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W-383502
R-383515
PRDJEG T CDN TA G TS:
APPLICANT / OWNER ................
PNW HOLDINGS, LLC
..................................................
9675 SE 36TH STREET, SUITE 105
..................................................
MERCER ISLAND, WASHINGTON 98040
.................................................
(205) 588-1147
BOTTOM OF PIPE
CONTACT' JUSTIN LAGERS
..... ........................I..................
.... ............
JUS TIN9PNWHOLDINGS. CDM
Cl VIL ENGINEER
SD
.................................................
620 77H A VENUE
..........
KIRKLAND WASHINGTON 98033
..................................................
(425) 827-3063
..................................................E.
ACT• MAHER A JOUDI, •
P
..................................................
MAHER. JOUDIWRSTRONG. COM
SURVEYOR.,.... • .,........................
D.R. STRONG CONSULTING ENGINEERS, INC.
......•....• ... . ..................................620
7TH AVENUE
.............................................
KIRKLAND, WASHINGTON 98033
..................................................
(425) 827-3063
, . ..........................................
CON TA C T.• S TEPHEN J. SCHREI, P. L. S
..................................................
STEVE. SCHREI( ,pRSTRONG. COM
* ALL CROSSINGS WITH LESS THAN 18" CLEARANCE REQUIRE CASING AROUND
WA TER PIPE.
NO TE:
NO CONNECTIONS TO EXISTING WATER MAIN UNTIL AFTER TEST AND PURITY
ACCEP TANCE
CONNEC TI ON NO TE:
CONTRACTOR SHALL POTHOLE EXISTING 8" D.I. WATER MAIN (IN NE 16TH
STREET) AND EXISTING 12" D.J. WATER MAIN (IN RENTON ISSAQUAH RO SE) TO
VERIFY DEPTH PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED
IMMEDIA TEL Y IF THERE IS A VARIA TION FROM THE PROFILE (3' COVER
CURRENTLY SHOWN AT CONNECTION POINTS)
GENERAL NO TES:
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
SPECIFICATIONS AND STANDARD DETAILS OF WATER DISTRICT NO. 90. THE
SPECIFICATIONS AND STANDARD DETAILS MAY BE A SEPARATE SET OF
DOCUMENTS APART FROM THESER
D A WINGS
Ar
SE OF
APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUC770N.
2. THE OWNER SHALL FURNISH THE ENGINEER
W! TN A COPY OF
THE
APPROVED ROAD GRADE ROAD CROSS SECTION, AND DRAINAGE PLAN PRIOR
TO ANY WATERMAIN CONSTRUCTION.
J. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMA 77ON
AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION, OR
DEPTHS
4. PRIOR TO CONSTRUCTION OF ANY WATERMAINS, THE STREETS AND LOTS
SHALL BE STAKED AND THE CONTRACTOR SHALL LOCATE ALL EXISTING
U TILT TIES.
5. ALL WORK IN S TREE T RIGHT-OF-WAY TO BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE ROAD ENGINEER WITH JURISDICTION - THE CITY OF
REN TON.
6. WATERMAIN SHALL PASS UNDER STORM SEWER WHEN REQUIRED TO
MAINTAIN 3 -FOOT MINIMUM COVER OVER TOP OF WATERMAIN 8 -INCH AND
SMALLER (4 -FOOT MINIMUM FOR LARGER THAN B -INCH PIPE). THERE SHALL
BE NOT LESS THAN AN 18 -INCH CUSHION BETWEEN THE WATERMAIN AND THE
S TORM SEWER.
7. WATER SER OCES SHALL BE LOCATED AT LEAST 5 FEET FROM POWER
VAULTS HAND HOLES AND/OR LIGHT STANDARDS SERVICES SHALL BE
INSTALLED BY CONTRACTOR AND WILL BE LOCATED BY MUTUAL AGREEMENT
BETWEEN OWNER, DISTRICT, AND OTHER U77LITY COMPANIES.
B. FOLLOWING WATERMAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR
EASEMENT GRADES REQUIRES THE MAINS TO BE RECONSTRUCTED BY THE
OWNER TO CONFORM TO THE SPECIFICATIONS OF WATER DISTRICT NO. 90. ALL
ADDED COSTS OF INSPECTIONS FOR SUCH REVISIONS WILL BE CHARGED TO THE
OWNER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE
ACCEPTANCE BY WATER DISTRICT NO. 90.
