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6.1-1584 Record Drawing
. INTERIM' PURL IC WORKS D I RECT,":►R .. ` APPROVAL , RECOMMENDED : QR lJpq d ! JA S R. LAROCHELLE DA - �y� A i STMT PUBLIC WORKS D I RE TOR ^: La y� NOT TO S A ..: �. N�����•����� \ I SA i \� .we�r■r�rr��ii■r■ .�r� ar�� pin 'ill®es►� � ►- _ ' 1} e \ # i . _^. _ "' tits#- _ _ - _ _� ,_ _ _�_f _(_ -- - __ :` a: _._ �'_ � -��� _ _ _�-_____ Y__.. �_ _. _ _ _ _ .._ _. -� - '-� �:�.__ 'T G-5: -8-4 4'9: }._ � � .- � -- ___ __ ___ �_ w_ �. :. - __�_... _� _ w__ __ - \ 0 \ A fi - ---= - J y _ �.. i. ��_ .` _ �_ _ ._ :� �� aF BCR 0 -- F BCR _ Rd EflA-L-E -HWY } . # =y- - : - -�= -- --� -- - --- _. _. _. - .- _ ._ 'STA + 4 6 95 3 40 ly + .25 3 4.61 LT'' -,...--..._... • �.�-�_==�= j --- � SA�WCUT " € SIAiVVCUT. -- ___ ------.-- - �__ �. ___�., _._-a-_ STA �7 E __ -- _ STA +58: 'I 0 9 00 LT i BC ° RH" LINE T` 078+55: 84 STA +93. 6 I 9. 00RTfi: �5-:-ifl�-� STA-- i 5:00' LT ._ A _ _ _._ _ _r� w� _- SQA + 8 t 0 3 0' T.. END- BAY- -TAPER _ L C _ SAWCU7 - . --- . -- sAwcu T END FL __-- ----" T END BAY TAPER \ _y- _ _ + STA S A +8'4.!33 { 0' +1�6 I . 5 I 13. 00' LT 1 1 777 ' • - - Ilii --. �Eq[N! SAWCUT \ BEGIN FL SIA_.__±_4.0 0 = _T__'. .:�� ------- -- _ B -B-AY-JAPERmill 11 J vv w_N, STA 90.61 '00 TI - �_�-_.u_ _r_____ ____._.__.�_.._�.__._____ -_-_rtz _ _ STA 6 I y► �-Q L. C�€ - F L EC U �, f , --- it _ - _ ..._. 'RH 'SNE >, STA 8 4 . 3 .15.0 0 R Q108- - - - - _--___ __.--- _- +00--- S A CUT I ._. - _._ - - _....... _... _._ , STA +90. 6 I� 3.0 RT TA +98.6 13. 00' R _ ,-, _-=_- .___ ^___ �___.. T.A._..+� ._5 t. 9� ofl� {� -��1�F�_ L __> �._._ �. ,,,� _ ,�.� - - �-- _ - _ _ 0 . 2 3 . - � _ _ ... __ + 6 8 . 4 6. 5 0 4. 00' R T E +71.51,9.00" -STA 4 0 1 00 RT STA + �_..._____-_, _.�_.._ __ _.. STA t 2 15 00' RT FL C STA STA +0 8 4 i R STA +93:x+-- 3 0' RT BE I1�r- BA a ER- - - _ _ _� _ _ N _ _ ,_ - ..._LT_ ,f ` L St�W UAWCUfi w=__ �-: _ _� - SAWCUT_ END FL ��--- - - _ - `'�. .';, STA 3.36 4.00SAWCU ' T L------- -- - -_-�- -i STA- _ + 1 STA-= - :'_ri� _ -_ _� �_ _ .... , -r� . ,.: ,a 00" RL `STA 32. b 5. 4 RT., f 1 '�-��__ _.-- _A9 _.�- _._ _. _ _._._ p L ,, ..:4 D/ ` _--"._. _ _ Y_.. - _ -- WWF . __. _ �_, _ :_ s 34 _ I + _�T FT _34`JF �[ wa _ ..F . CR �.� . �� � •���.__ _ �-- _.. _ __. _ � .� D,�A _ 65� X18 M , _. ��. i._1 �-- - ---- ..- _ _ _ . _ � : _ 7. �J - ^ _ �;� __ _ _ _ _ aw_ _ r 4 � 6 =59 0 RT ' t '�� � hlz3. - _ - _ V'kl _ -.. _ -.....:'.1.. m:a•++ ^..7.^_._+rrw '_"Sr..` ,..._.._.-._ _ ._.__...... a.r». _. :"_`..Y s..._a.. .j...at'"T't"�`_3iw..•wA..+-.._.�.:., FL CR � _ - 1 ;" j <- Ile lu R - -?° Ur FL PCC EXIST R/W �' j p } -::~^. _ _ ..1. / EX t ST R/W- _ 1 STA/ +75.65 88. 90 RT � ,, STA +77 6 89 RT �'. � . i I ��' BCR ! ' . __ tSA +7 I. 75 93. 88' RT �s� �� �� PRO OSED R/W FL STA i . 63. 02 93.'8 T�, G i� SAW U ;! 5 f �� 402 . 400 0 00 C Fs: `J h 3 w ` 1) 'CONTRACTOR SHA L VERIFYVj E 1 1 1 i S o 1 i t f s► } } LOCATION AND DEPTH OF,ALL o _ 1 1 ,,r i� ___UTILITIS PRiO�^T0 CONSTRUCTON. _ _ ____.______.._______ o�- ___...___�______v.._ ___: __ _ �`:� a i 1 1 4 �t>�2 } 1 1 1 t i i i - i _ i - t _ ! 1 } i 3 i f f t F .F, t i ! } ..,R..,..I„ ....,.•, ,.a ., s i a e � / �,s, _ _ 1 7 - - 1 1 } i , � 1 i 1 i # � i i 1 } _ . _'.,,,,w. • � ._., _..:u. �....a,.-,.... as•s:� . - . __ �. OG , , , } i , , - :- : ,\FI✓\/} - i UJ ' ..,;. _..-•- 1.-..• ..^... -+- ----^ "'.-4-' ........ .. .....- -t-...,. .....^.. # i t 1 i IST i i 1 ...1 _..., ;1.... �.' 1 i - .` r• i,,,..,_. . jt 0.33%' i CURVE DATA TABLE NUMBER DELTA`ANGLE TANGENT 'RADJUS S ARC LENGTH" 1 �:09010'41" 30.09 30.00'-,(9."1M) 47.22'-- (1404M) _ 2 �00° 48' 06" ,273-26 30.00 ` (9 -IM)"' 47-25"-,( 14 .`25M ) 3 90009'52" : 30-09' ., 30.00'.: (.9. 1 M) 47.21° (14.'4M) 4 08°12'59": 29.08 30.00' (9.1 MY 46-191", (14. 1 M ) 5 89° 52' 41 " --"29-94 �30.00' ' (9. 1 M) 47.06' (14-3M) 6 000 48'04.". 272'24- 38941 �- 00' (11 869-2M) 544.47' .( 166.OM ) 7 00°48'06" 273.26 39059.00' (11905.2M) 546.50' (.'166.6M) 01010'14"r 398.40 `39000.00' (11887.2M) 796.77' (242.9M) N�����•����� \ I SA i \� .we�r■r�rr��ii■r■ .�r� ar�� pin 'ill®es►� � ►- _ ' 1} e \ # i . _^. _ "' tits#- _ _ - _ _� ,_ _ _�_f _(_ -- - __ :` a: _._ �'_ � -��� _ _ _�-_____ Y__.. �_ _. _ _ _ _ .._ _. -� - '-� �:�.__ 'T G-5: -8-4 4'9: }._ � � .- � -- ___ __ ___ �_ w_ �. :. - __�_... _� _ w__ __ - \ 0 \ A fi - ---= - J y _ �.. i. ��_ .