� - Lw4Z 352 ---------- --------------- -------- 352 • LmltZ70' NOOMR? fl OKINE L=11 OW 348 -------------- ---------------- -------------- • ---------- 348 !*j ----------- ------ ------------ STA = 13+72 ELEV w M100 A.D. = 1. 17 K w 8162 I-C --- -------- ts 360 ---------------- ------ C ---------- ----------- ­­& --- ------ --------- ----------- - N N Na. 360 - ------- 356 ------- te '00e • A 356 • ----------- ----------- ---- --------- ---- ---------------- ----------- No. C 0676(2 "A it w5m awom MONO= ,,NOW Exp. 6130f A L,, w4Z 12' 1xVil F C t Y 352 ----------- -- ----- ---------- ---- ------- 352 L=UJW o sw ny n-owl oc PROFXE .77NG 0 S l7H O K INE 348 ----------- i --- ----------- ------------ -------------- ------------- ------------- 4.__ ------------- ---------- j ----- ---------- ------ • ------ -------- ------- ------- ------- -------- ------ I --------- ----------- 348 -------------- --------------- ---------- 6 qd- po rn� LJJ V) Wx < LL_ m 0 0 �M U MR 04 W (o 0 pe) W I,I —X0454 yr N W w 0 0 LA j C� 0 0 F_ (n C) LAJ Q �� w Lo I,I —X0454 yr mi Im I I )M Im. 0 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. SM. ST-1 VATH > 4.50" WIDE COMINNATION TYPE SIDEWALK PER C.O.S. SM. ST-3. CONSTRUCT CASE $A' WHEELCHAIR RAMP PER CURRENT CALTRANS SM. RP AAA. CONSTRUCT TYPE *A" CATCH BASIN PER C.O.B. SM. D-14 (C PEN04G SIZE AS (NOTED) CONSTRUCT 12' V4DE CROSS-GUTTER PER C.O.S. SM. ST-17 G1 CONSTRUCT SM. SURVEY MONUMENT ENCASEMENT PER C.O.B. SM. ST-13. + INSTALL STREET NAME SO4 PER C.O.B. SM. T-1 METRO+ INSTALL NMETROP STREET NAME SIGN PER C.O.B. STD. T-1 -tr INSTALL TRAFFIC CONTROL SIGN PER C.O.B. SM. T-1.9 (TYPE AS NOTED) INSTALL 5800 LUMEN STREET LIGHT PER C.O.S. SM. ST-14 -<S) INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. SM. ST-14 —6"S— PROPOSED SEWR LINE (SIZE AS NOTED) 0 PROPOSED SE*ER MANHOLE Q) PR-OPOSED STORM DRAIN MAW4ME PROPOSED STORM DRAIN �q-FAWWSD— EXISTING STORM DRAIN PROPOSED CATCH BASIN EXISTING CATCH BASIN 0 EXISTING SURVEY MONUMENT ENCASEMENT P.I. VERTICAL CURVE OR GRADE BREAK DRAINAGE FLOW DIRECTION PROPOSED FIRE ,HYDRANT LOCATION 60- 60%) EX1STWG SLOPE 41411-- PROPOSED MASONRY WALL 0 20 40 so I IN FELPT Horz. 1 inch = 40 ft. Vert. I inch = 4 ft. 14 STAO-- 18+45-07 N. STA.= 10+00.00 E. C AMUR COURT & & RIO GRAND DRIVE %X f LOOM CLW DA TA C1 C2 ci AwWWW Apw4424*5580 AwN*40*500 ffimr2aff R6wJ500* Rm42.40" Top=2dW* Twpw14.29t T&qpw41.15* L=31.42* L =27.13' L=62.12' FLOKAIE 0" DATA ....... . . . . . . . . C1 C2 0 C4 AwOOMWO Aw22W*Zm A1, "31'11' AwSOW*00 to R.w2O.W* R63SX11 Rm4KO MmAw" Tw"40. 00* T&v=&#4" Twt=20Z 00 TOPM3100 L=31.42* L=1170" Lwf#7.?V' Lw54.M # SEE SHEET 7 RIO GRAND DRl VE' g' 11� no 209 1 o' ftj jqyj 1J.51 N 6QN 59 q 94 T'Y'p. -RC .. '.. te te te Ob �04 te tLi I C p%ft Opp- t 00 -.Oft 0000- caw 24 RIJV jK XWT NETARM MU FIER 7R. 6454 IA4SWY 04LL PLANS. -N A WTAU &V OF SNIff T PER FL. S TA. 12+J5.6 .00 jr 14 CAL IWAVS S AW A7X C7. tp N 16-0 DWY WN EAV OF SWT SM Pff V" ALU T.CD, CAPDOM SLFFt8"T 11 + 09mo 12+00 � TA W-JAWtW1 1 2jv 24aoo 25 Eg I 899S s STAO 12+22.57 N. :9 FL. S TA. 12+J5.4J PIP STA.= 12+40-00 E. 16# DWY STA.= 10+ 00. 00 E. o bA I AMUR COURT (L TIGRIS Qv J VE & RAW ci 7�tACT BOUNDARY & RIO GRA R1VE STA.= 11+80-00 E. ft 54 AMUR COURT 00 10� %Q t � � � �, � 9 N h � � TURNAROUND � �� 26 56 13.5'13.5 ^8� V+ �s'� 1 f Tw -r. Tp. 57 + . . � � M H � M + , WO.4. lot no 20' 101 y y � y � � te 301 300 te te W -------- No- ce RIO GRAND OR /VLF SEE SHEET 7 0.20' WK *8• ASNALT CONCWTE OVER 0,40' BASE MATERIAL OVER 0.50' NATIVE AT 95% MAX, REL. DENSITY 10 11 12 13 SEE SHEE T 6 lop RIO GRAND DRI W -0 m 309, 1 Room 0 --------- 1 10 1 201 20 110, - - - - - - - - - - - - - 8 to 0 4; 49 f L 0 KINE 48 00 te ------- z R1# %p ---------- JW C4 C1.4 NOTES. 1. 95% COMPACT10N REQUIRED UNDER AND A MINIMUM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTM OF 12 2. ALL STA110NING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWINE STATIONING. 3. FOR X—SECTION SEE SHEET 2 FOR DETAILS SEE SHEET 5 ILE RiWR COURT 20 1- lot FL $ )A 14 14. 74 0 (n Ft $TA = 14+0f. 04 PfiC r, 35 9 34 1 P1 AZ. sr 4 Co R/11' I- �i S N. 0 f % Vr rft w va � x 29 4j 28 1 AVE qw,* 4 g -Ohl Ty ti N y�'a ` y p. v.. 10 201 10 y te 30 301 mm te RIO GRAND DR /VLF SEE SHEET 6 „.,,,. „�,� »�» .