9. WATER SERVICE CONNECTION DETAILS:
A. 2" X 4" WOOD MARKER PAINTED BLUE AND IMPRINTED WITH "WATER" IN
BLACK LETTERS SHALL BE PLACED AT EACH ANGLE STOP LOCATION MTH A
MINIMUM OF 18" OF THE MARKER EXPOSED.
B. PAINT SERVICE LOCATION ON CURB WITH COLOR AS DIRECTED BY THE
ENGINEER.
C. PROPERTY CORNERS SHALL BE PINNED AND THERE SHALL BE A
REFERENCE TACK PLACED IN THE CURB OR EDGE OF ASPHALT.
10. THERE SHALL BE A MINIMUM 10 -FOOT HORIZONTAL SEPARATION BETWEEN
WA TERMAINS AND SANI TAR Y SEWERS. VERTICAL SEPARATION SHALL BE PER
THE DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN MANUAL.
-
WATER MAIN EXTENSION PLAN
UTILITY CROSSING
TABLE
WATER EXTENSION PROFILE
C#
U71LI TY
BOTTOM OF PIPE
TOP OF PIPE CLEARANCE (FT)
F.G.
_
1
12
SD
463.67
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466.91
N
8
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2
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458.66
4
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472.37
(D
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6
5 RNs
467.65
*1.00
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3
12
SD
470.07
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473.43
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8
WA
SE 112TH ST
469.07
*1.00
4
8
WA_
464.13
467.80
w
EX.
93_ SS
460.63
1 3.50
* ALL CROSSINGS WITH LESS THAN 18" CLEARANCE REQUIRE CASING AROUND
WA TER PIPE.
NO TE:
NO CONNECTIONS TO EXISTING WATER MAIN UNTIL AFTER TEST AND PURITY
ACCEP TANCE
CONNEC TI ON NO TE:
CONTRACTOR SHALL POTHOLE EXISTING 8" D.I. WATER MAIN (IN NE 16TH
STREET) AND EXISTING 12" D.J. WATER MAIN (IN RENTON ISSAQUAH RO SE) TO
VERIFY DEPTH PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED
IMMEDIA TEL Y IF THERE IS A VARIA TION FROM THE PROFILE (3' COVER
CURRENTLY SHOWN AT CONNECTION POINTS)
GENERAL NO TES:
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
SPECIFICATIONS AND STANDARD DETAILS OF WATER DISTRICT NO. 90. THE
SPECIFICATIONS AND STANDARD DETAILS MAY BE A SEPARATE SET OF
DOCUMENTS APART FROM THESER
D A WINGS
Ar
SE OF
APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUC770N.
2. THE OWNER SHALL FURNISH THE ENGINEER
W! TN A COPY OF
THE
APPROVED ROAD GRADE ROAD CROSS SECTION, AND DRAINAGE PLAN PRIOR
TO ANY WATERMAIN CONSTRUCTION.
J. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMA 77ON
AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION, OR
DEPTHS
4. PRIOR TO CONSTRUCTION OF ANY WATERMAINS, THE STREETS AND LOTS
SHALL BE STAKED AND THE CONTRACTOR SHALL LOCATE ALL EXISTING
U TILT TIES.
5. ALL WORK IN S TREE T RIGHT-OF-WAY TO BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE ROAD ENGINEER WITH JURISDICTION - THE CITY OF
REN TON.
6. WATERMAIN SHALL PASS UNDER STORM SEWER WHEN REQUIRED TO
MAINTAIN 3 -FOOT MINIMUM COVER OVER TOP OF WATERMAIN 8 -INCH AND
SMALLER (4 -FOOT MINIMUM FOR LARGER THAN B -INCH PIPE). THERE SHALL
BE NOT LESS THAN AN 18 -INCH CUSHION BETWEEN THE WATERMAIN AND THE
S TORM SEWER.
7. WATER SER OCES SHALL BE LOCATED AT LEAST 5 FEET FROM POWER
VAULTS HAND HOLES AND/OR LIGHT STANDARDS SERVICES SHALL BE
INSTALLED BY CONTRACTOR AND WILL BE LOCATED BY MUTUAL AGREEMENT
BETWEEN OWNER, DISTRICT, AND OTHER U77LITY COMPANIES.
B. FOLLOWING WATERMAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR
EASEMENT GRADES REQUIRES THE MAINS TO BE RECONSTRUCTED BY THE
OWNER TO CONFORM TO THE SPECIFICATIONS OF WATER DISTRICT NO. 90. ALL
ADDED COSTS OF INSPECTIONS FOR SUCH REVISIONS WILL BE CHARGED TO THE
OWNER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE
ACCEPTANCE BY WATER DISTRICT NO. 90.
