HomeMy WebLinkAbout05D1873�`
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SITE PLAN NOTES:
1. FLOOR DRAINS NOT TO BE INSTALLED AT THIS TIME. IF I JSTALLED LATER THEY
SHALL BE DIRECTED TO THE SAN. SEWER VIA AN APPRO� -7 D OIL/WATER SEPARATOR.
-
2. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DII,ECTED TO AVOID LIGHT
SPILLAGE ONTO ADJACENT PROPERTIES AND AVOID GLARE FOR MOTORISTS TRAVELING
.
3. STREET CURB SHALL BE PAINTED WITH FORMULA WID-Y1, FIVE FEET FROM EACH SIDE
OF DRIVEWAY. IN ACCORDANCE W/ ACC 18,52.050 (C) PARKING LOT LIGHTING .MUST
NOT EXCEED 1� FOOT CANDLES AT THE PROPERTY LINES.
4. POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FACE OF BUILDING AS/IF REQUIRED
BY THE CITY OF AUBURN.
5. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W1 U11LITY
PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE
LOCATIONS W1 DEVELOPER /BUILDING OWNER.
6. IN ACCORDANCE W/ ACC 18.52.090(8)(4) ALL COMPACT STALLS MUST BE CLEARLY
IDENTIFIED ON -SITE THROUGH PAINTING THE WORD mcomp,Acr IN UPPER CASE BLOCK
LETTER USING WHITE PAINT ON THE PAVEMENT WITHIN THE INDIVIDUAL PARKING SPACE.
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EX. BUILDING
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NEW MONUMENT � \�, - - - -L� -
SIGN
EXIST. WETLAND "A" AS DELINEATED
BY JOHN COMIS ASSOCIATES &
ACCEPTED BY THE ARMY CORPS OF
ENGINEERS (REF NO. 200a-4-01127)
SURVEY BY H.G.G. & ASSOCIATES,
OFFSITE ESTIMATED
1 . THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S
REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY
CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE
OWNER, ENGINEER AND THE CITY.
2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE 2002 "WASHINGTON
STATE )EPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION', EXCEPT WfHERE
SUPPLEMENTED OR MODIFIED BY THE CITYS PROJECT SPECIFICATIONS MANUAL.
.1 COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE
DURING CONSTRUCTION.
3. A PRE- CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START
.OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT
. 253-931-3010 TO SCHEDULE A MEETING.
4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROX. THE CONTRACTOR
IS CAU11ONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE
DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE
THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND U71LITIES
AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES.
IDENTIFICATION, LOCA71ON MARKING AND RESPONSIBILITY FOR,
UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISION
OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR
TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL
" (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER,
STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION).
5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND
SCHEDULE FOR HAULING MATERIAL TO THE STE SHALL BE SUBMITTED
TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED
HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING
MAY BE LIMITED TO APPROXIMATE OFF-PEAK HOURS OR ALTERNATE ROUTES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND
AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS
AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE
SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND
THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS
BECAUSE OF CONTRACTORS OPERATIONS OR
TED WITH THEM.
7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES
SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND
SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER.
8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE.
REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT.
52.08'
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UTILITY CONFLICT NOTE:
CAUTION:
LL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION,
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF
THE EXISTING UTILITIES AT LOCATIONS OF' NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
TS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS
ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT POE ENGINEERING, INC, TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
9.67'
301.33'
97,048.79 S.F.
2.23 ACRES
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GRAVEL FILTER � LEX. STORM WATER DETENTION/
WINDOW PER WATER QUALITY FACILITY
DTL_ 5/C4 PER GRA 03-0006
.
.
CONSTRUCTION SEQUE ^I-
1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN (C.O.A.).
2. CLEARING AND GRADING LIMITS ESTABLISHED PER GRADE & FILL PLAN BY
POE ENGINEERING, INC. SEE GRA 03-0006 & FAC 03-0006, CONTRACTOR
SHALL OBTAIN A COPY OF APPROVED PLANS FROM THE CITY OF AUBURN.
3. CONTRACTOR SHALL VERIFY THAT ALL EROSION CONTROL DEVICES, CB
PROTECTION, THE STORM WATER POND, ALL DITCHES AND SWALES AS
SHOWN BY THE GRADING PLANS ARE INSTALLED TO DIRECT ALL SURFACE
ONSTRUCTION PROGRESSES. NO UNCONTROLLED
SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME
DURING THE GRADING OPERATIONS.