` _ �_ _ ._ :� �� aF BCR 0 -- F BCR _ Rd EflA-L-E -HWY } . # =y- - : - -�= -- --� -- - --- _. _. _. - .- _ ._ 'STA + 4 6 95 3 40 ly + .25 3 4.61 LT'' -,...--..._... • �.�-�_==�= j --- � SA�WCUT " € SIAiVVCUT. -- ___ ------.-- - �__ �. ___�., _._-a-_ STA �7 E __ -- _ STA +58: 'I 0 9 00 LT i BC ° RH" LINE T` 078+55: 84 STA +93. 6 I 9. 00RTfi: �5-:-ifl�-� STA-- i 5:00' LT ._ A _ _ _._ _ _r� w� _- SQA + 8 t 0 3 0' T.. END- BAY- -TAPER _ L C _ SAWCU7 - . --- . -- sAwcu T END FL __-- ----" T END BAY TAPER \ _y- _ _ + STA S A +8'4.!33 { 0' +1�6 I . 5 I 13. 00' LT 1 1 777 ' • - - Ilii --. �Eq[N! SAWCUT \ BEGIN FL SIA_.__±_4.0 0 = _T__'. .:�� ------- -- _ B -B-AY-JAPERmill 11 J vv w_N, STA 90.61 '00 TI - �_�-_.u_ _r_____ ____._.__.�_.._�.__._____ -_-_rtz _ _ STA 6 I y► �-Q L. C�€ - F L EC U �, f , --- it _ - _ ..._. 'RH 'SNE >, STA 8 4 . 3 .15.0 0 R Q108- - - - - _--___ __.--- _- +00--- S A CUT I ._. - _._ - - _....... _... _._ , STA +90. 6 I� 3.0 RT TA +98.6 13. 00' R _ ,-, _-=_- .___ ^___ �___.. T.A._..+� ._5 t. 9� ofl� {� -��1�F�_ L __> �._._ �. ,,,� _ ,�.� - - �-- _ - _ _ 0 . 2 3 . - � _ _ ... __ + 6 8 . 4 6. 5 0 4. 00' R T E +71.51,9.00" -STA 4 0 1 00 RT STA + �_..._____-_, _.�_.._ __ _.. STA t 2 15 00' RT FL C STA STA +0 8 4 i R STA +93:x+-- 3 0' RT BE I1�r- BA a ER- - - _ _ _� _ _ N _ _ ,_ - ..._LT_ ,f ` L St�W UAWCUfi w=__ �-: _ _� - SAWCUT_ END FL ��--- - - _ - `'�. .';, STA 3.36 4.00SAWCU ' T L------- -- - -_-�- -i STA- _ + 1 STA-= - :'_ri� _ -_ _� �_ _ .... , -r� . ,.: ,a 00" RL `STA 32. b 5. 4 RT., f 1 '�-��__ _.-- _A9 _.�- _._ _. _ _._._ p L ,, ..:4 D/ ` _--"._. _ _ Y_.. - _ -- WWF . __. _ �_, _ :_ s 34 _ I + _�T FT _34`JF �[ wa _ ..F . CR �.� . �� � •���.__ _ �-- _.. _ __. _ � .� D,�A _ 65� X18 M , _. ��. i._1 �-- - ---- ..- _ _ _ . _ � : _ 7. �J - ^ _ �;� __ _ _ _ _ aw_ _ r 4 � 6 =59 0 RT ' t '�� � hlz3. - _ - _ V'kl _ -.. _ -.....:'.1.. m:a•++ ^..7.^_._+rrw '_"Sr..` ,..._.._.-._ _ ._.__...... a.r». _. :"_`..Y s..._a.. .j...at'"T't"�`_3iw..•wA..+-.._.�.:., FL CR � _ - 1 ;" j <- Ile lu R - -?° Ur FL PCC EXIST R/W �' j p } -::~^. _ _ ..1. / EX t ST R/W- _ 1 STA/ +75.65 88. 90 RT � ,, STA +77 6 89 RT �'. � . i I ��' BCR ! ' . __ tSA +7 I. 75 93. 88' RT �s� �� �� PRO OSED R/W FL STA i . 63. 02 93.'8 T�, G i� SAW U ;! 5 f �� 402 . 400 0 00 C Fs: `J h 3 w ` 1) 'CONTRACTOR SHA L VERIFYVj E 1 1 1 i S o 1 i t f s► } } LOCATION AND DEPTH OF,ALL o _ 1 1 ,,r i� ___UTILITIS PRiO�^T0 CONSTRUCTON. _ _ ____.______.._______ o�- ___...___�______v.._ ___: __ _ �`:� a i 1 1 4 �t>�2 } 1 1 1 t i i i - i _ i - t _ ! 1 } i 3 i f f t F .F, t i ! } ..,R..,..I„ ....,.•, ,.a ., s i a e � / �,s, _ _ 1 7 - - 1 1 } i , � 1 i 1 i # � i i 1 } _ . _'.,,,,w. • � ._., _..:u. �....a,.-,.... as•s:� . - . __ �. OG , , , } i , , - :- : ,\FI✓\/} - i UJ ' ..,;. _..-•- 1.-..• ..^... -+- ----^ "'.-4-' ........ .. .....- -t-...,. .....^.. # i t 1 i IST i i 1 ...1 _..., ;1.... �.' 1 i - .` r• i,,,..,_. . jt 0.33%' i - CURVE DATA TABLE NUMBER DELTA ANGLE TANGENT. RADIUS ARC, LENGTH 5 89052141" 29:94 `• ( 9.1 M) , 30.00' ( 9. 1 M)� 47.06',,'( 14'. 3M) 8 89° 56,' 07" 29.97' (9.1 M) -30.00' - (9. 1 M) .47-09'.` (14-3m) 01 ° 10` 14" 1 398.40' ( 121-4M) 390.00.00' (1 1887.2M) 796077' (242.9M),l 1801 21st STREET. SUITE -4 - -i _BAKERSFIELD. CA 93301 HU. - (6Ef1 )327--1969 it �QROFESSIZ�� L, JOHN a. scout [7t+ No. 51023 _ - g B 30-•0! * Exp * � - IV 20' _ REGISTERED CIVIL ENGINEER DATE t CALt��' .-_..+._.- __r..._,+._.. -.. - .._..._. .e_.r•..- _, ��'!!! __..,.�..r, �. �..-....-4 ..,...._'r„^-�..-.._ ^•"..�.. �f \^, wV4�["T A 1 A An/1 f � ( c+� ii f i � ,t �/� __....�..�„_ �_..� i...._..,,_-__-t•-^_._._._.�.. ...__...._-.._.-.__,-- r� STA +4 RT l F L E C _ �- _ -..- = A-- 6 -a- 0�_ _- _ ._.._-�_ ---E-E _! -R44-' --1-NE---S-TA--108 6 ii 5 3.02 _...._...._ — — — — — ._ — ..._ — _._ — _.._ — _.. — -- — -- — — _ . _._ — _ _ _ .._. ; — — _ .. _ — — - BEGIN FL _ < , �? -. _- LtA5 �- °-Z5-- 4 __ ---- _ M I STA + 1�4.�80 9; 00,. LT_..�.. --_ 085 00 _. 5 - STA 48. _.__ -_� $ 0 «1 -N -E0 LT' FL BC _..___ _ H--� _.-----_ _ ____--_ _ _ - __ __ ____________ 9 + _ _ +.Z� OFL STA +94 6I i3. 00' RT � `-"'""�=STA + 6 4 4.00' T STA +44. I0 15. 00` RT O _-13: 00' --RT -_ _-- �` _. _ __ - r- _I N_ AY__ TAPER. .- _ . _ - S19''42 15. 00 RT SAWCUT �.� SAWCUT I END FL _ SAWCUT _ A -- ------ ---- -- -- ---- --- -- -- -- -----.-"_ =. RELOCATE ROADSIDE /� - - _ _ -- - _ / STA +55.94 36. 00 T ImoFfEETC ` 14 F0 _ D E T A 1 LS STk-t35, 89 61 R SAWCUT _.__. - / f,,- A +69. 