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HomeMy WebLinkAbout1.1-7304wise] 161 a] "6" CURB AND GUTTER" 8.095 3,358 0 11,453 LF SIDEWALK (4" THICK) 47,719 • 0 62,834 SF i A 7,882 0 20,313 SF CROSS GUTTER (6' IDE) 700 700 0 1,400 SF ACCESSIBLE RAMPS •• • i i ` 14 s • • i 0 0 •"� r ri • LOCAL STREETS AC PAVEMENT 1:0 lV we so'i • 'i i i LOCAL STREETS CL -11 AG. BASE • ► i 1,423 0 4,547 CY FIRE ACCESS ROAD AC PAVEMENT 69 0 0 69 TONS SAW CUT 100 0 0 100 LF CONCRETE MONUMENTS 21 5 0 26 EA MONUMENTS ENCASEMENT 21 5 0 26 EA STREET NAME SIGNS 16 3 0 19 EA TRAFFIC CONTROL SIGNS 2 0 : • 2 r i STRIPING 20 0 0 20 LF STREET LIGHTS 13 5 0 18 EA owl i= • ' i' • * � r r i "6" CURB AND GUTTER" 8.095 3,358 0 11,453 LF SIDEWALK (4" THICK) 47,719 15,115 0 62,834 SF DRIVEWAYS APPROACHES (6" THICK) 12,431 7,882 0 20,313 SF CROSS GUTTER (6' IDE) 700 700 0 1,400 SF ACCESSIBLE RAMPS 12 2 0 14 EA CMU SCREEN/SOUND WALL (6'%7') 1,176 0 0 1,176 LF LOCAL STREETS AC PAVEMENT 1,992 929 0 2,921 TONS LOCAL STREETS CL -11 AG. BASE 3,124 1,423 0 4,547 CY FIRE ACCESS ROAD AC PAVEMENT 69 0 0 69 TONS SAW CUT 100 0 0 100 LF CONCRETE MONUMENTS 21 5 0 26 EA MONUMENTS ENCASEMENT 21 5 0 26 EA STREET NAME SIGNS 16 3 0 19 EA TRAFFIC CONTROL SIGNS 2 0 0 2 EA STRIPING 20 0 0 20 LF STREET LIGHTS 13 5 0 18 EA STREET LENGTHS ROAD CONSTRUCTION ITEMS PHASE 1 PHASE 2 PHASE 3 TOTAL i LOPEZ R.C.E. #67602 DATE REVIEWED. 41 If Lj/ RYAN STARBUCK -- TRAFFIC ENGINEER DATE TR #2327 -- F� r BERKSHIRE ROAD (SIDEWALK ONLY)(COLLECTOR) 1210 0 0 1210 NOTE SHEET LAREDO DRIVE 685 483 0 1168 • STALLION SPRINGS DRIVE 161 795 0 956 CATTAIL CREEK WAY MOONSHINE FLATS 0 388 0 388 SADDLEBACK CANYON ROAD CATTAIL CREEK 1262 0 0 1262 BROKEN SPUR 183 0 0 183 WINDFALL LANE 424 0 0 424 MIDNIGHT CREEK 927 0 0 927 SADDLEBACK CANYON 738 0 0 738 FIRE ACCESS ROAD 236 0 0 236 i LOPEZ R.C.E. #67602 DATE REVIEWED. 41 If Lj/ RYAN STARBUCK -- TRAFFIC ENGINEER DATE TR #2327 -- F� r SHEET NUMBER SHEET TITLE • • r-� f r TITLE SHEET 2 NOTE SHEET 3 LAREDO DRIVE 4 LAREDO DRIVE s r• # • 6 MOONSHINE FLATS DRIVE 7 All r W1 141 Ith on TRACT 7 1 . af r 30' WIDE TEMP. SEWER EASEMENT PER INSTRUMENT NO. 0207084777, O.R. 19 10# ht �<cr 4 f -ac 4 RED ROCK CRCEK W TRACTAY so 359 40' PUBLIC ACCESS EASEMENT FOR INGRESS AND EGRESS PER DOC NO.0205195833, Q.R. DOWNIE RIVER DRIVE S so Ft�1Q' pG tlpNIGNT CREED WA Y �* S.D. CATCH BASIN — 4 D bHEET LIShT TA ato "I L E SHEET NUMBER SHEET TITLE 1 TITLE SHEET 2 NOTE SHEET 3 LAREDO DRIVE 4 LAREDO DRIVE 5 BROKEN SPUR DRIVE & WINDFALL LANE 6 MOONSHINE FLATS DRIVE 7 STALLION SPRINGS DRIVE 8 CATTAIL CREEK WAY > CATTAIL CREEK WAY 10 MIDNIGHT CREEK WAY 11 SADDLEBACK CANYON ROAD 12 BERKSHIRE ROAD LVL 11 I p] 4 MAK is i :• l ,: •'k i : i i i t :r i r * ' * i * i i ' i * ` i i"i ` i t!• ii• ii . *: t i � ir1 r 1 t 1! r i i, i•! ! lit. t 1► ;, t * i t i ri Vii.-� •` � • �. is r ; ► r � i r . i s * • r r •`. r • r „ • � i i . r r i i tt : • ! : ! : i ` Wall 1 i i r r t AN a 1 # i Lei N W E 1! t ! ''' • i t` i i t 'i` 1` i t i •, i. i i i i • t 1 i i APN: 540-010-09, 54 540-082-21 540-092-01 NUMBER OF LOTS: 138 -- 39.66 GROSS ACRES PHASE 1 — 88 LOTS PHASE 2 — 27 LOTS PHASE 3 — 23 LOTS UTILITIES: CiTY OF BAKERSFIELD PUBLIC WORKS PH: (661)326-3724 ELECIRIQ PG&E PH: (877)743-7782 CABLE BRiGHTHOUSE NETWORKS PH: (661)323-4892 i W 0. 0 0 W m ��G�NEER p v 0 ,,1 .- vy1i 4 r d > U w w _ z co W z tWt^ V! W o - W v z W 0 Q N W E # i Lei N W E 1! t ! ''' • i t` i i t 'i` 1` i t i •, i. i i i i • t 1 i i APN: 540-010-09, 54 540-082-21 540-092-01 NUMBER OF LOTS: 138 -- 39.66 GROSS ACRES PHASE 1 — 88 LOTS PHASE 2 — 27 LOTS PHASE 3 — 23 LOTS UTILITIES: CiTY OF BAKERSFIELD PUBLIC WORKS PH: (661)326-3724 ELECIRIQ PG&E PH: (877)743-7782 CABLE BRiGHTHOUSE NETWORKS PH: (661)323-4892 i W 0. 0 0 W m ��G�NEER p v 0 ,,1 .- vy1i 4 r d > U w w _ z co W z tWt^ V! W o - W v z W 0 Q z 0 co > W w U m '� > J� W CD _jvE Uzi o /"W'� Q 0 Q r" W z '(n o- X a'" C- WW ms "t7 ~ v y3. Z Or 3 U- CO -W $ > z 0 co > W W J i X C�� { a • W r C1 !DLU M (L Q N 0 a. p I- O d. • 1 NOW1 • W J i X C�� { a • W r C1 !DLU M (L Q N 0 a. p I- O d. P/L BERKSHIRE ROAD R/W R/W TRACT BOUNDARY f LANDSCAPE 12.52' I . LOT~� 5' 10' 5' F ' F 6' MASONRY WALL PER 6,13' SEPARATE PERMIT '' MIN.-. 2% MIN. ...�. 2' I *SLOPE T � TTE I 4:1 MAX. � 29o' *1.57- MIN *1.57. MIN 3.4% MAX, 3.4%MAS. 20 —117 ++u.a ps PAD S •�.ti ♦.s .........., .�.�„ .....*..... ........w..• :.."�..�' ., W.z..a`.�~.-a,«,v. �........�' .....v.,,. .,acs..., e:f • F•,: 105 SIDEWALK ... .,...,.a. .,�„si' "a..ae..:;'.'�„, `d, ,„„• ,a $ e 4vJ MAX EXISTING CURB AND GUTTER SFE DETAIL,, # � �Ru"AD STA. 10+00.00 TO 18+75.75 Typ. A jN.T.S. 5PECIAL NOTL5 HOUR ® r• NOTICE PRIOR T ri • OF PHASE • HOURSCONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIV AT LEAST 24 •TICE. THE SEC11ON MAY BE NOTIFIED•• • 2. NO CITY INSPECTIONS WILL BE SUBDIVISION r • APPROPRIATE bbr#iry SECURITY AND INSURANCE y � w' OBTAINED. 3. INSTALL BLUE MARKERS AT CENTERUNE FOR w HYDRANT• 4. PRIOR TO PAVING FOR THE PROJECT r THAT CONDITIONS REMAIN• APPROVED . rr r• PLAN SHOULD • x • i A REVISED PLAN SHALL BE SUBMITTED THE CITY FOR APPROVAL • DAYS PRIOR TO PAVING. 5. LUMINAIRES SHALL BE SOLID DIODE ! PHOTOCELL s T• •ri NORTH) r Y i CONFORM •w : TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET UGHTING SPECIFICATIONS. 6. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT ME CURRENT STANDARDS r r PUBLIC WORKS r REQUIRE • ., w' REPAIRING i# UPGRADING i PER CITY ENGINEER. '•r R/W & P/L 60' FL 40' 20' �� 20' 1.5% MMI AX . 1.5q MIN'. 14% 41) (`E)' STREET SIGN R W r LANDSCAPE LOT 0 BERKSHIRE ROAD SANITARY SEWER `. z lei aq w WATER LINE 1.0' .�.. n_.., ........ .r...,... (E) GAS LINE 10' PUE 0 LOCAL STREETS ! • We w ®"�'"' TRACT BOUNDARY '1 RIGHT OF WAY ! -i ! i i r �• i � � .* s - •ii • •, * ,, ! � ! •jai # # iij �. o r. r � : : : # ! m' . # • :. i w : , • , Y ! � XI r , i s m ! # M a « i a. i r i » r GAS EASEMENT GRADE BREAK 4.5' 2' O STRAIGHT GRADE TO MINIMIZE EXCESS • • (E) STORM DRAIN MANHOLE LJ 1, • LANDSCAPE DRAINAGE ACROSS NEW STORM DRAIN MANHOLE t- o OD �. THE SIDEWALK FOR THOSE r v w 0 v v MAX O ■ ! i ! `` i•!! ! # `ii ! o (E) SEWER MANHOLE MAX W J e . r ,. #.: , ■ r ! • i. r r ! i r $ P � r :. ; y ar * "' ! . i i. # i. » r , r 1 « w. a i i r # • * !� ; C? A MIN/ 4:1 MAX AT Q NEW SEWER MANHOLE Lu LANDSCAPE EASEMENT •kg'r.rl r#Jr S .r•r• ti• .W YYj..*r•��•�•i�l..♦iliYn� r�N!h. ... rte. � 1 .•.: .t ••. •. •• • .•y < • .... • � 4.5 r r ! !.. •r •. wr#. i. �» yr r#. •• r, !.® •y. i i. • i i ROUGH GRADE LINE ROUGH GRADE �"-- 4.5' OF 90% COMPACTION LANDSCAPE EASEMENT -°- (E) SIGN 0.4' BELOW UNDER CURB, GUTTER AND ' NEW SIGN GUTTER FL APPROACHES 5 i i !