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HomeMy WebLinkAbout6.1-1666• • • PAVING • NOTES. A alt concrete shall be T A (modified) for ail arterial and collector streets and T e B (modified) for local tr t n ll � " . . ,• yip streets � a d shall conform orrn to the provisions in Section 39, : Asp�h a! t Concrete , o the Stared Sp�ecr�a�t ns and the # prov ions. Pry or to the tin of alt binder, the combined mineral aggregate for Type A (modified) or T e (modified) � B asphalt concrete shall conform to the requirements of Section 39 -2.02, "A te," of the Standard Spocifications for 3/4" maximum, modiurn grading. Asphalt binder for T � p e A (modified) a asphalt concrete shall be P� 64 10 performance carded asphalt, unless otherwise der -acted by the Engineer. Asphalt binder for Type e B (modified) asphalt concrete shall be 64-10 performance graded ospholt, unless otherwise directed by the Engineer. The asphalt binder shall conform to the requirements *in the table for Steam Refined Paving Malt s, in Section 92 -1.02, Grades, of the Standard Specifications. The amount of asphalt Wonder to be mixed with the mineral e"to shad be determined by the Contractor in accord ance with California Teat Method 367 using eor fee of materials proposed for use in the work. The amount of asphalt binder shell be approved by the Engineer. At least 14 , - - da prior to the start of work, the Contractor shall submit the following for the En sneers review and approval. a. A list of create and asphalt sources. b. Documentation verifying that that the aggregates to be incorporated in the work conform to the requirements of Section 39 -2.02, "Aggregate," of the Standard Specifications and theme special prov ions. Material sieve anal sirs and d equivalent team rowl is should not be older than six months. All other test results should not be of der than one ( 1 ) year. C. An asphalt concrete mix determined in accordance with � - th California Ca�I�fornra Test 367. Laboratory test results on which the design �s based shall be submitted with the mix ales :ran along with the theoretical maximum donsky of the doeign mixture as determined by ASTM D -2041. The asphalt concrete mix shall meet the requirements of Section 39 -2.02, A gqr to , o f the e Standard Specifications and these Special provisions. If the data submitted shows that the materials are substantially the same as when the design was proved, the may be up to three (3) years old. The Developer shall bear all costs associated with the asphalt concrete mix design. Where new asphalt concrete pavement is to conform form to existing paved surfaces, the existing pavement shall be saw cut. . prime coat will not b e required on non -paved areas to be surfaced prior to the placement of asphalt con crete however, all other requirements of Sect . on 39-4.01, *Sub grade," of the Standard Specifications shall be met. The area to which paint bind or has been allied sh ll be closed to public traffic. Came sh ll be token to avoid trucking binder material onto the existing pavement surface beyond the lets of construction. Pawing j ints shall match str' a locations unless otherwise permitted by the Engineer. n ersec kMs and tapered shoulders shall be surfaced as directed by the Engineer. Additkmol asphalt concrete shall be placed at rood connections and private drives, where shown on the plans and as directed by the En"00r, and the hand raced, if nocessor yo and compacted to form wnooth, tapered connections. More the c acted thickness of a la of a- alt concrete Is 0.15 foot or Less oven opera tons shall be con in such a paving op� ductal su manner that, at the end of each work shift, the lath of parent along the I i Ion tudenal drop-off between adcemt lanes is not greater that that which can be surfaced me the follows eft of normal pa operations. Additional shalt concrete kcall be placed along he transverse answerse offs each lane. Such additional � drop-offs asphalt concrete slnoll be hand raked and compacted to form temporary conforms before the lanes are opened to public traffic. Kraft paper, or other approved bond bro ker, may be placed under the conforms to facilitate the removal of the conforms when pang operations resume. WWlhhere the compacted thickness of a layer of asphalt concrete is more than 0.15 foot, Pay - operations shall be conducted in such manner that the la of asphalt concrete is laced contiguous lanes of h t e traveled way before the lees are opened to public traffic. At the end of each work shift, the distance between the ends of a lam- of shalt concrete on adjacent Ic°tes mall not be greater than 10 feet. Additional asphalt concrete sholl be place along the transverse offs on each lone and along the longitudinal drop-off between ad cent lanes. Such additional asphalt concrete shall be hand raked and compOcted to form ter �orary conforms before the lanes are open to public traffic.Kraft paper, or other roved bond breaker, may be laced under the conforms to facilitate the removal of the P P Y P conforms when paving operations re me. Asphalt caner .. _ concrete shall be compacted to a minimum 92 percent of the maximum theoretical desnslty as determined by ASTIR D 2041. In _ place density shatl be determined in accordance