HomeMy WebLinkAbout1.2-5606 Ph C Record DrawingSE WE R PLANS STANDARD NOTES:
1. All improvements shall be in 'accordance with the Kem County Development
Standards and other County adopted policy
2 Manhole frame and covers shall be Alhambra A-1270, or approved equal, con—
forming to ASTM A48-83 Class 35B and H2O -44 Highway Loading. Cast into
the top of the cover shall, be the letter designations "SEWER" and 'KCSD'.
Only two pickholes shall be provided in the cover, one pickhole in the body of
the cover and one pickhole on the edge of the cover.
3. Manhole steps are required and shalt be M.A. lndustries Model PS-2—PF or
approved equal polypropelene coated manhole step. 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. The bottom step shall be 10' to 20' above
the manhole floor. Step shall be 12' on center and shall be in vertical align—
ment over the outgoing sewer.
4. Eccentric manhole cones shall be used, with the straight vertical side
positioned over the outgoing sewer.
5.' Building sewers terminating in sewer manholes shall be a minimum 6' to a
maximum 12' above the invert of the outgoing sewer.
6. Where a cast—iK—place manhole base is used, placement of reinforcing bars
and watdr stops shall be, approved by the sewer inspector ' 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 section. 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
maintenance crew for cleaning when the drop section becomes plugged. The
bottom elbow of the drop section shall be in an open trough sloped to the
outgoing sewer.
9. Where there is no existing County Service Area, a County Service Area shall be
formed for purpose of sewer maintenance prior to recordation of tract. C.S.A
171, Zones 3,5,7, and 8 ham been extended to provide dry sewer maintenance,
and septic monitoring.
10. A representative of the Sanitation District shall be present at sewer pre-
construction meetings and shall be notified two work days prior to start of
sewer construction.
11. Prior to final acceptance of the sewer, the County Service Area shall be,
provided with one set of the %—Bullf drawings In Cronar
12 Prior to commencing construction within existing public road right—of—ways,
an encroachment permit shall be obtained from the appropriate agency.
II& For dry sewers the seer systenn sly tumhate in the phk *t-4—way
with access to the furs ttivilt stem that Is to um the aro&
ADDITIONAL NOTES:
1. SUBGRADE TO BE DETERMINED BY. CONTRACTOR. CONTRACTOR SHALL BE
RESPONSIBLE .FOR PROVIDING PROPER SUBGRADE.
2 CONSTRUCTION SURVEYS REQUIRED TO PERFORM THE SPECIFIED EARTHWORK
WILL BE PROVIDED ONCE BY THE CIVIL ENGINEER. THE COST FOR RESTAKING
SHALL BE BORNE BY TtiE CONTRACTOR.
PRIVATE. ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A FIELD SEARCH AND A SEARCH OF THE AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS
SHOWN ON THIS MAP.
THE CONTRACTOR,IS REQUIRED TO TAKE DUE PRECAU11ONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS
DRAWING.
a ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
INFORMATION OR .DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR
TO CONSTRUCTION. 1-800-642-2444
DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE AUTHORITIES
REGARDING LOCATION AND MODIFICATION OF ABANDONED WELLS PRIOR TO GRADING.
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TYP I CAL EXTENSION OF DRY SEWER TO SEPTIC SYSTEM
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Drawing File: D:\SEW\FS5606C
BENCH MARK SET:
CHISELED SQUARE ON TOP OF CURB 10'
EAST OF EAST END OF CURB RETURN ON
SOUTH EAST CORNER HAGEMAN AND JENKINS
E LE VATION 357.650
BENCH MARK USED:
COPPER POINT IN 6" CONCRETE MONUMENT AT C.L.
JENKINS ROAD AND MEACHAM ROAD WiTH RCE 2777
TAG DATED 4:30-41 14° DEEP
ELEVATION 356.242
PER KCSFB 665-A PG.44
L E6EN-0
-s- TYP. SEVER MAIM & MANHME
(PER PLATE N0. S-5 & S-6 K.C.D.S.)
SEWER LATERALS PER PLATE NO. S-•2 K.C.D.S.
NOTE: SEWER LATERALS TO HAVE 4' MIN. COVER
AT PROPERTY LINE (TYP.)
KEY MAP
SCALE: 1' = 200'
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No. C36734 ` Y}
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APPROVED BY:
- KERN COUNTY ENGINE17MING & SURVEY DEPARTMENT DATE
4 DIRECTOR
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(805) 327-8492 FAX 327-8493 JOB NO. - 96-109.01 SHEET 1 OF 4 SHEETS
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FOUNDATION FOR UNSUITABLE
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6' MiN. IF REQUIRED
TYPICAL TRENCH
SECTION DETAIL
IN PAVED AREAS
PLATE NO. S-1 N.T.S.
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3:26 PM
Drawing File: D:\SEW\FS5606C
BENCH MARK SET:
CHISELED SQUARE ON TOP OF CURB 10'
EAST OF EAST END OF CURB RETURN ON
SOUTH EAST CORNER HAGEMAN AND JENKINS
E LE VATION 357.650
BENCH MARK USED:
COPPER POINT IN 6" CONCRETE MONUMENT AT C.L.
JENKINS ROAD AND MEACHAM ROAD WiTH RCE 2777
TAG DATED 4:30-41 14° DEEP
ELEVATION 356.242
PER KCSFB 665-A PG.44
L E6EN-0
-s- TYP. SEVER MAIM & MANHME
(PER PLATE N0. S-5 & S-6 K.C.D.S.)
SEWER LATERALS PER PLATE NO. S-•2 K.C.D.S.
NOTE: SEWER LATERALS TO HAVE 4' MIN. COVER
AT PROPERTY LINE (TYP.)
KEY MAP
SCALE: 1' = 200'
1r1W1111,1 MAr
N.T.S.
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No. C36734 ` Y}
• � . cep. s-ao-oa �' .
APPROVED BY:
- KERN COUNTY ENGINE17MING & SURVEY DEPARTMENT DATE
4 DIRECTOR
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1430 TRUXTUN AVE. —SUITE 720 ROBERT E. SMITH RGE 35473 DATE
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(805) 327-8492 FAX 327-8493 JOB NO. - 96-109.01 SHEET 1 OF 4 SHEETS
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