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Home My WebLink About5.1-9542145810 STANDARD NOTES ALL IMPROVEMENTS SHALL BE WITH THE REQUIREMENTS AND OF THE CITY OF BAKERSFIELD. IN ACCORDANCE SPECIFICATIONS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: S-1, S-2, S-5, S-8, S-12, S-14, S-25, S-26, S-27, S-29, S-31, S-36, S-59, S-40, S-41 PAVING FOR RESIDENTIAL, LOCAL AND COLLECTOR STREETS SHALL BE 0.3' TYPE "B" ASPHALT CONCRETE OVER 0.4' CLASS 2 AGGREGATE BASE, UNLESS OTHERWISE NOTED ( SEE STD. S-25). INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. S-29. TO BE INSTALLED EXISTING 10. 11. 12. T INSTALL TRAFFIC CONTROL SIGNS -~ INSTALL STANDARD STREET SIGNS PER C.O.B. STD. S-40 ~ INSTALL METRO SIZE STREET SIGNS PER C.O.B. STD. S-40 --o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. 'ON 28' STEEL POLES WITH 6' MASTARMS. o INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. ON 28' STEEL POLES WITH 6' MASTARMS. POST TOP LIGHTS MOUNTED ON PRESTRESSED CONCRETE POSTS, TO MATCH THOSE EXISTING IN THE VICINITY. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. INSTALL 5.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. INSTALL ADDITIONAL # 5-1/2 PULL BOX FOR P.G.& E. SERVICE POINT. ALL PULL BOXES TO A GRAVEL BED A MINIMUM OF 6" THICK. STREET LIGHTS AT BE iNSTALLED ON INSTALL HANDICAP RAMPS PER C.O.B. STD. DWG. S-41. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4-" BELOW PAVEMENT GRADE. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444 s"rOCKDALE ' HIGHWAY VICINITY MAP NO SCALE CITY 0 BAKERSFIELD KERN COUNTY CALIFORNIA PLANS FOR STREI-- I CONSTRUCTION PARCEL MAP NO. 9542 EXHIBIT BENCH MARK TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF MING AVENUE AND OLD RIVER ROAD. ELEVATION=368.35 U.S.G.S. DATUM CAM/NO MEqlA ~ =~T- ~ 4 5 C.B.3 ~ - ,S.D.MJ-]. 2 C.B.5 ,%5.M.H~ - L I~-ER 'r'Y -P A~R I~ - ~R~V~- - - C.B.2 SEE SHEET 4 C.B.z 6 15 14- 16 7 11 MING A V~NUE 1o l 9 SEE SHEET 2 KEY MAP SCALE: 1"= 200' LEGEND NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24- HOURS NOTICE. TELEPHONE 326-3049 COMPACTION TESTS W~LL BE THE SUBDIVIDERS RESPONSIBILITY. NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED BY THE CITY ENGINEER. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMMISIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA, SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED/BY: ROCER MclNTOSH R.C.E. 33322 DATE / / REVIEWED BY'-'} E. W. SG"HULZ ClTItCk,,ENGINEER R.C.~18450 EXP. DATE 6-50-9,3 C.L ELEV. B.C.R. E.C.R. B.C. P.O.V.C. B.V.C. E.V.C. P.R.C. + FLOWLINE CENTERLINE ELEVATION BEGIN CURB RETURN END CURB RETURN INDEXOF SHEETS BEGIN CURVE POINT OF INTERSECTION OF VERTICAL CURVE SHEET TITLE POINT ON VERTICAL CURVE BEGIN VERTICAL CURVE END VERTICAL CURVE POINT OF INTERSECTION COVER SHEET MING AVENUE MILL ROCK WAY POINT OF REVERSE CURVATURE TRAFFIC CONTROL SiGN 4-. LIBERTY PARK DRIVE 5. CA,'I,'I/A/O STANDARD STREET SiGN METRO STREET SIGN STREET LIGHT - 5800 LUMEN STREET LIGHT - 9500 LUMEN EXISTING CONCRETE MONUMENT SET CONCRETE MONUMENT EXISTING TELEPHONE LINE EXISTING SEWER LINE EXISTING TELEPHONE MANHOLE SEWER MANHOLE CATCH BASIN 6' WlNG DETAIL TYPICAL CATCH BASIN o Q: 145810 1. S~UC~RAL SECHON IN NEW RIGHT ~RN AND MEDIAN LEFT ~RN LANES TO MA TCH EXIS~NG 2. SEE WA~R PLANS FOR HANDLING OF EXIS~NG MING SCALE: 1"= AVENUE 50' HORIZONTAL 5' VERTICAL 584 574; 577; 56 4: EXIS TIN G ....... ._-'--~ 7 8 9 NORTH FL OWLINE 10 " ' ' 'I~ ..... 15 ........ f4 C NNED 145810 CURVE I RADIUS LENGTH I T~NCENT I DELTA $ 30. 00' 47.12 ' ~0. O0 ' 11 MILL ROCK WAY SCALE: 1" = 50' HORIZONTAL 1"= ,5' VERTICAL 366: 364:01 : .......... 11 12 .........13 14 15 1'7 18 19 .... 20 21 384 382 380 378 376 374 372 37O ,568 366 384 .......................... ,:782: ......... ~ 380: ~ 366: ' ...... 364'..:_i0 : 1:1 ....... 12 ...... I,.7 · 14 '15 ' 1'8 ........ 19 20 21 22 384 382 380 378 376 374 372 37O 368 366 364 SCANNE .o C iii "' 16 $ 89~0'52' E ................ 92&2J' _ e'SE.~7 · 15 CONSTRUCT O.J' A.C. OVER 0.4' CLASS AGO. BASE OVER 0.8' COMPACTED SUBORADE w.I ~ RIGHT-OF-WA Y 1J 14 5 6 ~ o ~ ° LIBERTY PARK DRIVE SCALE:1" = 50' HORIZONTAL 1"= 5' VERTICAL 384 382: 380 ] ' 3641 9 18 19 20 384 .... J821 J80] 378: · 368: ' 366: 10 ....... il J64: 9 iS = 0.250% 50' VERTICAL CURVE ~ ..... ~ _ ' ~ EXlSTIN¢ GROUND 16 .... 17 S = ~0.250.T 18 .... 1'Y 20 384 382 380 378 376 374 372 370 368 366 364 384 382 380 378 376 374 372 370 368 366 364 SCANNED I- T T 145810 .......................... _ __ __ ..... Ly/~-EXIST¢. CURB ~ GUTTER C.L. INTERSECTION EXIST& STORM DRAIN ~ , O.L. INTERSECTION I~ C PAVEMENT II ~ II II II II II 1 II 0 C CAMINO MEDIA SCALE:1" = ,50' HOfE/ZONTAL PER CaB. Sm. S-J ~ ~ ~ /4~ T [~'~ ~ . . ~CONCmUCrEiDEWA~ P~ COB Sm S_3~5.5' ~MBINAnON ~E HAGGIN OAKS PARCEL MAP WA/VE/~ 4¥-~ScS BH. ~195, PC. 1~57, 0.£. 0 II HAGGIN OAKS BLVD. SCALE: 1" = 50' HOR/ZONTAL SCANNED,