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HomeMy WebLinkAbout6.1-1734LIST OF DRAWINGS SHEE T 1 TI TL E SHEE T SHEET 2-8 DETAILS & SECTIONS SHEET 9-10 DEMOL I TION SHEET 11-13 STREET - PLAN & PROFILE SHEET 14 DRAINAGE DETAILS SHEE T 15 IN TERSEC TION GRADING SHEET 16-17 STRIPING PLAN SHEET 18 TRAFFIC SI GNA L SHEET 19 IRRI GA TION SLEEVE PLAN SHEET 20 S TREE T LIGHT PLAN _*M816,4 USGS DISK IN SIDEWALK WEST END OF THE NORTHWEST RETURN AT FRUI TVALE AND ROSEDALE ELEV= 399.97 REA CITY OF 3AKERSFI LD DEPARTMENT OF PUBLIC WORKS THE CEN TERL INE OF MOHA WK S TREE T, FROM MONUMENT AT THE IN TERSEC TION OF SENA LANE AND MOHAWK STREET, TO THE MONUMENT AT THE INTERSECTION OF HAGEMAN ROAD AND MOHA WK S TREE T. NORTH 0°0855" EAST WAS USED AS THE BASIS OF BEARING. CITY STANDARDS ST -1,3, sr -27, W-7, T-15, s r -a, r-2, r-25, D-15 ST -1, sr -22, sr -24, a-14, SW -2, sr -23, r-1, a-» STATE STANDARDS_ FOR USE IN CONNECTION WITH THE STANDARD PLANS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTA TION DATED 2010 CONVENTIONAL SYMBOLS EA SEMEN T EXIST CURB & CUTTER RIGH T- OF- WA Y EXIST A.C. FL 0 WLINE CEN TERL INE EXIST. EDGE OF PA VEMEN T RAILROAD TRACKS GUARD RAIL CHAIN LINK FENCE IMPROVEMENTS UTILITY SYMBOLS STREET IMPROVEMENTS: MOHA WK STREET FROM SIENA LANE TO HAGEMAN ROAD CITY PROJECT NO.: T4K217 RTIF PROJECT NO.: B 966, 8445.9, B994 LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES EXIST WA TER LINE REMOVE TRAFFIC STRIPES AND PA VEMEN T MARKINGS S EXIST SEWER LINE w C Y EXIST GAS LINE 2323 SD EXIST STORM DRAIN G OH EXIST AERIAL LF E EXIST UNDERGROUND TRAFFIC STRIPE (DETAIL 39, THERMOPLASTIC WHITE) 5587 LF LINES 200 LF POWER LINE 467 EXIST UNDERGROUND TRAFFIC STRIPE (CROSSWALK, THERMOPLASTIC WHITE) T EXIST UNDERGROUND TV SF TV CABLES PHONE LINE EXIST OIL LINE FO EXIST FIBER OPTIC LINE 0 Fo-1 MANHOLE F.H. ,Qi. FIRE HYDRANT P.P.POWER M -f- POLE O WATER METER w. V. EXISTING MONUMENT WATER VALVE ❑f FU TURE MONUMEN T G.M. ® GA S ME TER S.L. G.V. 3 S TREE T LIGHT GAS VALVE S TREE T LIGHT W/MAST ARM {} BENCHMARK C. 0. ® CLEAN OUT Nl*- A U TO SCOPE © PRE- EMP TION DEVICE STREET IMPROVEMENTS: MOHA WK STREET FROM SIENA LANE TO HAGEMAN ROAD CITY PROJECT NO.: T4K217 RTIF PROJECT NO.: B 966, 8445.9, B994 LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES I TEM ESTIMA TED UNI T OF QUANTITY MEASURE REMOVE TRAFFIC STRIPES AND PA VEMEN T MARKINGS 6332 SF EAR TH WORK (ROAD WA Y EXCA VA TION) 2028 C Y EARTHWORK (DRAINAGE BASIN EXCA VA TION) 2323 C TRAFFIC STRIPE (DETAIL 9, THERMOPLASTIC WHI TE) 6796 LF TRAFFIC STRIPE (DETAIL 38, THERMOPLASTIC WHITE) 944 LF TRAFFIC STRIPE (DETAIL 38A, THERMOPLASTIC WHITE) 214 LF TRAFFIC STRIPE (DETAIL 39, THERMOPLASTIC WHITE) 5587 LF TRAFFIC STRIPE (DETAIL 39A, THERMOPLASTIC WHITE) 200 LF TRAFFIC STRIPE (DETAIL 32, THERMOPLASTIC YELLOW) 467 LF TRAFFIC STRIPE (CROSSWALK, THERMOPLASTIC WHITE) 467 SF PAVEMENT MARKINGS (THERMOPLASTIC) 399 SF Job No.: T41<217 File Path: \\sanpub\pubwks\AUTOCAD\LDD-ENGINEERING\2014-2015\Mohawk Siena to Hagman File Name: 4 Improvement Plans - Sheets Base.dwg E STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES: CLASS A NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH 6 MILES QgpFESSIONq k� S1NGkNy c')Lu C 80507 * Exp. 3-31-17 sj'9TF CIV 1 \, OF CA\\ O 1 2 3 Z O I- Q U z Li w F- M 0 w i - O J Li Of x _Q) a 0 (J) O �t O O N C r - a T O LL_ 0) 'S 7 a) In 0 M U) a� a� I LosC _0 t1 c O E a� 0 s` i2 E d - C: 0 0') O O a C O (n 3 0 O Ln 0 N I 0 N 0 Z of w Li _z U Z Li I 0 0 J Q U O F- Q (n Q Q C a In i Patrer ent Fit& Edge Pick hole TaEds '$' beAar } x J' Diamond mat, "1111I mpaded to 9SkC/a+ *madwy am ow I Ir elie�tli W chap �• - --- (dJW) bq)wd back of c:4# �+ a# but Me outdr 1.0'(123P) of Ehe � `'r �/ iRAfFTC AM GifP1H F Aft mums, oa ftctAan A .- � meft area; and h abg WNW 10-50 l,2' (a.Tmr) 5(5 - d5 1.5' {Q4Nm r � the afaagvtsd mo*vy 7.0 -10 z0' I, 1.Or(M) wider both sides *q"W tt Abda oaonpocted to M MWW - wove 95 OR MORE 25(tt7Smj ar eataidt B K SFI aarrdaaCtAat h adt other areal p *"asfir 4. Tesihp of boaEf motertats shalt be h oraxmartae *V UM ASO, l D=1 • „� 80� caodva�cted to 9Dl .._.. refotltx (f t k ie, NGTES.• h� (Q 2 sa F t BacklAl for RVd Poe, PLAN } BarztAlR h rarM tad "••� Body N so Ta9k it 1 (lana shat! be 1.0' Q�yr Sbe ted�s a I a air top of pee ba(i or Me au&* adwolae datah(rfa/s nwt*W and shall hour a Sand EgAvAr it of not t iZ- 1°�_ matienbt Eng W. TTM W& hthait be h ocaardonca sm ttM teats Shur Ske Percaotoge P=4 ,. zw to covharm to notes t, 2 . """ ' + .33too -IAD i' T�9 ; Pmfiat D-t2M. 0d" ft apt od"ent moterlats W tit me p#M AM MY be oaoskdtried suttdh Muth Ule pot .lana, Voter h%ft and 1#0V shad not be wed far bacW =Wctkn for Aedk p0a The boMW o cera and p�ngoe fy eanpocled For spm mah4 Cim 1 beM Cam *W be take nott t0 tt6d000te Me Poe TIM r&7whhg bvak>!A' k Me a&wwd a5' (it15m) ftftf=6aak inataniat shat be isirsamisiv ramilarsiIad to mviv sm ar, to anvmwilm - The frallawita shalt wDly for tratdt widths: W WD 771 iw GREArESr OWENSIAN TA MNG F Aft mums, oa ftctAan 1,0'{ 3r) or less 1.0 a3rwidar both 0,25 80mm uid%r r /equai�ertts as per UM Pt�blk iz 2,0'(aft) or mora 1.Or(M) wider both sides Ut+lffW CrnwnAa W Cw*W &d"'lite ar eataidt Q5' Q1Sm) p *"asfir 4. Tesihp of boaEf motertats shalt be h oraxmartae *V UM ASO, l D=1 leafs listed h ,Swft 1 -am of Ota Shwad *Mutt" (f t k ie, NGTES.• h� (Q 2 sa F t BacklAl for RVd Poe, A COVautfa!t tests NO be rix) W and &W be the twpans- Bed* motarW NdUtirt Me of sena shat/ be free of My of }the &-m*er' / 1"tider / Canbactar" the mvbw datah(rfa/s nwt*W and shall hour a Sand EgAvAr it of not and Aveo t of Uta hsb shad' be "w" by Effie aty fess Ow 20 and della/ cOnfam to the kloviV ruft Eng W. TTM W& hthait be h ocaardonca sm ttM teats Shur Ske Percaotoge P=4 sisted h S;ile f 6 of of the Sfmd W W*Otkr4 (or JAla t4*q) ASTM 91537, Method T7 .33too -IAD Qfoy -Iran Costi#Iga, SetWf Designation ASTtitillaftst)A48,CIOu tfa308. lit Pill 20 -IM & Ead► toltx• of bacW nvt&- t athal' mast ttts ovfnpo ft Ab bvailil mat'erld alvei' be pbeed h not to a>woled ane sand "Addnt and gra*ax teQtftwts barb the mO toot (EO' kw)(a bn) deers; aftilewudy on salt slob of the Avyer k pftod POO dO =6 a man w m not to abntape or d*d ft PO 0 As *Vpw ret and p vda Each k)w shat be Uwranghlj' owp- 7 far patty mt paid w NCM pored areal see skrdxd acted by madtavkd tonlpl4 S!) " fakir d duos be aFa" $;L-" Ude dui# maid prtlloar/y wrdaaded to Wft6v pkr to pvceeft CLASS B 2 Body kir AU*k pi & TA "A" Pmfiat D-t2M. 0d" ft apt od"ent moterlats W tit me p#M AM MY be oaoskdtried suttdh Muth Ule pot .lana, Voter h%ft and 1#0V shad not be wed far bacW =Wctkn for Aedk p0a The boMW o cera and p�ngoe fy eanpocled For spm mah4 Cim 1 beM Cam *W be take nott t0 tt6d000te Me Poe TIM r&7whhg bvak>!A' k Me a&wwd a5' (it15m) ftftf=6aak inataniat shat be isirsamisiv ramilarsiIad to mviv sm ar, to anvmwilm - The frallawita shalt wDly for tratdt widths: W WD 771 iw GREArESr OWENSIAN TA MNG CLAS I BEMM OR SUMRY 1,0'{ 3r) or less 1.0 a3rwidar both 0,25 80mm uid%r 1.0 0„im fly to .0' ism 1.0'(0.,5m) tt lder e D.5'(Q 1Brrl) WA*r botb SNOB 2,0'(aft) or mora 1.5'(0.45m) wfdw both $Hes 1.Or(M) wider both sides RLENAW_ ST-r1REN 3 Boat a mat*W abate the Plop 2tarM &W be *ft oafE of omits mots W and w stow aveeft STANDARD ,n: e air pow) h praatest (Ainaodion and shalt be O1AWW ICU placed In not to NOW tax foot (1,0'Aaose) (asap) TRENCH BACKFILL 040010 kry},rs and Codi krjer• &W be thal'iarrpldy mpacted AND COMPACTION— u s 11 by mechm" 10mpi 9 REQUIREMENTS N.T.S. Starr no. CITY OF BAKERSFIELD ST --22 CALIFORNIA pry ealow Pi em tXOM t)EPm"la Alt NOTE• PCC stab not to be placed until paving is in plop.-. 1" Pattern Letters, J� jett" SNigh PiTraewl smoota Pattern LeLetters.tgalaamamt Nigh I erPipe 3SECTiON A -A Stamp disc with R.C.E. Pip L s num Disc shall Its 8134-13 or squat. i'f item to be ter of Bromm DOME HEAD DISC DETAIL ta..m:i.Iw Fbasm•• 2' Swop Concrete Pal( SECTION THRU MONUMENT aaa�� Corner Cutoff . Fente cutoff at $#feet comers shall contorm fo the reauiremMts - - - 19,01eer. PLAN NOTE, Location and member at on" and wast pais m tome to be dtt.nh..d -Constracl 6'111911 Chain - Lok In tits iia M !Pie Cllr Fento w/ Redwood Sias of property En9maer. '"as atneranse dvected by the City Enpineer. Gutter N -- R1EV1,SEDJUL g ' ,gT STANDARD Gi R 54A < SURVEY MONUMENT eaA,N None /9" try 2" Flat but enptn ,P -p* O.D. + 10 1 end bar to hinges. REVISEb JUL 84 JUNE 6 „d3 " Goronized Motfwtpe Boas -- "ad Shands. , weld 1/2' Bort to Fier Bros ��'• of Top one Bottom - 411 new drainage basins including area between fence 6 sidewalk shall be sterilized with a nermanent sterilant sucn as "at A. Additional treatment to the area berween fence and sidewalk shall be as directed by the Engineer, tpvlicatloh rate is twenty-five (.15) ;rounds :ler acre. A --resentative of the Parks Division shall be on site it tine of sterilization- aasin capacity shall conform to City of sakersfieid pablic •arts ^etsrr sent Desien Policy for Draicaae. STANDARD G _ R G E.G. <"eaa DRAINAGE BASIN K ,. NONE TY OBAKERSFIELDS�r�� ELEVATION CiTY OF BAKERSFIELD �+ Q CALIFORNIA GG Q � r , r CALIFORNIA J-9 ossitumermNa tyEPPxfrrMsxr . OUTLET STRUCTURE :.,...... C14GINEERIMG DEPARTMENT CURVE DATA A= 36'14'58" A= 36'14'58" R = 60.00' R = 2.00' L = 37.96' L = 1:27' T = 19.64' T = 0.65' 36.66' 15' R11 VRAD TYPE "K" �— — —� MARKER 14' - -- - - R10 �. I i ` �VRAD \ 60'RAD 2'RAD\ \ \ N IV CENTERLINE DR E WAY R TR S 0 STREET Deslgo water Surface SIGN MOUNTING DETAIL GENERAL NOTES, , R11 R10 AN work shift conforms to the applicable sections of the specifications m qe entitled "Standard Specoficatiette. Stole of California, Business and - Transportation Agent#, Department of Transportation; arrant edition, OF SIGN , F_XERAL IMES: and these spegiol twomi0inst 404iRAL. wtatES: Ali work showy shall confers t0 the applicable settaons of Castings shall Conform to Mns s Provision of the specification for the current specifitataons entitled "Standard Specification. Qfoy -Iran Costi#Iga, SetWf Designation ASTtitillaftst)A48,CIOu tfa308. tK UNLESS arrle'%t4/tSe', s.Li-ea..veci> SECTION A - A stateof California. Business ane Transnortst tan Agency, Department of Transportataon",,,iaad tae folio -mit ar.e+el• ^esNi;RAi. All Frames and Covers *pail be talso gray Cost iron, free from wars' FINISH e+.rrswns. tAsear ipiTlowr f40tt's: Cracks, it"Is and cold ahset, and shall have a workmanlike finish. Drainage basin shall be a minimum of ane buildable lot, The sea: of from!* and bead faces of the covers shall be beating GRADE P1Lani1scaod wen! M,m,t to / CLASS B fronting on a street, and having a shape and :xation acceptableto Chs Citr "en{itleer. subined for a anootbsam-roekwg fit between the twro castle".Castiage 2" GALV, STEEL shall be thoroughly eisoMd and dipped twice in a preparation:nes 2' R10 - DENOTES "ONE WAY" PIPE, TYPE B.S.S. park 4nanses basins shall not be governed by of asphalt or Cast ism ant oil applied at 300" Fotu•inhsit to form `� s 4-s 4 e SIGN PER CALTRANS TRAFFIC thisstad stanndard. a firm and tenaeioaa seat. S" �L MANUAL Basan size shall be deeded in fee to toe Citi of eakers- Cancra" shall contain no additives eaisse prior written approval R11 - DENOTES "DO NOT �.•! 'es, i 2- 3t4"s 8" Antnar Dail. ENTER" SIGN PER CALTRANS field. is obtained from the City Engineer. SUBDIVISION DESIGN MANUAL 7 25 TRAFFIC MANUAL pens wetoM to ONE-WAY MEDIAN OPENING Side stones shall not wooed ::t Comers" shall be *wed with a white plCmented curing compound V2 Bnirsa 6 "clrs' Bass Lsngtm a Pipe 6" from ends, All es0osed metal in the outlet structure anal/ be hot ComptyiagwiMssetkn so- MIS of the -Standard Specifications', FLEXIBLE POST MARKER YELLOW APPROVED 0.0..1 SHEET NO ON WHITE PER CALTRANS dipped galvanized site? fabrication. The ewrleee shall be finished to grade, handled smooth and given o TRAFFIC MANUAL. CALIFORNIA s; t.' Dutiet structure shall be constricted with Class "A•• Rot bream finish. ; ♦ 16 sack) concrete within : i:_" to S It." SLUM. Concrete sholt be Class A,(6 -Suck Portland Csatent Concrete).° }� ji Concrete shalt :ontain no additives mlesa encs written The memo of the ammtoelering Company shall be em pito underside of ! approval is obtained from,the City Engineer. the cover. Concrete shall be cured with a wnste oigmeried cunne Pipe easim9 stroll be 10' LD.. sliest. A B S, or as directed by the City - -'-"'-`-^- - ':'r ' com000nd cowlying to Section '90--.0I6 of the Standard ettplesel. '� � • • ;a, Jpstaf itatlonS. ! co pipe bells shall be placed in structure. PLAN SECTION �haa,s :ink fence and gates shall conform t0 the soetifi. cations shown an City of Bakersfield Standard Drawings S•10 and 5-11. R1EV1,SEDJUL g ' ,gT STANDARD Gi R 54A < SURVEY MONUMENT eaA,N None /9" try 2" Flat but enptn ,P -p* O.D. + 10 1 end bar to hinges. REVISEb JUL 84 JUNE 6 „d3 " Goronized Motfwtpe Boas -- "ad Shands. , weld 1/2' Bort to Fier Bros ��'• of Top one Bottom - 411 new drainage basins including area between fence 6 sidewalk shall be sterilized with a nermanent sterilant sucn as "at A. Additional treatment to the area berween fence and sidewalk shall be as directed by the Engineer, tpvlicatloh rate is twenty-five (.15) ;rounds :ler acre. A --resentative of the Parks Division shall be on site it tine of sterilization- aasin capacity shall conform to City of sakersfieid pablic •arts ^etsrr sent Desien Policy for Draicaae. STANDARD G _ R G E.G. <"eaa DRAINAGE BASIN K ,. NONE TY OBAKERSFIELDS�r�� ELEVATION CiTY OF BAKERSFIELD �+ Q CALIFORNIA GG Q � r , r CALIFORNIA J-9 ossitumermNa tyEPPxfrrMsxr . OUTLET STRUCTURE :.,...... C14GINEERIMG DEPARTMENT CURVE DATA A= 36'14'58" A= 36'14'58" R = 60.00' R = 2.00' L = 37.96' L = 1:27' T = 19.64' T = 0.65' 36.66' 15' R11 VRAD TYPE "K" �— — —� MARKER 14' - -- - - R10 �. I i ` �VRAD \ 60'RAD 2'RAD\ \ \ QROFESS/av ��c� g 1 N G/./ �c. C,Co F REGISTERED CIVILC 80507 rn ENGINEER * Exp. 3-31-17 CITY OF BAKERSFIELD J� 1501 TRUXTUN AVENUE qTF CIVIC- BAKERSFIELD, CA 93301 OF CAt-�F REVISIONS No. DA TE DESCRIP TION 1 / / SA2 / / 3 MIM _ LOW DENSITY RESIDENRAL DRIVEWAYS 14• •-Expansion 1010 Plane ,point i 3 Ra•Jt- "s"� Rat �+--6'-�t Grrter I CRADE BREAK 10X Curb- GRADE BREAK 159 MAX j "Z I MAX. FOR CREST ^, •,.e; } o° a C" pa 'R4, ,. • '� FOR SAG CHANGE j I CHANCE IN SLOPE • ' Gif•ACRAL NOr£S (WITHOUT WRIICAL _ IN SLOPE 4 - CURVE 14- 4.1 4 All work ll conform the a lieobAr srerions )iia aha anfor to pp WITHOUT WR77CAL � of the specifications tntit/ed Slandord SpeCifi. 15 Mex / CURVE) t. :_x • care7vn, Site of Calif - ar/xa, Daportnknt of Teaks- e . 2�-` i�. •;�.'Q . D, Zt { i� S between ,taints ; pa•tatxn" and Cha fol *W/o/ rerittar►s ALTERNATE LOCATION TO BE ;}: `> `ts4. '. At TYPE B.S.S. Sabgroab preparation shat/ be Constructed fare USED WHEN THE SIDEWALK Y 2" GALVANIZED PiPE t r _ t_ EXTENDS FROM THE CURB -j AS PER AMERICAN FENCE CO. O O HORIZONTAL � k to grade and crass section, mmttrM compoctron of Q s0X to a depth of 0.30 feet. TO THE PROPERTY LINE -'--'- Standard Curb Return roaws tj Volume e= aotsicubic yord per linea/ fent Veltane ar 005903 cper lu cubo yofd teal foot shall be 4V feet finless Concrete sflatl be Class W' S sari! and shall PARTICULARLY IN COMMERCIAL 31: nq -� ohYlrtnmar 4W00ird by the hwe a s/$MW between Z --/!r and 3'-112`1 The AREAS. t3 :- 39 MIN. GRADE *�> s:'<•. CURB AND GUTTER CURB AND GUTTER 4 ' City Etrgineer swiascis shall be fmrslned Aa we,* ax/ Crass }) - � 1 159 MAX. GRADE w r seettan with a floor, troweled sinooth, and 1I Q 4, I TYPE A TYPE 6 �; Itrkished twfh o brown• I! O i I I r' Y BACK OF i Couxre/e stat/ bt tamed WM a whip-pignsewd 1 I O DRIVE APPROACH Comem m TYPE curme cwnpaerd campy/ng to sectio, 90-ZOIO I ( 14 10' (3m) MIN + , of hie SAnytaitrd 5preirwcatAsras. i f m 4- r SIDEWALK Weakartad prate loNft shoji be mrshWled of as:° Ibof intervals and axpatsion Wn/s at :r.,:;,.,, n:,q.t ,r.: -4-.. g• nS0 fast ,<?::: : ;, iGr:;:':: �: ••i ; lPr ludernat&. r<1g70n&AOn /artrJs a/raj! be :.. a t: /� = i i d;i'.:':•°It`.-21:1 atF war 10cated at :: ' .: - ;pt ?: = t darlY vor feat sidb of a smaetwe and of the ends I' .'::-: :� curb nfwns. } O _ 3ci " ` Z' t t _ `•, to to 33.��...�� ( � .'(3'.:._ `%•°;`y::,.•tQ•: ,e Evorwat /Aw rl/a mo/erAft aw/ camsist of a MIN. HIC1 DENSITYR19DENAAL If COMMERCIAL ORNEWA 4=6' mrkrrnum Pip R-1 and R•2 sarsas; 1 t 5t e" mmmllarrt to ail other tones and preforuned strips of conipatxsd CLASS "B" P C.C. � � C'"b `= .:�J aFirows resvhaurt L '..:i Ll on a streets; cwtp to wall Sida"Io#s slot/ be scored to o mtnarlvm thpfh o✓ �.