with California Test 375. If the in --place density of any lot of asphalt concrete is loss than 92 percent or eater than 4 percent of the maximum theoretical spit , the contractor will be advised that the required relative P p Y � c . octwn i not . s o being attained and that the materials or procures or both, if needed, n adjustment. strnent. A alt concrete spreading operations Mnall not continue until the Contractor has notified the Cat n , eeof the adjustment that will be mode in order to meet the reed compaction. If any successive test after nonce is given does not meet the specified range, the shalt concrete represented by that lot shad be mowed and replaced with material that meets the in -place density requirements. t If the test results for any lot of asphalt concrete that the relative compaction �s elther less than 90 or more than 96 the asphalt concrete represented by that lot shall be removed and replaced with material that does meet the in- place density requirement. The corrective work shall be at the Developers expense. - P If , the finished surface- of the asphalt concrete does not n set the specified surface tolerances, it shall be brought wither tolerance by either: (1) abrasive gritinding with equipment utilizing diamond blades, 2 emova# and r l oment, or (3) la cem t of a�n a alt concrete ov a • The method w ll be selected b the En neer. The corrective work shall be at th D ' (�' P� � Y Y � e Developer's expense. If + rndsr 9 s used to brig the finished surface to specified surface tolerances, ad�d�t�ona� �nc�rn shall be performed, as necessary, to enlarge 9r 9 P Y 9 the grinding area so that the 9 9 longitudinal I��r�iis of 9 grinding are at a constant of fset • from, and are parallel to, the nearest Kane I in a or paven^r en t edge, and the transverse limits o f gririding are normal to the pa verrr en t ken ter! tn e. All sou n d areas Mn al l be noot rectangular area of uniform � f - sur ace �arana;e. Abrasive - b ostv�e �ra�an Mnall conform to the requirements �n the first araa hand the last fax,rr oho r hs of Section 42 2.02 *Construction,* uctron, of the Standard Specifications. A f � sea # coat shall be applied to all f n r asphalt surfaces at the Duel sexpense. The f "d coat sn ll be either asphalt rejuveriating agent or asphaltic al t rc emulsion as directed by the Engineer. COMBINATION TYPE SIDEWALK S -7 STANDARD Arterial d collector street baa�e materrael alna�ll be crushed to bar: (CAB) conforming to section 200-2.2 of the Groenbook . Buse material for local streets mall be CAB or fine gradation C ph, I OrILI s Bares conforming to Section 200 -2.4 of the "Greenbook "• HANDICAP RAMP S -31 ATTENTION EAMUG =nQN 'A - LAnQN& THICKNESS A/C (0.32TI1 00-RV) T. I. = 6.5 0.0032(6.5X100-78) RV CL 2 AB 78 = 0.4576 GE CL 2 AB = 1.1 + 0, - SAFETY FACTOR RV NATIVE SOIL = 39 0.6576 G•E. A/C GFOTI = 6.5 IS 2.14 0.31 A C .4 THICKNESS USE '�0 � A C (*C.O.B. SS A/C / % } 2.14 THICKNESS CL 2 A.B. (0-0032XTIX1 00-RV) = 0.0032(6.5X100 -39) 1.269 = 1.269 + 0.2 - SAFETY FACTOR 1.469 - 0.658 = 0.611 THICKNESS 0.811 = 0.74' CL 2 AEA USE . 7 ' ASS CL 2 A.B. 0 � 1.1 STET SECTION = *0.45 A/C PAVEMENT OVER 0.75' CL 2 ACC. BASE OVER *1.60' NATIVE SOIL COMPACEM TO 95% * = CITY OF BAKERSPIELD MINIMUM NOTE- TO OWNER AND CONTRACTOR NOTE& 24 N0(1R NOTICE: F'R1QR 7q THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC K D UBL C WI�OR S DEPARTMENT TMENT FOR ANY WK PERFUMED WITHIN EXISTING ACCEPTED SIRE T RIGHT-OF-WAY. E UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. A _W0111"s 0 a X12-Iff: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILTY FOR ,SOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, I NCLU DING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL DORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD TOE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNiECTI ON WWI TH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE Nj IE GLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR MALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMII SSI ON S AND IT SHALL BE TH-E CONTRACTOR'S RESPONSIBILITY TO VERIFY FACILITIES IN THE FIELD PRIOR TO CONSTRUCTION. ANY EXISTING OFF -SITE IMPROVEMENT OR UTILITY REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE AS DIRECTED BY THE ENGINEER AND APPROVED BY THE CITY OF BAKERSFIELD. SURFACES TO RECEIVE CONCRETE DRIVEWAY AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF TWELVE INCHES BELOW THE GRADING PLANE IN CUT AREAS OR TWELVE INCITES BELOW THE DESIGN FINISH SURFACE. ENGINEERED FILL FILL SHALL BE PLACED AS DESCRIBED ABOVE. COMPACTION IN PROPOSED PAVEMENT AREAS SHALL BE A L41NNIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM D-1557-78 METHOD A. AND SHOULD EXTEND A MINIMUM DISTANCE OF TWO FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS. NO BUILDING PERMIT WILL BL ISSUED BY THE CITY OF BAKERSFIELD UNTIL SUCH TIME AS THE FINISHED GRADING HAS BEEN CERTIFIED BY THE ENGINEER AND "AS BUILT PLANS" & A FINAL SOILS REPORT HAS BEEN SUBMITTED TO THE ENGINEER. THE CONTRACTOR SHALL PROVIDE THE ENGINEER W11TH "AS BUILT" PLANS & A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING UPON COMPLETION OF THE WORK. THE COST THEROF SHALL BE PAID BY THE CONTRACTOR. CONCRETE WORK SMALL BE V THIN A TOLERANCE 0.015'. CONCRETE TO BE AMAIN. 