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HomeMy WebLinkAbout6.1-1889STATE ROUTE 58 RIGHT TURN LANE N SCALE: P=9a- as lu o ss 6o 3925 ROSEDALE HIGHWAY BAKERSFIELD, KERN COUNTY, CALIFORNIA ---------- L1—_i--- L--k NO 7H£ BENCHANRK FOR THIS SURVEY IS TAKEN FROM 171E 70P OF A BRAES CAP MURKED i11208' (RD f711752) LOCATED IN THE EAST END OF 7HE NORTHERLY CONCRETE WALKWAY OF THE BRIDGE WHE'H CROSSES THE C4LLOWAY CANAL IN THE NDWAfl01ES1ERLY QUADRANT OF THE INUSFC77ON OF fRUI7VALE AVENUE AND STATE HIGHWAY 58 (ROSELWE HWY.) MORE PARIICULARLY DESCRIBED #WIN NDS L14TASYEET fOR S41D STATKANI ELEVATION• 399.97' (NAND 88-CMWSM FROM METERS 70 XC/ANL =) ELEYAWN- 39a f0' (SEE MUM 0417U11 REFERENCED ABOVE) BASIS OF BEARINGS #DMIa21i�Irf j," mfl♦I PER GRADING PLAN CITY OF BAKERSFIELD GRADING PERMIT 119-40000048 SITE MAP SCALE.1 " = 50' 171E 84X OF BEARINGS f0R THIS SURVEY IS TAKEN FROM THE CENTERLINE OF MNR1t/O7T DRIVE BE7WEZN FOUND MONUMENTS AS SET FOR 171E CENTERLINE IN7ERSECAON OF GIBSON STREET AND MARR/O7T ERNE AND 750.23 FEET EAST OF SAID /AffRS£CTTOV HAVING A BEARING OF S89'14 011E AS SHOWN ON RECORD OF SURVEY fTLED IN BOOK 23 AT PAGE 4 OF SURVEYS IN THE OfLICE OF THE KERN COUNTY RECORDER SYMBOLS ��' EX. POWER POLE & DOWN GUY OHE EX. OVERHEAD ELECTRICAL o ffi EX. DRAIN INLET RISER (D EX. STORM DRAIN MANHOLE SD EY. STORM DRAIN MAIN ® EX. SANITARY SEWER MANHOLE SS EX. SEWER MAIN EY. FIRE HYDRANT EX. WATER VALVE ® EX. WATER METER W EX WATER MAIN O EX. BOLLARD EX. BLOCK WALL MATERIALS LIST Es1MU 1E0 a1ANn1ES Nor M br USM FM dgDW PINPAaSLs 9UANTITY OF MATERIALS 1 CURB & GUTTER 206 FT 2 SIDEWALK 832 SQ FT 3 AC PAVING 86 TONS 4 CL // AGGREGATE BASE 53 CU IDS 5 SUBGRADE COMPACTION 1,685 SO FT 5 SAWCUT 190 FT 7 CURB RAMPS 2 EA 8 STRIPING 145 FT 9 DRAIN INLET 2 EA ►irxfli i"f/xi CL CENTER LINE DWY DRIVEWAY FL FLO K/NE BCR BEGIN CURB RETURN ECR END CURB RETURN P/ POINT OF INTERSECTION EC END CURVE BC BEGIN CURVE PI VC POINT OF INTERSECTION VER7/CAL CURD j GENERAL CONSTRUCTION NOTES. 1) BACKF7LL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES /N COMPACTED THICKNESS, BROUGHT TO NEAR OP77MUM MOISNRE CGNTENT, AND COMPACTED 70 90% OF THE MAXIMUM DENSITY PER ASTM D1557-78 (METHOD A), UNLESS SPECIFIED OTHERWISE LEGAL DESCRIPTION ALL TENT PORMN OF SEC. 16, T29S R27E, M.D.RM, 1N THE C17Y OF 84 MRSfI£LO, COUNTY OF KERN, ST OF CA, DESCRIBED AS fOLLOMS. BEGINNING AT A POINT ON THE SOUTH LINE OF THE COUNTY ROAD IMICH BEARS SOUTH 0' 17' WEST, 30 FT AND SOUTH BY' 50' EAST, 1323.2 FT FROM 7H£ NW CORNER OF SAID SEC. 26, THL7VCE ALONG THE SOUTH LINE OF SAID RaW,, SOUTH 89' 50' EAST 3E9.80 FT,' THENCE SOUTH 0' 18' WEST 933.4 FT THENCE NORTH 89' 50' WEST 389.67 FT 70 THE CENTER UNE OF A f0R7Y f00T ROAD, THENCE ALONG 7HE CENTER LINE OF S41D