�',.i•��.:,;: +►rieia' fi GRADE 8.Y_•;'.:'�'�=_^�,:,� where watt is constructed. YS- urrArss otheraa r directed by the Ci/r MAX. CHANGE iN SLOPE L---•"» y Engiulxfr M GRADE BREAK (WITHOUT VERTICAL b6lt#m-004321 Cubic ytar+d per IOWI f t :£xpatsion_ itrt Now std*w talk construction in bkacks with exrsttng j I 'cutter•. ICURI) wlxe=00348T albs )a nd pa111000' fiat swLewaAk sholl confarm in dmfnsAM and --«--- -.. CURB a to those p/ace. i we C ROLL-TOP GUTTER Curb•• �; Exrstrrrg Slol!"lk $holt be sowrut Md ri!f loved r5' lMdxJ •+red! of the first scoring ism of or beyond the�tj e weatr Joints Plane i ptotxkrd prM 6ENERAc AK7TES' baf - IJoxrr': ; O All Mpr'k shall t:01lfiJl"11 to the applicable sections of ToseG'eaeb arM garter is pMykthd env mAMGbre ##Pima —} k A parm;t Afro sidewoAt matrucooa one recon- HOR/ZONTAL the 'Standard Specifications State of California, Auks At** team# Suba;rtsaons and R-S-ZjA StructAM shall be 06100011,00,from Nae Department 0 Department of Transportation'', current edition and (Res'idtnjio/ Subwbdn Two -Allo One-Haf Acre A}etumon Expatrsran.. iof pub/uc wales and shoo etCCetnrpary actual "rtrk the following General Notes: col► $ael?pee Ja»/ ' s Any variance in finish, calor, or material from t 6X M/N. GRADE Sudyropt prtparlaltipn ht2r T)pf %r 1�" dnd'!C' curbs qrd ....- ::: • ` . '. guttas sow be oarklrlrrseMd rube rb q algb and pass rtranit for tarb and clutter cltNSARtcfkM afkolt/ ocrxntaay standard sv;tl requrre a special permit from i sfelrisa cwt* c. vir/so of sox At a *pm ot` a5ofl OC� t� � ,�, be ab/crnad tips# me Dtpor~t 5treer Rig" -of--Way Lint•- t rhe City Calricil. j I a'W of AAWk darkly i� 4 o Srondord Curb Return radius Oeviatrons fiatn Cha canbinoJralr type sia4Nalk„uACb BACK Of I ) Aua'Wirr for mer r11MIRS ed ar expondfd Ow✓�WIPS Costrefir for Curb and JJ bf Ckxrs'A' (3taatl ^i shalt be ZO feet unless as slardard or meandering type,PWbopermitrrd by ,� _ ; std stball be w+IAnre a? S sAaryz art c ca! other"rse 9;rected by the hNt appiopriote design, ptorisions of Chapter 16-V DRIVE APPROACH ! w Ttel/Ih� #brats $Ilei# be irrtixrd of Int war ret to itrfh kr Chapfar 1240 SfcJson 1? tOCa�O of the City Engineer of the Municipal Coad. 10' 3m MIN. � � ( ) flop Cornant/a ab $hal/ nae) M lass #Iran if= td /sem' +�'+4� Code aha// provtdf cancra►# Cwbv< w beat surfaced and Battens accavirty ro itis s%axwd Chiasm Such Tat and Abse• shall be tro.atAld S., -111 than quare a AW MrgftWtan wa+and guishys t /bAcasits cif #File &-Vat, r Cambb+dtion rype (for as a coovipigroft hm oto awld the ai ar tWb�na STANDARD TYPE 3'mn. 5• 4 tirnr °.ugh tanlor/e Clwf Auila#+lg hrspeChr for acWer!ry to any &,WNW tYAerf exbring orbs etnd gtd/ers air to be reptaleM, mfr ' Ek 6` Standard Type actorrsA•eahon shat/ match exishnq CatnlytybeJrar► otic:$ p, P%girt fy 8 SIDEWALK e 1/4 /neh ler foot DRIVEWAY GRADES NOT ww"a f oaercMa by the Enpmfr j r "i .. . a , �.:. s 1i+ Calnpnrle sl�a!/ nGp7retYt rD p7fOtXWd tsMaft Med► A�'t7►!a Mylan QOrlelRinYNng soap, r•xt i amts Cha extshng pDbMtmew S' t'E , -____ ; TO EXCEED 8X a obtanrs ;nun fhr OYy Er*vwf. atwv be sfratt a min"Nam, of eft item rMr /ip of garter �---fir ----►i TYPICAL SECTION APPROVED MAelrr repbeak➢ ceNb and gvtterJh. trlgM+t'tI nray Lbncrete sjkpt/ b0. lard alAp o wA►!e ee/m9 Approve sa.nvtlrng along rhe lip of the exxtvf}t gttlArr at 8ui/drr for now, ramadeted, or expended drtdings MISCELLANEOUS S 1 G N �11� � •�� 90""j t of #Aar Stona(Ird se�v ar/gp/aang a msnrnwm Of 2+t. d pwernenr - $pacih-Catront. 1 p c � n T _ FXAf/M nj *A41 &.Orals of Crb std rle $hort be saweut a•,�•wa• e, w. Mry as set faith in Chapter Z 40, Section 2. 40.010 of a, a s ig or the ;tlntfa of Mt area M rrconstI to sa '""""”" STANDARD fob Z3/y: c7 the Bakershole Municipal Code shop provide p" -"'"e` STANDARD GiCr2� 151gt D E TA 1 L T-2&DwG tap !s 9 l8 �j p concrete Curbs, gutters and sidewalks orcording Actaber, Za -el .eA,e. CITY ENGINEER Atakenad pbv jb** or cold parts s"! be to CURB /.iNO GUTTER TSD to this stondard drawing. tC McDuff DATE 07/97 alnttfreueted of 15A $#lona/$ Exparsfaa ;mitt/$ shah ewasar SIDEWALK b. astoo ** of strartcaes and at eu* such caro$, gutters and sidewalks sha/l be in •xis- � l . Rsetaggoc^ tfa_ ._ CITY OF BAKERSFIELD DAT$ I?_105/6S STANDARD DRAW "'� �'' _ TYPES r, tf" 8 "C" A. 440 tencr or hove their construction gararonfeed by :rJr ti COhfBINATION TYPE At. Afaore GEG 6A►O 'rh""a a.aaa ' ' N" .es de ell teoau >,T IRAs" casA, certified chock Or corparote surety Dond "^"°"` STANDARD TYPE Ncne CALIFORNIA oRAwN e'�.E. ly CKMD Type A'cwt and gutter is r.gcrrrd tie Pie stuaefs dr�ar approved by the City Attorney as a condition to ar..••a. K911I a'"'' "aCO'°A' oP DRIVEWAY GRADES B� whtri, aecrxFp7• fur droromor CITY OF BAKERSFIELD finol approval asd occeptance b the Chief KBRN COUNTY. CALIFORNIA ENGINEERING DEPARTMENT orfecicto$.L jell scALE y CITY OF BAKERSFIELD tits NTS rype B'cur0 and�utrepr is reglNuhed at r// streets CALIFORNIA or Property, S -' I r Building tnspertar for occupancy to tat bt;/ding i CALIFORNIA r J- 3 CITY OF BAKER8RELD except lrtkve Tjp. A"ort"a uegtsrrd a prrmtNed -.� ... ` y. a� ..� APPROVED T "D• am r,a,wlaw iCNWMt[RRt*tq DElRAtlTht[K1• en: awawq• Wre"WERING DEPARTMi3NT I7ri CALIT-25 CITY RECORD No. CITY ENdNEER PUBLIC WORKS DEPARTMENT File Some- 4 Improvement Plans - Sheets Base DETAILS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN is Date: Feb. 19, 16 CheckedBy: L•S MOHAWK STREET — SIENNA LANE TO HAGEMAN ROAD' 2 OF 20 0 1 2 3 N IV CENTERLINE DR E WAY R TR S 0 STREET SIGN MOUNTING DETAIL R11 R10 CENTER OF SIGN _ �- 2' FINISH LEGEND TO SIGNS GRADE CLASS B 2" GALV, STEEL PCC 2' R10 - DENOTES "ONE WAY" PIPE, TYPE B.S.S. 3" SIGN PER CALTRANS TRAFFIC S" �L MANUAL R11 - DENOTES "DO NOT Dail. ENTER" SIGN PER CALTRANS SUBDIVISION DESIGN MANUAL 7 25 TRAFFIC MANUAL ONE-WAY MEDIAN OPENING me WITH TYPE "K" MARKER SHALL BE 14' WIDE MEDIAN SCALE Ni FLEXIBLE POST MARKER YELLOW APPROVED SHEET NO ON WHITE PER CALTRANS CITY OF BAKERSFIELD TRAFFIC MANUAL. CALIFORNIA T-8 CITY ENGINEER ENGINEERING DFPARTMENT QROFESS/av ��c� g 1 N G/./ �c. C,Co F REGISTERED CIVILC 80507 rn ENGINEER * Exp. 3-31-17 CITY OF BAKERSFIELD J� 1501 TRUXTUN AVENUE qTF CIVIC- BAKERSFIELD, CA 93301 OF CAt-�F REVISIONS No. DA TE DESCRIP TION 1 / / SA2 / / 3 MIM _ LOW DENSITY RESIDENRAL DRIVEWAYS 14• •-Expansion 1010 Plane ,point i 3 Ra•Jt- "s"� Rat �+--6'-�t Grrter I CRADE BREAK 10X Curb- GRADE BREAK 159 MAX j "Z I MAX. FOR CREST ^, •,.e; } o° a C" pa 'R4, ,. • '� FOR SAG CHANGE j I CHANCE IN SLOPE • ' Gif•ACRAL NOr£S (WITHOUT WRIICAL _ IN SLOPE 4 - CURVE 14- 4.1 4 All work ll conform the a lieobAr srerions )iia aha anfor to pp WITHOUT WR77CAL � of the specifications tntit/ed Slandord SpeCifi. 15 Mex / CURVE) t. :_x • care7vn, Site of Calif - ar/xa, Daportnknt of Teaks- e . 2�-` i�. •;�.'Q . D, Zt { i� S between ,taints ; pa•tatxn" and Cha fol *W/o/ rerittar►s ALTERNATE LOCATION TO BE ;}: `> `ts4. '. At TYPE B.S.S. Sabgroab preparation shat/ be Constructed fare USED WHEN THE SIDEWALK Y 2" GALVANIZED PiPE t r _ t_ EXTENDS FROM THE CURB -j AS PER AMERICAN FENCE CO. O O HORIZONTAL � k to grade and crass section, mmttrM compoctron of Q s0X to a depth of 0.30 feet. TO THE PROPERTY LINE -'--'- Standard Curb Return roaws tj Volume e= aotsicubic yord per linea/ fent Veltane ar 005903 cper lu cubo yofd teal foot shall be 4V feet finless Concrete sflatl be Class W' S sari! and shall PARTICULARLY IN COMMERCIAL 31: nq -� ohYlrtnmar 4W00ird by the hwe a s/$MW between Z --/!r and 3'-112`1 The AREAS. t3 :- 39 MIN. GRADE *�> s:'<•. CURB AND GUTTER CURB AND GUTTER 4 ' City Etrgineer swiascis shall be fmrslned Aa we,* ax/ Crass }) - � 1 159 MAX. GRADE w r seettan with a floor, troweled sinooth, and 1I Q 4, I TYPE A TYPE 6 �; Itrkished twfh o brown• I! O i I I r' Y BACK OF i Couxre/e stat/ bt tamed WM a whip-pignsewd 1 I O DRIVE APPROACH Comem m TYPE curme cwnpaerd campy/ng to sectio, 90-ZOIO I ( 14 10' (3m) MIN + , of hie SAnytaitrd 5preirwcatAsras. i f m 4- r SIDEWALK Weakartad prate loNft shoji be mrshWled of as:° Ibof intervals and axpatsion Wn/s at :r.,:;,.,, n:,q.t ,r.: -4-.. g• nS0 fast ,<?::: : ;, iGr:;:':: �: ••i ; lPr ludernat&. r<1g70n&AOn /artrJs a/raj! be :.. a t: /� = i i d;i'.:':•°It`.-21:1 atF war 10cated at :: ' .: - ;pt ?: = t darlY vor feat sidb of a smaetwe and of the ends I' .'::-: :� curb nfwns. } O _ 3ci " ` Z' t t _ `•, to to 33.��...�� ( � .'(3'.:._ `%•°;`y::,.•tQ•: ,e Evorwat /Aw rl/a mo/erAft aw/ camsist of a MIN. HIC1 DENSITYR19DENAAL If COMMERCIAL ORNEWA 4=6' mrkrrnum Pip R-1 and R•2 sarsas; 1 t 5t e" mmmllarrt to ail other tones and preforuned strips of conipatxsd CLASS "B" P C.C. � � C'"b `= .:�J aFirows resvhaurt L '..:i Ll on a streets; cwtp to wall Sida"Io#s slot/ be scored to o mtnarlvm thpfh o✓ �.�',.i•��.:,;: +►rieia' fi GRADE 8.Y_•;'.:'�'�=_^�,:,� where watt is constructed. YS- urrArss otheraa r directed by the Ci/r MAX. CHANGE iN SLOPE L---•"» y Engiulxfr M GRADE BREAK (WITHOUT VERTICAL b6lt#m-004321 Cubic ytar+d per IOWI f t :£xpatsion_ itrt Now std*w talk construction in bkacks with exrsttng j I 'cutter•. ICURI) wlxe=00348T albs )a nd pa111000' fiat swLewaAk sholl confarm in dmfnsAM and --«--- -.. CURB a to those p/ace. i we C ROLL-TOP GUTTER Curb•• �; Exrstrrrg Slol!"lk $holt be sowrut Md ri!f loved r5' lMdxJ •+red! of the first scoring ism of or beyond the�tj e weatr Joints Plane i ptotxkrd prM 6ENERAc AK7TES' baf - IJoxrr': ; O All Mpr'k shall t:01lfiJl"11 to the applicable sections of ToseG'eaeb arM garter is pMykthd env mAMGbre ##Pima —} k A parm;t Afro sidewoAt matrucooa one recon- HOR/ZONTAL the 'Standard Specifications State of California, Auks At** team# Suba;rtsaons and R-S-ZjA StructAM shall be 06100011,00,from Nae Department 0 Department of Transportation'', current edition and (Res'idtnjio/ Subwbdn Two -Allo One-Haf Acre A}etumon Expatrsran.. iof pub/uc wales and shoo etCCetnrpary actual "rtrk the following General Notes: col► $ael?pee Ja»/ ' s Any variance in finish, calor, or material from t 6X M/N. GRADE Sudyropt prtparlaltipn ht2r T)pf %r 1�" dnd'!C' curbs qrd ....- ::: • ` . '. guttas sow be oarklrlrrseMd rube rb q algb and pass rtranit for tarb and clutter cltNSARtcfkM afkolt/ ocrxntaay standard sv;tl requrre a special permit from i sfelrisa cwt* c. vir/so of sox At a *pm ot` a5ofl OC� t� � ,�, be ab/crnad tips# me Dtpor~t 5treer Rig" -of--Way Lint•- t rhe City Calricil. j I a'W of AAWk darkly i� 4 o Srondord Curb Return radius Oeviatrons fiatn Cha canbinoJralr type sia4Nalk„uACb BACK Of I ) Aua'Wirr for mer r11MIRS ed ar expondfd Ow✓�WIPS Costrefir for Curb and JJ bf Ckxrs'A' (3taatl ^i shalt be ZO feet unless as slardard or meandering type,PWbopermitrrd by ,� _ ; std stball be w+IAnre a? S sAaryz art c ca! other"rse 9;rected by the hNt appiopriote design, ptorisions of Chapter 16-V DRIVE APPROACH ! w Ttel/Ih� #brats $Ilei# be irrtixrd of Int war ret to itrfh kr Chapfar 1240 SfcJson 1? tOCa�O of the City Engineer of the Municipal Coad. 10' 3m MIN. � � ( ) flop Cornant/a ab $hal/ nae) M lass #Iran if= td /sem' +�'+4� Code aha// provtdf cancra►# Cwbv< w beat surfaced and Battens accavirty ro itis s%axwd Chiasm Such Tat and Abse• shall be tro.atAld S., -111 than quare a AW MrgftWtan wa+and guishys t /bAcasits cif #File &-Vat, r Cambb+dtion rype (for as a coovipigroft hm oto awld the ai ar tWb�na STANDARD TYPE 3'mn. 5• 4 tirnr °.ugh tanlor/e Clwf Auila#+lg hrspeChr for acWer!ry to any &,WNW tYAerf exbring orbs etnd gtd/ers air to be reptaleM, mfr ' Ek 6` Standard Type actorrsA•eahon shat/ match exishnq CatnlytybeJrar► otic:$ p, P%girt fy 8 SIDEWALK e 1/4 /neh ler foot DRIVEWAY GRADES NOT ww"a f oaercMa by the Enpmfr j r "i .. . a , �.:. s 1i+ Calnpnrle sl�a!/ nGp7retYt rD p7fOtXWd tsMaft Med► A�'t7►!a Mylan QOrlelRinYNng soap, r•xt i amts Cha extshng pDbMtmew S' t'E , -____ ; TO EXCEED 8X a obtanrs ;nun fhr OYy Er*vwf. atwv be sfratt a min"Nam, of eft item rMr /ip of garter �---fir ----►i TYPICAL SECTION APPROVED MAelrr repbeak➢ ceNb and gvtterJh. trlgM+t'tI nray Lbncrete sjkpt/ b0. lard alAp o wA►!e ee/m9 Approve sa.nvtlrng along rhe lip of the exxtvf}t gttlArr at 8ui/drr for now, ramadeted, or expended drtdings MISCELLANEOUS S 1 G N �11� � •�� 90""j t of #Aar Stona(Ird se�v ar/gp/aang a msnrnwm Of 2+t. d pwernenr - $pacih-Catront. 1 p c � n T _ FXAf/M nj *A41 &.Orals of Crb std rle $hort be saweut a•,�•wa• e, w. Mry as set faith in Chapter Z 40, Section 2. 40.010 of a, a s ig or the ;tlntfa of Mt area M rrconstI to sa '""""”" STANDARD fob Z3/y: c7 the Bakershole Municipal Code shop provide p" -"'"e` STANDARD GiCr2� 151gt D E TA 1 L T-2&DwG tap !s 9 l8 �j p concrete Curbs, gutters and sidewalks orcording Actaber, Za -el .eA,e. CITY ENGINEER Atakenad pbv jb** or cold parts s"! be to CURB /.iNO GUTTER TSD to this stondard drawing. tC McDuff DATE 07/97 alnttfreueted of 15A $#lona/$ Exparsfaa ;mitt/$ shah ewasar SIDEWALK b. astoo ** of strartcaes and at eu* such caro$, gutters and sidewalks sha/l be in •xis- � l . Rsetaggoc^ tfa_ ._ CITY OF BAKERSFIELD DAT$ I?_105/6S STANDARD DRAW "'� �'' _ TYPES r, tf" 8 "C" A. 440 tencr or hove their construction gararonfeed by :rJr ti COhfBINATION TYPE At. Afaore GEG 6A►O 'rh""a a.aaa ' ' N" .es de ell teoau >,T IRAs" casA, certified chock Or corparote surety Dond "^"°"` STANDARD TYPE Ncne CALIFORNIA oRAwN e'�.E. ly CKMD Type A'cwt and gutter is r.gcrrrd tie Pie stuaefs dr�ar approved by the City Attorney as a condition to ar..••a. K911I a'"'' "aCO'°A' oP DRIVEWAY GRADES B� whtri, aecrxFp7• fur droromor CITY OF BAKERSFIELD finol approval asd occeptance b the Chief KBRN COUNTY. CALIFORNIA ENGINEERING DEPARTMENT orfecicto$.L jell scALE y CITY OF BAKERSFIELD tits NTS rype B'cur0 and�utrepr is reglNuhed at r// streets CALIFORNIA or Property, S -' I r Building tnspertar for occupancy to tat bt;/ding i CALIFORNIA r J- 3 CITY OF BAKER8RELD except lrtkve Tjp. A"ort"a uegtsrrd a prrmtNed -.� ... ` y. a� ..� APPROVED T "D• am r,a,wlaw iCNWMt[RRt*tq DElRAtlTht[K1• en: awawq• Wre"WERING DEPARTMi3NT I7ri CALIT-25 CITY RECORD No. CITY ENdNEER PUBLIC WORKS DEPARTMENT File Some- 4 Improvement Plans - Sheets Base DETAILS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN is Date: Feb. 19, 16 CheckedBy: L•S MOHAWK STREET — SIENNA LANE TO HAGEMAN ROAD' 2 OF 20 0 1 2 3 z O Q J 0 z J a - LSI m D W O J m w Of X a�I 0 C) V) 0 d' IZ O L6 QD O N a 0 LL_ 0 i lL rs a� V) a M _V) N C/) i V) C _d n c N Q) 0 a E / c t� M 0 0 a C Cf) 0 0 0 N d- 0 N O z ry w Li z_ z LJ I 0 J / 0 Q U O I -- U) -U) 3 Q / a C a U) / / • sus and Wakm A*ombre Foundry Gab Armor so Note 7 Remlarriq etre; •A 39i1 tram onehas or equal ; -- - -' , wy QRQF E S$ /ON b I 4- +•r_ 1 Mt4lre kweavo ag one a dgqIng �Q 5I NG/-/ Street Light / L 9 t +! pfolr aw.-, . +� �_ -•, :ewers in manna/0 !wry in j �OU?LFT 3 'A sy $, ^�-- ij-•-•. _-.'i••••�'-"�-•-•• srle, ptMd bwlr Aatrls i' I /� � �HCVma! 7i- t I O! slwNtJ o- beyond Ms+dr ,/ 6 e I Gutter I a✓ OW/ and sftpf tions im" ,• -t - - { `° 4 '�» . j, �s "'`� r `rn ear t D Cl VlL ho etsopys C 80507ENG/NEER a. B Adjus,##W nuts to be hgkttnld ',,..-(y r + r �j , i } Exp. 3-31-1 and 7 '� i _`° ` • sec"d m place Then p � � ; b y in ,apple luirion ^;".:•^'"•• i i'• t it ah ear ;, ,at--•/' F '� CITY OF BAKERSFIELD J� \Q Notes ,° ": �'"d t 1501 TR XT _y C/VIL 6D with hex orbs i h CoK+► Idetar/s ,i I ' U UN A VENUE TF 0� Toward center e ; N r`i s/irnfe :;' I �, , i , t + ;;/!----I BAKERSFIELD, CA 93301 OF' CAS �F Toward Street of intersection - - - - + 3• I i Wher t and u 1 , ' io a • : - I Class -a I severs 1 mv "no ala only me hw i REVISIONS Cancnre ( Aar of orpe eery slot/ A 1 ! -_ r tsvravrd leer m *a#$ and NUMBERING ORIENTA TION ^—'- `\ i q ----E =1- --a lvl &Okma smorisn Ibe ;y:a'`(' No. DA TE DESCRIPTION SECTION --A' p A let~ .« A L cove. �1 i °c e` :'• ` ''•• PLAN SECTION STEEL PLATE DETAIL �� ` / is 1 f w AKNF.' PCC slab nOt nb be pa.+ed Stile ted --r , GENERAL NOTES= fo-- --- ' t. An Rd= Ads caxrete shat! be Cass 'A" amd shall be SwAo .0, to 06 i'� S/utAgO. �--�- .:. •.... I {�I��. iiilTEsC P ire s 2. Slab to be poured monolltht wiht sidewalk where siesmaik �.� All work shall Contort #a theapplicable 3 A No. 4 bees bent dome is constructed or repbed-d, Srn•focts of a/1 exposed concrete I Sections of the specifications end itnbeedtd rn woN l2'. shall match Avvsh,sA�pe,cWor and of adacro! concrete. i ( 2,1 AAa+/or d po~ s ctos,Sat entitled ° � -� c NO TES. Curb Gutter i ; I , 3. Catch basin wags seal be Increased 2"n„nim m m ry "Standard Specifications State of Californiat Department of Transportation", thickness if ` i. for metol poled apply backing to a clean sur/ace. PLAN parsed agates! earth in lieu olartnide face ;.; ;, , . current edition. �._ farms. ,. „ ( j ° ! i . . 4 ' 2. Rocking plate shall be Almetek EMP - 2.SV5 or A/Aamb» Fawndry pofvon;:ed 4 All reinrorcing shall be No. 4 bars aniess otherwise ,:; Joints shall be filled with tartar and neatly frame a cover NaAWO with ,.::.