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HomeMy WebLinkAbout1.1-6454 Revi i GENERAL NOTES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. CITY OF BAKERSFIELD COUNTY F KERN CALIFORNIA 2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES 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 o ALL a UNDERGROUND UTILIT11F:S AND PIPELINES. o Of 3. ..NY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND PROJECT COMPACTED PER CITY STANDARD DETAIL ST -22. SITE `" 4. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED BY THE CITY ENGINEER. HOSKING AVENUE '^ O 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR = (J' I 'J W 1 JOB 99 W �' j NORTi� i..�o� I CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING STREET IMPROVEMENT PLANS THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY � � ♦ ` � I Lli CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE o O V T CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 0 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE cn PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE McKEE ROAD a SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, GENERAL NOTES - ASPHALT CONCRETE (CONTINUED) 4 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 , _ C,, ' t ' �y j 7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH G.TY OF BAKERSFIELD STANDARDS TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING VICINITY MAP J Z co � > AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR SPECIFICATIONS. (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY O THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPERS EXPENSE. N.T.S. i Q �I 8. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION IF ABRASIVE GRINDING IS USED TO BR „JG THE FINISHED SURFACE TO SPECIFIED SURFACE r 1 INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326 -3049 TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE �./ 9. DEWALT CORPORATION 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 THE 7R. 5762, UNIT ' D' APPROVED IN WRITING BY DEWALT CORPORATION. TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND 46, PGS. 193-194 Li M.B. 1 AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. OWNER /SUBDIVIDER ENGINEE�� t0, COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER SUBDIVIDER ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH / / AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION ", OF THE ���7'33'� ate• CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT I !- THE CITY ENGINEER. 8 I PALMA HOMES DEWALT CORPORATON }+� Li SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL EITHER BE ASPHALT 9 7 6 5 4 3 2 1 1 10 �, 145 NORTH N STREET, SUITE A 1930 22nd STREET 11. STAfr,P AN "S" IN CURB FACE OVER EACH SEWER LATERAL. REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. AMAZON JRIVEj �� TULARE, CA. 92374 BAKERS.= = LD, CA. 93301 INSTRUCTION: DELETE "C” IF YOUR PROJECT DOES NOT HAVE AC IN MEDIANS. ___ _ _ 9 (559) 684 -89 2 (661) 3 23-4600 LD, C !j� I 12. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS BEGIN "C ". — M2G SE';cS BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS �. 10 i INSTALLED PER STD. T -19 SHhL� THE SUBGRADE BENEATH SURFACING FOR MEDIAN ISLANDS SHALL BE CHEMICALLY TREATED BE LOC TED WITHIN SIDEWALK 6" FROM BACK. 3 fo FOR WEED CONTROL. THE CHEMICAL SHALL BE 2, 6- DICHLOROBENZONITRILE, AND SHALL BE � � J 1 SHALL IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS AND THESE SPECIAL 1 1 C 62 63 64 65 66 67 68 1; - 3 AN OPEN STREET PERMIT FGR EA: H PHASE 1A�L BE OBTAINED FROM THE CITY OF BAKERSFIELD PROVISIONS. THE RATE OF APPLICATION SHALL BE FOUR 4 OUNCES OF ACTIVE CHEMICAL PER r I a PI'9LIC WORKS DEPARTMENT PRIOR, TO ANY WORK BEING PERFORMED WITHIN EXISTING ACCEPTED O � 12 I; � � BENCHMARK STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIbISION AGREEMENT, SECURITY BASED ON ONE HUNDRED (100) SQUARE YARDS OF SUBGRADE SURFACE ARE TO BE CHEMICALLY TREATED hN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND FOR WEED CONTROL. ASPHALT CONCRETE SHALL BE PLACED OVER THE TREATED SUBGRADE N89'23'S6'W 270 ' I' N m o It INSURANCE AS REQUIRED SHALL BE PC STED PRIOR TO ISSUANCE OF THE PERMIT. WITHIN TWO (2) HOURS OF CHEMICAL APPLICATION WHEN THE AIR TEMPERATURE IS HIGHER THAN - a 13 i. 61 60 59 i r- 50' F. AT AIR TEMPERATURES LOWER THAN 50' F, ASPHALT CONCRETE SHALL BE PLACED ON Q TOP OF 6" CONCRETE MONU,%AENT IN I AMPHOLE ON THE CENTERLINE rn � �0 1� I ► � 14. THE FOLLOWING CITE OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY TREATED SUBGRADE WITHIN TEN (10) HOURS OF CHEMICAL APPLICATION. SHOULD A 14 % I AMUR COURT i# cn TO THESE PLANS* "wETTAB' c* POWDER" TYPE CHEM ('Al BE U °a 1 OF LIBBY COURT, PER TRACT MAP NU. 5362 - UNIT 2, M.E. 46, !� w -- I SED, A SUITABLE FUGITIVE DYE SHALL Or- 15 NOT A ART o � Q q PGS. 171 -172. ST -1 CURB AND GUTTE ST -16 STREET KNUCKLE INCORP9RATED IN THE MIXTURE SO THAT THE COVERAGE AND SPREAD RATE MAY BE VERIFIED. - - _.-..... GRANT DEED Of DOCtl 0205168253 I U' ST -3 SIDEWALK ST -19 STANDARD HANDICAP RAMPS FULL COMPENSATION FOR CHEMICALLY TREATING SOIL AS SPECIFIED IN THIS SECTION WILL BE 16 4 �I ELEVATION USED = 352.29 U.S.G.S. (CITY D /,��UM) o^ ST -4 RESIL,ENTIAL DRI'✓E1hAY D -11 STANDARD DRAINAGE BASIN I' CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE YARD FOR PLACE ui 0° w I13 ST -6 PAVEMENT PATCHES D -12 STANDARD CHAIN LINK FENCE ASPHALT CONCRETE (MISCELLANEOUS AREAS). n 17 > II 56 57 58 �I I S -7 CROSS GUTTER D -14 CATCH BASIN TYPE "A° END "C ". ? z 18° I - 'Et w O ST -9 STREET SPECIFIC +TICNS D -16 GUTTER DEPRESSIONS Q ` ' U ST -11 STREET CROSS SECTONS D -14 CATCH BASIN TYPES IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE w 19 ° 55 42 41 � m �` � ST -1 a SURVEY MONUMENT D -16 GUTTER DEPRESSIONS COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967.., THE ASPHALT CONCRETE ^ 0) ' Q I I t ST -1 , STANDARD SIREEI L,C - T T -19 MISCELLANEOUS SIGN c o ST -15 STAtiOARD CUL -DE -: At SW -5 FRAMES &COVERS FOR MANHOLES REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES a 20 54 43 40 i , MEET THE IN -PLACE DENSITY REQUIREMENT. { » n AND CALTRANS STD. RSP R88A FOR HANDICAP RAMPS. Q 21 O O 53 44 I 39 �.. o PRIVATE ENGINEER'S NOTICE TO CONTRACTCRS 7 t' GENERAL NOTES — f,SPHALT CONCRETE " " GENERAL NOTES - BASE MATERIAL _ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILIT" PIPES 22 I 52 45 S 38 7-1. ASPHALT CONCRETE (TYPE "B', ASPFALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL w I OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH � z ARTERIAL AND CCLLECTOR STREETS AND TYPE "B" (MODIFIED) FOR LOCAL STREETS AND SHALL BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS o Lo rr II� 51 46 o= 37 < OF THE AVAILABLE RECORDS. TO THE BEST OF OUR K,'OWLEDGE THERE N 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 29 OF THE STATE STANDARD SPECIFICATIONS, CONFORM TO THE PROVISIONS IN SECTION 39, 'ASPHALT CONCRETE ", OF THE STANDARD � � ��2� ! ' ' I 36 - -- ; ua � � ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. LATEST EDITION; HOWEVER NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL �. 50 47 o cal cn SPECIFICATIONS AND THESE SPECIAL PROVISIONS. B �..,. —I IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING �J f z cI f o FRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE "A" TO SECTION 200 -2.4 OF THE "GREENBOOK." 49 48 Iil 35 8 `` a ti THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE 3 °' y 24 6 TI RI DRIV 1. -' u) ° TO FROTECT THE UTILITY LINES SHOWN AND \NY OTHEr� ! INES NOT DF w - -- (MODIFIED) OR TYPE "B" (MODIFIED ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS — " 34 Q Q RECORD OR NOT SHOWN ON THIS DRAWING. ..............._.... : SECTION 39 -2.02, AGGREGATE , OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, 25 ;- - - -_ —_- —_ L. _ � Z I Q MEDIUM GRADING. 4 33 g ENGINEER SHALL NOT BE -< ESPONSIBLE i�;,Fr ThE ACC,RACY OR INSTRUCTION: DELETE "A" IF PROJECT HAS NC C e LS QUANTITIES (PHASE 1) 26 j 28 29 30 31 32 I COMPLETENESS OF ANY SUCH INFORM \TION OR DATA. BEGIN "A ". O AGGREGATE FOR ASPHALT CONCRETE DIKES SHALL CONFORM TO THE REQUIREMENTS FOR 3/8" MAXIMUM STREETS 27 GRADING AS SPECIFIED IN SECTION 39 -2.02, "AGGREGATE ", OF THE STANDARD SPECIFICATIONS. - I ,I UNDERGROUND SERVICE Al ERT SHALL BE CONTACTS: NO WORKING DA' ,: f . } ITEM QUANTITY " — PRIOR TO CONSTRUCTION. 1- 800 - 227 -2600 " PAVEMENT: — HGSKING AVF�UE 1 �. > cr END "A . ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY � G;ZADED ASPHf.LT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR 0.20 AC / 0.40' AB PAVEMENT 97,107 S.F. GRANT DEED PER 3K, 5394, PG, 232, O.R. E € °`( ENGINEERS S i ATEMENT • TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS 0.50' COMPACTED SUBGRADE 97,107 S.F. THESE PLANS AND SPECIFICATIONS WERE PREPARED BY 'AE OR UN�jr OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL : ONFORM TO THE EXTERIOR: MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AN- BELIEF REQUIREMENTS IN THE TABLE FOR "STEAM- REFINED PAVING ASPHALTS ", IN SECTION 92 -1.02, 0.45' AC / 0.50' AB PAVEMENT -� $3,�ZSF nI n �/ "GRADES ", OF THE STANneRD SPECIE ^.ATIONS 1.60' COMPACTED SUBG12ALE 5� I 1 Y 1..�' � X MAP COMPLY WITH CITY OF BAK RSFIELD ORDINANCES, STANDARDS, AND 83,2 DESIGN CRITERIA AND INCLUDE ALL 'MPRGVEMENT REQUIREMENTS OF T}iF AMOUNT OF ASPHALT BINDER U B' MIXED WITH TF FOG SEAL 176 659 SSFF `" . E AGGREGATE aHALL BE DETERMINED I 1 =200 0 1 BI' THE CONTRACTOr. IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF TYPE "B" CURB & GUTTER 6240 L.F. NORTH THE ADVISORY AGENCY OR OTHER REVIEW BOARD. MATERIALS PROPOSED FOR USF IN THE WORK THE AMOUNT OF ASPHAL BINDER SHALL BE APPROVED 5.5' WIDE COMBINATION SIDEWALK (4" THICK) 10,912 S.F. -° = BY THE ENGINEER 4.5' WIDE 6MF,INATION SIDEWALK (4" THICK) 23,400 S.F. �f�3n ��` ANY ERRORS OMISSIONS OR OTHER VIOLATIONS OF Tr �E ORDINANCES ° y �_���� = i DRIVEWhY APPROACH (6" THICK) 7,670 S.F. INDEX MAP LEGEND _ �tf �' IO�G, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING ;OINSTRUCTION AT LEAST 14 DAYS PRIOR TO TIE START OF WORK THE CONTRACTOR SHALL SUBMIT THE FOLLOWING HANDICAP RAMPS 9 EA. a - d SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON , FOR THE ENGINEER'S 'REVIEW AND APPROVAL: 12' WIDE CROSS GUTTER 1 EA. �,o A SURVEY MONUMENT ENCASEMENTS 9 EA. ';rRAINAGE FLOW DIRECTION Na.ccr2 CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. ( w A. A LIST OF AGGREGATE • .VD ASPHAI T SOURCES. 5800 -LUMEN STREET LIGHT 9 EA. .a 1 9500 -LUMEN STRE =T LIGHT 4 EA. O SHEET NUMBER ;�(01� B. DOCUMEk ATION VERIFYING THAI TF = AGGREGATES TO BE INCORPORATED .N THE WORK SAWCUTTIN(G Exp. 1,320 L.F. TRACT BOUNDARY 0 ' CONFORM TO THE REQUIREME "TS C. SECTION 39 -2.02, " AGGREGATE", OF THE STANDARD � ��� T OF CA1< SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND STRIPING & SIGN AGE grT° L ALBERTO LOPEZ R.C.E. 67602 EXP. 061130/01, DATE T� ,� C ".ND EQUIVALENT TEST RESULTS SHOULD _T BE OLDER THAN SIX (6) MONTF,S. ALL - OTHER TEST RESULTS SHOULD NCT 3E OLDER THAN ONE (1) YEAR. ITEM QUANTITY \N ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST NEW STRIPING (THERMOPLASTIC) 367. LABORATO' ,' TEST RESULTS CN WHICH THE DESIGN IF BASED SHALL BE SUBMITTED 12" WHITE CROSSWALK / LIMIT LINE 175 L.F. REVIEWED BY: � 0(, DETAIL 38E (8 WHITE CHANNELIZING LINE) 2001 L.F� I WITH THE MIX DESIGN, ALONG WITH 'HE THEORETICAL MAXIMUM DENSIT OF THE DESIGN WHITE TYPE IV R ARROW MIXTI�RES AS DETERMINE ) BY ASTM ,) -2041. THE ASPHALT CONCRETE MIX SHALL F EET THE O QI , REQUIREMENTS C- SECTION 39 -2.02. "AGGREGATE ", OF THE STANDARD SPECIFICATIONS AND WHITE TYPE IV (L) ARROW`' SHEET INDEX STREET FOOTAGES , �I THESE SPECIAL PROVISICNS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE WHITE TYPE I ARROW 5 EA. N SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO DETAIL 39 (6" WHITE BIKE LANE LINE) . 5M C- I 1. COVER SHEET ��, .,� W THREE 43) YEAR: .LLD. THE DEVELOPER SF,ALL BEAR ALL COSTS ASSOCIATED WITH THE DETAIL 22 (4" DOUBLE YELLOW CENTERLINE) 1 �.zl STREET LENGTH CITY �C ENGINEER DATE �' U ILI �- T ,STATE 278 (4" WHITE RIGHT EDGE LINE) 2• DETAIL SHEET ASPHAL CONCRETE MI} DESIGN. AMAZON DRIVE 507 L.F. N DETAIL 11 (4" WHITE DASH LANE LINES) 1410 3. PLAN &PROFILE AMAZON DRIVE WHERE NEW ASPHALT CONCRETE PAVEMENT I�) f0 CONFORM TO EXIST.NG PAVED SURFACES, THE EXISTING 8" WHITE PAINTED GORE OR STRIPING TAPE 260 L.F. 4. PLAN & PROFILE AMUR COURT & TIGRIS DRIVE AMUR COURT 240 L.F. PAVEMENT S'y \LL BE SAWCUT. MISC. PAVEMENT MARKINGS 640 S.F. 5. PLAN & PROFILE NILE RIVER COURT TIGRIS DRIVE 290 L.F P P �l ,� z �_, c . f, N ERIME COAT WILL NOT ', E RE1,L RED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE REMOVE EXISTING STRIPING (THERMOPLASTIC) 6. PLAN & PROFILE RIO GRAND DRIVE NILE RIVER COURT 400 L., . �/ SISTANT . �JBLIC WORKS DIRECTOR D 4TE PLACEMENT OF ASPHAL CONCRF�IE; HOWEVER, ALL THE OTHER REQUIREMENTS OF SECTION 39 -4.01, DETAIL 3 (4" YELLOW CENTERLINE SKIP STRIPE) 80 L.F. 7. PLAN &PROFILE RIO GRAND DRIVE RIO GRANDE DRIVE 1163 L.F. � � "SUot,RADE OF THE STAN'DARC SPECIFICATIONS LHALL BE MET. DETAIL 22 (4" DOUBLE YELLOW CENTERLINE) 900 L.F. 8.: PLAN & PROFILE WIBLE ROAD WIBLE ROAD 1,G4�i LF, �( , THE AREA TO WHICH 'AINT BIND' R F'AS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. 12" WHITE CROSSWALK /LIMIT LINE 75 L.F. Q yR PLAN & PROFILE WIBLE ROAD HOSKING AVENUE 665 L.F. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT MISC. PAVEMENT MARKINGS 192 S.F. 10. PLAN &PROFILE HOSKING AVENUE APPROVED BY: ; oI SURFACE BEYOND THE IMITS OF CONSTRUCTICN. SIGNAGE o STREET NAME SIGNS Q ((� LSIGNING & STRIPING PLAN WIBLE ROAD & HOSKING AVE. ISC PAVI'JG JOINTS SHALL MATCH STRIPE LOCAT, DNS UIJLESS OTHERWISE PERMITTED BY THE ENGINEER. STANDARD 3 EA. SiC�tvAL MOD(1=oe.AT(p1.1 p(A►.� vvI►31,e CzoAD ;w ( _ z METRO INTERSE(T10N AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. RAUL M. ROJAS, R.C.E. 39880, EXP. 12 -31 -07 DATE ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, TRAFFIC CONTROL SIGNS: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD � N I WHERE ShOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF R1 -1 (STOP) 4 EA. NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. W31(CA) W /OM4 -3 (END) 1 EA. SIGN CODES I ° N ' , EC i i'E Q(CA) 2 EA. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, R26(CA) 11 EA. R1 -1 STOP (HIGH INTENSITY) L L) PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK RIGID BASE CHANNELIZERS 3 EA. R3 -5R RIGHT TURN ONLY SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT R6 -1(R) 1 EA. _ R3 -7 RIGHT LANE MUST TURN RIGHT - R5 -1 1 EA. C v /5 /O /vS g PPtZot�Z� ; R4 -7 KEEP RIGHT OF MEDIAN (GRAPHIC) w w o LANES iS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF r� NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE W3 -1 1 EA. R5 -1 DO NOT ENTER REVIS(om5 AI PR oVr-_D. © ? � 0 co i 3 TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITONAL ASPHALT CONCRETE SHALL BE HAND R7 -9 1 EA. R6 -1 ONE WAY ARROW (GRAPHIC) m of o 0 RAKED AN') COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO R4 -7A 1 EA. W3 -1 STOP AHEAD 'GRAPHIC) L; I 0 o �. PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER RELOCATE EXISTING SIGNS 2 EA. R26 (CA) 18 "x26" NO PARKING � r -- ��-1 �J+S� R81 (CA) BIKE LANE m o THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. — Q I� C)Ml -3 l EA Aw/ �- . Z Y c TYPE 0 (CA) REFLECTIVE OBJECT MARKER X '�i/1 %ji► U c ASPHALT COidCRFTE SHAI_�. 3E COMPACTED TO A NINIML.vi 92 PERCENT OF THE MAXIMUM %%% /c/i��4�L Wed %ZL•E. �o `!«i/�D �X E�3�,f PATE: I S4'N DIZl� L. T3E(2CaL> M (AGE cFg(t{Z J�cp.o& �3c -(y DaT� ¢ ..j Q THEORETICAL DENSITY AS DETERMINED BY THE ASTM D- 2041. IN -PLACE DENSITY SHALL BE NOTE: SIGN CUMBERS ARE FEDERAL CODES L° _ DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. UNLESS OTHERWISE INDICATED BY (CA). (CA) IF THE INDICA'v �AL!FORNIA CODES. -PLACE DENS►i OF ANY L ^1 ,1F ASPHALT CONCRETE IS LESS TITAN 92 PERCENT, OR ��` � _, � GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED, AND THAT THE MATERIALS OR PROCED_ 'RES FOR 807H, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATION- ,HALL NOT COnllnu- jNT1L THE CONTRACTOR HAS NOTIFIED THE CITY G ►�1l+2iAAl P. s #AZ f Ear 3Zl4Q 6x. i2/3//. - ,p,¢T� 14ARIAk( P. SHAW Rr-E 32175 �-XP (2 -31 -lei PATE � ENGINEER OF THE A� ,WENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED I . COMPACTION. IF AN'. 'CESSIVE TEST AF EF NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT �,;,;vCRETE REPRESEI`:I�EC Y ',:SAT LOT SHALL BE REMOVED AND - REPLACED WITH MATERIA THAT MFETS THE t` FI.ACE DENSITY REQUIREMENTS. �a n r.. -.�s� sue- - R/W RIW 5 JO, JO, 20' PAD LMT LINE­--�, (SIDE YARD) IE IE (FRONT YARD) 10, 20' 20' 10' 1 1 1 4.875' 4.5, 0. 625' 0. 