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6.1-1833
ESTIMATED OUANRT/ES. NOT TO BE USED FOR BIDDING PURPOSES. OLD RIVER ROAD 11—FU OUANTl1Y LENGTH OF ARTERIAL STREET 838 LF A.C. PAVEMENT (0.45) 1, 410 TONS CLASS If AGGREGATE BASE 1.55 2,4J5 CY CURB AND GU77ER 592 LF MEDIAN CURB 1680 LF SIDEWALK ,3260 SF CROSS -GUTTERS AT DRIVEWAYS 1685 SF BOMMNITE STAMPED CONCRETE MEDIAN SURFACE 3, 600 SF STRIPING 815 LF LANE LINES (CAL1NNS DETAIL 9) 3,660 LF LEFT TURN LANE LINE CALTNNS DETAIL 38 715 LF RIGHT TURN LANE LINE CALTRANS DETAIL 38 210 LF GORE STRIPING C4L7RANS DETAIL 384 1,200 LF BICYCLE LANE UNE PER CALTRANS DETAIL 39 1 125 LF BIKE LANE - 2YM CH PERSON J EA BIKE LANE ARROW 3 EA LEFT TURN ARROW CALTRANS TYPE IV L ARROW 16 EA RIGHT TURN ARROW C N4AS TYPE IV R ARROW 2 FA MERGE LEFT ARROW CALTRANS TYPE Vl (a ARROW 2 FA CROSSWALK STRIPING 480 LF SIGNS 1 EA CALTRANS TYPE R5-1 2 EA CAL TRANS TYPE "R6 -1R" 2 EA CALTRANS TYPE 'wR9-Jv 2 EA CALTRANS TYPE R26 CA 6 EA CALTRANS TYPE SW24-2 CA 4 EA CALTRANS TYPE SW24-3 CA 4 EA CAL TRANS TYPE SR4-1 CA 4 EA CALTRANS TYPE S4-2 1 EA CAL TRANS TYPE S5-3 3 EA CALTRANS TYPE W9-1 1 EA CALTRANS TYPE W4-2 1 EA STREET NAME SIGNS 2 EA TRUNCATED DOMES 62 SF CORNER RAMPS 1470 SF SAWCUT 1,110 LF C.O.B. TYPE A' 3.5' OPENING CATCH BASIN 2 EA STREET LIGHTS 1 EA TRAFFIC SIGNAL INTERCONNECT 800 LF . go HT„ OIJANTITY LENGTH OF COLLECTOR STREET 1,348 LF A.C. PAVEMENT 030 1, 095 TONS CLASS 11 AGGREGATE BASE 1.00 1,835 CY CURB AND GUTTER 1095 LF SIDEWALK 5,995 SF CROSS -GUTTERS AT DRIVEWAYS 1, 950 SF STRIPING LANE LINES CALTRANS DETAIL 9 2,600 LF LEFT 7URN LANE LINE CALTRANS DETAIL 38 815 LF RIGHT TURN LANE LINE CALTRANS DETAIL 38 455 LF CENTER DMD/NG LINE CALTRANS DETAIL 22 200 LF TWO-WAY MEDIAN LINES CALTRANS DETAIL 32 1,955 LF LEFT TURN ARROW CALTRANS TYPE IV L ARROW 6 EA RIGHT 7URN ARROW CALTRANS TYPE IVR ARROW 4 EA CROSSWALK STRIPING 485 LF SIGNS CALTRANS TYPE R26 CA 10 EA CALTRANS TYPE W9-1 1 EA CkTRANS TYPE W4-2 1 EA TRUNCATED DOMES 50 SF CORNER RAMPS 1 185 SF S4WCUT 350 LF C.O.B. TYPE A 3.5 OPENING CATCH BASIN 2 FA STREET LIGHTS 3 FA TRAFFIC SIGNAL INTERCONNECT 1,365 LF REGIONAL TRANSPORTATION IMPACT FEE (RTIF) BOUNDARY FOR 1347 L.F. FOR ONE ADDITIONAL NORTHBOUND TRAFFIC LANE TO PANAMA LANE __ PEX SEPAR, ''PLAN- ecc WE PLAN SCALE 1 " = 250' PANAMA LANE ENGINEER'S STA TEMENT THESE PLANS AND SPECIFICATIONS HERE PREPARED BY ME OR UNDER MY DIREC770N, AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPL Y WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRI7FR/A; AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, OR DESIGN CRITERIA ENCOUN7FRED DURING CONSTRUCON SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMI770 TO THE CITY ENGINEER. PRC c WHITE PLANZ 4 13 18 17 16 15 14 132[ FPA4 )JECT ;1TE 19 0 20 21 RD 2 23 FA ANAMA LANE 1-12 4 0 25 3029 28 0 27 0 0 26 McCUTC ]HEN ROAD 25 V2;�§ 35 36 36 1 33 34 TAFT HW PANAMA McKPU KINB 1 o1 RI R 5 119-1 CE TER1 a 2 o CURNOW Q . � � o 127 g� 10 11 12 W To m 0 1716 ,; 13 18 - 15 14 13__- WC/N77Y MAP N. T.S. APPROVED BY ROBERT T. SWANSON DA TE LEGEND: R.C.E. 43032 (EXP. 03/31/20) ABBREW4A TIONS.• (E) EXIS77NG EXIS77NG FIRE HYDRANT 4 TYR TYPICAL FD. FOUND EXIS77NG POWER POLE -� APPROVED BY- PUBLIC WORKS D/REC TOR DA TE BK. BOOK NICOLAS FIDLER PG. PAGE C.O.K. COUNTY OF KERN <_:` EXISTING STREET LIGHT R. C. E. 61069 (EXP. 12131118) C.O.B. CITY OF BAKERSFIELD CONC CONCREIF - A. C. ASPHAL T PA VEMENT FOUND MONUMENT FG FINISH GRADE .. «. j EP EDGE OF PA VEMENT EXIS77NG TRAFFIC SIGN TC TOP OF CURB REVIEWED BY ASSISTANT PUBLIC WORKS DIRECTOR DATEFL FLON2/NE E' STUART J. PA TTESON FF FINISHED FLOOR PROPOSED FIRE HYDRANT TRACT 6359 - R.C.E. 44898 (EXP. 03/31/20) FP FINISHED PAD I 7P TOP OF PAVEMENT GB GRADE BREAK T PROPOSED 7RAFFlC SIGN *Mom.. EXIS77NG S7REET LIGHT AND NUMBER REVIEWED BY.• TRAFFIC ENGINEER DATE-c�-#63003 PROPOSED STREET LIGHT AND NUMBER RYAN STARBUCK Ql CURVE NUMBER O1 TAPER NUMBER SHEET INDEX �1 CONSTRUCTION NOIF STOI -STREET IMPROVEMENT PLANS -COVER SHEET ST02 - BERKSHIRE ROAD STREET CONSTRUCTION PLANS ST03 - OLD RIVER ROAD STREET CONSTRUC770N PLANS ST04 - S7REET CROSS SECT/ONS :r. EXISTING STORM DRAIN UNE ST05 -STREET IMPROVEMENT PLAN NOTES & DETAILS ST06 - BERKSHIRE ROAD STRIP/NG PLAN ........................................ r ,; ........................EXISTING FIBER OP11C UNE ST07 - OLD RIVER ROAD STRIPING PLAN ST08 - OLD RIVER ROAD STRIPING PLAN EXIS77NG WATER UNE ......................................... lAi........................................... TRACT 6359 STO9 - OLD RIVER ROAD & BERKSHIRE ROAD STRIPING PLAN - - - ST10 - SCHOOL ZONE SIGNAGE EXIS77NG SEWER LINE _....... - ..... _.._....................__......... ........... ..... .... EXISTING GAS UNE '` ................................. X ......................................... EXIS77NG FENCEL/NE BENCHMARK - EXIS77NG ELEC7R/C UNE TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND { :: EXIS77NG OVERHEAD ELEC7RlC UNE THE NORTH BOUNDARY OF 7R4CT MAP NO. 6359, PHASE -2. M •—••—••—••—••- EXIS77NG PROPERTY LINE ELEVA77ON = 344.54 (U. S. G. S. DATUM PER TR -6359-2 IMPROVEMENT PLANS) - - - - EXISTING RIGHT -OF -WA Y ANUST TRACT 6825 STREET IMPROVMENT PLAN ELEVA77ONS -0.13 TO MATCH GRADE ELEVA77ONS FOR THIS PROJECT. THE ADJUSTMENT FACTOR HAS BEEN -.._....._ ....... ....... .....-__...._........... _-_. _ EXISTING CURB & GUT T5R CONSIDERED IN THE DESIGN OF THESE PLANS. EXIS77NG GRAPEVINES BASISOF BEARINGSSD PROPOSED STORM DRAIN UNE THE BEARING OF NOO'33'50"E BEING THE EAST UNE OF THE SE 1/4 S� OF SEC77ON 30 T30S., R.27E., M.D.M. ALSO BEING THE CENTERLINE 1��c�0 PROPOSED DESIGN ELEVAIIOU OF OLD RIVER ROAD WAS TAKEN AS THE 84SIS OF BEARINGS SHOWN gg• HEREON I CAL TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE v r► LE GA L DESCRIPTION CAL TRANS TYPE Vll ARROW LEFT BEING A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SE00N 30, T.30S., R.27E. M.D.M. CAL7RANS TYPE V ARROW LEFT NEW TRAFFIC SIGNS APN "Rl-1" 541-010-10 RI -STOP "R3-7" - RIGHT LANE MUST TURN RIGHT R5-1 - 00 NOT 07ER ........ .......... "R6 -1R" - ONE WAY, RIGHT UTILITYNOTE "R9-3" - NO PEDESTRIAN CROSSING SYMBOL NOT ALL 1177LI77ES WERE LOCATED BY THIS SURVEY AND SWANSON "R81(CA)" - BIKE LANE ENGINEERING, INC. ASSUMES NO RESPONSIBILITY FOR UNDERGROUND "R818(CA)" - END UI7Ll17ES OR FACILMES NOT SHOWN OR FOR INFORAM77ON OBTAINED "R26(C4)" - NO PARKING ANY 77ME FROM OUTSIDE SOURCES. "SW24-1(C4)" ASSEMBLY A - SCHOOL ZONE "SW24-2(CA)" ASSEMBLY B - SCHOOL ZONE "SW24-3(C4)" SCHOOL CROSS/NG AHEAD "SR4-1(CA)" ASSEMBLY C - SCHOOL SPEED UMIT SIGN N "S5-3" - END SCHOOL SPEED LIMIT "W3-1 " - STOP AHEAD "W4-2" - LANE ENDS MERGE LEFT "W9-1 " - RIGHT LANE ENDS 7W74(C4)" - THRU TRAFFIC MERGE LEFT NEW S7RIPING- SEE PLAN FOR CAL TRANS DETAIL -------------- SAWCUT BOMAN17E STAMPED CONCRETE Ln BERKSHIRE ROAD - 0.30' AC/ 1.00' CL 11 AGG BASE/ 1.25' N477VE COMPACTED TO 95% ............. :::::::::::: OLD RIVER ROAD - 0.45' AC/ 1.55' CL 11 AGG BASE/ ............. 