• raked or wiped on inside of i < opproved equal on all city approved poles ser o. All exposed metol yarn shall be gWwnirrd \ c pipe. 2•r"ata/rAess star! sacker Whenever the vertical distance between the: after fabrication. ' - 3 Numbers used shall be Ametek PS - 2.5 series or heed set screws fset apposite Side WO* r -See SAW S Support bofts shall be spaced of not more than S=0' QC ' f `l e and l�nlshed f/usbl or equol.. S/W* i of ft. Plate Detail once not less than 3=0" D. C. :.: Y inverts of Sewer line connect i onS exceeds t1J0'Ma ,2 forte approved equal. ..._. I �, thirty (38) inches, a drop connection shall i— ..: _ , .:.,• : , .::. _•- -•~-� a 6 When arrb gosnag excteds5 a plain tamer ares! proftrtla► be constructed as shown. 4. Pressure sensitive mockers of reflected scotchlite I,T • .� bar !"in diameter shat/ At installs( Bar sholl be wnbedwed \• blue numbers on a white background. S" of each coed. + Precast reinforced manhole sections shall be ' constructed in accordance with the provisions �_ ' T Piet shah be as specifred or as directed by the Engwneei f of ASTM C-478, current edition. PIPE BORING SECTION t. ; ,; 5. Bottom of letter block is 9,0' (2.7m) from grade / - l TAe ai"Aw cut on Me pipe shall be made or directed ( + }g sidewalk efevotion, odNst as needed to dear hardware varies- by the £ngliteer far t be 8. All dark sA ff conform to the sap/ieab/! sections of the ' � I l 'it • 4 I Ute Drop Manhole 'Tee whirr! or oppurtenonces a I 2' O`min. 'Stavtdord Specifications, tone of ' »: " P t specifications lntitrtd, S , b ! wed rnate� dain�ovvwRow) or mdoow A*w, Rarrtdeo R=pipe partment of Tr - + + ; ! pipe diameter is 6 orb 6. For street light ole standards see detol ST -22. - -t ' a 1 _ wrmll tbzcdaess__ California,, ansportation current edition. II ft Stonewe slope to outlet i ;- gf?p/rcat sscl.s CT the he mftm 4" �� 2tl" 9 p , , Tri dineft", I knoon as S100*rd 7OW*. DevdtVer / contractor sholl install city opproved :: ; • I ° Ltlrffirli gDpratent Ct VOW$a i , . , .. 1 I i 14" W► 4` p numbers an all street light poles tit. , • `' ` ..: , . • + � Ott /ed by b+aa Gly of � _ ' • .:::: ,•. 1 �. • ;. rneltf now era � •'_. •, r :•t of 00* j0h Of + 1`r et a! Q" ° ° unMss ohtereose soecxird 6f Subgrodt ts Optional with Can/recto,Ir. CM19 pie nab` :tiro be Alter%• #xt SECTION A -A nsat P sty the tae east so %' ' • t • , F;, it Q <. ! , •��• . ksi 04110 of ` tw•thed� _lora iMWMN of •...••. •.. •..., ,... ,.••.•': &' t tfae &#W mb* ~Glees A IfI� �..—.... REVISED JUL 184::.;_- - ". Itatt tib emws*01 'f �I :,:. + Revised 9/22/b� _ 4:.� ..w..,, w.«a r.n It *9 be Asti t by !tat t : •' 1 11,0040 ow -am FILENAME: ST-24REV `� 1_ ��� ,,,�„�WMIt �' r I `""'"«'-" STANDARD 9-1-64 r�a�for kei methbrb Ate casing p�aat sedtians ; �• '••••••"•'� STANQARL? f b. 3!982 �.$ �•' . Ahee bf >ae afire! � DATE 672789 SECTION - MANHOLE n `N STANDARD DRAMJCU :.-:} CATCH BASIN TYPE A .«...:.. &E& x x irkr witiaka -�sw k of me � CHECKED ape •' I + • . 2,. B,[D. ��_<� SHOWING DROP CONNECTION �"'�ion! aaaatowat off! PIPE I OREE WITH !CASINO POLE M. SHAW �n ...... ` s bear SCALE , • . • •'.• • : cm ....« t rYPE "Li-! fnaerad by the pee nranilfadtetl8r T. N.T.S. t0 ... '. . ,� .. , •, -. • . •. i Non! eta NUMBERING -r--- •••..... - � APPROVED SHEET N0. + �•8=-r•-i'6" •• CITY OF BAKERSFIELD CITY OF BAKERSFIELD ,C" 01 SW_8 CITY OF SFIELD CALIFORNIA S-13 ,`��. �,., CALIFORNIA c�� -? x,.= ,'' CALIFORNIA ST -24 SECTION B_g--�...«..: tNCiINBHl11NG OEPARTMLNT Y «ns.»w,M. ENG4N6LRIN�i DEMRTMElVr SW - d MNI' D CIN ENGINEER PUBLIC WORKS DEPARTMENT CHI I ekopMrty Normo/ i -- 6'-•-- --•i Ccrb -- - 6' Normo/ Property Lwe-•� Lim C N + ` ,1Optn'ng-�!?I«- G --..•. -- CKtD a r LmwJs PCC. Valle/r L/m/tS `� H f'GC, 2' C.I. OR CONC. BOX - - PLAN PLAN APPROVED LED MODEL #: WITH LID MARKED SEWER GROUND TYPE A CATCH BASIN iN GRADE SAG TYPE A 8 A t CATCH BASiN ON GRADE AEL AUTOBAHN ATBO 20 BLED E10 MVOLT R2 CL P7 PCLL CITY 41 TYPE 'C' STANDARD 3 --1 ♦ StoRdord i ooaaioe Cir( 4' -- --^� ? -•i �2' -#- 4 �d C / I Curb Operrin0 Abma/ Alternate Locatiae, Lxnits t (I ' LrnD ! Ct! VCP OR PVC PLUG TYPICAL LOCATION PLAN FOR INSTALLATION we OF STREET SIGN POSTS A- '''� J_ A1Mmote beorion•to be 'r- � -r- -L NOTE owd Wee" the* � t" AJ Go w=4' s• '+ i' slooa brawl me IF CLEANOUT LID IS WITHIN TRAVELED WAY 0 Ds- ty tine, 6Do w=fa' Typical ° , USE TRAFFIC LID AND CONSTRUCT 24" SQ. to +M � trod 11W ewtb ieT / PLAN rca/ A 28 a ,t�eww 2"e=ew. rep. PLAN MOUNTING NOTE: PULLBOX TO BE eer x 8" THK• CL. "A" CONCRETE COLLAR 'o INSTALLED WITHIN Sasd teeatioe TYPE GO 8 GC?O INLET IN GRADE SAG TYPE GOL INLET Qt�GRADE HEI (GO SHOWN) STREET RIGHT OF WAY NOTE: LIGHT POLES, ANCHOR BOLTS, AV . 1 . rine c 0°! I Cutter �7v�1 ' ,781 ,yam, MAST ARMS, AND LED FIXTURES WILL , ,ersio. car BE FURNISHED AND INSTALLED BY STAINLESS STEEL TAMPERPROOF SCREW PROVIDE A LUG ON BOX suffer ;HEX—REJECTION PIN STYLE STEEL FRAME AND A. +��� ,� I 1 I rFlawlin� Tao of CONTRACTOR. WYE 1 i D =— c CONNECT TO GROUND 45• ELBOW �• ;,� •'0 ,,. �2P I -- .--�- '' KTK-6A FUSE 81017 BOX �,, " arrow dbec"on I�--- s' -`--I !/tor r-=- s' - -r I -:lSr D j + 3/4" PVC DRAIN FUSE CONCRETE ENCASEMENT POURED ; , a4" D I I i Ct[ SEE NOTES `.., AGAINST UNDISTURBED SOIL �,g, P.= * /'raTrve A ' c/�' TO GRAVEL HOLDER i S" spelewications s'�'--t PROFILE # GO 9 GDO 1 —6 2'!or Type TYPE G4 8 opo INLET, TYPE A CATCH BASIN PROFILE R TT A. 6"x6" CLASS B CONCRETE DETAIL OF SIGN PLATE IN GRADE SAG T CURB & GUTTER SIDEWALK APRON AROUND BOX DETAIL OF SIGN POST GRATE INLET AND CATCH BASIN ON GRADE SPECIFICATIONS GENERAL NOTES STREET '' <' *�:. :. ..I Eii4itlllll�fllll�llllI111-1! ...• • . ,', , a s-=-til--1 i 1.�.., i Signs Provided stall be acco"lp, led by a certificate to show [ 09 Gutter DIFAWS1ae. /t she// be.?' for Type A ��� � �= 1 I I • 9 `• and A -t retch basins and 3' for other m/ef +'R •' F. •' w I I I=1 11=1 I I=! I I=111=i I I=1 ! (=111=1 i !_ aomp{iw+oe to City standard . Q slim plot=s to be.. of QIW afumia m plate'sut to types unless otherwise shown. ., f ; ; ; � + �' C 2" THICK MORTAR BED �'4 4" d1wwmwtions ecified. C.t/ = Cart Height. Plates shall have an neerinq graft fully refleetorissld CH *0 Limits =Limits of total OeW&$sion Ii grrtfer 4 „ a g<+ '• -i �� £ TO SEAL BOX BOTTOM sp finish-grNm background MVsgwr ex+py.(both sides)--=Sfiolghfsrade, Downward Slope.:'; .. �? Formal shall be ttawicims-Hawhti� Ca Ina SM -C12 or -=Guff r ir t f fl Gutrtr "} ; 3/4 -CRUSHED ROCK a d ec roe o ow. Of°fw'd 2. Off i I Q 4, .' " prior approwcd egwo in writtinly Z. Gutter depressm"s snort lot Cass 8" ,PCC s ` ---___ """ �S o0e�l ( UNDER D E R SECTION Q ' ;•'. •' ¢:- BOX 8 THICK Signs facing traffic on local MW local collector straws ole cost , , shall be vim da size las shown). Signs facing traffic on major and 3. WO, GO and GOL inlets maybe used wim • -�-' - ' � '• ,` Cr{ 0 5 " �•ri • � f 18" MIN. RADIUS FOR CONDUITS Wscdwt twtod sen `� major c0isetare, shall los metro sltet3t)°) a1v/5'caps. approval of the City&Wneer GOO, GO and -�.�- ` 1 t>tere =W=era Ti�ptGDo ':' 3- EXTENDING TO PULL BOXES $001111 Mounts for pates shall be Hawkins-Hawitins Cob jew 604 mlefs shah be constructed, without steps, ver A -proof ("D) VP 90•sras:piM V14F-(HD)VP-IQ5 (90) and in conformance to State of California, SECTION A -A _ ' • <:.." OR TRAFFIC SIGNAL BOX 1Rwdo1 Proof pipe cup V14F-(HID) VP -107(2C) to fit a 2" I.D. pipe or approved equal. Department of Tronspartotioo Standard PromsFMMW tnskrrl tet 5/16', 3 1/2 bolls through pipe calp and P1Pe. Peer, 072 8 074 and Grates the// be typo 24 in • • � • • end of batt so nut is tamper -proof. conformance to Standard Plan D 77- B. \ Spacial Design Vandal-Ptaof Fastener V14F-IIHD) VP ;2 PT Kawied 4. Detoi/s for AC payment, When ,PCC. parement. ""°d '�"'`"�"' "°"""°) °` prior �" 1/2- x 8' COPPER CLAD • °�`O1 01 af�oii'' rs used, corners alert lot squared off. NORTH OF RIVER SANITARY DISTRICT No.1 - O`"' STANDARD ;w'"°p'q °A' aa` , GROUND ROD •^"'�•••TM� MR FIELD CAST CLASS A INLINE CLEANOUT STREET S I G N $ ` , . R r•.rr_Bp SrAi1tDARit1 lsaz CONCRETE PLACED 2'_g" 0 OR 2/10 REVISED AEON I� k ....� / GUTTER DEPRESSIONS ` g`;Q AGAINST UNDISTURBED SOIL DpD} 6 C minter Dr, �, 100 AECOM DATE DRAWN SHEET NO, DETAIL OF FITTINGS POST TYPE f01a ......�« �'r . DATE REVISION Teseas'r�96M 10/04 S$ FOR PIPE MOUNTINGS �' � CITY OF BAKERSFIELD Na �-KP POLE AND PULL BOX � r CALIFORNIA CITY OF BAKERSFIELD IELD tae*AttrtT►aener n >> CALIFORNIA S-14 DETAIL TYPICAL NOT TO SCALE .,., .....f,.« tETKitNLiLRING EWPAWMEW 3 , Cl T Y RECORD No. File Nome.`4 Improvement Plans - Sheets Base DETAILS SHEET NO. CiTY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer. L SUN Dote: Feb. 19, 16 Checked By (•• S MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 3 OF 20 0 1 2 3 C L C L F C C L F F C C C T C C C C u c C C r C u C C C r QRpf E SS / av LEGEND CONSTRUCTION NOTES: f: �� 51 NDN �> 1 CONSTRUCT TYPE B CURB ScGUTTER PER COB STD PLAN ST -1. �� TYPE A HOT MIX ASPHALT (HMA, O 0 z r m REGISTERED CIVIL ENGINEER Z C 80507 C OCONSTRUCT TYPE "M" CONCRETE MEDIAN CURB PER COB PROPOSED * Exp. 3-31-17 AGGREGATE BASE CLASS II STD ST -2 (10" CURB FACE REVEAL). CITY OF BAKERSFIELD 1 . 1501 TRUXTUN AVENUE '9TF Cl V IL INSTALL COMBINATION SIDEWALK PER COB DETAIL ST-8 COMPACTED NATIVE SOIL O BAKERSFIELD, CA 93301 OF CAl REVISIONS �F GRADED NATIVE SOIL No. DA TE DESCRIPTION PORTLAND CEMENT CONCRETE 4 J •fie J I - 4 ON IJ C r � � 3 55' 55' S`5' 55' u 36' — 48' 36' 25.5' i V w w -i F- �- 3 0 N O O L'- N F w O Y Z O Q� u O Q ( �IZO ui 3 =IU O Q U O O u- d -rO w m O O J J 0- a O.G. U U NEW F.G. MATCHi U U NEW F.G. a EXISTING 1.2%-2• % 2% 2% ELEVATION(MATCH EXISTING) 2-%_ 2, NEW F.G. u o 4 2, 4 2 I��� I I III { I ISI I I III DI-TCH INVERT { I I DITCH INVERT WIDTH VARIES ELEV AS I I ( ( { { { { { { I WIDTH VARIES SHOWN ON ELEV AS 0.45' HMA (TYPE A) �' PLANS 0.45' HMA (TYPE A) 0.45' HMA (TYPE A) PONS ON 0.5' A.B. CLASS II /� 0.5' A.B. (CLASS II) 0.5' A.B. CLASS II L) 1.55' NATURAL GROUND 1.55' NATURAL GROUND 1.55' NATURAL GROUND COMPACTED 95% ' COMPACTED 95% COMPACTED 95% z STA 1 21 + Off. 1 4 1 22+ 1--Z. 57 STA 122+12.57 1 22+ 61.01 M OH AWK CALLOWAY CANAL T`O SIENA LANE MOHAWK N. T. S. �-` '� N.T.S. 7 r`� T -- 55' 55' 55' 55' 1' —+►-� 2'"=14' 29' 3 a 1' --►{ 2'-14' 41' i F I`, ' Q� F- 0-1 L) Cr Dw I�F o SoUI � Z .% Yo� Q 6� �v O(r , II (E) FENCE MATCH o � 6 oIL- EXISTING I -iI-i6 MSO r ELEVATION �` NEW F.G. I 5� J 12%-2.5% _----T.�9�---- O.G. 1 NEW F.G. 11 BCH EXISTING) (�, _ � NEW F.G. (MA s. 2% � 2' I-.�..=.- 4 2 k DITCH INVERT 4:1 TYPICAL { I ( { WIDTH VARIES 3:1 MAX SLOPE ELEV AS ( ( I ( I ( { { TIE INTO EXISTING SHOWN ON 0.45' HMA (TYPE A) PLANS 0.45' HMA (TYPE A) I , ;fl.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 0.5' A.B. (CLASS II) i 0.45 HMA (TYPE A) -' 0.5' A.B. (CLASS II) 11.55' NATURAL GROUND 1.55' NATURAL GROUND 0.5 A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95% COMPACTED 95% 11.55' NATURAL GROUND COMPACTED 95% COMPACTED 95% STA 122-1-61.01 TO 123-+-12.57 STA 123-+-1 2. 57 TO 123-+-63.89 3 MOHAWK SIENA TO KREBS MOHAWK SIENA TO KREBS N.T.S. N.T.S. 1 -1739 7X, G CITY RECORD No. File Nome:4 Improvement Plans - Sheets Base Drawn: S CLAYTON CROSS SECT/ONS SHEET NO. CITY OF BA KERSF/EL D, CA L IFORN/A PUBLIC WORKS DEPARTMENT Job No.: T4K217 En in eer. L SUN Date: Feb. 23, 16 Checked By j„ MOHAWK STREET -SIENNA LANE TO HAGEMAN ROAD 4 OF 20 O 1 2 3 I LEGEND CONSTRUCTION NOTES: QRpFESS/pNq�F� S►NGy � ( OCONSTRUCT TYPE "B" CURB &GUTTER PER COB STD PLAN ST -1. LL ,o�Q o�'F,LF�� O TYPE "A" HOT MIX ASPHALT HMA; \ ER DCIVIL �- /_Z' Q OCONSTRUCT TYPE "M" CONCRETE MEDIAN CURB PER COB PROPOSED REl S GI NEER� 80507� U AGGREGATE BASE CLASS II STD ST -2 (10" CURB FACE REVEAL). y� ExC -17 z Lu Cl TY OF BAKERSFIELD ON �P = COMPACTED NATIVE SOIL 11 INSTALL COMBINATION SIDEWALK PER COB DETAIL ST -8. 1501 TRUXTUN AVENUE '9T CIVIL � O F o BAKERSFIELD, CA 93,301 OF CN_ 52 GRADED NATIVE SOIL REVISIONS m No. DA TE DESCRIP TION PORTLAND CEMENT CONCRETE w 3 /A2/ DI(, ADDENDUM #1 .4V t— O n 0 N ^II m N 0 N 0 N CD U L 0 d (D C v 3 6 co a m V) (D v V) I V) C 0 a c v 0 E / C 0 E U) 0 _ 0 0 C: v a C_ 0 Ln O N I 0 N U z ry w w z U z w I 0 0 J 0 Q U O Q U) 3 / D Q C / O ry 0 55' 2% 36' 55' "o ■ CL w O CD of z V) LO X W 1 4 2 d �-- DITCH INVERT WIDTH VARIES ELEV AS 0.45' HMA (TYPE A) SHOWN ON 0.5' A.B. (CLASS II) PLANS 1.55' NATURAL GROUND COMPACTED 95% STA 1214-12.04 1214-07,14 MOHAWK CALLOWAY CANAL TO SI EN A LANE N. T. S 55'0-0 1 __ 55' 48' 36' � F- V) w V) �z O o w Q U r V) O 01, CL :E O O MATCH 0 0 d EXISTING 1.2%-2.5% NEW F.G. ELEVATION (MATCH EXISTING) 2% -"-�- NEW F G (-- 2' ` 17 0.45' HMA (TYPE A)—) 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 0.5' A.B.CLASS II 1.55' NATURAL GROUND ( ) 1.55' NATURAL GROUND COMPACTED 95% COMPACTED 95% STA 1 22-+-1 2.57 1 122-+-61.01 MOHAWK N. T. S. CITY OF BAKERSFIELD, CALIFORNIA 0 Of DITCH INVERT WIDTH VARIES ELEV AS SHOWN ON PLANS 55' 36' 25.5' w c� Z X Lu 4 DITCH INVERT WIDTH VARIES ELEV AS 0.45' HMA (TYPE A) SHOWN ON 0,5' A.B. (CLASS II) 0.45' HMA (TYPE A) PLANS 1.55' NATURAL GROUND 0.5' A.B. (CLASS ii) COMPACTED 95% 1.55' NATURAL GROUND COMPACTED 95% STA 121-+-07.14 122-+-12.,57 MOHAWK CALLOWAY CANAL TO SI EN A LANE N. T. S. 55' Of MATCH EXISTING r -i r1 in-rl/ k r -of 1' —►i !--a 2'7'14' 55' 29' F- � UI W Y�Z O =l 6 O` s �i0 U v 6. NEW F.G. LG) (,, r � ooyy •:;,i G /oIV 0.45' HMA (TYPE A)—J 0.5' A.B. (CLASS II) J 0.5' A.B. (CLASS II) ( 1.55' NATURAL GROUND 1.55' NATURAL GROUND COMPACTED 95% COMPACTED 95% STA 122-+-61.01 TO 12,3--1-12.57 MOHAWK SIENA TO KREBS N. T. S. File Name.' 4 /m rovement Plans – Sheets Base Drawn: S CLAYTON PUBLIC WORKS DEPARTMENT Joe No.: T4K217 Engineer: L SUN Date: Mar. 16, 16 Checked By. LS DITCH INVERT WIDTH VARIES ELEV AS SHOWN ON PLANS CROSS SECTIONS MOHAWK STREET -SIENNA LANE TO HAGEMAN ROAD Cl T Y RECORD No. SHEE T NO. 4 OF 20 0 1 2 3 z 0 Q J U z Li LJ 0 >-' m 0 W F- 0 J 0 N II 00 0 4 0 0 N Ni N a 13 L J0 Q) w 0 U) Q) Q) V) 0 m W W a� V) I W a_ Q) E 0 a E E _o a C a� V) a 0 Ln 0 N I �t 0 N CD z ry w Lu z CD z Lu I J 0 Q U 0 Q J� Q Q- C - 0 C- 0 LEGEND NO I O.G. 55' CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. CONSTRUCT TYPE "M" CONCRETE MEDIAN CURB PER COB PROPOSED STD ST -2 (10" CURB FACE REVEAL). INSTALL COMBINATION SIDEWALK PER COB DETAIL ST -8. 1. —W-1 1 44— 2"-14' w (n H QI BIZ 0) =I0 6 0 :2i0 (I UIU NEW F 0.45' HMA (TYPE A) ( 0.45' HMA (TYPE A) -ice 0.5' A.B. (CLASS ii) i , 0.5 A.B. (CLASS 11) 1.55' NATURAL GROUND COMPACTED 95% 11.55' NATURAL GROUND COMPACTED 95% STA 123-+-63.89 TO 125-+-12.5 MOHAWK SIENA TO K REB -<%-t N. T. S. :' 1 ' --�► 2'-14' f- I a f- �.._: Dw cn U 3:: D 29' NEW 4:1 TYPICAL 3:1 MAX SLOPE, r TIE INTO EXISTING (E) FENCE 2' 11 11 4 j- 4 4 2' DITCH INVERT ELEV VARIES 0�45' HMA (TYPE A) 0.45' HMA (TYPE A) — 0.5' A.B. (CLASS II) � 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95% 11.55' NATURAL GROUND COMPACTED 95% STA 132-+-81.6,3 TO 1,334-34.5S MOHAWK SIENA TO KREBS N. T. S. 0. G. 55' 1 0- WFE'Ll ri QRpF E SS IONq REGIS TERED Cl VIL ENGINEER " ZT �`� C80507 i * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE '9Te C1V1\- BAKERSFIELD, CA 93,301 OF CALF REVISIONS No. DA TE I DESCRIP TION 1 / / 2 / / 4 55' 29' 0 II (E) FENCE 11 NEW F. G. 2% 2' I1 0.45' HMA (TYPE A) 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) , 1.55' NATURAL GROUND 0.5 A.B. (CLASS II) COMPACTED 95� 11.55' NATURAL GROUND COMPACTED 95% STA 125+12.57 TO 127+85.00 MOHAWK SIENA TO KREBS N. T. S. 55' O� O.G. D ---- -.PX 1' —�► ( 2'-14' f -I a r w V) F-:�) W Y�z vQil =1 00 00 I NA 29' 55' DITCH INVERT WIDTH VARIES ELEV AS SHOWN ON PLANS NEW F.G. 2% II(E) FENCE 11 �1 �11 11 2' 11 II 1 1' 1 4 4 ' 2, DITCH INVERT _ ( ELEV VARIES 0.45' HMA (TYPE A) 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95� (1.55' NATURAL GROUND COMPACTED 95% STA 127-+-85.00 TO 132-+-81.6,3 STA 1,3,3-+-,34.58 TO 138-+-45.24 MOHAWK SIENA TO KREBS N.T.S. CITY RECORD No. ,/ File Name.•4 Improvement Plans - Sheets Base Drawn: S CLAYTON CROSS SECT/ONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Date: Feb. 23, 16 Checked By. L S MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 5 OF 20 0 1 2 3 TYPE "A" HOT MIX ASPHALT (HMA) AGGREGATE BASE CLASS II OCOMPACTED NATIVE SOIL GRADED NATIVE SOIL • a J •• PORTLAND CEMENT CONCRETE NO I O.G. 55' CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. CONSTRUCT TYPE "M" CONCRETE MEDIAN CURB PER COB PROPOSED STD ST -2 (10" CURB FACE REVEAL). INSTALL COMBINATION SIDEWALK PER COB DETAIL ST -8. 