HomeMy WebLinkAbout5.2-10037SUBDIVISION SANITARY SFWFR PI AN STANDARD NOTES:
1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE KERN COUNTY DEVELOPMENT
STANDARDS AND OTHER COUNTY ADOPTED POLICY.
' 2. MANHOLE FRAME AND COVERS SHALL BE ALHAMBRA A-127UOR APPROVED EQUAL,
CONFORMING TO ASTM A46-83 CLASS 3S -B AND HSU 44 HIGHWAY EVADING. CASI
INTO THE TOP OF THE COVER SHALL BE THE LETTER DESIGNATIONS "SEWER" AND "KCSO".
TWO. ONLY, PICKHOLES SHALL BE PROVTDEO IN THE COVER, ONE PICKHGLE IN THE BODY
OF THE COVER AND ONE PICKHOLE ON THE EDGE OF THE COVER.
' 3. MANHOLE STEPS ARE REQUIRED AND SHALL BE M. A. INDUSTRIES MODEL PS -2 -PF OR
PS -2 -PFS OR APPROVED EQUAL. THE TOP STEP SHALL BE NO MORE THAN 34" BELOW
FINISH STREET GRADE AND NO LESS THAN 20" BELOW THE TOP OF THE ECCENTRIC
MANHOLE CONE. TIE BOTTOM STEP SHALL BE 10' TO 20" ABOVE RIE MANHOLE
FLOOR. STEPS SHALL BE 12" ON CENTER AND SHALL BE IN VERTICAL ALIGNMENT
OVER TIE OUTGOING SEWER.
• 4_ ECCENTRIC MANHOLE CONES SHALL BE USED, WITH THE STRAIGHT VERTICAL BICE
POSITIONED OVER THE OUTGOING SEWER.
• 5. BUILDING SEWER TERMINATING IN SEWER MANHOLES SHALL BE 6" TO 12" ABOVE THE
INVERT OF THE OUTGOING SEWER. SEE ELEVATONS ON PLANS.
• 6. WHERE A CAST -IN-PLACE MANHOLE BASE IS USED, PLACEMENT 0E REINFORCING BARS
AND WATERSTCPS SHALL BE APPROVED BY THE SEWER IN;PECTOR PRIOR TO POURING OF
CONCRETE.
• 7. THE LETTER "S" SHALL BE SCRIBED IN THE TOP OF CURB DIRECTLY ABOVE EACH
BUILDING SEWER.
• 8. DROP MANHOLES, WHERE ALLOWED, SHALL HAVE INSIDE DROP SECTIONS. THE DROP
SECTION SHALL BE ONE PIPE SIZE LARGER THAN THE INCOMING SEWER, SHALL BE
CONSTRUCTED OF PVC SEWER PIPE AND SHALL BE CONSTRUCTED SO AS TO BE
REMOVABLE BY MAINIMANCE ORLWS FOR CLEANING WHEW IHE CROP BECTON BECOMES
PLUGGED, THE BOTTOM ELBOW OF THE DROP SECTION SHALL BE IN AN OPEN TROUGH
til UPED TO THE OUTGOING SEWER.
' 9. THIS PROJECT IS WTHIN THE BOUNDARIES OF ZONE OF BENEFIT NO. 3 OF COUNTY
SERVICE AREA NO. 71.
'10. A REPRESENTATIVE OF THE SANITATION DISTRICT SHALL BE PRESENT AT SEWER PRE -
CONSTRUCTION MEETINGS AND SHALL BE NOTIFIED TWO WORK -DAYS PRIOR IO START OF
SEWER CONSTRUCTION.
'11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER, THE COUNTY SERVICE AREA SHALL BE
PRONDED WTI ONE SET OF AS -BUILT DRAWINGS IN CRONAR.
12. PRIOR TO COMMENCING CONSTRUCTOR WITHIN EXISTING PUBLIC ROAD RIGHT-OF-WAYS,
AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE APPROPRIATE AGENCY.
13. WATEP.STOPS SHALL BE USED WHERE SERVICE LINES ENTER MANI TOLE WALLS AND SHALL
BE FERNCO CMA WATERSTOPS OR APPROVFO EQUAL.
14 OPEN MANHOLE TROUGHS SHALL RUN WALL-TO-WALL IN THE MANHOIF AND SHAII BE
OF TIF SAME DIAMETER, AS THE OUTGOING SEWER. DEPTH OF THE TROUGH SHALL BE
7/8 OF TI IT PIPE DIAMETER.
15_ MANHOLE FLCORS SHALL BE SLOPED, BEGINNING FROM 1" TO 2" ABOVE THE DUBUC
SEWER AND SLOPING DOWNWARD TO THE TROUGH EDGES, WITH THOSE EDGES BEING
ROUNDED.
16 WHFRF WAVE MAINS AND SEWERS CROSS, SEPARATION SHALL OE MAINTAINED PER
PI AIF NOS. S-9 k S-10 OF K.C..D. S.
17_ All BUILDING SEWERS SHAII BE CONSTRUCTED PER. DETAIL HEREON.
1D. ALL SEWER MANHOLES SHALL BE CONSTRUCTED PER PLATE N0. S-5 OF K.CD.S.
19. MANHOLE FRAME AND COVER SHALL BE CONSTRUCTED PFR PIATF 40. S-6 OF K.CD.S.
20. CLFSNOUTS SHALT. RE CONSTRUCTED PM PIATF NOS. S-7 k S -B OF K.C.D.S.
21_ FOR DRY SEWERS, THE SEWER SYSTEM SHALL TERMINATE IN A PURI IC RIGHT-OF-WAY
WITH ACCESS TO THE FLITURE TRUNK SEWER SYSTEM THAT IS TO SERVE THE AREA, IF
THE SEWER SYSTEM 15 TO BE CONSTRUCTED IN PHASES, EACH PHASE MUST ALSO SO
TERMINATE.
COUNTY SFRVICE AREAS OR COUNTY SANITATION DISTRICT ONLY
BENCHMARK USED
RAILROAD SPIKE WEST FACE OE POWER POLE100' SOUTH
AND 5' EAST OF THE NORTHEAST PROPERTY CORNER PET
K.C.SF.H. 1147, PC. 15.
ELEVATION - 376.74
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APPROVFD BY:
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