0.60' NATIVE COMPACTED TO 95% SCALE: 1" = 250' 250 125 0 250 500 CITY RECORDS NO. 6.1-1833 m v W Z Z W 00 N rn W Q O Q_ ka W Q) 4 Z m Q O h � � O -, m �-- . '� N 11 11 II 11 11 II it it II II 8 II Q � it II � it I) II II II � II II O � 11 II cOp � O e� 6 I` 6- 6- � 6- 26 � V � t\ ,� - ►� I.. h: ` � �, ice. 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PROPOSED e .- m i , !:! i i T �� w y w Q I � I PROPOSED STREET LIGHT PER SIDEWALK AND HALF STREET PER o I TRACT �, q <:.:..:q O O 0 APPROVED STREET IMPROVEMENT APPROVED STREET IMPROVEMENT PLANS j ! ; _i 2 l,, i i I , !. c,, �' - - i PLANS FOR 7RACT 6825 FOR TRACT 6825 6916 i \ ,il _ _ W ! RACT 6825 ' :a .. ,x :-_.._...... _ .... o�Q Z �, T � C � Q Q- it \ r/ ` 9�.\. d I ._._...__..._... ......_.- _ ..1_ �n i \............-._ _............................::::::::::::::::::... ........._.................. ......._-........ .._.._ _ ... _...... _.__. __..... ' r _• \ m _ _........__..... -._ _. _ ... _ _..... �._... ,� TRACT �8.�5 � \ _ _ �_...___-__ .____--._,�.�.... �...� r. �:x- _ _... _ _ __ -- _ _ - -- -- - -- -- 1 ,... _.._.__... ___ _ . __......._ _ _. _._...... , .:. _ _.. _ _n . Q - ... �._........... .. _......ate. _._ ,, �.................._......._.........................................._..._............................•-. ..._..... �� v . . L ............. ..._................_ ..... ..._ -. •._. ......_ _ . ...._ � NT IN ' ...�_ KCS ONU _ . _-.- i ..�_.. - 4 w �\ LAMPHOLE PER N0. I (E) CURB, GUTTER, SIDEWALK AND �_ _ w I �` (E) EDGE OF PA VFMENT ' i ` 1 OF MAPS, KERN CO N�Y (D i HALF STREET PER TRACT 6916 �� `� N 8.9179'07' 1347.60' � } � 19100 20 ,..__. 21+00 22100 23+00 24100 251 0 26+00 27100 28+00 29+00 30+00 31+00 32+00 - 33+00 34+00_ - - _._._ _ _. ! ogr ! '� 1 >I 1 A i �. '. M TH y.. I �' W T AND A C SA CU.)... ,. �Y. . . �. .:....................... , .......... :k a�,. . w :.::. .0 I. �. v . :,:.e.A1 :; :( 1I. P M T '�i.s�ii, . A AVE EN �e E A.f. 7. t �. .': . 3A TAN MATCH .: :. S WCU D I 2 �c :i ERKSH r ''. ``rte!E. , R.O ... D'.'.'•'•'•'• : J'. , `, . F UL'T 2 w1.A.. PA NT /'....".-...:'P.'.' : , .:' E C V0ME 6 %. ( r. N 1 :S EE L Y <•' -- - --. - , -- _ _ - %., 8 �... :n. r 6 �' ,IC +I� IC: .I . ;� 4 I i E 6> N LS 8 .IC f{! C _ ...................................................... iC 7R'! YY _2 l 8 •_E I t {C � _ IC 1 A 45.53 s _ ; . ELE c. , tt; , � t . ., •rc c L J h.. _ j �' --- - - 6025X ----____-- - _ R� _ 4 - - W R C 218086 6 _ P DO i R E � .1�• 5 - _ 1 G F # 5 t w. Y c Y G W v _ %3, tf 7' .t 71F RCP � 31 %�Q L'- Q •, r I Fi. afr RC{ 2 % 5 Q :471Y� s, I R/W PER DOC#218086196 :: . , , Y. '�:. r .•y. � . .�.� i .. 1 0--- i 0 : .':'. .::. I ...1 I >::.: I ;... 1 , I ....i 1 1 1 i I ...1 1 1..... IL_`_... I -J �_ 1 �1 -L::.:.:<:. 7. .,. -• '•�7v',. ... i. -..... .. .� .1 :.- YW R DOC 218086 96. -, N PARK/NG o .. ./ # 0 . ,:.. ... �... cure ccunr r�O1� I. I I , I 1.. i .:.: L .. I _.... 1 _. I, i I _ i ....► . I .. _.. I. _ .i _....i ....I _.. I ,..,1...: I / I: I .::::I L. -.:::.I ..._.L..<� A . � �QT( ( ' � A �r!I I� • .....'• ..,... � R/W PFR--'3���\ ._ .. t r � � � I 352 350 348 346 344 342 340 338 19+00 20+00 I .. . ................... � ........... I .... . ............. ................ ............. . .................... ............................. � . . .. ............... � ......... . .. . . . . ..................... . ... . ....... t� c� .. t� , t:� t� t� . -.... . ...................... . � ..... . .... I ..... ................ I ........................ I - ------ - * I 010� N ..... O Nw--t� ...... O O --- ----------------------------------- ------------------------ - --- --------------------------------- I ........... II. -I.",*,*""*",*****"" -"""""",-,Ill'-",-"""* I ..............- I 3�! 9 � .:: �13 9 9 E i C I i i I ��� I I ... . ........ I I I I i Q Q j{j Q Q 7 Q D I � I 3 .......................................................................................................................................................................................................................... . 21100 22+00 \ 23100 24+00 25+00 v * M' 0 � o--; W � O , CQ �i � -� wo �v � v ,W- Z� ,R V.. _��� �' j11 z jog mr_ fio.��� ��g- 0.259� N ,'_. N - rI..: , ... be t§ - I., , d of �,' 'Y � �� - � --- -- . ,int""' I 11 ,- �, DETAIL A DRIVE APPROACH SLOPE DETAIL SCALE 1 " = 30' �,4 3Q I cc II N �: 11 F. II 6- INC 11 6- 11 � _......... � �. NN CIA, °° °° °° NN �� v v - ------ " , 1. .... V 1U t4.: m a Q4: ,........ I �v v4: :t � O ,� - BERKSHIRE ROAD STREET CONSTRUCTION PLAN 160 ,ONO mom I I I � , .: ... �^� m �N g 001'41'50' �� ,� o�? NO -t-�� c 30.00' NN 29.12' Q 46 01' N� OOOi I .: ._..'. NN N N O NN N N C11 eV 30.00' hh N N 29.85' hh N N -- �h N N -�� SCALE.- 1 - 50 HORIZONTAL m y tnQi �QQ �U)� - - 4 3 I �::I y. ::r:�' .... ......ac VQQ C�u(n(n --- --- ..................... _...._...._.. : 352 350 348 346 344 342 340 338 19+00 20+00 I .. . ................... � ........... I .... . ............. ................ ............. . .................... ............................. � . . .. ............... � ......... . .. . . . . ..................... . ... . ....... t� c� .. t� , t:� t� t� . -.... . ...................... . � ..... . .... I ..... ................ I ........................ I - ------ - * I 010� N ..... O Nw--t� ...... O O --- ----------------------------------- ------------------------ - --- --------------------------------- I ........... II. -I.",*,*""*",*****"" -"""""",-,Ill'-",-"""* I ..............- I 3�! 9 � .:: �13 9 9 E i C I i i I ��� I I ... . ........ I I I I i Q Q j{j Q Q 7 Q D I � I 3 .......................................................................................................................................................................................................................... . 21100 22+00 \ 23100 24+00 25+00 v * M' 0 � o--; W � O , CQ �i � -� wo �v � v ,W- Z� ,R V.. _��� �' j11 z jog mr_ fio.��� ��g- 0.259� N ,'_. N - rI..: , ... be t§ - I., , d of �,' 'Y � �� - � --- -- . ,int""' I 11 ,- �, DETAIL A DRIVE APPROACH SLOPE DETAIL SCALE 1 " = 30' �,4 Z C14- m N �: "PROPOS WEST 1 . _ N_. _. N v......_ _......... cd CIA, °° 4z 1'" = 5' VERTICAL v v �� 1Uw �vw Jwww tot 1U t4.: •............................ Q4: ,........ I �v v4: � .� ow T.I. = 6.0 R = 11 I:z \ 160 ,ONO mom I I I 30.00' N f 47.12' N? 27+00 �^� m �N AI � • 001'41'50' �� - NO -t-�� c 30.00' NN 29.12' NN 46 01' N� - OOOi C10 44.43' NN N N O NN N N C11 �� N N 30.00' hh N N 29.85' hh N N I O �h N N i ' - . �'ee W tnQi �QQ �U)� - - 4 3 I QQ VQQ C�u(n(n --- --- ..................... _...._...._.. V QQ (nen V m ;� ;� (ncn ! � o. 5x - E 0 = 5 (r) (n 346 I_ � W N � 0 o Z ccc "eJy N NOTE 95.1; COMPACTION FOR FULL PAVEMENT SECTION TO AT LEAST 1.0 FT UNDER O I N I C) co o M W J44 AND EACH SIDE OF CROSS -GUTTERS AND DRIVE APPROACHES 352 350 348 346 344 342 340 338 19+00 20+00 I .. . ................... � ........... I .... . ............. ................ ............. . .................... ............................. � . . .. ............... � ......... . .. . . . . ..................... . ... . ....... t� c� .. t� , t:� t� t� . -.... . ...................... . � ..... . .... I ..... ................ I ........................ I - ------ - * I 010� N ..... O Nw--t� ...... O O --- ----------------------------------- ------------------------ - --- --------------------------------- I ........... II. -I.",*,*""*",*****"" -"""""",-,Ill'-",-"""* I ..............- I 3�! 9 � .:: �13 9 9 E i C I i i I ��� I I ... . ........ I I I I i Q Q j{j Q Q 7 Q D I � I 3 .......................................................................................................................................................................................................................... . 21100 22+00 \ 23100 24+00 25+00 v * M' 0 � o--; W � O , CQ �i � -� wo �v � v ,W- Z� ,R V.. _��� �' j11 z jog mr_ fio.��� ��g- 0.259� N ,'_. N - rI..: , ... be t§ - I., , d of �,' 'Y � �� - � --- -- . ,int""' I 11 ,- �, DETAIL A DRIVE APPROACH SLOPE DETAIL SCALE 1 " = 30' �,4 N �--4 N �: "PROPOS WEST 1 . _ N_. _. N v......_ _......... ........... r C2 1 " = 5' VERTICAL v v 045:3423" 8.40' m tot _ •............................ 15.17' ,........ I 100' VER17X CURVE ' w I.................... - , O►� i.. Qo I. : : �Q� W : W I i : APPROXII" (Ej GROUND AT ENTFR1lNE�_ I i - -- - -I- - - -j--- --i-_ i0._31x N Length N �: "PROPOS WEST 1 . _ N_. _. N v......_ _......... ........... 0 R..........._................................................................................................................................. C2 1 " = 5' VERTICAL v v 045:3423" 8.40' T.I. - 6.0 R - 11 `` i ............ _..... •............................ 15.17' ,........ I ! I ............................. �..................................._.........................,.............................. .LT;!,-*-*---* ! i - Q Q I:z \ i N \ i s I I I 30.00' 26+00 47.12' 30.00' 27+00 30.00' i0._31x N Length N �: BERKSHIRE R OAD - PROFILE Tangent Cl 15.91' '" SCALE 1 = 50' HORIZONTAL � N 8.40' C2 1 " = 5' VERTICAL v v 045:3423" 8.40' T.I. - 6.0 R - 11 -8 -8 m m 100.00' m 59 o 15.17' � � � 30.11' i - 01775107" O O�j Www N z-8 Zs 30.00' 090470'00" 30.00' C6 47.12' 30.00' w- a w°I'w� 30.00' nF5W +may 44.43' AI � • 001'41'50' O NOO V ;5 NO -t-�� c _ �•- 1- , , ,_ (!f DETAIL B DRIVE APPROACH SLOPE DETAIL SCALE 1 " = 30' Curve Table Curve / Length Radius Delta Tangent Cl 15.91' 20.00' 0459423" 8.40' C2 15.91' 20.00' 045:3423" 8.40' C3 30.11' 100.00' 01775107" 15.17' C4 30.11' 100.00' 01775107" 15.17' C5 47.12' 30.00' 090470'00" 30.00' C6 47.12' 30.00' 090170'00" 30.00' 07 44.43' 1500.00' 001'41'50' 22.22' C8 46.24' 30.00' 08878'10" 29.12' C9 46 01' 30.00' 091'41'50" 30.90' C10 44.43' 150000' 001'41'50" 22.22' C11 46.98' 30.00' 089'42'57" 29.85' �J .................. .....................................................................................................--....................................................................................................�.1............................................................ ...........................................................................................................................................................................................-.....................................................................................- �, I ...... a W ............................................ o �J ....K,....----..-....................................................................................................................................................._._..... I r{ 352 i I ..�.. ? '; ; �� O^�� • �� J o ; I ' i w�� ; ,i ; i " : ': 1% ... , ...:.1 ...:.1.....:.. .... � i I I 4 :.:. . . .:. ....:.. 0 -..................................,.................................................... v o F.,;, 4. :: :. i.'.... : .................. .. N ...... ............................. ,........ :I; 1. .............................i 50 . z .. ! AT CENT _ RUNE m y Q i z 5 ; ,. �'....... '•I• .... r ... i SEE SHEET ST03 - OLD RIVER ROAD �J .................. .....................................................................................................--....................................................................................................�.1............................................................ ...........................................................................................................................................................................................-.....................................................................................- �, I ........... I 29 a W ............................................ o �J ....K,....----..-....................................................................................................................................................._._..... I r{ 352 i I i ? '; ; �� O^�� • �� (�� = ; I ' i w�� ; �Q '�� W �h '� I 1 i I I ji I .................................................................................................................... C6 0 -..................................,.................................................... v o i ��� ............ .............................................................................................................................................................................................................................._!....................................1. o LJLJ 0j .................. .. N ...... ............................. ,........ .. ........................... .............................i 50 . z ' I NEW FlHISH GRAD£ ! AT CENT _ RUNE m y Q i z 5 ; n I i m� z W w �" cj)�-- Q i I I. 11 co I........................................................................1....................................4..................................,....................................t......................................................................I................................................................................................................................................:................................ I i Ii. ......................:..........I......... I i � --1-.` ............................. �--- i ' - �... 1-.. I i ! ............................. -- - - 4 3 I .................. ........ ....... _.................. --- --- ..................... _...._...._.. ......... ..........._... f - -- - ! � o. 5x - E 0 = 5 �-� 346 I_ � 0.25X N � 0 o Z ccc "eJy N Q J O I N I C) co o M W J44 w O U 0 0-44 � . �' I I . I is 4 J42 Cn ani Q.4 v V a M \ a \ M ! : o _..... _..... ......... 340 101-1 _...._.......... _.................... _........................ _...._................. I .......................... i i i I .............. i : I I i : i I ! i I I i i I i i ! ! 