1. —W-1 1 44— 2"-14' w (n H QI BIZ 0) =I0 6 0 :2i0 (I UIU NEW F 0.45' HMA (TYPE A) ( 0.45' HMA (TYPE A) -ice 0.5' A.B. (CLASS ii) i , 0.5 A.B. (CLASS 11) 1.55' NATURAL GROUND COMPACTED 95% 11.55' NATURAL GROUND COMPACTED 95% STA 123-+-63.89 TO 125-+-12.5 MOHAWK SIENA TO K REB -<%-t N. T. S. :' 1 ' --�► 2'-14' f- I a f- �.._: Dw cn U 3:: D 29' NEW 4:1 TYPICAL 3:1 MAX SLOPE, r TIE INTO EXISTING (E) FENCE 2' 11 11 4 j- 4 4 2' DITCH INVERT ELEV VARIES 0�45' HMA (TYPE A) 0.45' HMA (TYPE A) — 0.5' A.B. (CLASS II) � 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95% 11.55' NATURAL GROUND COMPACTED 95% STA 132-+-81.6,3 TO 1,334-34.5S MOHAWK SIENA TO KREBS N. T. S. 0. G. 55' 1 0- WFE'Ll ri QRpF E SS IONq REGIS TERED Cl VIL ENGINEER " ZT �`� C80507 i * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE '9Te C1V1\- BAKERSFIELD, CA 93,301 OF CALF REVISIONS No. DA TE I DESCRIP TION 1 / / 2 / / 4 55' 29' 0 II (E) FENCE 11 NEW F. G. 2% 2' I1 0.45' HMA (TYPE A) 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) , 1.55' NATURAL GROUND 0.5 A.B. (CLASS II) COMPACTED 95� 11.55' NATURAL GROUND COMPACTED 95% STA 125+12.57 TO 127+85.00 MOHAWK SIENA TO KREBS N. T. S. 55' O� O.G. D ---- -.PX 1' —�► ( 2'-14' f -I a r w V) F-:�) W Y�z vQil =1 00 00 I NA 29' 55' DITCH INVERT WIDTH VARIES ELEV AS SHOWN ON PLANS NEW F.G. 2% II(E) FENCE 11 �1 �11 11 2' 11 II 1 1' 1 4 4 ' 2, DITCH INVERT _ ( ELEV VARIES 0.45' HMA (TYPE A) 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95� (1.55' NATURAL GROUND COMPACTED 95% STA 127-+-85.00 TO 132-+-81.6,3 STA 1,3,3-+-,34.58 TO 138-+-45.24 MOHAWK SIENA TO KREBS N.T.S. CITY RECORD No. ,/ File Name.•4 Improvement Plans - Sheets Base Drawn: S CLAYTON CROSS SECT/ONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Date: Feb. 23, 16 Checked By. L S MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 5 OF 20 0 1 2 3 NEW F 0.45' HMA (TYPE A) ( 0.45' HMA (TYPE A) -ice 0.5' A.B. (CLASS ii) i , 0.5 A.B. (CLASS 11) 1.55' NATURAL GROUND COMPACTED 95% 11.55' NATURAL GROUND COMPACTED 95% STA 123-+-63.89 TO 125-+-12.5 MOHAWK SIENA TO K REB -<%-t N. T. S. :' 1 ' --�► 2'-14' f- I a f- �.._: Dw cn U 3:: D 29' NEW 4:1 TYPICAL 3:1 MAX SLOPE, r TIE INTO EXISTING (E) FENCE 2' 11 11 4 j- 4 4 2' DITCH INVERT ELEV VARIES 0�45' HMA (TYPE A) 0.45' HMA (TYPE A) — 0.5' A.B. (CLASS II) � 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95% 11.55' NATURAL GROUND COMPACTED 95% STA 132-+-81.6,3 TO 1,334-34.5S MOHAWK SIENA TO KREBS N. T. S. 0. G. 55' 1 0- WFE'Ll ri QRpF E SS IONq REGIS TERED Cl VIL ENGINEER " ZT �`� C80507 i * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE '9Te C1V1\- BAKERSFIELD, CA 93,301 OF CALF REVISIONS No. DA TE I DESCRIP TION 1 / / 2 / / 4 55' 29' 0 II (E) FENCE 11 NEW F. G. 2% 2' I1 0.45' HMA (TYPE A) 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) , 1.55' NATURAL GROUND 0.5 A.B. (CLASS II) COMPACTED 95� 11.55' NATURAL GROUND COMPACTED 95% STA 125+12.57 TO 127+85.00 MOHAWK SIENA TO KREBS N. T. S. 55' O� O.G. D ---- -.PX 1' —�► ( 2'-14' f -I a r w V) F-:�) W Y�z vQil =1 00 00 I NA 29' 55' DITCH INVERT WIDTH VARIES ELEV AS SHOWN ON PLANS NEW F.G. 2% II(E) FENCE 11 �1 �11 11 2' 11 II 1 1' 1 4 4 ' 2, DITCH INVERT _ ( ELEV VARIES 0.45' HMA (TYPE A) 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95� (1.55' NATURAL GROUND COMPACTED 95% STA 127-+-85.00 TO 132-+-81.6,3 STA 1,3,3-+-,34.58 TO 138-+-45.24 MOHAWK SIENA TO KREBS N.T.S. CITY RECORD No. ,/ File Name.•4 Improvement Plans - Sheets Base Drawn: S CLAYTON CROSS SECT/ONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Date: Feb. 23, 16 Checked By. L S MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 5 OF 20 0 1 2 3 D 29' NEW 4:1 TYPICAL 3:1 MAX SLOPE, r TIE INTO EXISTING (E) FENCE 2' 11 11 4 j- 4 4 2' DITCH INVERT ELEV VARIES 0�45' HMA (TYPE A) 0.45' HMA (TYPE A) — 0.5' A.B. (CLASS II) � 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95% 11.55' NATURAL GROUND COMPACTED 95% STA 132-+-81.6,3 TO 1,334-34.5S MOHAWK SIENA TO KREBS N. T. S. 0. G. 55' 1 0- WFE'Ll ri QRpF E SS IONq REGIS TERED Cl VIL ENGINEER " ZT �`� C80507 i * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE '9Te C1V1\- BAKERSFIELD, CA 93,301 OF CALF REVISIONS No. DA TE I DESCRIP TION 1 / / 2 / / 4 55' 29' 0 II (E) FENCE 11 NEW F. G. 2% 2' I1 0.45' HMA (TYPE A) 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) , 1.55' NATURAL GROUND 0.5 A.B. (CLASS II) COMPACTED 95� 11.55' NATURAL GROUND COMPACTED 95% STA 125+12.57 TO 127+85.00 MOHAWK SIENA TO KREBS N. T. S. 55' O� O.G. D ---- -.PX 1' —�► ( 2'-14' f -I a r w V) F-:�) W Y�z vQil =1 00 00 I NA 29' 55' DITCH INVERT WIDTH VARIES ELEV AS SHOWN ON PLANS NEW F.G. 2% II(E) FENCE 11 �1 �11 11 2' 11 II 1 1' 1 4 4 ' 2, DITCH INVERT _ ( ELEV VARIES 0.45' HMA (TYPE A) 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95� (1.55' NATURAL GROUND COMPACTED 95% STA 127-+-85.00 TO 132-+-81.6,3 STA 1,3,3-+-,34.58 TO 138-+-45.24 MOHAWK SIENA TO KREBS N.T.S. CITY RECORD No. ,/ File Name.•4 Improvement Plans - Sheets Base Drawn: S CLAYTON CROSS SECT/ONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Date: Feb. 23, 16 Checked By. L S MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 5 OF 20 0 1 2 3 55' 29' 0 II (E) FENCE 11 NEW F. G. 2% 2' I1 0.45' HMA (TYPE A) 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) , 1.55' NATURAL GROUND 0.5 A.B. (CLASS II) COMPACTED 95� 11.55' NATURAL GROUND COMPACTED 95% STA 125+12.57 TO 127+85.00 MOHAWK SIENA TO KREBS N. T. S. 55' O� O.G. D ---- -.PX 1' —�► ( 2'-14' f -I a r w V) F-:�) W Y�z vQil =1 00 00 I NA 29' 55' DITCH INVERT WIDTH VARIES ELEV AS SHOWN ON PLANS NEW F.G. 2% II(E) FENCE 11 �1 �11 11 2' 11 II 1 1' 1 4 4 ' 2, DITCH INVERT _ ( ELEV VARIES 0.45' HMA (TYPE A) 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95� (1.55' NATURAL GROUND COMPACTED 95% STA 127-+-85.00 TO 132-+-81.6,3 STA 1,3,3-+-,34.58 TO 138-+-45.24 MOHAWK SIENA TO KREBS N.T.S. CITY RECORD No. ,/ File Name.•4 Improvement Plans - Sheets Base Drawn: S CLAYTON CROSS SECT/ONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Date: Feb. 23, 16 Checked By. L S MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 5 OF 20 0 1 2 3 00 I NA 29' 55' DITCH INVERT WIDTH VARIES ELEV AS SHOWN ON PLANS NEW F.G. 2% II(E) FENCE 11 �1 �11 11 2' 11 II 1 1' 1 4 4 ' 2, DITCH INVERT _ ( ELEV VARIES 0.45' HMA (TYPE A) 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95� (1.55' NATURAL GROUND COMPACTED 95% STA 127-+-85.00 TO 132-+-81.6,3 STA 1,3,3-+-,34.58 TO 138-+-45.24 MOHAWK SIENA TO KREBS N.T.S. CITY RECORD No. ,/ File Name.•4 Improvement Plans - Sheets Base Drawn: S CLAYTON CROSS SECT/ONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Date: Feb. 23, 16 Checked By. L S MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 5 OF 20 0 1 2 3 z 0 Q J U z w a. w I-- Cf) 52 m 0 w O J 0- 0 N II U m W Q) v C- I 0 a- c- c) - cv Q) 0 Q E / a E 0 0 C- Q) Cn v 0 Ln 0 N I d- 0 N U z_ ry III W z z w I 0 0 J Q U 0 F - Q / Q / Q U / / LEGEND TYPE "A" HOT MIX ASPHALT (HMA) AGGREGATE BASE CLASS II COMPACTED NATIVE SOIL GRADED NATIVE SOIL PORTLAND CEMENT CONCRETE 55' WI O.G. CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. OCONSTRUCT TYPE "M" CONCRETE MEDIAN CURB PER COB PROPOSED STD ST -2 (10" CURB FACE REVEAL). p 1 INSTALL COMBINATION SIDEWALK PER COB DETAIL ST -8. N& QRpF ESS / k0 S 1 NGH REGISTERED CIVIL ENGINEER C 80507 y� Exp.3-31-17 CITY OF BAKERSFIELD 1509 TRUXTUN AVENUE '91 C1V1\- BAKERSFIELD, CA 93,301 OF cp'bF REVISIONS No. DA TE DESCRIP TION S11\7 3 /2-212o14 ADDENDUM #1 371 / / 471 / / 55' 55 55' 1 2' -14' — 41' 2 -14' — 41' �I w F- F- �I w U) �' O' 'USI W Y�z c U U)L: O' �I a o 1 (E) FENCE a) 3: Z FENCE QI If (E ) 6 o o 6 : -11-1 0 ; JJ 6 I U v NEW F.G. I O.G. I 6 UU NEW F.G. --------r --- -r. %- 0.45' HMA (TYPE A) 10.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND 11.55' NATURAL GROUND COMPACTED 95% COMPACTED 95% STA 12.3-1-12.57 TO 12,3-+-63.89 MOHAWK SIENA TO KREBS N.T.S. .00 55' �I O.G. 4:1 TYPICAL 3:1 MAX SLOPE TIE INTO EXISTING 0.45' HMA (TYPE A) 1 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95% 11.55' NATURAL GROUND COMPACTED 95% STA 123-+-63.89 TO 125-+-12.57 MOHAWK SIENA TO KREBS N.T.S. 4:1 TYPICAL 3:1 MAX SLOPE TIE INTO EXISTING 0.45' HMA (TYPE A) 1----"' 0.5' A.B. (CLASS II) 1 0.45 HMA (TYPE A) 1.55' NATURAL GROUND 0.5 A.B. (CLASS ii) COMPACTED 95% 11.55' NATURAL GROUND COMPACTED 95% STA 125-4-12.57 TO 127-+-85.00 MOHAWK SIENA TO KREBS N. T. S. DITCH INVERT WIDTH VARIES ELEV AS SHOWN ON PLANS k—1 "' 0.5' A.B. (CLASS ii) 1.55' NATURAL GROUND 1.55' NATURAL GROUND COMPACTED 95% COMPACTED 95% STA 132-1-81.63 TO 13,34-34.58 MOHAWK SIENA TO KREBS N. T. S. r INVERT /ARIES 15 /,- I CITY RECORD No. /73 c/ FileName.-4 /m rovement Plans — Sheets Bose Drawn: S CLAYTON CROSS SECTIONS SHEET NO. CITY OF BA KERSF/EL D, CA L IFORN/A PUBLIC WORKS DEPARTMENT Job No.: T4K217 En gin eer. L SUN Dote: Mar. 16, 16 Checked By. LS MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 5 OF 20 N 1 2 3 55' 55' 55' 1 ' —►I 2'- 14' low 29' 1 ' —•-{ 2'-14' 29' V) ,: z Ii 0 C)�I �III YW < II � Q o I (E) FENCE N Wz 1-1 O Ii O 6 6 l FENCEO (E) . o .O cJ� 66 1 NEW F.G. O.G. I NEW F.G. �!-----r.---- 1 , -----r.---- 11 F 2% 2 ' 2% 2 v 4 looAr 0.45' HMA (TYPE A) 1----"' 0.5' A.B. (CLASS II) 1 0.45 HMA (TYPE A) 1.55' NATURAL GROUND 0.5 A.B. (CLASS ii) COMPACTED 95% 11.55' NATURAL GROUND COMPACTED 95% STA 125-4-12.57 TO 127-+-85.00 MOHAWK SIENA TO KREBS N. T. S. DITCH INVERT WIDTH VARIES ELEV AS SHOWN ON PLANS k—1 "' 0.5' A.B. (CLASS ii) 1.55' NATURAL GROUND 1.55' NATURAL GROUND COMPACTED 95% COMPACTED 95% STA 132-1-81.63 TO 13,34-34.58 MOHAWK SIENA TO KREBS N. T. S. r INVERT /ARIES 15 /,- I CITY RECORD No. /73 c/ FileName.-4 /m rovement Plans — Sheets Bose Drawn: S CLAYTON CROSS SECTIONS SHEET NO. CITY OF BA KERSF/EL D, CA L IFORN/A PUBLIC WORKS DEPARTMENT Job No.: T4K217 En gin eer. L SUN Dote: Mar. 16, 16 Checked By. LS MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 5 OF 20 N 1 2 3 z O Q J U z w w 52 M 0 Li f- O J O Ln tom- cD O N (D U 0 0 U) Q) C -0 a; U) 0 M v V) I c 0 n a) 0 E / 0 E 0 0 0 c 0 Cf) 0 0 Ln O N I �t- 0 N U z w Li z 0 z Li I 0 J 0 Q U O Q / a / Q - U) i TYPE "A" HOT MIX ASPHALT (HMA) AGGREGATE BASE CLASS II COMPACTED NATIVE SOIL GRADED NATIVE SOIL PORTLAND CEMENT CONCRETE WIDUATUARIES EXISTING -- GROUND SURFACE CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. OCONSTRUCT TYPE "M" CONCRETE MEDIAN CURB PER COB PROPOSED STD ST -2 (10" CURB FACE REVEAL). �7 RELOCATE EXISTING FENCE AS SHOWN ON PLANS. INSTALL COMBINATION SIDEWALK PER COB DETAIL ST -8. 55' Q� 4:1 TYPICAL ---' 3:1 MAX SLOPE 0.5' LIMIT OF 95% COMPACTION 0. G. 2'- 14' F -I n D w Ln co Y?l�Z Q 0 �I I 6 OIL - :2 0 4 ----- --0.- ---- T il 29' 55' NEW F.G 1(E) FENCE 11 14 11 2' 11 11 1' 1 4 4 2' DITCH INVERT _ I ELEV VARIES 0.45' HMA (TYPE A) ( 0.45' HMA (TYPE A) -� 0.5' A.B. (CLASS II) 0.5' A.B. (CLASS 11) 1.55' NATURAL GROUND 11.55' NATURAL GROUND COMPACTED 95% COMPACTED 95% STA 127-+-85.00 TO 132--1-81.63 STA 133+34,58 TO 138+45.24 MOHAWK SIENA TO KREBS N. T. S. 55' 48' 0-1-0 55' 1 RELOCATE FENCE O 0.45' HMA (TYPE A) --I 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND 1.55' NATURAL GROUND COMPACTED 95% COMPACTED 95% STA 139--1-,32.38 150-+-04.92 MOHAWK KREBS TO H AGEM AN /\1 - N. T. S .4 55' QRpFESS/pNq k� 51 NGIy 3122-11,6 CI-) REGISTER D Cl VIL ENGINEER ;;7 C80507 ;;u * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUX TUN A VENUE qTF C/ 0- BAKERSFIELD, CA 93,301 of CA\ - REVISIONS No. DA TE DESCRIP TION t 3 /?,�/201(o ADDENDUM #1 >71 / / 55' 1' --►� 2'-14' 29' L U �I Z W Ca I .� = o ole I E FENCE 6 Bio 111 ( ) 6 11 NEW F.G. 1 2% 11 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND 1.55' NATURAL GROUND COMPACTED 95% COMPACTED 95% STA 1,38-+-46.64 TO 1,39-4-32.38 MOHAWK SIENA TO KREBS N. T. S. 55' i 41' 4:1 TYPICAL 1 3:1 MAX SLOPE 2' 29' VIF-: Yip i .z a_o U o� MSO UIU 55' DITCH INVERT ELEV VARIES 1 19' 0 RELOCATED 11' FENCE �1 O ,1 II, 11 >� it 11 vL >vvL �v v vUvUv t 2 _��� o 0 o II IIIIII III III � ELEV VARIES I I I I I I I I I III III I I I I I I I III I ELEV VARIES T U.'rU nnnri k 1 r r - r -M) U.45 HMA (I YHL A) 1 0.5' A.B. (CLASS II) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND I 1.55' NATURAL GROUND COMPACTED 95% COMPACTED 95% STA 150-+-04.92 152-+-15.93 MOHAWK KREBS TO H AGEM AN N. T. S. CITY RECORD No. 3 FileNome.•4 Improvement Plans - Sheets Base Drawn: S CLAYTON CROSS SECTIONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer. L SUN Date: Mar. 16, 16 Checked BY.- LS MOHAWK STREET -SIENNA LANE TO HAGEMAN ROAD 6 OF 20 0 1 2 3 z O F- a J U z w _ 0 - ILLI F- 0 m 0 w F— F- 0 .F- 0 J d 0 N �II a. rn 0 Q0 O N O U i 0 0 (n L c- F - 3 a� V) 0 m a� V I cn c CL c N w 0 L Q E d- c a E 0) a 0 0 c Q) U) v 3 a 0 Ln 0 N I FD d- N z E w w z 0 z w I 0 0 J 0 Q U 0 0 Q cn 3 0 / a c 0 U) / CONSTRUCTION NOTES: O CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -7. O CONSTRUCT COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. 30 SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY, EXCAVATE TO A DEPTH OF 1 FEET, INSTALL 6" RESIDENTIAL CONCRETE DRIVEWAY OVER 6" NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. ® CONSTRUCT NATIVE SOIL DRIVEWAY TIE-IN COMPACTED TO 90% RELATIVE COMPACTION. TIE INTO EXISTING AS SHOWN. (D INSTALL 6" RESIDENTIAL CONCRETE DRIVEWAY OVER 6" NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. 70 PROTECT EXISTING CONCRETE CURB IN PLACE. CONSTRUCT SIDEWALK FLUSH WITH CURB. ® ADJUST WATER VALVE TO GRADE (WORK TO BE DONE BY OTHER). R/W I t (E) CURB WA_KWABY - DRIVEWAY _ . GRAS'0 m 55' 48' 41' � (E) ROAD LXIti I I U UONGHL I DRIVEWAY (LENGTH VARIES) 10' 3' 3' 3 x`629 ° 2.0. .2%- .a L F.G. LEGEND 2 .. bil TYPE "A" HOT MIX ASPHALT (HMA) 1 AGGREGATE BASE CLASS II OCOMPACTED NATIVE SOIL GRADED NATIVE SOIL PORTLAND CEMENT CONCRETE • Y (r) .1Z Qo = U oLi- m o UIU x t4.1' 55' o 48' 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND j COMPACTED 95% rc__, DRIVEWAY DETAIL 6 145+38.90 TO 145+52.90 NOT TO SCALE m A., R/W/ 55' — 48' 41' i (E) ROAD V) Y V) �Iz Qo U � o t 3' 3' 3' r -I-1 3¢9 2.0� �0 me ii ��u o 0 0 4 i i i o 0 0 ��� �_�������171 111= �- 71E:: 0.LIMIT111= iin n- - - - 5' _ 0.5 LIMIT OF 95% III III I OF 95% III III COMPACTION COMPACTION 0.45' HMA TYPE A 0.45' HMA (TYPE A) 0.5' A.B. (CLASS ii) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND 1.55' NATURAL GROUND COMPACTED 95% COMPACTED 95% A DRIVEWAY DETAIL rB DRIVEWAY DETAIL 6 142+74.12 TO 142+84.12 NOT TO SCALE 6 143+38.36 TO 143+58.36 NOT TO SCA t 4.7' 0 ry 2.5' 2.5' t3 1.14% EXIS.' ING -i CONCRETE DRIVEWAY - _- 0.5' LIMIT OF 95% COMPACTION 55' — — 48' 41' V) Y 3:z 0 (E) ROAD a U ou- 0.45' HMA (TYPE A) 0.5' A.B. (CLASS ii) 1.55' NATURAL GROUND COMPACTED 95% rD_,_ DRIVEWAY DETAIL 6 145+62.50 TO 145+76.50 NOT TO SCALE QRpFESS/0N .� � \Q SI Ncy cq� Fac ✓� Q T y EGI TERED CI VI L ENGINEER " a rn C 80507 ,k Exp.3-31-17 CITY OF BAKERSFIELD 1509 TRUXTUN AVENUE C/vl\- BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 2 3 � FUTURE R W ........ 11.0'. . I stO cOg .I .; 4 • 4' i I I I I-tli-I t I-III-III-Ilt ° 1-1 1=111-tll-III-III 4 -�I I -111-I � EI i i I=11 I I-1 11=1 I l=1 11=1 11= III=111=111-III=111-III ° r=)I r-1 I tl 11=1 11=1 III-III-III=III-III-III IDF I I_I II- IEEII llI-III=I I -El ®-III=I I I=I I I=I I I=I I I=I I I �I I -I I la la I la I Ed I I ,. I 11=1 11=1 I I-1 11=1 11=1 I ��` �IIIIIIIIIIIIIIIIIIIII1111111111I� :,� . `6y II-III=III-III=III=111 4 -I I i -III -I 11=1 11-t I I -I I I I-III-III=111-III-III . . . . . . . Iwx ° 4J . 4 4 I71 •J, FUTURE R/W t 8.2' 55' 0 48' 41' �z (E) ROAD --- --- _r o� 3, 3, : o J J U U F. G. EG 20% 2% - .: EXISTING DIRT DRIVEWAY III III 0.5' LIMIT OF 95% COMPACTION 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95% E DRIVEWAY DETAIL 6 147+02.00 TO 147+26.00 NOT TO SCALE CITY iqECORD No. File NGMe.' 4 Improvement Plans - Sheets Base Drawn: S CL YTON DRIVEWAY CROSS-SECTIONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Date: Mar. 3, 16 Checked By LS MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 7 OF 20 0 1 2 3 z 0 Q J 0 z w w I- V) m 0 w 0 J 0 N it rn 0 d- Q0 0 N K 0 U L d 0 d� 3 Q) N d M a V) I U) ^_d LL C: W 0 Q E d- c d Cn d 0 d C a) in 3 d C_ 0 0 N I 0 N 0 z ry w w z 0 z w I 0 0 J 0 Q U O F- D Q / U) 3 .Q Q Q d d U) / CONSTRUCTION NOTES: O CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -7. O CONSTRUCT COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. O SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY, EXCAVATE TO A DEPTH OF 1 FEET, INSTALL 6" RESIDENTIAL CONCRETE DRIVEWAY OVER 6" NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. ® CONSTRUCT NATIVE SOIL DRIVEWAY TIE—IN COMPACTED TO 90% RELATIVE COMPACTION. TIE INTO EXISTING AS SHOWN. OINSTALL 6" RESIDENTIAL CONCRETE DRIVEWAY OVER 6" NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. © SAWCUT AND REMOVE EXISTING AC DRIVEWAY, EXCAVATE TO A DEPTH OF 1 FEET. INSTALL RESIDENTIAL DRIVEWAY, 2" AC OVER 10" NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. FUTURE R/W .'RASS - 11.3' A* S .. E) COI41CRETE DRIVEWAY r.....II. >- FUTURE R/W i ±9.7' 55' 48' LEGEND 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95% rF'� DRI VEWA Y DETAIL 7 147+64.50 TO 147+80.50 NOT TO SCALE NA ±11.5' FUTURE R/W i 4 I. I �A " (E) DIRT �i 111=1 DRIVEWAY I 1111111 � 4 I I—_Ili ,' • 4 ,. I4 4 �1bc f I j 4 • .. I $ (E) CURB I. 4 .f.4 FUTURE R/W p (E) ROAD 4.8'1 3'1 3' I E.G. f359. 