- i '` • °"' '•• ! i`"i � ! i*#' • * 'i gill ! r ! a ANDG"'UTTER i. r, i r :i r, i •. ! r r®�, r i i t »• w " • • • ! i * ! ! • • • r ; r • !. r r , r r +. # r «! i » - • «" i r i rmin"EN Q � ® w Z MO (E) MONUMENT W O `. i- it . ! • l • i » r i; - i w NEW MONUMENT p r W - • i i • r N "" r r , i b* ! • r a. a i a '. NEW WALL ! r • ' if « Y r 4'! # Ct (E) FIRE HYDRANT (L �-.ui a U Q , i • w r * t r. a • . .. « !■ � : i * • ! 7 r � s a # ! a • a ! "°' i x a - Y i r : i . i i y i M • r ! ! r » ■ ® r i ! * ' ! • ! • ! r ! r $ • * i ' r rr i «. • ! i r i " it : i •w ■ e iw , ,•bwlE •ri'# i' i ! r' `ir • m r » ` !' i ` :• ! ,i ; r ` r • r • !r r . , ler w• .. • .' « y w a • ae • + .i # w *. ! r ! , * .. ! . , » w , i i i r , i. • •. • i » '! .. , *.fib r • ` i • ♦ # - ` » * r # • • i » "' i ' w r r.• • r•. !• w » i r it i i ! •. i .• ai wa � � r r • s i i i ` i • r ; i. �..r#, r ;� ;« it it ,» A *` ,:i-. !` t -• « • t st r r ; ! r ; » � #i i' !• • � a r !, i• • !- ! 4 it ♦ :•i i - t i i 1' 1 t -" •- • A i •i ;r ` ` s s- • s i !i i . ` •m ga I u I R m» ;r ,Ili A# ! ■ # `. • i - :_ ! ;, t i' -"t ' ! i r i r w i . i * r i , ■i : ; ,. i' i i' ii �:• i i » ! '. #• X #'i` #' !i • ` r i' ii ar• !' i r•r •: t : • * • wr•■! i •r •r i i r is. ; # *. #rrii., i ..:fir • •. !• • i i. *' .. ' ! !i 41 i • • !' # • ! � ! w ir r • ! ! r w • s • r: * .r i # # • i i # # �• r !"rA i w "i • r' i ' , .r !. ! « • A i ! • *, i a• ` • « , r r�,•r ! • # r x i Y i"'i a • « '•i " r;i i ! r i •moi° i 4 P/L BERKSHIRE ROAD R/W R/W TRACT BOUNDARY f LANDSCAPE 12.52' I . LOT~� 5' 10' 5' F ' F 6' MASONRY WALL PER 6,13' SEPARATE PERMIT '' MIN.-. 2% MIN. ...�. 2' I *SLOPE T � TTE I 4:1 MAX. � 29o' *1.57- MIN *1.57. MIN 3.4% MAX, 3.4%MAS. 20 —117 ++u.a ps PAD S •�.ti ♦.s .........., .�.�„ .....*..... ........w..• :.."�..�' ., W.z..a`.�~.-a,«,v. �........�' .....v.,,. .,acs..., e:f • F•,: 105 SIDEWALK ... .,...,.a. .,�„si' "a..ae..:;'.'�„, `d, ,„„• ,a $ e 4vJ MAX EXISTING CURB AND GUTTER SFE DETAIL,, # � �Ru"AD STA. 10+00.00 TO 18+75.75 Typ. A jN.T.S. 5PECIAL NOTL5 HOUR ® r• NOTICE PRIOR T ri • OF PHASE • HOURSCONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIV AT LEAST 24 •TICE. THE SEC11ON MAY BE NOTIFIED•• • 2. NO CITY INSPECTIONS WILL BE SUBDIVISION r • APPROPRIATE bbr#iry SECURITY AND INSURANCE y � w' OBTAINED. 3. INSTALL BLUE MARKERS AT CENTERUNE FOR w HYDRANT• 4. PRIOR TO PAVING FOR THE PROJECT r THAT CONDITIONS REMAIN• APPROVED . rr r• PLAN SHOULD • x • i A REVISED PLAN SHALL BE SUBMITTED THE CITY FOR APPROVAL • DAYS PRIOR TO PAVING. 5. LUMINAIRES SHALL BE SOLID DIODE ! PHOTOCELL s T• •ri NORTH) r Y i CONFORM •w : TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET UGHTING SPECIFICATIONS. 6. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT ME CURRENT STANDARDS r r PUBLIC WORKS r REQUIRE • ., w' REPAIRING i# UPGRADING i PER CITY ENGINEER. '•r R/W & P/L 60' FL 40' 20' �� 20' 1.5% MMI AX . 1.5q MIN'. 14% ' U (E) BLOWOFF VALVE 41) (`E)' STREET SIGN R W D STORM DRAIN LANDSCAPE LOT 0 BERKSHIRE ROAD SANITARY SEWER Mi M w WATER LINE 1.0' .�.. n_.., ........ .r...,... (E) GAS LINE 10' PUE 0 LOCAL STREETS GRADED SLOPE (SEE GRADING PLAN) We w ®"�'"' TRACT BOUNDARY '1 RIGHT OF WAY (E) PAVING"' PHASE LINE iij — — SEWER EASEMENT u GAS EASEMENT GRADE BREAK 4.5' 2' O STRAIGHT GRADE TO MINIMIZE EXCESS • • (E) STORM DRAIN MANHOLE LJ 1, • LANDSCAPE DRAINAGE ACROSS NEW STORM DRAIN MANHOLE t- o OD �. THE SIDEWALK FOR THOSE r r 27o MAX O AREAS OVER 2%. o (E) SEWER MANHOLE MAX W J e C? A MIN/ 4:1 MAX AT Q NEW SEWER MANHOLE Lu LANDSCAPE EASEMENT •kg'r.rl r#Jr S .r•r• ti• .W YYj..*r•��•�•i�l..♦iliYn� r�N!h. ... rte. � 1 .•.: .t ••. •. •• • .•y < • .... • � 4.5 LCAT TREATMENT --` NEW STREET LiGHT ROUGH GRADE LINE ROUGH GRADE �"-- 4.5' OF 90% COMPACTION LANDSCAPE EASEMENT -°- (E) SIGN 0.4' BELOW UNDER CURB, GUTTER AND ' NEW SIGN GUTTER FL APPROACHES 5 - EX. MASONRY WALL. Tyr' -K'.- TY CURB ANDG"'UTTER TYPlt'o;*`6.AL + NEW STREET SiGN Q � ® w Z MO (E) MONUMENT W O cWn w NEW MONUMENT p W NEW WALL Ct (E) FIRE HYDRANT (L �-.ui a U Q <G ' U (E) BLOWOFF VALVE 41) (`E)' STREET SIGN R W D STORM DRAIN LANDSCAPE LOT 0 BERKSHIRE ROAD SANITARY SEWER Mi M w WATER LINE 1.0' .�.. n_.., ........ .r...,... (E) GAS LINE 10' PUE 0 LOCAL STREETS GRADED SLOPE (SEE GRADING PLAN) We w ®"�'"' TRACT BOUNDARY '1 RIGHT OF WAY -i PHASE LINE iij — — SEWER EASEMENT u GAS EASEMENT GRADE BREAK 4.5' 2' O STRAIGHT GRADE TO MINIMIZE EXCESS R/W & P/L 10* 2' �r— 8to, . .s; ,... r.. rw.}rq G*++yt ...m .ML w..; +i•.e +-..!ice +.� .rr. rw s*..r�.t. ..i a ROUGH GRADE \ LINE SEE DETAIL 1 TYP. 60' RIG` HT OF, WAY NOTE: TI=4.5 R=55 N.T.S. • 0.20' TYPE 'B' AC • 0.40' CLASS II BASE COMPACTED TO MINIMUM 957, RELATIVE COMPACTION a 1.00' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY N.T.S. 1.1-7304 CITY RECORDS N0: is 0 a CL 0 0 w D U U) w o co w j a 41) R W 12.52' LANDSCAPE LOT 0 BERKSHIRE ROAD Mi M 1.0' 0 10' PUE 0 LOCAL STREETS F- We tD '1 LANDSCAPE AREAS ARE TO -i iij UJ u BE DESIGNED AND GRADED 0.63' 4.5' 2' TO MINIMIZE EXCESS • • TYPE "B" CURB AND LJ 1, • LANDSCAPE DRAINAGE ACROSS GUTTER PER ST --1. t- 27a' OD �. THE SIDEWALK FOR THOSE r r 27o MAX O AREAS OVER 2%. o MAX ..-- J e A MIN/ 4:1 MAX AT Lu LANDSCAPE EASEMENT •kg'r.rl r#Jr S .r•r• ti• .W YYj..*r•��•�•i�l..♦iliYn� r�N!h. ... rte. � 1 .•.: .t ••. •. •• • .•y < • .... • � 4.5 - SIDEWALK PER ST -3. ROUGH GRADE LINE ROUGH GRADE �"-- 4.5' OF 90% COMPACTION 0.4' BELOW UNDER CURB, GUTTER AND ' GUTTER FL APPROACHES PER ST --9. DETAIL , Tyr' -K'.- TY CURB ANDG"'UTTER TYPlt'o;*`6.AL N.T.S. 1.1-7304 CITY RECORDS N0: is 0 a CL 0 0 w D U U) w o co w j a 41) Mi M F 0 F- We tD '1 • -i iij UJ u -M W • • • LJ 1, • 9 t- LJ Lu OD �. r r LLJ • O 0- o J e Lu uj • Mi M F 0 F- We tD '1 -i w _ CN u -M W W N 9 t- LJ Lu OD �. (L M 0 N O 0- o J 0 OX ,§ �.l 0 w � w P. I 0 I � I . 1:3 z w CL I i , 1 003'5949.�3�'= I I . � cr. X W CL I � V_ ... - - __ 11 I a 1#1 0- ' 0 6 15 0 -. 5 0.37' (TYP.) 110 BACK OF WALK _j 0 am i -J 1 - ,, 0 0.00- (AT KNUCKLES c*1j 0) - R/W 9 I AND CUL-DE-SACS) (E) FIRE HYDRANT 1 2.0 11 ­1111.�, 16.5 - --" 16.5' . 1 ,.87' (TYP.) '%k w _j 1! 1 o6 r- do 06 1 C-4 [ '�' ' "O A-50' CAI MICKI ES ' - . I - - b. I I , , . , 11, - . . 4%. - . , 11"', - 4 ) 1* * ,,. AND CUL-DE-SACS ,� 112' .mg. I .., I D I " 46. TYP., .,In - . . �-. .. .- . . 41. 1b . , &*. . ,A 4: * ' I . . * . , , . IIIiA I' � , . . . , . . . .� 6". �, . . . a,, . . . A - � - . , #A , N - � ­ , 1 7! - - . I .r... I . 0 - ;_- 10' (TYP.) _j �13* 1___1 22'_ --I 3' ''I 3# [____�_ 22' `tj�;� L 9.62' (AT KNUCKLES 1-1 g 00 04 11 1 I �<_ to F, ' AND CUL-DE-SACS), 5' OR AT LEAST 22' ;s V) _j N 0 _j U- I I /I In TYwPqh1(;"AL I 2um"R1'v`ffEWAYs LAYFONWT I I I i i I i i I CURVE TAto"S'LE l� � I � 11011110�lrl ===�= 0 I - I CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND ��I�mml DETAILS ARE EXACT OR TO INDICATE THAT THE'USE < i , 1 003'5949.