338 29+00 30+00 31+00 32+00 33+00 34+00 CONSTRUCTION NO1FS• Ol CORNER RAMP PER CITY OF BAKERSFIELD PROPOSED STANDARD DETAIL ST -10 CASE A" (CAL TRANS STANDARD RSP A88,4). Q DRIVE APPROACH PER CITY OF 84KERSRELD PROPOSED STANDARD DETAIL ST -3. Q TYPE A" CATCH BASIN PER CITY OF WERSFIELD PROPOSED STANDARD DETAIL D-14. 0 STREET LIGHT PER CITY OF 84KERSFIELD PROPOSED STANDARD DETAILS ST -23, ST -24, AND ST -25. 5D MAFFIC SIGNAL INTERCONNECT & PULL BOXES PER CITY OF BAK£RSFIELD PROPOSED STANDARD DETAILS T-34. TYPE "B" CURB AND GUTTER PER CITY OF 84KERSRELD PROPOSED STANDARD ST -1 O7 5.5' WIDE COMBIM77ON SIDEWALK PER CITY OF BAKERSRELD STANDARD S-3 Q8 TYPE "M" MEDIAN CURB PER CITY OF BAKERSRELD PROPOSED STANDARD ST -2 (D STAMPED CONCRETE /N MEDIAN PER CITY OF 34KERSRELD PROPOSED STANDARD L-12 NN X11 �: cj:) �4 3 4 (4 a: m Z P -- --Z )--j L1J �1 �4 OV U w d$ C6 0 0-4 LJLJ 0j W z 1- . z Q U ps z W P4 � , O cj)�-- Q � o co 0� V J c N N'\' W 0 z 0 g4 rn 0 = 5 cn Q - N a Z N � 0 o Z ccc "eJy N Q J :he C) co o M W w O U 0 0-44 � is Cn ani Q.4 v V �o o o r T .� 101-1 z � Zi O © I I I I I I I CITY RECORDS NO. 6.1-1833 cj:) �4 3 4 (4 a: ,e Z P -- --Z )--j L1J �1 �4 OV U w d$ C) 0 0-4 LJLJ 0j W z 1- Q U ps ... 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I ; I I , .. ... _.--.-.. ., ,,,. , ., , , ., n , , , :: ,,, ,.w , , , „ ,vn,,. , x,,,,, , v , :7777 `�-'�:�. : ::::. ... . . ..:: . : 7:777:._:: :7777 .:::7::777.::., f f .. ......... .. ........ 7777 .. 7 , . - .. .. ... .,.... .. .. .. 7 77 7 7777 ... 7777 7777. R �� TRAC 6359 _ r� ... : I I . �, : rte,, q `\ - .. r'- } T Q : : / T TRA T ? 43 :: �_- _ �' I z : r _ /w ,�\ \ �<;l ` S . 1. : I e r ' r� p � � I I L I I I i - : ,I I q � I R Q Ii: � q � � I � I �' j I 1 ; ; . q ,� L : L �� ��; I . . � �; . 1, , 1. f, a �L . I Ii � + � I � ,V 1� r"i r'1 I � --I-f ,� ,� L : :},y T I . . : ��,:;: L, - ;I ,. I . q , 1� I r`I : _ _ �\1� � , >I � � w ;1, :W `1 1 g r j i +C i 1 . �: . . ,-� � li� ,+�, ,_-,-� !_�� I.� . ,C, w w6i I O c� o^ O c� o c� 0 c� cn 4. U N O N ;i Curve Table Curve Table ���� �� �� �� is -S �� ,a �� �� ��� �� (� t3'? �iry wv WV �`' 4�V Wv� Wv� WV WVW � W WOW wvw WVW �`'� WVW ��°; '' I l: W1. �� cp� �� �� N� N o �^ C9 ^'1 c� '7 b O b N �G.. ; Curve / Length Radius Delta Tangent Curve # Length Radius Delta Tangent .,. 4 0 0 �-,� �,- �' o, �, �' -* N 2- ' Q o o �+ ", � ao � �, o o! Q M, Q cg• w �R w �� w �� W W ^h W ^� w •, w � - 0) w �°? w N� W �� w �^ w �^ � � � Cll 46.98 30.00 089 42 57 29.85 C21 1.32 2.00 0375615 0.69 oI I a: .�' �' `� cpmLIA: co ^'1 c,i w t� N� cir N►� c� N►� w ":N: :z I ; �h: ::: w wet. ` hq � w Z � "� w� "•! w h ^n w h "� w W 2 R' �' � �' ;: 1! : C12 46.98 30.00 089 42 57 29.85 C22 1.44 2.00 04108 37 0.75 Q Q Q � � Q Q Q 6 Q ; ` Q Q � Q � J Q 6 � Q � ` Q 61 � Q � Q '1 `� Q '� `J` Q '� `� Q '� `� 4 cn 4 cn W cL cn w cn W 4. cn w Q cn w cn w w cn W Cl cn 4. cn w a cn w w cn w w cn w w cn w a cn w C13 47.27' 30.00' 09077'03" 30.15' C23 41.27' 60.00'' 0392428" 21.49' ,' " OLD RIVER ROAD - STREET CONSTRUCTION PLAN I H : : I : ; C14 27.27' 1500.00' 00102'30" 13.64 C24 3.14 1.00 18000 00 /NFINI TY � '� I: :: : SCALE- 1 = 50 HORIZONTAL �' : C15 30.95' 20.00' 088 40 27" 19.54' C25 6.08' 200' 17477'26" 40.11 ' 1 � = 5' VERTICAL �� C16 31.88' 20.00' 09179'33" 20.47 C26 6.28' 2.00' 180'00'00" /NEIN/TY T.4 = 9.0 R = 14 NOTE 95X COMPACTION FOR FULL PAVEMENT SECTION TO AT LEAST 1.0 FT UNDER C17 I 2727T150000' 00102;30" 13.64' AND EACH SIDE OF CROSS -GUTTERS AND DRIVE APPROACHES. 352 350 348 346 344 342 340 u q STA TION OFFSET FROM q ELEVA TION 24+08.43 7.00' RT 345.36 EP 24+15.93 6.81'RT 345.38 EP 24+23.43 6.26' R 345.41 EP 24+30.93 5.31' RT• 345.45 EP 24+38.43 4.00'RT 345.50 EP 24+53.43 1.00'RT 345.60 EP 24+68.43 2.00' L T• 345.69 EP 24+75.93 3.31' L T. 345.73 EP 24+83.43 4.26' L T. 345.77 EP 24+90.93 4.81' LT 345.80 EP 24+98.43 5.00' L T. 345.86 EP v v STA. 26+36.51 F.L. vvv I If V vl I I I vi --%3v I 11 vlf II`LM Ainauei C*i ntl/ ;,d,d 97 t7 CYMI c. !" - Gn' u11o1711A/rAI DEPRESSED F.L. ELEV. 345.05 FL q STA TION OFFSET FROM q ELEVA LION 29+01.58 000'RT 346.57 EP 29+09.08 0.21' L T. 346.56 EP 29+16.60 0.81 ' L T. 346.55 EP 29+24.12 1.83' L T. 346.53 EP 29+31.65 3.25' L T. 346.51 EP 29+46.72 6.50' L T 346.50 EP 29+61.79 9.75' L T. 346.50 EP 29+69.32 11.17' L T. ' 346.49 EP 29+76.82 12.19' L T 346.49 EP 29+84.34 12.79' L T• 346.48 EP 29+91.85 13.00' L T. 346.48 EP q STA TION OFFSET FROM f` ELEVA 77ON 29+57.18 11.00'RT 346.38 EP 29+67.18 10.68' R 346.42 EP 29+77.18 9.76' RT 346.48 EP 29+87.18 8.18' RT 346.60 EP 29+97.18 6.00' RT. 346.67 EP 30+17.18 1.00' RT 346.79 EP 30+37.18 4.00' L T 346.94 EP 30+47.18 6.18' L T• 346.97 EP 30+57.18 7.76' L T. 347.00 EP 30+67.18 8.68' L T. 347.03 EP 30+77.18 9.00' L T. 347.06 EP 352 350 348 346 344 342 340 ,rv,.,rrr. 1.+.. a. F. wl-.�. , L JUMLL. I - JV "VIIILVIVIML . DEPRESSED F.L. EL &. 344.10 FL 1 m = 5' VERTICAL T.l. = 9.0 R = 14 � N 4zS P� o z;t rQ N, C o o � �Q o� o SCALE: 1" = 50' v V v k v .r 2 v ^' V. v r -u o moi. �� ^ �h h �h � w 4 �� � 50 25 0 50 100 O '3 w �N oii ^7 N N �N k O� n� (oN o '� _ '� o " o ``' "' o '� °° of 0 °° _ N p _2 � zt - " mft V o m -.i v = ,i ..,f 2 \i _i V - .,.i ) v 2 ,.i � ,i �1C� vV 2-J VV C:5 06 j Ca� VNN V IVU VV R1 VV �V aj vV VV oN VV m VV Zv C,Z j p N V �� j :..� j^ o eco j �"_ �N 6 w � V N j ti. of o�p "i "p 00, c�; C' 0 0 o v o N �f• c,; o! V of co c, 1* 6 Q 0$ d�- �o o o h w h v� o w o ,, v- �r roj 2 co rM � �! co nj v co,� o � ; � N" �"s C4, ^ ; ^ � ^ ~ o � � � o! 1� � N � RELOCATE STREET � ;' 8 R, � c% iE N � 3 o- A ., � �, � cd N rte'. o rte•. o r.'. N N = cv O W STREET LIGHT (�) \ 5o Q o Q / ( NAME SIGN TO Q m � ti � � � m m ti � W ti � , aw n �, iu n � BEHIND SIDEWALK (n -rSHRE ROAD . ... ., _, _ :: 7.7`77 ` R I SEE SHEET ST02 BE F3 .LL V J , 11 I k <p. :, IV L U o , _ iJ- -7777 .. .: b . . _ �' \ : - 4 ,7777 -4- t r I w C \ T � _:�_ �. TRC C ,� T A U ict I y S e+ � 6- MP a I r i` •r''� - r N. v Y OCU t r. f- ✓A D f f,1- w r ^ ____j � �, 7777.. 4 J w 7 �. 777;7. I _W r , a R !T Ot/A Y PFR ,. : �. 1. ST Lr..T - c� . - :c N I ,, - r OPER U E �. ti - :i )) :r. i X LOC'AT OF` NO PARKING' Y 713f572 O.R.OFl P v. U2U. .+ .:. _T -� D P 'S •i r DOC ,. E END l ENC . GH SC z �s sCH 4o c HOOL C - �S r - i ,J - ! n 8" _ "� t - r � r. h AL <.. WA - L I r` `�- r , � I D- 1 ,c; (E� S j _._ T RG 1. <- x a rr - _ zsq SYGN (TYP. =r<: _ t`� lRRIGA 1TON SLEEVES , , <>.. » ,. _� . �s . e . e ..naaaw . . m . - ....ww . � -X- . w -. .. - ::`. I �b - - _ f,} v 11 T ` ` w - UOi,. is J U2U7U�P, 43 _ /// r X 1.- OCA r IG J Jr x>: �•.. 5 g AP , 0 tr o . • o 7777_.. _........ __...___ _.. 7777.. ..- �:. __. __,:...... . _ ..�.. .:-_..__.✓,_-_ti,.._...,..,__ _-7-777. ,: _ -. o. O 7777,,-, . ,.• ------- .. -. - •7777, I _ / 1 �._. �! ,,_:.,, 7777__ -•- , 7777. .: < ,,: ' ' - H I � : �• C r. : /, - T P 86196 +... /l ! }}, , 777:7 5 t 1 a _� s .,, � 7777..., , .. ^ • ' • _-. . . 7777 �......., . ,........ # z .. . _ .. r 7:77,7 _ . ! , t ..> • ... I ,. .p. . :,.: ., „__., __ _ , 7777 . .. , S • , - ... • � ..,.: .: .,. : •^' 7777 7777. .. .. .. i I'C ,j IG- J kG'. J O _ ._ . . 7777 .. 7:777.. .._ _.. _ ,7777. ,. , 7777, .