2.0710g 2% 55' 48' 41' H Y � �z QO T U O ti :2 O I UIU wr" �' ►' 1. Ill` • 148+67.00 • 148+81.00 NOT TO SCALE /—t I-ra 1mr r% /ui FUTURE R/W/ ±7.0' J-- 55' 48' 3 41' La LL_ V) ~ EXISTING AC z0 DRIVEWAY (E) ROAD =IU Li- mO U U F.G. E.G. 1 1 - 0.5' LIMIT OF 95% COMPACTION 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95% 00 ESS IO/V 7 ��O S I NG F. REGISTERED CIVIL ENGINEER C80507 * Exp. 3-31-17 Cl TY OF BAKERSFIELD 1501 TRUX TUN A VENUE '9T C t V 1 BAKERSFIELD, CA 93,301 F OF CA��F� REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / 4 / / ±6.4' i 0 i 0.5' LIMIT -� OF 95% COMPACTION \FUTURE R/W 55' 48' 41' LO (E) ROAD = U i O 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95% H TYPE "A" HOT MIX ASPHALT (HMA) I DRI VEWA Y DETAIL 7 AGGREGATE BASE CLASS II OCOMPACTED NATIVE SOIL GRADED NATIVE SOIL • PORTLAND CEMENT CONCRETE 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95% rF'� DRI VEWA Y DETAIL 7 147+64.50 TO 147+80.50 NOT TO SCALE NA ±11.5' FUTURE R/W i 4 I. I �A " (E) DIRT �i 111=1 DRIVEWAY I 1111111 � 4 I I—_Ili ,' • 4 ,. I4 4 �1bc f I j 4 • .. I $ (E) CURB I. 4 .f.4 FUTURE R/W p (E) ROAD 4.8'1 3'1 3' I E.G. f359. 2.0710g 2% 55' 48' 41' H Y � �z QO T U O ti :2 O I UIU wr" �' ►' 1. Ill` • 148+67.00 • 148+81.00 NOT TO SCALE /—t I-ra 1mr r% /ui FUTURE R/W/ ±7.0' J-- 55' 48' 3 41' La LL_ V) ~ EXISTING AC z0 DRIVEWAY (E) ROAD =IU Li- mO U U F.G. E.G. 1 1 - 0.5' LIMIT OF 95% COMPACTION 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95% 00 ESS IO/V 7 ��O S I NG F. REGISTERED CIVIL ENGINEER C80507 * Exp. 3-31-17 Cl TY OF BAKERSFIELD 1501 TRUX TUN A VENUE '9T C t V 1 BAKERSFIELD, CA 93,301 F OF CA��F� REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / 4 / / ±6.4' i 0 i 0.5' LIMIT -� OF 95% COMPACTION \FUTURE R/W 55' 48' 41' LO (E) ROAD = U i O 0.45' HMA (TYPE A) 0.5' A.B. (CLASS II) 1.55' NATURAL GROUND COMPACTED 95% H DRI VEWA Y DETAIL I DRI VEWA Y DETAIL 7 150+29.00 TO 150+45.00 NOT TO SCALE 7 151+04.00 TO 151+36-00 Cl T Y RECORD No. 11 UIU %3 File Name.4 Improvement Plans — Sheets Base Drawn: S CLAYTON DRIVEWAY CROSS-SECTIONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Date: Mar. 3, 16 Checked By. LS MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 8 OF 20 0 1 2 3 z 0 Q J U z w m w F_ V) 52 m 0 W F- 0 n 00 O 0 L6 Q0 O N N a a a V) Q) a F ai U) a m V) Q) Q) I V) C: a n C Q) 0 Q E c a E a 0 a C a� in a C_ 0 (D N I O N 0 z F w Li z 0 z w I D 0 Q U O D Q V) 3 D Q D Q c a . STA 118+50.48 BEG/N STA 118+42.31 REMOVE STM/P£ B£GIN REMOVE STRIPE BEGIN SIENA Fi STA 122+12.57 STA, l 12 T_� ......_......_ ... TV \\ \\ \\ \\ \\ 5 7 ------STA ?22 OO 1 5 m _ 75AWCUT'­AP tr..13 ' F F .. EXISTING ROADSIDE RETENTION DITCH TO BE REGRADED AND COMPACTED PER COB STRUCTURAL M OHA WK S Tib' EE- ' E O 4 DEMO L REMOVE CONFLliMARK/NGS/STRII SAWCUT AND M ;•;; COLO -PLANE TC TY OF BA KERSF/EL D,CAL /FORN/A FileNome.•4 Improvement Plans - Sheets Base Drawn: S CLAYTON PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Dote: Feb. 23, 16 Checked By LS QRpFESS/pN q <1 g I N G/y C � Q F REGISTERED Cl VIL ENGINEER � 0 80507 Exp. 3-31-17 C/ T Y OF BA KERSFiEL D s� \ 1501 TRUXTUN AVENUE qT C1V1\- BAKERSFIELD, CA 93301 F OF Cq�\F� REVISIONS No. DA TE DESCRIP TION 1 / / 471 / / DEMO NOTES: 1n RELOCATE EXISTING ROADSIDE SIGN AS INDICATED ON SIGN & STRIPING PLANS AND PER SPECIAL PROVISIONS "ROADSIDE SIGNS" F2 POWER POLES TO BE REL OCA TED BY OTHERS �3 REL OCA TE EXISTING WIRE MESH FENCE AS INDICATED ON PLANS AND PER SPECIAL PROVISIONS "WIRE MESH FENCE REL OCA TION". ® SA WCUT AS SHOWN. 15 REMOVE TRAFFIC DEL INEA TOR © REMOVE EXISTING ROADSIDE SIGN. F7 ADJUST MONUMENT TO GRADE. ® REMOVE EXISTING TREES AND SHRUBS WI THIN THE RIGHT OF WA Y AS INDICA TED ON PLANS AND PER SPECIAL PROVISIONS "REMOVE TREES AND SHRUBS" �9 PROTECT EXISTING MAILBOX IN PLACE WHERE INDICATED ON THE PLANS. 10 REMOVE AND DISPOSE OF EXISTING WOOD L OG DRI VEWA Y ARCH. 11 WA TER VALVE BOX TO BE ADJUSTED TO GRADE. WORK TO BE PERFORMED BY "OTHER" 12 REMOVE AND DISPOSE SECTION OF EXISTING CONCRETE DRI VEWA Y PER DRI VEWA Y X -SECTION DETAILS, SHEETS 6-7. 13 SEWER MANHOLE/FORCEMA/N CLEANOUT TO BE ADJUSTED TO GRADE PER COB DETAIL S-7 & N. O.R. S D. DETAIL S-6. WORK TO BE PERFORMED IN COORDINATION WITH NORTH OF THE RIVER SANI TAR Y DISTRICT. 14 RELOCATE EXISTING CHAIN LINK FENCE AS INDICATED ON PLANS AND PER SPECIAL PROVISIONS "CHAIN LINK FENCE RELOCATION" 15 RELOCATE EXISTING CABLE RAILING AS INDICATED ON PLANS AND PER SPECIAL PROVISIONS "RAILINGS AND BARRIERS" 16 REL OCA TE EXISTING WOOD FENCE AS INDICATED ON PLANS AND PER SPECIAL PROVISIONS "WOOD FENCE REL OCA TION" DEMOL I T/ON PLANS MOHAWK STREET SIENNA LANE TO HAGEMAN ROAD Cl T Y RECORD No. C 3Y SHEET NO. 9 OF 20 1 2 3 s TY OF BA KERSF/EL D,CAL /FORN/A FileNome.•4 Improvement Plans - Sheets Base Drawn: S CLAYTON PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Dote: Feb. 23, 16 Checked By LS QRpFESS/pN q <1 g I N G/y C � Q F REGISTERED Cl VIL ENGINEER � 0 80507 Exp. 3-31-17 C/ T Y OF BA KERSFiEL D s� \ 1501 TRUXTUN AVENUE qT C1V1\- BAKERSFIELD, CA 93301 F OF Cq�\F� REVISIONS No. DA TE DESCRIP TION 1 / / 471 / / DEMO NOTES: 1n RELOCATE EXISTING ROADSIDE SIGN AS INDICATED ON SIGN & STRIPING PLANS AND PER SPECIAL PROVISIONS "ROADSIDE SIGNS" F2 POWER POLES TO BE REL OCA TED BY OTHERS �3 REL OCA TE EXISTING WIRE MESH FENCE AS INDICATED ON PLANS AND PER SPECIAL PROVISIONS "WIRE MESH FENCE REL OCA TION". ® SA WCUT AS SHOWN. 15 REMOVE TRAFFIC DEL INEA TOR © REMOVE EXISTING ROADSIDE SIGN. F7 ADJUST MONUMENT TO GRADE. ® REMOVE EXISTING TREES AND SHRUBS WI THIN THE RIGHT OF WA Y AS INDICA TED ON PLANS AND PER SPECIAL PROVISIONS "REMOVE TREES AND SHRUBS" �9 PROTECT EXISTING MAILBOX IN PLACE WHERE INDICATED ON THE PLANS. 10 REMOVE AND DISPOSE OF EXISTING WOOD L OG DRI VEWA Y ARCH. 11 WA TER VALVE BOX TO BE ADJUSTED TO GRADE. WORK TO BE PERFORMED BY "OTHER" 12 REMOVE AND DISPOSE SECTION OF EXISTING CONCRETE DRI VEWA Y PER DRI VEWA Y X -SECTION DETAILS, SHEETS 6-7. 13 SEWER MANHOLE/FORCEMA/N CLEANOUT TO BE ADJUSTED TO GRADE PER COB DETAIL S-7 & N. O.R. S D. DETAIL S-6. WORK TO BE PERFORMED IN COORDINATION WITH NORTH OF THE RIVER SANI TAR Y DISTRICT. 14 RELOCATE EXISTING CHAIN LINK FENCE AS INDICATED ON PLANS AND PER SPECIAL PROVISIONS "CHAIN LINK FENCE RELOCATION" 15 RELOCATE EXISTING CABLE RAILING AS INDICATED ON PLANS AND PER SPECIAL PROVISIONS "RAILINGS AND BARRIERS" 16 REL OCA TE EXISTING WOOD FENCE AS INDICATED ON PLANS AND PER SPECIAL PROVISIONS "WOOD FENCE REL OCA TION" DEMOL I T/ON PLANS MOHAWK STREET SIENNA LANE TO HAGEMAN ROAD Cl T Y RECORD No. C 3Y SHEET NO. 9 OF 20 1 2 3 z O F— d J U z w a w F-- M 0 w F -- F- 0 J n w L0 r� N ccs 0 N ( c - U a a V) Q) c v Q) V) a M V) v V) I V) c a n c - Q) E v O L 0- E E a- c a E a O a c v in a O Ln 0 N I 0 N Z W W Z_ C.� Z W I 0 J / C) d U O d V) 3 a Q a Q C C) / / STA 118+50.48 RfM01/E--sTRIPE STA 118+42.31 REMOVE STRIPE BEGIN REMOVE STRIPE BEGIN a I ENA , L I, 1 STA 122+12.57 STA 1 12. E TV \\ \\ \\ \\� 4' µ - 5 •��,7 ..�- _....._....._..STA t22+T1:,00 ®........� 1 5 SAWCU�AP'-f17r ,1?,Jr— .. - 13 __gin M T---1— �1 - =� EXISTING ROADSIDE RETENTION DITCH TO BE REGRADED AND COMPACTED PER COB STRUCTURAL ' OHA WK STREET E O ti CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name.- 4 Improvement Plans - Sheets Base Drawn: S CLAYTON Job No.: T4K217 En gin eer: L SUN Date: Mar. 16, 16 Checked By. LS QRpFESS/Okq �k�QS1NGyc��` 30- Z � 14E ISTERED C/VlL ENGINEER c-" �r C 80507 � * Exp. 3-31-17 yk CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE -9T CIvkL BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1 3/2-2/2.0(L ADDENDUM #1 471 / / DEMO NOTES= 1a RELOCATE EXISTING ROADSIDE SIGN AS INDICATED ON SIGN & STRIPING PLANS AND PER SPECIAL PROVISIONS "ROADSIDE SIGNS" a POWER POLES TO BE REL OCA TED BY OTHERS M REL OCA TE EXISTING WIRE MESH FENCE AS INDICATED ON PLANS AND PER SPECIAL PROVISIONS "WIRE MESH FENCE REL OCA TION" ® SAWCUT AS SHOWN. 5 1 REMOVE TRAFFIC DELINEATOR © REMOVE EXISTING ROADSIDE SIGN. Q7 ADJUST MONUMENT TO GRADE. F8 REMOVE EXISTING TREES AND SHRUBS WI THIN THE RIGHT OF WAY AS INDICA TED ON PLANS AND PER SPECIAL PROVISIONS "REMOVE TREES AND SHRUBS". Q9 PROTECT EXISTING MAILBOX IN PLACE WHERE INDICA TED ON THE PLANS. 10 REMOVE AND DISPOSE OF EXISTING WOOD LOG DRI VEWA Y ARCH. 11 WATER VALVE BOX TO BE ADJUSTED TO GRADE. WORK TO BE PERFORMED BY "OTHER". 12 REMOVE AND DISPOSE SECTION OF EXISTING CONCRETE DRI VEWA Y PER ORI VEWA Y X -SECTION DETAILS, SHEETS 6-7. 13 SEWER MIANHOLE/FORCEMAIN CLEANOUT TO BE ADJUSTED TO GRADE PER COB DETAIL S-7 & N. 0. R. S. D. DETAIL S-6. WORK TO BE PERFORMED IN COORDINATION WITH NORTH OF THE RIVER SANITARY DISTRICT. 14 RELOCATE EXISTING CHAIN LINK FENCE AS INDICA TED ON PLANS AND PER SPECIAL PRO VISIONS "CHAIN LINK FENCE REL OCA TION ". 15 RELOCATE EXISTING CABLE RAILING AS INDICATED ON PLANS AND PER SPECIAL PROVISIONS "RAILINGS AND BARRIERS". 16 REL OCA TE EXISTING WOOD FENCE AS INDICATED ON PLANS AND PER SPECIAL PRO VISIONS "WOOD FENCE REL OCA TION" DEMOL I TION PLANS MOHAWK STREET — SIENNA LANE TO HAGEMAN ROAD Cl T Y RECORD No. A SHEET NO. 9 OF 20 1 2 3 z O F - i Q J U z w _ a_ Ld V) M 0 Ld F- F- 0 - F - O J a. Q Ln Ln a� 0 N N L D a� LL_ a� ..0 a� 3 a� O M m V) C E O a. E C O O C3 C a� V) O O N O N C� z �/ ry Lli LTJ z CD z w I 0 J 0 Q U O F_ Q / / Q. C O / / DEMO NOTES: EIREL OCA TE EXISTING ROADSIDE SIGN AS INDICATED ON SIGN & STRIPING PLANS AND PER SPECIAL PROVISIONS "ROADSIDE SIGNS" 22 POWER POLES TO BE RELOCATED BY OTHERS n3 REL OCA TE EXISTING WIRE MESH FENCE AS INDICATED ON PLANS AND PER SPECIAL PROVISIONS "WIRE MESH FENCE RELOCATION" ® SAWCUT AS SHOWN. a5 REMOVE TRAFFIC DELINEATOR © REMOVE EXISTING ROADSIDE SIGN. Q7 ADJUST MONUMENT TO GRADE. ® REMOVE EXISTING TREES AND SHRUBS WITHIN THE RIGHT OF WA Y AS INDICA TED ON PLANS AND PER SPECIAL PROVISIONS "REMOVE TREES AND SHRUBS" Q9 PROTECT EXISTING MAILBOX IN PLACE WHERE INDICATED ON THE PLANS SARONA STREET STA 132+68.16 REMOVE STRIPE END Q0 V 10 REMOVE AND DISPOSE OF EXISTING WOOD LOG DRI VEWA Y ARCH. 11 WA TER VALVE BOX TO BE ADJUSTED TO GRADE. WORK TO BE PERFORMED BY "OTHER" 12 REMOVE AND DISPOSE SECTION OF EXISTING CONCRETE DRI VE WA Y PER DRI VE WA Y X- SEC TION DETAILS, SHEETS 6-7. 13 SEWER MANHOLE/FORCEMAIN CLEANOUT TO BE ADJUSTED TO GRADE PER COB DETAIL S-7 & N.O.R.S.D. DETAIL S-6. WORK TO BE PERFORMED IN COORDINATION WITH NORTH OF THE RIVER SANITARY DISTRICT. 14 RELOCATE EXISTING CHAIN LINK FENCE AS INDICATED ON PLANS AND PER SPECIAL PROVISIONS "CHAIN LINK FENCE RELOCATION" 15 RELOCATE EXISTING CABLE RAILING AS INDICATED ON PLANS AND PER SPECIAL PROVISIONS "RAILINGS AND BARRIERS" 16 REL OCA TE EXISTING W000 FENCE AS INDICATED ON PLANS AND PER SPECIAL PROVISIONS "WOOD FENCE REL OCA TION" DEMO LEGEND: REMOVE CONFLICTING PAVEMENT MARK/NGS/STRIPING AS SHOWN ON PLANS SAWCUT AND REMOVE EXISTING IMPROVEMENTS. COLD -PLANE TOP 0.2' OF AC, REMOVE 125' LF OF EXIS 10 2 5 1 0 p MOHAWK STREET \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ \\ \\ \\ \\ \\ \\ \\ \\ 0 9 91 0 L-, 0 01. 10 \ QRpFESS/ONq s NCH U Z� 771- m REGISTERED CI VI L EN GI NEER L� C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 1 / / 371 / / 471 / / I L_ M., HAGEMAN ROAD SAWCUT 16 x68' S _ f FOR MEDIAN RECO QCT/ON STA 152+34.971S. 4 SAWCUT AP \ \ :+%........ + + + # + + t + 14 �r t dd � ++ a l € 8/� \\\L \++++ +++ + + rj+t \ Y # + } # \\\ + # + \ f\\)++++++++++++++ ++++t++++ C \ 4 # # 4 + \ \ \\\ f4f�+ + # + ++f{ +#++++++S +E \\ \\ \ \\ \ \\ \\ \\ \ \ \ \\\ + + + + + + + + + # +I+ + i + t \ \ )f #+ ++ + 4 + + ++ ++t 7+ #+++ + \\ \f +++ ++ + ++++ +`� + `4 + + E\ \ 4 + + 4 + + ++ # # + # ++++++ + f+} \ \ + + S + # + + ++ + + #} t + + .+.�C1 \ + + + + '+ + 2* \\ \ f +1 J\\\ \\\ \\�+t+++J +#+++#+++++#++++++ _ V W W w K \\\ \\ \\\++t f f + 4 ++ +'++yf ,E `\ \\ \\ +}+�++ + t 4 + + # # +t 4 +�+ +1' + +++++++ Is' lull, + + � \,-+/++t + , 'SAWCUT FOR ME A=� t t{ HAGEMAN ROAD CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name:4 Improvement Plons - Sheets Bose Drawn: S CLAYTON Job No.: 774K217 Engineer: L SUN Date: Feb. 24, 16 Checked 7_ Ls i TRUCTION DEMOL I TION PLANS MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD SCALE: 1 "= 40' CITY RECORD No. A ul SHEET NO. 10 OF 20 1 2 3 ff15 HAGEMAN ROAD SAWCUT 16 x68' S _ f FOR MEDIAN RECO QCT/ON STA 152+34.971S. 4 SAWCUT AP \ \ :+%........ + + + # + + t + 14 �r t dd � ++ a l € 8/� \\\L \++++ +++ + + rj+t \ Y # + } # \\\ + # + \ f\\)++++++++++++++ ++++t++++ C \ 4 # # 4 + \ \ \\\ f4f�+ + # + ++f{ +#++++++S +E \\ \\ \ \\ \ \\ \\ \\ \ \ \ \\\ + + + + + + + + + # +I+ + i + t \ \ )f #+ ++ + 4 + + ++ ++t 7+ #+++ + \\ \f +++ ++ + ++++ +`� + `4 + + E\ \ 4 + + 4 + + ++ # # + # ++++++ + f+} \ \ + + S + # + + ++ + + #} t + + .+.�C1 \ + + + + '+ + 2* \\ \ f +1 J\\\ \\\ \\�+t+++J +#+++#+++++#++++++ _ V W W w K \\\ \\ \\\++t f f + 4 ++ +'++yf ,E `\ \\ \\ +}+�++ + t 4 + + # # +t 4 +�+ +1' + +++++++ Is' lull, + + � \,-+/++t + , 'SAWCUT FOR ME A=� t t{ HAGEMAN ROAD CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name:4 Improvement Plons - Sheets Bose Drawn: S CLAYTON Job No.: 774K217 Engineer: L SUN Date: Feb. 24, 16 Checked 7_ Ls i TRUCTION DEMOL I TION PLANS MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD SCALE: 1 "= 40' CITY RECORD No. A ul SHEET NO. 10 OF 20 1 2 3 z O Q J U z w w V) m 0 w O 0 �II O 0 Q0 0 N 0 O c - U L_ a a -a V) Q) a rn 3 a� V) a M a a V) I V) c a c a� O 1 Q_ E d- c a a O a c aQ 3 a O LO 0 N I d' 0 N z Fy w w z 0 z w I 0 0 J 0 Q U O F_ D Q 0 a 0- a Q C a / / CONSTRUCTION NOTES: (D CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. OCONSTRUCT CASE 'A' CURB RAMP PER CALTRANS RSP A88A. OCONSTRUCT CASE 'C' CURB RAMP PER CALTRANS RSP A88A. OCONSTRUCT SURVEY MONUMENT ENCASEMENT -PER COB STD PLAN ST -22. DCONSTRUCT HOT MIX ASPHALT APRON FOR TEMPORARY DRAINAGE INLET PER DETAIL. OCONSTRUCT TYPE "M" CONCRETE MEDIAN CURB PER COB PROPOSED STD ST -2 (10" CURB FACE REVEAL). O7 RELOCATE EXISTING FENCE AS SHOWN ON PLANS. OADJUST MANHOLE TO GRADE (WORK TO BE DONE BY OTHER). Og INSTALL STREET LIGHT AND STREET LIGHT PULL BOX PER COB STD DETAIL ST -23, ST24, AND ST -25. �DSANDBAG INSTALL TEMPORARY U21 CHRISTY BOX WITH U21 -NT GRATE. INLET AND GRADE SURROUNDING AREAS TO DRAIN INTO CHRISTY BOX. STA 122+12.57 N46.4'LT TV - T w-.....-. LEGEND 418- 416- 414- 412= 410- 408- 406- 404- PAVE 0.45' HOT MIX ASPHALT OVER 0.5' AGGREGATE BASE, SEE ROADWAY SECTIONS GRADED NATIVE SOIL ROCK GRADING FOR 7 -INCH THICK LAYER, MATERIAL AND CONSTRUCTION PER SECTION 72-4 "SMALL -ROCK SLOPE PROTECTION" OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS O0,0 (.)0 O D+It pno J INSTALL COMBINATION SIDEWALK PER COB DETAIL ST -8. 12 ADJUST MONUMENT TO GRADE PER COB DETAIL ST -21. 1 j INSTALL STORM DRAIN CATCH BASIN TYPE A-1 PER COB DETAIL D-14. 14 INSTALL STORM DRAIN MANHOLE PER SW -2 15 REGRADE DRAINAGE SWALE PER X -SECTION DETAIL, SHEET 4. 16 ADJUST WATER VALVE TO GRADE (WORK TO BE DONE BY OTHER) 17 CONSTRUCT MEDIAN LEFT TURN ONLY PER COB DETAIL T-17. 18 CONSTRUCT MEDIAN OPENING PER COB DETAIL T-8. 19 INSTALL FIRE HYDRANT MARKER SI EN A LANE W07 6" 1 6" DEEP SPILLWAY UPPER DITCH BOTTOM LOWER DITCH BOTT t D1 - DR 9 CURVE # G DELTA 100' LENGTH SAWCPT/RE-GRADE � IqNtf? N O ° �r- I� tf) O Nr,: 6 N^^ MEDIAN FL +4 2173.05 1024 ' 20" 53.33 53.33 MEDIAN FL C3 "t 4 384.92 384.42 + C4 60.00 3408'00" 35.74 35.22 MEDIAN FL r> 1529.98 n 27.26 27.26 MEDIAN FL �> 1515.99 u M J >' C17 2186.22 119'30" m J > W W W a W 1Op_ OU�w W D�SIGN ICL PRO ILE LEVTATION 4 7.77257 -_ _ ��_TE AST 1E1.P CURVE DA TA TA BL E CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION C1 2175.05 0022' 10" 14.01 14.01 MEDIAN FL C2 2173.05 1024 ' 20" 53.33 53.33 MEDIAN FL C3 2172.22 1009'10" 384.92 384.42 MEDIAN FL C4 60.00 3408'00" 35.74 35.22 MEDIAN FL C6 1529.98 1001'20" 27.26 27.26 MEDIAN FL C8 1515.99 1000'50" 264.97 264.63 MEDIAN FL C17 2186.22 119'30" 50.56 50.56 MEDIAN FL CURVE DA TA TA BL E CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION C18 60.00 33°10'50" 34.75 34.26 MEDIAN FL C27 1522.98 14°08'50" 376.05 375.10 CL C28 2174.22 5015 30" 199.54 199.47 MEDIAN FL C32 2143.33 6016' 00" 234.47 234.35 EP C33 2184.22 0'22'10" 14.03 14.03 MEDIAN FL C34 2179.221 31'40" 438.41 43,7.67 CL C36 2 86.�S 00" 9 6 �.,_64-j 96. 64 MEDIAN FL LATINA DRIVE D p11 1 1 117 P SCALE. 