�,., T .,� ,,.� io 11 V*.Cu I ►y"m 0 pt-J"0%. 1 %AARRAM 1 r. v MIN 0.40 BASE MATERIAL OVER 0*50' NATIVE AT 95% MAX, REL, DENSITY 12 13 Ztk 0 STA.= 10+W.00 N. STA.= 12+90.00 E. q TIGRIS DRIVE & NILE RIVER COURT 14 o� rn� 04 LLJ (0 Wx < u- m 0 0 W Wo uJ V) N CN C14 (0 0 ui lop pq**. -0 m ---------- --------- - - - - - - - - - - - - - 8 to 0 71N-,G GROU NV 0 NOR 7H f L 0 KINE ------- - - - - - - - - - - 360 ------- ........ Q ---------- g lot! ------------- 360 ------- EAIS 7ING f L Eam 0 NORN OKIN e4 e�4 356 ------------ ------- -- te Z ------ -- - ----------- tA ■ 356 ----- -- ---- --- - ---------- a te UK A 352 --- - ---------- • ------ --------- ------------- 352 ---------- L=, 40' =27.13' Lm" 12 =27.13' j -- -------- -------------- • PROPOSED NOR 7H f 0 PROFXE • PROPOSM NORM fLOK INE P ROFXE L-w5tu 348 -------- - ------ - ------- ------- No. C 06761, -)2 * t 348 JL --- - -- -- ---------------------- ------ Exp.(1[30 --- ----- --- -- -------------- OF C`,` ---------- ------- -------------- --------------- ----------- --------- - ------ Lo C ------------ --- ------ ES GROUND 0 ny fLo� --------- ---------- 360 - --------- --------- - k ------------ ------ S? ------- - ----- -------- -- --------------- – — --------------- ---- ----------- ■ .4 ------------- ve'L • 3 60 9 +4 A + 0 V C'm W, ---- ------ V* Awl 7ING 10 Sal 7H:: fLOKINE 356 ------------ ------- --------- --------- ....... -------- At— - -------- ---------- X 356 a 352 - - ------------- ------- Asx. A Aft ------ — - ------ --------------- Sak A&K IMAM" aam 352 --------------- ---------- • . J =27 lip L12 m" 13 ------------- 7H f.OKIN EI PROfXE L =31. 42' ------------- • 348 - • ------------ --- ----------- --------------- PROPOSED -------------- NTH fL OK ------------- iL-- PROF XE 4 --- -------- --- ------------ L--- ---------- I ----- - - -- - ------------------------------- ------- ------- -------------------------------- - --------- ------- o� rn� 04 LLJ (0 Wx < u- m 0 0 W Wo uJ V) N CN C14 (0 0 ui lop pq**. -0 m N 0 8 to 0 .................. ................. OCONSTRUCT TYPE *B* CURB AND GUTTER PER C.O.B. STD. ST-1 VATH 4.50" WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-3. 0 CONSTRUCT CASE 'A' WHEELCHAIR RAMP PER CURRENT CALTRANS STD. RSP AA. CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D-14 (OPEa IG SIZE AS NOTED) 0 CONSTRUCT 12' WIDE CROSS–GUTTER PER C.O.B. STD. ST-17 0 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. ST-13. + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 METRO + INSTALL "METRO" STREET NAME SIGN PER C.O.B. STD. T-1 INSTALL 11RAFFIC CONTROL SIGN PER C.O.B. STD. T-19 (TYPE AS NOTED) INSTALL 5800 L UMEN STREET LIGHT PER C.O.B. STD. ST-14 -<S:>- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST-14 —6"S— PROPOSED SEWER LINE (SIZE AS NOTED) PROPOSED SEWER MANHOLE PROPOSED STORM DRAIN MAW-OLE PROPOSED STORM DRAIN __SD_ EXISTING STORM DRAIN r` � PROPOSED CATCH BASIN _tnr ' EXISTING CATCH BASIN 0 EXISTING SURVEY MONUMENT ENCASEMENT 4A P.I. VERTICAL CURVE OR GRADE BREAK DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (0- WZ) EXI STING SLOPE C.O. CLEAN OUT ( ) EXIST ELEVATION PROPOSED MASONRY WALL ==Now ------- 00" A I 0 20 40 so 1. IN FE, ET Horz. 1 inch = 40 ft. Vert. I inch = 4 ft. NOTES. f I OKW CLPW °N TA 1. 95% COMPACTION REQUIR ' ED UNDER AND A MINIMUM OF SEE SHEET 4 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12 TIGRIS DRI Vf gi �µ��• ��,w�p- C4 ��,���y�- C6 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE $0VWW"` A4225`350 Aw2X46*48"` 30 , mmAwo ffiW35000 R=42.W* RawJ5 00 * p Rw"008 Rw27.ff NOTED AS FLOWLINE STATIONING. rallwis w" rdptjw 14.29 rdwjw42.8*r r&"4.04 rav=202-06" rwmwlW" L=54.M* L=27. 13* L=19ZOS' L -w 13. 70' L=19Z70' L-wIL06" 3. FOR X—SECTION SEE SHEET 2 FOR DETAILS bd ItL 20#_1_ 20'_ AGE; ac 00 13. 5 SrA 00+0f.88 19 43 t y 42 cz w � I I I I II � � � � � I ti� a I .� ° � . np. + te te W) � � N � I � a II � 9 V-1ft 47 ig 46 5 te ��a � 8 � I �, r 00 %ftft Q 01 te 31 a Qj RIV C�wvl M Qj te a A 4 �, c!� a b) oy�,, �,�II � ( c� � STA.= 14+00.00 E. T -If 14 N 11A N 14 N 14 N N NILE RIVER COURT its 11+00 12+00 13 +AD 8 AWX*W*E w 8"'s 32 OVd C4 R. STA = 14+ 7Y. 77 End t�' a N N VT N 9" 01111� :z 1� STA.