2500 psi IN 26 DAYS. TITLE SHEE T STREET IMPROVEMENT PLANS 1801 EAST BRUiN"A" LANE S40 40 COR 01F COTTONWOOD ROAD INTERSECTION VICINITY MAP: N TS 1� PAOVMDE LEVEL 8EWCF1ES FOR FlLL SLOPES GlREAIElt THAN 5:1 too, x.00' (SEE SOILS REPO RT & KERN CO. MIN& GRAMG STD. PLATE NO. G -4) FILL BENCHING DETAIL M.T.S. MATERIALS LIST A/C PALING = 4036 CU. FT. ACC. BASE 6043 CU. FT. TYPE "B" CURB AND GUTTER 772 L. FT. STANDARD 5.5' SIDEWALK = 36 Std. FT. s DRIVEWAY APPROACH (2) � s X1 4 o 840S. FT. A.D.A. H /C RAMPS a RETURNS = 3 EACH STANDARD CATCH BASIN = 1 EA. STANDARD JUNCTION BOX = 2 EA, STANDARD SEWER MANHOLE = 2 EA. STANDARD MANHOLE FRAME & LID = 5 EA, 16" R.C.P. STORM DRAIN PIPE = 25' 6" VCP SEWER PIPE = 60, TRAFFIC SIGNALS = RELOCATE 2 EA. STREET LIGHT = 1 EA, STREETSIGNS = 7 EA, CITY OF BAKERSFIELD STANDAR SUBDIVISION ENGINEERING DESIGN MANUAL PLATE N0. STD DETAIL NAME S -1 TYPE "B" STD 6" CURB & GUTTER S -2 STANDARD COMMERCIAL DRIVEWAY S -3 STANDARD COMBINATION TYPE SIDEWALK S -7 STANDARD MANHOLE TYPE "A" SEWER S -8 STANDARD MANHOLE FRAME & COVER S -41 STANDARD HANDICAP RAMP S -31 STANDARD STREET LIGHT S -12 STANDARD CATCH BASIN S -14 STANDARD GUTTER DEPRESSION S -19 STANDARD JUNCTION BOX T -19 STANDARD MISCELLANEOUS SIGN DETAIL T -33 STANDARD CONDUIT LOCATION T -34 STANDARD TRAFFIC SIGNAL PULL BOX DISCLAIMER NOTE RUM- 0 e PLATE TRAN',IL21 88 " B3-11 SHEET 1.) TITLE SHEET / GENERAL MOTES 2.) EXISTING SITE / DEMOLITION PLAN 3. ) BRUNDAGE LANE PLAN do PROFILE 4. COTTONWOOD ROAD FLAN dt PROFILE 5.) HWY 58 WESTBOUND ON RAMP CROSS SEC11C)NS 6.) CALTRANS CURB RAMP DETAILS RSA A88A 7.) CALTRANS RETAINING WALL TYPE 6 SP B3 -11 8.) CALTRANS RETAINING WALL DETAILS # 1 SP 83 -8 9.) CALTRANS RETAINING WALL DETAILS # 2 SAP' 83 -9 10.) CITY OF BAKERSFIELD TRAFFIC SIGNAL RELOCATION PLAN 11.) TRAFFIC MARKINGS, STRIPING AND SIGNAG.E PLAN ,BENCHMARK USED: THE BENCHMARK USED FOR THIS PROJECT IS CHISELED "0" ON 1/2 DELTA T.C. AT SE CURB RETURN AT INT. OF MARTIN LUTHER KING BLVD. k VIRGINIA AVE. ELEVATION = 394.60 / U.S.G.S. BENCHMARK SET: THE BENCHMARK SET FOR THIS PROJECT IS THE SOUTH END OF THE CATCH BASIN ON THE EAST SIDE OF COTTONWOOD ROAD NORTH OF HWY 58 OVERCROSSING ELEVATION = 385.15 / U.S*-G.S. CALIFORNIA DEPARTMENT OF >RTATION STANDARDS USED 40. STD DETAIL NAME CURB RAMP DETAILS RETAINING WALL DETAILS N0. 1 RETAINING WALL DETAILS N0. 2 6' MAX RETAINING WALL TYPE 6 1111111111111g, 1111111111 wrollacei T Call before you sir Dig . f I I` f f I a 11412*1 CITY "tRAFFiC E QATE V". ASSISTANT Pt18i,.iC W01liCS DIRECTOR DATE APPROVED BY: ass, D. �4 y �v Ems. 3 9h30-2015 r Ne. 21831 � 3/� FtAUL Y. 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': .-f I 6 / '­', ,,,, I r �, , .1"', "", I 11­,-'�, �� 4 I � /I "'," 11.1-1 11�11 1. ,�e I , I I ;"',��l 10, le l", I �, � * ­ '� �� �1.11 � ,� '1�1 .L � I yj "I -_ , , , LL K THE �A � il i �11 i � \ I ( / APPROMIUATt ONLY, IT SHA ', �'_," %. 11 il.", lowk c�,'�'�,,, ("'j" -, , l 1; w 4 ",I dW ­1 I , a -1 , 1-i \` S' CHAIN UW FENCE " `�'. , I � N � � I/ ,"'I ­ .,% % I 11 .. . : I tt I i", I � Mau 4" 4m - I , I , � o I 0*) :: `-, 11 � " � I'll - i I 1i I , \ 0 ;, I � ,", e _� , 11 � : I CTOWS rmw � .1. 1-1 I ,;::� )l, Li . I\ Il, 41 I I :,�," I ,t I .. i ) . I I cow"TRA I 11 0 �F, � �11 A �, X) Lli I - w 01 .� �, �, f ft W. 6 1 1 \ � � � L 11 :e .1 tl. �', ,*It, I I - I I ­.­_ ,�. \, � .." I I 6 , ` a I i"?, I N_ . %, �1_ 0) l lt"' I , ,_ I I .1 � . � 0. � I �, q IL L I , 1� ,­ I .� , a I ,. I.., I 1, _�.; i 11 :1 V5. . � I � ,I 0% I , ". I � 11 I i �. DIETE114" M_ EXACT HQIMWT& AM I � - � 11 - i i � � � F . , 1, I I I \j . Va.& -0.01: i l � ; I I I � i z . I F_ A / I I 11 � ` " I 00 I , I I ,�' �, � , i :� . � . .: I I 9 � I I -_ I 0 _; tjn, I I \ M ,ft `� IL I i� "Itt, . ,-- VENTOM- LOCATM CIF ALL EM, 71W � I - %, l . 0 , ,: /11, P�) 11, o � . I I I. � tl � , � 6 ,,, ADDITIONAL DEDICATION OF 450 RAD. �, � , , I t �, I �.��:: N 9 � , ,� -) __"' 11 . 'i I "_� i ;* � t,i i 1 A f I 6 ,� I , I , 0 . 1 , ,. :, ; r.. I L0 � ; '� � 1, Adwk.mummmk-Aft.� U14" I 1, a, �, I , 0 �� . _ �_ 6 ! a �: �­, I I b I \ � I t 1, ,. . I I I/ 4% :_ � I " , 1� � ,- I I I � , I � �, . � I l ." N TWO"* " 1, I I �; 1, 0. " I 1, a -, � _ 1, W g (A S I ; �,,T .. .. ... �� .1 l I ANLAft i i k" I . ____­1 � I �11111 P" TO , , 4C r " 11 � �, 11, 1. - 41 � " Y 1�1, 0 PROP. ANGLE POINTS (TYP 4 LOC.) � /li .\ I � , � I 'I , Z:� "I" 'i" I 11�,11111,,`11' V, ,..'�� ,, I I I I 6 I 'll- . 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I'� �� "', �,, ..", ,!., � I I z / 0 \ i � I/ 4, .J Y, I ,I 1, , ,,, . � I t�,� I "', ,�, �, � I l . � �. , -2, � I "I . u, � � 11 I 17 A i � � ,,, 1* , I . � - S� / \ � . � / , 'j \ I " � i I I ,. /' ,L7 ."', , \ i / � I 0 / �' it: � 4 1. 111� � ,,,'� \ 11 I f �, I/" �� I �� I I � 11, \\\ \ , ".o i 1'1,�:� � � , t�:�:�:�L�L, "' 1� I 1 j4, �; � _� , I I :.� " 1 . � i I (I \ I , I 1, , � �, �/ ", / I 1. � � / , ,, ""�� � 11 p � (n ,� ?� �� '\ I t_"',.,.1 I -1 / / ,I \ 11, .. � I �� - � - - 11 I .� :, I? .1 . ft , h � , � ,""'­ \ � ; � 11 I 1, 1 ,",5 ,,, �. 'I, v; ' "L_' - - 11 1 m. I I., _�, "' I / \ 1 i 41.11 1 , : " TO', THE STATE OF CALIFORNIA D.O.T. FUTURE F�ETAINJNG � <:��j� = STREET LIGHT# FROM C-0,13, . r r � 111. 