85 59. __ 00' . RT _ STA 86+53.02 59. 00"- RT. STA F L PCC, 39 DSA. -.yg.. �_ ,>i:, :&'•rx.*a:"' _- _ ;! t -.. __... .-.._-__. ...._.. ._,y.___..._""'^•.--•--_.._....r.__.__r...,..-_... _ - - .:o=.iaw. .r ._ .......w.......ysw-a.o«-..a........=-...e..,..afst:+....a r.c-a ..-_.- ._._. .-_... ...._. ... .. „_._ _ r . - --- -- 1 _ - - -- t , I S A +81 . 0 f 5 5 : 9 2' I R� _ _ --- _ _ �-- ---� �.., _ _ - - - -kY--- tf _t � } t ,--•--._..._.«....__ ......_..........._. „_.. ,i � r t ;r•=•--_-•,.-.......a.....____._.a.._._..—.___._._,._..._._4,.._..... ..._ �",'...-«..,•-�-�'- --_ -.•.- ._... -y ,.a..___-_ -`pity--ia.-•.__. __- -------, - ;�, , ---sf A +39.83 88.941 RTCA 86+61. 00 6 . 500 R SAWCUT Ul 0 Y' / �i 51, I FL �'-_ I-L�._r�..- - - ��� f1t EXIST RAW uj STA +35,82,88,93"T �� SAWCUT rc SEE SHEET 14 FOR DRIVE APPROACH DETAILS TA W. 4 89 00 RT AWC T I -. ,. - - - i - a 1 i t ) z t E i % ! i 1 1 • i 7 i 1 t k _ 1 - f - F t Y .+ _ t f - - - _ � f f - - - _ f t f f r e f s f f c 1 NOTE, i t i fi 'CONTRACTOR SHALL VER I FY i f i _ff •i -.IONDEPTH _�__ �t- # ` UTILITI�S PRIOR TO CONSTRUCTI;ON. • - . l 9 y - i F - i - .. _I f - J i -- f t p 1 i t 1 ! tR f - b - F f_ t 406 ; i• .. - f i� i - - _- - f - _ i _, - - _ - _. _ _ - _ _ - - -_ ,. _. _ _ _. _. tr > 1_ W CV f.' f. i i t s t © 404 li l - f r _ i i - _ _. - i .. _ _. f - - - _ - - - -f .. �� V ! S t t i m 0 3 1 I ., i - -- i • t _ f -_ - 5 - ! 1 t /l1 • - - CONSTRUCT CASE'E CURB RAMP PER STANDARD -PLANS.. NOTE: CONTRACTOR SHALL VERIFY A` -+_-2_5i - - 00' � L T- _ ��T�+ 2� .8�`�'����t��:�'-��--T�-------: " �...�___ _ .� � � LOCATION AND � DEPTH 0 F A L L 2 1 3. _ __ _ - UTILITIES ' PR) OR TO CONST UCT FL L; END "RH "L INE STA 1091+78.,1 -7 - BEGIN, -STA-4216 .�72 1 00`LT d 6.13 (1 .2M) LT N1 /4- COR SEC 26 STA +3�. 2 15.0 LT �-. .�. _ FL END F L I c SAW UT ! I/ __. ', N1 /4 COR. - .._ - STA +28. 12 9. 0' Li SEC. 26 Q FL BC BEG "EB I NE STA 2884-91 .30 s __..,� ND FL _ D�.AL : . ,OR ;---�--�--�0 L_ - TT - - �_Jl 114. Fr N FL STA +32.62 . 00IRT 2$ -i -q__.._2 9 0 +00 �-_ �� 6 3 3. 8 " .-7 a sawcuTµ �_ -sT _+�I�. �� 26, 6o RT _ X10 _ �__ _ �_ ._ _ 292+00 1 � __ . SAWCUT TA +34 7 44 00' f f � FL -ECR STA +22. 00 35. OD'�RT�� TSTA +42: 25 60. 69 RT -~� ;�. STA +49.42 26. 6.0' RT �_�__�. -. �_ x _ WC �_._ SAWCUT,! / _ SAWCUT - _� ___ .___ST __ � � 4 -.A� - ---. TA +63 6 4 RT +08. 60 59. QED RT ,,�'�� SAWCUT STA 60 :S�TA,�_-9>r9 7 R /� ,� �_ _ FL EC STA + 17 37 40. 60' RT A 4 AWCUT..-ST A' �0' 2 00 RT _ # -r - I ry 9:- 4+ $4: 0 - FZT-vy ; h ,___---.. .R El Cir- T-E._.� ' . �� DE SIGN SEE SHEET 10- I A FOR D TA i LS STA +28 34 52.49` RT fi STA + 0.03 50. 57' I` Wi -_-- -. _ FL EC } FL BC + 9 .Q ' RT -1 +04 5 52.00' RT STA �- K STAT +3 . 6 88. 63 ; RT► 1 n v i S A +04. 26 74.50 RT FL EC FL ECS' 1801 21st STREET. 'SUI TE E ,- BAM:ERSF I ELD.. CA 93301 ( Z.E ( 661) 327-1969 �O QROf ESS!04:4, BONN D. SCHUI i -It >r - No. 51825 * EXPA 30-O Tx /1041( s �� G I NEER DATE �q� �v EGISTERED CIVIL EN cap , ._:_s��.....�-^."....-.'.."�,,,_,.._..._»...._-./ ;•,e�....�: � .._".. .._. ...._ ..�. .... •: a:.: �t-sx�aaz�.ss-«sr,..-..-.., �.•.....«.-.r..+...r.,....�.� t(L^'� .. � .._ D Z 4D .� 293+00 294+00 --_"STA +0.�8 5:9-8T_..__�'� +76. 34 44.6 RTS`'~ SND A2- I_5,a -.CURB A a,__.___� CU GUTTER BEGIN: "TYPE E �-. DIKE 1 �y P araeR`.N :;.• �"`y.. •_� ... ,. ,,, -w. ,� � •�.' u ~ �. � - - �-i--+' ,pti "_..�...,,aM t ._. ,.�.. . STA +07. I 105. 1�;T�, 111E �' SAW U -- j --- +UV. 4U r 1t. D r --- - -- _ �� SAWCUT -- I DRAINAGE DETAILS I R/W-----__ STA, 06. 24 0 FL!EC t i i A SAWCUTASPHALT CONCRETE PAVEMENT. GPAVEMENT-,� GDNSTRUCT` EXPOSED AGGREGATE TEXTURED CONSTRUCT �, M AC TYPE AC PAVEMENT ( 0.70'(210n -m) B/0.50 t150mm) CL Z AB) CONSTRUCT- A2-�-150 , CURBe {� CONSTRUCT_�TYPE E MOUNTABLE DIKE._ 30.00: 30.00' 75.00' RADIUS (9.1M), (9.1 M),, (22.9M) C PER STANDARD PLANS.. ,- GUTTER. CONSTRUCT Al.-150,CURB I REMOVE r,EXISTING DRAINAGE, I NLET . 7.36' (2.2M) 75.00' AND 12 CMP. 14.68' D PER STANDARD PLANS. Q_INSTALL TYPE GO DRAINAGE;INLET. 6.63' 151-33' (2 -OM) (15.6M) 175.00' 180-00'. C"'ONSTRUCT 6'' -SIDEWALK 13.26' 100.00' (4.OM) (30-5M) - CE 'CONSTRUCT COMMERCIAL DRIVE�APPROACH. KASPER CONSTRUCT,'OVERHEAD SIGN PILE CALTRANS STANDARD �NB CONSTRUCT CASE'E CURB RAMP PER STANDARD -PLANS.. NOTE: CONTRACTOR SHALL VERIFY A` -+_-2_5i - - 00' � L T- _ ��T�+ 2� .8�`�'����t��:�'-��--T�-------: " �...�___ _ .