4. WORK WITHIN R/W (IF ANY) SHALL BE LIMITED TO 15 CONSECUTIVE DAYS.
CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN REGARDING TIMING.
5, FINISH GRADING, UTILITY INSTALLATION & BUILDING CONSTRUC11ON MAY BEGIN.
CONTRACTOR SHALL WATER THE SITE AS NECESSARY TO REDUCE DUST
EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY DURING DRY PERIODS.
6. OBSERVE REQUIREMENTS OF PROJECT GEOTECHNICAL REPORT DURING ALL
T GRADING, FILLING, AND BUILDING SUB -GRADE
PREPARATION.
7. CONSTRUCT UTILITIES & PERMANENT STORM CONVEYANCE FACILITIES,
8. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE
TION AND MAINTENANCE OF THESE FACILITIES.
9. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY
THE C.O.A. INSPECTOR.
10. REMOVE EROSION & SEDIMENTATION CONTROL MEASURES UPON FINAL SITE
STABILIZATION & APPROVAL FROM CITY OFFICIAL.
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.0 1 1 L r— LM 11
1 P) = 40' — — - =
SHEET INDEX
ci SITE PLAN
C2 WATER & SEWER PLAN
& GRADING PLAN
C4 DETAILS & NOTES
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LOCATED IN THE S.W. 1/4 OF SEC. 13, T21 N�oq R4E49 W.M.
AUBURN, WASHINGTON
LEGAL DESCRIPTION
LEGAL DESCRIPTIONS (EXISTING LOTS: I & 2 PRIOR TO LOT LINE ADJUSTMENT)
LOT 1
THE WEST HALF OF THE EAST HALF OF THE EAST HALF OF THE NORTHEAST QUARTER OF TH7
SOUTHWEST QUARTER, SEC11ON 13, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERID1k,N IN KING
COUNTY, WASHINGTON;
AND THE EAST HALF OF THE WEST HALF OF THE EAST HALF OF SAID NORTHEAST QUARTER ,)F THE
SOUTHWEST QUARTER;
FEET OF THE NORTH 918 FEET THEREOF LYING EAST OF THE WEST '�5 FEET OF
SAID EAST HALF OF THE WEST HALF OF THE EAST HALF OF SAID NORTHEAST QUARTER OF idi SOUTHWEST
QUARTER;
AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR STATE 11(',HWAY
NO. 5 BY DEED RECORDED UNDER RECORDING NUMBER 2726487.
NT FOR INGRESS A14D EGRESS OVER THE NORTH 250.00 FEET OF THI: 'NEST 35.00
FEET OF THE EAST HALF OF THE WEST HALF OF THE EAST HALF OF SAID NORTHEAST QUARIER OF THE
SOUTHWEST QUARTER EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINCTON FOR
STATE HIGHWAY NO. 5 BY DEED RECORDED UNDER RECORDING NUMBER 2726487.
VER THE WEST 30.00 FEET OF THE NORTH 200.010 FEET OF THE
WEST HALF, EAST HALF, EAST HALF OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; EXCEPT
THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR STATE HIGHWAY NO. 5 BY DEED
CORDING NUMBER 2726487.
LOT 2
THE SOUTH 718 FEET OF THE NORTH 918 FEET OF THE WEST HALF OF THE EAST HALF OF THE EAST HALF
OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 EAST,
WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON;
AND THE SOUTH 718 FEET OF THE NORTH 918 FEET OF THE EAST HALF OF THE WEST HALF OF THE EAST
HALF OF SAID NORTHEAST QUARTER OF THE SOiUTHWEST QUARTER EXCEPT THE WEST 35.00 FEET THEREOF;
MENT FOR UTILITIES OVER THE WEST 30.00 FEET OF THE WEST HALF OF THE
EAST HALF OF THE EAST HALF OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER EXCEPT THAT
PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR STATE HIGHWAY NO. 5 BY DEED
CORDING NUMBER 2726487;
TOGETHER NTH AN EASEMENT FOR INGRESS AND EGRESS OVER THE NORTH 250 FEET OF THE WEST 35.00
FEET OF THE EAST HALF OF THE WEST HALF OF THE EAST HALF OF SAID NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR
STATE HIGHWAY NO. 5 BY DEED RECORDED UNDER RECORDING NUMBER 2726487. 1
SITE- DATA
STE AREA . ............. I ....................................................