�:..,., _.,,. 7777,. , _ .. 7777... ., 77::77. ._ 7777... .. , .,„,. _ .. , , , ,,:_ ..�V,.__-.__-__._....._-7777«._..___. ..,.._.�...�, } _ `�-:: i ; ;-77...7-....7.... _...........................................................................I.................. r'-, 1 _.............................................. .- } ........._................... .......-7777.. :............................................._. r. f' ......................_..-..-..-._-7777_ ^=..i n C� h F\', J F' r �� . (., r C, �i ' ( i r-� i,•, i` I' , I t : : _.«_. ..7.777.7777_....... ................... _.._..___..._._.._.._......_._. 7777.-.-7777... _....._._.- _. 7777..-7777 _._....._..._.......... ., r r-, G .. - .-._.........-. .................7777..-..................................-.........-.-..-........ r ............._7777-...-....................._ - .....-._...._- -7777.. ...........»........... _ .................._.-7777_.-_._._....... .-.-._. .-.. .__ 7777.. ......... 7777.. ...-..-..-.. 7777.-..-7777. _.................... t .. .._._..-7777«._............................................-..-..........._..-7777 7777._ 7«777.. t. --..-..-..-7777.-...._..-..-7777-.-.._ .........................._ t .. ........ -_-. -� 7777..- .__ ... 7777 _. .-7777.. 7777.._ :: ...>t;, �, 1. 7777 7777_ .......- 777;,7.. .. t: v : ! �: v �. �� v v t: v v .� �� v v .............................._-.,7777 7777. -.-77-77 ...�-.--.....-7777.-....-T....._� ! - F. __ :_ : : _ : _T»- ,7777 :,-. --7777. . -�........_`. _. 7777 I __._'._._ _ r,_ .,� 7777.. I -�-_.- 7777_ .. ...._.._ ... 7777 ........_..._.... - _..---- _._ -'- _ - _ •-�� _-..,,..w._� _____...,.....•. ...,.:.,... 7777... , ..,. ,.,.......... 77--77 _ r..._.._, _• _-,_,_ 7777_ -. .. ....._.... .. - 7777. - 7777._ 15 , 7777. 7777. 7777 _. ---... 7,:777,:, . , ,,,...._.:.,.M.,..,,,,,,,,..,,.,, -•._..._._. 7777_. -._. .. 7777 '."-.-- ..-_ ... - '_,^•-7-777 - -7777_._ _�.,-.. 7777 » .._ 7777-7777 __. __ �..._.._----- � � .. �: :, . , 777:7:.:. ....:......::. ---7777__- ._-•x-:�::-7777-........___-7777. _..._...-7777 .-7777.-.._ ...-7777-... 7777._. ._. 7777 _ _. ;,.� : � :....:.....::...�-..-:.,.:>.,,.�.-.�,.-�.„z:.•,�..•-:.�.._-r_...,�.--._._.._._.__.� _.�.�::A.-���P-:,«.. .. « - -- _ ... 777,7 , : _ -7--777 -7,777 ..-. 7777.. _......_ ...... .......7777.. 7777..-.. 7777... ..,-,..•-__ ... I • i _�..,.... 777,7___ 7777__. , T _� - _ 7777 _ « ..................-.................. _.. _........_.....- 7777.-... - ...........-_ _ ._. _. _ ./ I '.,. 7777 7777.. 7777. ... ... ........ i: ., I CONSTRUCTION NOTES. O CORNER RAMP PER CITY OF BAKERSRELD PROPOSED STANDARD DETAIL ST -10 CASE A" (CALMWS STANDARD RSP A88A). 9\ DRIVE APPROACH PER CITY OF BAKERSFIELD PROPOSED STANDARD DETAIL ST -3. Q.3 TYPE i " CATCH BASIN PER CITY OF BAKERSFIELD PROPOSED STANDARD DETAIL D-14. STREET LIGHT PER CITY OF BAKERSFIELD PROPOSED STANDARD DETAILS ST -23, ST -24, AND ST -25. O5 TRAFFIC SIGNAL INTERCONNECT & PULL BOXES PER C/TY OF BAKERSFIELD PROPOSED STANDARD DETAILS T-34. 0 TYPE "B" CURB AND GUTTER PER CITY OF B4KERSRTELO PROPOSED STANDARD ST -1 Q7 5.5' WIDE COMBINATION SIDEWALK PER CITY OF BAKERSRTELD STANDARD S-3 /` TYPE "M" MEDIAN CURB PER07Y OF BAKERSFIELD PROPOSED STANDARD ST -2 O STAMPED CONCRETE /N MEDIAN PER CITY OF 84KERSRELD PROPOSED STANDARD L-12 �� � �� O o . '� 2 2 v' �� �� Z �` O� �� +� P N � V �� � ..._ _ _ I TR CT 7243 Q z .,�. : : : � , . � . . 1 ! � . � :�� 1 :� �. -� ��,,1 i'J I : � � I'll '. z , T I ,-- 2I-- �__ 6- r!� I-- Z 2 2 � &,�l 1�_ �__ 6- 6 - PC oN �� N �Z -� h h cncoh 0^ 0� ^ V ^ [' q �, v CJ VV V C, VV � VV V UV W VV m �. � F W �O ,*N v^ j �^ V �� �^ NN N� m N� Az N 8 N"' N� k N V N"' V N L', � �� �� W _ �, W �, w Q W Z Q� cn W Q cn w .i cn w cn w ai cn w v cn as cn w cn (.)i OLD RIVER ROAD - MEDIAN DETAIL PLAN SCALE.• 1' = 50' HORIZONTAL 1 " = 5' VERTICAL T.I. = 9.0 R = 14 %_ . 1 •L 'v r , r (\; v 17'; 0 - � u �, w L 4 times fp' - .'1.- �u � V \ � �z f -n r-' r . zzt- 4`l g , h j h US 0 ,V: - cb C;ooQR vv Q C v-. co Z2 V-- ^ vIn -v �^ ^^ 6- h 3 N^ cc�_ 4� h0 *0 N N ;' N ^7 ;�� W� � W�� O ^j cn w 4i cn m cn w OLD RIVER ROAD - MEDIAN DETAIL PLAN SCALE.• 1' = 50' HORIZONTAL 1 " = 5' VERTICAL T.I. = 9.0 R = 14 %_ . 1 •L 'v r , r (\; v 17'; 0 - � u �, w L 4 times fp' - .'1.- �u � V 0 z m 9z o o a N O O 2 (� 4 _ cd N ._ of cn - _ g -S Q v i Q. , -i �i V Hca CS mC J � � t1z Z'� , W _ ^N * o o j 0 N 'N N O ^j o .QZQw Ntjr N � N ZN �ll w y^� o. + � 0 � ,N,3 ,;� �v � m �� Q � (n Qv tq - � OLD RIVER ROAD - MEDIAN DETAIL PLAN SCALE.• 1' = 50' HORIZONTAL 1 " = 5' VERTICAL T.I. = 9.0 R = 14 %_ . 1 •L 'v r , r (\; v 17'; 0 - � u �, w L 4 times fp' - .'1.- �u � V 6.1-1833 m v W Z W 0o N n rn Q o� Fl 0 W %o O ti CO Z Q m o 4 6.1-1833 R1,W RIW RIW RIW 90$ PROPOSED R1W 125$ PER DOC1218066196 -4 1 1 Z 2 550 70" 45' 450 I I I I J z 1 �' 61' J4 340 NEW BOMMME MEDIAN SURFACE 7' 91 REMOVE (E) CURB 32 (E) TYPE M 35' MEDIAN CURB AND MATCH FLUSH WITH ......... 1.5X-2.5% 29 2% CQJ (TO REMAIN) EX/ST/NG A C. PAVEMENT ............ --- - --------------- - ----- .................... -------- T ------ ................... ............. ......... NEW 5.5' COMB/NATION SIDEWALK ---------- ---------- --------- ........ . .................... ....... ............................. ------- ------- ------------ -------- ......... --- ... ..... . ..... -------- ............ ................. ------ - ------------ (E) COMB/NATION ....... ---------- - -------------- ........... (E) COMBINATION SIDEWALK Da SIDEWALK I NEW TYPE M 0.45' TYPE A'A.C. '0ou FUTURE COMBINATION SIDEWALK 030' TYPE A' AC. NEW CURB & GU77ER (E) CURB & GUTTER MEDIAN CURB 1.55' CLASS # AGG BASE COMPACTED TO 95X (E) PAVEMENT SEC77ON (E) CURB & Gunb? (E) CURB & GUT7FR 1.00' CLASS # AGG. 84SE COMPACTED TO 95X (E) PAVEMENT SECTION 0.60' NATIVE COMPACTED TO 95X 1.25' NATIVE COMPACTED TO 95X (E) PAVEMENT SECTION SECTION A-A� BERKSHIRE ROAD SECTION E -E.- OLD RIVER ROAD T.J. = 60 R = 11 STATION RANGE = 120+24.02 TO 10491.44 SCALE 1" = 10' TI = 9.0 R = 14 STATION f24+78.00 SCALE1 = 10' RIW RIV RIW RIW 140' 90, PROPOSED RIW PER D001218086196 70 70 O 45' 52 61' J4' J4' CL -2,.5X .... ......... 1.5U -25X Ax ON -WE A C. PA 06' NEW 80MANflF MEDAN SURFACE 7' -------------- ------ ...... --------------- .................................. ................ .......... --------- 77 1.01 P- _`muc: NEW 55' COMBIM77ON SIDEWALK AT DRIVEWAY 5# /10� S4 WOUT AND M4 TCH f Z USH M EDGE OF PAVEMENT EXISTING AC PAVEMENT 07ZIRE COMB/NATION SIDEWALK _�y 1.9&-3.6X 1.5%-25X,. 1 - ------------------------------ (E) CURB & 07TER 0,30' UE A'A.C. NEW CURB & GUTTER 1.00' CLASS # AGG. 84SE COMPACTED TO 95X -- .............................................. .......... ...... ....................................... I -------- ........... ........ .................. ------- 1-1-1111 ----------------------------------------- -- -------------- --------- --------------------------------- - -- ................... ...... .... -------- --------------- ...... - - - - - - - - - - - -------------- ------ .......................... Y::1.:pl. ........ .................................... .................. .......... .... ......... . . -------- ................. --------------- .....____.... --------------- Z COMB TION ......................... (E) PAVEMENT SECTION 1.25' NATIVE COMPACTED TO 95X _ ....................................... . ...... 12' WIDE CROSS`- 0.45' UE A'A.C. SIDEWALK AT DRIVEWAY 1.55' CLASS AGG BASE COMPAC70 TO 95X 0.45' TYPE A' AC. (E) PAVEMENT SECTION (E) CURB & 07TER 0.60' NATIVE COMPACTED TO 95X 1.55' CLASS // AGG. BASE COMPACTED TO 95X NEW TYPE Yl 0.60' NA77VE COMPAC70 TO 95X MEDIAN CURB SECTION B -B: BERKSHIREADRO SECTION E-F� OLD RIVER ROAD TI = 6.0 R = 11 STATION RANGE = 123+91.44 TO .426-A49.02 SCALE- 1 10, T.I. = 9.0 R = 14 STATION .4-25+56.58 SCALE- 1' = 10' PROPOSED RIW RIW R1W RIW PER DOC1218086196 117 1' 98.56' 58.6' 58.5' 46.49' 52.07' 6' 52.5' I 52.5' 35.49' 41.07' CC If I A 12" cl� 10, NEW 80MOME MEOW SURFACE 21.7' 5X-25% cj x Ix SA WCUT AND MATCH FLUSH WITH (E) EDGE OF PAVEMENT1.0. 46L7 EX/SLING AC. PAVEMENT I 5X -2.5X ------- ...... ............. ........ .. ........... ...................... - ------ ............ ....... . M 7 7ON SIDE WALK 2X I 2x 1.5X-2.5% ............ .......... ---------- ------- ........... . X ----------- -------- --- - 11 "K .......... FUTURE COM81AATION SIDEWALKJ ...... "N7 14"n ........... ... .......... ------ �"f i z in"I I, L: T ............ ----------------- 0 ...... .... NEW 000IM0N�l ------ ------------- (E) COM46IN4 TION O.JO' 7YPE A'A.C. NEW CURB & GOVER SIDEWALK (E) &CTION SIDEWALK (E) CURB & GUTTER NEW TYPE Y �0.45' A'A.C. 1.00' CLASS // AGG, MSE COMPACTED TO 95X NEW CURB & GU77ER UE (E) CURB & GUTTER �/' MEDIAN CURBS (E) PAVEMENT SECTION 1.25' NATIVE COMPACTED TO 95Z TYPE A A. C. 1.55' CLASS // AGG WE COMPACTED TO 95X 1.55' CLASS AGG 8CE COMPACTED TO 95X -------- a60` NATIVE COMPAC70 TO 95X 0,60' NATIVE COMPAC70 TO 95X SECTION C-0BERKSHIRE ROAD SECTION G -G: OLD RIVER ROAD T.I. = 60 R = 11 STA770N RANGE = 126+49.02 TO 1274-49.02 SCALE 1" = 10' Tl = 9.0 R = 14 STA770N 128+7500 SCALE 1 10' PROPOSED R1W RIW PER DOC1218086196 RIW RIW 1/0' 122.3' 60' 62.3' 49' 61' 6 54' 55.10' -118.5' cv) ' QQ 50P ----------- ..... ........ 1.5X-2.5% 112.6' 188' 13.15 -------------- ......... -- ---------- • L ........ L ---- ----- . ..... I ......................................... .................. ------------------------------- ---------- =!=.. ' -1:i . 1�55 9 l:_ il .............................................................. -----------!:.=.9 !A 'E T: VEXALK -------------------------------- 55' COM81hAflON 07ZIRE COMBINA77ON S) _-------------------- SIDEWALK S4 WCUT AND MATCH FLUSH WITH EXIS77NG (E EDGE OF PAVE NT )E ME A C. PA VEMENT E(IS77NG PA VEMENT TO BE REMOVED WEST OF S40CUT 21- ........... (E) CURB & GURER ajo' TYPE A'A.C. 1.00' CLASS # AGG. MSE COMPACTED TO NEW CURB & GUTTER 95X M-7 77777777 7 -- ------------------------- --------- -7 . ...... ------------ .......................... ............. ---------- I --------- I ------- ............. __ ------------ ---------------------- ------------- ---------- -- - -- ------ ------------- ------- (E) COMB/NATION NEW COM81MI70N ----------------------------------------- ----------- ....................... ------------------------------------------------------ (E) PAVEMENT SEC77ON 1.25' AA77VF COMPACTED TO 95X SIDEWALK rtpE m NEW 7YPE M SIDEWALK \�'__aO NEW CURB & GU777ER TYPE A'AC MEDIAN CURB MEDIAN CURB 0.45'7YPE A'AC (E) CURB & OU77ER 1.55' CLASS # AGG. 84SE COMPACTED TO 95X 1.55' CLASS // AGG LASE COMPACTED TO 95X 0.60' NATIVE COMPACTED TO 95X NEW 80MAWLE MEDIAN SURFACE 0.60' NATIVE COMPACTED TO 95X AND LANDSCAPE AREA SECTION D -D: BERKSHIRE ROAD SECTION H -H: OLD RIVER ROAD TI = 6.0 R = 11 STA77ON RANGE = 130+54.67 TO I32+6385 SCALE- I' = 10' T.I. = 9.0 R = 14 STATION 129+8320 SCALE- 1 10' RIW RIW lJop 60$ 70' til _ LZ 2X NEW COMBINATION SIDEWALK NEW CURB & GU77E? 54 NEW BOAMNff MEDIAN SURFACE (E) EDGE OF PAVEMENT-, 1.5%-2.5X 0.45' TYPE A' AC. 1.55' CLASS # AGG. BASE COMPACTED TO 95X 0.60' NATIVE COMPACTED TO 95X 1177' uf 98 1.5X =25X NEW TYPE M MEDIAN CURBS S001ff AND MATCH FLUSH WO EXISTING A C PAVEMENT ..................................... ................. ._ -------- ----------_--- ................. ---------------------------------------------------------------- . ..... ------------ ---------- ............... ................. ... ... .... --------------------------------------------------- . :::-. . ------------------ ........ ............ ........................... ------- ................ ............. --------------------- ---------- ------------------- ----------------- ............ -------- . ...... ..... ................... .......... ...... ------ ............... . .... . .... (E) COMB/NATION ---0.45' TYPE A'A.C. (E) PAVEMENT SEC770NSIDEWALK 1.55' CLASS # AGG. MSE COMPAC70 TO 95X (E) CURB & GURER 0.60' NATIVE COMPAC70 TO 95X , SECTION I -I OLD RIVER ROAD TI = 9.0 R = 14 STA770N 1.31+4500 SCALE 1 " = 10' CITY RECORDS NO. 6.1-1833 Z Qt: Z 6 ao Q O CL cn Q., 6.1-1833 GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, THESE DOCUMENTS SHALL BE MADE LATEST EDITION, AND STANDARDS PERTAINING THERETO. A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF THE PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. CALL 661-326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. SWANSON ENGINEERING, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN BASED ON AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS AND DEPTHS OF ALL UTILITIES PRIOR TO THE BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY, PRIOR TO ANY FURTHER WORK 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. IN. THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND IMPLEMENTATION OF THE EROSION, SEDIMENTATION & DUST CONTROL PLAN AND THE STORM WATER POLLUTION PREVENTION PLAN; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWING OR SPECIFICATIONS, HE SHALL SUBMIT A WRITTEN REQUEST TO THE ENGINEER FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID FOR THE PROJECT. 15. SWANSON ENGINEERING, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS., ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY SWANSON ENGINEERING, INC. 16. SEE GRADING, WATER, STORM -DRAIN AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. CITY OF BAKERSFIELD STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DRAWING ST -22. 3. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE FOR THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED FOR THE LOWER "R" VALUE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FEET BELOW FINISH GRADE ON LOCAL STREETS (1.5 FEET TO 2.5 FEET AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN NOT LESS THAN 90% RELATIVE COMPACTION FOR A MINIMUM DEPTH OF 1.0 FEET UNDERNEATH SIDEWALK AND CURB AND GUTTER. THE LOCATION OF TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. 