� � � LOCATION AND � DEPTH 0 F A L L 2 1 3. _ __ _ - UTILITIES ' PR) OR TO CONST UCT FL L; END "RH "L INE STA 1091+78.,1 -7 - BEGIN, -STA-4216 .�72 1 00`LT d 6.13 (1 .2M) LT N1 /4- COR SEC 26 STA +3�. 2 15.0 LT �-. .�. _ FL END F L I c SAW UT ! I/ __. ', N1 /4 COR. - .._ - STA +28. 12 9. 0' Li SEC. 26 Q FL BC BEG "EB I NE STA 2884-91 .30 s __..,� ND FL _ D�.AL : . ,OR ;---�--�--�0 L_ - TT - - �_Jl 114. Fr N FL STA +32.62 . 00IRT 2$ -i -q__.._2 9 0 +00 �-_ �� 6 3 3. 8 " .-7 a sawcuTµ �_ -sT _+�I�. �� 26, 6o RT _ X10 _ �__ _ �_ ._ _ 292+00 1 � __ . SAWCUT TA +34 7 44 00' f f � FL -ECR STA +22. 00 35. OD'�RT�� TSTA +42: 25 60. 69 RT -~� ;�. STA +49.42 26. 6.0' RT �_�__�. -. �_ x _ WC �_._ SAWCUT,! / _ SAWCUT - _� ___ .___ST __ � � 4 -.A� - ---. TA +63 6 4 RT +08. 60 59. QED RT ,,�'�� SAWCUT STA 60 :S�TA,�_-9>r9 7 R /� ,� �_ _ FL EC STA + 17 37 40. 60' RT A 4 AWCUT..-ST A' �0' 2 00 RT _ # -r - I ry 9:- 4+ $4: 0 - FZT-vy ; h ,___---.. .R El Cir- T-E._.� ' . �� DE SIGN SEE SHEET 10- I A FOR D TA i LS STA +28 34 52.49` RT fi STA + 0.03 50. 57' I` Wi -_-- -. _ FL EC } FL BC + 9 .Q ' RT -1 +04 5 52.00' RT STA �- K STAT +3 . 6 88. 63 ; RT► 1 n v i S A +04. 26 74.50 RT FL EC FL ECS' 1801 21st STREET. 'SUI TE E ,- BAM:ERSF I ELD.. CA 93301 ( Z.E ( 661) 327-1969 �O QROf ESS!04:4, BONN D. SCHUI i -It >r - No. 51825 * EXPA 30-O Tx /1041( s �� G I NEER DATE �q� �v EGISTERED CIVIL EN cap , ._:_s��.....�-^."....-.'.."�,,,_,.._..._»...._-./ ;•,e�....�: � .._".. .._. ...._ ..�. .... •: a:.: �t-sx�aaz�.ss-«sr,..-..-.., �.•.....«.-.r..+...r.,....�.� t(L^'� .. � .._ D Z 4D .� 293+00 294+00 --_"STA +0.�8 5:9-8T_..__�'� +76. 34 44.6 RTS`'~ SND A2- I_5,a -.CURB A a,__.___� CU GUTTER BEGIN: "TYPE E �-. DIKE 1 �y P araeR`.N :;.• �"`y.. •_� ... ,. ,,, -w. ,� � •�.' u ~ �. � - - �-i--+' ,pti "_..�...,,aM t ._. ,.�.. . STA +07. I 105. 1�;T�, 111E �' SAW U -- j --- +UV. 4U r 1t. D r --- - -- _ �� SAWCUT -- I DRAINAGE DETAILS I R/W-----__ STA, 06. 24 0 FL!EC t i i _CURVE' DATA TABLE NUMBER DELTA ANGLE 9 89° 17 ` 09" 90° 58' 00" 13' 48" TANGENT 29.63' ( 9 -OM) 30.511 (99.3M) 7.37 `, (2.21V!) 30.00: 30.00' 75.00' RADIUS (9.1M), (9.1 M),, (22.9M) ARC LENGTH 46.75' (14-2M) 47.63' (14 « 5M ) 14.70' (4-5M) 11°12'53" 7.36' (2.2M) 75.00' (22.9M) 14.68' (4.5M) 04° 20' 31* 49' 29" 52" 6.63' 151-33' (2 -OM) (15.6M) 175.00' 180-00'. (53.3M) (54.91"1) 13.26' 100.00' (4.OM) (30-5M) CONSTRUCT CASE'E CURB RAMP PER STANDARD -PLANS.. NOTE: CONTRACTOR SHALL VERIFY A` -+_-2_5i - - 00' � L T- _ ��T�+ 2� .8�`�'����t��:�'-��--T�-------: " �...�___ _ .� � � LOCATION AND � DEPTH 0 F A L L 2 1 3. _ __ _ - UTILITIES ' PR) OR TO CONST UCT FL L; END "RH "L INE STA 1091+78.,1 -7 - BEGIN, -STA-4216 .�72 1 00`LT d 6.13 (1 .2M) LT N1 /4- COR SEC 26 STA +3�. 2 15.0 LT �-. .�. _ FL END F L I c SAW UT ! I/ __. ', N1 /4 COR. - .._ - STA +28. 12 9. 0' Li SEC. 26 Q FL BC BEG "EB I NE STA 2884-91 .30 s __..,� ND FL _ D�.AL : . ,OR ;---�--�--�0 L_ - TT - - �_Jl 114. Fr N FL STA +32.62 . 00IRT 2$ -i -q__.._2 9 0 +00 �-_ �� 6 3 3. 8 " .-7 a sawcuTµ �_ -sT _+�I�. �� 26, 6o RT _ X10 _ �__ _ �_ ._ _ 292+00 1 � __ . SAWCUT TA +34 7 44 00' f f � FL -ECR STA +22. 00 35. OD'�RT�� TSTA +42: 25 60. 69 RT -~� ;�. STA +49.42 26. 6.0' RT �_�__�. -. �_ x _ WC �_._ SAWCUT,! / _ SAWCUT - _� ___ .___ST __ � � 4 -.A� - ---. TA +63 6 4 RT +08. 60 59. QED RT ,,�'�� SAWCUT STA 60 :S�TA,�_-9>r9 7 R /� ,� �_ _ FL EC STA + 17 37 40. 60' RT A 4 AWCUT..-ST A' �0' 2 00 RT _ # -r - I ry 9:- 4+ $4: 0 - FZT-vy ; h ,___---.. .R El Cir- T-E._.� ' . �� DE SIGN SEE SHEET 10- I A FOR D TA i LS STA +28 34 52.49` RT fi STA + 0.03 50. 57' I` Wi -_-- -. _ FL EC } FL BC + 9 .Q ' RT -1 +04 5 52.00' RT STA �- K STAT +3 . 6 88. 63 ; RT► 1 n v i S A +04. 26 74.50 RT FL EC FL ECS' 1801 21st STREET. 'SUI TE E ,- BAM:ERSF I ELD.. CA 93301 ( Z.E ( 661) 327-1969 �O QROf ESS!04:4, BONN D. SCHUI i -It >r - No. 51825 * EXPA 30-O Tx /1041( s �� G I NEER DATE �q� �v EGISTERED CIVIL EN cap , ._:_s��.....�-^."....-.'.."�,,,_,.._..._»...._-./ ;•,e�....�: � .._".. .._. ...._ ..�. .... •: a:.: �t-sx�aaz�.ss-«sr,..-..-.., �.•.....«.-.r..+...r.,....�.� t(L^'� .. � .._ D Z 4D .� 293+00 294+00 --_"STA +0.�8 5:9-8T_..__�'� +76. 34 44.6 RTS`'~ SND A2- I_5,a -.CURB A a,__.___� CU GUTTER BEGIN: "TYPE E �-. DIKE 1 �y P araeR`.N :;.• �"`y.. •_� ... ,. ,,, -w. ,� � •�.' u ~ �. � - - �-i--+' ,pti "_..�...,,aM t ._. ,.�.. . STA +07. I 105. 1�;T�, 111E �' SAW U -- j --- +UV. 4U r 1t. D r --- - -- _ �� SAWCUT -- I DRAINAGE DETAILS I R/W-----__ STA, 06. 