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HomeMy WebLinkAbout07 SP-5N I li ii ~ I I 1 ~ r~ ~ r ~ ~ i i ~y I ~ j; II I I I i I I ~ i a l ~ I I I ~ ~ ~ ~ 1? I I ~ ~ ~ i I I I ~I ~ ~ I € ~ 0 I i ~ I LE ND ~ I ! I I I' ~ z ~ i~ ~ o I ~ I I I ~ o~ I I I ii ii ~ I 1 I ~ - ITEMS OF CONSTRUCTI N TOPOGRAPHY O I II I I I I t s i ° - CANAL RAILING g0 0 FOUND MONUMENT AS DESCRIBED EXISTING STREET LIGHT ~p2• PROPOSED FINISHED GRADE t I ~ ~ Ii I ~ ~I ~ , 3'. : c• ~ .1 , _ ~.~'y ' .,moo PROPOSED FENCE ABBREVIATIONS: EXISTING POWER POLE ABBREVIATIONS p ❑ EXISTING STREET LIGHT F BC =BEGIN CURVE ° ° BW = BACK OF WALK EXISTING DOWN GUY EP EDGE OF PAVEMENT DECORATIVE PAVING CB = CATCH BAS{N ~ C VY EXISTING CABLE T.V. VAUI E EXI TIN ELE TRI AL METER ❑ TOP OF CURB ~ S G C C r C/L =CENTERLINE FL FLOWLINE C.O.B. - CITY OF BAKERSFIELD PARK BENCH ~ ~ ~o - o . -s1 DWS =DESIGN WATER SURFACE EXISTING TRAFFIC SIGN CL CENTERLINE ~ EXISTING TREE, DECIDUO ELEV, EL =ELEVATION EVERGREEN, PALM, SHRI, ~ ~ o _ ELEV ELEVATION PROPOSED TREES EC =END CURVE r EP = EDGE OF PAVEMENT EXISTING STREET NAME SIGN FC FINISH CONCRETE 5~ 3gg SURVEY ELEVATION PROPOSED EXIST = IXISTING { F =FlNI N D (R TRAFFIC SIGNAL C S E CONCRETE ® EXISTING iRRIGAT#ON VALVE OR RISER 5 EXISTING SEWER LINE ~ FG =FINISHED GRADE PROPOSED LIGHT FL = FLOWLINE EXISTING IRRIGATION STANDPIPE + - D EXISTWG STORM DRAIN L STANDARD GB =GRADE BREAK 6 INV =INVERT W EXISTING WATER LINE EXISTING WATER VALVE LIGHTED BOLLARD M =MATCH MH =MANHOLE EXISTING FIRE HYDRANT EXISTING TELEPHONE LIN ~opo°oQa°a°a°o°o°a°o DETECTABLE WARNING RG =ROUGH GRADE EXISTING GAS LINE STRIP SD =STORM DRAIN EXISTING WATER METER SG =SUB GRADE EXISTING HOSE BiB ~ EXISTING UTILITY TRENCH L~O~ WATER FOUNTAIN STD=STANDARD - - ~ i.1L - - - EXISTING EDGE OF PAVE 0 TRASH RECEPTA LE STA - STATfON EXISTING WHARF HYDRANT G TC = TOP OF CURB - X X - EXISTING CHAIN LINK FEN TOS = TOP OF SLOPE EXISTING BLOW-OFF ASSEMBLY CONSTRUCT SEWER PER CITY TW = TOP OF WALL ti o-- o-o- 0 o- o---V- s STANDARDS S EXISTING SEWER MANHOLE EXISTING BARB WIRE FEN W =SIDEWALK CONSTRUCT SEWER MANHOLE I C EXISTING GROUND CONT „ „ SLOPE IN PERGENT EXISTING SEWER CLEANOUT TYPE A PER C.O,B. STD. S-7, ti ~ EXISTING STORM DRAIN MANHOLE LIP C CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. 5-20. EXISTING GAS VALVE -EXISTING CURB AND GUTI ~s FLOWLINE INFORMATIONAL ITEMS NOT A -----~----p CONSTRUCT STORM DRAIN P/L EXISTING PIPELINE MARKER - - - - - - EXISTING PROPERTY LINE PER CITY STANDARDS PART OF THIS CONTRACT ~i T EXISTING TELEPHONE PEDESTAL EXISTING N0.5 PULL BOX (Q CONSTRUCT STORM DRAIN MANHOLETYPE ~A"PER C.O.B. STD, S-7. PERIMETER wAU. EXIST{NG TELEPHONE VAULT ~ EXISTING TRAFFIC SIGNAL CONSTRUCT CATCH BASIN - „ „ ~ EXISTING TRASH CANS TYPE A PER C.O.B. STD. 5-12. ~ EXISTING MAST ARM TRAF EXISTING DRAIN PIPES WATERWAY PERIMETER EXISTING STREET LIGHTS CONSTRUCT PRECAST CATCH ~ R'"~ TRAFFIC SIGNAL BASIN AND APRON DECORATIVE RNER ROCK C~ EXISTING WATER FOUNTAIN STREET LIGH PEDESTRIAN HEAD