� ........... 312,405.70 S.F. (7.17 ACRES)
ZONING ................... � ........................
� .................... ............ � ...... Ml (SITE & ADJACENT)
OCCUPANCY.........................................................................
� ..... B. S1, F1
CONSTRUCTION ......... .........................
I ..... ** .................... I ..... ... .... V8 BUILDING
SPRIINKLERS........................ "
. * ........................ ' .......... * ......... YES
SETBACKS (REQURED):
FRONT............. ...... � .......
* ... ...... * ..... * ..... , ..................... 20'
SIDE STREET ......... I .....................................
�'
I ........ I .......... ....20'
OTHER ................................
� I
f.. ...: ... I., ................................... . NONE
SETBACKS (PROVIDED):
NORTH............ ......... .....
� "I'l''''I'll''''I"*11,111,111,11I 1 125' (+)
SOUTH.................... * .........
* ........... * ................ ** ....... * ...... 345' (+)
EAST .............. .... ** .... * ....
s5p
* ... * ......... * ............. L
WEST.............. ........ * ........
* .................... * ................ * ...... 95' (±)
PROPOSED BUILDING AREA .......................................................
24,000 S.F.
ALLOWABLE BUILDING AREA:
BASIC...............................
� ..... : .......... * .... * ...... ", .... * ... 8,500 S.F.
SPRINKLER INCREASE ................
� .......................................... 300%
SETBACK INCREASE ..............
:
1. �.! I ................................. I ...... 75% (MAX.)
ALLOWABLE AREA .........................................................
� ...... (8,500)(1.75)3.0
i*
= 44,625 S.F.
PERCENTSITE COVERAGE . ..........................................................
7.68%
PARKING REQUIRED:
OFFICE ..............................................................................
4,300 S. F. /300
MANUFACTURING ................................................................
14,400 S.F./1,000
WAREHOUSE/STORAGE ........................................................
5,300 S.F./2,000
TOTAL..............................................................................
31 STALLS
PARKING PROVIDED ..............................................................
31.10 STALLS, (2) H/C
BUILDING HEIGHT .....................................................................
� 30' (±)
2,400 S.F. COVERED
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OWNER INFORMATION
VICINITY MAP
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LATITUDE DEVELOPMENT, LLC
NTS
C/O MR. DAVE KESSLER
P.O. BOX 817
AUBURN, WA. 98017-0817
PROJECT ENVIROMENTALIST
PH # (425) 466-7119
FX # (253) 833-7937
ALTMANN OLIVER & ASSOCIATES
P.O. BOX 578
CARNATION, WA. 98014
PH If (4�6) 333-4535
HOLMVIG, DEWITT AND ASSOCIATES
FX # (425) 333-4509
ATTN: MR. MIKE DEWITT
P.O. BOX 1038
VERTICAL DATUM
ENUMCLAW, WA. 98022
27-U RAILROAD SPIKE IN POWER POLE #6/210 AT THE
PH # (360) 825-6963
EAST SIDE OF "H" STREET NW, FIRST POLE NORTH OF
FX # (360) 825-0633
2ND STREET NW �
1
ELEVATION 69.97 FEET (NAVD 1988)
NTY nr AHIPHON
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IL 68.33
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CB #1, TYPE I
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1F((V1w)41oo to '#$/) r kf,60
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CB #2, TYPE I
RIM = 71.#-YO
(D CB #8, TYPE I
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IE = 68,# , *39
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C)
CB #3, TYPE I
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RIM = 71.0, 90
IE = 0000-93
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IE = 68�940
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CB #4, TYPE I
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RIM = 71#0
IE = 68.# - 70
IE = 69.#,�f
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CB #5, TYPE I
C) CB #1 1, TYPE I
RIM = 71 60
IE = 68/1 $5
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-
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JU116— .A�_ ""ii�.�_ .��_ aal�_.. -77=7 "77 - - - -- 2�, " e.,,.� .,,.-- - , .��,�. � �Iii�_ ______1 , / I I I � .- 4w!1!!1!,--0!!�"__1 � :1,
" -------.��,-��,-�,-,.;�Qk-,,�L,,-,,�� ,,,� x , �, �'_�_m�-4 , , 1 - - � , !