�3�'= OV) "'� - ------- ";�m v 1. N N V_ ... - - __ 1 1088*36'43.39- � v , - 141 mmml _j 110 I I , i= I i__ i. 1.50" i I I - mmmi, RW I ' c*1j 0) � I __ --I-,- ­�I= i I 09412"11.54" 1 - ���m, (E) FIRE HYDRANT I I I ; " i i 086*251 3.,35 J= . -_W=4- 0) >_ n < '%k w _j . 00 o6 r- do 06 w w 0) � c7i 00 4- v- W 00 - � a -:: T, - 1:� 1 949.03" �������gw: ff11#)6j&T!jc���� # I mmm == . 1�z I I I I BERKSHIRE ROAD ' � � SEE SHEET 12 I/ � --11. , Q) � _­� � c I , , , , , , " A ��'1111'- ,,�1.1� -�,.,� ,� ,11 -,,, I. I" 11. UX I'll/1�11 lv'�: 011 � 1. 'A", - 1. i , , I � \ 1'k " It " ../I I ,I �6 tk I t I:, - 1 50' WIDE PG&E GAS - i M V *`%, , . / , , ,� 1U I , -�� , �q ; c , I , K I 0 \ , ,� , , 2- 1, , , "I . "A" EASEMENT PER BOOK I—, 1 ,",-"-,.- A& I 1, ", M " , I / (_A - t� I ! '" , ;ZN'l -­ � 'I'���,"­­­ I ,,, It, - - 1Z �­ 1i 1 ,,, � , 1111 2081, PAGE 223, O.R. 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Ow m 40 80 $ 1 � I � I I I ® _, _m M17 In jmu_ I ' HORZ SCALE: 1 "= 40' . , NOTES: - ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+X-X.XX. Im me .01 Lu 9 � ,! I 0 CL @ ui > 0 0 0 I-_ I NEW STORM DRAIN MANHOLE @ w I @ w LLJ i NEW STREET LIGHT *"l m -a- " �� _j NEW STREET SIGN I 0- < � I CL Z < )-, -1 LEG.E'ND: , ,x " (E) PAVING ' @ (E) STORM DRAIN MANHOLE . @ I NEW STORM DRAIN MANHOLE @ (E) SEWER T MANHOLE I @ NEW SEWER MANHOLE C-_)' ' i NEW STREET LIGHT n (E) SIGN . -a- NEW SIGN + NEW STREET SIGN I OR (E) MONUMENT . O NEW MONUMENT I I NEW WALL MPK=� Ct (E) FIRE HYDRANT I (E) BLOWOFF VALVE I I (E) STREET SIGN _D - STORM DRAIN S. SANITARY SEWER w WATER LINE _____ C�', __1 (E) GAS LINE - � a -:: T, - GRADED SLOPE (SEE GRADING PLAN) I woos - TRACT BOUNDARY 6 RIGHT OF WAY MMM IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII PHASE LINE I - I SEWER, EASEMENT ' a GAS ,EASEMENT A GRADE CREAK 0 * STRAIGHT GRADE 1.1-7304 CITY RECORDS NO: I III I a. < cl) 0 C/) z < 0 I * 60. , I-_ W 0 0 r') 0 r -I 'Lu I � a, w _r T_ r*f) (n , U, rn I 0 11111�11 ry w 0 1 . X• r ,L cv) CL 1, I cc Q < U- m 0 I CL 0 I 00 6 I•m • < a .j•< .J w 0 III- I 0 w LU . • LL 0 < IIII- 0 (A � W =) to U) I I I I I > w 0 I I w 00 I III 4 Qm � a C1 cl) 0 C/) z < 0 I 0 60. , I-_ W 0 0 r') w W r -I 'Lu I � a, w _r T_ r*f) (n , U, rn I 0 11111�11 0 w 0 1 . X• r ,L cv) a 1, I cc Q < U- m 0 a .4 0 I 00 6 I•m • a .j•< .J 0 III- I w LU . • 0 < IIII- cl) (A C/) ct 0 I F- ' a) I �i I-_ W ko r') w W r -I 'Lu I � I . I w _r T_ r*f) (n , U, rn I 0 11111�11 U) . c\I g y 7- u Lu 00 , U- m 0 a 0 I W 0. 6 RA 1 40' op 40' 80- 9 I I A. ]�_ _ _11 I I , � I � ­­_­ I � I m w ® w --- , i i � I I t i I � I e I I I! � - I-- -- -- - I I i Ii I CURVE TABLE i i -i I I . m mm III I CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR I'_ � 8 M: M 1 i � 094 IL- ---- - _----------_---_1= �, OF THIS DRAWING IMPLIES THE REVIEW AND ,APPROVAL 8 ## loe .6- :i m m I I ----------- i i � ------- 0 i 03r121-5-.20---11= ; I - 1 1 ==114111111Y.IrAd I ;* = .j 0. r � . /08 * W " I =='L V) §• 1089-5957.77 i I I � i= CATTAIL � � � I m m F________________.- 11 I I 09T0002.23 = � � � � � ==L 11 I I : i 089-59-'57-.77= w S. -g 8 � I i ii I i,< 1= cc W i � m ii 268'4950.22" i = I I,--, il �, k I \ 1044!24'55.1 1 n I .� , = � m i , i i 090'0002.23 � = T it0N NOTES , 0 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL ON SHEET 3 AND PER BAKERSFIELD DRIVEWAY SM. ST -7. I @ INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. 0 ADJUST TO GRADE. " " . i.9 I I 0 1 I I NOTES: I r ALL STATION LABELS: ARE C/L STATIONING UNLESS OTHERWISE INDICATED. , FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. . , 14 1 �� CONSTRUCT TYPE 0 CURB Oc GUTTER 1 WrA PERcvv%cmar Ir -Lu STD. U. ,7�1 1 - I W/ -t. I I WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD SM. ST --:5. -11 LEGEND: I INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. ,1 - - I , ,, - I 0 77 ­­­ -7-7577- _ � 7 ­-, ,,, ­', __�', � ,�-, 1,11 � � � � � CONSTRUCT HANDICAP RAMPS PER BAKERSFIELD STD. ST -10 AND PER CALTRANS I*. � [,� , ,� ,,,,, ,1-11- ''I @ DETAIL A88A, CASE "A". " ^ (E) PAVING 1`11, . I I 0 INSTALL 10' WIDE DETACHED SIDEWALK PER BAKERSFIELD SM. ST -6. % @ (t) STORM DRAIN MANHOLE ' (�) PROTECT IN PLACE. I @ NEW STORM DRAIN MANHOLE I "' 12" STOP BAR PER BAKERSFIELD STD T-27. 1, @�9 (E) SEWER MANHOLE 0 1 1 1 9 TO BE REMOVED AND RELOCATED. * NEW SEWER MANHOLE I (. -- (3 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -9. 40' 11 op 40' 80 @ 1 1 C>- NEW STREET LIGHT CONSTRUCT WALL PER SEPARATE WALL PLANS. I "I I I I I E) SIGN I I I ^ -* kyl - . -A- NEW SIGN @ INSTALL STOP SIGN R1-1 PER BAKERSFIELD STD. T-19. . + , NEW STREET SIGN GSAWCUT AS DIRECTED BY CITY OF BAKERSFIELD ENGINEER. LE:1 " =40' � E (E) MONUMENT 0 REMOVE AND RELOCATE BARRICADE PER THIS PLAN. (TO STA 21+35.00) � I * NEW MONUMENT 0 RELOCATED W-31(CA) WITH O WHISKEY CREEK DRIVE) NEW WALL @ INSTALL W31A (CA) -ROAD ENDS 500FT- AT STA 16+00. � . , Ct (E) FIRE HYDRANT I I - (E) BLOWOFF VALVE , I 14�t I I S + (E) STREET SIGN t - , 4 D I 4,4)�t S//. STORM DRAIN 36 Syr -Z �J% .s SANITARY SEWER A A I DO ,-*- 1 01 35 : 1% ,I) A I / ol,?; / 3 w WATER LINE _', -1 co I , I )o -I-- z1f ­_...... ___ (E) GAS LINEI CN I � Ise,, 4 I _�__ T, __ GRADED SLOPE (SEE GRADING PLAN) e 3� I I + I � ­­­ 1-1- .,,.u..,,.u.1 11�, `11\ I . � " TRACT BOUNDARY N . 0 ry -I- , Ir- It -1 w \ 10- I I I RIGHT OF WAY ,-- , cn CD .,�;x . 1p %) . /"', . I I 1 1 1 0 331* _j . `�; Niiwm PHASE LINE .... I (;% , Lu 0 k D 1 ON$ c )o v- I � I ER EASEM , I I �\ I I I - 7 0) T- 0) F I I A - - - - ± . � I I I fl -1/ I "I (34 9)' 1 \ A '1� 6 1-4- I 'o (o _j C,4 FL STA=9 .�4 ,,62 1 11 I '**_� I I _­ rl,�:, I "' �,� SEW ENT I Z4 UKIVLWAT I \ V � \ - I J_ - I STA -'l 1+82.8i �� STA=10+20.00 BCR '� I Ir- // 00 (D 11 n )o N '� I EASEMENT " v- I - . I _*_1 �I k C17 _- +0 _j ,I _@ , �JFL 40.00 L 1, �_c 14- - c! � . I A co V) q * (n A \ \ I I �N 0 re) 0 1 31 � N, EL +31.46 _HP , \ b � - ® v- C) z a I I 11. \ I , ��S TA�- 1 �3+ 6 �0.6 i �� \ c*4 D -01 11 C*4 11 I A GRADE BREAK sTA=9+7 I , . , � D c� "-- 5.00 H � \ I 0 9 1 1 P_ , , I q CATTAIL CREEK WAY ii+00 I :..... 0_j 0+00 4- ?�- .1 1tit. - _.�._ 'I-_ __14� I@10�_ s1i 4-00-c" �, 11+_t/-) u-A� 1 �v--9+26.45 1 c"' 1 - - I I IrD- 39 1 40 0 STRAIGHT GRADE . FLS 0- % I- �__ ' I i ". 11 . I Is;- I - 0 . ________1 I I , . u > I.",- I N47 182.85 . blot � , loe '1� I I - � I s _____00�_ s -_ 1 1400 2 1 0 1* j()+00 I b-1. 1___�4 1 � 0 1 . I I - �,_. _. =_.. � � k� I . I 1\ " � ii! 19 C-4 . c� I � �� �.�., I � N 1, 0 1 1 10� - , I z \ 4-191 I s - V_ V_ C%# i I I I / 1 32 1 1 \ , . . 11 - ==N, -W `-� STA= I 0+00.00 11, 11 \ Goy'` , n . � i i 0 i k N11Z s 6 1 . BROKEN R � \ I -10 J::� -Zjj�) I 1 " �, Nag. I 1� , , ­ Il- i 0 /j, I -,T- . 