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MH #67 PROTECT EXISTING MONUMENT.
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IE 10" W = 63 38 iF DISTURBED, --LICENSED SURVEYOR MUST
RE E-STA-BLISH & CERTIFY THE LOCATION.
LOT 1
LEGEND
EXISTING
MONUMENT FOUND
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IRON PIPE FOUND
MONUMENT LINE
PROPERTY LINE
MANHOLE
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SANITARY SEWER
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CONCRETE CURB
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CONCRETE PAVEMENT
HOUSE
DECIDUOUS TREE
CONIFEROUS TREE
1
Ln 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S
00 REQUIREMENTS AND SPECIFICATIONS.
N 2. STANDARD SPECIFICATIONS SHALL BE 1981 APWA AS MODIFIED BY THE CITY OF AUBURN.
I _`0 3. A COPY OF THESE APPROVED PLANS SHALL BE ON -SITE DURING CONSTRUCTION.
I uri4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL
`n (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER,
N GAS, POWER, TELEPHONE, AND TELEVISION).
oz 5. LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND NOT COMPLETE. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND
LOCATIONS SO AS TO AVOID DAMAGE OR DISTURBANCE DURING CONSTRUCTION.
6. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR
GPK MANHOLE ADAPTORS, OR APPROVED EQUAL.
L I 7. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12 FEET 6 INCHES FOR SDR 35 PIPE.
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r 8. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, 4 INCHES UNDER TO
6 INCHES MINIMUM OVER THE PIPE.
I 9. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED
ROCK, 6 INCHES MINIMUM UNDER TO 6 INCHES OVER THE PIPE.
10. ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL MODIFIED
BY THE CITY OF AUBURN.
11. PIPE TRENCH BACKFILL MATERIAL WITHIN THE RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS
CRUSHED ROCK.
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1 N890 09' 42. 0" W 660. 254
1� AC PAVEMENT SAWCUT & RESTORATION
PER CITY OF AUBURN REQUIREMENTS
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NEW
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SCALE: 1" = 20'
JOB NUMBER 87003.0
ERIC V. PICKLE - AUBURN SITE
TOPOGRAPHIC MAP
NOTES
12. EXISTING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH WITH STRAIGHT, UNIFORM
EDGES. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH
ASPHALT EMULSION (CSS-1).
13. STREET CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW), 5 FEET FROM EACH
SIDE OF ALL DRIVEWAYS AND 15 FEET EACH SIDE OF ALL FIRE HYDRANTS.
14. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE
PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL.
15. ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL
SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET.
16. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE
UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR OR A LICENSED PROFESSIONAL
CIVIL ENGINEER.
17. DURING CONSTRUCTION ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT
CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS
DIRECTED BY THE CITY.
18. SAWCUT 12" MINIMUM BEYOND EXCAVATION AS REQUIRED AND RESTORE STREET PAVEMENT
TO MATCH EXISTING.
19. NEW FIRE HYDRANT ASSEMBLY SET PER CITY STANDARD DETAIL. INSTALL HYDRANT NEAR
PROPERTY LINE BETWEEN LOTS AND INSTALL AT BACK OF SIDEWALK CLOSE TO STREET
RIGHT-OF-WAY LINE.
20. PVC PIPE SHALL CONFORM TO ASTM D3303, D3034, AND F789 APPROVED RUBBER
GASKETS. AT DEVELOPER'S OPTION, CONTRACTOR MAY SUBSTITUTE IN WHOLE (NOT PART):
(A) CONCRETE SEWER PIPE WITH APPROVED RUBBER JOINTS MEETING ASTM C14, EXTRA
STRENGTH, OR
(B) DUCTILE IRON PIPE CONFORMING TO A5A A21.51, CLASS 52, CEMENT LINED, WITH
TYTON OR APPROVED PUSH -ON JOINTS. ALL FITTINGS SHALL CONFORM TO THE SAME
SPECIFICATIONS OF THE PIPE, EXCEPT PROVIDE MECHANICAL JOINTS.
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