= 10+00.00 N. wom 33 s. STA.= 12+22.57 E. �; ft TIGRIS DRIVE & NILE RIVER COURT 10 34 �� te 0,20" rME V ASPHALT CONMTE OWR 0,40" BASE MATERIAL OVER 0950' NAqnVE AT 95X MAX, REL. DENSTY 11 12 13 cj. U) RIOW _w 0 Cjte lit 4 --------------- �Y � I � � I I � � I_ � g a# CAW a� °q, a4 e�aq LLJ g 14 3 5 .36 37 i J. 1J.5 38 39 � � N 0 'R' ------- � 0,20" rME V ASPHALT CONMTE OWR 0,40" BASE MATERIAL OVER 0950' NAqnVE AT 95X MAX, REL. DENSTY 11 12 13 cj. U) _w 0 Cjte 4 --------------- w ------------ tom• - ------- 14 Ala q 41 15 z CD ir i � MM © 4 --------------- w ------------ tom• - ------- a. a- LLJ 360 C� _j 0 W ------- j �i -- ------------ 360 AM Fvs �J D NEST FLO N N 356 --- --------------- - -------------- -------------- 356 te 352 ----------- -------------- allow Gloom Gloom am lob, -------- --------- 352 ---------- c= poll! MUST FLO I LE L=27. 13* 348 ---------- ----------- --- - ---------- • ' 348 ---- - ---------- ----------- - ----------- ----------- ------------ N+ - ------------- --- - ------------- ------ - ----------- 360 --- - ---------- -------- ---- 360, e4 T 116W.I.. EIS G90UAID pt 0 EAST FLORLIN E N 356 No. C 06767 356 -------------- ----------- (a ------- -------- ; ------ - Ice -------- .0 CAL I AF vvv 352 ------ am -------------- 352 L=27. Ix Lwftlr EAST PR6POSED RO34348 KIND ---- --------- --- ----------- ------------------- _1 ----------- ------------ I --------------- — -- ---------------------------------------------- 4 --------------- ------------------- z CD ir i � MM f � I (0151- © w w tom• a. a- LLJ 0 C� _j 0 W i j �i AM f � I (0151- CONSTRUCT TYPE *8" CURB AND GUTTER PER C•0.9. SM. ST-1 VATH 4.50 WK)E COMBINATION TYPE SIIDEWALK PER C.O.B. SM. ST-3. O CONSTRUCT CASE W WEELCHAtR RAMP PER CURRENT CALTRANS STD. R-SP A88A. 0 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D-14 (OPENING SIZE AS NOTED) 0 CONSTRUCT 12" VA0E CROSS-GUTTER PER C.O.B. STD. ST-17 CONSTRUCT STD. SURVEY WONUMENT ENCASEMENT PER C.O.B. STD. ST-13. + INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 METRO INSTALL *METRO* STREET NAME SIGN PER C.O.B. STD. T-1 -v- INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19: (TYPE AS NOTED) -<=>- INSTALL 58W LUMEN STREET LIGHT PER C.O.B• STD.. ST -14 -4G>- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST-14 —6"S— PROPOSED SEWER LINE (SIZE AS NOTED) 0 PROPOSED SEWER MAN44OLE PROPOSED STORM DRAIN MA TOLE PROPOSED STORM DRAIN .P.W.WSD— EXISTING STORM DRAIN PROPOSED CATCH BASIN 19T EXISTING CATCH BASIN ® EXISTING SURVEY MONUMENT ENCASEMENT Polo VERTICAL CURVE OR GRADE BREAK DRAINAGE FLOW DfRECTION PROPOSED FIRE HYDRANT LOCATION (0.6") EXISTING SLOPE • EXISTING PAVEMENT C.O• CLEAN OU T ( ) EXIST ELEVATION PROPOSED MASONRY WALL 0 20 40 so I IN FM Horz. I inch = 40 ft. Vert. I inch = 4 ft. PAD STA• = 10+00-00 No STAo= 11+54.99 E. CL HOSKING AVENUE & RIO GRAND DRIVE FLOOM CLW• DA TA Cl C12 0 AN74SA Aw90"5X v 0 R6ffxws Rwjaw 116w2dOlY TOVW29. #1' Twpwja40'p Ta"w2doos L=48.73' Lw4752' L =33.42' SEE MICT 6454 AW SMW ~ PLANS FW DRAN46E AND STM DRAW DEWS STAo= 12+22. 57 No SEE SHEET 10 STA. 10+ 0 0. 00 E. q TIGRIS DRIVE & HOSKING A NUE N RIO GRAND DRIVE �� ve 113.5011151 ............ te F ,l 2 7';,;i,-- 26 5 % I _ SR7 Now t 27 4 I Aiff �p HOSKING AVENUE SEE SHEET 10 te 10 . .......... ---- ........................................................................ ............................ C4 *4 12.0* 24 12.0' � I I I � f 13 21.0 -0 �aaw moww.- 7511 w C. 0 24 9 22 i1 20 WIER ftrv. = 35a 0 31 Trom JJ7. 0 Cl Cz .4 lb ;0 54.0 k CLA Y004 'fft a • 11811 ,1S Taw N N 10' 20 20' -'f& 30# 30! ncRIs QRi W SEE SHEET 4 11 12 A100 jr ,e-18" S7DRN AW*XlVtr M 07* 14+ 4- i � i h i � h N Z Z N K ( ( I in 49 11K X50 , 54 8"S Q) LLj jll� a it! 13.5' X F I < Nc Lj- gas ("A 0.209 TYPE W ASPHALT CMWTE 0VR 0*40" BASE MATERIAL OVER 0,W NAIIVE AT 95% MAX. REL, DENSITY 13 14 1.9 1R 0 NOTES, 1. 95% COMPACTION RE RED UNDER AND A MINIMUM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12"• 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWINE STATIONING. 3. FOR X— SECTION SEE SHEET 2 FOR DETAILS. ------------- --------- ---------- ----- ■-------- - ------ -------------- 360 ---- --------- ------------ 360 -------------- R STA L INJU21 To ,240 7 N-G GTU/AV-... 