625' 4.5' 4.875' PAL- " 'I SLOPE FROM HIGHEST GUTTER G8 114 */1' _-2 X 12 __ X 114'11' GB 4.5' WDE COMBINA T70N TYPE SIDEWALK 2L TYPE `8' ASPHALT CONCRETE 2' PER C.O.B. S7D. S-J (TYP.) 0. J0, To ROUGH GRADE LINE BASE MA TERIA L TYPE 'B" CURB AND GUTTER FROM E PER C.O.B. S7D. S-1 (TYP.) NATURAL GROUND COMPACTED TO 957. MAX RELA 77 VE DENSI TY TYPICAL SECTION 60P R/W 0.20' AC 0.40' AIB PAVEMENT N.T.S. 0.50' COMPACTED SUBGRADE R/w 7' 2Z DA YLIGHT TO EXIS 77NG STREET NAME T. 1. R- VALUE THICKNESS (FT) AC I AB NG WBLE ROAD 8.5 48 0. 45' 0.50' 1.60' HOSKING AVENUE 8.5 48 0. 45' 0.50' 1.60' AMAZON DRIVE 4.5 55 0.20' 0.40' 0.50' RIO GRANDE DRIVE 4.5 55 10,20' 0.40' 0.50'1 AMUR COURT 4.5 55 0.20', 0.40' 0.50' TGRIS DRIVE 4.5 55 0.20' 0. 40' 0. 50' NILE RIVER COURT 4.5 55 0.20' 0. 40' 0. 50' J5' 2X EXIS T7NG GROUND 0.10, ---------- EXIST. PA VEMEN T EXIST PA VEMEN T TO BE REMO VED TO REMAIN AND REPA VED 12' zL 12' TYPE "A" AR 8000- ASPHALT CONCRETE BASE MA 7ERIAL - NATURAL GROUND COMPACTED- TO 951*.' MA X, REL A 77 VE DENSI TY ROUGH GRADE LINE WIBLE ROAD STA 16+85.10-20+10.10 N.T.S. 91, 5" 4 1/2" RAID. TOP OF CURB (TYP.) 4 2� 4 2� :2 .�4 (DESIGN) VARIES AS REQUIRED TO HOLD TOP OF MEDIAN PROFILE ,/ �E TYPE "M-2" MEDIAN CURB N.T.S. PAD LIMIT LINE --- PAD ESM T 10. 6J' 0. 5' 7' 2' 2' 2 ('16. 00' 5.5' 0.625' CONSTRUCT MASONRY--, WALL PER WALL FOR TR, 6454 CONS7RUC77ON PLANS PAD 2.3 ; �4 114 -/1- 65' 58' 56' 121Y 55' R/W SA WCU T AND 77E INTO VARIES 61' TO 55.6J' EXIS 77NG PA VEMEN T AS DIREC TED B Y CITY ENGINEER -4- 55' 0. 5' Z_ VARIES 54' TO 48.6J' k: NATURAL GROUND COMPACTED TO 95X MA X. REL A 77 VE DENSI TY ROUGH GRADE L WIBLE ROAD STA 21+05.10-23+18.90 N.T.S. T 10. 6J' VARIES 61' TO 55.6J' (D -4- 55' 0. 5' Z_ VARIES 54' TO 48.6J' r� ir-r . 2' 2 2' VARIES 52' TO 46.6J' 1 6. 0' 5.5, i 0. 625' 0 114,11, CONSTRUCT MASONRY-, 0.10 23 -+O,5X 0i EXIS77NG ------- - GROUND WALL PER WALL 5-: 0 rl- CONS7RUC77ON PLANS m ------------ LO Lij 0 FOR 7R. 6454 m Li U-i >. - ----- O.JO' 2 u 0 rk! uj § 5.5' WDE COMBINATION EXIST PA VEMEN T EXIS T TYPE SIDEWALK PER PAD -/I' TO BE REMO VED AND REPA VED 2Z 1�4 0.10, w ±0 5z 2N ±U.,7;6 EXIS77NG GROUND ---------- 12' 12' ----------- 0' 0. JO ---------- j PER C 0 B S TD S- 1 2�PA 55' WDE C VEMEN T, ------ BE REMOVED EXIST PA VEMEN T TYPE SIDEWALK PER AND REPA VED TO REMA IN C.O.B. S7D. S-3 12' 12' TYPE "A" AR 8000- -1 T'yPE `8' CURB & Gb I ILI? ASPHALT CONCRETE PER C 0 B S 7D S- 1 BASE MA TERM L NA TURAL GROUND COMPA C TED TO 95Y. MAX RELARVE DENSITY ROUGH GRADE LINE WIBLE ROAD STA 13+90.00-16+85.10 T 10. 6j, 0. 5'- 7' 2' 2 6. 0' 5.5' 0. 625' CONSTRUCT MASONRY---- WALL PER WALL CONS7RUC77ON PLANS FOR 7P. 6454 VARIES 71' TO 61' VARIES 64' TO 54' VARIES-62' TO 52' N.T.S. R/W 55' R1w 05 . . . . NATURAL GROUND COMPACTED- TO 95% MA X. REL A 77 VE DENSI T-Y ROUGH GRADE LINE ��WIBLE ROAD STA 12+70.00-13+90.00 ESYT 10.6j' 0. 5' 7' 2' 2 6. 00' 5.5' 0. 625' CONSTRUCT MASONRY-, WALL PER WALL CONSTRUC77ON PLANS FOR TR. 6454 71' 55' 64' 62' 12'± SA WCU T AND 77E INTO EXIS 77NG PA VEMEN T AS DIRECTED BY CITY ENGINEER N.T.S. 1 WL A AM tf TYPE "B" CURB & GUTTER ASPHALT CONCRETE PER C.O.B. S7D. S-1 BASE MA 7ERIAL NA TURAL GROUND COMPACTED- TO 95X MAX RELA 77VE DENSITY ROUGH GRADE WIBLE ROAD STA 10+00.00-12+70.00 R/W -1 4 ESM r 10. 6J' 0. 5' 2 6. 00' 5.5' 0. 625' CONSTRUCT MASONRY-, ALL WALL PER W CONS7RUC77ON PLANS FOR 7R. 6454 PAD - 14 '/1' 2x:f0.5X 55' 48' 55' 46' SA WCU T AND 77E INTO EXIS 77NG PA VEMEN T AS DIRECTED BY CITY ENGINEER IZj Q EXIS T7NG 0.10, 29 ±0-5% ------ - GROUND ------ - ------------- 74 EXIS T GO-'I O'jo�j EXIS T PA MLIV I PA VEMEN T 5.5' KIDE COMBINA 77ON TYPE SIDEWALK PER TO BF REMOVED TO REMAIN AND REPA VED C.O.B. S7D. S-J TYPE "A" AR 8000-J VARIES 12' TYPE 'B" CURB & GU T7E_R ASPHALT CONCRETE 12' TO 22' PER C. 0. B. S 7D. S- 1 BASE MA 7ERIAL NATURAL GROUND COMPACTED- TO 95% MAX RELA 77VE DENSITY ROUGH GRADE L WIBLE ROAD STA 20+10.10-21+05.10 R/W 55, �w oil EXIS77NG (2X GROUND ---------- r ------------------------ ------------ L------------------- ------------ L--------- R/W N.T.S. R/W ES 58.40 TO 56.66' 8. 6j, Esm T IARIES 4741' TO 46.97' 9 0.5, VARIES 45.41' TO 44.97' 2' 2 2 0. 625'_ 55' 4.6j, CONSTRUCT MASONPY SAWCUT OR GRIND EXISUNG WALL PER WALL PA VEMEN T FOR 77E IN AS CONS77?UC77ON PLANS DIRECTED BY CITY ENGINEER. FOR 7R. 6454 2� MIN. 4.1 g# 12% PAD 2X zto.,5x F-0- 10' --- .. L_O.JO' \"-GB 2 5.5' KIDE COMBINA 77ON TYPE SIDEWALK PER 36' _f C.O.B. S7D. S-J 0, To 18 TYPE "A" AR 8000 ASPHALT CONCRETE TYPE "B' CURB & GLI T7FR BASE MA 7ERIAL PER C.O.B. S7D. 5-1 -NATURAL GROUND COMPACTED TO 957. MA X REL A 77 VE DENSI TY ROUGH GRADE LINE HOSKING AVENUE STA 10+00-10+54.90 EXIS 77NG (2Z GROUND ----- ---------------- ----------------- L 28' EXIS 77NG PA VEMEN T TO REMAIN 0, To 11, 8, To i �g 1� (Z' VARIES 56.00' TO 70.00' VARIES 48.00' TO 61.00' VARIES 46.00' TO 59.00' TYPE 'M-2" MEDIAN CURB (TYP. BO TH SIDES) SEE DETAIL E T 2Z o. 5X 0. 625' N.T.S. VW 8.6J' ESM T 9' 0.5' 2' 2' 2' 5.5' 4.6J, CONSTRUCT MASONRY WALL PER WALL CONS7RUC77ON PLANS FOR TR. 6454 D 2Z PA 114'11' 4" ... ....... -O'jo'\-GB 2 5.5' WDE COMBINA 77ON T�PE SIDEWALK PER C.O.B. STD. S-J TYPE 'A' AR 8000 ASPHALT CONCRETE TYPE 18' CURB & GU T7ER BASE MA 7ERIAL PER C.O.B. SID. S-1 -NATURAL GROUND COMPACTED TO 95Z MA X RELA 77 VE DENSI TY ROUGH GRADE LINE HOSKING AVENUE - STA 10+54.90-12+52.00 RIW 55' VARIES 70' TO 60' VARIES 61' TO 51' VARIES 59' TO 49' VARIES VARIES 0'_1j' 0'_11' N.T.S. 8.6J ESM T 19 1 0.5, 2' 2' 2' 0.625' 5.5' 4.6J, CONS 7RUC T MA SONR Y WALL PER WALL CON57RUC77ON PLANS FOR TR. 6454 EXIS77NG PAD 010' px - ------- 2X -4 0. 5Z GROUND ----------------- L ---------- t_O.JO' GO 2 5.5' WDE COMBINA 77ON TYPE SIDEWALK PER 29' 1 C.O.B. StD. S-3 TYPE "A" AR 8000 EXIS 77MG PA VEMEN T ASPHALT CONCRETE TYPE "B" CURB & GU T7ER TO REMAIN BASE MA TERIA L No. C 067602 Emp, 01 6- or PER C. 0. B. S TD. S- 1 -NATURAL GROUND COMPACTED TO 95Z MA X REL A 77 VE DENSI TY ROUGH GRADE LINE HOSKING AVENUE STA 12+52-16+65 N.T.S. N.T.S. z < IL z 0 w W W _j Z 0 () w w a: -.4- r,- ED cy) z w < 2 w 0 < _j z LL_ V) z 0!� x LLJ < 0 LL. < U m n 0 0 �0 LLJ z LLJ 0 Ell cn N III z w N 2 a- 0 0 _j w a- > w z z 5,: w > cD z z < _j lu CL Ck Z cc w w z z w N 4,7N (D -4- 0 Ld LLI PAD--\ r� ir-r . 0 cl- 0 a_ 0 00 1 0 114,11, cIi 0.10 23 -+O,5X 0i EXIS77NG ------- - GROUND 5-: 0 rl- LLJ m ------------ LO Lij 0 m Li U-i >. - ----- O.JO' 2 u 0 rk! uj § 5.5' WDE COMBINATION EXIST PA VEMEN T EXIS T TYPE SIDEWALK PER TO BE REMO VED AND REPA VED PA VEMEN T TO REMAIN C.O.B. S7D. S-J TYPE "A" AR 8000- 12' 12' TYPE "B" CURB & GU T7ER ASPHALT CONCRETE PER C 0 B S TD S- 1 BASE MA TERIA L - . . . . NATURAL GROUND COMPACTED- TO 95% MA X. REL A 77 VE DENSI T-Y ROUGH GRADE LINE ��WIBLE ROAD STA 12+70.00-13+90.00 ESYT 10.6j' 0. 5' 7' 2' 2 6. 00' 5.5' 0. 625' CONSTRUCT MASONRY-, WALL PER WALL CONSTRUC77ON PLANS FOR TR. 6454 71' 55' 64' 62' 12'± SA WCU T AND 77E INTO EXIS 77NG PA VEMEN T AS DIRECTED BY CITY ENGINEER N.T.S. 1 WL A AM tf TYPE "B" CURB & GUTTER ASPHALT CONCRETE PER C.O.B. S7D. S-1 BASE MA 7ERIAL NA TURAL GROUND COMPACTED- TO 95X MAX RELA 77VE DENSITY ROUGH GRADE WIBLE ROAD STA 10+00.00-12+70.00 R/W -1 4 ESM r 10. 6J' 0. 5' 2 6. 00' 5.5' 0. 625' CONSTRUCT MASONRY-, ALL WALL PER W CONS7RUC77ON PLANS FOR 7R. 6454 PAD - 14 '/1' 2x:f0.5X 55' 48' 55' 46' SA WCU T AND 77E INTO EXIS 77NG PA VEMEN T AS DIRECTED BY CITY ENGINEER IZj Q EXIS T7NG 0.10, 29 ±0-5% ------ - GROUND ------ - ------------- 74 EXIS T GO-'I O'jo�j EXIS T PA MLIV I PA VEMEN T 5.5' KIDE COMBINA 77ON TYPE SIDEWALK PER TO BF REMOVED TO REMAIN AND REPA VED C.O.B. S7D. S-J TYPE "A" AR 8000-J VARIES 12' TYPE 'B" CURB & GU T7E_R ASPHALT CONCRETE 12' TO 22' PER C. 0. B. S 7D. S- 1 BASE MA 7ERIAL NATURAL GROUND COMPACTED- TO 95% MAX RELA 77VE DENSITY ROUGH GRADE L WIBLE ROAD STA 20+10.10-21+05.10 R/W 55, �w oil EXIS77NG (2X GROUND ---------- r ------------------------ ------------ L------------------- ------------ L--------- R/W N.T.S. R/W ES 58.40 TO 56.66' 8. 6j, Esm T IARIES 4741' TO 46.97' 9 0.5, VARIES 45.41' TO 44.97' 2' 2 2 0. 625'_ 55' 4.6j, CONSTRUCT MASONPY SAWCUT OR GRIND EXISUNG WALL PER WALL PA VEMEN T FOR 77E IN AS CONS77?UC77ON PLANS DIRECTED BY CITY ENGINEER. FOR 7R. 6454 2� MIN. 4.1 g# 12% PAD 2X zto.,5x F-0- 10' --- .. L_O.JO' \"-GB 2 5.5' KIDE COMBINA 77ON TYPE SIDEWALK PER 36' _f C.O.B. S7D. S-J 0, To 18 TYPE "A" AR 8000 ASPHALT CONCRETE TYPE "B' CURB & GLI T7FR BASE MA 7ERIAL PER C.O.B. S7D. 5-1 -NATURAL GROUND COMPACTED TO 957. MA X REL A 77 VE DENSI TY ROUGH GRADE LINE HOSKING AVENUE STA 10+00-10+54.90 EXIS 77NG (2Z GROUND ----- ---------------- ----------------- L 28' EXIS 77NG PA VEMEN T TO REMAIN 0, To 11, 8, To i �g 1� (Z' VARIES 56.00' TO 70.00' VARIES 48.00' TO 61.00' VARIES 46.00' TO 59.00' TYPE 'M-2" MEDIAN CURB (TYP. BO TH SIDES) SEE DETAIL E T 2Z o. 5X 0. 