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HomeMy WebLinkAbout5.1-9482143684 STANDARD NOTES + o o 10. 11. 12. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: S-1, S-3, S-4., S-12, S-14, S-17, S-25, S-26, S-29, S-40, S-41, S-27, PAVING FOR COMMERCIAL/INDUSTRIAL STREETS SHALL BE 0.50' TYPE "B" ASPHALT CONCRETE OVER 0.55' 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 INSTALL STANDARD STREET SIGNS PER C.O.B. STD. S-4.0 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 SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE FACE OVER EACH SEWER LATERAL. NOTED CURB INSTALL ADDITIONAL # 5-1/2 PULL BOX FOR STREET LIGHTS AT P.G.&: E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 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. 1-800-642-244& PROJECT LOCATION~ WHITE VICINITY MAP NO SCALE KERN CITY 0 BAKERSFIELD COUNTY CALIFORNIA PLANS FOR CONSTRUCTION PARCEL MAP 9482 EXHIBIT 'A' BENCH MARK TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF MEXICALI DRIVE AND SCHIRRA COURT. ELEVATION=566,17 U.S.C.S. DATUM 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 2. COMPACTION TESTS ~LL BE THE SUBDI~DERS RESPONSIBILIT% 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, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPRoVED/BY: ROG'ER A. MclNTO~-F[ R.C.E. 33322 EXP. 6-50-9,~ DATE · R~VlE~W~ BY: ASST. C, Iq:k: ~-NGINE~P-~-D KLOEPPER . R.C.E. 18192 EXP. 6-30-9~ DATE 2 P.M. WAIVER P.M. WAIVER NO. 4-91 NO, 4-91 A P.M. WAIVER NO. 44-90 z o LOCATION MAP SCALE: 1"-- 200' INDEX OF SHEETS SHEET TITLE COVER SHEET YEAGER WAY LEGEND F.L C.L ELEV. B.C.R. E.C.R. B.C. P.I.V. Co P.O.V.C. B.V.C. EoV. C. P.I. P.R.C. FLOWLINE CENTERLINE ELEVATION BEGIN CURB RETURN END CURB RETURN BEGIN CURVE POINT OF INTERSECTION OF VERTICAL CURVE POINT ON VERTICAL CURVE BEGIN VERTICAL CURVE END VERTICAL CURVE POINT OF INTERSECTION POINT OF REVERSE CURVATURE C o ~ k W UJ W '~ U} 143684 SCAL£' SCAL~' . ...,~. , . , .-..,... / /,' · "~'~' I 50.00' 47.12' ~0.00' 90'00'00" ~, ~ 2 ~0.00' 47. 12' 50.00' 5 60.00' 4~.77' 2Z91' 41'48'07" ~ , / , 4 50. 00' 5. ~6' 2. 99' 06'50'05~ / : ,,, 5 51.00' 29. YB' 16. 15' 55'01 ~ , / , , 6 522. O0 ' 31 ~. 57' 164. 42' 34 '58 '02 ' % ' ~ 500.00' 305. 