24 0 FL!EC t i i t i ' t 1 1 3 I a i i t t 1 i E t 406 i U 1 i t iLn t ■ .. i N 4004 o_t - i C� - , _ r - - t t _ . i ,0f- + .� - i t , - - - tt a i.. i 408 - -, - - 1 • aci N i A' VY wed �,0 _� _ _�_�_���-_.�_ _�_-i i t i ' t 1 1 3 I a i i t 1 i E t 406 i U 1 i t iLn ■ .. i N 4004 o_t - i C� - , _ r - - t t _ . i ,0f- + .� - i t , - - - tt PALE .AND EQUI.PMT'. EN SCHEDULE J1601 92 st .1TRElop Sid T r BAKERSFxIEL .� %CA 913 1 �,, S I NGL.E PHASE CALTR NS' I D No. 0650058005 Ir 20�T LEGEND k 4 I 4 , � 1-7_-, tiC�' . r. STANDARD - Y MTG' , " - y < y" s SPECIAL ,. REOU"1 REMENTS 1 F M k S I fl M. A. r: y SLC kt > r !� < v r , s r . STREET - NAME <r. 29 ` L k k SV- # -T 4 Cc , 2 r-�--- Z ROSEDALE HWY.. i> Y h< yiS TV -.2`T'.. 2 SP -`I -T 4--.-+, i - .. ' 8 S 6 t =5— C . 1 t . IMAT-LT SV- I=T. t5 L SP --T 4 20OW tBSON2MA5 TEET 1. Rv IA- , a , 4 SP- I' -T 6- 3 t 4.6 , V > �IMAS a SV -1=T , SP— I —T 6 r 1 20OW ROSEDALE HWY. +---�-- Y C _ .. 1 TV -27-T 6 SP— I —T 8------. 1• , L QG 61-5-129 16.8 3" f MAT—LT 2MA5 SV -1—T 2 SP—I—T w` 200W F=18 (5.5M) G TRB SISON EET v' > JA e TV -2—T , SP— i —T 2 ----i- — - 1� PPB POST _' g as 4 =�---+► ,Ww f. le6 r' ' - 8 -f—+- TYPE B PPB 4 I 1 F PALE .AND EQUI.PMT'. EN SCHEDULE J1601 92 st .1TRElop Sid T r BAKERSFxIEL .� %CA 913 1 �,, S I NGL.E PHASE CALTR NS' I D No. 0650058005 Ir 20�T LEGEND k 4 I 4 , � 1-7_-, tiC�' . r. STANDARD - YEH'SIG MTG' } A "PPB NPS LUM I NA I RE SPECIAL ,. REOU"1 REMENTS 3 Type. "' S I fl M. A. Lun M. A. kt > r PALE .AND EQUI.PMT'. EN SCHEDULE J1601 92 st .1TRElop Sid T r BAKERSFxIEL .� %CA 913 1 �,, S I NGL.E PHASE CALTR NS' I D No. 0650058005 Ir 20�T LEGEND k 4 I 4 , � 1-7_-, tiC�' . r. AMPS STANDARD - YEH'SIG MTG' PED SIGNAL: "PPB NPS LUM I NA I RE SPECIAL ,. REOU"1 REMENTS lfNS SIGNS Type. "' S I fl M. A. Lun M. A. MAST' ARM Pole-, !� < -' MTG i YES. ARROW" STREET - NAME 240 29 6. 1 .' -�3. 7 � LMAS -. SV- # -T 4 SP- I -T 2 r-�--- 200W ROSEDALE HWY.. TV -.2`T'.. 2 SP -`I -T 4--.-+, - .. ' REPLACE SIGNAL HEAD, REUSE POLE 6 t =5— C . . IMAT-LT SV- I=T. 6 SP --T 4 20OW tBSON2MA5 TEET D Rv IA- TV -2-T 4 SP- I' -T 6- 17-2— ! 29 4.6 4.6 �IMAS a SV -1=T 8 SP— I —T 6 20OW ROSEDALE HWY. +---�-- QIA,. _ .. TV -27-T 6 SP— I —T 8------. — QG 61-5-129 16.8 4.6` f MAT—LT 2MA5 SV -1—T 2 SP—I—T 8 200W F=18 (5.5M) G TRB SISON EET _ JA TV -2—T 8 SP— i —T 2 ----i- — - 1� PPB POST 4 =�---+► EX.! ST I NG PPB POST - 8 -f—+- TYPE B PPB AMPS VOLTS 'POLES LOAD METER PHOTOELECTRIC CONTROL TYPE 100 240 2 ", MA 1 N, BREAKER>". YES. ----- 60 120 120 1, TRAFFIC SIGNALS YES. IV 3Q 240 2.a.` SPARE YES SINGLE PHASE, CALTRANS ," I D No. 06500580051200L !ZS -os �.s�\ .. ✓y�,� AMPS VOLTS POLES LOAD METER PHOTOELECTRIC CONTROL TYPE 100 240 2 MAIN BREAKER, YES' ----- 40. 240 2 HIGHWAY LIGHTING YES IV 20 120 1 SPARE YES ----- AMPERE - AMPS CONSTRUCTION NOTES (FOR THIS SHEET ONLY) 0' , I STANDARDS SHALL BE PLACED 2.5' FROM FLOW 6P -- -£-�- k LINE OR AS DIRECTED BY -THE ENGINEER. 2 ALL. PULL BOXES SHALL' BE NO.5 UNLESS OTHERWISE SHOWN. �9—=— ± ' 04 - 06 06P M'REMOVE AND SALVAGE EXISTING TYPE IIV AF SERVICE EQUIPMENT ENCLOSURE. w 01 ., . ® INSTALL NEW TYPE i 1 1 CF I20/240V, 10, 3—WIRE SERVICE EN LOSURE, WITH J ? CIRCUIT BREAKERS SHOWN IN BREAKER SCHEDULE.. UT i LL.1 04 P 0$ ZE E ►STING SERVICE P LOCATION. { -� I I I 01 and ..�� �' "f�2 �5 5, FOR TYPE 4A LOOP INSTALLATION WITH DUAL ADDRESS USE Q ST 3 LOOPS __ � I i OR ON FIRST ADDRESS AND THE FOURTH LOOP FOR THE REAR ADDR SS. (TYPICAL) ® I 02P 08 [] INSTALL STATE FURNISHED TYPE 170 CONTROLLER &MODEL 33 CABINET. I I 01 and 05 05 INSTALL TYPE 6 PULL BOX ADJACENT TO CONTROLLER. L — r_..—_,,,.,,_T,.—__...._.—_,•_—,T— — — 02 and 06 04 ' and 08 7 REMOVE AND REPLACE EXISTING WIRELESS SYSTEM FROM EXISTING STANDARD �7` # O TO NEW SIGNAL STANDARD A. WIRELESS SYSTEM CONSISTS OF ANTENNA,' CONDUTOR AND MODEM. r ._ _F= �' I 02P `1 I ❑ I 02 and 05 E z PL� v .. N D t=QUIPMENT EDULE SCM .. N0 STANDAD RD c r PED SIGNAL PPB ... HPS LUMINAIRE . SPECIAL.. REQUIREMENTS IINS SIGNS TOSti YPe -J A Sig g M.A.M. A. R. Arm : - Pole TV -2- T �i d f�i 4 ' ARROW -------• STREET NAME virivi 7 r' v x. , r . y, t - - -- = , 6 � k a3 ♦ 4,s ) 1 EXISTING,.,« � s' n t i k i L k `i SP- I -T f v .a { EXISTING i zL �S 1 r x. , 8 6 ,4 6 8-------• - v5 ; p ` , 18.2 4.6 IMA L1 2MAS SV -1-T 2 SP -1-T e' { r , a �QQ1rQ[[���PIA ..