625' N.T.S. VW 8.6J' ESM T 9' 0.5' 2' 2' 2' 5.5' 4.6J, CONSTRUCT MASONRY WALL PER WALL CONS7RUC77ON PLANS FOR TR. 6454 D 2Z PA 114'11' 4" ... ....... -O'jo'\-GB 2 5.5' WDE COMBINA 77ON T�PE SIDEWALK PER C.O.B. STD. S-J TYPE 'A' AR 8000 ASPHALT CONCRETE TYPE 18' CURB & GU T7ER BASE MA 7ERIAL PER C.O.B. SID. S-1 -NATURAL GROUND COMPACTED TO 95Z MA X RELA 77 VE DENSI TY ROUGH GRADE LINE HOSKING AVENUE - STA 10+54.90-12+52.00 RIW 55' VARIES 70' TO 60' VARIES 61' TO 51' VARIES 59' TO 49' VARIES VARIES 0'_1j' 0'_11' N.T.S. 8.6J ESM T 19 1 0.5, 2' 2' 2' 0.625' 5.5' 4.6J, CONS 7RUC T MA SONR Y WALL PER WALL CON57RUC77ON PLANS FOR TR. 6454 EXIS77NG PAD 010' px - ------- 2X -4 0. 5Z GROUND ----------------- L ---------- t_O.JO' GO 2 5.5' WDE COMBINA 77ON TYPE SIDEWALK PER 29' 1 C.O.B. StD. S-3 TYPE "A" AR 8000 EXIS 77MG PA VEMEN T ASPHALT CONCRETE TYPE "B" CURB & GU T7ER TO REMAIN BASE MA TERIA L No. C 067602 Emp, 01 6- or PER C. 0. B. S TD. S- 1 -NATURAL GROUND COMPACTED TO 95Z MA X REL A 77 VE DENSI TY ROUGH GRADE LINE HOSKING AVENUE STA 12+52-16+65 N.T.S. N.T.S. z < IL z 0 w W W _j Z 0 () w w a: -.4- r,- ED cy) z w < 2 w 0 < _j z LL_ V) z 0!� x LLJ < 0 LL. < U m n 0 0 �0 LLJ z LLJ 0 Ell cn N III z w N 2 a- 0 0 _j w a- > w z z 5,: w > cD z z < _j lu CL Ck Z cc w w z z w SHEET 2 N N (D -4- 0 Ld LLI 0 r� 3: 0 cl- 0 a_ 0 00 0 cIi 00 cn 5-: 0 rl- LLJ m LO Lij 0 m Li U-i >. 31: u 0 rk! uj SHEET 2 N N (D -4- 0 Ld LLI 0 r� 3: m cl- 0 a_ 0 00 0 cIi 00 cn 5-: 0 rl- m LO Lij 0 m Li U-i >. 31: u 0 rk! uj § SHEET 2 O CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 4.50' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. O CONSTRUCT CASE 'A' WHEELCHAIR RAMP PER CURRENT CALTRANS STD. RSP A88A. 03 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D -14 (OPENING SIZE AS NOTED) ® 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 -u INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T -19 (TYPE AS NOTED) -o— INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 -<2>- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 —8 "S— PROPOSED SEWER LINE (8" UNLESS OTHERWISE NOTED) Os PROPOSED SEWER MANHOLE CD PROPOSED STORM DRAIN MANHOLE - PROPOSED STORM DRAIN = =SD= EXISTING STORM DRAIN v PROPOSED CATCH BASIN ' EXISTING CATCH BASIN O EXISTING SURVEY MONUMENT ENCASEMENT 0 P.I. VERTICAL CURVE OR GRADE BREAK DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (0-609) EXISTING SLOPE EXISTING PAVEMENT C.O. CLEAN OUT ( ) EXIST ELEVATION PROPOSED MASONRY WALL N 0 20 40 80 ( IN FEET ) Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. FLOKINE CURVE DATA Cl C2 C3 C4 C5 A= 13451'11' A= 227535' d= 90'00'00' A-40100100' A= 263227' R= 84.00' R= 35.00' R= 35.00' R= 30.00' R= 48.00' Tan = 202.06' Tan =6.94' Ton = 35.00' Tan = 30.00' Fan = 11.32' L= 19770' L= 1370' L= 54.98' L= 4712' L= 2223' N o+ ^ u o 13.5' 13.5' c� a 3 I p w Il 0 6 T1P. TYP. � 5 $ 4 STA.= 21+62.57 N. �� 8 ° + °III o `r` o i + I a N STA.= 10 +00.00 E.\ �� N W II II II 11 AMAZON DRIVE 1 (O O J UJ I w C�J �dll & RIO GRAND DRIVE 9 R/W Q Q 9 0 STq `9x >� 09x6> 6 j 16' 0 917 ¢ 6, 10 FL. STA = 09 +18.49 11 FL STA = 08 +89.02, PRC 16' 0 W FL.STA. = 08 +77.21 FL STA = 08 +75.32, EC h �I .W 0 $ 2 0 a Cl ! I� l� It 10' 20' 20' 10' 30' 30' RIO GRAND DRIVE SEE SHEET 7 10 i i C2 ° Elm o r 11+00 1 12+00`4 E S89172'03 I — "S � 8 "S 1 ° N O 3 2 o A o w w �O I I I I w I y RIW I y 506.76' 13 +00 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' BASE MATERIAL OVER 0.50' NATIVE AT 95% MAX. REL. DENSITY AMAZON DRIVE 11 12 — —I R3 -5R O I O co in Q � 66 135' 13.5 67 T1P. TYP. 13 I> [ `R/w $ 1, $ CIO & WIBLE ROAD O o O ± O N I O N . m 1. 95% COMPACTION REQUIRED UNDER AND A MINIMUM OF to � c� � c� Q 63 64 `' I 65 0 0 W m II Q N I ......... # # : N N o o`Oi 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE 3 2 o A o w w �O I I I I w I y RIW I y 506.76' 13 +00 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' BASE MATERIAL OVER 0.50' NATIVE AT 95% MAX. REL. DENSITY AMAZON DRIVE 11 12 — —I R3 -5R O I O co in Q � 66 135' 13.5 67 T1P. TYP. 13 SEE DETAIL I> [ [[.. . & WIBLE ROAD NOTES: 15( �:' . . m 1. 95% COMPACTION REQUIRED UNDER AND A MINIMUM OF — — — t W m 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12 ". R1 -1 STOR INSTALL I I ......... # # : N N o o`Oi 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE IN '`ti I NOTED AS FLOWLINE STATIONING. II W Rte, $ 2 3. FOR X— SECTION SEE SHEET 2 FOR DETAILS > h i's Q 0C SEE SHEET 9 'tocl, 0 m WIBLE ROAD 1 O � it co Q N I U rz Z oii fUNRE MEDIAN NOT A PART OF THIS CONTRACT G STA.= 21+65.10 N. STA.= 15 +10.00 E. AMAZON DRIVE SEE DETAIL I> [ [[.. . & WIBLE ROAD 14 +00 1 15( �:' . . m — — — t W m R1 -1 STOR INSTALL I I ......... # # : N N o o`Oi IN '`ti I II I II Rte, $ 2 > h i's Q 0C 'tocl, 0 II 68 WIBLE ROAD SEE SHEET 9 II 14 15 16 STA = 14+29.56,_L(]!1,' INSTALL " R = EP 2.11' RT. R4 -7 STBCR F L 8.62' RT. TEMPORARY RIGHT TURN CHANNELIZER N. TS PN STA = 13 +72 ELEV = 355.00 A.D. = 1.40 K = 71.37 U Ca 360 oa1+ +"' $ II it - °.._..g cp p ,�. c0.. °Q A- --- --------- -- --- -- - - -- - ------------------ N II 3 --------- - - - --- _ ..- i - _ - h -- 360 w II EXIS17NG GROUND 0 NORTH FLOWLII�E Q II Z1. it Q LQ to to 356 -_ II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0.20.5 i �I 35 0.35 35 T 0. L= 47.12' 352 _ 352 : L= 197.70' PROPOSED NOR FLOWL /NE PROFILE 3 L= 1370' L= 13.70' 348 I 48 - ----------- 0 I Z o Q - -- _ ---------- - - - - -- -L&J -- STA = 13 +72 0 Q ELEV = 355.00 A.D. = 1.17 K =0 62 i € 0, VC i U W m W � O � nl h � 360 o N II ................ V w II �5-___ - p W u it w N OF SSl , n W n J 356 h, I No. 0.55_5 0. Exp.--L- b_4712' — t �%,q civ ��\P 'OF CA i 352 i W _ _ 352 PROPOSED OUTH FLOWLIIIE PROF /LE E .SRNG GROUIVO 0 SOUTH PLOWL /NE 348 i _ -- - -- -- CA Z Q J CL z 0,11 >w Cd Lo a: W C) 0 C0VO Z w w o� O 0) z � W U M � W Q (2) Z w x Y La O Q U C0 0 D F ° 0) Iw z F, U V) q ^ W N N 0- O O °a w 0 z Q J O Z J' w co z z z Lu a J d z w w z a z w V) ailZ 0 w 0 w Lli O r- 3 IL (L \ 1 0 m _j J 0O O O N J J 0O U) L0 p w 0 Z Y O Z `_- w w o m Q U Q D Q SHEET 3 OF= 11 I,I- 0454 w Lli O r- 3 IL (L \ 1 0 m _j J 0O O O N J J 0O U) L0 p w 0 Z Y O Z `_- w w o m Q U Q D Q SHEET 3 OF= 11 I,I- 0454 SHEET 3 OF= 11 I,I- 0454 O CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 4.50' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. O CONSTRUCT CASE 'A' WHEELCHAIR RAMP PER CURRENT CALTRANS STD. RSP A88A. 03 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D -14 (OPENING SIZE AS NOTED) ® CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. ST -17 I] 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 TRAFFIC CONTROL SIGN PER C.O.B. STD. T -19 (TYPE AS NOTED) -<Z:> INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 -(E)- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 -6 "S- PROPOSED SEWER LINE (SIZE AS NOTED) 0 PROPOSED SEWER MANHOLE QD PROPOSED STORM DRAIN MANHOLE 4 - PROPOSED STORM DRAIN = =SD= EXISTING STORM DRAIN PROPOSED CATCH BASIN `ss FL0WUNE CURVE DATA C1 C2 C3 4=90770'00' 4= 447455' A= 884950' R= 20.00' R= 35.00' R= 42.00' Ton = 20.00' Ton= 14.29' Ton = 41.15' L= 31.42' L= 27.13' L= 62.12' ' EXISTING CATCH BASIN 9p O EXISTING SURVEY MONUMENT ENCASEMENT STA.= 18 +45.07 N. P.I. VERTICAL CURVE OR GRADE BREAK STA.= 10 +00.00 E. DRAINAGE FLOW DIRECTION q AMUR COURT & PROPOSED FIRE HYDRANT LOCATION & RIO GRAND DRIVE (0.60. -) EXISTING SLOPE 1 PROPOSED MASONRY WALL 0 N 0 20 40 80 ( IN FEET ) Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. 360 356 W_% rome 360 356 352 SEE SHEET 7 RIO GRAND DRIVE Z 30' 30' 10' 20' 20' 10' m 11 k 13.5' 135' mUS 6 s +N °g I II N TYP. TYP. "� $ 90 11 N ri $ p c± g N h -� � ~ � Ln Cn II IIsN II II U II I I Qm cn Q °qo ally NOTES: 1. 