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- - - ,7 I ,,�tte"�,�,_�,, :44.11 , ��� - �_� <:_,A6�._,�.,��,_ _�_, -Ir :__ - , z - �_ ",.2 -1 tt�'_ a�?_�,_��_ 6" MIN-/
50
(EX.) DETENTION/WET POND
DET. VOL, REQ'D = .....................................
31,460 C.F.
DIET, VOL. PROVIDED = .... .......................
_31,500 C.F.
MAXW.S .................................................
... � 69.32
BOT ELEV. (LIVE STORAGE) = . ....................
. 67.72
LEV. = .......................
67.72
BOT DEAD STORAGE ELEV. a .......................
64.72
SIDE SLOPE ..................... ........................
- 3:1
* * THIS POND WILL FUNCTION AS THE PERMANENT
DETENTION / (2) CELL WET POND
WITH MINOR
MODIFICATIONS
-_
NOTE: SEE DETENTION POND MODIFICATIONS
PER SHEET C1. MODIFY CONTROL STRUCTURE
PER DETAIL 4/C4, INSTALL TRASH RACK, INSTALL
GRAVEL FILTER WINDOW PER DETAIL 5/C4
.
- .
LEGEND
nPqr'PIPTInN NEW
___
I -
- -_
SEWER LINE -_ -
—m
,
-
WATER LINE ,� -
FIRE HYDRANT 0
UTILITY CONFLICT NOTE: WATER VALVE x
CAUTION: WATER METER %
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH CATCH BASIN a
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES STORM MANHOLE 0
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF SANITARY SEWER MANHOLE 0
THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS �___ ____ � __________�
ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION. __ I
-A 110-7 A 3 00 6 .
1.
MAI�X tAI:)IINU
GRADES 0 E,
TYPICAL
STORM DRAINAGE & GRADING PLAN
1 " = 30'
EXISTING DESCRIPTION
NEW
. - - -
AC PAVING
\
, �\`, �\��1`11
I k, \ I'S 1, I
l�,�\\���""\\,\,\"",�L\\\��\\,\,\�A
I I �
I
- . -_ GRAVEL
I
,
I �
CONC. SIDEWALK
LANDSCAPING
r____7__________1
I
CONIC. RETAINING WALL
r
%
� __7
, I FENCE
-1
X ).(-
EXISTING
S I o/cs/cY5 (:7. W D Alc�.- 1301t:l
REV,
DATE
BY I
DESCRIPTION
___
1
___
09/21/04
G.MO I
PLAN CHECK REVISION
2
10/01/04
G.MO
PLAN CHECK REVISION
3
10/12/04
G.MO
PLAN CHECK REVISION
4
1 Z/V /04
RRISIM PEK OVWK
CONTRACTOR SHALL EITHER PROVIDE -
DIRECT TIGHTLINE TO ROOF DRAIN
VIDE SLEEVE
AS SHOWN WHICH ALLOWS FOR
SETTLEMENT. CONTRACTOR SHALL
COORDINATE W/ OWNER REGARDING
CONNECTION TYPE.
SEE AUBURN FOOTING DRAIN
DETAIL STORM-07 & PROJECT
SOILS REPORT FOR ROOF &
FOOTING DRAIN INSTALLATION
I (IN SEPARATE PIPES)
DOWNSPOUT
N. T. S.
I
,
I
/
�,
I
I
I
-r
/I
I
I
I
I
1
14-
1.5 LF 8"X6"
S"�---- 6" ELBOW
- AS REQ'D
6" PVC DRAIN PER PLAN,
45' MAX BEND IN 5 LF,
PROVIDE CLEAN -OUTS 0
ENDS OF COLLECTOR PIPE
RUNS
ROOF DRAIN DETAIL
0
Q
0
OMM4
4%
tw
0
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/c, 110, 7- 14, I,
DATE
SEPT 2C,
-..---,-- -, _�
DRAWN BY
G. M 0_ _,
03-0006 DESM 9Y �
A.F.P.
WING CERTIFICATION PROJECT REF: JOB NO.
THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE - 04-023
WITH THE CITY OF AUBURN ENGINEERING DIVISION'S SHEET NO.
ORDS. REQUIREMENTS (_p lo-/5--o-dr
'
BY: /XJ__2� /� dik- DATE: '01421,'20s- APPROVED BY j
,
TITLE/POSITION M/CoAt.-L K OF-UJI 1� ?L,S —_ �6� — C 3
CONFIRMED BY CITYI� DATE: /
� �j � - Z-Z-0-c- — DATE APPROVED- In/ I __ ., A �/-_ I
I - __
. osto IV-3
1.