0 #US T f Z. INE • Jw: 356 -------- ------- ------------ -------- -&� --------- 356 --------------- -------- -------- ■ GOMM& axw 352 A • ------------- • AW7— -- -------- 352 L 4& 73* Q� WST KINE FLO 348 ------- ------- -------- ------- - ------ 348 -------------- -- - - ---------- ------------ --------------- LOW 8xv = 351.9 ■ -------------- STA aw 11+5757 ZI. 86 A.• =1.40 ■ 30 ----------- • --- ------- ------------- -------- - --- -------------- - ----------- ---- --------- --- -------------- • t I ---- -- 360 ---------- Sal M?7N 0 EAST OKINE + bhl 356 T, - ----------- ------ 56 -------- -- -------- - --- ------- - ------------- te V; N, o. 13 067602 Air 352 Lam axw ----------- ----------- At 352 • L=4Z.-52 too- -bpi L=3142 E PROPOSM SAS f LOK IN 348 LE"* ------------ ------- ---------- 348 --- ----------- ----------- — ------- --------- ------ IL -------- I w N Z Z N 1%66 15+00 8"S Q) LLj jll� X N IA N < Nc Lj- M 0 0 ui M 01--010 V) 53 WN 5 0.209 TYPE W ASPHALT CMWTE 0VR 0*40" BASE MATERIAL OVER 0,W NAIIVE AT 95% MAX. REL, DENSITY 13 14 1.9 1R 0 NOTES, 1. 95% COMPACTION RE RED UNDER AND A MINIMUM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12"• 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWINE STATIONING. 3. FOR X— SECTION SEE SHEET 2 FOR DETAILS. ------------- --------- ---------- ----- ■-------- - ------ -------------- 360 ---- --------- ------------ 360 -------------- R STA L INJU21 To ,240 7 N-G GTU/AV-... 0 #US T f Z. INE • Jw: 356 -------- ------- ------------ -------- -&� --------- 356 --------------- -------- -------- ■ GOMM& axw 352 A • ------------- • AW7— -- -------- 352 L 4& 73* Q� WST KINE FLO 348 ------- ------- -------- ------- - ------ 348 -------------- -- - - ---------- ------------ --------------- LOW 8xv = 351.9 ■ -------------- STA aw 11+5757 ZI. 86 A.• =1.40 ■ 30 ----------- • --- ------- ------------- -------- - --- -------------- - ----------- ---- --------- --- -------------- • t I ---- -- 360 ---------- Sal M?7N 0 EAST OKINE + bhl 356 T, - ----------- ------ 56 -------- -- -------- - --- ------- - ------------- te V; N, o. 13 067602 Air 352 Lam axw ----------- ----------- At 352 • L=4Z.-52 too- -bpi L=3142 E PROPOSM SAS f LOK IN 348 LE"* ------------ ------- ---------- 348 --- ----------- ----------- — ------- --------- ------ IL -------- I J1 IW- w -4 LAJ X < Nc Lj- M 0 0 ui M V V) WN C 0 J1 IW- 77'. w WN 77'. I.I - 6454 i L ` TYPE "B" CURB- AND GUTTER PER C.O.B. STD. ST -1 VATH ® CONSTRUCT 5.50' WIDE COMENNAMON TYPE SlIDEWALK PER C.C.B. STD. ST--3. QCONSTRUCT CASE 'A' WHEELCHAIR RAMP PER CURRENT CALTRANS STD. R`SP AA. CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D -14 (OPENING SIZE AS NOTED) �4 CONSTRUCT 12' WIDE CROSS - GUTTER PER C.O.B. STD. ST-7 Q TFUTURE TYPE wM" MEDIAN CURB TO BE CONSTRUCTED BY OTHERS (PER C.O.B. STD. ST-2). Q SAWCUT EKISTIENG PAVEMENT AS REQUIRED BY CITY END ER. El CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. ST -13 INSTALL STREET NAME SIGN PER C.O.B. STD. T -1 METRO+ INSTALL "METRO" STREET NAB StGN PER C.O.B. STD. T -1 -u' INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T -19 (TYPE AS DOTED) -C}- INSTALL 5— 800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 •- =}- INSTALL 9500 LUMEN STREET LICIT PER C.O.B. SM. ST -14 6 "S PROPOSED SEWER LINE (SZE AS NOTED) 0 PROPOSED SEVER MANHOLE 0) PROPOSED STORM DRAIN !MOLE PROPOSED STORM DRAIN =SD— EXISTING STORM DRAIN PROPOSED CATCH BASIN *t n ' EXISTING CATCH BASIN 0 EKIS71NG SURVEY MONUMENT ENCASEMENT & P.I. VERTICAL CURVE OR CRADLE BREAK ----�- DRAINAGE FLOW DIRECTION } PROPOSED FIRE HYDRANT LOCATION (0- 60V EXISTING SLOPE EXISTING PAVEMENT TO REMIAN SAWCUT LIME PROPOSED MASONRY WALL 0 20 40 so IN FEET Horz. 1 inch = 40 ft. Vert. 1 inch = 4 f t. LOU MA IIYt A 1 W07o MAJ[, KLL. LJCI"IJl IT V4BLE ROAD L4 L!: �W� v NOTES: 1. 95% COMPACTION REQUIRED UNDER AND A MINIMUM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12". 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWINE STATIONING. 3. FOR SIGNING AND STRIPING PLAN SEE SHEET 11. 