95% COMPACTION REQUIRED UNDER AND A MINIMUM OF FLOWL/NE CURVE DATA 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12 ". C1 C2 C3 C4 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE A= 90770'00" 4= 227535" A= 04"51'11' 4=90770'00' NOTED AS FLOWLINE STATIONING. R= 20.00' R =35 00' R= 84.00' R= 35.00' Ton = 20.00' Tan =6.94' Ton= 202.06' Ton= 35.00' 3. FOP X- SECTION SEE SHEET 2 FOR DETAILS L= 31.42' L= 13.70' L= 197.70' L= 54.98' SEE SHEET 5 NILE 3RIVER 3COURT SEE SHEET 6 RIO GRAND DRI VE 30' 30' W 10' 20' 20' 10' m I FL STA = 14 +14.73 EC m N FL STA = 14 +01.03 PRC g g y o h 35 N fL. STA = 13 +83.23 V 1 y o 49 $ I1 48 11 R� W_ � } W 11 a - o R w Q w �" CONSTRUCT RETAINING WALL PER 2 4 I o c� A I i c� -10 xc� 'N 34 0 2 IW I I C3 TR. 6454 MASONRY WALL PLANS io �� 90 �I I 4� R� 90 v io F(,S 2 TA, - - - -- --- - - - - -- - - - -- - - - - - -- - -- - _1`3f49 FL STA - 12 35 60 INSTALL END OF STREET BARRICADE PER ,o` A $ o g I F 16' 16 0 2 R/W I o I C3 0 Q pri STA.= 11 +80.00 E. o °o c? i AMUR COURT co I,(n mho TURNAROUND 56 13 135 �QC Ri O II N 57 II A s58 ^ + o to II N^ TYP. TYP. Q Q 90 10' 20' 20' 10' y i7� 30' 30' N �' RIO GRAND DRI VE SEE SHEET 7 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' BASE MATERIAL OVER 0.50' NATIVE AT 95% MAX. REL. DENSITY AMUR COURT 10 11 12 13 E XISTING GROUND ® NORTH` FLOWLINE a-1 I $ R/W z 0 0 o I Cn - +_ C? o o CAL TRANS STANDARD PLAN A73C 9p •N 0 o !� I \ J s F_ t 16' DWY F ° WITH END OF STREET SIGNS PER 29 8 . w 4 O (-d 11 +00 12 +00 s a ° U, M.U. T. G D., CALIFORNIA SUPPLEMENT g I Q Y w 13.5'135 ON - S8973'58 E -240 OO' - 20' a o DETAIL W- 31(CA) W 10M4 -3 25 �C / S 8 S b 30' S S zu N o FL. STA. = 12 +35.43 ° STA.= 12 +22.57 N. - C? 16;__D KTY L 6 C/v STA.= 12 +40.00 E. STA.= 10 +00.00 E. 1 o G1 N V N 1 AMUR COURT TRACT BOUNDARY TIGRIS IVE & & RIO GRAItRIVE 16 0 2 R/W I o I C3 0 Q pri STA.= 11 +80.00 E. o °o c? i AMUR COURT co I,(n mho TURNAROUND 56 13 135 �QC Ri O II N 57 II A s58 ^ + o to II N^ TYP. TYP. Q Q 90 10' 20' 20' 10' y i7� 30' 30' N �' RIO GRAND DRI VE SEE SHEET 7 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' BASE MATERIAL OVER 0.50' NATIVE AT 95% MAX. REL. DENSITY AMUR COURT 10 11 12 13 E XISTING GROUND ® NORTH` FLOWLINE a-1 RIO GRAND DRIVE SEE SHEET 6 itt, - i0 0 �� . •0 ii y I $ R/W z 0 0 o I Cn o o o •N 0 o !� I \ J s F_ t 28 29 8 . w O (-d J O s o g I Q Y w 13.5'135 ON °¢ 0 10' 20' 20' 10' TYP. u �± I II �C ¢ 30 30' RIO GRAND DRIVE SEE SHEET 6 itt, - i0 0 �� . •0 ii y r \`-A a I D a ON I+ m N m 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' BASE MATERIAL OVER 0.50' NATIVE AT 957. MAX. REL. DENSITY TIGRIS DRIVE 11 12 13 WY sT-9, v .o O�\ 33 STA.= 10 +00.00 N. STA.= 12 +90.00 E. � TIGRIS DRIVE & NILE RIVER COURT 14 v ' i .f 2 i � U 4 6 360 11 4, Li EXISTING WPM ® NORTN FLOWL /NE i ........�----------- .W _ ____ ____________________________ -__ __._.� - - �� IL - - - -- W - - - - II- 0.20 0.202 - -- - - - - -- ' - -- € 0.30% 0.20X' 0.20X 2� -''- - - - -- - -- - - - -- - -- -I-- -� a20x Y ---------------- -- _o51z 352 L= 20.00 L= 27.13'; L= 65.12' L= 27.13' SAT .,�� L= 54.98' PROPOSED NORTH FLOWLI ,E PROF /LE L =31.42 PROPOSED NORTH FLOWL /NE PROF /LE N0. C 067 348 - - 1 Exp. civ O O O O slgr�OF CRl ~ �I � O 0 -I- - -- �J 01 7i LA4I EXISTIN GROUND ® OUTH FLOWL.NE a . 2 � Q O q� g i w II I! ^ II U W 3 O� O ° N N 10' q > > II h p h O ^ II J XIST7NG GROUND ® SOUTH: FLOWL /NE ; Q W II W ~ W v~i 63 O II II 4j W - - - - .............. y - �' - ~ 56 ------ - - - -- - - - - fe En - _ 0.20X - -- - - - - -- - - - - -- - - - -- - -- -- - - - - -- - - - -- - - - 0 �� a20X 0.51% 0.20.1 ' Q20� 0.29 i o.2 0.20 Qi 9x 352 - -- - - - - - - - -- - - -- - - - - - - -- - ---------------- - - - - -- .--------- - - - - -- - - - - - -- i L= 31.42' tL 27.13'; L= 65.12' L= 27.13' L= 31.42' L= 19Z 70' PROPOSED SOU..'TH FLOWL/NE PROFILE _ __ _ 48 -- -- r PROPOSED SOUTH FLOWL-�- I1, IE PROFILE70� W CO > Q � UZ � z 0 � 0 cr) L0 0 Z =cf)UQ Cr 0 .J U IL W O W CD Q O � t\ � r rn W U M 0 61-1 Q Z w( ch � Z wQ 0 Q� U 0° o co uJ I U V) 0 _0^ z N 2 N CIL O 0 = W > W 0 0 Z Q J 1111111111110- 5:: z W Q0) z z Z WJ c� Z FE W W z a z W I $ R/W z 0 0 o o o o 0 0 N J J s F_ s 28 29 8 . w O (-d J O s o g I Q Y w 13.5'135 ON °¢ 0 N TYP. TYP. u �± I II �C ¢ r \`-A a I D a ON I+ m N m 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' BASE MATERIAL OVER 0.50' NATIVE AT 957. MAX. REL. DENSITY TIGRIS DRIVE 11 12 13 WY sT-9, v .o O�\ 33 STA.= 10 +00.00 N. STA.= 12 +90.00 E. � TIGRIS DRIVE & NILE RIVER COURT 14 v ' i .f 2 i � U 4 6 360 11 4, Li EXISTING WPM ® NORTN FLOWL /NE i ........�----------- .W _ ____ ____________________________ -__ __._.� - - �� IL - - - -- W - - - - II- 0.20 0.202 - -- - - - - -- ' - -- € 0.30% 0.20X' 0.20X 2� -''- - - - -- - -- - - - -- - -- -I-- -� a20x Y ---------------- -- _o51z 352 L= 20.00 L= 27.13'; L= 65.12' L= 27.13' SAT .,�� L= 54.98' PROPOSED NORTH FLOWLI ,E PROF /LE L =31.42 PROPOSED NORTH FLOWL /NE PROF /LE N0. C 067 348 - - 1 Exp. civ O O O O slgr�OF CRl ~ �I � O 0 -I- - -- �J 01 7i LA4I EXISTIN GROUND ® OUTH FLOWL.NE a . 2 � Q O q� g i w II I! ^ II U W 3 O� O ° N N 10' q > > II h p h O ^ II J XIST7NG GROUND ® SOUTH: FLOWL /NE ; Q W II W ~ W v~i 63 O II II 4j W - - - - .............. y - �' - ~ 56 ------ - - - -- - - - - fe En - _ 0.20X - -- - - - - -- - - - - -- - - - -- - -- -- - - - - -- - - - -- - - - 0 �� a20X 0.51% 0.20.1 ' Q20� 0.29 i o.2 0.20 Qi 9x 352 - -- - - - - - - - -- - - -- - - - - - - -- - ---------------- - - - - -- .--------- - - - - -- - - - - - -- i L= 31.42' tL 27.13'; L= 65.12' L= 27.13' L= 31.42' L= 19Z 70' PROPOSED SOU..'TH FLOWL/NE PROFILE _ __ _ 48 -- -- r PROPOSED SOUTH FLOWL-�- I1, IE PROFILE70� W CO > Q � UZ � z 0 � 0 cr) L0 0 Z =cf)UQ Cr 0 .J U IL W O W CD Q O � t\ � r rn W U M 0 61-1 Q Z w( ch � Z wQ 0 Q� U 0° o co uJ I U V) 0 _0^ z N 2 N CIL O 0 = W > W 0 0 Z Q J 1111111111110- 5:: z W Q0) z z Z WJ c� Z FE W W z a z W SHEET 4 OF= 11 I.I -6454 z 0 0 0 o 0 0 N J J 0 F_ 8 w O J O o Q Y w O a Z °¢ 0 U tR O m SHEET 4 OF= 11 I.I -6454 m 0 0 o 0 0 N J J 0 F_ 8 O J O o Z 3 Y w O a Z °¢ U tR O m ¢ SHEET 4 OF= 11 I.I -6454 1 t40 I 0 20 40 80 ( IN FEET ) Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. SEE SHEET 4 TIGRIS DR I VE 30' 30' 20' 20' 10' m 0 I I o V ti i n 1 i 9'2 13.5' 135' N TYP. TYP. } 48 3 I o S I 4 i 00 � °o � 0 �u I Q I Vi.i I h I P 48 33 °A 10 11 +00 3 "S > C4 ti � I a �d Oa .,� 34 4 " 35 y o w � 1,J II II FLOKINE CURVE DATA Cl C2 O CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH C5 C6 4.50' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. 6= 442455' O CONSTRUCT CASE 'A' WHEELCHAIR RAMP PER CURRENT CALTRANS A-13450 1" A= 234648' STD. RSP A88A. R= 35.00' 03 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D -14 R= 84.00' R= 2700' (OPENING SIZE AS NOTED) Ton = 14.29' ® CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. ST -17 Tan = 202.06' 0 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT L= 27.13' L= 19706' PER C.O.B. STD. ST -13. L= 19770' L= 11.05' INSTALL STREET NAME SIGN PER C.O.B. STD. T -1 m METRO INSTALL "METRO" STREET NAME SIGN PER C.O.B. STD. T -1 Q = INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T -19 (TYPE AS NOTED) °day,) -<Z>- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 Oa�i U) I FL. STA = 09+01.68 --(S)- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 m —6 "S— PROPOSED SEWER LINE (SIZE AS NOTED) O Os PROPOSED SEWER MANHOLE Q (D) PROPOSED STORM DRAIN MANHOLE J IL 31 -- PROPOSED STORM DRAIN W = =SD= EXISTING STORM DRAIN v' PROPOSED CATCH BASIN a • dd g +'�'Sa P ' EXISTING CATCH BASIN ST S ® EXISTING SURVEY MONUMENT ENCASEMENT 0 P.I. VERTICAL CURVE OR GRADE BREAK CO DRAINAGE FLOW DIRECTION 32 PROPOSED FIRE HYDRANT LOCATION Odd (0.60%) EXISTING SLOPE -*§ w 9 C.O. CLEAN OUT ( ) EXIST ELEVATION STA.= 10 +00.00 N. / PROPOSED MASONRY WALL STA.= 12 +22.57 E. Z q TIGRIS DRIVE & NILE RIVER COURT 1 t40 I 0 20 40 80 ( IN FEET ) Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. SEE SHEET 4 TIGRIS DR I VE 30' 30' 20' 20' 10' m 0 I I o V ti i n 1 i 9'2 13.5' 135' N TYP. TYP. } 48 3 I o S I 4 i 00 � °o � 0 �u I Q I Vi.i I h I P 48 33 °A 10 11 +00 3 "S > C4 ti � I a �d Oa .,� 34 4 " 35 y o w � 1,J II II FLOKINE CURVE DATA Cl C2 C3 C4 C5 C6 A= 90V0100' 6= 442455' A= 26849'50' X222535' A-13450 1" A= 234648' R= 35.00' R= 35.00' R= 4200' R= 35.00' R= 84.00' R= 2700' Tan = 35.00' Ton = 14.29' Ton = 4287' Tan =6.94' Tan = 202.06' Ton =5.60' L= 54.98' L= 27.13' L= 19706' L= 13.70' L= 19770' L= 11.05' 46 45 oda�� o I N °daool o RIy-� eu cap I h I v��i��►■i��► o��► ■ice.: ME -- i0 00 ii • 0 I� �R/W O uj Q `+° o + a X36 37 1' X38 T)P. TYP. O o W Im g I o 0 � Z Z o N n Q ip I- oaa J II + 3 V U a Q�lo Qz 39 Z 00 I� 43 II LLJ od.o�42 $ 44 ,� LI ego m II wxQ Q U� N °day,) ° Y L� Oa�i U) I > az�a m m M 0 O ~ Q Q w� J IL Z W cn N W z N N v��i��►■i��► o��► ■ice.: ME -- i0 00 ii • 0 I� �R/W O uj Q `+° o + a X36 37 1' X38 T)P. TYP. O o W Im g I o 0 � Z Z o w o Q ip I- oaa J II + 3 V U Q�lo Qz 39 Z 00 z LLJ � o LI V) m II wxQ U� O Y O Y L� Z U) 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' BASE MATERIAL OVER 0.50' NATIVE AT 95% MAX. REL. DENSITY "P�ME R]WR COURT 11 12 13 14 �o 58 II I �2 II U lo�ll +I a ooh �O w II II 41 QI(so STA.