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Home My WebLink About6.1-1672R =05' Lf R =05'_ ( ) ) (15mm) 15mm ar b: V.. TYPE V NOTE L A# work shah conform to the applidaoble sections of 7. Concrete contain no adalOws unless prior approvar is obtained from the City &+gamer the - Standard SpecifK a ong State of COMMA D IPartment cot Late _ of Transpor'totian approve'& armt edtion, and lire - 8 Concrete shelf be cured -write 'a white pigmented_ curing fdlowng general notes: carnpaarrd cw#)fng to section 90 -7018 of the standard 2 &rbgrode Pry for T)pe W, ,B , and ,C, curbs specifications and gutters shat be constructed true to grade and cross 5 bishbg - sectkns of curb and gutter shat be sawcut at section with corrpoction of 90Z to a depth of 6.0 (615m) the /nits of the area to be reconstructed below the su*ode. other#&- directed by the City Engineer 5 Concrete for curb and gutter shall be doss 18' 10 Nfealcened plane j*ts or cold ,parts shat be constructed at 15' (4.&n) intervals Expansion johIs shat be at emeh- anl shat be within 25' -(65mm) to Sr (0 MR) sh : side of structures and at ends of curb returns 4. amber forms shall be surfaced on the on the side p6ced to the a marete and shall not be less than 1.5' (40mm) 1 t. T 'W' curb and gutter is required an all t}pes of next permitted b the streets unless another is expressly Perm y Mick offer being surfaced. city Enganeer. 5 Top and face shat be troweled sowth, then givers a 12 Permit for curb and gutter construction shad aacargrany finel fide brush findi actual *Wk & ilhwre-vristang curb. and gutters are to be rgp/aced. new construction shat match existing construction unless otherwise U Nhen constructing new curb and gutter, the existing pavement shad be sawrnt a ma►anum of 20' (0.6m) from drrected by the Coy Engineer. the lie of the gutter or as arirected by the City Engineer: COB -STANDARD ST -1 TYPE 'B' CURB & GUTTER LEGEN0,i11W1E& O REMOVE EXISTING TREE(S) 2O REMOVE AND RELOCATE STREET SIGN PER COB STD T -9 3O SA WCU T TO NEAT VERTICAL FACE 4O REMOVE EXISTING CHANNEUZERS FROM SITE \ 5O REMOVE EXISTING WOODEN RETAINING WALLS S� COORDINA -TE REMOVAL OF TRAFFIC LOOPS AND RELATED WORK WITH CITY OF BAKERSFIELD GENERAL SERVICES AT 661-J26-J781. O OBLITERATE STRIPING SO WA TER SER 1/ICE TO BE RELOCATED BY VAUGHN WATER SERVICE 9O POWER POLES TO BE REL OCA TED B Y D THERS 70 REMOVE FENCE TO R/W LIMITS GENERAL MOTES f NO TES: COMMA 71ON STANDARD t. AN wank shall conform to the wricatik cot Late _ sections of the vec"W eniiiled Street Riot -of Nhy Lane 'Standard 4pecrficot&4 State of 00=4 558 Aepartrment of Tmo*o1atian , gaproved current MINOR CONCRETE mW7 and the fodowag general =notes: 84 ° ° 2 Ak driveway locaiions are subjed to pal Back d of diwway to o► Standard straight Kcal arig neat unless Sidewarlr by the Try Authority a d t y`� and other#&- directed by the City Engineer as directed by traffic star dorid w 3 Gmnb�inatim t - ft Stn L° . 5 ht drn+eM construction shat be permitted � A, � � snooping in street or alley returns II 4. Subgradte prgwatibn " be constructed . t Ex/,omsia► vlont true to grade and arose sectim' with corrpwdon Sue fti of 95Z to a depth of 6.0' (0.15m� Ltz air ( )o 5 Conmete_&VI be Qbss 'A.' and shah= s Far we 10 ArI19W off► \ Qr )w st far M 00 80" (OAR) mb have o shrrnp between 25 (63rari) and TYPE IV ARROW 4.5' (a 11m). PN 6 Concrete shat contain no ad*t es unless FENCE REMO VAL ` prig written► approval is obtaned from the 67 City Engkor. Top edge of Sdiepok Top of Orb 7 Comte shat be creed with o while- pigmented Curb Farce curing- cmmpaund =cwply'r►g'to Section 90 -7-018 of the Standard Sjtnecifi atiens Gotta, 6 Expansion jwt fi+ hr- materiel shat corad of Bottom of Curb pe tinned stros of a durable, resirmt mpmnd Checked 