8. ALL CONCRETE TO BE CLASS B, 5 SACK, 2 1/2 TO 5 1/2 SLUMP PER CITY STANDARDS. CEMENT SHALL BE TYPE II. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37 - BITUMINOUS SEALS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS SHALL BE MARKED WITH AN "S" STAMPED INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOWLINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET THE APPROVAL OF THE PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL. ROADSIDE SIGNS INSTALLED PER CITY STANDARD DRAWING T-19 SHALL BE LOCATED WITH THE SIDEWALK, 6 INCHES FROM BACK. 15. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 16. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT FIRE HYDRANT LOCATIONS PER FIRE DEPARTMENT REQUIREMENTS. CITY OF BAKERSFIELD ASPHALT CONCRETE PAVING NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 8 (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "PERFORMANCE GRADED ASPHALT BINDER" IN SECTION 92-1.02(8), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 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 PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% THE ASPHALT CONCRETE REPRESENTED BY THAT LOT OR MORE THAN 96% SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. 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 GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S- EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR AND LOCAL ROAD BEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 507. OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THESE MATERIALS -OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" ,(NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C380021 HAS BEEN ISSUED BY THE SATE WATER RESOURCES FOR THIS PROJECT. CITY OF BAKERSFIELD ADDITIONAL NOTES 1. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 3. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 4. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 5. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. 6. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444) 7. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES. 8. NOTE TO STAMP AN 'S' INTO CURB FACE OVER EACH SEWER LATERAL. 9. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 10. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 11. NOTE TO STAMP A "C" ON TOP OF CURB OR MEDIAN OVER EACH CONDUIT LOCATION. 12. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 13. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 14. INSTALL BLUE PAVEMENT MARKERS AT CENTERLINE OF ROAD FOR FIRE HYDRANT LOCATIONS. Cl TY OF BAKERSF/ELD STANDARD PLA TES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LA 7FST EDI TION THEREOF, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ® ST -1 CURB AND GUTTER (TYPE 'A ; "8" AND 'C') ❑ ST -17 WIDE CROSS-GU77FR ® ST -2 COMMERCIAL DRIVEWAY ® ST -18 MEDIAN CURBS (TYPE "M; "M--1AND 'M--2 ® ST -3 SIDEWALK ❑ ST -20 PRIVATE STREET GATES ❑ ST -4 RESIDENCE DRIIEWA Y ❑ ST -21 REFUSE CONTAINER PAD ❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ® ST -6 PAVEMENT PATCHES ® T-1 STREET SIGN, POST TYPE ❑ ST -7 CROSS -GUTTERS ® T-5 MAJOR COLLECTOR TRANSITION AT IN7FRSECTION WITH MAJOR ARTERIAL ❑ ST -8 26 INCH PART CIRCLE CUL VERT ® T-8 ONE -WA Y MEDIAN OPENING ❑ ST -9 STREET SPECIFICATIONS ❑ T-12 MINIMUM ACCESS DESIGN ® ST -10 STREET SECTIONS ❑ T-34 TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULL BOXES ❑ ST-IOA STREET SECTIONS ❑ D-10 SIDEWALK UNDERDRA/N ® ST -11 STREET CROSS SECTIONS ❑ D-11 DRAINAGE BASIN ❑ ST -12 ALLEY CROSS SECTION ® 0-14 CATCH -BASIN, TYPE "A" ® ST_ ii SURVEY MONUMENT ❑ D-15 CATCH -BASIN, TYPE "A-1' ® ST -14 STREETLIGHT, MAST ARM T)PE** ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNEC170N ❑ ST -15 CUL -DE --SACS ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ ST -16 STREET KNUCKLE W ##FIBERGLASS STREET LIGHTS NOT ALLOWED CAL TRANS STANDARD PLANS 1. THE FOLLOWING CAL TRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LA TEST EDI77ON THEREOF) CAL TRANS STD. PLAN DESCRIPTION ® RSP A 88 CURB RAMP DETAILS 6.1-1833 m U W Z C� W ao N M rn W 4 O Q 0 4 � O Z Q O 6.1-1833 I! ii ►J-- q CONDUIT STREET TRACT o �o i �� cc 6916 OR �� Io Qr) Q TPAr.T AR9-S .... . ......................... ................... - ... . . . ......... . . ...... ......... ................. ....... .. ......... .......... L ...................... .......... ......... ................... ..... .......... ........... . ..... ........... ..... ......... ......... ........................ �11�1��-- . ......... ......... ...................................... 99,4L 22 ........................ .................. . .......... " ..... .................... . ..... ................................ ........... ...................... - ........................... ........................................... ............. --,_ (E) DETAIL 22— -DET AIL 29 CC, °' i h f INTERSECTION OLD RIVER ROAD VOGEL WAY I*--,, Ill IRTA 2.,54.R70R rl �� EXISTING CURB & GURER STA. JJ*4745 C.L.CL. 11K f INTERSECTION VOGEL WAY (TRACT 6825 PLANS) 200$ 0 GORE OUTER LEFT TURN LANE INTERSSCRON OLD RIVER ROM A. 33*4745 C.L. L L TRAFFIC SIGNAL Sr TRAMC SIM PLANS)-7YP. .54+00 ...... .......... .. .......... .......... : \ -'(Y!. . ...... ......... ........... ... r .. ....... ........... ................ ................. I ......... ...... . ....... ........ ........ ....... .. ..... .. .............. ..... ..............TYPE Vll (L) ARROW ....... ... ... SIGNAL (SEE .......... ............ ............ ........ .......... . ....... . m. 9 ........... ........... . .... 7yp.) ...... . ...... ; .. , I.. MNAL;PLANS LI„! ......... ..71JRN- LA .. ....... ........ ..................... ............ ................. .... ....... ......... . .... ..... ........ ........ ....... ........ N :6 ............. W .1-1-1.1-1.1-1.1.*.,.1-1. - - - - - - - - - ....... '. ...... ....... .................. ........ T F- '-- (f) STRIPING DETAIL 3.9 TYPE IV (R) ARROW `—DETAIL38 7?PF IV (R) ARROW DETAIL 38--.,, GORE OUTER LEFT N� TURN LANE -------- 7;:--- (E) STRIP/NG DETAIL 29 DETAIL 3&4-'...... ...... .................... ......... (E) STRIPING DETAIL 22 TYPE k1l (L) ARROWTYPE Vll L ARROW "---DETM 9 (E) STRIPING DEM 39 (E) STRIPING DETAIL 32 BERKSHIRE ROAD - TEMPORARY STRIPING PLAN S6ALE.- I = 50' HORIZONTAL i' 5' VERTICAL SCALE: 1" = 50' 50 25 0 50 100 BERKSHIRE ROAD TEMPORARY STRIPING PLAN APPLIES BEFORE THE SOUTH SIDE OF BERKSHIRE ROAD IS CONSTRUCTED WEST OF THE PROJECT SITE. IIN...... II��VI...... I 11 54 cc 00 Q w w CS 0 z C) Z�Lcj z <C U LLJ C�z 0 a: N. - F— cj) 0 cc (!) u Q) o 1: rt C) o zooms 3:: -j rn "Noun 3: Iva - z - lot uj Dec c.��; Lc) O Q) W-4 q) Q) W o co c; Z: cl) 6.1-1833 cc Q w w 0 z C) z <C U C�z 0 a: F— cj) 0 cc (!) u ,U:jm.. o 1: rt C) o zooms 3:: -j "Noun 3: Iva - z - lot uj Dec c.��; Lc) Q) W-4 q) 6.1-1833 ................. i ............................................... ..................... ............ (E) U010 CURB TO REMAIN ...................... ..... ..... .J ------------------ - ------------------------ - -= - - -------- - -- - -------------- - - 14 ............................................... ........................................ INDEPENDENCE HIGH SCHOOL CAMPUS Lu uj cc Lu cl) 0 cc C-40 OLD RIVER ROAD - ULTIMATE STRIPING PLAN BIKE LANE SYMBOL & ARROW TO REMAIN (E) W IV (R) ARROW TO REMAIN (E) STRIPING DETAIL 39 TO REMAIN (E) STRIPING DUAL 38 TO REMAIN ........... ..... . ..... .......... ..... ........................... . ................. . ........... . ......... ----------------- ................. Z 00 & GUTTER O cc R nu ri. ,v+ool (E) TYPE IV (R) ARROW TO REMAIN BIKE LANE SYMBOL & ARROW TO REMAIN ............ . . ...... - ------------- Z DETAIL 22 TO REMAIN---% (E) STOP W TO BE REMOVED (E) rtff IV (R) ARROW TO BE REMOVED-, (E) SNIPING DETAIL .39 TO REMAIN As TRACT 6825 (E) MED/AN CURB TO REMAIN---- (£) STRIPING DETAIL 39 TO REMAIN W(f) CURB & GUTTER ----- 7 ------- (E) STOP MR TO BE REMOVED TRACT 6359 (E) STOP TEXT TO BE REMOVED''; (E) TYPE IV (R) ARROW TO BE REMOVED,',,, al (f) STRIPING DETAIL, J9A TO REMAIN (E) WHfl E GORE LINES' TO BE REMOVED (7)P.) 12' WIDE YELLOW CROSSWALK STRIPING 1-(E) CURB & GUTTER .......... .....%...... So ............. A� r-___ "ftST_1Wh DHAII .18 `57RIPING DETAIt JM S7R1P1AG_aL7A4t J9 - .6 DETAIL 9 F- "—DEETAIL J8,,,, �UNL 38 ! (E) MEDIAN CURB "—DEETAIL 9 Lli CITY RECORDS NO. CURB & Gum iii Q) W c) C) cz cry w CZ-) 0 L, Z c2l � w �� It- I ............... .......... ........... ... O Lc) ........ . ....... . .......... .......... . ........ .......... .....%...... So ............. A� r-___ "ftST_1Wh DHAII .18 `57RIPING DETAIt JM S7R1P1AG_aL7A4t J9 - .6 DETAIL 9 F- "—DEETAIL J8,,,, �UNL 38 ! (E) MEDIAN CURB "—DEETAIL 9 Lli CITY RECORDS NO. CURB & Gum iii 6.1-1833 W C) cz CZ-) 0 Z It- I co < 0 cn 0 1= 0 0 0 6 cc C) X .j C:) Z0 0 V_ V_ � AIC 3: 0 N t�zQC Q) rn 00 Q) m C) Q Olt o O cn 111 o 6.1-1833 W C) cz 0 Z It- I co < 0 cn 0 1= 0 0 0 6 cc C) X .j C:) Z0 0 V_ V_ � AIC 3: 0 t�zQC Q) W 00 Q) m 6.1-1833 �R a. U C, STREET LIGHT �..... NO PARK/NG SIGI cc STOP SIGN -- RELOCATED STREET NAME SIG, r 1 NO PARK/NG SIGN, V PROPOSED CURB & G•U77ER 4:. ;DETAIL 39: D AlL -0 - �.... z+00:: :: w TYPE N (L) ARROW v DETAIL 38 WDETAIL 9-----' wui N CURB & GU17ER (E) TYPE N (R) - ARROW TO REMAIN 50' (E) CURB AND GUTTER !- . W ......................- ........._.. _.............................................................. _...... ..... (E) STRIPING DETAIL 39 -11-DETAIL 9 _ (E) EDGE OF PAVEMENT (E) DETAIL 29 � -^ (E) DETAIL 29 (E) FOG LINE SNIP/NG 49+00 ING DETAIL 38A 22 51+00 Irl mini- n i A 1 nnn��i OLD RIVER ROAD — ULTIMATE STRIPING PLAN 52+00 �ffli 54+00 (E) EDGE OF PAVEMENT OLD RIVER ROAD — ULTIMATE STRIPING PLAN M,0�� z 50 25 0 50 00 I WZ1111% (E) EDGE OF PAVEMENT 22 50 25 0 50 00 (E) FOG UNE STRIPING 50' (E) CURB AND GUTTER _-DETAIL 9 Irl nrrui nn 47100 _.. (E) 12" WIDE WN/TE (E) FOG UNE STRIPING--, CROSSWALK SM/PING (E) DETAIL 22 ........�-r........ -..... �...., _..............................................................-............. D9�� TYPE N (L) ARROW (E) TYPE N (L) CITY RECORDS NO. N v N Q) Q 41 r �^ V Q U rn M� oz to Q2 W z� H w � Q � w z .................... ............. ill tO� v J N v so • • r 6.1-1833 41 V w z W N W O O C Ci O W 4 �O r - CO Z Co Q O 4 so • • r 6.1-1833 NO PARKING SIGN . . .:� ..... ........ , :CbR9.:&:. OUTTER 7-�- . . . . ...... �PT�Tg ...................... : : �: � : : jc�s , . , * .•. * , : : : : : : : ... . .... ti ... .......... .......... . . . . . . ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ......... PROP ................... OSED . . . . . . . . ........ . . . ..... .. . .... ....... (E) DETAIL 29 (E) DETAIL 29 TO BE REMOVED TO BE REMOVED BIKE LANE SYMBOL & ARROW TO REMAIN QJ co W � J . . . . . . .... �w C, _71P ............... . . . . . . . . . . ... ... ... ... . . . . . . . . . . . . . . .......................... LLJ. Q) 0 C) d.. . . . . . . .......... . .... . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 0 0 ................ .. . . . . . . . . . . . Q o = 0 < C) = To- 0 C) cr .. . . . . ..... . Q) . . . . . . . . . . . . LQ m 1:4 q) O C qX) O coo O Z: STREET L SZ5 Ca NO PARKING SIGN r)f -1 ll^Art-n r7f)r-r-r AlAlir- t'l/lAl A NO PARKING SIGN . . .:� ..... ........ , :CbR9.:&:. OUTTER 7-�- . . . . ...... �PT�Tg ...................... : : �: � : : jc�s , . , * .•. * , : : : : : : : ... . .... . . . . . . .... .... . . . . . . . . . . . . . . ... .......... .......... . . . . . . ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ......... PROP ................... OSED ...... �7;7 7: ................... OI L .... . ...... co ....... .......... ........... . z . . . ..... .. . .... ....... (E) DETAIL 29 (E) DETAIL 29 TO BE REMOVED TO BE REMOVED BIKE LANE SYMBOL & ARROW TO REMAIN QJ co W . .......... .... . ........ (E) TYPE IV (R) ARROW TO REMAIN (E) TYPE IV ARROW TO REMAIN (E) STOP TEXT TO BE REMOVED (E) TYPE IV (L) ARROW TO REMAIN (E) STRIPING DETAIL ----- J9 TO BE REMOVED (E) TYPE IV (L) ARROW TO REMAIN (E) DETAIL 29 TO REWN...= (E) TYPE IV (L) ARROW TO BE REMOVED (E) TYPE IV (R) ARROW TO BE REMOVED (E) STOP AHEAD STRIPING TO BE REMOVED (E) DETAIL 32 TO REMAIN ,^//PP h CITMP (E) STRIPING DETAIL CURB & GUTTER - (E) STOP 84R TO BE REMOVE —(E) STOP TEXT TO BE REM01 (E) RI -1 TO BE REMOVED (E) STRIPING DETAIL 39A TO REMAIN (E) TYPE IV (R) ARROW TO BE 39 TO BE REMOVED OLD RIVER ROAD AND BERKSHIRE ROAD INTERSECTION - EXISTING STRIPING PLAN N SCALE: I" = 50' 50 25 0 50 100 (E) TYPE IV (t) ARROW TO BE REMOVED PROPOSED TPAMC SIGNAL (SEE TRAFFIC FIC SIGNA L PLANS) 12" WIDE YELLOW CROSSWALK (E) TYPE IV (R) ARROW TO REMAIN CURB & GUTTER (E) STRIPING DETAIL 38 TO REMAIN `—DETAX JM (E) STRIPING DETAIL 39 TO REMAIN DETAIL 38 DETAIL J8 MEDIAN CURB _DETAIL TNL 9 —PROPOSED TfiAff 7C SIGNAL (E) TYPE IV (R) ARROW TO REMAIN BIKE LANE SYMBOL & ARROW TO REMAIN DETAIL 9 DETAIL jeA -b ORE CHEVRON STRIPING F- .. . ......... .... .... . .. . . .... ............... STRIPING"DETAIL J9 TO REMAIN 7. . . . .......... (E) TYPE /V (R) STRIPING DETAIL 39 TO . ....... (E) CURB & 07TEff,'. -.4- - A. I il,� i 4- ; ARROW TO REAWN (E) S7RIPING DETAIL J8 TO REMAIN . ............ GORE CHEVRON STRIPING (E) R 1 -1 TO BE REMOVED (E) TYPE IV (R) ARROW TO REMAIN PROPOSED 1R4FRC SIGNAL (SEE M4Ff 7C SIGNAL PUNS) TYPE IV (L) ARROW (E) CURB & GUTTER to TYPE IV (R) ARROW (E) W3-1 TO BE REMOVED OLD RIVER ROAD AND BERKSHIRE ROAD INTERSECTION - ULTIMATE STRIPING PLAN SCALE: 1" = 50' 50 25 0 50 100 I Mem rNIMMMMINA CITY RECORDS NO. 6.1-1833 O C *Moo QJ W � J �w C, 2 .......................... LLJ. Q) 6.1-1833 C W � J �w C, 2 I c Q) 0 C) LAj cc P4 0 0 Q o = 0 < C) = To- 0 C) cr L6 cc uj Q) LQ m 1:4 q) O C qX) O Z: Ca 6.1-1833 C W � J �w C, I c Q) 0 C) cc P4 0 0 Q o = 0 < C) = To- 0 C) cr L6 cc uj C) m 1:4 q) C qX) 6.1-1833 - - - - - - - - - - - - - - ----- . ........................... .............. �z ca W W CO Q) n IZ rn1 O O O O 11 1 1 11 11 6.1-1833