4. FOR X- SECTION SEE SHEET 2 FOR DETAILS 10 11 12 13 14 15 16 17 ; ; ■ ; ; ; ; 360 350 ------- ' w w • ---------------- ; EVS356 N+. ------ --- -------- : - ----- 356 ----------------- -------- r* *- - ------- M • ., • �� �.r mot_ .�� �� �•■.� �• ��. ��' • mot. • 352 Ct 352 ■ ; : • - • T 348 ' 348 •■ ---------- ----- - -------- i ; --- - ---------- ---------- -------------- ---------- , s • ; , • G' rn ; ■ ; Itily. C 02 EXP >, ivy � ulo E ' 1111111411iIIIIIIII OF CA ------------ o� rn U N W � to W x Y u- Q m O � O W W � x M V) M � C� N � N (p O C7) � J 3 � W s 7A i • �I t 4 m 0 0 � o 0 (n i t O Z III a i • �I t CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST-1 NTH 0 E —3. 5.50' ODE COM13INATION TYPE SIDEWALK PER C.O.B. STD. ST O CONSTRUCT CASE 'A' WHEELCHAIR RAMP PER CURRENT CALTRANS SM. RSP ASSA. O CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. SM. D-14 (OPENING SIZE AS NOTED) CONSTRUCT 12' WIDE CROSS—GUTTER PER C.O.B. SM. ST-7 FUTURE TYPE "M" MEDIAN CURB TO BE CONSTRUCTED BY OTHERS PER C.O.B. SM. ST-2). SA CUT EXISTING PAVEMENT AS REWIRED BY CITY ENGINEER. [jj CONSTRUCT SM. SURVEY MONUMENT ENCASEMENT PER C.O.B. SM. ST-13 + INSTALL STREET NAME SIGN PER C.O.B. SM. T-1 METRO+ INSTALL "METRO" STREET NAME SIGN PER C.O.Be STD. T-1 INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19 (TYPE AS NOTED) INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST-14 INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. SM. ST-14 —6"S— PROPOSED SEWER LINE (SIZE AS NOTED) 0 PROPOSED SEWER MANHOLE DO PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN —SD= EXISTING STORM DRAIN PROPOSED CATCH BASIN EXISTING CATCH BASIN @ EXISTING SURVEY MONUMENT ENCASEMENT P. 1. VERTICAL CURVE OR GRADE BREAK DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (0. 6 OV EXISTING SLOPE EXISTING PAVEMENT mm� PROPOSED MASONRY WALL REVISIONS APPROVED: SiNbRA N% L._8ER gg 9 AM C. E. 48142 EXP. 06-30-14 M ARIAN fit P. SHAW R.C.E. 32178 EXP. 12-31-14 #09 Jmv fov DATE DATE If "'S_x� Act 41 LO T 25 Jr SALES %2 Ise all' I A/ 1\1 D S OF J,B, HAGG-11\1 jgll I (z) �.,. "' rINSTALL #5 cn- PULLBOX Am(n te SEE SHEET J AMAZON L?RI !/E �� o� � 30 s t 20' 20' ii—I A- X 2 %7 . EX. FENCE . ....... ........ _x X_ _x x INSTAL4 #5 INSTALL #5 CIO PULLBOX PULLBOX EX. Mol,1111111oiW, FOR W&E ROAD (COUNTY RD. 50) EX. PP or INSTALL #5 TED TO BE AWL" MD DOC _020169 PULLBOX, Lo TO BE MOC 707 ff. PF 7V K ML OCA R LA g - u") .............. TTI/ x x 057 L a .1 1% LO • X EX. FM B" 5039# PAGE' 871s O.R. ................................. -- - ---- ---------- Lo 15 EDGE OF PAVEMENT usi LLJ . . ........ 'J., CII FLOKINE CURVE DA TA C1 C2 4= 90'00'00 A--26*32*271* 8=30.00* R=48. 00' Ton= 30. 00' Ton=11.32" L•47.12" L=22.23P + II :Dz Z5 *j Z o x 6. 1 e% -rr-- f-*. 1. 95% COMPACTION REQUIRED UNDER AND A MINIMUM OF' 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 3. FOR SIGNING AND STRIPING PLAN SEE SHEET 11. 4. FOR X-- SECTION SEE SHEET 2 FOR DETAILS FUTURE CURB GUTTER & SIDEWALK STA = 2J+18.90 or BE GW PAR 77AL WO TH PA VEMEN T 4'-EP--2-t,52�._L­T EDGE OF PAVEMIENITI'II`**�����_ ............ --------- - ---------- 5 L 24+1 0 22100 Pow I 4. 2J+1 00 AW036*0219E_ 4MLAW _-A molojewt Im.00 1 00 — 19+00 20+ rr.— .... ......... ..... . ..... .... . ................... _77= _777- ....... ------ sus . ........ - ---------- .... ................. ----------------- ---------- 35 7 R=1' `� `�° �" �" `' 5 . ..... STA.= 21+65.10 N. STA.= 23+18.90 N. Q~ STA.— 15+10.00 E. TRACT BOUNDARY > AMAZON DRIVF_ 90* W&M T tv STA.= 20+10.10 N. & ABLE ROAD STA.= 16+85.10 N. F— TRACT BOUNDARY TRACT BOUNDARY 14: :lot L4 11 C &K qK Cj Cn to* ta Cm (a Cm wi 0.45' T *B" ASPHALT CONCRETE OVER 0.50' BASE MATERIAL OR 0 20 40 8 1 0 1.60' NATIVE AT 95% MAX, L. DEN-STY IN FEET Horz. 1 inch = 40 ft. Vert. I inch = 4 ft. 19 20 Zi 22 �� ,� 1�c 23 25+ 00 2s+1 as Z9 C II -CN zz ;; CN �i�W� 0-i --R--2' 6" AC DIKE STA 14+29.56, ECR —R:=4' EP 2.11' R T STA = 14+62.63 HCR FL 8.62' R T TE* P RY TURN GHANNE41ZER_ N. TS 24 1t S 360 } y 356 352 348 � �E jSj------------ --- --- ------ zi Lo 0 • Cr C:) Cn z w u w 0 _j z L,LJ Q0 V) z CK x < 0 LL_ 0 CO Co z LiJ 0 P1F.) 0 z _. w 00 2 a. 0 0 n j or) w a 0 z �c z w z z z a_ 6 0 z cc w W z a z w SHEET 9R OFD 12R C) 00 rr) • C) V_ + 04 0 _j a- W ac, o:: C) • V) 2f 0 • ;oC L4J C1 W u u") 00 + 0 LLJ Ljj z C() a_ LLJ m + to C*4 z uj 4�4 04 L_Lj V_ d) SHEET 9R OFD 12R rr) CN 0 _j 'r- L0 LIJ 0 0 0 1 0 LJ Ljj C() a_ m m (D 04 d) CD C) LLJ LIJ > C) U-i _T_ SHEET 9R OFD 12R CONSTRUCT TYPE "B* CURB AND GUTTER PER C.O.B. SM. ST-1 NTH 5.501 WIDE COMBINATION TYKE SIDEWALK PER C.O.B. SM. ST-3. 