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HomeMy WebLinkAbout10.5-141LIST OF DRAWING1 SHEET NO. I. TITLE SHEET 2. CURVE REALIGNMENT LEGEND CONSTRUCTION d +vve'r�renf/ n� j> ON LANDFILL r ��.r�s- . amass ■gym o ■r+aa �.:�=r gra �� is rEavJ�■Ea�tas■•+�e:aa�+ss;.?��J:� ■ � s��� i I , 14-1011M T. V R OF IMPROVEMENTS THE ACCESS I1 _ t3,p4.4 0 1i Ili ;r / Lo r 4 I '5I Pm ".1z vs. 135 PM. 3130 �� �iQ SI FM.FAL M�?.3029 55 F ss PM. N0.1869 s ti=srii fly vswl.rm) PIA Got. on, Pa. 33 P. M.3T81 PM, N0.3"74 t /Ea`' PM. NO. i 8 T � r eta K.i.uz % j ►u.src.w.Po.f♦ ':,...o P.M. 1290 ¢IP' �;11 PM NO 4125 / PAR y -i G6 143 / PIA, 45241 ` �5G�7 F'o. 3678 4 •4911P SIT[ !. Ca�c, /'fon �, i ►urr J3 3" loco can GIMP SITZ • `e DUMP SITE JOB, r LOCATION e7 t q %71777 /7777 wss Ass. � � y . allw. ss. 1 ti. sll. tar 6 DRIVE ..R V •~ l t TR. 3513 I" T T r N0.f13t 1 . TR � ti AI/i1iaYEo t• 4r "ACT '!M� IC4 f �r / •ter' ~ TR 37W 12191 Is.$ T Aro RJs? AMID. b D JUKE ss,l! Tataltx ;es .f.r�u, aces i Tit zsl l at, Pi, 157 Twasf , LOCATION MAP SCALE I " = 1000 ►?est .t!` Pip6 gore Coy P M. 4999 12 era gt •i , — l 7.E J' ri/re /0.s —�yl C)REGI'14 e ;ACRta/4EPi TC• HAKFRSFI EL1,:)] l.7) Z11115AN TRANC$SCO 1 Pf FF17SNO VISALIA 0 AKz3FI.E5 O \. N �a SAN DIE CBO ME.xlt:;) 13 e P30 (DIM CALIFORNIA �cA$�di:Mf"�=18'.1■iSdA=.iei=i3Tlhi if a�ii�E�:liP'�.�la iY1[t� rd i® ■ •_--.... ......_ ,._.-. 6rm)ShiD. Sec yior) <v Property Girx ,�' •� -Y Ate.=. [ Cvee __-� _- ,-Yigbt ai I✓wy dine wall �s_v_� Culdert Ea4te of ; agement -A Neege Fence r Getei ) C7e!'-io'e3 Tree Evergreen Tree UTILITY SYNIDOLS � r�numerti �FiAurr) w' -----'-- rater Line 4 5erd%ee Able 3__.-.-._____— Sae Circe i• fbwser Pb/e _-------- .r„�•/ Line O W M Weyer Age: er g"*---•------ & ea' Telep oeCai* ® W.V. waAer Uaivr gp-------- )%N el Calle © F M. F're Huefrant Gime CI 6 M. fas Meter ------°°' ---- Aer;a/ wire 0 6, V Gas va/ve - -- e - ----- Aerial Cable i M. H. Manhole l6is1';bv? - - - - - j Po% Anchor 0 M M. A•yanhole !Fut re ) •B i/}i/i}v fele ; Tclepi , file f1 dbnunne'n} �<X/5/�nq) L'i Syreet Light b.•.a._—___— CITY OF BAKERSFIELD • 4'r 6O -- --- CALIFORNIA ., ,- [N6lNEErMN6 CWPA—ENT CONSTRUCTION d +vve'r�renf/ n� j> ON LANDFILL r ��.r�s- . amass ■gym o ■r+aa �.:�=r gra �� is rEavJ�■Ea�tas■•+�e:aa�+ss;.?