, - - 15
!11""-
-___----_1_ , 11 11 I 1-_,1 ,�M' e I
__ 11 _______T_____ � �Ilr � I ,
LAI
NOTE: LANDSCAPE TREES
SHALL BE SPACED TO PROVIDE
10' MINIMUM SEPARATION FROM
WATER do SEWER MAINS 0 EAST
PROPERTY LINE
LOCATED IN THE S.W. 1/4 OF SEC. 13, T21 N., R4E., W.M.
AUBURN, WASHINGTON
Er `_SP,1'� _
STA 0+00 -
RI'•". _ '
IF = 6C4� ;CCP�TE7 j
IE (NEW 8" S) = 62.46
NEW TYPE I-48" SSMH CONTRACTOR TO COORD#807-04, STA 0+2,iOF CONNECTION W/ CIT(7.5' INSIDE PROPERTY) K.C. METRO INSPECTOR
FIRE SPRINKLER NOTES
SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS:
A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER.
B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES,
C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER
LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED
BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN
ACCORDANCE WITH WAC 212-80-010, A POST INDICATOR VALVE
WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM
FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR.
El1. SSVH �807-03
�,
f-
, I
\�< _ "C -
RIM = 73# hV
VERTICAL BENDS MAY BE REQUIRED IE (8" E) = #19 6G.7' 25LF 8"0 PVC /
TO ESTABLISH 42" MIN, COVER ON IE (8" W) = #jjj,6•9y SDR-35 ® 10% VERTICAL BENDS MAY BE REQUIRED /,'
SITE, LAY ON -SITE WATER LINE TO 2 400 S.F. COVERED TO ESTABLISH 42" MIN. COVER ON ��
MINIMIZE HIGH &LOW POINTS NEW 15'X15' SANITARY SITE, LAY ON -SITE WATER LINE TO EX. SS'�.4N #807-07 EX OLD B'NF -�
WASH BAY W/ CONC. P•,I�•I = 70 24 SEWER EASEMENT TO MINIMIZE HIGH &LOW POINTS ;
_SLAB THE CITY OF AUBURN �
-- -- -- - -
-- - O - -
-- 1
-_ „". N 01'10'13" E T2339,7' - -- - - - N
,.� - �- - , iM��. - r
. . -
o - _ � , x- x i� -
7-..-_ i
� ;�,
,_
I /' I r \ \ ,r
, I J'
- ,,�,� I
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z
i11'
\
\.\
I I \. NEW 15 WATER
A ER
\ \ \
\ .,
\� ASEMENT TO THE I \: � \� N
\\ CITY OF AUBURN I y \\\\\\�,\\\ .;
,\ \ \ \ T�,
\ \
\....
>�
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_ 204LF 8 D.LP. -- \\�y
d G'
TYPE
i "c.
fi H P r'
\\
I
\ ,\
\ \\
\\ \
\\\\\ ��� \, RIM
5'--v v: ,�� `y: , 11
, 3 I = 70
\\�\\\
I \1. ` \\\ \�\ \z,
\"I -
\ " .:,
\\ \ \\\ ,, 9007 I UTILITIES SHALL
\" ``` I NOT BE PLACED
��;_f,"\\\\`
--_-__-_ \ . \ \, „ i N BACK Yz OF
A.IS\ \ � \ \\ \, � I PLANTER
.t `,\/
11 REMOVE EX, `
` 1: ``\ 4
FENCE �_ __ -__
::.1_, w-
\ \ I
y. \ �.,: _�. -.
\
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\\ .\ ;�\\\\... \,.
E . C P \1.\ \ \ .\ 5
DIP. E3 \\, \. \
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\\
X. \ 5o PVC
a _\�.
\ \ \,
1 \\: I •
i
\< - _ -.