0 CONSTRUCT CASE $AD WEELCHAIR RAMP PER CURRENT CALTRANS SM. RSP ASS,A, �j CONSTRUCT TYPE '*A" CATCH BASIN PER C.O.B. SM. D-14 (OPENING SIZE AS NOTED) CONSTRUCT 12" VADE CROSS-GUTTER PER C.O.B. SM. ST-7 IF T "Mm MEDIAN CURB (PER C.O.B. SM. ST-2). �}6 SAWCUT EXISTING PAVEMENT AS REQUIRED BY CITY ENGINEER. FUTURE TY "1 4.7% wMw MEDIAN CURB TO BE CONSTRUCTED BY OTHERS (PER C.O.B. SM. ST-2). CONSTRUCT SM. SURVEY MONUMENT E14CASEMENT PER C.O.B. SM. ST-13. + INSTALL STREET NAME SIGN PER C.O.S. SM. T-1. 'E TR 0+ INSTALL "METRO" STREET NAME SIGN PER C.O.B. SM. T-1. INSTALL TRAFFIC CONTROL SIGN PER C.O.B. SM. T-19 (TYPE AS NOTED) INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. SM. ST-14. -<Z>- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. SM. ST-14 —61IS— PROPOSED SEXIER LINE (SIZE AS NOTED) 0 PROPOSED SEER MANHOLE Q) PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN SD— EXISTING STORM DRAIN PROPOSED CATCH BASIN EXISTING CATCH BASIN • EXISTING SURVEY MONUMENT ENCASEMENT P.I. VERTICAL CURVE OR GRADE BREAK DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (0.60-9) EXISTING SLOPE EXISTING PAVEMENT PROPOSED MASONRY WALL 0 20 40 so IN FEET Horz. I inch = 40 ft* Vert. 1 inch = 4 f t. fLOK#K CLRW DATA vow 7* Cl C2 0 C4 C5 Am4W74*55* AwW45V5sp AwWWW* AwWW"20' ApoM W*30 R6ff32W 0 fi6rimy Jam. w' Rmlodw" #w150O.W f T&,vw2JLSI* Towid4oll T&v=jal5 p T4194ma'op ToomIJ64 0 L=46.73" Lw47.32* L-w4226' L=16.85' L=27.2;e SEE SHEET 6 RIO GRAND DI W 309 130 20' 2 0 9 1 00* FLOW M TAPER 4 4 121K te te 1-429 30 31 .� �.� 27 v te �- > 4 ■ • dip ■ am "a *STXL #5 CS PuuBox t Pit v CM f RAO. SIA = 12+21W WSTALL #5 POLLBOX $7A 11+07.. CIR 2' RAO. KOW RAPW awr WA STA 11+X51 ;R" Wma 05 STA 11+#aJV x 05* LT Cv a #2 L T. > -R=l' I F+00 12+00 li+00 14+00 L Si STA.= 10 +00.00 E. TRACT BOUNDARY io • 11 STIc 10+00.00 N. STA•= 11+54.99 E. HOSKING AVENUE & RIO GRAND DRIVE 0,45' TYPE W ASPKALT COMMITE OVER 0.50" BASE MATIM1AL OVER 1,60" NATIVE AT 95% MAX. REL DENSITY 12 13 4D 14 O TAM �. • v SlXWW 07 fair LEO LT. am ILE a 17' L T. 14+15 of" 5dlVa"Ll 14+2%100 jUjj* LT 14+3106 5121u* LK 14+410# 32- a�� 15 lz� .v WTAL is MAIM SEE SHEET 8 WBLE ROAD �j)sAMavr LW d 44�8;v `o 4:�Ax ti 17 NOTES: 1. 95% COMPAC11ON REQUIRED UNDER AND A MINI UM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WERE NOTED AS FLOY&INE STATIONING. 3. FOR X-SECTION SEE SHEET 2 FOR DETAILS S TA. = 10+00.00 N. STA*= 16+6,5.00 E. HOSKING AVENUE & ALE ROAD vow 7* 33CA �J (n ---------- WTAL is MAIM SEE SHEET 8 WBLE ROAD �j)sAMavr LW d 44�8;v `o 4:�Ax ti 17 NOTES: 1. 95% COMPAC11ON REQUIRED UNDER AND A MINI UM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WERE NOTED AS FLOY&INE STATIONING. 3. FOR X-SECTION SEE SHEET 2 FOR DETAILS S TA. = 10+00.00 N. STA*= 16+6,5.00 E. HOSKING AVENUE & ALE ROAD I �t < 04 rj Q E V) W Lj- m 0 0 W C'q 04 CL .j W r 4'. o Zo LLJ 0 C4 0 L4 —j SHEET �O OFD 1" z ---------- ------------- -------- ------ ---- - ---------- ----- - --------- • ------------ ----------- --4 - - - - - - - - - - - - ---------- - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - - R5 ■ 360+ ------- - ----- -------------- ---- ik] ------ ------- Q -------- --------------- ------- ------ 4- ---------- 3:60 --------------- 356 --------------- — --------- -------------- ----------- ---------- ------- -------- ----------- ------------- 356 • axw A- • -ax_w am A axw axw a2m a Gomm 352 ---------- ------------ ---------- ----- ---- - -------------- 352 ■ L-w47.