fPUY f00T R640, NORTH 0' 17-1/2' EAST 933.40 FEET 70 THE POINT OF BEGINNING. SCOW IN£REfROM THE INTEREST COME U 70 771E WY OF B4KER5fTELD BY STREET R16HT OF WAY DEED RECORDED MARCH 24, 2004 AS DOC 10204063865 KERN COUNTY OfFTW RECORDS ADDRESS FY/Il/:IyyLKilb'l�t�i]y:1/.4Yy/�4�'/I/L'!;lJ%�i�Nl�YI%+Y411�9C1yal APN 332-240-04 SHEET INDEX ST-1 - PU SHEET ST-1 - SR-58 IMPRO"WIS ST-3 - CROSS SECIOVS 2) THE STATE REPRESENT17IVf SHALL EXERCISE SUFFICIENT CONTROL DURING CONSTRUC7701V TO INSURE COMPLIANCE WITH THE PLAN$ SPECIRCAPONS, AND CODES WIINN HIS PURVIEW. 3) THE DE57GIV ENGINEER SHALL BE N077RED TWENTY-FOUR (24) HOURS BEFORE COMMENCING WORK. DESIGN ENGINEER - BOB SWANSON - SWANSON ENGINEERING, INC. 661-831-4919 4) CAL TRANS SHALL BE IV077RED AT 661-J91-4778, 74D (2) WORKING DAYS PRIOR TO COMMENCEMENT OF HVRK. 5) OWNER WILL PROCURE, AND PROVIDE TO THE CONTRACTORS, THE CAL TRANS ENCROACHMENT PERMIT FOR THE INSTALLATION OF THE ROADWAY, CURB, GUTTER, SIDEWALK, DRIVEWAYS AND APPURTENANT FACILITIES THE FOLLOWING CONTRACTORS ARE INCLUDED UNDER THIS PERMIT., SAFETY NETWbRK DAN MAYBERRYS PIPELINE CONSTRUC770N, INC. J5312 MERLE HAGGARD DR. PO BOX 60220 BAKERSFIELD, CA 9JJ08 BAKERSFIELD, CA 9JJ86 661 393-6000 661-872-6079 CONTACT PERSON, DAN MAYBERRY 661-342-7987 AMERICAN WEST DIVERSIFIED CON57RUC770N SOLUTIONS, INC P.O. BOX 71175 PO BOX 81563 BAKERSFIELD, CA 9JJ07 BAKERSFIELD, CA 9JJ80 661 873-8917 661-392-7900 CONTACT PERSON.• SCOTT SHELTON 661-709-5720 ASPHALT DOCTOR 7440 DOWNING AVENUE BAKERSFIELD, CA 93308 661-393-5526 CONTACT PERSON- LDDIE NICHOLS 661 619-1155 H&H SURVEYING, INC 14924 DOBBS AVENUE BAKERSFIELD, CA 9JJ14 661 834-8448 CONTACT PERSON.• ✓ARED HOUR/GAN 661 979-6799 MISE ELECTRIC 18807 HWY 65 BAKERSFIELD, CA 9JJ08 661 395-0249 KRAZAN & ASSOCIATES, INC. 2005 COY AVENUE BAKERSFIELD, CA 9JJ07 661-837-9200 CONTACTPERSON, LARRY BURNS 661-601-2910 HARKER STRIPING & SIGNACE 16010 7RAD177ON COURT BAKERSFIELD, CA 93314 661 589-1296 CORNERSTONE ENGINEERING, INC 208 OAK STREET BAKERSFIELD, CA 93JO4 661-325-9474 CONTACT PERSON.• DERRILL WRITTEN 661-619-1624 S/MMENS CONSTRUC770N INC 19252 FLLGHTPATH WAY BAKERSFIELD, CA 9JJ08 661 636-1311 WWI GENERAL CONTRACTORS 49J9 MARLIN COURT BAKERSFIELD, CA 9JJ08 661 325-5811 CONTACT PERSON, ANTHONY MONROY DIST. I COUNTY I ROUTE I POST MILES 6 KER 58 51.38/2.94 elAMUTIiZK011A/M PO VC POINT OF 1ER77CAL CURVE BVC BEGIN VER77CAL CURVE EVC LND VER77CAL CURVE PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE ETW LOGE OF IRA VELED WAY SW SWALE AC ASHPALT CONCRETE NG NA77JRAL GRADE 6) CONTRACTORS SHALL OBTAIN A RIGHT-OF-WAY ENTRY PERMITS FROM CAL TRANS 7) CONTRACTOR SHALL KEEP THE CAL TRANS PERMITS AT THE MDRK S17F AT ALL 77MES: 8) CONTRACTOR SHALL COMPLY WITH THE CAL TRANS ENCROACHMENT PERMIT