111= 401 ISEtPDITC­I P OFILE INV RT 1. �8% _J/ l 121 122 113 124 125 116 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT J I Q I -- EXISTING LIP l I I 400' VERTICAL CURVE TAPER TABLE 5 90'x 12' O O 000 125+64.6 U)0.M OM + 2 + ullf N>1Nlui 125+79.7 4.51 RT m J W Li w 2.41 RT ISEtPDITC­I P OFILE INV RT 1. �8% _J/ l 121 122 113 124 125 116 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT J I Q I -- EXISTING LIP l I I 400' VERTICAL CURVE TAPER TABLE 5 90'x 12' STATION OFFSET 125+64.6 5.00 RT 125+72.2 4.95 RT 125+79.7 4.51 RT 125+87.2 3.66 RT 125+94.7 2.41 RT 126+24.7 3.59 LT 126+32.24 4.96 L T 126+39.71 5.99 L T 126+47.17 6.67 L T 126+54.65 7.00 LT BEGIN TAPER AC ELEV=410.55- r L i Name:4 Improvement Plans - Sheets Base Drawn: S CLAYTON i No.: T4K217 Engineer: L SUN te: Mar. 8, 16 Checked By. US 1 LO L_1j QRpf ESS / pN� 4� 51 NGH E I S TERED CI VI L ENGINEER � � C 80507 � * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE '9TF CIVIL BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 2 / / 471 130 418- 416- 414- 412- 410- 408- 406- 404- PLAN 18-416-414- 412- 410- 408- 406- 404- PLAN AND PROFILE MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 17 3,j I TY RECORD No. SHEE T NO. 11 OF 20 O 1 2 W O ai a O O d l 3 N cV i j et [ a W � W L Ll DI.TC . ELEV = 40 .10 C ASS PIPS WITH RUBBER I I f G SKET JOIN1'S t 2C}%. UPSTREAM lint IN ERT = 40 � I " I V D WNSTREAM INVE T = 404.40' r L i Name:4 Improvement Plans - Sheets Base Drawn: S CLAYTON i No.: T4K217 Engineer: L SUN te: Mar. 8, 16 Checked By. US 1 LO L_1j QRpf ESS / pN� 4� 51 NGH E I S TERED CI VI L ENGINEER � � C 80507 � * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE '9TF CIVIL BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 2 / / 471 130 418- 416- 414- 412- 410- 408- 406- 404- PLAN 18-416-414- 412- 410- 408- 406- 404- PLAN AND PROFILE MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 17 3,j I TY RECORD No. SHEE T NO. 11 OF 20 O 1 2 W z O Q w 0 z w m w I - m 0 w F- F- 0 - F - O w n 0 I I 0) Q) V) a m V) 0 Q) c - V) I V) c- a Q) 0 L Q_ E d- / c- 0 a E a 0 _�l a c - co a 0 Ln .n 0 N C� z w w z CD z w I 0 0 w 0 Q U O F_ D Q V) a 0- 1-1 / a 0- c- 0 ca V) / CONSTRUCTION NOTES: (D CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. QCONSTRUCT CASE 'A' CURB RAMP PER CALTRANS RSP A88A. OCONSTRUCT CASE 'C' CURB RAMP PER CALTRANS RSP A88A. 4O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN ST -22. DCONSTRUCT HOT MIX ASPHALT APRON FOR TEMPORARY DRAINAGE INLET PER DETAIL. OCONSTRUCT TYPE "M" CONCRETE MEDIAN CURB PER COB PROPOSED STD ST -2 (10" CURB FACE REVEAL). �7 RELOCATE EXISTING FENCE AS SHOWN ON PLANS. OADJUST MANHOLE TO GRADE (WORK TO BE DONE BY OTHER). OINSTALL STREET LIGHT AND STREET LIGHT PULL BOX PER COB STD DETAIL ST -23, ST24, AND ST -25. �DSANDBAGINSTALL TEMPORARY U21 CHRISTY BOX WITH U21 -NT GRATE. INLET AND GRADE SURROUNDING AREAS TO DRAIN INTO CHRISTY BOX. 418- 416- 414- 412- 410- 4 08- 4 06- 404- PAVE 0.45' HOT MIX ASPHALT OVER 0.5' AGGREGATE BASE, SEE ROADWAY SECTIONS GRADED NATIVE SOIL ROCK GRADING FOR 7 -INCH THICK LAYER, MATERIAL AND CONSTRUCTION PER SECTION 72-4 "SMALL -ROCK SLOPE PROTECTION" OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS 11 INSTALL COMBINATION SIDEWALK PER COB DETAIL ST -8. 12 ADJUST MONUMENT TO GRADE PER COB DETAIL ST -21. j 1 INSTALL STORM DRAIN CATCH BASIN TYPE A-1 PER COB DE D-14. 14 INSTALL STORM DRAIN MANHOLE PER SW -2 15 REGRADE DRAINAGE SWALE PER X -SECTION DETAIL, SHEET 4 16 ADJUST WATER VALVE TO GRADE (WORK TO BE DONE BY OT 17 CONSTRUCT MEDIAN LEFT TURN ONLY PER COB DETAIL T-17, 18 CONSTRUCT MEDIAN OPENING PER COB DETAIL T-8. 19 INSTALL FIRE HYDRANT MARKER SI EN A LANE 6» - 6" DEEP SPILLWAY UPPER DITCH BOTTOM LOWER DITCH BOTTOM j- 184 -- I t-- 6 - - -,i VARIES -SIT VARIES I-- T D1 - DRAINAGE DITCH SPILLWAY NTS CURVE DA TA TA BL E CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION C1 2175.05 00 22'10" 14.01 14.01 MEDIAN FL C2 2173.05 1024'20" 53.33 53.33 MEDIAN FL C3 2172.22 10009'10" 384.92 384.42 MEDIAN FL C4 60.00 34008'00" 35.74 35.22 MEDIAN FL C6 1529.98 1001'20" 27.26 27.26 MEDIAN FL C8 1515.99 10000'50" 264.97 264.63 MEDIAN FL C17 2186.22 1019'30" 50.56 50.56 MEDIAN FL C18 60.00 33010'50" 34.75 34.26 MEDIAN FL L/ I\ I V G RELJOCE0. S STREET SIGN TREE T SCALE.• I "= 40' CURVE DA TA TABLE CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION C27 1522.98 14°08'50" 376.05 375.10 CL C28 2174.22 5°15'30" 199.54 199.47 MEDIAN FL C32 2143.33 616'00" 234.47 234.35 EP C33 2184.22 0°22'10" 14.03 14.03 MEDIAN FL C34 2179.22 11031'40" 438.41 437.67 CL C36 2186.22 2032' 00" 96.64 96.64 MEDIAN FL C38 2187.05 3055'00" 149.50 149.47 MEDIAN FL 100' LENGTH SAWCUT/RE-GRADE Ar)n' vcoTillni ri 1MIC MEDIAN FL T R TA 901x 12' STATION I OFFSET 125+64.6 5.00 RT 125+72.2 4.95 RT 125+79.7 4.51 RT 125+87.25 3.66 RT 125+94.7 2.4 1 RT 126+24.76 3.59 L T 126+3224 4.96 L T 126+39.71 5.99 L T 126+47.17 6.67 L T 1126+54. 65 7.00 L T EXISTING LIP BCEP=410.28 6 ZSTA 130+41.56 N7'RT BEGIN TAPER AC ELEV=410.55- - QROFESSIpN� <1 51NGy c �F EGI S TERED CI VI L ENGINEER " z� 7r- m C 80507 � yt Exp. 3-31-17 I TY OF BAKERSFIELD 1 01 TRUXTUN AVENUE '9TF C1V1\- 0� AKERSFIELD, CA 93301 OF CA��F REVISIONS o. DA TE I DESCRIP TION 3/22/2016 1 ADDENDUM #1 CITY OF BAKERSFIELD, CALIFORNIA I i 1 1 1 t l , I ___..I 4 1 5 1 6 1 7 1 8 129 Bose Drown: S CLA YTON 1 -30 PUBLIC WORKS DEPARTMENT File Name- 4 Improvement Plons - Sheets Job No.: T4K217 Engineer L SUN Date: Mar. 16, 16 Checked By. LS 418- 416- 414- 412- 410- 408- 406- 404- PLAN AND PROFILE MOHAWK STREET -SIENNA LANE TO HAGEMAN ROAD -- ".=J_ I TY RECORD No. 3 cIt t SHEET NO. 11 OF 20 2 3 z 0 Q U z w a w 0 m 0 w F- 0 J 0 �II Q U J c.C) 0 N .147 N a a� LL_ O V) c 3 Q) U) 0 M Ln a V) I C 0 a - C: Q) Q) O L 0- E C: O 0) 0 O O C Q) Cn 3 0 O Ln 0 N I 0 N 0 z Cy w w z z w I 0 0 J 0 a u O Q y a a c 0 V) / / CONSTRUCTION NOTES:�� INSTALL TEMPORARY U21 CHRISTY BOX WITH U21 -NT GRATE. SANDBAG INLET AND GRADE SURROUNDING AREAS TO DRAIN INTO (D CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. CHRISTY BOX. 000NSTRUCT CASE 'A' CURB RAMP PER CALTRANS RSP A88A. 1 / INSTALL COMBINATION SIDEWALK PER COB DETAIL ST -8. 9CONSTRUCT CASE 'C' CURB RAMP PER CALTRANS RSP A88A. 12 ADJUST MONUMENT TO GRADE PER COB DETAIL ST -21. DCONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN13 INSTALL STORM DRAIN CATCH BASIN TYPE A-1 PER COB DETAIL ST -22. D-14, (DCONSTRUCT HOT MIX ASPHALT APRON FOR TEMPORARY DRAINAGE eINSTALL STORM DRAIN MANHOLE PER SW -2 INLET PER DETAIL. 15 REGRADE DRAINAGE SWALE PER X -SECTION DETAIL, SHEET 4. OCONSTRUCT TYPE "M" CONCRETE MEDIAN CURB PER COB PROPOSED gADJUST WATER VALVE TO GRADE (WORK TO BE DONE BY OTHER) STD ST -2 (10" CURB FACE REVEAL). O7 RELOCATE EXISTING FENCE AS SHOWN ON PLANS. 17 CONSTRUCT MEDIAN LEFT TURN ONLY PER COB DETAIL T-17. Og ADJUST MANHOLE TO GRADE (WORK TO BE DONE BY OTHER). 18 CONSTRUCT MEDIAN OPENING PER COB DETAIL T-8. Og INSTALL STREET LIGHT AND STREET LIGHT PULL BOX PER COB STD 19 INSTALL FIRE HYDRANT SAMARKER ONA DETAIL ST -23, ST24, AND ST -25. EXISTING FLOWL/NE S TR EE T I, LEGEND TYPE "A" HOT MIX ASPHALT (HMA) DGRADED NATIVE SOIL PORTLAND CEMENT CONCRETE 4 J •4r 414-7_.. �� -- 412--- 4 10- _.._. 1.24.' 408-_ _ _.. .._4 Oar 4 04- 402-- - 400---w---� 398--1--- TO EP 0.5' TYPE "B" ASPHALT CONCRETE OVER 1.5' CLASS It AGGREGA TE BASE OVER 0.5' NA TI VE GROUND COMPACTED TO 959 RELA TI VE COMPACTION' N O N O O o6 + M w >w m CL 131 z 132 CENTERLINE OF TEMPORARY INLET FINISHED GRADE A T MANHOLE LID/DRAINAGE -INLET TEMPORARY DRAINAGE INLET HOT MIX ASPHALT APRON DETAIL NOT TO SCALE PROPOSED DRAINAGE BA SEE SHEET 15 VERTICAL CURVE LENGTH =300' N > > 0Ca +00 N M 0 tp �or a> i 1.1 > 133 II INSTALL TEMPORARY II 4jl d Q o � h U21 CHRISTY BOX II Lz I 191 i o z o I WTH U21 -NT GRA 7E. II �0 g0s Q d i SANDBAG INLET AND ``I I STORM DRAIN GRADE SURROUNDING II EXISTING SEVER CATCH BASINo I LIFT STA TION � AREAS TO DRAIN I( TYPE Al O�Q. cn `� INTO CHRISTY BOX. ' IINSTALL HOT MIX 4 TSP806 OF ASPHAL T PER DETAIL GRATE 4 THIS SHEET 1.09' 3.3% -2 18 cP III a A 4-87 L.F. 18 C ll/ �P S PIPE G J�S� STA 139+58.59 59 L T ^-- 139+73.16 48' RT 402.47' 18" INVERT 401.60 401.60 402.49 18" INVERT 18 INVERT 18 INVERT K STORM DRAIN CATCH BASIN/MANHOLE/ INLET DETAIL NOT TO SCALE EXISTING FLOWLINE STA 133+90.48-7'LT/RT 6 TA 133+90.48 TC=408.80 � 137+67.41 N7'LT STA 134+30.22^-7'LT/RT (D,S§TA 1 6 7'LT TC=406.62 C 10 EVC TC=408.84 TAPER TABLE 1 90'x 12' TAPER TABLE 2 90'x 12' STATION OFFSET STATION OFFSET 130+41.56 7.0'OR T 135+55.68 7.00 RT 130+49.0 6.61 RT 135+63.18 6.81 RT 1JO+56.47 5.88 RT 135+70.68 6.25 C15 130+63.9 4.82 RT 135+78.18 5. RT 130+71.39 3.41 RT 135+85.68P-1. 00 RT 1J1+01.,39 2.59 L T 1J6+1 2.00 L T 131 +08.92 3.81 LT 136 3.18 3.31 L T 131 + 16.45 4.61 L T M6+30 68 4.25 L T 131 +23.99 5.01 L T 136+38.18 4.81 L T 131+31.57 5.00 136+45.68 5.00 LT C26 TA R TABLE 3 - 90'x 12' 4030'40" 118.11 STATION OFFSET STATION OFFSET 141+01 3 59.00 LT 141+60.33 50.67 LT 141 08.55 58.74 L T 141+6784 49.79 L T ,r,141+15.76 58.16 L T 141+ 75. J4 48.65 L T 141+22.98 57.28 L T 141+82.84 48.15 330.45 141+30.32 56.09 L T 141+90.34 48.00 HT KREBS STA 139+20.34 SAWCUT LIMIF R OA D FL ECR K BCR TO ECR �1 N85' LTy STA 139+50.34 FL BCR 59' LT i s EXISTING LIP SAWCUT LIMIT/ BCR TO ECR STA 138+45.30 SAWCUT AP - ___ � � : C14 f - EP=4�8._Zf_---______ __- EXISTING R/W K L6[ N 0 I � I + + 2 2 M II W I >w i w I 3 CL d s s I o ¢ I N I P I I +0. S TREE T RGJ-RCP STORM DRAIN @ 0.20% 134 135 136 HOT MIX ASPHALT APRON DETAIL MDT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT 16 EXISTING LIFT STATION X oof ESS l pN� 5 I NGH REGISTERED CIVIL ENGINEER C 80507 * Exp.3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qT CIVIL BAKERSFIELD, CA 93,301 F OF CAl REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 4 STA 410+10 9 5810KREBSROAD STREETLIGHT 90' 4AY TAPER PER TAPER TABLE 3 _. - STA 139+73.16„\ 7 CABLE RAILING - SD INLET K I to- N SCALE.• I " = 40' VERTICAL CURVE �iLENGTH =100' N� NM� �� U -)u) to>> U-) PO LD CO� � t0 00 � n � tL�1 f� � 0 r- Qi _. -.___ _ __ai 418- +Z �_______} __o ___. w _ r - w ''' ©p _ a _ ud 416- a w �0 mw >M >w > i w LLJ Li €.........................- ST ui ui 412- 410-408- 1. +0.17 E.EP ti -•-40& Fly i M l O N ^ i -00 ._...._ _aa ¢ 404- + _ I o + w o a ML00 M0) �� :n0) € jjj LLo H tj o� O > o.__ 0 0 _ o r7 402- _j _. m� m� zIt md' H ww w# F- O� I L?cJ II II II ril _j Oil 01 I J> J>J> J -+> J.f 400- _jJ .. ,...,_ _.lt .. 3w lu-jj w 21 a 3 2 �w . 3� VERTICAL CURVE LENGT-rIH =100' 39&- 1,37 138 1 9 1 0 141 1 CURVE DATA TABLE CURVE DATA TA BL E CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION C5 1531.72 0°32'40" 14.55 14.55 MEDIAN FL C15 1507.00 4°30'40" 118.66 118.63 MEDIAN FL C7 �y y5 5036'30" 148.57 148.51 X19 b�y� 1493.00 4030'40" 117.56 117.53 RI C9 1530.03 4003'30" 108.35 108.33 MEDIAN FL C21 1464.00 4030'40" 115.27 115.24 EP C10 1516.01 2006'20" 55.68 55.68 MEDIAN FL C26 1500.00 4030'40" 118.11 118.08 CL 16, __ I 3657'30" -- 38.04 HOT MIX ASPHALT APRON DETAIL MDT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT 16 EXISTING LIFT STATION X oof ESS l pN� 5 I NGH REGISTERED CIVIL ENGINEER C 80507 * Exp.3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qT CIVIL BAKERSFIELD, CA 93,301 F OF CAl REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 4 STA 410+10 9 5810KREBSROAD STREETLIGHT 90' 4AY TAPER PER TAPER TABLE 3 _. - STA 139+73.16„\ 7 CABLE RAILING - SD INLET K I to- N SCALE.• I " = 40' VERTICAL CURVE �iLENGTH =100' N� NM� �� U -)u) to>> U-) PO LD CO� � t0 00 � n � tL�1 f� � 0 r- Qi _. -.___ _ __ai 418- +Z �_______} __o ___. w _ r - w ''' ©p _ a _ ud 416- a w �0 mw >M >w > i w LLJ Li €.........................- ST ui ui 412- 410-408- 1. +0.17 E.EP ti -•-40& Fly i M l O N ^ i -00 ._...._ _aa ¢ 404- + _ I o + w o a ML00 M0) �� :n0) € jjj LLo H tj o� O > o.__ 0 0 _ o r7 402- _j _. m� m� zIt md' H ww w# F- O� I L?cJ II II II ril _j Oil 01 I J> J>J> J -+> J.f 400- _jJ .. ,...,_ _.lt .. 3w lu-jj w 21 a 3 2 �w . 3� VERTICAL CURVE LENGT-rIH =100' 39&- 1,37 138 1 9 1 0 141 1 CURVE DATA TABLE CURVE DATA TA BL E CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION C5 1531.72 0°32'40" 14.55 14.55 MEDIAN FL C15 1507.00 4°30'40" 118.66 118.63 MEDIAN FL C7 1517.99 5036'30" 148.57 148.51 MEDIAN FL C16 1493.00 4030'40" 117.56 117.53 MEDIAN FL C9 1530.03 4003'30" 108.35 108.33 MEDIAN FL C21 1464.00 4030'40" 115.27 115.24 EP C10 1516.01 2006'20" 55.68 55.68 MEDIAN FL C26 1500.00 4030'40" 118.11 118.08 CL C11 60.00 3657'30" 38.70 38.04 MEDIAN FL C27 1522.98 1408'50" 376.05 375.10 CL C14 1558.78 3°3100" 95.68 95.67 FL I C31 1 1566.29 112"0,5'20" 1 330.45 1 329.84 1 EP Nome:4 Improvement Plans - Sheets Base Drawn: S CLAYTON i No.: T4K217 Engineer: L SUN te: Feb. 24, 16 Checked By. LCL CURVE DATA TA BL E CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION C35 60.00 36028'30" 38.20 37.56 MEDIAN FL STREET IMPROVEMENTS MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD ' /7:� CITY RECORD No. SHEE T NO. 12 OF 20 0 1 2 3 z O Q J U z Lai _ d - w .m 0 w 0 J d 0 I I a rn 0 O N N 0 a N D 01 3 ai En a M V) a V) I V) C a n c a� E a� 0 Q E c a E a 0 4.1a c a in 3 a 0 0 N I 0 N z w w z 0 z w I 0 0 J 0 Q U O V) V 3 Q_ a c a V) / / LEGEND TYPE "A" HOT MIX ASPHALT (HMA) GRADED NATIVE SOIL PORTLAND CEMENT CONCRETE CENTERLINE OF TEMPORARY INLET NED GRADE AT TO EP --� MA HOLE LID/DRAINAGE `LCONCRETE OVER 1.5' CLASSfl AGGREGATE BASE OVERt 0. 5' NA TI VE GROUND COMPACTED TO 957. REL A T1 VE COMPA C TION TEMPORARY DRAINAGE INLET HOT MIX ASPHALT APRON NOT S1_14tE VERTICAL CURVE LEN CONSTRUCTION NOTES: 10 INSTALL TEMPORARY. U21 CHRISTY BOX WITH U21 -NT GRATE. (D CONSTRUCT 'TYPE B CURB & GUTTER PER COB STD PLAN ST -1. In SANDBAG INLET AND GRADE SURROUNDING AREAS TO DRAIN INTO CHRISTY BOX. OCONSTRUCT CASE 'A' CURB RAMP PER CALTRANS RSP A88A. 11 INSTALL COMBINATION SIDEWALK PER COB DETAIL ST -8. OCONSTRUCT CASE 'C' CURB RAMP PER CALTRANS RSP A88A. " j2 ADJUST MONUMENT TO GRADE PER COB DETAIL ST -21•.. DCONSTRUCT SURVEY MONUMENT ENCASEMENT PER'COB STD PLAN13 5.31 RT INSTALL, STORM DRAIN CATCH BASIN TYPE -A-1 PER COB DETAIL 135+85.68 ST -22. 131 +Ol. 39 D-14. 136+ 15.68 (D�CONSTRUCT HOT MIX ASPHALT APRON FOR TEMPORARY DRAINAGE 3.81 L T INSTALL STORM DRAINMANHOLEPER . �W-2 13l + 16.45 INLET PER DETAIL. gRECRADE DRAINAGE SWALE PER. X -SECTION DETAIL, SHEET 4. . OCONSTRUCT TYPE "M" CONCRETE MEDIAN CURB PER COB PROPOSED 136+38.18 4.81' L T 131 +31.57 5.00' C T STD ST -2 (10" CURB FACE REVEAL). 16 ADJUST WATER VALVE TO GRADE (WORK TO BE DONE BY OTHER) O7 RELOCATE EXISTING FENCE AS SHOWN ON PLANS. 17 CONSTRUCT MEDIAN LEFT TURN ONLY PER COB DETAIL T-17. OADJUST MANHOLET RA 0 GRADE (WORK 'TO BE DONE BY OTHER). 18 CONSTRUCT MEDIAN OPENING PER COB DETAIL T-8. OINSTALL STREET LIGHT AND STREET LIGHT PULL BOX PER COB STD 19 INSTALL FIRE. HYDRANTSAKROER 141+15.76 58.16' LT 141+ 75.34 � /VA 57.28 L T DETAIL ST -23, ST24, AND ST -25. 48.15 L T 141 4.-Tn J91 56.09 L T 141+ 96 J4 48, 00' L T IM? S TR EE T 3°31'00" �-- F"YicTmir rT nun lnir' 95.67 FL G31 LEGEND TYPE "A" HOT MIX ASPHALT (HMA) GRADED NATIVE SOIL PORTLAND CEMENT CONCRETE CENTERLINE OF TEMPORARY INLET NED GRADE AT TO EP --� MA HOLE LID/DRAINAGE `LCONCRETE OVER 1.5' CLASSfl AGGREGATE BASE OVERt 0. 5' NA TI VE GROUND COMPACTED TO 957. REL A T1 VE COMPA C TION TEMPORARY DRAINAGE INLET HOT MIX ASPHALT APRON NOT S1_14tE VERTICAL CURVE LEN cl, _w w -:77777 STATION 0 130+41.56 In ;yam 7.00 RT 130+49.0 7 135+63.18 6.81 RT 130+56.4 5.88 RT 135+70.68 6.25 RT 130+63.9 4.82 RT 135+78.18 5.31 RT 130+71.39 3.41 RT 135+85.68 4.00 RT 131 +Ol. 39 . 2.59 L T 136+ 15.68 2.00' L T 131 +08.92 3.81 L T 3E 3 3.31 L T 13l + 16.45 4..61 L T 136+30.68 4.25 L T 131 +23.99 5.01 L T 136+38.18 4.81' L T 131 +31.57 5.00' C T ,, C7 STA 132+80.637'L TAPER TABLE 3 - 90'x 12' 115.24 Lr) OFFSET 18 1,409.05 OFFSET 141 +01.33 59.00' L T 0 50.67' L T /% s 58.74 LT 0 49.79 LT 141+15.76 58.16' LT 141+ 75.34 � 0obi/ice/%�, 57.28 L T //% 48.15 L T 141 4.-Tn J91 56.09 L T 141+ 96 J4 48, 00' L T IM? HOT MIX ASPHALT APRON DETAIL 3°31'00" 95.68 95.67 FL G31 1566.29 12038'40" 345.67 344.97 EP LEGEND TYPE "A" HOT MIX ASPHALT (HMA) GRADED NATIVE SOIL PORTLAND CEMENT CONCRETE CENTERLINE OF TEMPORARY INLET NED GRADE AT TO EP --� MA HOLE LID/DRAINAGE `LCONCRETE OVER 1.5' CLASSfl AGGREGATE BASE OVERt 0. 5' NA TI VE GROUND COMPACTED TO 957. REL A T1 VE COMPA C TION TEMPORARY DRAINAGE INLET HOT MIX ASPHALT APRON NOT S1_14tE VERTICAL CURVE LEN NOT TO SCALE - •� II SII WII II STORM DRAIN CATCH BASIN TYPE Al l , V cl, STATION e STATION 0 130+41.56 In ;yam 7.00 RT 130+49.0 6.61' RT 135+63.18 6.81 RT 130+56.4 5.88 RT 135+70.68 6.25 RT 130+63.9 4.82 RT 135+78.18 5.31 RT 130+71.39 3.41 RT 135+85.68 4.00 RT 131 +Ol. 39 . 2.59 L T 136+ 15.68 2.00' L T 131 +08.92 3.81 L T 3E 3 3.31 L T 13l + 16.45 4..61 L T 136+30.68 4.25 L T 131 +23.99 5.01 L T 136+38.18 4.81' L T 131 +31.57 5.00' C T - 5.00' LT �� TAPER TABLE 3 - 90'x 12' 115.24 Lr) OFFSET STATION OFFSET 141 +01.33 59.00' L T 0 50.67' L T /% s 58.74 LT 0 49.79 LT 141+15.76 58.16' LT 141+ 75.34 � 0obi/ice/%�, 57.28 L T //% 48.15 L T 141 4.