= 14 +00.00 E. Z NILE RIVER COURT FL STA = 14 +71.77 15 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 FLOWLINE STATIONING. 3. FOR X- SECTION SEE SHEET 2 FOR DETAILS I I U j i i i 360 i - i CV --- --Fa -- - -- -tai -- - ° -- -- - - -- - ---- -W W -------- - - ----- °� - - -- - - - - -- i�_------ - - - - -- __.�. -.._� - -- °- . °________ 360 No 10 $ �i S EXIS NG GROUND 0 WEST FLOKINE 356 i i -- - - -- - 1 � i — 56 - ° - f ---- -- - - -- -- -- ----------- - - - -- a2OX a2ox 352__o.5__ o.o� 1x - -- _. I L= 2713' L= 98.53' L= 54.98' PROPOSED WEST FLOWLINE PROFILE 348 348 Piz CIL 0 II � II z 1 g 360 m i - - - - - -- -� �- 60 II EXIS NG GROUND ® EAST FLOKINE w ?� 356 " No. C 067602 i i Q W i h E ........................ .... .F ____________. ���_...�._ - ------- W_.....Y.., ----- -.- --- .___.__.__ __W______� _ - __�.- ....._.v WW.Y.... _��_ 4k� MR, CIVI - - - -- — — — — — a a o. ox .29 's 352 i i i L= 27,13' L= 98.53' i t 348 PROPOSED EAST FLOKINE PRO E -- �= 1,70' 48 i 3 O ,d- W W 0 n Z Z o 0 Q 0 I- I r� J W U CL J Z 00 z LLJ � o V) m W�W wxQ U� O Y O Y L� Z U) U > az�a m m M 0 O ~ Q Q w� J IL Z W cn N W z N N IZ O " CO O ,d- W W 0 n 3 Z o 0 C)) 0 I- I r� W U J J 00 z LLJ o V) m m LLJ wxQ Z O w Y O Y L� Z H Q w U m m M 0 U 0� Q w� 0 cn N z N N IZ O " O d > w 0 0 Z a J Z w 00 _Z Z Z W J CL vz w w z a z w SHEET 5 OF= 11 I W W 0 n 3 Z o 0 0 0 0 0 J J 00 F- o m m m LLJ L0 J O w Y O Z Q w d 41 m m a 0 U Q Q SHEET 5 OF= 11 I W W 0 n 3 m o 0 0 0 0 J J 00 F- o m m m LLJ L0 J O Z Y O Z w d 41 m m a m U Q Q SHEET 5 OF= 11 I O CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 4.50' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. O CONSTRUCT CASE 'A' WHEELCHAIR RAMP PER CURRENT CALTRANS STD. RSP A88A. O3 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D -14 (OPENING SIZE AS NOTED) ® CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. ST -17 E 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 TRAFFIC CONTROL SIGN PER C.O.B. STD. T -19 (TYPE AS NOTED) -C> INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 -(Z)- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 —6 "S— PROPOSED SEWER LINE (SIZE AS NOTED) O PROPOSED SEWER MANHOLE QD PROPOSED STORM DRAIN MANHOLE - PROPOSED STORM DRAIN = =SD= EXISTING STORM DRAIN PROPOSED CATCH BASIN �; ' EXISTING CATCH BASIN 0 EXISTING SURVEY MONUMENT ENCASEMENT Q P.I. VERTICAL CURVE OR GRADE BREAK —� DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (0. 0 ,T) EXISTING SLOPE EXISTING PAVEMENT C.O. CLEAN OUT ( ) EXIST ELEVATION a PROPOSED MASONRY WALL I 0 20 40 80 ( IN FEET ) Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. 533 h6�P0 e PAD STA.= 10 +00.00 N. STA.= 11 +54.99 E. � HOSKING AVENUE & RIO GRAND DRIVE FL0W-INE CURVE DATA Cl C2 c3 A= 8974'55" x=9045'05' A= 90170'00" R= 30.00' R= 30.00' R= 20.00' Tan= 29.61' Ton= 30.40' Tan = 20.00' L= 46.73' L= 47.52' L= 31.42' SEE APPROVED TRACT 6454 SEWER AND STORM DRAIN PLANS FOR DRAINAGE SUMP AND STORM DRAIN DETAILS :-, U 2 C"" - r I ,5% m Z (HIGH INTENSITY) o 3 RI-1 STOP STA.= 12 +22.57 N. SEE SHEET 10 T O STA.= 10 +00.00 E. HOSKING A VENUE II W 2 TIGRIS DRIVE & RI O GRAND DRIVE `» . 0 Q Jz I _I .; U 135' 135' r7 wq I r 21.0' 135 1 7 oNd ter"' TYp. >P. 26 25 N I p g + CN \ HIGH WATER ELEV. = 35.30 BOTTOM ELEV = 337.0 01 Q C-) a N o 0 U c� I Q �a•� � � "' 0 54. 0 N + w C, � 0 Ll II 0 11 :-, 2 C"" - r I ,5% Z (HIGH INTENSITY) o 3 RI-1 STOP Lo N I -� - -- - - -t; ---1 T O 22W�' m O 24' 2 co �g 501 0 Q Jz I _I U r7 wq I I I s 21.0' 135 HOSKING A VENUE g SEE SHEET 10 Q � �1t3 -5K 11 +00 N0036'021E 222.57' 1 12 +00 — I— — I — 8 "S - - - - -i i - - - -- 13 +00 8 "S v - ---------- ° P °-- 44 g W 2 hh e, $ °N I 2 C U ~ 22 6z Qkc ra h�tic: 49 00 I °28 3 O � ' Ln 10' 20' 20' 10' 30' 30' TIGRIS DRI VE SEE SHEET at 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' BASE MATERIAL OVER 0.50' NATIVE AT 957. MAX. REL. DENSITY FJO GRAND DRIVE .11-18" STDRN N00 36'02 'E 845.07' 141 w - r I ,5% Z w o 3 12.0' - - Lo N I -� - -- - - -t; ---1 12.0' 11 O 1�1 mo m O 24' 250 co 0 U I I _I �° r7 wq I I I s 21.0' 135 r- ►� 24 oNd ter"' VOLUME PROVIDED: 75,786 C. J O Q N I p g + CN \ HIGH WATER ELEV. = 35.30 BOTTOM ELEV = 337.0 01 Q C-) a m ¢° 0 U c� I Q �a•� � � "' 0 54. 0 N C, 13 +00 8 "S v - ---------- ° P °-- 44 g W 2 hh e, $ °N I 2 C U ~ 22 6z Qkc ra h�tic: 49 00 I °28 3 O � ' Ln 10' 20' 20' 10' 30' 30' TIGRIS DRI VE SEE SHEET at 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' BASE MATERIAL OVER 0.50' NATIVE AT 957. MAX. REL. DENSITY FJO GRAND DRIVE .11-18" STDRN N00 36'02 'E 845.07' 141 22 21 w 20 hIK' O eP v+ u� OP N h ' °i O �I .....- Q ~ 15 +00 1 Z 1 8 "S SOW Stiffi26CJ-C>- I h h x,53 y 54 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 FLOWLINE STATIONING. 3. FOR X- SECTION SEE SHEET 2 FOR DETAILS 10 11 12 13 '14 15 16 360 o o STA = 13 +38.21, LQ 00' LT O II o EX15WNG GROUND: ® WEST FL O INE cl,c�a TC B0,'ilO N0.3 p w II ' TYPE A NOR.3 Z° JOPENING O 356 _ • + _._ _ - - -- - Q _ - - -- ' DEP FL :352 05 ---------- - - - - -- - -- - - - -- - - - - -- - - - -- ----- - - - - -- - - - -- }-- - - - -�/ Q W _. 0.71X Lo (Z 352 _� _- - - c6 -� 352 -- - - - - -- L 46.73' PROPOSED WEST FLOWL/NE PROFI E 348 348 .5 �O ' I • � O O � II � II Q LOW POINT ELEV = 351.90 j� Q -- -- - - '• LOW PDINFS7i1 = T77543'° I I -- W------ - - - - -- ______----------- - - - - -- - - - - -- STA = 11 +5757 ELEV = 351.86 A.D. = 1.40 360' ���� ----Y------------ 1 360 O W O Z�II Ili O mil- + II O) N4• N ` /NG R- O ND ® EAST f LOW/NE O �sl 356 Qj I ' I _ �, i - + -- � - �O -F 356 - - - -- - -- - - - - -- - - - - -- ~K -- r� — — — - - -- - -- -- -- -- Q �° C �J N0. 067602 3, E Q EV 352 - o 0.20x �u sl IVI � �2oz 0.20%4. oJ5 j - 5 ------ - - _..... -0. o� _ ___ Z 9T �� 352 L= 47.52' 164 ��k1 PROPOSED EAS FLOWL /NE PROFILE g Q 348 NO II II E -------- - - - - -- ..- _ - _.�- - - - ----- -_ 48 II V� Z Q J CL UZ W z > �O�Q O���Z a�Z 0 QU ~O w w ac o-'t nrl, I H Z W U � a w� a N� Z W Ld XQ O < LL. U m O cD Co Ld w z � I.7 U C L C ^ W N IL O " O °a_ > W 0 0 z a J Z W CD z z Z Lu CL J 0 (7 Z z_C w Ill z a z w w r Z w o 3 1U a- of O 1�1 mo I O e 250 co 0 co 5 J _I �° r7 ri 13.5' 135 r- II W TYP. TYP. J O Z p Y O h Q C-) a 22 21 w 20 hIK' O eP v+ u� OP N h ' °i O �I .....- Q ~ 15 +00 1 Z 1 8 "S SOW Stiffi26CJ-C>- I h h x,53 y 54 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 FLOWLINE STATIONING. 3. FOR X- SECTION SEE SHEET 2 FOR DETAILS 10 11 12 13 '14 15 16 360 o o STA = 13 +38.21, LQ 00' LT O II o EX15WNG GROUND: ® WEST FL O INE cl,c�a TC B0,'ilO N0.3 p w II ' TYPE A NOR.3 Z° JOPENING O 356 _ • + _._ _ - - -- - Q _ - - -- ' DEP FL :352 05 ---------- - - - - -- - -- - - - -- - - - - -- - - - -- ----- - - - - -- - - - -- }-- - - - -�/ Q W _. 0.71X Lo (Z 352 _� _- - - c6 -� 352 -- - - - - -- L 46.73' PROPOSED WEST FLOWL/NE PROFI E 348 348 .5 �O ' I • � O O � II � II Q LOW POINT ELEV = 351.90 j� Q -- -- - - '• LOW PDINFS7i1 = T77543'° I I -- W------ - - - - -- ______----------- - - - - -- - - - - -- STA = 11 +5757 ELEV = 351.86 A.D. = 1.40 360' ���� ----Y------------ 1 360 O W O Z�II Ili O mil- + II O) N4• N ` /NG R- O ND ® EAST f LOW/NE O �sl 356 Qj I ' I _ �, i - + -- � - �O -F 356 - - - -- - -- - - - - -- - - - - -- ~K -- r� — — — - - -- - -- -- -- -- Q �° C �J N0. 067602 3, E Q EV 352 - o 0.20x �u sl IVI � �2oz 0.20%4. oJ5 j - 5 ------ - - _..... -0. o� _ ___ Z 9T �� 352 L= 47.52' 164 ��k1 PROPOSED EAS FLOWL /NE PROFILE g Q 348 NO II II E -------- - - - - -- ..- _ - _.