GENERAL PROVISIONS AND UNDERGROUND U77LITY PROVISIONS 9) CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILIOES PRIOR TO CONSTRUCOON, AND VERIFY THE LOCA77ON AND DEPTH OF ALL FACILITIES, INCLUDING, BUT NOT LIM17ED 70, TELEPHONE, ELECTRIC, WATER, OIL, AND GAS LINES THE ENGINEER SHALL ASSUME NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON THE PLAN, OR FOR INFORMA77ON OBTAINED FROM OU731DE SOURCES (USA 1-800-227-2600) 10) CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 517E CONDITIONS DURING THE COURSE OF CONSTRUCOON OF THIS PROECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. IRIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMI7ED 70 NORMAL WKRK/NG HOURS THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OVER AND ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECOON WITH THE PERFORMANCE OF {KIRK RELATED TO THIS PROJECT EYCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR LNG/NEER. 0 11) ALL XVRK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTA7LON STANDARD SPECIFICATIONS LATEST EDIOON AND CAL TRANS STANDARD PLANS 2018, INCLUDING ANY APPROVED REVISIONS OR ADD17I01VS THERETO, EXCEPT WHERE EXPLICITLY N07ED OTHERWSE ON THESE PLANS 11) SWANSON ENGINEERING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO,, OR USE OF, THESE PLANS ANY AND ALL CHANGES TO THIS PLAN MUST BE APPROVED, IN WRITING, BY SWANSON ENGINEERING. ANY AND ALL CHANGES SHALL ALSO BE APPROVED BY CALNANS AS AN AMENDMENT TO THIS PERMIT. 1J) CONTRACTOR SHALL 06TAIN CAL -OSHA AND/OR FEDERAL OSHA PERM175 (AS REOULRED) WREN WtiRKERS MUST ENTER EXCAVATIONS OR TRENCHES FIVf (5) FEET OR DEEPER. 14) PRIOR TO COMMENCING CON57RUC770N, CONTRACTOR SHALL POTHOLE ALL U77LI77ES THAT WILL BE AFFECTED BY THIS COIVSTRUC7701V TO DETERMINE 1F ANY U77LITY CONFLICTS EXIST. ANY U77LITY CONFLICTS SHALL BE BROUGHT TO THE ATTEN77ON OF THE ENGINEER SO THAT DESIGN CHANGES CAN BE MADE PRIOR TO THE START OF CONSTRUCTION. 15) ALL SIGNS, STRIPPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH CAL TRANS STANDARDS AND CAUFORNLA MUTCD, LATEST EDITION 16) ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST ED17701V OF THE CALIFORNIA MUTCD. 17) ALL STREET CONSTRUCTION WITHIN STATE OF CALIFORNIA RIGHT-OF-WAY SHALL BE APPROVED BY CAL TRANS 18) CONTRACTOR SHALL PROVIDE THE DESIGN ENGINEER WITH AS -BUILT DATA FOR PREPARATION OF AN AS -BUILT' PLAN TO BE SUBMITTED TO CAL TRANS UPON COMPLE7701V OF THE PROZCT. These Plans have been accepted for Encroachment Permit No. SHEET I TOTAL U77LITY NOTE NOT ALL UNDIES MERE LOCATED GW US PLAN. RE f WNIEER ASSUMES NO Rt3POVZVTYfOP UNDERGROUND UNWES OT FACNITES NOT 59OW OV 1TESE PUNS Lot FO4 AVFOWMATUN OBTAINED MW OVW SOURCES PYVER 4OUND LINES• ARE SHOWN PER RECOW PLANS) CONTRAC712W SHALL CY,WTACT ALL