44 i f _ . 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F.S. ..-.ljjjjl.-_""`� *EXISTING A/C PAVEMENT TO BE REPLACED* 'o""`� *AS REQUIRED BY THE CITY ENGINEER* am- M ;* IST 1 O" WATER MAIN 383.12 Top L RCP " � I A-1- MOTFO t-Alb, I D* K.U.r. %Z� I unm ur%^IIN . Lou 0 lo- EXIST. UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE z r w a RECORDS, ENGINEER MAKES NO CLAIM THAT ALL UTILITIES ARE 0 C) � S SHOWN ARE IN THE EXACT LOCATION SHOWN . OR THAT THE ONE AS PLOTTED, CONTRACTOR MUST FIELD VERIFY EXACT HORIZONTAL AND VERTICAL POSITIONS PRIOR TO START OF CONST. CONSTRUCT PIPE SADDLES PIER C.O.B. STD. D-9 375.87 INV 8* RP R LATERAL 0 0.35% 1 L 47 ± - B co LT _ONwo o..D ROA * SC": H.- I = 4' v 0 ij , 1A�w4 D - - IR - 377.58 . N 7w . RCP- 376.03 INV* T SECTION 3: N%%%. I cl 5w . 6 2 - I 1 0*78"± - -, , .. �h. '%AV 0 - U.1 I � I . I L z 0- EXIST. EDGE NA L . '0 .> I ;p a 1 2% I 1111100=6-�_, #. /� 3: p..._.".ww..w.vw.,ow,wNw"w_ . . ­ � . cl 0 ..,...Fw awow ........00.000.000, .- .....'a. dow " . .J r iiiiiiiiiiiiiiiiii 2.44X aw- I . I __ low - _--woll . q DRI'VEWAY t - 0,45' ASPHALT CONCRETE 0,75' CL. 11 A,B, - ft N 1,6" MIN. COMPACTED LO I - 0 SUBGRAD 0 � RELATIVE COMPATION 376.72 , L I TOP P_tPlE 4 4 � i I 0 AUEHTjQN ALL Q LI .to ""'n- I _ _ I - BACJM: 0 , PROVIDE CASING 0 UNI'MRGROUND TELEPHONE. ELECTR11CAL9 GAS9 CABLE A-NI TRA,.F,Ftc SpG CROSS04G FOR NEW � D .N,A[- LINiLES ARE TO BE SEWER LATERAL LOCATED pRtOR To START OF CONSTRUCTION - - L - . I . � 1,; I z . -. 1% I __� , - � I , I . .� I � I . A � � - I ; * . ,t> I . S . �t>, - ' " L, /, LOT . 0 a I . 7- L � L LLL � I . I � it I � _____________­__ll ___­_­ ------- ___ _____ll________, k i � I 5 � " NO. i I ____ 07219 1 lr___ ______________,__-,--,-- _----­­-------­__ I'll, * & � - .. I .... - "I ft,A,ma,,mu&A0"ft I DWG ­--i I � n*wO721 W 11 I - I I t � - �4 0, , .1 ­Ab.e q , ­-Rdium� A6d - - an 01101w "I - dv% "Ep - � . - / \�wp (.4 � \,, . , , v � %, 405 w Z 400 395 390 405 400 395 390 • IN* 12 NFW A /r. r.1 IRA w. z .j ui z:x U'Q r% z i000' Z W f4- 0 X& W 0 LAI u 0 S. 380 J� z 40 Z do FT (P; /b 0 U U6. 00 L0 ir SCALE.* 1 30 LL:f Al > N d N 3 awm um "DAM It=400 OD L=20.40 40 Twi*M*2 K4 341 v 40 yr 40 co" e6l 40 UK oi X87.50- Im OF , W_. f i �; i = k.. y _ _ t 4�- `-1 L. 11% . All Pcom (TVP 4 M) Furjmv MAW STAW OF CALPOWA DAt • DW 0211114364 MR. WALL cr dw 140 S pf i ti de # ,' � �. ? ^3 ',� t{ �cf'4 _ I ;� ^ t / .'�'° _ Sic I J, db Pa 40 `� z x� 15W o- RAIM 55-52 54.97 o. DISCLAIMER NOTE UvUW LA" WY 2 04 17 1 Ads RUM 4F XL 10 WIN! 3 al no .00, MAK IMT ALL Imu AIK 3� W�� QD �Jn Bun ow a UNA= OSSIN S Z A' "now ......................... 167.11 S C &W I 121 15 121 4 ur W ♦ If r EXIST MENAN CURB n w 12' - - -12' 395 390 385 :1 MAX c"VI cor f%n 0 wom• 'W'W'v • w w 6 v wvww Nffiplw�maw I um %ORR 1 0 • 1 W. 07219 %AM P 380 PROPOSED RETAW G WALL _ .:/ < DWG noW721 omm �8' 1 • c � x� z en ONO P" A�e � Dt w r1� � Oi � C) rA 15W o- RAIM 55-52 54.97 o. DISCLAIMER NOTE UvUW LA" WY 2 04 17 1 Ads RUM 4F XL 10 WIN! 3 al no .00, MAK IMT ALL Imu AIK 3� W�� QD �Jn Bun ow a UNA= OSSIN S Z A' "now ......................... 167.11 S C &W I 121 15 121 4 ur W ♦ If r EXIST MENAN CURB n w 12' - - -12' 395 390 385 :1 MAX c"VI cor f%n 0 wom• 'W'W'v • w w 6 v wvww Nffiplw�maw I um %ORR 1 0 • 1 W. 07219 %AM P 380 PROPOSED RETAW G WALL _ .:/ < DWG noW721 omm �8' 1 • c � Sidewalk See Note 7 -,l� A 1.22 m Min CASE A See Notes 10 and 11 Front edge of si dewa L 10% Max at curb (.0 A 1.22 m I I n /'l A C' f"N' n Approximately 20 mi 6 6 U U U U n f""N n k iiKit"N n C"mr A ii Sidewalk �pra;r9 B 150 mm Typ -I , 53 m M i n Retaining curb .f f necessary at edge of s i dewa t k 8 33% 2% Max T 33% Max C3 Max X X: C5 X X r CU 0i d OIM: 10% Max at curb �� 1 1W -W 1W A 100 Sidewalk See Note 7 Front edge of sidewalk See Notes 10 and 1 1 Plantin oLrea--­-_, ix lk f provided DETAIL A �a cr NV 10% Max at curb 150 mm Typ r r -ur i tr tf u y qff of s dewa I k -,ll I Utf WU k K E: See 0i Note 7-,,, N Sidewalk Top of ramp Gutter Rounded f Low I 'I ne-r- S�dewatk Reta i n i ng curb necessar A I Retaining curb if C c necessary at edge of s i dewa ll� Sidewalk The State of Ca4ifomic or its officers or agonts *hall not be relonsibl• for the accuracy or completeness of electronic copies of this plan sheet* NOTES To get to the Cdtrans web site, go to: h JOB o 1. As site conditions dictate, Case A through Case G curb romps may be used for corner installations similar to those shown in Detail A and ��J 'See Notes 10 and 11 Note 7 Detail B. The case of curb ramps used in Detail A do not have to be CASE C the same. Case A through Case G curb ramps also may be used at mid hlnr -4r Inrntinnq-nq. q*ltp- rnn(ifionq (iintntp. JW 1% Front edge �_, 22 m Min A CASE F tea` 150 mm Typ Retaining Curio C both sides of 2. If distance from curb to back of sidewalk is too short to -ol A accommodate ramp and 1.22 m platform (landing) as shown in Case A, the sidewalk may be depressed longitudinally as in Case B, or C or S 'I dewa lk may be widened as in Case Do See 0i X 3. When ramp is located in center of curb return, crosswalk 0i o Note 7%, OJ 10% Max configuration must be similar to that shown for Detail B. _ � �'` !'