2 _�,__� , I �� co � ,A I 11 I- t 'o- >_ \ k 0. \ 4 / � \ STA= 1 0+00.00 c- 11 Ln 0) ,< & " P/ . -) I 6 / I CD q WINDFALL LANE � �., ___, !`*� (6 - I , ___--lo�-A v / \ - : 11 0 w 0� w 11 x n m - I tj 69 I \ co 0 � I � (�\ cr) I-;?. V_ - I 'I- \ N , 0 � m 0 � STA =11.1-85.? 1 k � om: ry 0 LO + . W I 1� 1�1 / % \ 00 I I % 111,Z_1 + x * �' I V_ 0 t q CATTAIL CREEK WAY 11, Q U) 0 -to n \, \ cq 6 � I 11 I � w 0 "t * \ V_ V_ + � f\ 1 8 I 1. 0 1 1 1 2 0 V_ \ / - - - , , v) N 1000 * � I 11 � . * If. "' ( - \ / X I to,- 04 0 38 0 ,- 04 ? CL 0 T- / U) � c� LLI d I I , � � I 0 11 00 A K) _j U., 16 g< i<-1 tlli)) . .q. C2 0 ,/ I � x 00 'o (n C-4 \ / +_ . . � // 0 : I '�\ 413 I co C! + 0 1A_ to I I , I L_ 11-1 cn i"k I I .� 0 0 73 � mo 0 0 + i e r%. n 0 %_ + 00 .4- � PG&E BOREHOLE 1w V_ ___� Q\_j r- ,2 ?Z.-,;, I I � ca � / I- 71 It— / � ,­) _j ____ to STA=13+80.68 BCR 7 - / . 5�� - , � f 11 I V_ c� I %. I I I I LOCATION. 0 1 + Li- 11 '� co 31 / I � , If I co _j - FL 20.00 R � 04 / < 11 , fl- 6 :�� � u- I 0 . 30',WIDE TEMP. SEWER TOP ELEV.=342.45 ��', q o < 17 _1\ � I + i (F�- I + k o / � I n \ STA=14+23.64 A � � 0 1(�� 1-1I � 04 � '11 ml_jQn11 . � ;EASEMENT PER INSTRUMENT/ I�+L4-A �,< I I - I NO. 020708477, O.R. 0 (n 50' WIDE PG&E GAS �-:' 18 cl11 STA = 15+27.49, _"-�, , T_ �<�_ V_ I , 0 /STA=1 4+17.36 EC I. WINDFALL LANE ' , I / �_ I 111�1 I �k V_ \ I 1, q WINDFALL LANE -' I ; �<- - , 11' )I ! I wl � I I \ t / - - - ze, - I � I I . PAGE 223, O.R. q LAREDO DRIVE \ � �<- STA=14+02.41 ECR. . I V)l . . I \ 70 \ id \ I '%, I � cn �, . \ I I FL 41.03 R . / I \ z ) \ I \ "'IT 1. , �� 37 __� __�\ � � I \ � 19 1 . I I 11_� I I u w I . - - *, \I--- . I � I I I � I I I 30 I II 1 BRO KEN woumwR VE * CATTAIL CREEK WAY I . co I _. CATTAIL CREEK WAY . /PHAI . 1 WIND"FALL LANE 4.4 I - I . 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ANY USE OF I L THIS INFORMATION IS AT THE SOLE RISK OF THE USER. ) loe .6- :i n° cn , 0 �_ ui W _� -4-1. r%. :> 0 CID 1 ­� z 0 Q 14 �1'v I . a, 7 .j 0. r � . /08 * W " I I V) §• : CATTAIL CREEK WAY , I I I () co � > 4m , 11 I � w S. -g 8 • I w E cc W Z CATTAIL CREEK WAY I—< z 0 o q%.11 00 � I I,--, il �, k I \ I � � I I �! , -6�, 1 CL Pi W 0, ; F 2 L: - lig 3: / - I 11, � \ , %. 11 U) . V LT_ m � , , 0 mi W_ Lo I � C14 I 1f, , I. -11 1-, 1 , I ()%, � � I N. , 1 "4- 1 \) _ � I -I In its I 30' WIDE TEMP. SEWER w I -------. 11111,`.0_1 I -q 67 \ �� - z , 1� LO --w L U, 0) m � �i I I I 1 I- I V EASEMENT PER INSTRUMENT . ......... ..... I I I V_ . � _�__ �,o 0 . 0 1 - 1�� 00 04 " I/ I I I 50' WIDE &E GAS I . NO. 0,20708477, O.R. " � r! cr_ m 0� 0 C,i -i (o (o / (p I - , EASEMENT PER BOOK 2081 � "' )I I + 11 � �, I - / 1\11 � � W_ *) CL (o 0) 00 C13 +0 I V_ 0 c; I I 0 I I PAGE 223, O.R. Is, ',/ C:� x . 0 I � V) 0 0 uj m z 11 i V' I/ .1W / + r-.. vi -i Lo ouc)) w I I . ( >" . 1-1 u- 5 It z \ - ill I � 11;2- / i 1 I Ld � 0 N_ � m 1-t I t� , v- 11 (6 11 1 04 _j g I , � I , i , I " 1 40 I " 10 % 1 6 _j I � w 27-J, m N 0 to .4- . v--ij 37 :w� < � 0 I V_ - I 1 co,4 1-0 . \ , /1 I , I ,� , i I '% 't . co _j + x � 1-4--..- I i o 0 _j �<; / 11 I ' I 1 .q �oci z C) q v- Z \ 68 . I I , I I 9't<f-) � I t 2 => i I 11 ,'I 0 N I N 11 I I I AI.0 � _ _j ta T it0N NOTES , 0 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL ON SHEET 3 AND PER BAKERSFIELD DRIVEWAY SM. ST -7. I @ INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. 0 ADJUST TO GRADE. " " . i.9 I I 0 1 I I NOTES: I r ALL STATION LABELS: ARE C/L STATIONING UNLESS OTHERWISE INDICATED. , FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. . , 14 1 �� CONSTRUCT TYPE 0 CURB Oc GUTTER 1 WrA PERcvv%cmar Ir -Lu STD. U. ,7�1 1 - I W/ -t. I I WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD SM. ST --:5. -11 LEGEND: I INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. ,1 - - I , ,, - I 0 77 ­­­ -7-7577- _ � 7 ­-, ,,, ­', __�', � ,�-, 1,11 � � � � � CONSTRUCT HANDICAP RAMPS PER BAKERSFIELD STD. ST -10 AND PER CALTRANS I*. � [,� , ,� ,,,,, ,1-11- ''I @ DETAIL A88A, CASE "A". " ^ (E) PAVING 1`11, . I I 0 INSTALL 10' WIDE DETACHED SIDEWALK PER BAKERSFIELD SM. ST -6. % @ (t) STORM DRAIN MANHOLE ' (�) PROTECT IN PLACE. I @ NEW STORM DRAIN MANHOLE I "' 12" STOP BAR PER BAKERSFIELD STD T-27. 1, @�9 (E) SEWER MANHOLE 0 1 1 1 9 TO BE REMOVED AND RELOCATED. * NEW SEWER MANHOLE I (. -- (3 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -9. 40' 11 op 40' 80 @ 1 1 C>- NEW STREET LIGHT CONSTRUCT WALL PER SEPARATE WALL PLANS. I "I I I I I E) SIGN I I I ^ -* kyl - . -A- NEW SIGN @ INSTALL STOP SIGN R1-1 PER BAKERSFIELD STD. T-19. . + , NEW STREET SIGN GSAWCUT AS DIRECTED BY CITY OF BAKERSFIELD ENGINEER. LE:1 " =40' � E (E) MONUMENT 0 REMOVE AND RELOCATE BARRICADE PER THIS PLAN. (TO STA 21+35.00) � I * NEW MONUMENT 0 RELOCATED W-31(CA) WITH O WHISKEY CREEK DRIVE) NEW WALL @ INSTALL W31A (CA) -ROAD ENDS 500FT- AT STA 16+00. � . , Ct (E) FIRE HYDRANT I I - (E) BLOWOFF VALVE , I 14�t I I S + (E) STREET SIGN t - , 4 D I 4,4)�t S//. STORM DRAIN 36 Syr -Z �J% .s SANITARY SEWER A A I DO ,-*- 1 01 35 : 1% ,I) A I / ol,?; / 3 w WATER LINE _', -1 co I , I )o -I-- z1f ­_...... ___ (E) GAS LINEI CN I � Ise,, 4 I _�__ T, __ GRADED SLOPE (SEE GRADING PLAN) e 3� I I + I � ­­­ 1-1- .,,.u..,,.u.1 11�, `11\ I . � " TRACT BOUNDARY N . 0 ry -I- , Ir- It -1 w \ 10- I I I RIGHT OF WAY ,-- , cn CD .,�;x . 1p %) . /"', . I I 1 1 1 0 331* _j . `�; Niiwm PHASE LINE .... I (;% , Lu 0 k D 1 ON$ c )o v- I � I ER EASEM , I I �\ I I I - 7 0) T- 0) F I I A - - - - ± . � I I I fl -1/ I "I (34 9)' 1 \ A '1� 6 1-4- I 'o (o _j C,4 FL STA=9 .�4 ,,62 1 11 I '**_� I I _­ rl,�:, I "' �,� SEW ENT I Z4 UKIVLWAT I \ V � \ - I J_ - I STA -'l 1+82.8i �� STA=10+20.00 BCR '� I Ir- // 00 (D 11 n )o N '� I EASEMENT " v- I - . I _*_1 �I k C17 _- +0 _j ,I _@ , �JFL 40.00 L 1, �_c 14- - c! � . I A co V) q * (n A \ \ I I �N 0 re) 0 1 31 � N, EL +31.46 _HP , \ b � - ® v- C) z a I I 11. \ I , ��S TA�- 1 �3+ 6 �0.6 i �� \ c*4 D -01 11 C*4 11 I A GRADE BREAK sTA=9+7 I , . , � D c� "-- 5.00 H � \ I 0 9 1 1 P_ , , I q CATTAIL CREEK WAY ii+00 I :..... 0_j 0+00 4- ?�- .1 1tit. - _.�._ 'I-_ __14� I@10�_ s1i 4-00-c" �, 11+_t/-) u-A� 1 �v--9+26.45 1 c"' 1 - - I I IrD- 39 1 40 0 STRAIGHT GRADE . FLS 0- % I- �__ ' I i ". 11 . I Is;- I - 0 . ________1 I I , . u > I.",- I N47 182.85 . blot � , loe '1� I I - � I s _____00�_ s -_ 1 1400 2 1 0 1* j()+00 I b-1. 1___�4 1 � 0 1 . I I - �,_. _. =_.. � � k� I . I 1\ " � ii! 19 C-4 . c� I � �� �.�., I � N 1, 0 1 1 10� - , I z \ 4-191 I s - V_ V_ C%# i I I I / 1 32 1 1 \ , . . 11 - ==N, -W `-� STA= I 0+00.00 11, 11 \ Goy'` , n . � i i 0 i k N11Z s 6 1 . BROKEN R � \ I -10 J::� -Zjj�) I 1 " �, Nag. I 1� , , ­ Il- i 0 /j, I -,T- . 