15' 157.49' ~4'58'02" / / 7 478.00' 291.72' ~ 50.58' 34'58'02" ,;~ CONS~UCT 5.5' COMBINA ~ON T~E ',~ / / /~ SIDEWALK PER C.O.B. Z~. S-3 ~ 50' 5' HORIZON TAL ,.. ,I, % ,' ".. /' / /- "... . ' ,;;'..' , ~, -~ PARCEL 2 ~ , ' ~ / - / ~'~ ~ .. ~,~.~*~ ~ / I / ' - Ii-// / //~ , , /, .. . : ' . . :,, , .~.. ,V. , ~ ' .,/ . ~'&~ /% ~ ¢/&' / ~] / ~ ~ h ~ .~.. ~ / "~e~ ' :~ ~i ~ GV~. ~'6 '/~ -~Y~ ......... ¥ , Z / OF ~~~%¢Y~' Cie' .M. WA/VE~ PARCEL 5 , .... - ~ .~ ~ / , - ~ ~ , ~ ' : : CO STRUCT ~E B CURB AND / ' . o m ,~ ~, , /~'~ / ~. NO 44-90 / ~Z ~ ~ ' > EX/SnN~. I' ~0' ,' ,' ', ~. PARCEL 3 ,' ,'~ ~" PARCEL 4 ,' ,' PARCEL 2 .,. , ,' / / / ,/PARCEL I '-. / /' / ,/ 370 .... ~ · ;~ S=O. 5J29%~ '- - - ' 366; .... :.. APPROXIMATE EXISTING GROUND~ A T FLOWLINE--' :_ ~_ ......... ::: -': - -T 7: . . $ = 0.274~ ~"~ PROP©SED EAST FLOWLINE 30' 22' 8'-- EXI S 77N G /9 o.e$' u~/r oF e5.~ I ~ 0.5' uM/r OF eox COMPACTION'~,~ J COMPAC110N_ ,L~.'/'COMPACTION CROSS SECTION DETAIL SCALE: I"--10' HORIZ 1 "= I ' VER T ,3601 . 'i0+00 ....... if+o0 ' i2+00 i~+00 ' 14+00,~ ~r~ ~ ~. i5+00 i6+00 ....... i7+00 i8+00 ' i9+00 20+00 .... ~ 50.00 FE VERTICAL CURVE ' ' ~ ~ ~' ' ~ ~ APPROXIMATE N ~ s = -;o258~ ~ ~ ~PROPOSEO ~ST FLO~INE .... ~ ....... . ~ 4~= .... .... EXISTING ~ST ~LO~INE Id d~ d 3~2~ ~ ~x. x ~ ~ ~ ~ 16+00 .... i2+00 ......... i8+00 ........ i9+00 20+00 ~- ~ ~50.00 F~ ~RflCAL CUR~ C . / ' ' ,' ,~ ~o~'~ CUR~ I RADIUS I LENG~ I TANGENT j DELTA ~ ~ ~ 50. 00' 5. 96' 2. 99' 06'50'05 E~STG CONDUIT ' / X . --~ r - , ~ ~ x, ~ ~ ,It SIOEWALK PER C 0 B S~ S ~ TO ~ ~ / ,x ~ ~ + ~ m N~VI~IONS TO CUNVE No 5 - (DETAIL B ~ APPRO~D B~' ~ ' / /i// CEN~RLINE EX~NSION OF CUL-DE-SAC / ~ ~ ~ ~ / / + . N, ~ ~ F~D KLO~PPE~ R C.~ No 1~192, EXPIRES 6/50/93 E~S ~NG~ .... f E~S~ ' , , PARCEL 3 PARCEL 4' N ~ m ~ ~ COMPAC ~ ~AC~ + APPROXIMA ~ ~ ~ APPROXIMA ~ + · ~ + S~ ~ S = 0.274~ S = -0.27~ ~ ~ ~ ~PR POSED EAST FLO~INE - -~ 1"=1' ~RT 366: ~ . ~PROPQSED EAST FLO~INE N ~ 562] ~ ' ~ I~ ~ a EXlS,NG PARKING LOT ]~01 10+00 11+00 i2+00 13+00 14+00uI~ u ~k , u 15+00 16+00 17+00 18+00 19+00 20+00 ~50.00 FE ~R~GAL ~UR~ ' ' m ~'~ RD == 20,00'55~ 58" ~ 36" C~ ~ ........................ Z66: PROPOSED ~ST FLO~INE ~ N~ N ~PROPOSED ~ST FLO~INE ..... ~ ......... x x~ x EXIS~NG ~ST FLO~INE 360~ I0+00 11+00 12+00 ~3+00 14+00 B ~ · ~ 16+00 17+00 18+00 Ig+O0 20+00