� at curb sits 0 0 0 As sl le con, i ions dictate, the re aining cur si e an the flared Front ide of the Case G ramp shall be constructed in reversed position. 150 edge of sl Typ si clewo. 1 5. If located on a curve, the sides of the ramp need not be parallel, 4 t conditions t b d d d.7 CC5 U but the minimum width of the ramp shall be 1.22 m. (n X 0- 6. Side slope of ramp flares vary uniformly from a maximum of 10?: at ads curb to conform with longitudinal sidewalk slope adjacent to top of 000 the ramp, except in Case C and Case F. 1 The (;UrL) ramp shall be outlined, UZS ZjHUWH9 WILH U 111111 wide See Notes 10 Retainin.. 22 m M See Notes 10 with 6 mm grooves approximately 20 mm on center. See and 1 1 border wi and 1 1 Curb A grooving detail. 600 mm CAS E G 8. Transitions from ramps to walks, gutters or streets shall be flush Straight See Note 4 and free of abrupt changes. Curb I I i 77\/ n I 10i A I n K I r� n A k A F) f`\ t"N n K I riii' n I K I C"77 A I I A _F I (`1 K I 81 33% Max 2% Max TJ See Note 9SECTI ❑N B-B Depress entire sidewalk as required ,TYPICAL TWO—RAMP CORNER INSTALLATION , See Note 1 gee Notes i ana i See Note 9 11.5 mm 5 9. Maximum slopes of adjoining gutters, the road surface immediately Top Dia adjacent to the curb ramp and continuous passage to the curb ramp shall not exceed 5 percent within 1.22 m of the top or bottom of 23 mm the curb ramp. 5 Base Dia U 10. Curb ramps shall have a detectable warning surface that extends the full width and 914 mm depth of the ramp. Detectable Warning Surfaces shall conform to the details on this plan and the requirements in the Special RAISED TRUNCATED 0 E 42 mm 11. The edge of the detectable warning surface nearest the street Center to shall be between 150 mm and 205 mm from the gutter flowline. 3 -,center spacing A 12. Sidewalk and ramp thickness, "T", shall be 90 mm minimum. 13. A D Utility pull boxes, manholes, vaults and all other utility facilities within the boundaries of the curb ramp will be relocated or adjusted to grade by the owner prior to, or in conjunction with, 60 mm curb ramp construction. 6p apart 14. For retrofit conditions, removal and replacement of curb apron will be at the Contractor's option, unless otherwise shown on RAISED TRUNCATED DOME project plans. L i M t of pay PATTERN (IN —LIN 1. 22 m Min DETECTABLE See Note 1 Rounded__ WARNING SURFACE -mom Gutter See Note 10 See L RETROFIT DETAIL f Low I i ne Top of ramp 1. 22 m M i n Note 9 Existing curb and sidewalk Rounded �ess,� STATE OF CALIF ❑RNIA ------ - - - - -- 0II A�; DEPARTMENT OF` TRANSP ❑RTATI ❑N 0 EXP. 8.33% MaX2' M °X 0 9-M-2015 fm N CURB RAMP DETAILS Retainin , W r" SECTION A—A curb 'I f K Me. 21 SCALE Gutter A DIMENSIONS AIM 114 f Low L i Re/_ a[ILLIYETERS UNLESS OTHERWISE SHOWN RSP A88A DATED DECEMBER 30, 2004 SUPERSEDES 2% T 4 AND STANDARD PLAN A88A 200 OL Mx RSP A88A DATED MARCH 12, �� DATED JULY I 1999-PAGE 79 OF THE STANDARD PLANS BOOK DATED JULY 1999. See Note 9 -SECTION C—C REVISED STANDARD PLAN RSP A88A � SHEET 6 OF 11 F grad( front dace H= 6, -al, H=41-811 H-3/-411 �J is I L ELEVATION 01 � zelv 12 Finished g front face FOOTING STEP DETAILS o1 11 #5 Total 2 Finished grade #5, -w ° c 7, *#*I I* amooft V�.:X 1 1 #5 4 16 9-laft- i i 2" Cement me Masonry construc #5 viii i i iIivi i ut i t viii vCr r 1 tru I J v I t I T III T I f .`jT GUUr 5E' C7fJOVe T I n I SnE'CI � grade at 32" centers for weep holes. Fill a l l cells with grout. � �I �- Optional key W TYPE 6A_____WALL Type Design H 3' -q" 4' -0" 4/-811 5/-411 6' -0" 6A W 31-311 3/-611 3 /.loll 4/-311 4,_6.. 6A OA #5 Q 161 #5 c3 16 6A O #5 a 1 #5 4 16 6A C #5 c3 16 #5 fd 16 #5 fd 16 6A OD #5 (3 15 #5 (3 15 #5 t3 15 #5 4 15 #5 4 12 NOTES: ELEVATION - MASONRY CONSTRUCTIC O M1 11 N Reinforced concrete stem #5 (3 16 #5 4 16 1.For details not shown at "613", see "6A ". / Except continuous o pervious backfil I M not required 0 c #5 Toi '/4" Premo I ded Max exNu� is i vr t joint filler ]00 DO[ Caulking = � SECTION A -A DESIGN DATA 11 2 Masonry: fm = 500 psi Ktend caulking Re i nforced " be low Concrete: f� = 1,450 psi inished grade Earth = 120 lb/ft3 4/-2 Miry The Stag of Cclifornta or its officer: or agents shvll not be rotspantibl* for the accuracy or ee3mplot*ness of electronic copiers of thin plan asst. To cwt to the Caltrons wpb site, goto: http://www.dot.co.gov = 1,500 ps i S f = 24,000 psi = 3,600 psi s f = 24,000 psi Minimum allowable so i I bearing capacity of foundation material 2. Type 6 retaining wall I I shall I I be limited to use for walls, I t s of Design H of 6' -0" or less. 3.Where traffic is adjacent to the top of wall, guard railing should be set back from the top front face of wall at least 4' -0 ". 4.Unless otherwise stipulated, the Contractor w i l l have the option of constructing the Type 6 wa lls of either masonry or reinforced concrete. 5. For reinforced concrete wa I t stem o i nt Beta i I s, See 130- 3 aid BO- 3 3 -3 3 -4 6.No splices are allowed on AO , B and C bars . 7. At D bar, no splices are allowed within 1' -8" above the top of footing. W Guard railing, see Note 3 do �ota o� Design loading: Case I and II, see Type 6A, similar I I W Reinforced I concrete stem TYPE 6B WALL #5 Total 5 Type Design H 3/-411 4 /.oil 4/-811 5,_q.. 6,_Q,l 66 W 2' -9" 3' -0" 3/-411 3,_9.. 