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NOTES
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1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR r~ V
TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH o,~, 4
PRIOR TO TRENCHING. ~ ~ ; ` ~ C i~ 1 2 f S
2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO ~ ~ yy
PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. ~ ~ ~ . t
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3. CONTRACTOR TO MAINTAIN TRAFFIC SIGNALS DURING CONSTRUCTION AND REPAIR ALL DAMAGED W ~ f
LOOPS IN ACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS AND STANDARDS. _ E i
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4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE ~ ~ ~ W
PLANS AND AS REVEALED BY THE USA LOCATORS PRIOR TO EXCAVATION OPERATION. CONTRACTOR W f SHALL VERIFY VERTICAL CLEARANCE BASED ON THE FIELD CUT STAKES AND NOTIFY THE ENGINEER -
OFANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE FACILITIES MAY BE REVISED IF ~ ~ ` / r
NECESSARY 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 ° o ~ ~ a
RELATED WORK FOR THE MILL CREEK PROJECT. THE CONTRACTOR SHALL WORK WITH THESE OTHER ~ ';t
CONTRACTORS IN A COOPERATIVE MANNER SO THAT ALL ITEMS OF CONSTRUCTION CAN BE ° SUCCESSFULLY AND TIMELY COMPLETED. .
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PEDESTRIAN CROSSWG PLAZA: CITY FORCES TO CONSTRUCT CURB, GUTTER AND PAVING AND INSTALL STUBBED UITLITY ~ ITEMS. CONTRACTOR TO CONSTRUCT ALL REMAINING ITEMS.
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LEGEND ITEMS OF CONSTRUCTION TOPOGRAPHY
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^ CANAL RAILING ~ryS~~pROPOSED FINISHED GRADE ~ FQUND MONUMENT AS DESCRIBED I'❑ EXISTI ~Y.
PROPOSED FENCE ABBREVIATIONS: -a- EXISTING POWER POLE ABBREVIATIONS [D] EXISTI BC =BEGIN CURVE i
DECORATIVE PAVING Cs = CATCH BASiN CO OO EXISTI
rn '~~L~1 v o BW = BACK OF WALK EXISTING DOWN GUY EP EDGE OF PAVEMENT D EXISTING ELECTRICAL METER TC TOP OF CURB C/L =CENTERLINE FL FLOWLINE I//'' n ~ I
PARK BENCH C.O.B. - CITY OF BAKERSFIELD R'~ ~y v~ ~ O _p
' ~ DWS =DESIGN WATER SURFACE EXISTING TRAFFIC SIGN CL CENTERLINE EXISTI ELEV, EL =ELEVATION EVER PROPOSED TREES EC =END CURVE ELEV ELEVATION
EP = EDGE OF PAVEMENT + EXISTING STREET NAME SIGN FC FINISH CONCRETE ~y~9?' SURV ~ ~ PROPOSED EXIST = EXiSTwG
TRAFFIC SIGNAL FC =FINISHED CONCRETE ~ R EXISTING IflRIGATION VALVE OR RISER S EXISTI
FG =FINISHED GRADE PROPOSED LIGHT FL = FLOWUNE O EXISTING IRRIGATION STANDPIPE - - ° EXISTI
STANDARD Ge =GRADE BREAK 6 1
INV =INVERT W EXISTI LIGHTED BOLLARD M =MATCH DQ EXISTING WATER VALVE }
MH =MANHOLE ~ EXISTING FIRE HYDRANT T EXISTI t~ - - . .
°=o° o~ DETECTABLE WARNING io oeggeo eeg oo=e^°a RG = ROUGH GRnDE ~ EXISTING WATER METER ~ EXISTI STRIP SD =STORM DRAIN
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cEo~ WATER FOUNTAIN SG = SUS GaaoE EXISTI STD=STANDARD EXISTING HOSE BIB STA =STATION ~ EXISTING WHARF HYDRANT - - - - - - - ~ISTI
O TRASH RECEPTACLE rC = roP OF CURB X x EXISTi
CONSTRUCT SEWER PER CITY TOS = 70P OF SLOPE IXISTING BLOW-OFF ASSEMBLY
CO 5 STANDARDS ~ = TOP OF WALL S EXISTING SEWER MANHOLE EXISTI W =SIDEWALK
S~ CONSTRUCT SEWER MANHOLE 2~ 35p___._..___---- EXISTI V 3~
TYPE "A" PER C.O.B. STD. S-7. SLOPE IN PERCENT OC EXISTING SEWER CLEANOUT
C CONSTRUCT SEWER CLEANOUT UD EXISTING STORM DRAIN MANHOLE Lip PER C.O.B. STD. 5-20. EXISTII = EXISTING CURB AND GUTTER
FLOWLINE INFORMATIONAL ITEMS (NOT A EXISTING GAS VALVE CONSTRUCT STORM DRAIN P/L EXISTING PIPELINE MARKER - - - - - - EXISTI EXISTING PROPERTY LINE
PER CITY STANDARDS PART OF THIS CONTRA c
T EXISTING TELEPHONE PEDESTAL EXISTi CONSTRUCT STORM DRAIN VtQTlnl(--% Kin r-DI 111 Rnv
MANHOLE TYPE "A" PER C.O.B. STD. S-7o.. PERIMETER WALL EXISTING TELEPHONE VAULT EXfSTI'
CONSTRUCT CATCH BASIN - EXISTING TRASH CANS TYPE "A" PER C.O.B, STD. S-12 L~ EX{STII
EXISTING DRAIN PIPES - WATERWAY lx~ PYRTIN( TRAFPI('..g,I(;NAI MKITP01 I FR
i PERIMETER EXISTING STREET LIGHTS CONSTRUCT PRECAST CATCH T =Lod
BASIN AND APRON DECORATIVE RIVER ROCK EXISTING WATER FOUNTAIN STREET LIGHT PEDESI n GYIQTIKI(- AAACT ADKA TRAGGI(- Clf--MAI
STATION IN 100 FEET BOULDER GROUPING,
2pq 0 ! TYPICAL CENTERLINE OF SECTION DESIGNATION: DETAIL DESIGNATION
CONSTRUCTION TOP OF CHANNEL BACK OF CURB CONSTRUCT CURB & SLOPE RATE AT SECTION LETTER DETAIL LETTER
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GUTTER PER C.O.B. STD. ST-1 HORIZONTAL TO VERTICA LOW WATER CHANNEL L N FLOWLINE OF GUTTER AND SIDESLOPES A A S " LIP OF GUTTER - - - - m ~ - J
TOE OF CHANNEL BACK OF CURB" 2 2 ~cbEi) t
CONSTRUCT 6" OR 8" STD, CURB
BACK OF cUR67--~ SHEET WHERE SECTION IS SHOWN SHEET WHERE CONSTRUCT PLANTER CURB DETAIL IS SHOWN 'r i
COBBLE & BOULDER
N a 6 PLACEMENT
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RDM Drawn By:
RDM
Meyer AutoCAD File:
COB08002SP1 IV 'I Engineering, Inc f_
File No: COB 08-002 s.•
110 S. Montclair St., Ste. 104, Bakersfield, CA 933C Date: J i°
_ Phone 661-836-9834 FAX 661-836-97( 1/16/08 Rev. No. Date Revision Description Approved By
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