�- - - - ----- -_ 48 II V� Z Q J CL UZ W z > �O�Q O���Z a�Z 0 QU ~O w w ac o-'t nrl, I H Z W U � a w� a N� Z W Ld XQ O < LL. U m O cD Co Ld w z � I.7 U C L C ^ W N IL O " O °a_ > W 0 0 z a J Z W CD z z Z Lu CL J 0 (7 Z z_C w Ill z a z w SHEET 6 OFD 11 s.. w r Z w o 3 0 a- of 0- Oj 1�1 mo I o 0 0 J _I I r- w W J O Z p Y O Z Q C-) a m ¢° 0 U Q O Q SHEET 6 OFD 11 s.. w r w o 3 m a- of 0- Oj 1�1 mo I o 0 0 J _I r- W J O Z p Y O Z C-) a m ¢° O U Q O Q SHEET 6 OFD 11 s.. O CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 4.50' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. O CONSTRUCT CASE 'A' WHEELCHAIR RAMP PER CURRENT CALTRANS STD. RSP A88A. O3 CONSTRUCT TYPE 'A" CATCH BASIN PER C.O.B. STD. D -14 (OPENING SIZE AS NOTED) ® CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. ST -17 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 -u- INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T -19 (TYPE AS NOTED) -C�)- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 -(2)- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 —6 "S— PROPOSED SEWER LINE (SIZE AS NOTED) ® PROPOSED SEWER MANHOLE QD PROPOSED STORM DRAIN MANHOLE - PROPOSED STORM DRAIN = =SD= EXISTING STORM DRAIN ' PROPOSED CATCH BASIN PT ' EXISTING CATCH BASIN 0 EXISTING SURVEY MONUMENT ENCASEMENT P.I. VERTICAL CURVE OR GRADE BREAK -i DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION i LEGEND O CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 5.50' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. O CONSTRUCT CASE 'A' WHEELCHAIR RAMP PER CURRENT CALTRANS STD. RSP A88A. 03 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D -14 (OPENING SIZE AS NOTED) ® CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. ST -7 O FUTURE TYPE "M" MEDIAN CURB TO BE CONSTRUCTED BY OTHERS (PER C.O.B. STD. ST -2). © EXCAVATE AND SAWCUT EXISTING PAVEMENT AS DIRECTED BY CITY ENGINEER. Q7 SAWCUT EXISTING PAVEMENT AS DIRECTED BY CITY ENGINEER. O 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 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. STD. ST -14 —6 "S— PROPOSED SEWER LINE (SIZE AS NOTED) Os PROPOSED SEWER MANHOLE OD PROPOSED STORM DRAIN MANHOLE -- PROPOSED STORM DRAIN = =SD= EXISTING STORM DRAIN v' PROPOSED CATCH BASIN PT ' EXISTING CATCH BASIN ® EXISTING SURVEY MONUMENT ENCASEMENT Q P.I. VERTICAL CURVE OR GRADE BREAK —i DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (0-60 %) EXISTING SLOPE ® REMOVE EXISTING SURFACE, PLACE 0.45' TYPE "B" AC OR PLACE 0.45' TYPE "A" AC WITH 0.50' AB AS DIRECTED BY CITY ENGINEER. EXISTING PAVEMENT TO REMIAN — SAWCUT LINE PROPOSED MASONRY WALL I I 0 20 40 80 ( IN FEET ) Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. 360 356 352 348 J lf1.= IUt UU. UU N. STA.= 16 +65.00 E. HOSKING AVENUE & W1BLE ROAD 120' R.OW-INE TAPER STA77ON OFFSET 12+70.00 64.00' L T. 12 +80.00 63.84' L T. 12 +90.00 63 37' L T. 13 +00.00 62.59' L T. 13+ 10.00 61.50' L T. 13 +20.00 60.25' L T. 13 +30.00 59.00' L T. 13 +40.00 5775' LT 13 +50.00 56.50' L T. 13 +60.00 55.4 1 ' L T. 13 +70.00 54.62' L T. 13 +80.00 54.16' L T. 13+90.00 54.00' L T. � 33 � �X / FLOWL/NE CURVE DATA Cl 4= 90170'00' R= 30.00' Ton = 30.15' L=4728' FAI 10 11 U m � W O 120' FLOWL/NE TAPER N � i � ~R aW O II p 3 m Lw 2 II ,EXISTING W Q W� c� z cr_ N PC o U •F v •r v v v •r v v v v o.. — sit - -- A �^ 4 ^� o �I N� of 35 0 a 0 g a p LLJ U °z I 3 I 36 ;!Sg a � 37 38 �� 39 °� 40 � a i-I m~ ~I QI N II II III III III q -�W1i Ei (n III - - -- - - - - -- - -- ----- - -I - -- FAI 10 11 U m � W O to N � i � ~R aW O II p 3 GROUND Lw 2 II ,EXISTING W Q W� c� z cr_ N o U •F v •r v v v •r v v v v o.. — sit - -- A 12 m O Ci �o o� � Ea Cr LAJ �o 0 Z 'I 0.45' TYPE "B" ASPHALT CONCRETE OVER m� 0.50' BASE MATERIAL OVER z� 1.60' NATIVE AT 95% MAX. REL. DENSITY WIBLE ROAD 13 W I v Q: CID O to 't i 0' �o ~R aW W 3 3 0 WEST FLOWL/NE m 2 II Z Jd F W� c� z cr_ N o U •F v •r v v v •r v v v v L= 120.00' TAPER Lo �o O o) � Q Q L � J � �W 15 16 PROPOSED WEST FLOKWE PROFILE 0.25% `6ky �1 € 3 O � Q � cj r ,� `' , I LLJ Z � 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 /Q�OFESS /ON\ T 9l o z C 64410 ° * Ex,. 6 -30 -15 \�,e OF I CA�\F i 9 REVISIONS APPROVED: Q2 1 MICHAEL T. WOOCr R.C.E. 64410 EXP. 06 -30 -15 DATE ,I • E � 1 MA IAN P. SHAW R.C.E. 32178 EXP. 12 -31 -14 D 17 360 356 352 m V z a LL U z zp�0 Cd Lo a W U p 1..E O a z � in � O J � .� U IL �. W w y i o � Io r- M(0 H z I W U CN 0 J z W � Q N Z wQ O Q LL_ U 0° o cr o r w� z [if U U7 N M OO � Z N (C) W N (.0 o " O rn= w > W 0 0 z Q J Z W IY Z_ Z z lu a J a. ® C7 z cr W W Z_ 0 Z W LLI O O 't U U aW W 3 3 `n Z Z Jd F W� c� z cr_ N o U O m m L0 m o a a i2 g a p LLJ U °z I 3 a a m o ¢ � o M � 1 N LLI O O 't U W 3 3 `n 0 � ° Ci O V) U O m m L0 m o a J O LLJ U °z 3 Ld L:i � m o ¢ in C) SHEET 8R OFD 12 '�;r— C,e�r�f O CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST -1 WITH 5.50' WIDE COMBINATION TYKE SIDEWALK PER C.O.B. STD. ST -3. O CONSTRUCT CASE 'A' WHEELCHAIR RAMP PER CURRENT CALTRANS STD. RSP A88A Q3 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D -14 (OPENING SIZE AS NOTED) ® CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. ST -7 0 €ARE TYPE "M" MEDIAN CURB (PER C.O.B. STD. ST -2). © SAWCUT EXISTING PAVEMENT AS REQUIRED BY CITY ENGINEER. Q7 FUTURE Tl-: "M" MEDIAN CURB TO BE CONSTRUCTED BY OTHERS (PER C.O.B. STD. ST -2). 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. -'u- INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T -19 (TYPE AS NOTED) -<ZD- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. -<E)- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14 -6 "S- PROPOSED SEWER LINE (SIZE AS NOTED) 0 PROPOSED SEWER MANHOLE QD PROPOSED STORM DRAIN MANHOLE - PROPOSED STORM DRAIN = =SD= EXISTING STORM DRAIN PROPOSED CATCH BASIN r EXISTING CATCH BASIN O EXISTING SURVEY MONUMENT ENCASEMENT Q P.I. VERTICAL CURVE OR GRADE BREAK DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (0.60%) EXISTING SLOPE EXISTING PAVEMENT PROPOSED MASONRY WALL N 0 20 ( IN FEET ) Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. Immm 27 U W h w Q o � \ II Q FLOWUNE CURVE DATA Cl C2 C3 C4 C5 A= 897455' A= 9045'05' J A= 09;3920' A= 01'02'30" R= 30.00' 0 � "litill � II Tan = 29.61' Ton = 30.40' Tan = 30.15' Tan =8.45' Tan = 13.64' 27 U W h w Q o � \ II Q FLOWUNE CURVE DATA Cl C2 C3 C4 C5 A= 897455' A= 9045'05' A= 9017000' A= 09;3920' A= 01'02'30" R= 30.00' R= 30.00' R= 30.00' R= 100.00' R= 1500.00' Tan = 29.61' Ton = 30.40' Tan = 30.15' Tan =8.45' Tan = 13.64' L= 46.73' L= 4752' L= 4728' L= 16.85' L= 27.27' SEE SHEET RIO GRAND Dfi 30' 30' 6 VE U m m � o w 10' 20' 20' 1 TRACT BOUNDARY 13+75.09 W 13 +85.09 5d 50' L T. Z2 . I II I 14 +05.09 55.17' L T. ' to d d J pw 52.15' L T. U (o ri "�"-h ZII It� II �;� �^ III' III 9p --- - - - - -- - G1 m INSTALL CTR 2' RAD. INSTALL #5 STA = 11 +07.38 PULLBOX ELEV = 354.22 I STA = 11 +59.51 8.95' L T. BEGIN RADIUS a 5 ELEV = 354.28 _ �...�. STA.= 10 +00.00 E./ w � STA 77ON OFFSET w 61.00' L T. 13 +65.09 TRACT BOUNDARY 13+75.09 59.85' L T. 13 +85.09 5d 50' L T. Q;� C� 56.83' L T. 14 +05.09 55.17' L T. 14 +15.09 WD �w J pw 52.15' L T. 14 +35.09 51.32' L T. ZII It� II �;� �^ III' III 9p ac m(o W$ W -ci W^ �U t i tR / Of i'n r Lo c 90' FLOWUNE TAPER W m Z e W of w N' 29 N 30 0* J o 31 -� a " � Q � II S he Gi 9Q 90 94 Ci N ) STA = 12 +75.00 C7R 2' RAD. BEGIN RADIUS STA = 11+60.89 ELEV = 354.34 8.92' L T. s\ 12 +00 - 1\ 13 +00 + -- STA.= 10 +00.00 N. �\ w 2� STA.= 11 +54.99 E. HOSKING AVENUE Q+ & RIO GRAND DRIVEN Q 13(0 S 14 +00 w \o 0.45' TYPE "B" ASPHALT CONCRETE OVER 0.50' BASE MATERIAL OVER 1.60' NATIVE AT 95% MAX. REL. DENSITY SKING AVET 90' fiOMUNE TAPER STA 77ON OFFSET 13+5509 61.00' L T. 13 +65.09 60.68' L T. 13+75.09 59.85' L T. 13 +85.09 5d 50' L T. 13 +95.09 56.83' L T. 14 +05.09 55.17' L T. 14 +15.09 53.50' L T. 14 +25.09 52.15' L T. 14 +35.09 51.32' L T. 14 +45.09 51.00' L T. 32 o % uq \w INSTALL #5 PULLBOX SEE SHEET 8 KIBLE ROAD 1 STOP ©SAWCUT UNE �o ss s 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 FLOWLINE STATIONING. 3. FOR X- SECTION SEE SHEET 2 FOR DETAILS STA.= 10 +00.00 N. STA.= 16 +65.00 E. CL HOSKING AVENUE & WI,BLE ROAD Z Q J IL W Z 0 � Z CA Lo OCl)QZ az � 0 _j o o w w Cr CO ED n� rn� I Q� U N J zo- w CD Of X W m 0 0 r- 0 LL LL Lr) ~ N C4 �p cV 0 r- _ Cn � z W W Q z a z 1) H U F- z U H z w 0 J W W D z Q J z } w cc n Co z Z z Q J LL z w cn 1 0 r- 3 Cr w \m u I 17' n EL 0 0- OJ \ m0 1 u') 0 En 33 o� 0 N 0 ailz J J Q / Of C2 INSTALL #5 PULLBOX SEE SHEET 8 KIBLE ROAD 1 STOP ©SAWCUT UNE �o ss s 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 FLOWLINE STATIONING. 3. FOR X- SECTION SEE SHEET 2 FOR DETAILS STA.= 10 +00.00 N. STA.= 16 +65.00 E. CL HOSKING AVENUE & WI,BLE ROAD Z Q J IL W Z 0 � Z CA Lo OCl)QZ az � 0 _j o o w w Cr CO ED n� rn� I Q� U N J zo- w CD Of X W m 0 0 r- 0 LL LL Lr) ~ N C4 �p cV 0 r- _ Cn � z W W Q z a z 1) H U F- z U H z w 0 J W W D z Q J z } w cc n Co z Z z Q J LL z w cn w 0 r- 3 Cr w n EL 0 0- OJ \ m0 1 u') 0 vi 0 N 0 ailz J J 0O 0 Of r Ld 0 J G !R > 0 v Gj a -Now OF 1 w 0 r- 3 Cr w Z) ID EL 0 0- OJ \ m0 1 u') 0 0 N 0 N J J 0O 0 r 0 J G > 3 v Gj LU U CL -< Q, Q a -Now OF 1 LEGEND & DEFINI TIONS 1� 12" WHITE LIMIT LINES USING THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICATION PTH- 02ALKYD. 