2 _�,__� , I �� co � ,A I 11 I- t 'o- >_ \ k 0. \ 4 / � \ STA= 1 0+00.00 c- 11 Ln 0) ,< & " P/ . -) I 6 / I CD q WINDFALL LANE � �., ___, !`*� (6 - I , ___--lo�-A v / \ - : 11 0 w 0� w 11 x n m - I tj 69 I \ co 0 � I � (�\ cr) I-;?. V_ - I 'I- \ N , 0 � m 0 � STA =11.1-85.? 1 k � om: ry 0 LO + . W I 1� 1�1 / % \ 00 I I % 111,Z_1 + x * �' I V_ 0 t q CATTAIL CREEK WAY 11, Q U) 0 -to n \, \ cq 6 � I 11 I � w 0 "t * \ V_ V_ + � f\ 1 8 I 1. 0 1 1 1 2 0 V_ \ / - - - , , v) N 1000 * � I 11 � . * If. "' ( - \ / X I to,- 04 0 38 0 ,- 04 ? CL 0 T- / U) � c� LLI d I I , � � I 0 11 00 A K) _j U., 16 g< i<-1 tlli)) . .q. C2 0 ,/ I � x 00 'o (n C-4 \ / +_ . . � // 0 : I '�\ 413 I co C! + 0 1A_ to I I , I L_ 11-1 cn i"k I I .� 0 0 73 � mo 0 0 + i e r%. n 0 %_ + 00 .4- � PG&E BOREHOLE 1w V_ ___� Q\_j r- ,2 ?Z.-,;, I I � ca � / I- 71 It— / � ,­) _j ____ to STA=13+80.68 BCR 7 - / . 5�� - , � f 11 I V_ c� I %. I I I I LOCATION. 0 1 + Li- 11 '� co 31 / I � , If I co _j - FL 20.00 R � 04 / < 11 , fl- 6 :�� � u- I 0 . 30',WIDE TEMP. SEWER TOP ELEV.=342.45 ��', q o < 17 _1\ � I + i (F�- I + k o / � I n \ STA=14+23.64 A � � 0 1(�� 1-1I � 04 � '11 ml_jQn11 . � ;EASEMENT PER INSTRUMENT/ I�+L4-A �,< I I - I NO. 020708477, O.R. 0 (n 50' WIDE PG&E GAS �-:' 18 cl11 STA = 15+27.49, _"-�, , T_ �<�_ V_ I , 0 /STA=1 4+17.36 EC I. WINDFALL LANE ' , I / �_ I 111�1 I �k V_ \ I 1, q WINDFALL LANE -' I ; �<- - , 11' )I ! I wl � I I \ t / - - - ze, - I � I I . PAGE 223, O.R. q LAREDO DRIVE \ � �<- STA=14+02.41 ECR. . I V)l . . 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SEWER � I \ I "I", I I EASEMENT PER INS �TRUMtNT ______, ' I 'NO. 0207084777, 'O.R. � I \ I I I 11 I \ - (• -j I •I \ js� 1 50' WIDE PG&E I Ic - - k I Z n� .0 2081, PAGE \ , NOIRE$] Emigre] Now M-6 Nowme 47 1 1 cq ff) + + u_ _r Go 0)-i to � STALLION , . +u_ n I 110 V- SPRINGS DRIVE V7 V- 11 C*4 11 11 11 V- -1 "I is 11 CL 9 . I l ''IV N ol ;l II . cot'TH - 5 FL 10, co �o LENG - + I - =50.0 1 ,Ido ,I. .�_ V- V 4' 1 3// 1 a4 co 2 1 1110% w .00 , dir V' I 1 , K\1% % M \ *_j IN ' t;ONSTRUCTION NOTES ` ' 0 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL ON SHEET 3 AND PER BAKERSFIELD DRIVEWAY SM. ST -7. @ INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T -I " 0 ADJUST TO GRADE. 0 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD SM. ST -5. 0 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD SM. ST -14. @ CONSTRUCT HANDICAP RAMPS PER BAKERSFIELD STD. ST -10 AND PER CALTRANS DETAIL AI CASE "A". 0 INSTALL 10' WIDE DETACHED SIDEWALK PER BAKERSFIELD STD. ST -6. I @ PROTECT IN PLACE. @ BAKERSFIELD STD T-27. 0 TO BE REMOVED AND RELOCATED, ' 0 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD SM. ST -9. @ CONSTRUCT WALL PER SEPARATE WALL PLANS. @ INSTALL STOP SIGN Rl-1 PER BAKERSFIELD STD. T-19. (9 SAWCUT AS DIRECTED BY CITY OF BAKERSFIELD ENGINEER. ' REMOVE AND RELOCATE BARRICADE PER THIS °PLAN. (TO STA 21+35.00) 0 : & RELOCATED W-31(CA) WITH OM4-3 MARKER. (FROM WHISKEY CREEK DRIVE) . @ INSTALL W31 (CA) -ROAD ENDS 500FT- AT STA 16+00. 1 p / I -"**MI._ 15 iul 4 I I - I ----------- _------I- -Y, , � , . ��_� 17+00 0 1 �_ i Illill., ... ;I .... , � s 1_�_ V) ix ,- � . N 473.50, 04 to (o * . 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'wo uol �w# 350 � I Eli 40 1 1 ot 40' 80' 1 1 l I 'I 11 11 I W` ­_I =I 'M = ,�� I I I HORZ SCALE 1 st = 40' , , SEE SHT MIDNIGHT CREEK WAY 11 \\ f:%. STA=I3+78.14 PRC \ �1� FL 97.35 R - , � �, _­ ­%"_,,�_ \,�'�, I- ,�ff � \ / � j, N4,-4,, �\ �_ �_) * :),;) . k.-�/ i 3------`�, "? ­1� " ,\ �,,�;, J" ",� I �_�Nl , \\ )(fv --- ____ I , - I--- , 11 STA=10+00.00 � ___1 q 2A1,7AJL CREEK WAY TSTA = 1'§+26.56 CE MIDNIGHT CREEK WAY l/ I *1 "I ____ : - 77�_ TL S-rA=9+76.43,. 44�. ; "'I,- 11_1 4 � �� - .:= (356), 1 1 /!) , � LOT C � " I . ...... �,.,, ____­___ M $--'rA - 4n i nn el &-Mc 2 1 I A A , 3 I= m � I : ­ -----, - I - I I CUR i i i i '"'AVE TABLE 1 i i I I I . ! mm I = mmm;08T59'57.77" --- - - , .,--,-- ---7- �, f . ,I � I I � I I i i I I --- 1 i i I , � . � ? � 3 I I I � I " - _:___l_�_­_4__­ I - � , I ... � I ' _�__ , ­_�­ , --t-111 . . ____11_1�_ �11_1___ ____J___41llll_ � __ ___�_.__ , , 1-1-1-11111i'll 111-1141--111-11 ,--,---�---�,_-,-"-�'r,�,."�-;,-�,--'�tl-,--- , I � il--,-- , � , : � �, I I [ = � 2 � � � ,'I It s ----,+,---T----"-"---r,--"��----- � I mm�l � I ! i 109(T00023�1= - - � � i i � , � � ,I I I 4- .. ........ ......... ____ . . .......... ___ 1 i � ­_ I��mm i " � I I � �� , , I I I i I I I I I I I ___-_ ­­ I-- , , , -1-11.", ....... �,__f_­111_11­ ______ .,-"--�-.��11.11--l-l�l---�.I.-�ll-�",�,��,-�,�"- f , I 1-1-- F 1= 12T2502." , 009 , " I � I , , _____l I 111-1-1-1 , "__­­­ -il-11-1-111 .... 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I � � I � � , , � � __ I I . ­ ,�---.-,-,--�-li"..��-�",-,4--".,-"- , I 9'59'57.77" 1 08 I i= I + mmmil*1-4-skoz's � I 11 ___ ______�____ 1-1-- __ - ___­__ I � I :; = 111 == m, I ! , I 08T59'57.77"1 , - 1= � 0 � �l I 0 , � � I � n � 1 0 Lo I Uj I I uj j m � ,_._____ . _11-114 0 __.__&_-__ , -1.11-11-1-1- .... ­­­ � ----1 ...... 1---, r 4t I mmm I I I I I", z � I � I I t i ,'I I .­­ ... ­ ... +l_-l-1_11_ ­'l - ,-11_1 ..... � ... � ........ 1, � - -_111-1- -1���1--ll-"."Z,-.-�.�-.1��-I.,�. i #"# §# # = #I _= m nian 1= 1 0 1'14 6 07.08", � z 11 I i I ---�.I.�",---""",.�l--,-"-,-,��- -I,-,,- __4----_j-----+_ I HT 1 P i 0 i I �� m ill 'i lk I i 0 I ; CONSTRUCTION NOTES : I (D CONSTRUCT STANDARD, RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL ON SHEET 3 AND PER BAKERSFIELD DRIVEWAY SM. ST -7. I @ INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. I 0 ADJUST TO GRADE. I I 0 CONSTRUCTTYPE "B" CURB & GUTTER ;PER BAKERSFIELD STD. ST -1 W/ 4.5 WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. I 0 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. @ CONSTRUCT HANDICAP RAMPS PER BAKERSFIELD STD. ST -10 AND PER CALTRANS DETAIL A88A, @ INSTALL 10' WIDE DETACHED SIDEWALK PER BAKERSFIELD SM. ST -6. PROTECT IN PLACE. , @ I @ IELD STD T-27. I 0 TO BE REMOVED AND RELOCATED. I (D CONSTRUCT 121 CROSS GUTTER PER BAKERSFIELD STD ST -9. 100-N U2 CONSTRUCT WALL PER SEPARATE WALL PLANS. : i @ INSTALL STOP SIGN Rl-1 PER BAKERSFIELD STD. T-19. I I (9 SAWCUT AS DIRECTED BY CITY OF BAKERSFIELD ENGINEER. 8 REMOVE AND RELOCATE BARRICADE PER THIS PLAN. (TO STA 21+35.00) 0 RELOCATED W-31(CA) WITH OM4-3 MARKER. (FROM WHISKEY CREEK DRIVE) I I @ INSTALL W31A (CA) "RIOAD ENDS 50OFT" AT STA 16+00. . SA DD -.l I ROTEI ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. 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V I ��A � NEW WALL mmmmm__� 0 Ct (E) FIRE HYDRANT I 6 (E) BLOWOFF VALVE I + - (E) STREET SIGN D - I STORM DRAIN -S SANITARY SEWER w WATER LINE ,_.,_.,-»,.