��J:� ■ � s��� i I , 14-1011M T. V R OF IMPROVEMENTS THE ACCESS I1 _ t3,p4.4 0 1i Ili ;r / Lo r 4 I '5I Pm ".1z vs. 135 PM. 3130 �� �iQ SI FM.FAL M�?.3029 55 F ss PM. N0.1869 s ti=srii fly vswl.rm) PIA Got. on, Pa. 33 P. M.3T81 PM, N0.3"74 t /Ea`' PM. NO. i 8 T � r eta K.i.uz % j ►u.src.w.Po.f♦ ':,...o P.M. 1290 ¢IP' �;11 PM NO 4125 / PAR y -i G6 143 / PIA, 45241 ` �5G�7 F'o. 3678 4 •4911P SIT[ !. Ca�c, /'fon �, i ►urr J3 3" loco can GIMP SITZ • `e DUMP SITE JOB, r LOCATION e7 t q %71777 /7777 wss Ass. � � y . allw. ss. 1 ti. sll. tar 6 DRIVE ..R V •~ l t TR. 3513 I" T T r N0.f13t 1 . TR � ti AI/i1iaYEo t• 4r "ACT '!M� IC4 f �r / •ter' ~ TR 37W 12191 Is.$ T Aro RJs? AMID. b D JUKE ss,l! Tataltx ;es .f.r�u, aces i Tit zsl l at, Pi, 157 Twasf , LOCATION MAP SCALE I " = 1000 ►?est .t!` Pip6 gore Coy P M. 4999 12 era gt •i , — l 7.E J' ri/re /0.s —�yl C)REGI'14 e ;ACRta/4EPi TC• HAKFRSFI EL1,:)] l.7) Z11115AN TRANC$SCO 1 Pf FF17SNO VISALIA 0 AKz3FI.E5 O \. N �a SAN DIE CBO ME.xlt:;) 13 e P30 (DIM CALIFORNIA �cA$�di:Mf"�=18'.1■iSdA=.iei=i3Tlhi if a�ii�E�:liP'�.�la iY1[t� rd i® ■ r•rair+s air��,sa eai � • i �.aa�xs ■ APPROVED BY THE CITY COUNCIL Zl��DATE CITE' CLE K r.'z�rs•ras�>a �� ■ i ismrsisea = APPROVAL RECOMMENDED —POAh akly� UEL C WORKS DIRECT R t.SSISTANT PUBLIC WORK DIRECTOR —C.f s -IG- fPaGINEER ���-- F.C.F. 2312 F .I"■ow"as m mom= t,t www -Jwts ""M0 a z�TJ■ CONSTRUCTION OF IMPROVEMENTS KicIN— I ON THE cir LANDFILL ACCESS ROAD 2 ,3s►+� It:T� 6'X8■= iterJ�►®-1CJ�,'i 3��$R!■�6"E=fr6>A:��JeJ�Y'■ OW 27su3EVHJ■�■1d i71�■ e��XRr■ ,�' •� -Y Ate.=. r•rair+s air��,sa eai � • i �.aa�xs ■ APPROVED BY THE CITY COUNCIL Zl��DATE CITE' CLE K r.'z�rs•ras�>a �� ■ i ismrsisea = APPROVAL RECOMMENDED —POAh akly� UEL C WORKS DIRECT R t.SSISTANT PUBLIC WORK DIRECTOR —C.f s -IG- fPaGINEER ���-- F.C.F. 2312 F .I"■ow"as m mom= t,t www -Jwts ""M0 a z�TJ■ CONSTRUCTION OF IMPROVEMENTS KicIN— I ON THE cir LANDFILL ACCESS ROAD 2 ,3s►+� It:T� 6'X8■= iterJ�►®-1CJ�,'i 3��$R!■�6"E=fr6>A:��JeJ�Y'■ OW 27su3EVHJ■�■1d i71�■ e��XRr■ -1 1301 SCALE - --- -- ----- _E.p e _-END 0F_WO'R_K'_' EAST SE SECT ION1 EXISTING E.P' N F -W=- ED GE'O F -'RAVE MEN T --(E. P) 4 OZALID so, 1+00 _O+ -S.50 TA .