9. AN existing concrete curb, gutter, and s0vok Et EVA IM across the face of any proposed &ivew+vy steel be sowcut and removed standard 10. Eristang pavement shall be sawout and - removed a minanum of 20' (0&n) from the CambifflEw sewo k edge of the gutter except when the City Endear 9dew& 50' (1.5m) Afa m has approved -the pouring of a new gutter against - 50 (1.50) Yap the aVosed edge of the existing pownent 6.0' 3i it Paverrant patching SOW conform to City a5' (15mm) Alan (015m) Griner Stmdad ST -12 12 A parmit. for driveway construction shad be 60' (015m) Thkknew obtaamd prior to start of any work 0.25' (5rmm) per 1:0' (301Asrm) Soc 1.� brist+irg driveways may be sawcut and - wkwed on one side subject to approval by SbaffM A--A the City EnngiW_ COB STANDARD ST -5 RESIDENTIAL DRIVE APPROACH I I (I II I Z II O rz 7 THE CONTRACTOR SHALL POSSESS, A VALID II � CLASS 'A' LICENSE. 2 THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 7- 800 - 642 -2444, 48 HOURS PRIOR TO EXCA VA T/ON. 3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE-- WITH COB STANDARDS AND STATE OF CALIFORNIA, DEPT OF TRANS- PORTA TION STANDARD SPECIFICATIONS 'FOR CONSTRUCTION OF LOCAL STREETS AND ROADS; JULY 2002 EDITION. z W Z 0 EXCA VA TION C Y 800 2 CURB A ND ' GU T TER LF' 558 3 MINOR CONCRETE SF 84 4 TYPE 'A ' A. C. • 647 5 CL. 'B' A GG. BA SE 3 675 6 I 0* LF II 7 ON M. 196 8 STRIPING REMOVAL SF 254 9 TYPE IV ARROW EA 2 10 FENCE REMO VAL LF 67 File Name: T3K017. O WG Ora wn : JA FL ORES Job No.. T3K0 17 I I SA WCU T LINE REPLACE BLOCKS/ FILL CELLS REM O[/E EXISTING BLOCK I W /SLURRY AND MATCH EX /STING WALL (24"t HIGH) TOP CAP. STREET - NB LANES 20'f RIW REMO 1/E EXISTING CONC BLOCK (12" HIGH) REMO VE CONC. BACK of I Exrs BLOCK WALL TO EXISTING WALK SEAM AND FOOTING EXISTING CURB NEW CURB AND. GUTTER l I Q)" AND GUTTER -7 BELOW N � CURB AND, GU T TER N HINGE POIN T 14' WIDE DRI VEWA Y RRFA KD 0 WN Q\�OEESS /pN� FL HP RW ��F� o pEAN VARIES C/) ESGINEER �� -I-- 20' -35' -/, -/, s, 15C 6) CI VI L � C 46803 REGI S TE ED 1' SAWCUi "r * Exp. 6 -30 -07 APPROX. ExisriNC CITY OF BAKERS VENUE 4: 7 MAX GROUND LINE EXISTING GROUND 7 507 TRUX TUN F OF CALIF ,.:: ;. BAKERSFIELD'' , CA ` 9330'1- N 1 *4' =S TA 13 +38 TO STA 76 +00 , H HN INGE POINT 2' MIN TO 14' MAX -STA 76 +00 Q b` R/W LINE COMPACT TO 90% TO A DEPTH OF 12"--l' TIE INTO" EXISTING DRI VEWA Y CONTACT CA TALINA BARBER , CORP. I I STEVE EKEGREN AT 661-J96-J112 TO VERIFY LOCATION A w .- %A' -%�� w �u moo= A ioerm%r"11/t!A/ STA 14+16075 Nrs �z Z � Q INS BLOC-K L WALL REMOVA D_ ETAIL STA 13 +37.75 N rs ClN OF-iBA-KERSF/ELD, CAL /FORMA PUBLIC WORKS DEPARTMENT NOT TO USED FOR BIDDING PURPOSES NO. DESCRIP T1 ON UNIT Q TY 1 EXCA VA TION C Y 800 2 CURB A ND ' GU T TER LF' 558 3 MINOR CONCRETE SF 84 4 TYPE 'A ' A. C. TON 647 5 CL. 'B' A GG. BA SE TON 675 6 DETAIL 38 LF 120 7 CROSSWALK SF 196 8 STRIPING REMOVAL SF 254 9 TYPE IV ARROW EA 2 10 FENCE REMO VAL LF 67 File Name: T3K017. O WG Ora wn : JA FL ORES Job No.. T3K0 17 Engineer: R -BRABOY [Date: AUG 2003 Checked By T HESE-PLANS WERE APPROVED IN CONCEPT AS 1 A PART OF A PREVIOUSLY APPRO VED SET OF -PLANS TITLED "STREET, SEWER, STORM DRAIN, AND WATER IMPROVEMENT PLANS NORTHWEST PROMENADE ll GALLOWAY ENTRANCE RQAD" BY THE, CITY OF BAKERSFIELD ON SEPTEMBER 8, 2002 (COB FILE 6.1- 7308). AND NOTES "STREET IMPROVEMENT NOTES" AND "ASPHALT CONCRETE PAVING-AGGREGATE BASE" FOUND ON .THOSE -PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. ALL WORK RELATING TO TRAFFIC SIGNAL WORK ALONG GALLOWAY ROAD ARE A PART OF PLANS TITHED T/= 9 O � "GALLOWAY ENTRANCE SIGNAL AT NORTHWEST PROMENADE" (COB FILE 3.2 -386): R VAL UE- 58, CA L L 0 WA Y L:)Rl VE— S TREET IMPROV�'MENTS SHEET N0. 300-9 NORTH OF ROSEDALE HWY TO NORTHWEST Fl" OM�MADE ENTRANCE � of �