4,_oil 6B 0 #5 ca 16 #5 (3 16 6B O #5 0 16 #5 4 16 6B C #5 (d 16 #5 4 1 #5 (d 16 66 OD #5 4 15 #5 c3 15 #5 4 15 #5 cII 15 #5 4 12 6B OE #5 4 15 #5 Q 15 #5 4 15 #5 to 15 #5 (d 12 n = 20 n = 10 = 2.0 ksf Toe of s I ope intersection Except continuous pervious backf il I not required ESSI UP. -A .00* MQ. 21i7't CIVIL. Or STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION i ; NO SCALE SHEET 7 OF 11 • • • !/2 Premo I ded expansion joint filler See Table A Vertical LO n for Offset --Stem as constructed APPROXIMATE WALL OFFSET VALUES Not required for wall Types 3 and 4 Values for offseting forms to be determined by the Engineer. H Offset H 4' -12' 200 14' -16' H 160 H 18 -20' 140 H 22/.24/ 130 22"-24## 2!/2 #5 Waterstop PLAN OF WALL WITH 0 -3 RPTnr-,F nFTATI �_Q�see 3 -4 � #5 P LAN OF WALL WITH EXPANSION JOINT ONLY 0 #5jq"rcd12 - 2-0' 0 #5416 #5�'N (312 0 1 -1w #5 L 0 #5� -N 416 Ret Wall Reinf 1.000 ot% 0.# % U 2 0 1 0 V C A T TOP OF WALL SLOPE CHANGE � /�" Exp Jt if required Where sown on the plans 1�1 6 FOOTING STEP a 11 o� #5 5 Total 3 1W LOL � C Backfill sufficiently 6 To o prevent ponding. be done after remova I of wa I I forms and before backfilling I .. behind wall. I! Iii P lace `� _ . MFG concrete in toe against �' �' �� _ � t�- undisturbed � � - material � 'API P I ace waterstop as shown when required � FG 10 -3 3-1, r_r CA c� 0 except as 3" 0 Holes perm itted by at 14' -9" the Engineer. centers DESIGN AND DRAINAGE �Ret Wall Reinf #6 �-o `O 412 2 - oil 5 J0 0 #5 � 416 /-oil 2 0 #5 ��' 416 l#5(416 ' A. ✓ + 240 psf lu I o-charge / "% e" -� ea 2 1 � CASE ZI 1 The State of California or its offreKS or agents shall not bo riapanslble for #hs accuracy or camplet�n�ss of srfctrcc�nic capes of this plan �►�t. To get to the Caltrons web site, go to: httpo //www. dot ca.-gov 240 psf Surcharge o X 0 Luvnl FIG 11 V 0 f CASE I t Q DETAIL OF DESIGN � Q, LOADING CASES 0 Case I Level + 240 psf surcharge Case II 2:1 Unlimited slope Case III 11/2nl Limited slope 5 " -0" Max height) +240 psf surcharge NOTE: Surcharge Limits Shown Apply To Retaining Walls Type 1 Ret Wall and 3. Reinf — #5 Total 3 " \ C t xJ HIV (416 Bridge Detail 3 -4 - _ -o 0 �E1 ' -0•• �n � #5 � �' (316 Bridge Detail 3 -4� * � #5 `v *1' -0" - *Omit when Bridge Detail 3 -4 5' -0" Max Bridge Detail 3 -4 ida is not required. PLAN (For return wall Type "A ") FG 2-#5�� near side Top of wall level 2- S' I LOL FG near side - 0 ELEVATION RETURN W ALL TYPE "A" Use where H--8" or less PLAN *Omit when Bridge Detail 3 -4 is not required. (For return wall Type "B ") PLAN (For return wall Type "C ") L � L 0 L L � '"' "" —Top of wall level 10' -0" Max LOL FG near side_ ELEVATION 0 #5J�Mm16 2 oil 0 #S N m16 � i- 0 Ret Wall Reinf #5 Total 3 - #5c416 - #5 Total 4 (For return wall Type "D") 2 - #5 ` Top of wall level ° FG near sides � 3' -0" , i (316 -' C_ 1 RETURN WALL TYPE Use where H =10' or more on offset walls 2- ELEVATION RETURN WALL TYPE "C" Use where H =10' or more on straight walls LOL 2 - #5, Total 4 ELEVATION RETURN WALL TYPE "D" Use where H =6' or less �--- Standard batter Dimensions Q , 2 and 03 to be as shown elsewhere in the Project Plans, 40 Stem width at base of haunch to be determined as shown. STEM WIDTH AT BASE OF HAUNCH NOTES: Design Conditions: Design "H" may be exceeded by 6" before going to the next size. Special footing design i s required where foundation material is incapable of supporting tom pressure listed in table. Return wall not required unless shown e I sewhere. Design Data: fc = 19450 p ' = 3, 600 ps i S f = 24 , 000 p Sl n = 1�0 earth = 120 lb/' ft 3 240 psf surcharge: Equ i va I en t f lu i d pressure = 36 psf/Ft maximum for determination of toe pressure. 27 psf/Ft minimum for determination of heel pressure. Earth pressures for 2:1 unlimited slope, 11/281 s I ope, and 1 �/2 :1 un I i m i ted slope, determined from Rankine*#s formula with 0=33042"a STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION NO SCALE SHEET 8 OF 11 2- i i ii <O GENERAL NOTES,.- 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED MAY, 2006), THE CALIFORNIA M.U.T.C.D., THE SPECIAL PROVISIONS, AND THIS PLAN. 2. CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND MATERIALS INCLUDING ALL MOUNTING HARDWARE EXCEPT AS NOTED. 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. PHONE UNDERGROUND SERVICE ALERT AT (800) 642-2444. POT HOLING REQUIRED FOR UTILITIES SHALL BE THE RESPONSABILITY OF THE CONTRACTOR. 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS FROM THE ENGINEER IN THE FIELD PRIOR TO FINAL PLACEMENT OF SIGNAL POLES. 5. ALL PULL BOXES SHALL BE #5 AND CONDUIT 3" RIGID GALVANIZED METAL EXCEPT AS SHOWN ON PLAN OR AS NOTED IN SPECIFICATIONS. PHASE DIAGRAM MAST ARM GROUP A GROUP B z TO THIS LOCATION.. REMOVE EXISTING FOUNDATION. STANDARD [2] = CONSTRUCT FOUNDATION FOR & RELOCATE EXIST. TYPE III BF SERVICE TO THIS LOCATION. REMOVE EXISTING FOUNDATION. SIONALS 0 1 0 2 0 3 0 4 z [4] CONSTRUCT FOUNDATION FOR & RELOCATE EXIST. POLE@TO HERE. REMOVE EXISTING FOUNDATION 151 SV-1—T Z z 0 04 0 5 0 6 25' MAS MAS--4,B- GENERAL NOTES,.- 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED MAY, 2006), THE CALIFORNIA M.U.T.C.D., THE SPECIAL PROVISIONS, AND THIS PLAN. 2. CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND MATERIALS INCLUDING ALL MOUNTING HARDWARE EXCEPT AS NOTED. 