0 BETAILIT38AHANS (INSIDE LANE LINES PER CAL TRAS 38 (OUNSIDE LANE DRD SPECIFICATIONS D LINE). 03 WHITE TYPE IV (R) ARROW PER STATE SPECIFICATIONS. Q ® WHITE TYPE IV (L) ARROW PER STATE SPECIFICATIONS. © WHITE TYPE 1 (10) ARROW PER STATE SPECIFICATIONS. 7� CHANNELIZERS TO BE RIGID BASE "PLASTIC REPRO DELINEATOR POST" BY WESTERN HIGHWAYS (800- 422 -4420) OR APPROVED EQUAL WITH REFLECTIVE SURFACE FACING ONCOMING TRAFFIC. ® 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 LANELINE SKIP STRIPE PER DETAIL 11 OF STATE SPECS. 4" DOUBLE YELLOW NO PASSING CENTERLINE W/ REFLECTIVE MARKERS PER DETAIL 22 OF STATE SPECS. 1� 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 (PING PER o R1 -1 STOP (HIGH INTENSITY) R3 -5R R3 -7 RIGHT TURN RIGHT LANE ONLY MUST TURN RIGHT R4 -7 KEEP RIGHT OF MEDIAN (GRAPHIC) R5 -1 R6 -1 DO NOT ENTER ONE WAY ARROW (GRAPHIC) W3 -1 STOP AHEAD (GRAPHIC) R26 (CA) 18 "x26" NO PARKING TYPE 0 (CA) REFLECTIVE OBJECT MARKER NOTE: SIGN NUMBERS OTHERWISE INDICATED ARE FEDERAL BY CODES UNLESS (CA). (CA) INDICATES CALIFORNIA CODES. CONSTRUCTION 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' 1 4' 10' DETAIL 39-J �^ PAVEMENT MA RKI PAVEMENT MAR (WHITE) PE ANDARD (WHITE) PLAN 4C BIKE LANE PAVEMENT MARKING DETAIL I � W U > j wI° Ca � Q 3' GRAPHIC SCALE 40 0 20 40 80 I ( IN FEET ) 1 inch = 40 ft. L.5 Z.0 �I N OT A PART NOT A PART PP TO BE REMOVED o � o 2 0 m N U II INSTALL OMl -3� INSTALL R26 PP TO BE REMOVED -- j Rs7Ar INSTALL Rl -1 ST( (HIGH INTENSITY) T RA C r 6 411, J 411, R26 rl NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PR EC-1 SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FC k APPROVAL 10 DAYS PRIOR TO PAVING. /i\ j 110v y — FUTURE IMPROVEMENT., BY OTHERS � � W (PING PER o C T NU. T2K247 FOR HOSKING AVE, > m DA. C < �a N ooi Q INSTALL R4 -7 R3 -5R 2 i STA. 22 +15.10 W oca7197 7 R26 rl NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PR EC-1 SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FC k APPROVAL 10 DAYS PRIOR TO PAVING. /i\ j 110v y — FUTURE IMPROVEMENT., BY OTHERS � � W I i I �i I II I I � I� I 3 I STA. = 10 +00.00 N. STA.= 16 +65.00 E. t HOSK/NG AVENUE & W1BLE ROAD V1 O o^ j m � II f� STA 7 +80.13 4 PAINT MEDIAN END = BEGIN 11 N YELLOW, AS DIRECTED BY CITY ENGINEER. .. .... - —... N... ST EX. R IPE TO BE REMOVED V, h 0 2 Q �m �{ INSTALL R26 (CA) Ln r = 20 +10.10 N. I I I Jay.= '�r�o.�� CT BOUNDARY TRACT BOUNDARY (PING PER CITY OF BAKERSFIELD P RD C T NU. T2K247 FOR HOSKING AVE, N m DA. C N O T N ooi Q 2 + W tV N �f m �ZZ I i I �i I II I I � I� I 3 I STA. = 10 +00.00 N. STA.= 16 +65.00 E. t HOSK/NG AVENUE & W1BLE ROAD V1 O o^ j m � II f� STA 7 +80.13 4 PAINT MEDIAN END = BEGIN 11 N YELLOW, AS DIRECTED BY CITY ENGINEER. .. .... - —... N... ST EX. R IPE TO BE REMOVED V, h 0 2 Q �m �{ INSTALL R26 (CA) Ln r = 20 +10.10 N. I I I Jay.= '�r�o.�� CT BOUNDARY TRACT BOUNDARY INSTALL R26 (CA) - � 't.0 't.0 T R -r 16zf 5% INSTALL I W3 -1 NOT A PART NOT A PART 0 E BOXESEMOVED O O -4- EDGE LINE TO BE REMOVED DO 18 I ` a TRACT 6 it 5 ii \ INSTALL R26 (CA) $ ; INSTALL Rl -1 STOP INSTALL R26 (CA) (HIGH INTENSITY) / �o \ INSTALL R26 (CA) INSTALL R26 (CA) INSTALL R26 (CA) / -- -- iv t� MEDIAN PER TRACT 2 11 EP 1 6454 STREET PLANS a = 10 +00.00 N. ifl � � N ._.. _..- .N .. — _ -..... �_ _� TSTA 16 +11.00 I STA. — _ _ . N END 8 STA 16 +65 00 E EX. STRIPE TO BE REMOVED 8 - AVENUE _ C HOSKING A VEN ..... - _. _ & K1BLE ROAD 8 `-4 R4 -7 l -TYPE 0 (CA) -- - - - -- R 2 . - _ . ..� ... __l .3 +� ..... ....W...... I - r 16 +00 R =1 7 OD 4 9 +0 11 +00 .g+ -- - - -- -- - - -- -- .. ,s,._...�.,......w.{.= -, . + <:.. 2 TYPE 0 (CA) EX. STRIPE TO BE REMOVED RKINGS MARKINGS ....... .. ...... .... .... .... ..... _ R5 -1 TO BE REMOVED A ._ ......... _ _ .. __ _ _...... OVED .. .......... .......... --------- ......... 2 �`' 1 LX PAVt'�ENT MA STA.= 10 +00.00 E. ' TRACT BOUNDARY STA.= 10 +00.00 N. �► A.= 11+ 4.99 _ ------- &ROG /RANDORUVF - - ---- - - - - -- - - - -- -- - - - - -- - - - -- - o - = :. EP 1 v. o Qo N 2 L Lo N Q© .:...::::::...... Co+ cn HOSKING A REVI SIONS APPROVED: 0 1 _ 160 i y C 401 4 i _. - — - - - - - - -- - -- -- - L. BERGAM E. 48142 EXP. 06 -30 -14 DATE SANDRA MA IAN P. SHAW R.C.E. 32178 EXP. 12 -31 -14 DATE 0 c N 2 m W NOTE: WEST BOUND APPROACH S (PING PER CITY OF BAKERSFIELD P RD C T NU. T2K247 FOR HOSKING AVE, N N DA. N INSTALL R26 (CA) - � 't.0 't.0 T R -r 16zf 5% INSTALL I W3 -1 NOT A PART NOT A PART 0 E BOXESEMOVED O O -4- EDGE LINE TO BE REMOVED DO 18 I ` a TRACT 6 it 5 ii \ INSTALL R26 (CA) $ ; INSTALL Rl -1 STOP INSTALL R26 (CA) (HIGH INTENSITY) / �o \ INSTALL R26 (CA) INSTALL R26 (CA) INSTALL R26 (CA) / -- -- iv t� MEDIAN PER TRACT 2 11 EP 1 6454 STREET PLANS a = 10 +00.00 N. ifl � � N ._.. _..- .N .. — _ -..... �_ _� TSTA 16 +11.00 I STA. — _ _ . N END 8 STA 16 +65 00 E EX. STRIPE TO BE REMOVED 8 - AVENUE _ C HOSKING A VEN ..... - _. _ & K1BLE ROAD 8 `-4 R4 -7 l -TYPE 0 (CA) -- - - - -- R 2 . - _ . ..� ... __l .3 +� ..... ....W...... I - r 16 +00 R =1 7 OD 4 9 +0 11 +00 .g+ -- - - -- -- - - -- -- .. ,s,._...�.,......w.{.= -, . + <:.. 2 TYPE 0 (CA) EX. STRIPE TO BE REMOVED RKINGS MARKINGS ....... .. ...... .... .... .... ..... _ R5 -1 TO BE REMOVED A ._ ......... _ _ .. __ _ _...... OVED .. .......... .......... --------- ......... 2 �`' 1 LX PAVt'�ENT MA STA.= 10 +00.00 E. ' TRACT BOUNDARY STA.= 10 +00.00 N. �► A.= 11+ 4.99 _ ------- &ROG /RANDORUVF - - ---- - - - - -- - - - -- -- - - - - -- - - - -- - o - = :. EP 1 v. o Qo N 2 L Lo N Q© .:...::::::...... Co+ cn HOSKING A REVI SIONS APPROVED: 0 1 _ 160 i y C 401 4 i _. - — - - - - - - -- - -- -- - L. BERGAM E. 48142 EXP. 06 -30 -14 DATE SANDRA MA IAN P. SHAW R.C.E. 32178 EXP. 12 -31 -14 DATE 0 c N 2 m W NOTE: WEST BOUND APPROACH S (PING PER CITY OF BAKERSFIELD P RD C T NU. T2K247 FOR HOSKING AVE, E AT W1BLE ROAD AND CURRENT ADD DA. J& W Z > Q ` � z 'Z Z 'd- c0 Lo 0 W q�T .1 � p 0 Z Q Z Q� o CL Z Z W I 0 J 1 V ♦ W a� QM W U N w � (7 o^ z z w cn Q z ll�x U w Q< F- 0 F- o co F-- z w� O Of ,� U � N Z C w N cD :2 N (D a_ O O J � Z w Q_ w j o z Q J U Z w m M U Z z z Lu a J a. O z Fr w w z z w o (.D LLF W CL m ? � >I - :z O N I= z Y W CD J I -Co = w �' o zd O U� W O W w O N p m I U m CD ►L o v Li p O ~ Q w ° o Y V H 00 en cOWi7 .i a o Lj - r7 o � J :2 m tl-) u4 3 W 0 0 o I O W W N C m m N d Q U) Ui Oro N U1 m i; j N m Cl ww> o L0 Z Y O Z I SHEET 11R OF= 12R l `� S,4 I I I I ��\ ,::,. t ...............:..:;... �............:. ...............- .........f�.... _J \ �� lI + - - -il I. I I CONSTRUCTION NOTES: F LOCARON OF STANDARDS SHALL BE 4'[1.22M] MINIMUM BETWEEN FACE OF THE POLE AND THE FLOWUNE, OR 5'[1.5M] BEHIND FLOWUNE WHERE APPLICABLE, OR AS DIRECTED BY THE ENGINEER AT St 7E. GENERAL NOTES: 1. ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED BY THE CONTRACTOR TO THE WASTEWATER PLANT 42 AT MT. VERNON AVENUE SOUTH OF HWY.. 58, CONTACT THE CITYS ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326 -3152. 2. ALL UTILITY LOCA77ONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY VARIOUS U7ILITY COMPANIES. RNAL RESPONSIBILITY FOR LOCATING U77LITIES IN 7HE FIELD IS THE CONTRACTOR. i REMOVE AND RELOCATE EX. 1 -A SIGNAL LIGHT POLE r I I' PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR K OWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1- 800 - 642 -2444 ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE COUNTY ENGINEER. SANDRA L. BERGAM R.C.E. 48142 EXP. 06 -30 -14 DATE REVISIONS APPROVED: Q 2.2 ?•�3 S NDRA L. kRGKM R.C.E. 48142 EXP. 06 -30 -14 DATE c MARIAN P. SHAW EXP. 12-31-14 990 ESSSN Cr C 48142 7° civ �TEOF CA GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 'D a- z O w 0 o� r-r)r- rncD z I LLA U W 0 w 3 Z W Q LL- a O W W<x Z O LLJ U _ i z Q --� w m O Irr rwz N N vj-co Co w� z U O- J 0; ui .D C ^ �= °6z< W 2 N (L Q —� n • s m Q) Q_ > �zUL.Li Q (D QO U �I LL U� LL Q z O w 0 o� r-r)r- rncD Z' I LLA U W 0 w 3 Z W Q LL- a O W W<x Z O LLJ U _ i 0 Q U m O Irr m (A N N F- cD Co w� z U N U) o .D C ^ Z N � W 2 N (L O O n • s J W Q) Q_ > If n z Z Q J Z W 3 2 z Z z lu a J p� vz W W z a 42*K w Z W x i N V) W 0 0 3 Cr fr a N a O W M \ U _ i 0 m co J N c: L0 0 3 Cr fr 0 04 N a O W W \ U a_ m m co Q vi m (A N N F1 } p� O m o W � o Z Y O Z N � SHEET 80 12R OF- 12R