* L=46.73 ■ L-w27.2;e L 0 Lmw4Z 52 I - • IAOER 348 NORM rQOKINE PRaXE EVG 0UAV NM FLO INE ---------- ------------- --------- • ------------- ------------ --- ----- --------- - ----- -------- E,43 • Oz ■ --.0 ------------- ------- -------- ----------- --- --------- ---------- • N ®. C 067602 ------ ------------ Ex --------------- --------------- ------------- 46- --- ------------ --------------- --------------- I v IV_ CALF j----------- - -------------- ----------- ---------- J ------------- --------------- --------------- -------------- L --------------- -------------- _4 ------------ -- — -- - ---------------------- ----------- ------------------------------------------------ ----------------------------------------------- ---------------------------- I �t < 04 rj Q E V) W Lj- m 0 0 W C'q 04 CL .j W r 4'. o Zo LLJ 0 C4 0 L4 —j SHEET �O OFD 1" z LEGEND &DEFINITIONS 12" WHITE LIMIT LINES USING THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICATION PTH- 02ALKYD. Q 8" WHITE CHANNELIZING LINES PER CAL TRANS STANDARD SPECIFICATIONS DETAIL 38A (INSIDE LANE LIP1E) AND 38 (OUTSIDE LANE LINE). 03 WHITE TYPE IV (R) ARROW PER STATE SPECIFICATIONS. Q �4 WHITE TYPE IV (L) ARROW PER STATE SPECIFICATIONS. QF 06 WHITE TYPE I (10) ARROW PER STATE SPECIFICATIONS. 07 CHANNELIZERS TO BE RIGID BASE "PLASTIC REPRO DELINEATOR POST" BY WESTERN HIGHWAYS (800 - 422 -4420) OR APPROVED EQUAL WITH REFLECTIVE SURFACE FACING ONCOMING TRAFFIC. 08 4" DOUBLE YELLOW MEDIAN ISLAND LINES W/ REFLECTIVE MARKERS PER DETAIL 29 OF STATE SPECS. 09 4" EDGELINE PER DETAIL 27B OF STATE SPECS. 10 8$$ WHITE PAINTED GORE OR STRIPING TAPE AS DIRECTED BY THE CITY ENGINEER 11 4" WHITE LANELWE SKIP STRIPE PER DETAIL 11 OF STATE SPECS. Q 4" DOUBLE YELLOW NO PASSING CENTERLINE W/ REFLECTIVE MARKERS PER DETAIL 22 OF STATE SPECS. Q MISCELLANEOUS PERMANENT MARKINGS PER STATE SPECIFICATIONS. INSTALL STREET NAME SIGN PER C.O.B. STD. S -40 METRO INSTALL "METRO" STREET NAME SIGN PER C.O.B. STD. S -40 � INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T -19 (TYPE AS NOTED) SIGN CODES R1 -1 STOP (HIGH INTENSITY) R3 -5R RIGHT TURN ONLY R3 -7 RIGHT LANE MUST TURN RIGHT R4 -7 KEEP RIGHT OF MEDIAN (GRAPHIC) R5 -1 DO NOT ENTER R6 -1 ONE WAY ARROW (GRAPHIC) W3 -1 STOP AHEAD (GRAPHIC) R26 (CA) 18 "x26" NO PARKING TYPE Q (CA) REFLECTIVE OBJECT MARKER NOTE: Ldw m FEDERAL CODES O�CA� OTHERWISEENDICATED NDICATES CALIFORNIA CODES. O CONS TRUC TION NOTES 1. ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARDS SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. 2. ALL PAINTED STRIPING AND MARKINGS SHALL BE PER CALTRANS STANDARDS SPECIFICATIONS. 3. ALL TRAFFIC SIGNAGE TO BE INSTALLED PER CITY OR AS DIRECTED BY CITY TRAFFIC ENGINEER. 4. TYPE "Q (CA)" MARKERS SHALL BE FLEXIBLE POST MARKERS YELLOW OR WHITE PER CALTRANS TRAFFIC MANUAL. 5. EX. TRAFFIC SIGNS THAT ARE REMOVED SHALL BE SALVAGED TO THE CITY OF BAKERSFIELD. 8' 4' 10' 4' 10' 3' L DETAIL 39 Lo 0 T PAVEMENT MARKI. PAVEMENT MA (WHITE) PE ANDARD (WHITE) O 2.5' 2.5 PLAN 4C BIKE LAN,�,. PAVEMENT MARKING DETAIL � ' I � I I a i GRAPHIC SCALE 40 d 20 b 00 ( IN FEET ) 1 inch = 40 ft. Ww 151,- NOTE. PRIOR I -0 PAVING, THE DESIGN ENGINEER I OR i -[ - -]E I- -'ROJEC -1 SHALL VERIFY THAT CONDITIONS REMAIN THE SAME.- AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING FLAN SHALL BE SUBMITTED TO THE::.. CI]--`Y' I• = -OIL T T 6—'. APPROVAL �10 DA'YS PRIOR TO PAVING. � C~ I �I 1 J� 1 \1 OT A P A R-IT + INSTALL R1 -1 STOP (AGH A �IIENSITY) NOT A PART � -%I WTALL AYSTALL R26 (CA INSTALL MW1 3 STAU R26 R4 -7 --_ EX. PP TO !IE fiWIo D 16F `~ __ _ — ___ _ • R EX PP TO BE REAADWD ` - - - - � -- .---- ____— -�= __-_. --== � C, STA. 22+1510 9 FU lAIPRO I�A�EN TS � � 90W BY 07 RS 7 7 STA.= c ` J N• - �,. 9 - 7 9 STA.- 15 +1f• O E. � � �- En W � Q) AkAzaV DRIC & EX EDGE LINE - -------- i 12 • -EX. EDGE LW TO �I�'D WHE AMID TO BE REMOVED . ............ . �_ ....r... _.:._.�.. - -Y -- ....... .................. . . ___ - -- .......... .............._1_�� _::_::__:--._. -..........-- ........::s:s - • .........................�.s�v ......... O 12 ��.' - -.. 00 0 .... .. 23 +(�0 00 19 +00 q�x 21 + DD - .... .... ,r.,,,., ...,,., . _ . = :. .... _.. ,,,,a,,,.... :_:��__ _ — — __ __ — -- - - -- - - - - -- »- -� _- __ ............................. ._..___ _ - • • STA•_ +1a 10 Ni ._... _... ... -- - ••- Q a AC Y STA.- 2j+180 N. CN Ci N ;0 N + � + w w, w C4 C4 C4 •� W � to i i r q m \ (D-I T =iL+oaQ2 AG STA.= 16 +6500 E. H05KffiW A VtMk I _ _ _ _ .-: rrlllJ .rJ1- �f'rl��iJ- rr�^�'�f•�x e� 4 il- .. lqoxglN 4 T R A r-,—f � AVsrAu Raa (CA) / ,4cL a26 (CA) ----� /I V, A INSTALL lw W3--1 F)A V ' r A PAR /.. 