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. PHONE UNDERGROUND SERVICE ALERT AT (800) 642-2444. POT HOLING REQUIRED FOR UTILITIES SHALL BE THE RESPONSABILITY OF THE CONTRACTOR. 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS FROM THE ENGINEER IN THE FIELD PRIOR TO FINAL PLACEMENT OF SIGNAL POLES. 5. ALL PULL BOXES SHALL BE #5 AND CONDUIT 3" RIGID GALVANIZED METAL EXCEPT AS SHOWN ON PLAN OR AS NOTED IN SPECIFICATIONS. • 1 •' t CONSTRUCTION NOTES'*— MAST ARM 1Q CONSTRUCT FOUNDATION FOR & RELOCATE EXIST. TYPE 170 CONTROLER AND 332 CABINET. TO THIS LOCATION.. REMOVE EXISTING FOUNDATION. STANDARD [2] = CONSTRUCT FOUNDATION FOR & RELOCATE EXIST. TYPE III BF SERVICE TO THIS LOCATION. REMOVE EXISTING FOUNDATION. SIONALS Q3 CONSTRUCT FOUNDATION FOR & RELOCATE EXIST. POLE @TO HERE. REMOVE EXISTING FOUNDATION [4] CONSTRUCT FOUNDATION FOR & RELOCATE EXIST. POLE@TO HERE. REMOVE EXISTING FOUNDATION • 1 •' t CO SIZE MAST ARM --POLE IGNALS Elm- LOC. STANDARD T IN TWIMiP VEHICLE WALK W-W D REMARKS SIONALS ,CONDUCTOR I RU�,�, m 151 SV-1—T Z z 0 04 19-4-80 25' MAS MAS--4,B- SP-1—T 04 1 A TV— 2— T q --I PA os�00000s0000000��� 04 � : .. . - eeeeeeee�eee�o 15' SV-1 MAS SP-1—T 02 o4 RELOCATE POLE & SIGNAL L) vii 40" A 'r LT -MAT EQUIPMENT AS SHOWN ����� 1 A TV-2—T SP-1—T o4 i�g CONDUCTOR RELOCATE POLE & SIGNAL UIPMENT AS SHOWNSV-1 z 0 15# —T z Z LO • 26-4-80 40 MAS 02 z MAS-4B, Ile C5 z F 1A CL LAJ TV-2—T SP-1--T 02 PRE EMPTION CABLE 15' SV-1 —T MAS V) ()v E,SS It 0 40' LT MAT �i�y H 1A TV-2—T SHEET No. 26543 10 EXP. 3-31-201 JOB N 0. � � civic OF' CA \f DWG 0 1 DET. 2 DET. ,0 3 DET. 0 4 DET. 10 5 DET. 0 6 DET. 0 7 DET. 0 8 DET* ����v���mmoososommi����� iSERMCE PRIMARY 0 MENNEN mommom �SERMCE SECONDARY i, INTERCONNECT * REMOVE EXISTING CABLE /CONDUCTOR. INSTALL NEW CABLE /CONDUCTOR. SCHEDULE MAST ARM --POLE IGNALS LOC. STANDARD T IN TWIMiP VEHICLE WALK W-W D REMARKS SIONALS 0 0 m 151 SV-1—T Z z 0 04 19-4-80 25' MAS MAS--4,B- SP-1—T 04 1 A TV— 2— T 04 26-4-80 15' SV-1 MAS SP-1—T 02 o4 RELOCATE POLE & SIGNAL L) vii 40" A 'r LT -MAT EQUIPMENT AS SHOWN 1 A TV-2—T SP-1—T o4 02 RELOCATE POLE & SIGNAL UIPMENT AS SHOWNSV-1 z 0 15# —T z Z LO • 26-4-80 40 MAS 02 z MAS-4B, Ile C5 z F 1A CL LAJ TV-2—T SP-1--T 02 26-4--80 15' SV-1 —T MAS V) ()v E,SS It 0 40' LT MAT �i�y H 1A TV-2—T SHEET No. 26543 10 L CALIFORNIA V OF BAK RS F�� I NOW Ito EXIST 2" C*4dIc J ii it I it I it I i ii EAST BRUNDAGE I -PAN E 03 H r V �w _v _w —w —w —w w v _w v ' '` —4 B -YiO 4 G 1 .1 04 04 ///104 lot zoo --------- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 06 --- -- ------------------------------------------------------------------------ ---------------------------------------- -- o5' SD _ SD SD ST; SD SD SD SD — SD SD SD SD — SD -- SI) — SD — SD — SD — SD -- SD -- SD SID —­ SD — SD ---- SD SD --- SD SD SD SD s SD SD D > at 6J4L w 12- — S\,WR— SWR— SWR— SWR— SWR— SWR— SWR— SWR— S\*/R— SWR-- SWR— SWR---- 'S\v/R-- SVR—­ S\oiR-- S\*R— S\,WR-- SWR— S*Ii, SWR SWR SWR SWR WR SWR ---VS\gtR SW S swp I ;WR— SWR— SWR 11+00 12 00 + cv__+ 06 6AU SWR----- S�wR— S\v/R-- SWR-- SWR--­-- —S SWR SWR s s SWR— SWR— SWR— SWR SWItw-- Swlt— SW-R— S VR� SWIZ– SWR— SWR— SWR— SWR— SWR— SWR— SWR--- S\WR--- SWR-- SWR-- Q. + R 4 4 01 > 0 ' 1 - --- 1 1 1 u 041 s EXIST 1 C.2dIc..7 5JIU----------------- 05 EXIST 2" Co 1 dIc --Mow-" 214U > _w —w- _w w _w —w —w w v —w —w —w w W —w a. 02 > wo a- 042 214L at EXIST. 1.5" Cio 1 FIBER OPTIC CABLE w w w w V W W W v v _v V w v w _w _w _w —w —w ----__--.-------- •------ .------ _____.— r---__ wv wv w cid > L FO F01 FO F F4 FO Izo F 0 ru v ----- •-- ._..__--- _------ _._- _ - - --- R.Q.W. UN No wo NummommwAft NOW \wvNOW am am 49� 02 7 \\03 03A 03 c 9 " FIBER OPTIC BOX RELOCATE AS NOTED 000 mNN2Cv 2,0 FIBER OPTIC BOX AND RESPLICE AS NEEDED. NOTE SPECIAL TOOLS AND TRAINING ARE REQUIRED i i TO SLICE FIBER PER, CITY STANDARDS. CONTACT 0 JOHN USSERY 0 (661) 326-35,81 FOR DETAILS. EXIST 3 Cp 02 _.Now EXIST 3" Cs 3#6 II �f ' t a > > 21.- 1.5" C, 1 FIBER OPTIC CABLE it > r • D --" �� , I PVIR co f a wv c FO 0 > 13k a_ wv 1AB I > 6 6 RELOCATE FIBER OPI i # i # �� / �, BOX TO THIS LOCATI > t `� / , 18 A > 11 ad EXIST. 11G&E a. r - -------- W 2)) C 2 #6 SERMCEI POWT > at 2 EXIST 1. 5'0 1 iii 1� C, 1 di c ! #! f i D 1­41 SD LSD A 04 • i iii • �• � � � j 1� i ETAIL S.E. CORNER at C3 SCALE 1 10' of > a. > 11 lilt SCALE. 1 " = 20' PUBLIC WORKS DEPARTMENT ZZ Z COO po cc 0 C) 0 • z z w qc:c a C' < C) LjNNJ 0. 0 UJ m a 0 LA. 0 z < L LLJ 0 000 �- < j Z z 0 LAj 0 L.Li :D .j :2 %.j 0 z ui :m (.) 0� w- < 0 z U. ONSONOW 0 j < z Ljj < Z .,.1 (0 Lj Lj 0 0 Lj 0 < 0 0 y < UJ "Loom.0 3c: Z I U. < ::) p" 0 co < < m m (0 LLj m . (i LLJ U. L4. Z 00 >- W 0 Z 0 :m 0 M (.) 