9. WATER SERVICE CONNECTION DETAILS:
A. 2" X 4" WOOD MARKER PAINTED BLUE AND IMPRINTED WITH "WATER" IN
BLACK LETTERS SHALL BE PLACED AT EACH ANGLE STOP LOCATION MTH A
MINIMUM OF 18" OF THE MARKER EXPOSED.
B. PAINT SERVICE LOCATION ON CURB WITH COLOR AS DIRECTED BY THE
ENGINEER.
C. PROPERTY CORNERS SHALL BE PINNED AND THERE SHALL BE A
REFERENCE TACK PLACED IN THE CURB OR EDGE OF ASPHALT.
10. THERE SHALL BE A MINIMUM 10 -FOOT HORIZONTAL SEPARATION BETWEEN
WA TERMAINS AND SANI TAR Y SEWERS. VERTICAL SEPARATION SHALL BE PER
THE DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN MANUAL.
VICINI TY MAP
10-15000
LEGAL. DESCRIP TI GN: N EO IST H
PARCEL A:
N THE WEST 1
THE NORTH 677 44 FEET OF 2 OF THE
,/ WEST 1/2 OF THE
SOU THEA S T 114 OF THE SOU THEA ST 1/4 OF SECTION 3, TOWNSHIP 23 NORTH
RANGE 5 EAST., W. M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 130
FEET OF PORTION LYING SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH
LINE, EXCEPT THAT PORTION OF SAID NORTH 677.44 FEET LYING SOUTH OF
THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE
SOUTH LINE OF THE NORTH 677.44 FEET WITH THE EAST LINE OF 17 -IE WEST
112 OF THE WEST 112 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF
SAID SECTION 3, THENCE NORTH 87 DEGREES, 49 MINUTES AND 08 SECONDS
WEST ALONG SAID SOUTH LINE A DISTANCE OF 89.01 FEET TO THE BEGINNING
OF SAID LINE, THENCE NORTH 67 DEGREES, 07 MINUTES, 57 SECONDS WEST A
DISTANCE OF 119.88 FEET TO INTERSECTION OF THE EAST LINE OF THE WEST
1,30 FEET F T 1 4 OF
3 EE O THE SOUTHEAST S / THE SOU THEA S T 114 OF SAID SECTION
3, SAID INTERSECTION BEING TERMINUS OF LINE; EXCEPT PORTION, IF ANY,
CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER
RECORDERS NDS 6468344 AND 7207120398.
PARCEL B.•
A NON-EXCLUSIVE EA SEMEN T FOR INGRESS AND EGRESS AS CREATED BY
INSTRUMENT RECORDED AS RECORDING NUMBER 7609140487. TAX PARCEL
NUMBER: 032305902101
LEGEND
EX. MAILBOX
EX. UTILITY POLE
j EX. STREET LI GH T
�, EX. LIGHT POLE
EX. CA TCH BASIN
. EX. SEWER MANHOLE
i. EX, TELE RISER
EX. SIGN
EX. WA TER METER
EX. WA TER VAL VE
11
11, EX. WATER BLOW OFF
' EX. FIRE HYDRANT
EX. DECIDOUS TREE
�,f,
EX. CONIFEROUS TREE
s� :a
Y
PROPOSED STREET LIGHT AND CABINET
PROPOS STORM DRAINAGE
RAINAGE
- _# PROPOSED SANITARY SEWER
PROPOSED WA TER
�T
PROPOSED FIRE H YDRAN T
N PROPOSED WATER METER
x PROPOSED GA TE VALVE
i PROPOSED CONCRETE BLOCKING
T PROPOSED BLOW OFF
If PROPOSED AIR VAC 1.
e PROPOSED MONUMENT
SHEET INDEX:
SHEET
-j-
WATER MAIN EXTENSION PLAN
SHEET
2 OF 5
WATER EXTENSION PROFILE
SHEET
3 OF 5
WATER MAIN DETAILS
SHEET
___1�!
:
CONSTRUCTION PROVISIONS
SHEET
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RANGE 5 EAST., W. M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 130
FEET OF PORTION LYING SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH
LINE, EXCEPT THAT PORTION OF SAID NORTH 677.44 FEET LYING SOUTH OF
THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE
SOUTH LINE OF THE NORTH 677.44 FEET WITH THE EAST LINE OF 17 -IE WEST
112 OF THE WEST 112 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF
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WEST ALONG SAID SOUTH LINE A DISTANCE OF 89.01 FEET TO THE BEGINNING
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CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER
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