-.-0 _-STA , _ - .:_ I - 20, VARIES t 1 VARIES 201 0.33' A c. VARIES VARIES I lAo 47 Xj VARIES -'31--- - 0.5' AB WITS- OF q5 %' RELATIVE COMPACTION Vy :14- o Go STA. 0 00 -TO STA. 5+00.68 CROSS-SECTION NO SCALE 0.5-14 GENERAL—'NOTES PAVEMENT- WIDTHS VARY -AS SHOWN IN THE -TABLE ONTHIS SHEET 2.-- THE --WIDTH OF THE DIRT. ---SHOULDER WILL VARY THE.'WIDTH OF THE PAVEMENT. 3. STRAIGHT GRADE SHOULDER FROM E,P-,.-.AS SHOWN THE TYPICAL SECTION __EMBANKMENT ON THE TYPICAL. SECTION - IS -DENOTED BY THE DASHED LINES & SHADED AREA T HE`CONTRACTOR SHALL DO ALL EXCAVATION `R EQ Ul RED-- -TO PLACE THE AGGREGATE-- BASE :.:_:_-CONSTRUCT SHOULDER AS SHOWN. .STATION -LEFT- E._P__� ELEVATION7 -LEFT- E. - P OFFSET:— CENTERLINE ELEVATION —RIGHT -EP ELEVATION— RIGHT: E. P -OFFSET 121 C(_____l IMATCH EXIST 12' 2. 5. 652-73 652.48 12.5` 654.05--,- 653.79 13' 0+75 655' 1-1---- 13. 5! j___6$5]34___ 655 07 13. 5' ----1 +00-- -6 _8 q, 656�60_. -656,3 14 151 6 57.'83 651;3 F+50 6 59 27 1 A 5-, 65s,71I I + 75'_ 6 16 6(oo. 6 - ----- 59. -161 2+00 6,1 J. 6-5 6 1, -3 5 661 (02 16.5' ___2+25 662__662:49-_1 662:14-,,-. 17 2+50 66 3'917 17.5. 663 27 17 5 2 +74 __665: 664:34 +_00 ro 5. SO __3+25 6 (o7-"4 3 0( (o 7 0 '06( (oq --3+50 668o74 19, 668.3 (o (o7.q8:_, lql 1-1-75_ 670 6 19 66q- 8--+--*, .7 ----6 '40 q. 4+00-- 671 '71 lqi 67.1,32 67 0. cl 3 673:6:. -'s 19! 5, 7-7-r 07?: 672 1 q,; .674 7T2__ �7 3 674 4 - 191.51 4 +7 -5 _61& 7--- -676:23 141.5, +00-69 .Z�_l o 7 SJ46 a MATCH'EXIST _ - .:_ I - 20, VARIES t 1 VARIES 201 0.33' A c. VARIES VARIES I lAo 47 Xj VARIES -'31--- - 0.5' AB WITS- OF q5 %' RELATIVE COMPACTION Vy :14- o Go STA. 0 00 -TO STA. 5+00.68 CROSS-SECTION NO SCALE 0.5-14 GENERAL—'NOTES PAVEMENT- WIDTHS VARY -AS SHOWN IN THE -TABLE ONTHIS SHEET 2.-- THE --WIDTH OF THE DIRT. ---SHOULDER WILL VARY THE.'WIDTH OF THE PAVEMENT. 3. STRAIGHT GRADE SHOULDER FROM E,P-,.-.AS SHOWN THE TYPICAL SECTION __EMBANKMENT ON THE TYPICAL. SECTION - IS -DENOTED BY THE DASHED LINES & SHADED AREA T HE`CONTRACTOR SHALL DO ALL EXCAVATION `R EQ Ul RED-- -TO PLACE THE AGGREGATE-- BASE :.:_:_-CONSTRUCT SHOULDER AS SHOWN.