HomeMy WebLinkAboutMaple St. K to N Utility Improvementsr
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FIELD VERIFY ILOCATION
OF END OF 1MATERMAIN
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FURNISH AND INSTALL10'
1) 6" GATE VALVE
FIELD LOCATE EXISTING G.V.
STA 7+ 7. 25' L
FURNISH AND INSTALLI (1) FIRE HYDRANT ASSEMBLY
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MUMS:
1. ALL MAINTANENCE HOILE TOPS TO BE SET TO EXISTING GRADE.
2. ANY TRENCH REPAIR ACROSS EXISTING ASPHALT REQUIRES C.Q.F. BACKFILL
SEE DETAILS SS -2A, AND SS -28)
3. PROPERTY OWNERS Td BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION
THAT WILL INTERFERE WITH DRIVEWAY ACCESS. DRIVEWAYS TO BE ACCESSIBLE
BETWEEM 4 PM AND 8 AM. DRIVEWAYS TO BE RESTORvD TO CONDITION
PRIOR TO CONSTRUCTION.
4. A SANITARY SEWER CLEAN —OUT SHALL BE PROVIDED WITHIN 3 FEET
OF BUILDING OR STRUCTURE TO BE SERVED PER CITY uF PORT TOWNSEND
ENGINEERING STANDARDS
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5. MAINTENANCE HOLES TO BE 48" IN DIAMETER.
6. NEWLY INSTALLED MAINTENANCE HOLES TO HAVE
ADDITIONAL 6" RING ATTACHED TO BASE TO PREVENT
UPLIFT (THICKNESS VARIES). SEE DETAIL SS -3.
7. SANITARY SEWER PIPE CONNECTION TO MAINTENANCE
HOLES TO BE WATERTIGHT CONNECTION.
8. INFILTRATION TRENCHES TO REMAIN OFF —LINE UNTILL
SITE IS STABALIZED.
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ENCH I TOP . =214.0 +/-
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BM 43 CITY OF PORT TOWNSEND
2" BRASS DISC 0 INT. "Q" ST. & "FIRST ST."
ELEV. = 175.72' NAVD 88
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EH PROPOSED WATER SERVICE
PROPOSED AIR RELIEF VALVE
PROPOSED EDGE OF GRAVEL ROAD Io- PROPOSED BLOWOFF
PROPOSED FIRE HYDRANT
PROPOSED GATE VALVE
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PROPOSED ASPHALT SURFACE
PROPOSED GRAVEL SURFACE
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Scale 1" 20'
REV. 3 -16 -2000 PER CITY REVIEW
REV. 3 -2 -2000 PER CITY REVIEW
REV. 2 -9 -2000 PER CITY REVIEW
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SEMW 2, TJW MW, W.AL JEREWN (UM'WA
A.D./A. nn
P.O. BOX 847
A.D.Q. EMQNEEwuy LLC PHONE (360)''779-6631, .
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B.I. - PHONE: (206) 842 -6123
FAX: (350) 779 -7031 r
DRAWN. KDK /BW CHECKED: HAA SCALE. 1"=20' ' JOB NO.:99 -S3582
DESIGN: RBG /KDK DATE: JAN. 2000 SHEET 2 OF. 7 FILE NO.: 16.29X
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LECMEND
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ELEV. = 166.59'
i INSTALL TYPE
1 TOPE _ 78.00 +/- I gyp. I. 4.00 + -
EXISTING SANITAR MH D16
1 N TOP EL_ =168.1 1
IN. EL.- 163.82 ICoNN0 -164 1
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t ss - `_INFILTRA ION TRENCHI2I187.98
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ADS. N 12 PERK. (SEE -DE AIL - --
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REV. 3 -16 -2000 PER CITY REVIEW
NUMBER I R ='
DIRECTION
LECMEND
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02' 18'04" 4.02
C2 100.00
OP OF SLOPE
0- THEO. CENTERLINE
Z EXISTING EDGE OF GRAVEL
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R/1N
2' CONTOUR178
cn Z
u/c P UNDERGROUND POWER
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EXISTING STORM DRAINAGE
I- W s4+ EXISTING SEWER MAIN
1" O Z m WATER VALVE
1 FIRE HYDRANT
2 Q 0 EXISTING SEWER MANHOLE
LA_ t POWER POLE
w m TELEPHONE POLEUTELEPHONEPEDISTAL
SIGN
v cn m TRAVERSE POINT
CATCH BASIN
WATER SERVICE
AIR VACUUM VALVE ASSEMBLY
O FINISHED GRADE
PROPOSED SEWER MAIN AND MHOPROPOSEDSANITARYSEWERCLEAN -OUTBPROPOSEDWATERSERVICE
PROPOSED AIR RELIEF VALVE
PROPOSED EDGE OF GRAVEL ROAD
o- PROPOSED BLOWOFF
JQ PROPOSED FIRE HYDRANT
PROPOSED' GATE `: VALVE
CUT - u
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PROPOSED ASPHALT SURFACE
PROPOSED GRAVEL SURFACE
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REV. 3 -16 -2000 PER CITY REVIEW
NUMBER I R ='
DIRECTION
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C 1 100.00 02' 18'04" 4.02
C2 100.00 06'52' 12" 11.95-- 1.99
C3 100.00 0701"10 " 12.25
C4 100.00 02'13'27" 3.88
REV. 3 -2 -2000 PER CITY REVIEW
NOTES: REV. 2 -9 -2000 PER CITY REVIEW
1. ALL TREES TO BE REMOVED ARE TO BE FLAGGED
AND INSPECTED BY CITY PRIOR TO REMOVAL -- - - - - - - --
3, u° i ,I
NUMBER DIRECTION DISTANCE
L1 S09'17'48 "W 1010.01'
L2 S09-1 0'44"W 100.08'
L3 50958'18 "W 99.77'
L4 S1 (741'27"W 98.,26'
L5 S 12'59'31 "W 91.,97'
L6 S06'07' 19 "W 88.16'
L7 S13'08'29 "W 92.101'
L8 S11755'03"W 78.74'
2. BLOCK CORNERS TO BE ESTABLISHED BY SURVEY a
PRIOR TO CONSTRUCTION. Qw
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s - B 3 APRIL
M 43 CITY OF PORT TOWNSEND 3 _
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2" BRASS DISC 0 INT. "Q" ST. & , FIRST ST."
ELEV. = 175.72' NAVD 88 DRAW
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ELEV. = 175.72' NAVD 88
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