------ @ Q(Q(�1►►®IQ1�Q�lQ1rl�QQIItlOmom TV -2-T SP - I -T 2 - , ��r Ad 01.9-4-129 II PPB POST 1 4 SP- 1-rT 2 4 No RELOCATE AS SHOWN F D I STP 12' (3» 6M) .TYPE B PPB ff .R..---_: Q PPB POST 1103 i , r 4 .►—.--.. TYPE B PPB Pr 011005 mow. ON MENEM ON :t NONE R PL� v .. N D t=QUIPMENT EDULE SCM .. N0 STANDAD RD YEN -SIG MTG PED SIGNAL PPB ... HPS LUMINAIRE . SPECIAL.. REQUIREMENTS IINS SIGNS TOSti YPe -J A Sig g M.A.M. A. Lt M M.A.M. A. Arm : - Pole TV -2- T �i MTG SP- I -T f�i 4 ' ARROW -------• STREET NAME virivi n►n►�1�ef.�� /off � /e1 e - -- = ►�1/�: 6 � k TYPE:- EXISTING,.,« � -.-- i SP- I -T 6---.-..-. .a { PL� v .. N D t=QUIPMENT EDULE SCM .. N0 STANDAD RD YEN -SIG MTG PED SIGNAL PPB ... HPS LUMINAIRE . SPECIAL.. REQUIREMENTS IINS SIGNS TOSti YPe -J A Sig g M.A.M. A. Lt M M.A.M. A. Arm : - Pole TV -2- T �i MTG SP- I -T f�i 4 ' ARROW -------• STREET NAME virivi n►n►�1�ef.�� /off � /e1 e - -- = ►�1/�: 6 � .� ,� //.��� �. z). �-, //���M/�`.�. TYPE:- EXISTING,.,« -.-- i SP- I -T 6---.-..-. EXISTING Q Q 19,4- 129 , 1 A Bel 8 6 SP- I -T SP- I -T 6 8-------• - EXISTING EXISTING ROSEDALE HWY. -+-�---- 6.1=5-129 18.2 4.6 IMA L1 2MAS SV -1-T 2 SP -1-T 8 [p� ,, ,, , ,, ' • , . �QQ1rQ[[���PIA ..------ @ Q(Q(�1►►®IQ1�Q�lQ1rl�QQIItlOmom TV -2-T SP - I -T 2 MEM ��r Ad 01.9-4-129 II PPB POST 4 SP- 1-rT 2 4 No RELOCATE AS SHOWN F D I STP 12' (3» 6M) .TYPE B PPB ROSEDALE HWY. .R..---_: Q PPB POST 1103 PAd r 8 .►—.--.. TYPE B PPB Pr 011005 ON MENEM ON NONE MEMPEAdIrdlArdOMME NONE MQQQQF MMMM MMNMEMMMMOMMFA ■ Co]ill��l�t�►�1■®A�IAQ�lQi►,,''►//��''r®IIQii�®Qr■ .. ; �■■QQQIirQQQO11Ii1li1QQQQQ�11�Qr■ ®QQQi�L'�t�QQQQBannoC1 man m©mmmmom©®�©�©dma®m®mmmmmmmmmmmmm mom mNunn m©mp©pp©mmmmmmmmmmm r mmmmmmmmMENNWmmmmmmmmmmmmmomommmmmmmmommm ®mmmmmmommmmmmmmmmmmmmmrmmm mmmmmmmmmmmmmmmimmmmmrmmmm© DETECTORS mmmmmmmmmmmmmmlmmmmmmmmmmmmmmm TYPE 8 DLC mlmmmmmmmmmmmmmmmmmmmmmommmmmmm r mmmmmmmmmmmmmmmmmmmommmmmmmmmm �c�mrr u mmmmmmmmmmmmacmucmnummmmmmmm ammmmmmmmmmm©mmmmmmmmmmmmmmm ®m■ m+ammmmmmmmmmmmmmmmmmmnmm amomr■mmimmmmm©nnommmmmmmmmm �WM C©]mm��C4�C©�C+®�tO�m����mmmmmmmmmmm L�mmmmmmmmmm�mmmmmmm��mimmm ---- -- NO OWNmNWlmmmmmto1co1co1 101M MIN mmmimimmmml ©mmmmmmmmmmm©©m©©©©mm©I©co�mco�mmmmmi C©7ommm �-� ©mmmmmmmmmmom©©m�mmm�mmimmmwl■rimm ](F3XnXo o mmmommmmmmmomm • mmim9mm�mmomnnnu�mrmmm�®mmmcj numnumsm mmmimemmmmmmmmmmmmmmmmmmmmmmmmmmm ' mmmmmmmmmmmmmmmmmmmmmmmmm . ©mmm�mammmmmmmmammQmolm�mmmmmammommm a PL� v .. N D t=QUIPMENT EDULE SCM .. N0 STANDAD RD YEN -SIG MTG PED SIGNAL PPB ... HPS LUMINAIRE . SPECIAL.. REQUIREMENTS IINS SIGNS TOSti YPe -J A Sig g M.A.M. A. Lt M M.A.M. A. Arm : - Pole TV -2- T �i MTG SP- I -T f�i 4 ' ARROW -------• STREET NAME 30 ® 6.1 -5-129 SPARE" YES - -- = 6 SP- I -T 4 EXISTING,.,« -.-- 4 SP- I -T 6---.-..-. EXISTING Q Q 19,4- 129 , 1 A 8 6 SP- I -T SP- I -T 6 8-------• - EXISTING EXISTING ROSEDALE HWY. -+-�---- 6.1=5-129 18.2 4.6 IMA L1 2MAS SV -1-T 2 SP -1-T 8 F DIST-27' (8. 2M) ..------ @ IA.:- TV -2-T 8 SP - I -T 2 01.9-4-129 II PPB POST 4 SP- 1-rT 2 4 RELOCATE AS SHOWN F D I STP 12' (3» 6M) .TYPE B PPB ROSEDALE HWY. .R..---_: Q PPB POST , " _ 8 .►—.--.. TYPE B PPB Q$TRLICTION NOTES (FOR THIS SHEET ONLY) �� � STREET E� TExSTI G TYPE. IIICFS SERVICE EL� R � o 2� st� SING�' BAKERSF IE GLE PHA � . �,�3. S . C LT RA N S �� I D N o. 46500 5 800 Ir 4 � 3�'T AMPS VOLTS POLES E LOAD METER :-1'HOTOEIECTR I C CONTROL;TYPE 100" 240 2 MAIN BREAKER YES. ---__ 60 120 1 TRAFFIC'SIGNALS 'YES IV p 30 240, 2 SPARE" YES - -- = '�— t 661 32? -196 - z a00 Qz; i if.' ' CALTRANS IDNo,« OG50058005437.SINGLE PHASE - �F AMPS VOLTS POLES , LOAD METER PHOTOELECTRIC CONTROL TYPE 100 240 -2 MAIN BREAKER YES ------ - --- 240 240 .2 HIGHWAY LIGHTING YES, IV p 20 120 f SPARE YES ---- . I STANDARDS SHALL BE PLACED 2.5' FROM FLOW AMPHERE -AMPS LL .LINE OR AS DIRECTED BY THE ENG i NEER. ® INSTALL STATE FURNISHED TYPE 170:`CONTROLLER & MODEL 332 CABINET. ® . RELOCATE £X I ST I NG TYPE I I I CF 120/24OV, 10, 3-W 1 RE SERV I CE ENCLOSURE PHASE DIAGRAM 04 07 AS SHOWN. 06P 4 ALL PULL. BOXES SHALL BE NO.5 UNLESS OTHERWISE SHOWN. 5 FOR TYPE .4A LOOP INSTALLATION WITH" DUAL ADDRESS USE FIRST 3 LOOPS �7 `� �604P 01 06P U4 ON FIRST ADDRESS AND THE FOURTH LOOP FOR THE REAR ADDRESS. (TYPICAL) ® REMOVE & SALVAGE EXISTING CONTROLLER. pf Y INSTALL TYPE 6 PULL BOX WITH EXTENSIONS - 05 - - 01 q �� ID6 04P� �08P 0� and 06 � 02 � 04 and, 07 LEGEND OR -®- -$ OR RELOCATION 02P 01 and 05 05---,4 08 02 and 06 03 and 07 8P 04 and 08. 