COWAA S MATH UAVD&MA0 FACWES PRO? 70 (Yt01M HS7UWANCE 70 VERIFY EXACT LOCAAaV AND DEPTH OF ALL UNVERGWOUAW FAL,9ITES AND UNJ ES USA 1-800-642-2444 By ET on V11J20201 RECEIVED AUG 27 2020 1 I 3 Q ((i I V s U z z � +1 W m� z �r o� o� FFFF7___i R�R] N LEiKI W J � N z 4w Q3 m i W i i W N 1 N 0 N O O 2 W" N O m W U a g W L as W b V W C_ Z a Cr o Z N N N Q o N V' .1-1889 R 58 �06T WE = 51.M - - - - - -- 0 I -------- (E) 10" &TER W (E) TRAFFIC 510AL TAPER DATA NO. O � STA7701V OFFSET FROM EL£VA77ON 10+53.21 58.85' RT 401.18 10+58.21 59.03' RT 401.17 10+6321 59.50' RT 401.15 10+66..21 60.31' RT 401.14 10+73.21 61.41' RT 401.12 10+9321 66.48' RT 401.06 10496.21 67.58' RT 401.05 11+03.21 68.39' RT 401.03 11+08.21 68.87' RT 401.02 11+13.21 69.04' RT 401.00 LEGEND COW aNCAEF AG ASINNT PAWRENT LX DZ WG TIP. TMAL a CDVM? ME DWY A2'"Y R fL01KME B W La7AV a78 IEAW FOR EWl aM REM FG fN& 0 WAVE GB OPAOE BREAK Pl POWT OF AV7ERSEC7KW 7P 7W OF PAW3ffr EP EDLE OF PAST EC Dw aow 8C 8M aRIE P11C PONT OFW MECRON IERWAt amf POW POYVT OF WR71CAC ww BIC 8M 6fR71CAL CUTE EW OW N1R7K.'AL a#?w AT POW OF AEN z aAPYAW PM POWT OF 0310U O OWW4 RE au CaWTY IF KDW cOA aTY OF BA079FLD SYMBOLS IX PONE? PaE & DOW 6VY OHE EX OIfR"JLEC7RAW ® EX DRAW MYET MUR 0 IX SM DRAW MUANaE SD IX SRAW MAN MUW ® IX SAAVTARY SETTER MAAAVKI'£ SS IX SEW MAW IX FRE NYDIRANT IX WA7ER VALIE ❑W IX NA7ER AfU W IX WA7ER MMAV O IX BULLAW -0- IX PONER ME - - - IX a7VW? LME - - IX RKM'1T OF WAY IX aw & a/TTER - - - - SANCUT a7O' 1MU (71PE A) / O85' aN AW BASE / 12- COWAC7ED .SUML E (MA704 (E) S7Rl HAWL S nOk SEE aTY OF 8AKER9FLD 9-W M EANVG PLANS) 4Y1 405 404 405 402 401 400 399 398 397 4" 1 0 77..3' M. 22.5' I A?O%W 14' rE) 7RATTX LAnEs 12' 18' AYWr RAW G 11' - 2. AW ail aR AS AM7m BY 17E STA7E (E) MA21'AN (E) AC PAW 8VQN9R 2Ahix I VA lT's 15' 1 0 0 4 � L _ _ _ _ _ _ _ _ _ _ _ J N SEE DETAL 1 OV 776S 9AEET FW SIM DID AAV DETAN.S I Riw l I a I I� I� I TY A2-6 a478 PLR RSP A87A I AID'AC/am- a/AB / 12- COWAC71V SWWADE (AM70Y (E) SWWAM SECW SEE aTY OF BAKOMHO SV-58 XWM PLANS) n SR-58 (ROSEDALE HIGHWAY) - TYPICAL SECTION T STATION 10+53.21 TO 12+23.24 SCALE NTS NOWMIAC 1%40' W?WM.AL 1=2' Chi N mM �•n V�� n h^O^'� 'E§ 0 W �^^'� ^ N^O n (£) C£ RL11IE PRORL£ (E) C NTERLINE PROF2E aVaR6£ ----- 09% ---- ---- - (E) FLOKINE PRORLE PROPOSED NEST F OK11IF (E) FCOKINE ROfICE PROPOSED HESTfLOWUNE 18' aM RLP o 2a 7D OV-97E LWW OF NSW 10100 11100 SR-58 (ROSEME HIGHWA Y) EAST FLOWUNE ALL STA7XMINVG IS BASED ay a7V7E77LME WrANaS UI M 077ERWZ N07M 12100 22' 405 404 403 402 401 400 399 398 397 12150 14' 4--- ------ Di rq 30, t8, 24' 20' no EP �I A3' AC Ag: PAWSla Am, a 8 AX BASE SANGY/T AS Lffirc7fv BY aTY ENGAm 1' NA17W ® 9M n GIBSON STREET - TYPICAL SEC710N T SCALE NTS ONSTRUC77OW NOES 0 W57AU T/PE A2-6 an