Lc
\ ,I
�SPH'ALT) I G I _)LL
I
67,05
CROSSING \�\\l
12' D.I. i
W TOP (W} - 67.4 �_1\
I - \� ��
\�\ IE (RD) = 67.94 \ \\ ;:
\ \,
\\
01`11 . \ \ \
\ \ \\
\ \
EX. 40LF 12 r \�,�\\:: _ �\ ,. \, �\ \,,, ,�\,
0,*.71/__.I 0-1 � I 4 ,.\. \� �'.' \ .a.. \,,. �\\\
y
I II
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\
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y \ \ �\ l _ _ LF 8" D I.P.. \�. \
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, \. \_ .\ ;\,,
\ \, . \
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\ \. \. oa.. \.... \:... ..v
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\, \ \ \,
S� \ \\ \. \
\,
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\ \,
\ \.\_,. \ ,\ \ \ \ \ ,\ \ \ \ . \
\ , \ \ \ \ \\
\\ \\\\ \ \
\ - \\ \ \\ \
'.- a \. S\.
A \ G TE
�.
\
\� 4 F ,�\. 2L 8" I.P
\ \,
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�\ \� ,\ \.
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\ \ \ \ .\
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\ \ \ \ \ \ \ \
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\ \ \ \\ ,
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\ \ \
\ \ \.
- 64.72
_.. _-.__
N 01'09 21 E 1241.13'
p- DI WATER
`� z _ \ �-PACK W/
SAND
ETHA FOAM 220 REQUIRED IF
CLEARANCE IS
SANITARY/STORM LESS THAN 12"
\ SEWER /
UTILITY CONFLICT NOTE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF
THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS
ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
IE E 7 Z of
\,
111��.
\` ;�
i
`Z_ - -- - - \�
- -- --- - - - --._ - - - --
----- -.T,1 I1. *-. -- --- -- _ _
5 LS
c -- - ---- -'fit --_ *ra- - -----------------
\ �-., , ,
\0: N�\�<, g�,� ` F 6 PVC i
L
\ \lk\, _ J I ��
\ \ ��
_. .
\\.,, \ :..,: I r.t
\\ '\\
\. I1.1. . .
\�\ OIL WATER S A \ E TOR
\. /
c� \, . , \; \:
\. \
\ \.
\. \ \
c�5 \ P \ R T \ \ L C \
\ I \
s \\,�. \, \\� 3 „ 3
.�r \..
\ 4F .
\\\, 2L 6�PVC
C.O. o I ;,�
SDR- 5
1/,
3 2/ .
.
NT . ... _
��'ME TO THE ,
\
Y
\\\ll,.\..\ \,\ I CITY OF AUBURN
\� .\\.\\ \.,.\
\ . ,: \\ i
a \„ \ \ \ \ . =\ \
3
N
d \
TYP C, 0 E I CB
\\ \ i
\ \ \ \ ,.
\. \\
90 \ \
\ \.
\ \ < \ \
I -1 \..\
\\, \\
4
RIM = 72.90 I \\\\;'s :
60LF 6 PVC N „ " \�\,s\;, ,
( 011013 E) IE (6 N, E) I PRDp0SE2 LOT ' ;:
SDR-35 ®2% 1p4LF 8".O.LP. � �'!
47LF 6 0 = 69.23 I ,\11
§& t :: 312,405.70 S.F. )
PVC - , \\ \ \I\� ?: 71 ACRES .
g UTILITY TRAILER C SDR 35 I 1. �:\:\
0 2% MIN. �\ \�?`
MFR, REPAIR. STORAGE \.� ��,:y :;,,
i \\ \\�\ ,\� .
12' 14' \,
,\ \ / ,\. .\.,
4 800 S.F. 1�527 �;\� \\ \ \ \
TYP. \., :,M: .
(35 \
--- -tip - _ \ : . . ��
------ l \ \ \�11.
\ .\\\.ID �„
- - �\ � \ ♦\: \\\\\ '
" 45' 20' �. \\
-2 BUILDING I ( ).: ,,I �.vv vv�v\�ll, I I1. G'
f -- -
SUPPLY PARTS WAREHOUSE I : _ .. - J I r 8" G.i.P. 5
----
1.
(4p,) - 5,300 S.F. I -
I .
lo '
co OFFICE,,r ,.a
�c
I _G
PARTS
I
7 �" PA S 2 00 S.F.
, ii11
P f` .
W` TC� - GRAVEL N � Fa8.63 A L STORAGE A
i NEW BUILDING I I c AREA ;<
FFI E , :- . _ I .
2�
>� -
I..
24,000 S.F. SPRINKLERED UTILITIES SHALL � :� �F, , -, .'9:,3 ;� (4 ;DEPTH OF ;� ; :. %.:,%
1,600 S.F. I I ,
NOT BE PLACED CRUSHED ROCK) S
I.:,V. {
IN BA _ .