02P 02n a d5 00308 03 and CD8 - 'CONDUCTOR-, STANDARD z PED SIGNAL PPB CABL E YPE REOU I REMENTS v , s 3" IFA A MMMM 0� ",& Fkjj F9501 I .. ... ...... TRAFFIC SIGNALS 0, ON 0*2 An, ON . , _ ' c��c� ., : -ate r� YES ■rrrrrrrwrwr®rrwror®rrw i 2 �"Ci Q RUNS TO CONTROLLER LOCATED'7BLVD' fX. RELOCATE AS SHOWN ON PLANS" k• ' ' ' • ' � r� D.arrrrrwrrrwrrr■®rr®wrw Q 110111311111117TWIN'THAr MRAr PAF RAFMMMM MEMO ME ME MEN OEM ME 12r����PdP�t''lirrrwwrrrrwMrrrrw 4; [�##� S [a] `, , , : ®wwwrrrwP�'f� wwwwwwrwwwrr RO EDALE 1101 S .. I A2! c©� - ' - - �rrwrarwwrww�rrr®w®w®wwww 1103 OMPA AVAr wrwrwrwtwwrwwrwwrwtwwt q rrrwrwrwrrwrwrrrwrrwrrrrr f 1� rrwr■®r■®rwrrrrwrrwwrrww■ ., f i A B • a ,t 6' 4 EXISTING AMINO pDEL RIO CT. t e i �� � I B yy 6 ------► >f w�www rrn®oa©ar©©©©err©©©I©wr�rror Q 26-4-129 z Y 't a -r r EXISTING ROSEDALE HWY. ii ,t xt 4 �= t x rl��rr r�Irwlrrrlrwl�rirrwuwrrw�rlrrrrlwirrrrlr S: s a j :x 61-5-129 19.8 4, g x rrrrrrlrririrrr�rwrrr■�rrwrrrr 2 SP- I -T 2C0 W t AMINO ppEL RIO CT. Q PPB POST. SIGNAL r©rrrrliwrrirrrrw�rrirrrr�rrrw�r 4 ..r , a DETECTORS g u t h t w , 0 L I rmJil= wrrrrmmom e= r mmommommrrwlrrrri s 1 (oJr�rr�rrr�wrrr(oJ[oJrrrwir�■rlwrr�irr s x k' s i t I€ `f I - •"i » a S t. t, w�rr ©r©ra�rrrrrrrrrrrrr�r©�arrrilr t F +� X Jnr S , �r [4Jw[4J[F�JC4J(4](©Jrrrrrrrrwwrrrwrrrr r�rr�r 1 5 , 7. �r (oJrr■rw�wfrr�rir[o]co]coJrwlwir�wrrirwirrl® �S k` a" I irr w�rr [©Jrr�rrrrrr�r[oJ[©J(©J[©�[oJr�rrlrrriww�rr [oJr[o]coy[o][o][o]wrirrrrrrwEwrww�r■�iwrrr t air©rwrrrrrrrrrrrrrrlrrlwlwirr Y: - 'CONDUCTOR-, STANDARD VEH SIG MTG PED SIGNAL PPB CABL E YPE REOU I REMENTS 7 PH S E 3" IFA A MMMM 0� ",& Fkjj F9501 I .. ... ...... TRAFFIC SIGNALS 0, ON 0*2 An, ON . , _ ' c��c� ., : -ate r� YES ■rrrrrrrwrwr®rrwror®rrw i 2 �"Ci Q RUNS TO CONTROLLER LOCATED'7BLVD' fX. RELOCATE AS SHOWN ON PLANS" [o] ' ' ' • ' � r� D.arrrrrwrrrwrrr■®rr®wrw Q 110111311111117TWIN'THAr MRAr PAF RAFMMMM MEMO ME ME MEN OEM ME 12r����PdP�t''lirrrwwrrrrwMrrrrw 4; [�##� , , • . • - '- . � r� DSP©'" � Dom' ®rw®rwrrrwrrrrwwwr [a] `, , , : ®wwwrrrwP�'f� wwwwwwrwwwrr RO EDALE 1101 .. ', .. • rrwwwr®®wV.�' wrwwrwrwwwww I A2! c©� - ' - - �rrwrarwwrww�rrr®w®w®wwww 1103 OMPA AVAr wrwrwrwtwwrwwrwwrwtwwt q rrrwrwrwrrwrwrrrwrrwrrrrr 1� rrwr■®r■®rwrrrrwrrwwrrww■ ., ®61-5=129 A B • a ��©moo©c�aa©c�©©®©�r�o�aa®or 6' 4 EXISTING AMINO pDEL RIO CT. -t----- �� � ®rrlrrrrrrrrrrrrwrrwrwrrrr 4i 6 ------► EXISTING w�www rrn®oa©ar©©©©err©©©I©wr�rror Q 26-4-129 i 6 �w rr©©©®arra©©©rrrrrrrrrrr�ar EXISTING ROSEDALE HWY. O IA rl��rr r�Irwlrrrlrwl�rirrwuwrrw�rlrrrrlwirrrrlr EXISTING 61-5-129 19.8 4, g r�rr - rrrrrrlrririrrr�rwrrr■�rrwrrrr 2 SP- I -T 2C0 W F. D 1ST=25' (7. 6M) AMINO ppEL RIO CT. Q PPB POST. SIGNAL r©rrrrliwrrirrrrw�rrirrrr�rrrw�r 4 DETECTORS �rrrrrrrrr�I■rrrrlrrlrrrr�wrirrr ► rrr�rrrrrr�rrrirrlrrrrrr■�r�rrr rmJil= wrrrrmmom mmommommrrwlrrrri �wr (oJr�rr�rrr�wrrr(oJ[oJrrrwir�■rlwrr�irr err ©�■©©arrlrrir®rrrrr�sirrw�r®rrr w�rr ©r©ra�rrrrrrrrrrrrr�r©�arrrilr Jnr arrrrrr�wrrrrrrrrwrrlr�Irrirrrr �r [4Jw[4J[F�JC4J(4](©Jrrrrrrrrwwrrrwrrrr r�rr�r car©©rlrrwlrr�rrrlrrrwrlrrrrrrrr 'wr�rwrr (oJrr■rw�wfrr�rir[o]co]coJrwlwir�wrrirwirrl® irr w�rr [©Jrr�rrrrrr�r[oJ[©J(©J[©�[oJr�rrlrrriww�rr [oJr[o]coy[o][o][o]wrirrrrrrwEwrww�r■�iwrrr r��rr air©rwrrrrrrrrrrrrrrlrrlwlwirr • ®r®mmarrlrrlc�mmoalrrrr©©rlrrr • IOJrrrrrrrwrw(�!J(OJrrrwrrrw[OJrrr INTERCONNECT rrrrrrrrrrrrrwerwrirrrrlrrrr • CABLE__ ©rvourrri■ilrrrarir�raair�a�nrorr 1801 21stSTRE T+� f . E .;IT,',E, POLE ANDS EQUEPMENT BAKERSFIELt�. SCHEDULE EXISTING TYPE IItCF: SERVI,CEIENCLOSURE � ? tCC 3 CONSTRUCTION NOTES {FOR TH I S SHEET ONLY} I STANDARDS SHALL BE PLACED 2.5' FROM FLOW LINE OR AS DIRECTED BY THE ENGINEER. (� INSTALL STATE FURNISHED TYPE 170 CONTROLLER & MODEL 332 CABINET. 3 ALL PULL BOXES SHALL BE NO. {5� UNLESS OTHERWISE SHOWN 4t tRS ADDRESS AND tHE fiOURTH ILP FOR THEERE R A�DRE55 3tYPiC La IS RELOCATE EXISTING TYPE'111 CF, 120/240 V. 10► 3 -WIRE SERVICE ENCLOSER AS.SHOWN, ® INSTALL TYPE 6 PULL BOX WITH EXTENSIONS PHASE DIAGRAM SINGLE PHASE CALTRANS { Q No, 0058005 1626T 065 ; ;�-- 27-..���. > , AMPS STANDARD VEH SIG MTG PED SIGNAL PPB HPSSPECIAL LUMINAIRE REOU I REMENTS TINS SIGNS 2 Sig M. A. Lum M.A. AasType Pole e 240. MTG - TRAFFIC SIGNALS STRENAMET ® 1 A 2 SPARE YES TV- I -T i 2 �"Ci Q RUNS TO CONTROLLER LOCATED'7BLVD' fX. RELOCATE AS SHOWN ON PLANS" Q 26-4-129 - BUCK --WENS i BL-� AND SR_ 58 = ;r 4; 2 CONNECT NEW CONDUCTORS SHOWN ON PLAS RO EDALE �—""- I A2! (NO'SPL,ICES ALLOWED -FOR: SIC q RELOCATE AS SHOWN ON PLANS ., ®61-5=129 A B a 6' 4 EXISTING AMINO pDEL RIO CT. -t----- IA , 4i 6 ------► EXISTING Q 26-4-129 i 6 EXISTING ROSEDALE HWY. O IA 6; EXISTING 61-5-129 19.8 4, g 2MAS MAT -L SV -2-T 2 SP- I -T 2C0 W F. D 1ST=25' (7. 