-,",.»,.,- «_,,. ,».,,,,,.,>„»,_,»>.,,,..._,s»,.,». (E) GAS LINE I I - 2-- a �_ T, - GRADED SLOPE (SEE GRADING PLAN) � �1.00 4mmmmmamommum TRACT BOUNDARY . RIGHT OF WAY I I I I - ® IIIIIIIIIIIIII11111110 PHASE LINE . - - - - , SEWER EASEMENT m GAS EASEMENT I I A GRADE BREAK 0 STRAIGHT GRADE 1 1.1-7304 CITY RECORDS NO: N-1 9, * b/ �� , a. 04 0 o CID cn I- I,- Lt I (D v � 1> .., i :> 0 6 -�p, 0cj� ,�. z a o ..7 . 4 , v I , 8 * , I (1) CD , a. 0 � I I > , I (S) z F- W Ill K) w ^w. H - I i I � - w U i AJ U) I I a U) -1 cl 0 svo i I I < o § qj. udo Lu , I cr, LcC CL cir) 0 c W w0 - < ck� � 0� , 4 m � . 0 0 I IL 11 cl 4 .j mommom < (L .i I < I w w T� i 0 0 cc LL . 0 . Ill 0 U) (0 > I I I I Ill 0 w 00 Ill T ' . F- 0 0�) CD , a. 0 � I I , I (S) z F- W * i i K) w ^w. H - I i I � - L U i AJ U) I a U) I : , cl 0 svo i I I < o qj. udo Lu , I cr, LcC CL cir) Lj c W w0 - < ck� > , 4 m � . 0 0 I 11 cl 4 .j mommom < - 0 .i I I w ,lc:c T� i 0 cc . � V) CD , a. F- (S) 12 F- W kD K) w ^w. H - I � - L U _r AJ U) I a U) c\Ig T_ udo Lu , I LL0 M 8 o w0 - a .. ; , w I= 9 � . I m 40s CIS 40 80' HOB3_4VN 00 Lj, uj Lj Ld, 3: LLJ- LIJ V) F_ C URV t: 1 Ab 1: THE 04 DELIVERY OF THIS DRAWING SHOULD NOT BE 8 CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACTOR TO INDICATE THAT THE USE 0 cj z OF THIS DRAWING, IMPLIES THE REVIEW AND APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER. NEW STREET LIGHT m 40s CIS 40 80' HOB3_4VN 00 Lj, uj Lj Ld, 3: LLJ- LIJ V) F_ C URV t: 1 Ab 1: (E) PAVING 04 cn w (E) STORM DRAIN MANHOLE NEW STORM DRAIN MANHOLE 0 cj z 089*59'57.77" NEW SEWER MANHOLE NEW STREET LIGHT 090'00"02.23 (E) SIGN NEW SIGN 09001013.56= n0 CONSTRUCTION NOTES CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL ON SHEET 3 AND PER BAKERSFIELD DRIVEWAY STD. ST -7. INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. ADJUST TO GRADE. CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -5. INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. CONSTRUCT HANDICAP RAMPS PER BAKERSFIELD STD, ST -10 AND PER CALTRANS DETAIL A88A, CASE "A". INSTALL l'O' WIDE DETACHED SIDEWALK PER BAKERSFIELD STD. ST -6. PROTECT IN PLACE. 12" STOP BAR PER BAKERSFIELD STD T-27. TO BE REMOVED AND RELOCATED. 1 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -9. 12 CONSTRUCT WALL PER SEPARATE WALL PLANS. 13 INSTALL STOP SIGN Rl-1 PER BAKERSFIELD STD. T-19. 14 SAWCUT AS DIRECTED BY CITY OF BAKERSFIELD ENGINEER. 0 REMOVE AND RELOCATE BARRICADE PER THIS PLAN. (TO STA 21+35.00) 0 RELOCATED W-31(CA) WITH OM4-3 MARKER. (FROM WHISKEY CREEK DRIVE) 17 INSTALL W31 (CA) -ROAD ENDS 50OFT- AT STA 16+00. PINE FLAT DRIVE ITD ar,-70N NOTES., ALL STATION: LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. SEE SHEET 7 CATTAIL CREEK WAY STALLION SPRINGS DRIVE PHASE q'cl Is a oq N LIJ 0 A 0 R (E) PAVING 04 cn w (E) STORM DRAIN MANHOLE NEW STORM DRAIN MANHOLE 0 cj z (E) SEWER MANHOLE NEW SEWER MANHOLE NEW STREET LIGHT (E) SIGN NEW SIGN NEW STREET SIGN n0 (E) MONUMENT O NEW MONUMENT NEW WALL Ct (E) FIRE HYDRANT '(E) BLOWOFF VALVE + (E) STREET SIGN -D STORM DRAIN S SANITARY SEWER W-' WATER LINE _G, (E) GAS LINE X: a L-,_ -,K- = GRADED SLOPE (SEE GRADING PLAN) TRACT BOUNDARY RIGHT OF WAY PHASE LINE SEWER EASEMENT GAS EASEMENT GRADE BREAK 0- STRAIGHT GRADE Is a oq N LIJ 0 A 0 R 04 cn w 0 co tpl 0 cj z cp w fs w -t4 :' E z 610 ON 0 < w z W mtoq LL! — z 0— u- 8-8 U) :BC4 w > w 0 w CL a. 0 U- n w ,w 0 w L 00 w < O _HP - € --------- --- F 00 HP ELEV.=349.93 ---- - ----- _PVI STA=19+75.68 370 370 _1 PVI ELEV.=349.98 mmm Z + 50.00' VC j m . ........ ......... . ...... . .. ............ .. .. .... ... - . ....... .... ........ . .. .. .. .... CL < 0 ............ . .. �,­­ _4 iJ 0� 00 Cn C-4 Rq, z ---- ------ ------- ------ - - __ %_ T_I ,n (06 – 1 1 , i 360 360 Lo co ... ------- --- 00'. Lu 6 w. ww� IE ............ . . ..... -1— V)J. . ....... 04 _j c> w) U- 04 »wma. ....... . .......... . . ----- - x z t7i + EXISTING CENTERLINE PROFILE 0 .......... w if 0 CC La Cr CL . .......... ..... 4� ............ ............ . ... .. . ..... ............. If Z ... ....... ....... t < I! 7 ic 5r) 0.25%---- i It I CC 350 uj 0 35® 1.507o ,4 ---- - - ------ ...... .. x 3 L cc 0 -PROPOSIED SOUTH FLOW I wmr-LINE PROFIT FNs .... .......... .......... L=31 481- 4 ............. I ...... ... . . J 340 340 m'dwu........... I„mmwn, m.vnn,w...... -11- . ....... j PVI STA=21+87.99 ........ M -_i __cr cr_ M 33 PVI FL=346.03 00 . ......... m 50.00' VC mm3­­--� ............ 0) ..... ... uj __T --- --- --- -------- cb ev) o r) 0 uj + + + ---------- CL1 0) in 360 to 00 _uj ic� 360 0 It t�_ 0 00 0 r! z LV) L + _j 11 —4 __j 0 Z Z- 04 < 1�_ Lo 00 o? "t Do (o m w 0 z I'- L6 L6 m to > to (6 F= �o M :z 00 ko 0 W �i ...... C14 ul _j - "L V) + > (o < w po to x AGO + n Po x t6, z V} WL14 EXISTING CENTERLINE PROFILE + _j + -4- V) z c”, r) 0 04 04 UJ 04 Ld + ...... . ...... .. .......... ..... ........... _j ...... ...... N C-4 LLJ cur, UZ x If ... .... .... ...... 0.50 < < -0-607, < �u 0 F- o uj w 0 Lo V) z nw, Ul ..... ....... I .26%_L I Z < �w> ---------- ----- (n ul w 350 _2 03% d t� w 350 0 -0 37%- L=31-42' PROPOSED NORTH L=31.42' ............ FLOW LINE PRO LE .......... . . . ...... . ......... . .... .............. .. ... ............ .... ...... .......... ..... .. .... CD 0 w w 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 24+75 w w .0ftooft rm rm sr CD tCA"017AIL t;KttK WAY` cn cm I-_ 1.1-7304 1— u Lu co SCALE: 1" = 10 VERT. U- 0 1 = 40' HORZ. 0 4- . ... .... 4— T__ % w J__ CITY RECORDS NO: 0 z N , , 40' os 40 1 8 - 0 9 .1 1-1 I I 'I , _ 1, .1 i m w m I 1, -_ 1 �l 1, I m m ��� 0 ". � � I HORZ SCALE:1"=40' - - ___ i i I CURVE TABLE �I i I i i i I _ =. mm�lllftmlm � � � I - . ==I I 022-25'02.09-7i= I "! mm. - 0 = _� . 1 ; I m ml mm (E) SEWER MANHOLE i' 7'10.81" �= mmm . @ I " _= 01T18'02.0 - 7 - I mmm �_ < E 0 OZ 6 § IOU .. - 1-11---_ 025' 1 2'1 0.42 " __= = ===� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - I OtIV07'29.60"I mmm il I 01 1*04'14.97", m mmmi (E) SIGN i I i 0GIV59'09.84"i a- 0:16 LL W m to 7 0 , mmm; I _= i i 091*49'09.19 " I �mml a _= I 091*49'09.19"i I � z n. mm 1 - --J= I � i I 005T'46'21.53" I I -1 = mm . = i i 02732'14.53"' � , = mmmKOROMISKE 0; = �== _j i i - - I OOT35'30.72" � i MZI � � ` � LINE TABLE F- I I I I DIREC11ON 1 ==I, I mm--- --- __ - __ �� L, 0 �js , 01 � � I Mq I 1101 9 I Z w I 91 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH I , I I I I I PER TYPICAL DRIVEWAY LAYOUT DETAIL ON SHEET 3 AND PER BAKERSFIELD DRIVEWAY STD. ST -7. - l.iII � 142, ,'I INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19. I I 0 ADJUST TO GRADE. � I 0 CONSTRUCT TYPE "B" ,CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -5. 9 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD SM. ST -14. @ CONSTRUCT HANDICAP RAMPS PER BAKERSFIELD STD. ST -10 AND PER CALTRAN151 DETAIL A88A, CASE W. � INSTALL 10' WIDE DETACHED SIDEWALK PER BAKERSFIELD STD. ST -6. 