2 2 0 EX. MAILBOXES c -� 2 2 - TO RE WkOWD EX. EDGE L TO I�EAAOD Ep 9 ,,. C QM� ........... ---------- �_::- ..:....... .. .. w ..... .__ -. -`- " --- --- ---------- ------------ --------- --= -- ..... _ -._w �» - ........................ -- .. ........ ....__._..__.__...............• _ _ ............�� :: -------------- � ._.......................................... �: ....... - ........_ r_ EX. EDGE L TO BE REMO D ..- ___ .............................................. EX EDGE LINE TO BE REMOVED . _ ......... — ._....r ...__._ ....... .... . _. ... ... . . ... . ............... .... _ _ ........ _ .. .. ................. ■ // lllll./riY.'ttrlt r ':.r: f Jr./J1JlJJJJJ.VNlllllrllrrrJfl: lJtrrrr: l rrrl:.(/ j�. Alllllllllllfll./h'frrtrrrrrlrt 13+00 , - - ' • • - • ` Y ` • - ' ' ' ' ' ` ' ' ' �� V V `71 - JJVV JJlJllllllllllf: ll: JJ. l ......_ ::. ::.........r����.:......15 +0.0 w ....... 16+00 : :.- : :...... ..................... . .. v._�r. �v -.-_ . _ : _ —. _ ... _ _ . r '� : ~ - - - - - - � .: M'Y5M/°......- rrre�w- .mow..- _ .... -. -, n� .. . 1 v a+A r.3,�-.- � - �.. �.. _ _ _ !uc .... _ . _ M'.•�W.� .... ... _ _ . _ _�•�.m.^'= _ _ _ m ::.. ...... .... 1..._ ....r.::.,.....-:::.s: :............................., _r���� - - - - �� -�- ....� .... -mss . 4........, . f �............................................................. ... ....................... ..-:._ ........._._...............__:. �_ _ _ - ._.._............... - - _ :�._ �r �� ___ _ �..� � �. .. .,. .............................._ s. �__----_:.. �� __._...................... - - -- - -- -- = .._.. ..........................__... --:-__:::.__..... .........................._.`.. - .._..................... - - -- -_r_ _.--..........-.....- .._._::._:r._................. — — — — — � __ _ _ __ __ _ � STA.- 16+8.10 Na _ - _ — -- — — — — 5 EP-� TRAC A Y w L i 1�r C' _A p J l � I � Jv c INSTALL R26 (CA)'- INST ALL R1 -1 STQ P STALL R26 (CA) I � I .. �..... _ - INSTAL R26 (CA) INSTALL R26 (CA) INSTALL R26 (CA) ab- -� STA 7 +80.13 0 �- PAW T A101AN EAR UACM PER TACT I N iEG }ELLOA; AS QA'E'CTED i 6454 SMEET PS 2 11 BY CITY EER. :.. ..:.�.rr..r...*a. _ EP / ..•. 7, T.._.�!.._.+.A41...,•..T...�.,� _� � -_ 757..1 .., :,T:..SAlI�O..__77S7Z_ . ••.9.T.. ._.�e,t -_ l.4•„�...T.,,7 . - '�T.._7001.•....,,T.. T.S.•.7G...J7004G. ���r�����- - • • r- ... - ��s -�:. _ � �� rr� � � �wwl� �� �� �� �� ��� �� r� •rear..�s•y�.�.� . rrrrr.. � '' �� .....tea.= ..: �� ��.....�.a.— :..#��� _._ �— ........� - w �� ��� �� fir. rr.ra.u.r.� .+r.r...ax.ad -' _ :'- .. v-: 9 :.. r."�..... '_ _ _ _ ... :: ...�.. ._.._w, '.:.._�... - ..... r• : -e'-_ . -. ' - .✓� ^Y _ -:_ _.. .. :r_....... �� __ - - ........... .......... ........ .. __ EX. snI E TO BE RENO WD N ..ow STA 16+ 11.00 I .� fA. 10 +00.00 N. r r EX. STiRA�''E TO WWOWD 8 R4 -7 �'' TIFF 0 (CA) ...... - _.._.. - -- .....____. - _::_ -- -_ --- ...... _ __�_ . r -- --- - -_... - ......... - - _ __:: d ......... r ENO 8 STA. 16 +65.00 E. .. R 1 HOSKINC AVENUE ........1.11rr:J:: _._.___::_.r::: :..... x:r.:r�rr::: - _�_... 4 -7 2 f _ - - -.- .... :.... .. _ : r .. s, : r -- .:::.::. 1 :.... __. __.r: r _ + M R- & WBLE ROAD .- __........... ...:....... .. ......... ._.- cv 9fQ 16 +00 11 _ ::_ :�:- - . x..1111 =-- - -- lsrrrrr_r:::..:r: _ I(R) -�- ... A.. }rsrr 4 .ir _ Jr :. R 1 ..... . .....x•..rr. .... ... i�+ Y .Y'r.74`r...:ar_•._- .`rr - - •�''J• 1 D 0 .. _vrvv. .......... ........� . - " - _ ----- ......... •-�_ _ .. .......... .__—_----- ......... • _ � :.c .%"•::= r..iff.... , . r�,...... n.•..rr:..rrr.,.•r:rrr......... � ,.�...rll:_ .-_ _-_ rr. -. : .............:..Fr:::rrs . r: r— f :........ TYPE 0 (CA) ........... _ RS -1 EX. S E TO BE lam' 2 PA MAW T AAARK GS TA.= 10+00.00 E. ....__�_:- .. ---------- .... .... _s___ - .......... .__... .......... - - -- - -- -- TO BE REAA�1WD � 1 EX. PAVE - .......... A Y STA. = 10+La Q0 N. _ _.:. ......... .�_ A"INOS TO BE Rl OWo ou to EP tg o II EVISIONS APPROVED: 1 160 ANTRA L. BERfAM MA IAN P. SH AW .E 48142 EXP. 06 -30 -14 DATE R.C.E. 32178 EXP. 12-31-14 NOTE. ._----- - - - - -- NEST BOUND APPROACH S1RlPlNG PER CITY OF BAKERSFIfLD PROJECT N0. T2K247 FOR HOSK/NG AVENUE AT W18L£ ROAD AND CURRENT ADDENDA. C) CN w t� w a. 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