PBI Nt TRANS RSP A87A AW AW 20 wr USED 30 W57AU 6' OF 4' 71WTL MEW 9DEMNIK ® WSTAU am RAAW PER CAC TRAMS fiw A87A AND Am ADD CASE C' 0 WSTALL am RAAW PER cm mw RSP A87A NO A88A, CASE i © MOTAEL .I5' NNJE W A' CATal &45W PER MY OF L7AK£RMELD 57D D-14 0 W57AU 7IPE 1Y (R) ARROW PER CAL 7RANS RSP A24A ® AGWL AETM 38A aAAVEU2WG LME PER CAL TRANS' fig' A207 23' AV 70 24' MAX aN7ER 70 09V7ER SPACK O OO QO 0.45"Min AND 0.47"Max O O O TOP DIA� � 0.9°Min AND 0.92"Max BASE DIA. AfOlM O 1. DOZES ARE 70 AffrT ALL AAA REOWOU75 2 NA7 a1E DOW DOZES ARE 70 BE usm RAISED 7RUNCATO DWE PA TM (lN-W DETECTABLE WARNING SURFACE. 2 TRUNCATED DOMES ST2 R1W PETES7RIAN EASEMENT PER DXI 220025M I 6' 1.115' I III I 65' CMWA7KW SVEWALK PER GAL. ST-5 TYPE $' a/RB a/T7ER PER GAL. ST-1 A7W r MV FW TYPE A HOT ANX A7NALT (1M) 70 BE O7" PG 70-10 DESYW DE9gW MW = 20 TEARS R= 14 PA WNW O[AAM7E REOON = WIND VAUEY MWAVE R-VALUE = 53 (SEE PRONDm R-VAUE 7EST nW KRAZW & A550OW 7ES DA 7ED 3/1'2/2020) These Plans have been accepted for Encroachment Permit No. 0620-6CD-0736 By ET on _Y11 2020 N8901J:55"W 370.40I R E ao2 g c� u. .. . . . . . .00E UGE . . . . . ti c ....... ... ........... �e.. S 10.35' . . . ALONG CURVE. a e_11 6.08, \$ 6 t 9 ALONG 5.47' a MSTALL MUWAIED DOZES PER AFT 2 OV DNS 9EET. 7 DETAIL ST2 SCALE: 1 " = 10' INSTALL PARALLEL CURB RAMP CAC TRANS RSP (2018) A87A , MODIRED CASE C' tea.. . 1676 o F 1.8% MAX IN N o ALL DIREC77ONS �n INSTALL ROP-D CURB RAMP PER CAL TRA RSP 87A AND A88A, CASE F' RECEIVED AUG 27 2020 I V 0 I� U W m � W z 2 z o 0 � �KljN J � 1 m W 2 2 W N h N O N o 0 0 z e VELLLL jJ z y N I�1 � U a g W e U a a [-♦ W°uz N WCIC a m M O N N N V; z� W o a 0 N N 6.1-1889 €r V s U z H � o � O O N # 4 �4 m W i W N h N O 6 � O N O O O 2 e VJ O L y N O W A� g � a Q W°�u- wz Q w W N �m � V M N N N Oq V 0 Wq 0 1� M CC R/W CC EX R/W R/W EX R/W R/W ct £X. R/W R/W 0-4 404 404 404 404 404 404 404 404 403 403 403 403 403 40J 403 403 GEC p CONC 402 402 402 402 402 407 402 402 401 401 401 401 401 401 401 401 LL-=i 400 400 400 400 400 400 400 400 399 399 399 399 399 399 399 399 398 398 398 398 398 398 398 398 ce ce 397 397 397 397 397 397 397 397 396 396 396 396 396 396 396 396 10 0 10 20 30 40 50 60 70 80 10 0 10 20 30 40 50 60 70 80 10 0 10 20 30 40 50 60 70 80 90 10 0 10 70 JO 40 50 60 70 80 STA 10+53.21 STA 11+13.18 STA 11+97.91 STA 12t33.97 BEGIN CONS TRUC77ON END OF TAPER END TYPE A2-6' CURB AND GUTTER END CONS 7RUC70N SR-58 CROSS -SECTIONS SCALE - HORIZONTAL: 1 " = 10' WRI7CAL: 1 " = 2' Uec These Plans have been accepted for Encroachment Permit No. 0620-6CD-073631 By ET On 8 2020 RECEIVED AUG 27 2020 4 G� I Mpl I ' I ' I, � I � � I � ' I ' , I , ' I ' i I i � AOj i i raj' I I I , I I i I i � AOj i i raj' I I I , I I (E) DRIVE AY i4 •�piG i 6.1-1889