0 1 PROTECT IN PLACE. I 0 , @ IELD STD T-27. 0 TO BE REMOVED AND RELOCATED. 0 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -9. @ CONSTRUCT WALL PER SEPARATE WALL PLANS. � @ INSTALL STOP SIGN Rl-1 PER BAKERSFIELD SM. T-19. (9 SAWCUT AS DIRECTED BY CITY OF BAKERSFIELD ENGINEER. 0 REMOVE AND RELOCATE BARRICADE PER THIS PLAN. (TO STA 21+35.00) -_ 0 RELOCATED W-31(CA) WITH OM4-3 MARKER. (FROM WHISKEY CREEK DRIVE) � , @ INSTALL W31A (CA) -ROAD ENDS, 50OFT- AT STA 16+00. NOTES: I ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED'AS FL STA = XX+XX.XX. � � I I BRIDLE CREEK I I � E 1 1 1. PARK ROAD - I CATTAIL CREEK WAY I r4! / ___,_� �� 1�\ '�11., I \ I tp 1\ \ 1�� . _\ \ ,� ". .k I I 1� , I & I / I , , \ '\ \ \�� \ 0 FL STA=20+62.84 EC, GB co \ � , -- -'I- - ,I �l \ FL 1 1 0.20 L, \ . tr \ 's \ I I \\ TRACT BOUNDARY ' ce0i) Q �;-,­,� , ,1� � I I FL STA=20+49.15 PRC __ ll_�'l 1 11I . .v \ 81 N\ � 1� \ , _ ,��,,,,---, "I-," V- w 11 \1 "Ill �11 � II, \ FL 97.56 L � I ."ll, \ \ , �,� _,4� '\--" G! -,,- \ \ 0 1 1 II, 0 \ 00 _j w w �, 'k � I- , C - a "0 - - , ' ' \ FL ST\ FL 1 1 A= 0 .2 '" " _ FL ST _ - .) FL 9 � r � � , _ , , \ I,\ ___1 g-1 . , ,_ �) , � , �_7 lk ,�_, \\ ,\ \ , . �� I,& � I / _ 73 15 \ ,��_��--- �� --- -- -- - , "', m \ , , - . '� x - �. , - � � tl8r,-­� - , -_ I - � ___l_l x ,j Z \ w ,-,\ , \ , - I ^ _-- , 16 " � ,\ i i i . I .. T ('a- ,�t/ 0 ul Ix , \\ , ow ou ul) / 0 , I , ,Z, . / __� _�_14 _1�1:1��I�l � w� lll��7___ ___ I %-,-,M 11 �' \ -, M, k0l �Wq�- I \ 0 0 \ gk�.g,�, , (-) �b\ 1, \ e\� � . . I IF UJ 2 El: ­.� _.) , , ­­____ I 0 X 0 )�._ \ _,_ c; -i Gi ,� \ , ­� \ � � ,��� __� V_ n 1-11 v V�\ '-.-' I \ - - 11 v * ---_ I, C, .9 %..w �� r% . K) . � 15 z 0 ,,� \ - " Al�, 0) +00, N zilt I N - _?_ '11, c 4 i ,2 1\2 \ I \ - i �2 1 , 'Z I N 't ; . 11, I , - �? , ,-i ----_ C/) pt ft �2 11\ �.,!�� ""IT , I . ____ iiinir- 6 _j , (:) I_: No m 1. m J' 1� I 1 .11.".II 1 0 "" c') N _j N -i 0 1 .11 0 � \, \ \ �� 11-1-." 1� I., . - , 9 :e")j It It 0). . , 11 \ - , n , _"�" o _', am \ N \ ",'�< 1­11-11,11,�"KI'll-R, �_l � - ... � 1� - Ili + (Q:) � \ \� Alw, ��l 11 11 - >_ a: Z,;� / � '� '1-1 .111 WE g� --c ,CC " - -i � - I lk \ 04 "I 2 , 1� "I STA=19+03.97 E � , � I W (r Q'0* I I k, 511 ",4"S __� V_ c� 0 1 , - �,"�%,NA'�, ,��,�\ ��, " _j � IN;;3: '' 0 � , "­', . I V) I 11 CN tl;ii_ TIQM // t� 79 1 r- Ui I \ 11 �11 \ FL 59.77 > \ , I I 1111%, ____ N rn \ \ , 14�_ 8- R .��, \ k, m � � j�,�­­' .V � ? I,,- �,_; i� � - 1111-11--_ �� M, ____ '1�1_j q , ��X�4 i ,It 6 78 , 0 >-_ .� ___l _---- . �_\, ,� _____ t� U- I -i Z6 \ " fli t -i -i w z5 ,t-- R 77 - N\' mip---e,g-g,,,.�g __ I 9 804- � M �\ n S.. . � \ "I _ LL '� 14t 1w co -- W - 0 0 � \ \ 11 , I \ , -1 . N 76 , 5 � I . . +0 (s) I'll, -, i, I � . Q rn q \11, �0 +0 . 0 to � m Y. � m ____ 2 \\ 'W"p, _11N ,""', I- " . (6 00 11 _1 - _ - _ � r W � --�'­",, , - .- _� 11 N , -, *�. - 1. cl: _____ '\ '. I ,� K��t�,11�,', ON 0 w�75 a i 5N � Y, IN , I z -7 :� q 1w) �_ n8z// L0 00 � llli C - . w I 111 " .1. / 2 C4 m F, f I co 74 \ \ 14 w _�,,<,�,� A* I + (6 I _; 11 K) � " ­1`11� ,,, I ,0",\ -i - ..J- - - If 'IN +0 It I �l 0 I, I 1____� ct� I %O < qt - (O M _j to ______ STA=10+00.00 ... . ... 1 %-4 (/i U- P -i- - I Z T_ 4 . , . 13 6 .1 IllIkk"�%%_ <�,,:�L��'Cl,i��,�'I'�,��,�,�'I'll� ____4 ct) - "I :t + . U) co Go ­_ �l 1. - 0 ,�, 4--, ---, I I - , W �i 11 (n -t- , Q- if - - -1 . I 'i 0 (:� �-: - "', ____ 00 _j + STA=18+66.66 BCR, L 0 � CATTAIL CREEK WAY ,� \ s Z:!�z av� - -i ,+ + %N F"- . -1 , � V_ , -0- o8 �Er 1',, __ : ,11 �' � �� - - (0 + to T_ FL 20.00 L = 19+26.49 , ____ ., - \ " -t- f -i � T_ I 00 I SIA � --- �,�� ­4_IIIIIIIIIIIII� t� 0i �i 6 *1 10 11;j \ ­ . 11 __---- - -16 2 TRACT - 1__� / I I \1 -7 U ____ IIIIIIIIIIIIII_ RW i-'- �<_ - 0 " 11 11 - C-4 " -r x_ � � U-) ',� v- in BOUNDARY ,,7A%,,, I � (Von) 1 ,�2 9 \ 11 C-4 �<i ____� 1. I 1\ I f , I '1� 11 W., if & 11 - _j , 10 _100 / 11 - I .. I ------\ I 1 7 - I I/ 0 in - < .& ,. � I Va � A 2 /--,,� \ - --,, �1,1\ I 11 1/�__ _v, 7�- s 'u - - , " < _j ,_ " I :� I I r) t� LL _-- . ,,, rj � �i ej / (.4i i , " I v I III IIIIIIIIIIIII,­ I _____ _10 � � , ?/,-,, I " \ 13+00 11 ?, "I - � I - � Lkp I , � -',.v--" ) I __l 70T � _-1 11 , l'-1 I . 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I � . 1 17+50 18+00 18+50 19+00 19+50 20+00 20+50 20+75 � I . r- M I OD 1. � co ,qt 00 F- w %01 n I uj 'H' I �l � Ill UJ � " �� . - I'_ I -1 w 10 _r U n � I . - - ______ I I - _17 U) I . . cn 0 1 mq� - cm 9 I i r- U . , uj OD . M ,O I 1 1.1-7304 U_ 0 , C-4 I I 0 W . . CL 0 1 w � 1= 1� I � I CITY RECORDS NO: I 0. I I I - I I w'-11 -11 I " � ­ - - I - I " - - I I I . . . r . I 0 a VtN 40' 09 40' 80' m m HORZ SCALE: 1 "= 400 1@1 vz (E) WTR. VLV. ADJUST TO GRADE ,�A �E) FIRE HYDW ., , - , 2 C) O,z Z 0 tt kmom CURVE TABLE (E) PAVING THE DELIVERY OF THIS D,"[Nd SHOULD NOT BE MAY CONSTRUED TO PROVIDE ANEXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE USE O OF THIS DRAWING IMPLIES THE REVIEW AND OAPPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF cn THIS INFORMATION IS AT THE SOLE RISK OF THE USER. kmom CURVE TABLE (E) PAVING MAY (E) STORM DRAIN MANHOLE NEW STORM DRAIN MANHOLE (E) SEWER MANHOLE O NEW SEWER MANHOLE - – ---- NEW STREET LIGHT (E) SIGN o NEW SIGN + NEW STREET SIGN F01 (E) MONUMENT O NEW MONUMENT NEW WALL Ct (E) FIRE HYDRANT 109(T0002.23" (E) BLOWOFF VALVE + (E) STREET SIGN —D— 081759.57.77" —S SANITARY SEWER w WATER UNE (E) GAS LINE ']Fill fill1I Jill, A NSTRU T N NOTES CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH' PER TYPICAL DRIVEWAY LAYOUT DETAIL ON SHEET 3 AND PER BAKERSFIELD DRIVEWAY STD. ST -7. INSTALL STREET SIGN PER BAKERSFIELD STD, T-1 AND T-19. ADJUST TO GRADE. CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -5. INSTALL STANDARD STREET LIGHT PER BAKERSFIELD SM. ST -14. CONSTRUCT HANDICAP RAMPS PER BAKERSFIELD STD. ST -10 AND PER CALTRANS DETAIL A88A, CASE "A". INSTALL 10' WIDE DETACHED SIDEWALK PER BAKERSFIELD STD. ST -6. PROTECT IN PLACE. 12" STOP BAR PER BAKERSFIELD SM T-27. 10 TO BE REMOVED AND RELOCATED. 11` CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -9. @ CONSTRUCT WALL PER SEPARATE WALL PLANS. INSTALL! STOP SIGN R1-1 PER BAKERSFIELD STD. T-19. SAWCUT AS DIRECTED 'BY CITY OF BAKERSFIELD ENGINEER. 0 REMOVE AND RELOCATE BARRICADE PER THIS PLAN. (TO STA 21+35.00) RELOCATED W-31(CA) WITH OM4-3 MARKER. (FROM WHISKEY CREEK DRIVE) INSTALL 431A (CA) -ROAD ENDS 500FT" AT STA 16+00. r A ' "�O'AD SADDLEBACK CANYON J r STA= 16+88.46 EC, GB FL 20.00 R 6 6 YDS.L. NO. 629C7/ '���A STA= 16+98.44 FL 20.00 R 2 STA= 17+18.44 ECR J off FL 40.00 R C) /,,� r 64 144 414 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW UNE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. 