-Tn J91 56.09 L T 141+ 96 J4 48, 00' L T C14 HOT MIX ASPHALT APRON DETAIL NOT TO SCALE - •� II SII WII II STORM DRAIN CATCH BASIN TYPE Al l , V cl, STATION �ZLr) STATION 0 130+41.56 In INSTALL TEMPORARY II U21 CHRISTY BOX II WI TH U21 -NT GRA TE. i SANDBAG INLET AND II u GRADE SURROUNDING II EXISTING 'EWER AREAS TO DRAIN I I LIFT STATION INTO CHRISTY BOX. tp8.06 INSTALL HOT MIX tOP OF ASPHALT PER DETAIL oatE . I THIS SHEET STA 139+58.59 59' L T - JU-AYE--- , P \N,, 139t 73.16 48' RT 402.47' 18" INVERT 401.60 401.60 402.49 18" INVERT 18" INVERT 18" INVERT fC STORM DRAIN CATCH BASIN/MANHOLE/ INLET DETAIL NOT TO SCALE. TAPER TABLE 1 90'x 12' TAPER TABLE2 90'x 12' STATION OFFSET STATION OFFSET 130+41.56 70-0-7 _T 135+55.68 7.00 RT 130+49.0 6.61' RT 135+63.18 6.81 RT 130+56.4 5.88 RT 135+70.68 6.25 RT 130+63.9 4.82 RT 135+78.18 5.31 RT 130+71.39 3.41 RT 135+85.68 4.00 RT 131 +Ol. 39 . 2.59 L T 136+ 15.68 2.00' L T 131 +08.92 3.81 L T 136+23.18 3.31 L T 13l + 16.45 4..61 L T 136+30.68 4.25 L T 131 +23.99 5.01 L T 136+38.18 4.81' L T 131 +31.57 5.00' C T 1 136+45.68 5.00' LT 4030'40" TAPER TABLE 3 - 90'x 12' 115.24 STATION OFFSET STATION OFFSET 141 +01.33 59.00' L T 141+ 60, JJ 50.67' L T 141+08.55 58.74 LT 141+67.84 49.79 LT 141+15.76 58.16' LT 141+ 75.34 48.65' L T 141+22.981 57.28 L T 141+82.84 1 48.15 L T 141 4.-Tn J91 56.09 L T 141+ 96 J4 48, 00' L T KREBS STA 139+20.34 �I ROAD FL ECR i TA 139+50.34 CURVE DA TA TABLE CURVE DATA TA BL E CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION C5 1531.72 0°32'40" 14.55 14.55 MEDIAN FL C15 1507.00 4°30'40" 118.66 118.63 MEDIAN FL C7 1517.99 5036'30" 148.57 148.51 MEDIAN FL C16 1493.00 4030'40" 117.56 117.53 MEDIAN FL C9 1530.03 4003'30" 108.35 108.33 MEDIAN FL C21 1464.00 4030'40" 115.27 115.24 EP C10 1516.01 2006'20" 55.68 55.68 MEDIAN FL C26 1500.00 4030'40" 118.11 118.08 CL C11 60.00 36057'30" 38.70 38.04 MEDIAN FL 9 4° ' .1 C14 1558.78 3°31'00" 95.68 95.67 FL G31 1566.29 12038'40" 345.67 344.97 EP OOF.ESS/pNV S I N G/j REGISTERED CI VI L EN GI NEER uj C 80507 * Exp. 3-31-17 Cl TY OF BAKERSFIELD. 1501 TRUXTUN AVENUE '9TF C1V�L BAKERSFIELD, CA 93,301 OF CAl �F REVISIONS No. DA TE DESCRIP TION 5/25/16 STORM DRAIN REVISIONS 5810 KREBS ROAD ""_'N SCALE. I "= 40' 418- 41& 414- 412- 410- 408- -406- 404- i 14 -412- 410- 408--406-404-i 402- 1400- .398- CURVE 02- ;400- 398- CURVE DATA TA BL E CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION C35 60.00 36028'30" 38.20 37.56 MEDIAN FL File Nome: 4 Improvement Plans -Sheets Base Drawn: S CLAYTON STREET IMPROVEMENTS CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Date: May. 24, 16 Checked By. LS MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD -- /73 Cl TY RECORD No. SHEET NO. 12 OF 20 0 '1 2 3 z O Q J O z Li 7- 0 - Li V) 52 M 0 Li O n 0 �r- I I V) a M N N I U) c a CL c a� E v 0 L a E c a E a 0 a c a� in V a 0 LO 0 N I �r- 0 N 0 z fy Li w z 0 z Li 1 01 r) Q U O F - Q Q Q_ c a V) / 0 r 1 CONSTRUCTION NOTES: (D CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. OCONSTRUCT CASE 'A' CURB RAMP PER CALTRANS RSP A88A. O3 CONSTRUCT CASE 'C' CURB RAMP PER CALTRANS RSP A88A. OCONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN ST -22. DCONSTRUCT HOT MIX ASPHALT APRON FOR TEMPORARY DRAINAGE INLET PER DETAIL. OCONSTRUCT TYPE "M" CONCRETE MEDIAN CURB PER COB PROPOSED STD ST -2 (10" CURB FACE REVEAL). O7 RELOCATE EXISTING FENCE AS SHOWN ON PLANS. OADJUST MANHOLE TO GRADE (WORK TO BE DONE BY OTHER). OINSTALL STREET LIGHT AND STREET LIGHT PULL BOX PER COB STD DETAIL ST -23, ST24, AND ST -25. q�SANDBAGINSTALL TEMPORARY U21 CHRISTY BOX WITH U21 -NT GRATE. INLET AND GRADE SURROUNDING AREAS TO DRAIN INTO CHRISTY BOX. J ANLL ILi Vfl I 420- 418- �--- 416---- 414- 412- �1. 410- 408- 406-f- 404- 06- -- 404-�-`�-- 1T2 VERTICAL CURVE LENGTH =100' L%j1 I%JIYI L.LL.V VP IVL.J CURVE DA TA TABLE URVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION C12 1993.00 3006'50" 108.31 108.30 MEDIAN FL C13 2007.00 306'50" 109.07 109.06 MEDIAN FL C19 2036.00 3°22'30" 119.98 119.96 EP C20 2036.00 3006' 50" 110.65 110.64 EP 1 INSTALL COMBINATION SIDEWALK PER COB DETAIL ST -8. 12 ADJUST MONUMENT TO GRADE PER COB DETAIL ST -21. �D-114.INSTALL STORM DRAIN CATCH BASIN TYPE A-1 PER COB DETAIL 14 INSTALL STORM DRAIN MANHOLE PER SW -2 15 REGRADE DRAINAGE SWALE PER X -SECTION DETAIL, SHEET 4. 16 ADJUST WATER VALVE TO GRADE (WORK TO BE DONE BY OTHER) 17 CONSTRUCT MEDIAN LEFT TURN ONLY PER COB DETAIL T-17. 18 CONSTRUCT MEDIAN OPENING PER COB DETAIL T-8. 19 INSTALL FIRE HYDRANT MARKER LEGEND CURVE DA TA TA BL E CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION C22 1952.00 3022130" 115.03 115.01 FL C23 1952.00 3006'50" 106.09 106.07 FL C24 2000.00 3022'30" 117.86 117.84 CL C25 2000.00 3006'50" 108.69 108.68 CL CITY OF BAKERSFIELD, CALIFORNIA TYPE "A" HOT MIX ASPHALT (HMA) GRADED NATIVE SOIL PORTLAND CEMENT CONCRETE MINOR CONCRETE - PER SPECS RED (PAVING TAPER T BLE 4 120''x 12' S TAP 6N OFFSET t4f+84.85 7.00 RT 148+97.81 6.62 RT 149+04.77 5.92 RT 149+14.73 4.89 RT 149+24.71 3.53 RT 149+64.72 2.27 L T 149+74.73 3.51 L T 149+84.73 4.38 L T 149+94.74 4.88 L T 150+04.92 5.00 L T CURVE DA TA TABLE CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION C29 2007.00 1045'20" 61.52 61.52 EP C30 1993.00 322'30" 117.44 117.43 EP PUBLIC WORKS DEPARTMENT File Nome: 4 Improvement Plans - Sheets Base Drawn: S CLAYTON Job No.: T4K217 Engineer: L SUN Date: Feb. 24, 16 Checked By. SCALE I "= 40' REG/5TERED Cl VIL ENGINEER 9g0FESS/ONq �� 51NGN rn C 80507 * Exp.3-31-17 N Cl TY OF BAKERSFIELD 1501 TRUX TUN A VENUE qTF CiV ��- BAKERSFIELD, CA 93.301 REVISIONS No. DATE I DESCRIP TION WA� 371 / / I STREET IMPROVEMENTS MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD TY RECORD No. M 3 1 SHEE T NO. 13 OF 20 2 3 z O a U z w d w V) m 0 w O J n 0 �t- I I a� V) 0 m Q) Q) I C: 0 n C: Q) E a� 0 a E C: 0 E 0 0 0 c a� in 0 0 Ln 3 N I d- O N z FY w w z z w I 0 a U 0 a 0 Q 0- V) V) / 0 CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & 'GUTTER PER COB STD PLAN ST -1. 2O CONSTRUCT CASE 'A' CURB. RAMP PER CALTRANS RSP A88A. OCONSTRUCT CASE 'C' CURB RAMP PER, CALTRANS RSP A88A. 4O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN ST -22. DCONSTRUCT HOT MIX ASPHALT APRON FOR TEMPORARY DRAINAGE INLET PER DETAIL. OCONSTRUCT TYPE "i M" CONCRETE MEDIAN CURB PER COB PROPOSED STD ST -2 (10" CURB FACE REVEAL). O7 RELOCATE EXISTING FENCE AS SHOWN ON PLANS. OADJUST MANHOLE TO GRADE (WORK TO BE DONE BY OTHER). OINSTALL STREET LIGHT AND STREET LIGHT PULL BOX PER COB STD DETAIL ST -23, ST24, AND ST -25. 9SANDBAGINSTALL TEMPORARY U21 CHRISTY BOX WITH U21 -NT GRATE. INLET AND GRADE SURROUNDING AREAS TODRAIN INTO CHRISTY BOX. 1 STREETLIGH 4 4 4 4 4 4 4 4 4 VERTICAL CURVE LENGTH =100' ROADSIDE SWALE . BOTTOM ELEV VARIES CURVE DA TA TABLE CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION C12 1993.00 3006'50" 108.31 108.30 MEDIAN FL C13 2007.00 306'50" 109.07 109.06 MEDIAN FL C19 2036.00 3022'30" 119.98 119.96 EP C20 2036.00 3006'50" 110.65 110.64 EP OOFESS/pNq S I N G/y 041 ` F co 11 INSTALL COMBINATION SIDEWALK .PER COB DETAIL ST -8. LEGEND REGISTERED CIVIL ENGINEER w m TAPER TABLE 4 C 80507 12 ADJUST MONUMENT TO GRADE PER COB DETAIL ST -21. TYPE "A" HOT MIX ASPHALT (HMA) 120'x 92' * Exp. 3-31-17 STATION OFFSET q�D-14.INSTALL STORM DRAIN •CATCH BASIN TYPE A-1 PER COB DETAIL CITY OF BAKERSFIELD �S'J >Q_ 148+84.85 7.00 RT 1 1501 TRUXTUN A VENUE9T CI V I \- GRADED NATIVE SOIL 148+97.81 6.62 RT BAKERSFIELD, CA 93301 14. INSTALL STORM DRAIN MANHOLE . PER SW -2 149+04.77 5.92 RT 149+14.73 4.89 RT REVISIONS 15 REGRADE DRAINAGE SWALE PER X -SECTION DETAIL, SHEET 4. PORTLAND CEMENT CONCRETE 149+24.71 3.53 RT 149+64.722.27 L T No. DA TE DESCRIPTION 16 ADJUST WATER VALVE TO GRADE (WORK TO BE DONE BY OTHER) .. J ' _149+74.73 3.51 LT MINOR CONCRETE - TEXTURED PAVING 149+84.73 4.38 LT 5/25/16. MINOR GRADE REVISIONS 17 CONSTRUCT MEDIAN LEFT TURN ONLY PER COB DETAIL T-17.. PER SPECS 149+94.74 4.88 LT SCALE. 1 401 18 CONSTRUCT MEDIAN OPENING PER COB DETAIL T-8. 150+04.92 5.00 LT 19 INSTALL FIRE HYDRANT MARKER 3T S4( ivI vi Ii x vvi \ .___j ► i \i I i CURVE DA TA TA BL E CURVE # RADIUS DELTA LENGTH TANGENT DESCRIPTION C22 1952.00 3022'30" 115.03 115.01 FL C23 1952.00 3006'50" 106.09 106.07 FL C24 2000.00 3022'30" 117.86 117.84 CL C25 2000.00 3006'50" 108.69 108.68 CL CITY OF BAKERSFIELD, CALIFORNIA CUR VE DA TA TA BL E CURVE # RADIUS DELTA LENGTH TANGENr DESCRIPTION C29 2007.00 1°45'20" 61.52 61.52 MEDIAN FL C30 1993.00 3022'30" 117.44 117.43 MEDIAN FL File Nome: 4 Improvement Plans - Sheets Base Drawn: S CLAYTON PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Date: May. 25, 16 Checked By L, S VERTICAL CURVE LENGTH =100' STREET IMPROVEMENTS MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 17 3 CITY RECORD No. SHEET NO. 13 OF 20 0 1 2 3 z O Q J U z w a w U M 0 w O J 0 N I I CD a� a Q) c - U) I V) a E 0 a E / c- 0 a E M a 0 a ^C W (n 3 a 0 Ln O N I 0 N z w w z z w I 0 0 J 0 Q U O Q 3 a a a c a V) /, 6.0' CHAIN-LINK FENCE WI TH i REDWOOD SLA TS i 12' MIN, i 9 x 1 R = 1597.68 L = 71.58' N •/ J 13 406.02' HK 397.52 BOTTOM 1.1 ACRE -FT VOLUME REO'D 1.1 ACRE -FT VOLUME PROVIDED 4C C CC N � N L = 92.00' PLAN VIEW - PROPOSED CERA/NAG ASIN 1"=20' 18" INVERT 18" ?3 -398.47 \ 398.46 18" INVERT 24" INVERT 24" INVERT INSTALL 16' WIDE DOUBLE GATE PER C. O.B. STD. DWG. S-11. 6.0' CHAIN-LINK FENCE W/ TH REDWOOD SLA TS DRAINAGECENTRLINE OF FINISHED GRADE ALONG /' / GRADE AT MANHOLEASPHALT OVER 1.5' CLASS # AGGREGATE BASE OVER 0. 5' NA TI VE GROUND COYPAC7ED TO 95Z RELATIVE COMPAC71ON ► ►• INLET / ` HOTMIXASPHALT DRAINAGE DETAIL AV? 10 SME ,. OUTLET SEE /: DETAIL D-10 STORM DRAIN MANHOLE/INLET/OUTLET DETAIL CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT STORM DRAIN PIPE S"IWWI WI.1. l cue---- STORM DRAIN PIPE �.r g 1 NG H q� �r REGIS TERED Cl VIL ENGINEER uj ,-' C 80507 Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIV1� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIPTION 1 / / SA2 / / 3 / / 4 OUTLET I I 2' (TYP.) a STRUCTURE N �o ■ ■ ■ PLAN VIEW SECTION A -A ROCK SLOPE PROTECTION DETAIL NOT TO SCALE LEGEND O O CLASS No. 3, METHOD B PLACEMENT OF ROCK SLOPE PROTECTION IN CONFORMANCE WITH SECTION 72-2 "ROCK SLOPE PROTECTION" OF THE STATE OF CALIFORNIA STANDARD Name. -4 Improvement Plons - Sheets Bose Drown: S CLAYTON 5 No.: T4K217 Engineer: L SUN te: Feb. 24, 16 Checked By. LT DRAINAGE BASIN DETAIL MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD Z + I CITY RECORD No. 73'� , SHEE T NO. 14 OF 20 1 2 0 INSTALL TEMPORARY U21 Z CHRISTY BOX WITH U21 -NT , � 12 Q o o GRATE. SANDBAG INLET & z GRADE SURROUNDING AREAS CONSTRUCT 6.0' HIGH CHAIN LINK g TO DRAIN INTO CHRISTY BOX. FENCE WITH REDWOOD SLATS AT PROPERTY o i 1407.41 LINE, UNLESS OTHERWISE APPROVED BY 406.41 �� THE CITY ENGINEER. TOP OF SUMP 407.02 EP TOP OF GRA TE <1\/\/\/\_ _ _ _ _ _ _ _ _ _ f22 INSTALL ASPHALT CON CRETE\�� ? HIGH WATER LEVEL 406.02 L•F 1 " CL LL DRAINAGE SWALE PER DETAIL THIS SHEET 18" INVERT 18" ?3 -398.47 \ 398.46 18" INVERT 24" INVERT 24" INVERT INSTALL 16' WIDE DOUBLE GATE PER C. O.B. STD. DWG. S-11. 6.0' CHAIN-LINK FENCE W/ TH REDWOOD SLA TS DRAINAGECENTRLINE OF FINISHED GRADE ALONG /' / GRADE AT MANHOLEASPHALT OVER 1.5' CLASS # AGGREGATE BASE OVER 0. 5' NA TI VE GROUND COYPAC7ED TO 95Z RELATIVE COMPAC71ON ► ►• INLET / ` HOTMIXASPHALT DRAINAGE DETAIL AV? 10 SME ,. OUTLET SEE /: DETAIL D-10 STORM DRAIN MANHOLE/INLET/OUTLET DETAIL CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT STORM DRAIN PIPE S"IWWI WI.1. l cue---- STORM DRAIN PIPE �.r g 1 NG H q� �r REGIS TERED Cl VIL ENGINEER uj ,-' C 80507 Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIV1� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIPTION 1 / / SA2 / / 3 / / 4 OUTLET I I 2' (TYP.) a STRUCTURE N �o ■ ■ ■ PLAN VIEW SECTION A -A ROCK SLOPE PROTECTION DETAIL NOT TO SCALE LEGEND O O CLASS No. 3, METHOD B PLACEMENT OF ROCK SLOPE PROTECTION IN CONFORMANCE WITH SECTION 72-2 "ROCK SLOPE PROTECTION" OF THE STATE OF CALIFORNIA STANDARD Name. -4 Improvement Plons - Sheets Bose Drown: S CLAYTON 5 No.: T4K217 Engineer: L SUN te: Feb. 24, 16 Checked By. LT DRAINAGE BASIN DETAIL MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD Z + I CITY RECORD No. 73'� , SHEE T NO. 14 OF 20 1 2 0 z 0 a J U z w Li m 0 Li 0 J rz 0 (N I I m 0 0 0 0 N d' N a a 0 V) 0 0 a m 4- Q) Q) c - I V) _O n c - Q) E 0 L a E d- / 0 0 0 C a� in x 0 0 Ln O N I 0 N C� z F w Li z 0 z Li I 0 0 J / a U 0 a / Q / Q C 0 cn / / R =, 1597. x L = 71.58' r'O 6.0' CHAIN-LINK ' FENCE WITH I REDWOOD SLA TS I. J I 12' MIN. I 60' 2.1 2:1 `O 406.02' HK o 397.52 BOTTOM I p I 1.1 ACRE -FT MOLUME REQ'D 1.1 ACRE -FT VOLUME PROVIDED I 1,Sg �L14,f,'Q'Qili, N N L = 92.00' PLAN VIEW — PROPOSED DRAINAGE BASIN 1"=20' INSTALL 16' WIDE DOUBLE GATE PER C. O.B. STD., DWG. S-11. 6.0' CHAIN-LINK FENCE W1 TH REDWOOD SLA TS STORM DRAIN PIPE STORM DRAIN PIPE OUTLET 2' (TYP. ) STRUCTURE Q N co ■ ■ ■ ----I► A PLAN VIEW QRpFESSIpN� ' �0 51 NG/y � F REGISTERED CI VI L ENGINEER C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CA_\F REVISIONS No. DA TE DESCRIP TION 5/25/16 STORM DRAIN PIPE REVISION 1 471 Cl TY RECORD No. File Name:4 Improvement Plans - Sheets Base Drawn: S CLAYTON DRAINAGE BASIN DETAIL CITY O BAKERSFIELD,ob No.: T4K217 Engineer: L SUN CALIFORNIACALIFORN/A PUBLIC WORKS DEPARTMENT. SHEET N0. Date: May. 24, 16 Checked By. LS MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 14 OF 20 0 1 2 3 CENTERLINE OF NEW SUMP DRAINAGE SWALES '�q BOTTOM Z iu INSTALL TEMPORARY U21 CHR/STY BOX WITH U21 -NT 10' ►T• 12' FINISHED GRADE ALONG DRAINAGE SWALES J FINISHED GRADE AT MANHOLE LID/DRAINAGE lyp o z GRATE. SANDBAG INLET & "B" INLET GRADE SURROUNDING AREAS CONSTRUCT 6.0' HIGH CHAIN LINK 0.5' TYPE HOT MIX TO DRAIN INTO CHRISTY BOX. FENCE WITH REDWOOD SLATS AT PROPERTY ASPHALT OVER 1.5' CLASS AD c.� 1407.41 LINE, UNLESS OTHERWISE APPROVED BY 406.41 (W 9 AGGREGATE BASE OVER 0.5' NATIVE GROUND THE CITY ENGINEER. EP TOP OF GRATE TOP OF SUMP 407.02 COMPACTED TO 95% i �� �� �� �� — — RELATIVE COMPACTION -}� OUTLET STRUCTURE i INSTALL ASPHALT CONCRETE 2 HIGH WATER LEVEL 406.02 CC t// K' RG✓ DRAINAGE SWALE PER DETAIL THIS SHEET D HOT MIX ASPHALT 400.42 4D0.4 DRAINAGE SWALE DETAIL 18" INVERT 18" INVERT 8.47 f47 L.F. 24" ' �� 398.46 CL /// RCp � , � SECTION A -A 18 INVERT 24 INVERT RGJ SD p/F,E PIPE OUTLET STRUCTURE SEE COB DETAIL D-10 ROCK SLOPE PROTECTION DETAIL 397.52 ,` 24" INVERT NOT TO SCALE J STORM DRAIN MANHOLE/INLET/OUTLET DETAIL 7 3 NOT TO SCALE LEGEND CLASS No. 3, METHOD B PLACEMENT OF ROCK SLOPE PROTECTION IN CONFORMANCE WITH SECTION 72-2 "ROCK SLOPE PROTECTION" OF THE STATE OF CALIFORNIA STANDARD QRpFESSIpN� ' �0 51 NG/y � F REGISTERED CI VI L ENGINEER C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CA_\F REVISIONS No. DA TE DESCRIP TION 5/25/16 STORM DRAIN PIPE REVISION 1 471 Cl TY RECORD No. File Name:4 Improvement Plans - Sheets Base Drawn: S CLAYTON DRAINAGE BASIN DETAIL CITY O BAKERSFIELD,ob No.: T4K217 Engineer: L SUN CALIFORNIACALIFORN/A PUBLIC WORKS DEPARTMENT. SHEET N0. Date: May. 24, 16 Checked By. LS MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 14 OF 20 0 1 2 3 z O Q J U z W m W r m 0 W F--- 0 0 J n 11 r- n Q� 0 d- Q0 0 N O c - L) L d 0 V) L V) 0 m V) Qi c/) J I V) c - C) n Q) E Qi 0 L Q E / d E O I O d Q) V 3 O O LO O N I O N C7 z_ W W z_ 0 z W I J / Q U O H Q / N -0 Q / 0- c- 0 CO V) / / 4 '- —'int J — 0 0 mom 0 0 gg0F ESS/ON S 1 NGh REGISTERED CIVIL ENGINEER " _ r, C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE -9T C/V1\- BAKERSFIELD, CA 93301 F OF CAQ REVISIONS No. DA TE DESCRIP TION 12 3? ►►-47 LEGEND O 'I 2 3 mom WOOM swom swom gg0F ESS/ON S 1 NGh REGISTERED CIVIL ENGINEER " _ r, C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE -9T C/V1\- BAKERSFIELD, CA 93301 F OF CAQ REVISIONS No. DA TE DESCRIP TION 12 3? ►►-47 LEGEND O 'I 2 3 z O Q J U z w n w m 0 w F- 0 J 0 N 2II a 0 66 0 N �i 0 U a a C- F--- 3 a� a m a a� I c a n E 0 L Q E / a E a 0 a 0 in 3 a 0 / 0 N I d - FD N C� z ry w w z z w I J Q U O Q / V) Y 3 Q a Q c a / GENERAL STRIPING NOTES 1 SIGNAGE SHALL COMPL Y W/ TH THE LA TEST EDI TION OF MUTCD. 2 MUL TIPLE SIGNAGE SHALL BE INSTALLED ON THE SAME GSP POST. FIELD VERIFY WITH ENGINEER. 3 ALL STRIPING AND PA VEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. 4 INSTALL GSP SIGN 802 LF SI EN A INSTALL GSP SIGN LANE R81B(CA) R81(CA) R26(CA) — — � EXIST/NG FLOWLINE w -- 9 551 LF / W " ✓/ INSTALt-6SP SIGN TYPE 0 CA MARKER 32 LF 38 -- � � n LA TINA DRI VE 200LF,9 TpE S 0 HA WK BEARDSLEY ALL INSTALL GSP SIGN R7-9 J44 LF \ �L SCALE. 