f--- STATION IN 1~0 FEET BOULDER GROUPING, TYPICAL _ _ _ - CENTERLINE OF SECTION DESIGNATION: DETAIL DESIGNATION: CONSTRUCTION TOP OF CHANNEL BACK OF CURB SECTION LETTER DETAIL LETTER CITY STANDARD CONSTRUCT CURB & SLOPE RATE AT ~ LOW WATER CHANNEL DESIGNATION 4 } T'I'ER P HORIZONIAL TO VERTICAL FLOWLINE OF GUTTER GU ER C.O.B. STD. ST-1 A A _ AND SIDESLOPES S LiP OF GUTTER ~ • • ~ BACK OF CURB TOE OF CHANNEL ~ 2 CO CONSTRUCT 6 OR 8 STD. CURB m BACK OF CuR6 SHEET WHERE SECTION IS SHOWN SHEET WHERE fNDIGATES RI CONSTRUCT PLANTER CURB DETAIL IS SHOWN OF BAKERSFI COBBLE & BOULDER * N b 6 PLACEMENT r~ I~ 1. THE CONTRACTOR SHALL CONTACT THE U.S.A, LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING, i, r 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM THE WORK C NTAINED WITHIN THE E P 0 S LANS AND SPECIFICATIONS, .t 3. CONTRACTOR TO MAINTAIN TRAFFIC SIGNALS DURING CONSTRUCTION AND REPAIR ALL DAMAGED LOOPS IN ACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS AND STANDARDS. 4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS AND AS REVEALED 2~ BY THE USA LOCATORS PRIOR TO EXCAVATION OPERATION. CONTRACTOR SHALL VERIFY VERTICAL CLEARANCE BASED ON THE ° FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE FACILITIES MAY BEREVISED IFNECESSARY PRIOR TO CONSTRUCTION. a 5. CONTRACTOR IS ADVISED THAT OTHER CONTRACTORS ARE PRESENT ON THE PROJECT. THESE CONTRACTORS ARE ALSO PERFORMING ESSENTIAL CONSTRUCTION FOR DIRECTLY OR INDIRECTLY RELATED WORK FOR THE MILL CREEK PROJECT, THE CONTRACTOR SHALL WORK WITH THESE OTHER CONTRACTORS IN A COOPERATIVE MANNER SO THAT ALL ITEMS OF .is ~ CONSTRUCTION CAN BE SUCCESSFULLY AND TIMELY COMPLETED, i i I I i i I I ~ II ~ E i I) d ai I i I~ _ I, I - - - i ~ D D D- D ~,~►es.~~ i ~ ii i~ ii i ...s L_ _~__L_______~_~___________________~_~_______~_~____________ _ ;'-H~ `7 L ~ ~ N BI©ALTE .HATE 1 r. ~ ' 3 ..a, P ' NEW PARI~iNG AREA ~s ~ I ors ~ ~ ~ I ~ ~s i,~., 1,~„ {M Cxa wc? s~ sr ~er..,~Nw uat ~ ~ ~ _,e~ ~ ~ . ~n ~a:l~ ~ 4~ P~.,~A ~3.!. ,~u.. ..fit ~ Tra ~ s~ d a~f~'--- 1 ~ n; } , ` - r . o ~ ~a a. ' ~~"s ~ ~ ~ ~ ~ `^a . ~ a za y{ a, ~I ~ , _ d ~ ~ ~ . _ - - - - - d, ~ i -mot ,N;.a•u .i .a.. to 4 ~ a ° ' / . a n, I . 6 9 4 I'U'5',LT~ L 4.11 d 0 r MO-, , 00, i~ ' wo"m- to an o ~ Y V -L - ~ _ u Z l - LL= - I 77 1 ~ _ l I I V I I I I I ~ ° J 1 ~ ~ 1 I I 1 I C I I + I ~ ~ ~ I ' I c~ I W ii I I I I I IX3f I I ° „ i i I I I ~ I I „ I I I I II { I I I ii I I 1 I I I „ II I I I I I ~ ~ ~ I I ~ I I I I II i I 1 I ii J I ii I I I. I I I I I I I I j i ~ I ' l( i II I I I i~ I I I ~ ' ' J I I ~ I I I i ~ ~ J I s ~ J I I I I I I ii I I I I i ~ J J I J ~ ii I I I I ! L2 ~ _t___~~_- - --._.L_. - _ . c0 i ~ i i ~ I ~ I I , - r _ _ - I `l i~ PM: RDM ALE; 111 _ 30' Drawn By: - RDM Meyei r AutoCAD File: COB08002SP1 z Civil Engineering, Ir ile No: 7%=7mm%m= F COB 08-002 110 S. Montclair St,, Ste. 104, Bakersfield; CA 9~r 0 15 30 60 120 Date: Phone 661-836-9834 PAX 661-836-! 1(16/09 Rev. No. Date Revision Description Approved By n 10 11 12 13 14 r i