2 45 STA=17+38.44 SADDLEBACK CANYON ROAD 16+83*06 ITE CATTAIL CREEK WAY d 44 4 . . ...... s` i3 8 J. In - ---------..... .. ... . ..... ........... ........ .... U-) m 00 m _,woo co CD - -------- - to - - ------ --- ------------- m1, co to C7 C14 ..... + ul ow Lu U-) U -i 7) Lu Lu + lot it xON! te) 2u .... ....... 0 L ------ - ........... . .. ........ . .... ..... ..... -4- -4-1-1-- tIU7 OPOSED WEST FLOW LINE PROFILE < wm Il _j 0-76% 777--_ t�7 7777777r_ % .5 1. 185%' E ISTING CENTERLINE PROFILE X ... . .......... .. .. ........ - ----4== __+_=__ ............. ..... ...... =31,4 bl:t32.05' L=455.38' 4 4-­­]� . ....... .. 7­­ Ld 0/ A 0� m 0� ........... ()o Lu . . ..... ... ....... . m . .. . ...... 00 C14 E2 . ou c6 0 (o ro 0) m —4 C-4 00 < + ui T__ ....... . .. 4N Lu rtei EXISTING CENTERUNE PROFILE 46 ........ A_ m. 3.80% 1 ... . ...... ..... ..... 0.5 1 tO.57% 1 ........... 4 - - --------- ....... . ....... ............. . .-31.42 T L=420.35' PROPOSED EAST -FLOW LINE PROFILE L=32.05 ..... ........ . ...... ......... ................. «,Y,... ..... J, ..... ..... ............ [_, ........... ..... ...... .. . ............. ....... .. . ...... ........... ...... .......... ...... .......... t -t ------ _T t I 75 10+00 10+50 11+00 11+50 12+00 12+50 13+100 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+06 17+50 174 SCALE: 1 10' VERT. 1 40' HORZ. 350 340 340 -75 InEwwIlga 1.1-7304 CITY RECORDS NO: (E) PAVING MAY (E) STORM DRAIN MANHOLE NEW STORM DRAIN MANHOLE (E) SEWER MANHOLE O NEW SEWER MANHOLE - – ---- NEW STREET LIGHT (E) SIGN o NEW SIGN + NEW STREET SIGN F01 (E) MONUMENT O NEW MONUMENT NEW WALL Ct (E) FIRE HYDRANT 0 (E) BLOWOFF VALVE + (E) STREET SIGN —D— STORM DRAIN —S SANITARY SEWER w WATER UNE (E) GAS LINE GRADED SLOPE (SEE GRADING PLAN) TRACT BOUNDARY z RIGHT OF WAY L) PHASE UNE SEWER EASEMENT ..J GAS EASEMENT GRADE BREAK STRAIGHT GRADE 1.1-7304 CITY RECORDS NO: cf) z 0 o z 0 41- 0 0 Z m 0- c*1 cc 0 Z 1— W > cc z L) ..J Ld w j w a cl) V) 10 X rl� ,3a 4 13 0• x oc) X 00 Ld) m m c\ L'i w < LmLi umi ul EEE5 'r,. =F t lowrommo cam WH I S KEY CPU K DRIVE _1041RA, =ms m STA, 10+00.00 - 17+47.25 PHASE 1 STRIPING NOT SHOWN FOR CLARITY. COMPLETED PER TR. 7267-1. STA. 17+47.25 - 22+30.79 PMAS L 1 STRIPING NOT SHOWN FOR CLARITY. COMPLETED PER TR. 7267-1. 10 r%.*#ATTAIL CREEK WAY SEE SHEET 8 IIII Wil 11 1 1 10 1 1 1 74 . ......... Uj Lu W UJ 0 0 18+00 X LLJ C26 0 19+26 STA= 19+43.33 18 STA=19 26.40 Ll 17DRIVEWAY STA=19+23-33 14 40s ot 'Q# 801 SCALE: 1 "= 40 19 C) tK rnj 11 TP GAS IV- H UNE=342.62 `0.7% X i #L O�' 13 50'WIDE PG&E EASEMENT PER B( fl PAGE 223, O.R. iwll ' &E A ;&E I 50' PG ET Pil lil 14 40* "W9 80! SCALE: 1"='40' Ur V E TABLE CURVE # LENGTH THE DELIVERY OF THIS DRAWING SHOULD NOT BE DELTA CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR ri 8 GUARANTEE TO ANYONE THArALL DIMENSIONS AND 2034.00 DETAILS ARE EXACT OR TO INDICATE THAT THE USE < OF THIS DRAWING IMPLIES THE REVIEW AND cap APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER. A 29.28 C56 46.40 _1041RA, =ms m STA, 10+00.00 - 17+47.25 PHASE 1 STRIPING NOT SHOWN FOR CLARITY. COMPLETED PER TR. 7267-1. STA. 17+47.25 - 22+30.79 PMAS L 1 STRIPING NOT SHOWN FOR CLARITY. COMPLETED PER TR. 7267-1. 10 r%.*#ATTAIL CREEK WAY SEE SHEET 8 IIII Wil 11 1 1 10 1 1 1 74 . ......... Uj Lu W UJ 0 0 18+00 X LLJ C26 0 19+26 STA= 19+43.33 18 STA=19 26.40 Ll 17DRIVEWAY STA=19+23-33 14 40s ot 'Q# 801 SCALE: 1 "= 40 19 C) tK rnj 11 TP GAS IV- H UNE=342.62 `0.7% X i #L O�' 13 50'WIDE PG&E EASEMENT PER B( fl PAGE 223, O.R. iwll ' &E A ;&E I 50' PG ET Pil lil 14 40* "W9 80! SCALE: 1"='40' Ur V E TABLE CURVE # LENGTH RADIUS DELTA TANGENT C54 165.04 2034.00 00V38'56.82" 82.57 C55 46.40 30.00 08836'11.50" 29.28 C56 46.40 30.00 08836'43.39" 29.28 I C57 91.01 2034.001 002-33'48.93" 45.51 D of 40* ov 31, SCALE: 1"= 40# EASEMENT OFFSET I EASEMENT urra ' 30, 1Vr fct No 4 �4 fp 49.77 4 U-10io, G& 7­ 49.�o 22 -7 .�, w W t/VD WAt 350.73 FS END M. LL sr TP GAS 400 CONSTRUCTION NOTES CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH PER TYPICAL DRIVEWAY LAYOUT DETAIL ON SHEET 3 AND PER BAKERSFIELD DRIVEWAY SM. ST -7. INSTALL STREET SIGN PER BAKERSFIELD STD. T AND T-19. ADJUST TO GRADE. CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 1 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -5. INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. CONSTRUCT HANDICAP RAMPS PER BAKERSFIELD STD. ST -10 AND PER CALTRANIS DETAIL A88A, CASE "A". INSTALL 10' WIDE DETACHED SIDEWALK PER BAKERSFIELD STD. ST -6. - PROTECT IN PLACE. 12" STOP BAR PER BAKERSFIELD STD T-27. 10 TO BE REMOVED AND RELOCATED. 11 CONSTRUCT 12" CROSS GUTTER PER BAKERSFIELD STD. ST -9. @ CONSTRUCT WALL PER SEPARATE WALL PLANS. 13 INSTALL STOP SIGN 'R 1-1 PER BAKERSFIELD STD. T-19. 14 SAWCUT AS DIRECTED BY CITY OF BAKERSFIELD ENGINEER. 0 REMOVE AND RELOCATE BARRICADE PER THIS PLAN. (TO STA 21+35.00) 16 RELOCATED W-31(CA) WITH OM4-3 MARKER. (FROM WHISKEY CREEK DRIVE) INSTALL W31 (CA) -ROAD ENDS 500.FT- AT STA 16+00. 18 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH, LOCATION AND WIDTH PER PLAN AND PER BAKERSFIELD DRIVEWAY STD. ST -4. 19 INSTALL 20' WIDE ACCESS GATE PER CITY OF BAKERSFIELD STD. FIRE CODE AND DETAIL 2 BELOW OR APPROVED EQUAL. 20 SAWCUT AND -REMOVE EXISTING CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD. @ INSTALL 0.2' AC OVER 0.4' CLASS 11 AGGREGATE BASE. .NOTES: cl) ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA == XX+XX.XX. Xm (E) PAVING 112 F - F- UJ (E) STORM DRAIN MANHOLE NEW STORM DRAIN MANHOLE '4 (E) SEWER MANHOLE C3 NEW SEWER MANHOLE NEW STREET LIGHT (E) SIGN _A_ NEW SIGN + NEW STREET SIGN cli (E) MONUMENT O NEW MONUMENT NEW WALL Cg (E) FIRE HYDRANT U- (E) BLOWOFF VALVE + (E) STREET SIGN -D- STORM DRAIN S SANITARY Z:iLWLR _w_ WATER LINE --------- '(E) GAS LINE K: :1 �_ T, = GRADED SLOPE (SEE GRADING PLAN) K. TRACT BOUNDARY RIGHT OF WAY MOM PHASE LINE SEWER EASEMENT GAS EASEMENT A GRADE BREAK 0 STRAIGHT GRADE 6 9 J" CHAIN WITH CITY OF 3 BAKERSFIELD LOCK FIRE DEPT. ACCESS iv ONLY 3 PIPE i_' 4 ' w CONCRETE FILLE] PIPE _J CONCRETE FOOTING DETAIL 2 -FIRE ACCESS GATE' 1.1-7304 CITY RECORDS NO: F4 0 cl) w CL w z 0 z F - F- UJ w w LLJ C3 0. W J cli co rr Lijco r. U- 0 x (o O W W > 4q Lu 0. CC Z 0 0. Ld w w w 0w w z U w a. a - 00 cr) r) < z w 0 F4 0 cl) 04 0 CL CID vyi L LAJ CID z 0 z F - F- UJ F4 0 cl) 0 CL z F - F- UJ w w LLJ C3 0. W J cli rr Lijco 0, U- 0 x ® Z O W W > 4q 0. CC Z 0 0. Ld w ii w a - cr) CK 0 u_ 0 W w CD co w I- < 0 '2" 0 cl) 0 CL z F - F- UJ w w LLJ C3 0. W J cli Lijco 0, U- 0 x ® Z O W W > 4q 0. CC Z 0 0. Ld w ii w cr) 0 CL F - F- UJ w w LLJ W cli Lijco co U- 0 C4 O W 0.