6M) AMINO ppEL RIO CT. Q PPB POST. _ 4 ._.._� CONSTRUCTION NOTES {FOR TH I S SHEET ONLY} I STANDARDS SHALL BE PLACED 2.5' FROM FLOW LINE OR AS DIRECTED BY THE ENGINEER. (� INSTALL STATE FURNISHED TYPE 170 CONTROLLER & MODEL 332 CABINET. 3 ALL PULL BOXES SHALL BE NO. {5� UNLESS OTHERWISE SHOWN 4t tRS ADDRESS AND tHE fiOURTH ILP FOR THEERE R A�DRE55 3tYPiC La IS RELOCATE EXISTING TYPE'111 CF, 120/240 V. 10► 3 -WIRE SERVICE ENCLOSER AS.SHOWN, ® INSTALL TYPE 6 PULL BOX WITH EXTENSIONS PHASE DIAGRAM SINGLE PHASE CALTRANS { Q No, 0058005 1626T 065 ; ;�-- 27-..���. > , AMPS VOLTS POLES LOAD:. METER PHOTOELECTRIC CONTROL TYPE 100 240 2 MAIN BREAKER 'YES - --- 60t20 240. I TRAFFIC SIGNALS YE S ------ ---30 30 240 2 SPARE YES ----_ SINGLE ' PHASE CALTRANS I D�, No. 06500580051626L EGISTEREO'�.IVIL ENGINt=ER DATE AMPS VOLTS POLES LOAD METER PHOTOELECTRIC- CONTROL TYPE 100 240 2 MAIN BREAKER YES 40 240. 2 HIGHWAY LIGHTING YES IV 20 120 1 SPARE YES" ----_ AMPERE = AMPS, �_ ---.--=------------------___._=._---.-:----=------,---------_-.----==--- . - -__=__._-------------_--------=---� r I NTERCONN _ t 1 �"Ci Q RUNS TO CONTROLLER LOCATED'7BLVD' fX. AT THE N. E. CORNER OF F:f: - BUCK --WENS i BL-� AND SR_ 58 = ;r CONNECT NEW CONDUCTORS TO CONTROLLER' AT' BUCK:OWENS, (NO'SPL,ICES ALLOWED -FOR: SIC ' A B a • • t, { r , 55 xt „ F . qq t4 4 C G< 3' , - n , , xr , z - s r ar x c < , TEMPORARY PAVEMENT MARKING PAINT , R E b A :. M V E L L C 4 F N CT � G .? L _ N TRAFF � ��� C_ STRIP E S - • AND SIGNS .. .T EMPO RA TR RY T AFF AFF t C , T s RIPr_ P • AlNT PAVEMENT M EENT MARKER {REFLECTIVE) STRIPE REMOVE PAVEMENT EMENT MARKER 1078 00:- 294+25 , , L i M I T LINE QETAiL NO. " COLOR WIDTH In/mm" STAT ON I NG LENGTH TYPE G (EACH) TYPE H (EACH) LENGTH TYPE. G (E (EACH) 1078+00-294+25 - 300 / 27.6, 2. LOCATION SOF � CONSTRUCTION AREA' S1GNS TYPE III .: AR. WHITE ' 426f . 3.9sm 11078+00-294,*24 8 ft/m 8 ` " TOTAL ft/m TOTAL! , m, r SHOWN A ARE'APPROXIMATE' MATE• EXACT LOCATIONS 9 WH i TE 4' / I�omm + '` to78 00 294+25 1597 2133 . , a4 •�. "' DETERMINED,�BY-THE•:ENGINEERSHALL 486. 8 6 50.3BE 38 wHI 8m+200n 1080029 4+25 '561 46 485 " 171 147.8 46 TOTAL 21 58 657.9. SUBTOT AL 46 SUBTOTAL = 26i8 SUBTOTAL 46 1TOTAL 46TOTAL 46 TEMPORARY PAVEMENT MARKING PAINT `2 sf/m CROSSWALK E 2 /30 1078 00:- 294+25 , , L i M I T LINE WHITE 27 /3 1078+00-294+25 .. " TYPE ! AR. WHIfiE 25sf 2.3sm 1078+00-294+25 .. 12' ` 300 / 27.6, 12� , TYPE III .: AR. WHITE ' 426f . 3.9sm 11078+00-294,*24 8 336 '! 31.2 8 ` " TOTAL 636/' 59+ TOTAL! , .r a H .. U AXMJI A.. — t 661 ? 327 .19 6 y 1 0� t a�A N0..2 5f825. ; x '- Z� OS GV IST . ED " IY I ENGINEER INE C E R DATE S I :DEWALK w► END A2-150 Li 00 CURB & GUTTER ON LAYOUT, > FL 15s OVER: (375mm) OVER --- (21 0.70 R=5 III "all 0. 20' AC (60mm) OVER S I :DEWALK w► END A2-150 Li 00 CURB & GUTTER ON LAYOUT, > FL 15s OVER: (375mm) OVER --- (21 0.70 R=5 SEE ITL ELEVATION NOTES AND 5 A VAN YY VAK_ DRIVEAPPROACH TIE - IN STAOFFSET "all 0. 20' AC (60mm) OVER TYPE., 1079+26.34 -LEFT 9' 2.7m YAR a* 95% COMPACTED OG VAR 10' / 3. Om C!.IT TRAFFIC FRAME AND COVER SET TO GRADE AS 11' / 3.3m C;JT 1079+99.41 RIGHT DIRECTED BY THE ENGINEER. COVER AND FRAME 2.1m FILL" .1080+35. 50 IEFT 9' 3'-6' x 3 2.7m' MACHINED TO FIT. COVER TO HAVE FLANGE DOWN, RIGHT 0 - CONCRETE CONCR POD -t-EFT 1 APPROXIMATE WE POUNDS* SEE NOTE *5. 2.4m CUT AREA CUT E A cr 1081+92.59 FILL REA 61 / 1. 8m CUT 1082+11.57 'LEFT 81 / 2.4m CUT -1082+65.,48 RIGHT R/W .(TYP) / TOP OF BOX CUT 11083+13.4001,LIEFT, I I' 88 0.3m CUT PRECAST CONCRETE VARIES ELEVAT ION ADJUSTMENT RINGS J.33% _O IN 8. 3 3% MAXM tX W MAX )401 N B 8■ FRONT EDGE— L OF S I DEWALKT__ SEE NOTE 8 T SEE DETAIL A FOR SEE ITL ELEVATION NOTES AND 5 A VAN YY VAK_ DRIVEAPPROACH TIE - IN STAOFFSET "all (FT/M), TYPE., 1079+26.34 -LEFT 9' 2.7m C LIT 1079+34.91 RIGHT 10' / 3. Om C!.IT 1079+77.25 'LEFT 11' / 3.3m C;JT 1079+99.41 RIGHT 7' 2.1m FILL" .1080+35. 50 IEFT 9' 2.7m' CUT 1080+570-55 RIGHT 6' 1081+20.-8S -t-EFT 1 8"/ 2.4m CLIT 1081+92.59 RIGHT 61 / 1. 8m CUT 1082+11.57 'LEFT 81 / 2.4m CUT -1082+65.,48 RIGHT 41 / 1.2m CUT 11083+13.4001,LIEFT, I I' / 0.3m CUT • DEPRESSED SIDEWALK LK SIDEWALK J(�= VINQ ROUNDED :?