0 W LLJ 0 Z tNN- Q. CLe C Lij 0L. LA. < CL w • Oz V) I I PUBLIC WORKS TRAFFIC ENGINEERING COTTONWOOD ROAD AND BRUNDAGE LANE TRAFFIC SIGNAL MODIFICATION PLAN OF 11 07219 NEWSTRIPING LAND D. 1jjj 0 'P :1 j`v EXP. '��, 6-30 2_1 NO. l� 2� OF CA0Fd C n +� LL, m Z z 0 04 C U) 5; ON U-1 to L) vii x z uj V-) z 0 z Z LO V) > w z Ile C5 z ;4 g CL LAJ LLI Q_ 0 0� V) ()v E,SS It 0 z I I PUBLIC WORKS TRAFFIC ENGINEERING COTTONWOOD ROAD AND BRUNDAGE LANE TRAFFIC SIGNAL MODIFICATION PLAN OF 11 07219 NEWSTRIPING LAND D. 1jjj 0 'P :1 j`v EXP. '��, 6-30 2_1 NO. l� 2� OF CA0Fd C n +� LL, m Z z 0 04 C U) 5; ON U-1 to L) vii x z uj V-) z 0 z Z LO V) > w Ile C5 z ;4 g CL LAJ LLI Q_ 0 0� ()v E,SS It 0 z �i�y �rQ` y SHEET No. 26543 10 EXP. 3-31-201 JOB N 0. � � civic OF' CA \f DWG I I PUBLIC WORKS TRAFFIC ENGINEERING COTTONWOOD ROAD AND BRUNDAGE LANE TRAFFIC SIGNAL MODIFICATION PLAN OF 11 07219 NEWSTRIPING LAND D. 1jjj 0 'P :1 j`v EXP. '��, 6-30 2_1 NO. l� 2� OF CA0Fd C n +� „-OADSIDE SIGN AND PAVEMENT DELENIATION NOTES.*., LEGENDS AND RAISED PAVEMENT MARKERS SHALL BE PER CALTRANS TRAFFIC STRIPING PAVEMENT L DATED MAY 2006, AND THE CALIFORNIA M.U.T.C.D.s LATEST EDITION. STANDARD PLANS AND SPECIFICATIONS OR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC F PAINTING PROCEDURES WORKS CONSTRUCTION. (APWVA /ABC)• SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT :t. ALL CONFLICTING MARKINGS REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. MARKERS SHALL BE PRIED OFF AND ANY ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. ALL ,SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER CALTRANS M.U.T.C.D., LATEST EDITION. "IGN POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL • ALL TRACTOR AND APPROVED BY THE CITY OF BAKERSFIELD ALL SIGNING AND STRIPING SHALL BE DONE BY THE CON PUBLIC WORKS DEPARTMENT. COATS OF WATER BASE PAINT EXCEPT %OMERE NOTED OTHERWISE. STRIPING AND MARKINGS SHALL BE TWO ALL MATERIALS REQUIRED FOR SIGNING, STRIPING, PAVEMENT MARKINGS AND PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 8 OR EDGE OF PAVEMENT TO LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM THE FACE OF CUR THE CENTER OF STRIPE OR BETWEEN CENTERS OF STRIPES. BY THE CONTRACTORS OPERATIONS ALL EXISTING SIGNING AND STRIPING TO REMAIN THAT IS DAMAGED SHALL BE REPLACED IN KIND AND AT THE CONTRACTORS EXPENSE. �Rl LID, CALIFORNIA • 0 IF A K it SI GN LEG D �] == EXISTING SIGN TO REMAIN j = INSTALL NEW ONE POST SIGN 00 = INSTALL NEW SIGN ON EXISTING SIGN POST INSTALL NEW SIGN ON EXISTING STREET LIGHT POLE Q INSTALL NEW SIGN ON NEW TRAFFIC SIGNAL POLE 0 = RELOCATE EXISTING SIGN 04 REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). SIGN LOCATION S 1 GN --..LEGEND R2-1 = SPEED LIMIT R3-7 = RIGHT LANE MUST TURN RIGHT R26(CA) = NO PARKING A w3-3 = SIGNAL AHEAD (SYMBOL) W73A (CA) = RIGHT LANE TURNS RIGHT AHEAD G66-56 (CA) 400M TRUCK ROUTE G78-1 (CA) = FREEWAY l'ONRAMPDIREC116NAL SIGN G28.2 CA = CALIFORNIA STATE ROUTE' M3.,4 = WEST m6-1 = RIGHT ARROW W34C (CA) VERTICAL CLEARANCE CAUTION R6—lR/OM1-3 = ONE WAY OBJECT MARKER if fl ri LANE. BRUNDAGE EAST �- , 0 0 R26 (CA) ---------------------- 0 R26 (CA) I ------------------------------ ------ —4 — — — — — — — me aw 0m, Imo 0”' wm dm 0. mm =c am — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — su au a" aw ow am an so � 0" *� --_� -_ e0008*1 I= mw go m am 610 wa am � am Im an — — — — — — — — — — — — — — — — — — — — — — — — z —woman ml �lm — — — ...................... — — ... — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — am ftwmftxw� =mum as an �mmm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - sto- ............... -Now! do* on& CUT BACK MEDIAN NOSE FOR CW E DETAIL ON- IMPR-0 - VEMENT 0 W34C (CA) E] R4-7, TYPE N (CA PLAN FOR BRUND�� NE R2-1 00 0..w =a amm �r' ma now 0"Aw ZZ, =Z. SHEET 3 OF 11— wo"w goo OW sw 000 OW 0 R 79 sm somm TYPE ft"► on Ift mm on = w � am ";m r no so am 041' �� � �/� - (CA) 042 _- R26 CA) d r r r .r.r i}r sft a': at •u• a wr C "'i` is + � \ ` ,�� � � i , ` - R26(CA) G78-1(CA) r 0 R4-7# t I 40a 00 OMMMOWAMM 4W 40e G66-56(CA) R2-1 .0e 200�G 26 CA i � s e � !IE j Q ; DET* 38 0. it w OET. fi 0 I p Ise u 0 11 It 00 It 7 3: R3 AMNO F2 r —il It %74 It f i 8— 2 ( CA ) it It ' f I M3-4 II II � r ! 0 El w —3 If f( If DET, 38A 0 If j (( �� I t f ff � � f ii N EXIST STRIPING R26(CA) . ,. � � ! ii SVR SWR.— SSTIR - 0 R2-1 0 2-1 I If } it i I� � l�l r ,�® � 1 f If Nk R26(CA) N 4 J/ X uvx a 3EPEM / Wd \ \ /..# 4# STATE ROUTE K.-KER-58 i i ► � 043 ' 55.52 54.97 ,*� STATE MAP. NO. 6' KER 58 R•— .00 � .0e p, 0, eo i >f i !i 3A(CA) - .0000 -:Z- '00e 40 000 - �00 f Iwo .. . .......... ........ ..a. ..... . . ................. i 11 FF PUBLIC WORKS TRAFFIC, ENGINEERING G► L COTTONWOOD ROAD AND NDA GE LANE TRAFFIC SI SIGNING AND STRIPING PUBLIC WORKS DEPARTMENT CW�i = IN TIALL 12* WHITE CROSS WALK STRIPE AS SHOWN = INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NO'S. A20A, A20BP AND A20D. NUMBER IN BOX INDICATES DETAIL NUMBER ON STANDARD PLAN. N. INSTALL TYPE IV (R) WHITE ARROW CENTERED IN LANE AS SHOW STREET LIGHT NUMBER PER C-0•841 SCALE. 1 " = 40' rh C140 *Now 0 40P. 000 woo ao INC 0 0G uj w cr- 0 0 • 4• O z 41P Ld 00 UJ :n a0� � Li MZW CO >- 0 0 Z N < W I,. Z Z % : . u w 0 0 MI. LA. LO z 0 "1 (0 Lu '0000 0 LL. 0 0 w w I (") Cr LL. z C:) 0. Lj 0 < 0 UJ 3:: z < 0 co 0 LLI (0 V, M U. 0 0 W L' 0 z 0 0 0 0 0 Z Q. 0 w O:E cr cr oz� - w 1. M 0 (.) * 0. CL < UL. • <:D w 0 L V) z LLJ wmw F- 0 LA.. 0 z C14 0 N Z > w LAj CL :D W CL w T Lj x F IAJ z z LLJ Q V) C) z Z Lrj W < ct > m: uj 0 Z z WQ Q- ui LA-i W < oL 0 w 0 E S 0 p'° z w� SHEET OF C07 No. 26543 EXP- 3-31-2012 NOW JOB NU. 07219 DWG NEWSTRIPING OF C CITY OF BAKERSFIELD LAND \w EXP.