1 "= 401 EXISANG LIP wi STRIPING LEGEND: O 9?OESS/ON 5 ► NGH Q STRIPING DETAIL PER CAL TRANS ®d REGISTERED CIVIL ENGINEER Of C 80507 * Exp.3-31-17 CITY OF BAKERSFIELD SIGN AS INDICATED ON PLANS 1501 TRUXTUN AVENUE qTF Cluj\' OF BAKERSFIELD, CA 93301 CA�- REVISIONS No. DA TE DESCRIP TION E-- •moo BIKE LANE MARKINGS �2 STRIPING LEGEND: O STRIPE 1' WHITE THERMOPLASTIC CROSSWALK PER PLANS Q STRIPING DETAIL PER CAL TRANS STANDARD PLANS 2010 REL OCA TE/REMOVE/INSTALL SIGN AS INDICATED ON PLANS REL 0CATE/REMOVE/INSTALL SIGN AS INDICATED ON PLANS TYPE IV ARROW LT (TYP) TYPE IV ARROW RT (TYP) E-- •moo BIKE LANE MARKINGS w 68 LF 38 V 1TAL SIGN -- �;'R7-9 r7 3 [C-17 RECORD No. File Nome.•4 Improvement Plans - Sheets Base Drawn: S CLAYTON SIGN AND STRIPING SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer. L SUN Date: Mar. 3, 16 Checked By. [. MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD 16 OF 20 0 1 2 3 a� U) 0 m U) 41 Q) a� I U) c E 0 a E 0 0) 0 z 0 0 C a� Cn 3 0 C- 0 0 N I O N 0 z Fy w w z 0 z w I Q U O Q V) D Q Q C 0 U) / GENERAL STRIPING NOTES 1 SIGNAGE SHALL COMPL Y WI TH THE LA TEST EDI TION OF IVU TCD. 2 MULTIPLE SIGNAGE SHALL BE INSTALLED ON THE SAME GSP POST. FIELD VERIFY WITH ENGINEER. 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWSE NOTED. INSTALL GSP SIGN Ag 802 LF � 801 LF 9 ---- 8 39 �-- LF CITY OF BAKERSFIELD, CALIFORNIA LA TINA DRI VE _ 200 LF 9 —7 i BEEARDSLEY LTA L INS -TALL R7-9 EXISTING-- \ ` I M''OHfl Mlt�r•r r nrrn r-in•I R7-9 .....�„ RAW 344 I LF 39 \ I EXISTING LIP SCALE. I "= 40' \ \ 68 LF 38 (� TAL -SIGN' = R7-9 File Name. -4 Improvement Plons - Sheets Bose Drawn: S CLAYTON PUBLIC WORKS DEPARTMENT Job No.: 774K217 Engineer: L SUN Dote: Mar. 16, 16 Checked By. L QRpF E SS IO,y k� 51 NG/y CO REGIS FRED Cl VIL ENGINEER i a Of C 80507 � * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93,301 OF CA,0F REVISIONS No. DA TE DESCRIP TION 3/- 2,/204 ADDENDUM #1 471 / / STRIPING LEGEND: O STRIPE 1' WHITE THERMOPLASTIC CROSSWALK PER PLANS Q STRIPING DETAIL PER CAL TRANS STANDARD PLANS 2010 REL OCA TE/REMOVE/INSTALL SIGN AS INDICATED ON PLANS -� REL OCA TE/REMOVE/INSTALL SIGN AS INDICATED ON PLANS TYPE IV ARROW L T (TYP) TYPE IV ARROW RT (T)P) E— .moo BIKE LANE MARKINGS SIGN AND STRIPING MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD CITY RECORD No. I 4 SHEET NO. 16 OF 20 h 2 3 0 N II a� a M v I co C 0 n C- C- Q) E v 0 L a E d- U a 0 a C v Cn 3 a 0 Ln O N I �f- O N C� Z_ rK W Li Z_ U z w I 0 0 J / 0 a U O F- a Q Q U / GENERAL STRIPING NOTES 1 SIGNAGE SHALL COMPL Y WITH THE LA TEST EDI TION OF MU TCD. 2 MUL TIPLE SIGNAGE SHALL BE INSTALLED ON THE SAME GSP POST. FIELD VERIFY WITH ENGINEER. 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. STRIPING LEGEND: 12" WHITE THERMOPLASTIC O PA VEMENT MARKING PER PLANS Q STRIPING DETAIL PER CAL TRANS STANDARD PLANS 2010 REL 0 C TE/REM0VE/INSTALL SIGN AS INDICATED ON PLANS -� REL OCA TE/REMOVE/INSTALL SIGN AS INDICATED ON PLANS TYPE IV ARROW LT (TYP) TYPE IV ARROW RT (TYP) E- .moo BIKE LANE MARKINGS SARONA S TREE T KREBS 10 ROAD INSTALL GSP SIGN INSTALL GSP SIGN -.- R81 CA) -� RAW R7-9 - EXIST/NG FLOWLINE EXISTING LIP _ INSTALL GSP SIGN 39 78 LF 1002 LF . 9 139\203 LF `.._" /39\171 LF . INSTALL ,SSP SIGN W — R6 -1R — — — — — — — — — — — NSTAL 1 3 TYPE 9 1005 LF INSTALL GSP SIGN(CA) MARK R R5-1 39 fa05 LF — — — — — — — W6-1 3$ 200 LF INSTALL GSP SIGN - — REL OCA —EX5ENEEP— — — — — — — — EXISTING RAW M O R A WK S TREE T - CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT PG&E TRANSMISSION TOWER i ---INSTALL GSP !7g_ 1Q Nome.' 4 Improvement Pons - Sheets Base Drawn: S CLAYTON i No.: T4K217 Engineer. S CLAYTON te: Mar. 3, 16 Checked By.- LS REMOVE (E) SIGN R1-1 EXISTING LIFT STA TION QRpFESS/ON N G/i REGISTERED CIVIL ENGINEERC 80507 f rn * Exp.3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF Ct VlL BAKERSFIELD, CA 93,301 OF CAQ REVISIONS No. DA TE DESCRIP TION 1 / / 471 / / INSTALL GSP SIGN ROAD 153 LF - 12 LF 39 ' SIGN -- ._ 14 ---------------- ti wY SCALE- 10=40t HAGEMAN ROAD HAGEMAN ROAD SIGN AND STRIPING MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD i CITY RECORD No. N SHEET NO. 17 OF 20 0 1 2 3 0 CONSTRUCTION NOTES: shall to the of E loop on each leg of the intersection. POLE SCHEDULE M 0 0- 0 N n w ,;I -CD C° FD 1❑ Contractor shall install City furnished Type 170e controller and 332 cabinet assembly. Service shall be 120V1240V Type 111 -BF, furnished and installed by the contractor. Pull box in front of controller shall be 16. Pull box adjacent to PG&E electrical service point shall be PG&E 1043459. 2 Contractor shall install conduit from electrical service point PG&E 043459 pull box to Type Ill -BF service pedestal. All other ❑ p # p yp p pull boxes shall be #5 unless otherwise noted. ❑ All new signal indications shall be 12" LED "Red, " "Green, " and "Yellow" per specifications. A B D F ®Contractor shall furnish and install a cutoff LED Type /// distribution lighting fixture on poles OO, So qualified for roadway usage, light output from the new fixture shall be equivalent in both pattern and spread to a 200 Watt HPS cobra head luminaire, All warranty periods noted in the City Street Light Specifications shall app/y, per the City of Bakersfield, Public Works Department, latest edition. ❑5 All pedestrian indication modules shall be new, "CPS LED" "Upraised Hand, " and "Walking Person" combo, international symbol pedestrian change interval countdown display type as detailed in the special provisions. ® Locations of the standards shall be 4' minimum between face of the pole and the flowline, or 5' behind flowline where applicable, or as directed by the Engineer at the site.D 71 Contractor shall install (3) City -furnished Emergency Vehicle Pre-emption devices. The Contractor shall furnish and install cables and mounting hardware (Petco AB -121). The EVP phase selector unit will be installed in the cabinet by the City. Exact hardware and mounting placement shall be determined by the Traffic Engineer in the field. The Contractor shall provide compensation for a qualified EVP Technician 48 hours prior to signal turn on as outlined in the special provisions. ® Contractor shall install City supplied Street Name Signs per special provisions. ❑9 Install sign indicated on plan and per specifications. 10 Type D loops shall be 6' wide diagonal quadrupole design. Type E loops shall be 6' diameter. Detector loops and lead-ins within 8' of the curb flowline shall be a minimum of 1.5" below the surface of the paving. Loops shall be installed only between the hours of 8:30om-4: 30pm. All loops shall be located in the field b the En ineer Detector loo s shall be centered on th 'r r t' I 13 Contractor shall construct handicap ramps per Cal Trans Standard Plan (A88A, latest version), case A on the SIE corner. SIGNS LOC. STANDARD MASTARM SIGNALS LIGHT/NG VEHICLE WALK DON'T WALK W -DW 0 PPB 0 STNAMESIGN REMARKS SIGNALS O 26-4-100 (S) 15'(S) C TA 2- SV- () LTM-MATCC () SPL 1-T (C) 08 (C) ,08 (C) HAGEMAN ROAD (S) a F-24' R61-13 , 40 (S) B 24-4-100 (S) 15'(S) SV- C () MAS (C) MAS (C) SP -1-T (C) :02 (C) 08 (C) MOHAWK STREET (S) 7 8 18 ❑ ❑ ❑ 35'(S) © Type 1A (S) TV -1-T (C) SP -1-T (C) ;0'8 (C) X02 (C) + — c O Type 15 (S) 15'(S) ,02 (C) U @_ Type 1A (S) TV -2-T (C) SP -1-T (C) 02 (C) se R9 -3a; R9-3 F 29-5-100 (S) 15'(S) SV -2 -TAC MAS(C)) MAS (C) LT -MAT (C) MOHAWK STREET (S) R9 -3a; R9-3 a 55' (S) (S) CITY SUPPLIED, (C) CONTRACTOR SUPPLIED 0 y g p ei espec ive apes. 11 Contractor install Advance Type E loop detectors 345' from the limit line front shall to the of E loop on each leg of the intersection. 12 Contractor shall construct handicap romp per ColTrons Standard Plan (A88A, latest version), Case C on the S/W corner and on -north end of Hageman Rd. ---- - -- - - 13 Contractor shall construct handicap ramps per Cal Trans Standard Plan (A88A, latest version), case A on the SIE corner. 14 Contractor shall remove and reconstruct Type "B" curb and gutter including a 2' wide pavement tie-in per City Standard ST -12. -aa15 Install O/dcast/e H2O traffic box (mode/ 3048) with extension. 16 Contractor shall Instal/ detectable pull tape from the controller cabinet internally to all poles that have a luminaire including; poles A, B, D & F. The detectable pull tape shall be polyester with a minimum tensile strength of. 1,250 pounds. The detectable pull tope shall be doubled back 12' at the end of the /uminoire arm. Detectable pull tape shall be provided and installed by the Contractor in all new and empty conduits in the new signal system per the special provisions. ^^ ^ 17 Conduits installed in dirt areas shall be installed at no less than 30" be/ow grade. All pul/boxes in dirt areas shall be set 1" above grade, per specifications. N18 The Contractor shall install two (2) City supplied complete Commpok BB58 INT, 5.8 Ghz broadband radio 'transmission systems per special provisions. The Contractor shall install one integroted/antenno radio at the intersection of Hageman Rd and Mohawk Ave, mounted on Pole B and oriented westerly, and Q another integrated/antenna radio at the intersection of Hageman Rd and Fruitva/e Ave mounted on the large traffic signal standard on the northwest corner oriented easterly for a total of two complete operational radios. The Contractor shall install the required length of Cat 5e 5NF4 black reel cable ' `� I from the Ethernet modem/switch installed in the 332 controller cabinet at each intersection to a signal pole/most arm mounted location as determined in the field by the Traffic Engineer for a fully operational system. Installations requiring Cat 5e Ethernet cable above 300 ft lengths from the controller 148+ O a cabinet to the final radio placement location mounted on the traffic signal standard, shall then require a Contractor provided Outreach Max XT & POE + — c Ethernet Extender installed inline with the cable for signal transmission integrity. U L se i O 4 . a. 8J7U on ♦ o = � , ,', ♦ B ii4 IJ 4— ♦` .♦ '°�` C 0 / I�II�Jljt�a�lV� IJI� "- — —. 17 E C • -; 0) O 4 C a� Cn ELECTRICAL SERVICE - CONTROLLER DETAIL POINT of CONNECTION SIE CORNER 0 iIN, 1o' 0 N d' 0 0 CONDUCTOR SCHEDULE N c� CONDUIT SIZE 2-3" 2-3„ 2„ 2„ 1 3" 3„ 2" 2„ 3" 2„ 2„ 2„ 3„ 2„ 2" 2„ 2„ 2„ 2" 2" 3„ 2„ z (E) =EXISTING CONDUCTOR Li (N) = NEW RUN AA2A3 4 5 6 Z!7S 8 9 10 11 AAAAAAAAA21 A. DESIGNATION (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) _z 12 CONDUCTOR 4 3 2 2 1 1 1 1 `I' GENE 3 CONDUCTOR 3 2 1 1 1 1 1 #10 LIGHTING 2 2 2 2 2 2 2 4 4 4 1 All unusea 0 -'PRE-EMPTION CABLE 3 1 1 1 1 1 1 1 Wastewater City's Elec Q #4 SERVICE(PRIMARY)3 3 C) o #6 SERVICE (SECONDARY) 2 2 2 2 All utility , informatiol Q01 DETECTOR 2 2 2 locating u :02 DETECTOR 6 6 6 6 6 3 p 0 3 DETECTOR 4 4 4 r) Q 0 6 DETECTOR 6 1 2 6 6 :0' 8 DETECTOR 3 3 3 2 j v TOTAL DETECTORS 21 13 7 2 6 6 6 3 2 8 8 z w 48 SMFO (FIBER OPTIC) ° a- w 12 SMFO (FIBER OPTIC) j Ln 12 PAIR #19 AWG INTERCONNECT CITY OF BAKERSFIELD, CALIFORNIA MOHA WK S TREE File Name.- 3 Mohawk Traffic PUBLIC WORKS DEPARTMENT Job II N--T4K21 Date: Jan. 5, 16 QRpFESS/pN �� 51 NGH q� REGISTERED Cl V/ L EN GI NEER C 80507 * Exp. 3-31-17 CITY OF BAKERSFIEELD �P CIVIL 1501 TRUXTUN AVENUE '9TF BAKERSFIELD, CA 93,301 OF CALF REVISIONS No. DA TE I DESCR/P TION MODIFIED TYPE D BICYCLE LOOP DETECTOR RIGHT LANE \ BICYCLE LANE THRU LANE LEFT TURN LANE -TYPE D LOOP DETECTOR W3 - t -29 Drawn: S CLAYTON/RL T TRAFFIC SIGNAL Engineer: L SUN Checked By.• L_4 j MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD ti TV= r - STOP BAR/CROSSWALK SCALE.' 17-20 --1A= I TY REC U R61-13 No. SHEET NO. 18 OF 20 1 2 3 1 z O F - Q J v z Li 0 - Li F -- V) 5z m 0 W O 1 CL a7 3 -a a� a m V) Q) ( C _a C Q Q) 0 L Q E �t- C a E a 0 a C a� U) 3 a 0 LO 0 N I 0 N z w Li z c� z Li I 0 0 J / Q U O H D Q / V) Q / 0- 0 a V) / / i 2 QJ T LA TINA EXISTING LIP DRI v Iv ST 12 +40.q6-56 RIG ION PIPE SL"E S SARONA i �Toccpr-1 STA 126+55.66 IRRIGATI�Rt PIPE SLEEVES � 1 EXISTING R/W i i KREBS EXISTING LIP R/W SCALE.- 1 "= 40' eROFESSIpN C.0 REGISTERED CIVIL ENGINEER C -1);T 7` C 80507 * Exp. 3-31-17 N CITY OF BAKERSFIELD s� 1501 TRUXTUN A VENUEq�F CIV1L BAKERSFIELD, CA 93301 OF CA1�F REVISIONS No. DA TE DESCRIP TION 1 / / .��-.. W 4. CITY R"' ECORD No. 3 File Nome -4 Improvement Plans - Sheets Bose Drawn: S CLAYTON IRRIGATION CONDUIT PLANS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Date: Mar. J, 16 Checked By MOHAWI: STREET - SIENNA LANE TO HAGEMAN ROAD 19 OF 20 0 1 2 3 /RRIGA TION LEGEND 1 (4') SCH 40 PIPE SLEEVE 1 (2') SCH 40 PIPE SLEEVE X MIN COVER FOR LANDSCAPE SLEEVE VERIFY P.0.C, WITH RECREATION AND PARKS. MARK TOP OF CURB WITH AN "IR" WHERE IRRIGATION SLEEVES CROSS UNDER THE CURB. MINOR CONCRETE - TEXTURED PAVING PER SPECS CITY R"' ECORD No. 3 File Nome -4 Improvement Plans - Sheets Bose Drawn: S CLAYTON IRRIGATION CONDUIT PLANS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Date: Mar. J, 16 Checked By MOHAWI: STREET - SIENNA LANE TO HAGEMAN ROAD 19 OF 20 0 1 2 3 z O Q U z w a w F- U) m 0 w O n 1 0 N I I a' 3. a� V) a m V I V) a c v 0 a E j 4. C a E CP a 0 a C a� in 3 a C- 0 0 N I O N c� z ry w Li z z 5. w I 0 0 w 0 Q 6. U O Q V) 3 a Q a a c a i CONDUCTOR CONDUIT ®®®®®®®®®II CONDUCTOR - eeeeeee : e "' THIN CU GROUN0__i========= /0,WEEX WE /ice , "' THW CU©©©©©©©00 #10 THW CU GROUND#10 THW CU GENERAL NOTES: POLES: TYPE 15-26' TALL, ROUND TAPERED, GALVANIZED POLE WITH 12' ELLIPTICAL MAST ARM HAVING 24" ELEVATION FOR A 28' LUMINAIRE MOUNTING HEIGHT (DETAIL 0/3) 4"X 6-1/2" HAND—HOLE COVER WITH 1/4" x 1-1/2" REINFORCEMENT RING WELDED TO OUTSIDE OF POLE. STEEL HAND HOLE COVER TO HAVE TWO 1/4-20 STAINLESS STEEL TAMPERPROOF HEX REJECT SCREWS INSTALL HOT DIPPED GALVANIZED NUTS AND LEVELING WASHERS ON TOP AND BOTTOM OF FLANGE BASE. INSTALL GROUT UNDER BASE AFTER LEVELING. BOLT CIRCLE 11", BOLTS ASTM A-307 1"x36%4" WITH HEX NUT, LEVELING NUT & TWO WASHERS PER BOLT PULL BOX: BOX— OLDCASTLE B1017 OR APPROVED EQUAL WITH GALVANIZED STEEL SKID RESISTANT BOLT DOWN LOCKING LID MARKED "STREET LIGHTS" LOCATE PULL—BOXES AS INDICATED ON PLAN, MAXIMUM 2' FROM POLE BASE INSTALL 8" MINIMUM THICKNESS OF 3/4" CRUSHED ROCK UNDER BOX FOR DRAINAGE INSTALL 2" MORTAR BED ON GRAVEL TO SEAL BOTTOM OF BOX INSTALL 3/4" PVC DRAIN PIPE TO ALLEVIATE STANDING WATER IN PULL BOX 1/2-- X 8" COPPER CLAD GROUND RODS ARE REQUIRED IN BOXES FEEDING POLES ONLY—NOT IN INTERMEDIATE PULL BOXES CONDUITS: CONDUITS TO BE GRAY PVC SCHEDULE 40— 1-1/2" FROM POLE TO PULL BOX , USE 2" CONDUIT BETWEEN PULL BOXES ON LONG RUNS INSTALL CONDUITS SO THAT THEY ARE NEATLY ARRANGED IN CENTER PORTION OF BOX, ENTERING BOX PLUMB INSTALL END BELLS ON ALL CONDUITS SEAL CONDUITS WITH DUCT SEAL, COMPLETELY SEALING AROUND CONDUCTORS AND AT LEAST 1" THICK USE 18" RADIUS MINIMUM SWEEPS ON ALL BENDS—EXCEPTION STANDARD SWEEPS ARE OK ON SHORT RUNS BETWEEN PULL BOX AND POLE RUNS SHALL HAVE NO MORE THAN A TOTAL OF 270 DEGREES OF BENDS BETWEEN PULLING POINTS MINIMUM CONDUIT DEPTH SHALL BE 24" BELOW GRADE WIRING: REFER TO PLAN FOR WIRE SIZE IN EACH CONDUIT RUN MINIMUM CONDUCTOR SIZE IS #10 THW STRANDED COPPER IN NEW CONDUITS AND POLES, UNLESS OTHERWISE NOTED USE BLACK FOR PHASE 'A' & RED FOR PHASE 'B' SPLICES IN PULL BOXES SHALL BE MADE WITH STANDARD TIN PLATED UNISULATED COMPRESSION SPLICES OR COPPER COMPRESSION PARALLEL SPLICE, INSULATE SPLICES WITH HEAVY WALL ADHESIVE BASED HEAT SHRINK TUBING (3M 0400, 0800, 1100 OR APPROVED EQUAL), INSTALL 1.5" OF HEAT SHRINK PAST EACH END OF SPLICE, WHEN PARALLEL SPLICES ARE MADE—INSTALL 3" OF HEAT SHRINK PAST EACH END OF SPLICE AND CRIMP THE SPLICE WITH NEEDLE NOSE PLIERS UNTIL THE ADHESIVE HAS COOLED CREATING A WATER TIGHT SEAL AROUND EACH INDIVIDUAL CONDUCTOR. USE PROPER TOOLS TO MAKE CRIMPS PER MANUFACTURES INSTRUCTIONS GROUND WIRE FROM POLE BASE TO GROUND ROD SHALL BE #8 MINIMUM THE CIRCUIT SHALL BE FUSED IN THE PULL BOX ADJACENT TO THE POLE. FUSE HOLDERS SHALL BE FERRAZ SHAWMUT FEX-11-11 600V 30A. INSTALL 3M 0400 HEAT SHRINK (OR APPROVED EQUAL) OVER TERMINATIONS WITH AT LEAST 1" OF HEAT SHRINK TUBING PAST CONNECTION OVER CONDUCTOR INSULATION. FUSES SHALL BE 6A RATED — BUSSMAN KTK6—NO EXCEPTIONS LUMINAIRES: LUMINAIRES SHALL BE LED TYPE ONLY— REFER TO PLAN & DETAILS FOR FIXTURE TYPES INSTALL TORK 2007A TWISTLOCK PHOTOCELL ORIENTED NORTH INSTALLATION: ALL WORK SHALL BE PERFORMED BY A LICENSED C10 ELECTRICAL CONTRACTOR UNDER JOURNEYMAN LEVEL SUPERVISION CONSTRUCT/O/V /VC3TES - c"vc" nnwnmr-rr PROVIDE A GROUND LUG ON PULL BOX STEEL FRAME AND CONNECT TO EQUIPMENT GROUND qRpFESS1pN� ll /1 1 NGL 2 r rn C 80507 rri 3-31-17 ,Exp. T�, C I V I OF CAI. CITY OF BAKERSFIELD, CALIFORNIA 6. J LIGHT POLES, ANCHOR BOL TS AND LED FIXTURES WILL BE FURNISHED BY THE CONTRACTOR AND INSTALLED BY CONTRACTOR. ALL OTHER BOXES, CONDUITS, CONDUCTORS, CIRCUIT BREAKERS, FUSES, FUSE HOLDERS, CONCRETE FOUNDATIONS FORMED CONCRETE WORK, ASPHALT REPAIR, ETC. TO BE FURNISHED AND INSTALLED BY CONTRACTOR. File Name: 4 Im rovement Plans — Sheets Base Drawn: S CLAYTON PUBLIC WORKS DEPARTMENT Job No.: T4K217 Engineer: L SUN Date: Mar. 3, 16 Checked By. LS SCALE. I "= 40` STREET IMPROVEMENTS MOHAWK STREET - SIENNA LANE TO HAGEMAN ROAD _(�71 A- c OR N0. 0 3y- SHEE T NO. 20 OF 20 1 2 3