BACK Yz OF � I
-- �.
u.
PA
----------------L PLANTER
1 .
- \'..<
N.
\. �,,.
\�: 1 i \,\,•�:\\,,
\ \ F'.
rJ \
v
\.. I \:.
O
\: F. D. V. I ,\\\\. , \ \\.,
\,. \ \,
\.
\. \ jj
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\11 \
s,\ \
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L.
SPRINKLER `\ .\ \\\.
\ LE I \ ;\.,.
\\♦a ♦- \\--,
;♦ \\ \..
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♦\, o S PP \ ,�,. \♦\\\:
�, U LY \\\,
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'
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\�.
3 I" � 3
♦♦�, e
f\
I
! i �,
U TI I Y L T TRAILER I a,
MFR. I i I �
REPAIR, STORAGE t j
I
9 600 S.F
I
{
F p
\„ 5L 8 D., I
z
\.. z I,
\ i1.\:
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I :�:..: . \:
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i
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o /
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TYP.
\ . \ \:. \\ .\ .
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W 8 D. ;
/ yy .
W
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\ \ \ \,� O \
\ \. \
\ \
\, \.
\\ \
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8 \\ r.
- \ \ -
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\ L ♦ S
. .
95 F L 8 D.I.P.
10
--- I ..
� I v 1��� �c ,,
___ -_-_ _
_-
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,
,
,_._ ,
:
\ I-_.�... �.
�, ..
1-1 II
.
. I I
I
GRAVEL AREA I I 6' SECURITY I
FENCING, TYP.
1 •. � 41
® PERIMETER ,1.
.
4
1..
l-
1_
Y
Y'
,� - _ .
le-5'-L/S -. _--.�c, -dre 4r6__ 4 1, /.Q ! \'. i ;> \_.
WATER &SEWER PLAN
1 "=30'
CALCULATIONS FOR OILLWATER SEPARATOR SZE
FLOW RATE 5 GPM (4'a"0 HOSE BIB)
MIN, DETENTION TIME = 45 MIN.
MIN. VOLUME = 5 GPM X 45 MIN. = 225 GAL. < 450
USE 450 GAL. OIL/WATER SEPARATOR
6'-0"
INLET --E
UTILITY VAULT MODEL 660-SA OR
EQUAL, AASHTO H2O DESIGN REQUIRED,
FOR COVER SLAB, CONTRACTOR TO
SUBMITT MFR DATA FOR APPROVAL
F - - ---- (SW) _w,,,_I v --
IE OIL RETAINING
r/ BAFFLE
8.22 WEIR/SLUDGE
-I'd- m I � ��. El I - _
--- - - \ 7_7
� �
NO. 1012P DIAMOND PLAN VIEW -COVER NO. 3030P
PLATE INSPECTION DIAMOND SECTION A -A
COVER, 2 PLACES PLATE COVER
1 OIL WATER SEPARATOR DETAIL
C2 J N.1.S.
73, Z2
RIM ICJ A
I
INSPECTION
TEE
OUTLET (NE)
IE 6" PVC W/
�
Wh, VALVE
62-7. 4, o
LEGEND
DESCRIPTION NEW
SEWER LINE
SS
STORM LINE
r -
WATER LINE
W
FIRE HYDRANT
Ak
WATER VALVE
Z
WATER METER
■ .
CATCH BASIN
■
STORM MANHOLE
('
SANITARY SEWER MANHOLE
EXTRUDED CURB
.5 1010(./05 G •Mo A 5 - Buu-
REV.
DATE
BY
I DESCRIPTION
1
09/21/04
G.MO
PLAN CHECK REVISION
2
10/01 /04
G.MO
PLAN CHECK REVISION
3
10/12/04
G.MO
PLAN CHECK REVISION
4
t2/21/04
WATER DATA TABLE
O
STA. 0+00 8O
STA. 4+57
FIELD LOCATE EXISTING MAIN
INSTALL:
INSTALL:
1-8" 45' BEND (MJXMJ)
(WITH CITY OF AUBURN)
1-CONC. BLOCKING
1-16"X16"X8" TEE
16" BUTTERFLY VALVE O
STA. 4+99
1-8" GATE VALVE
INSTALL:
1-CONC. BLOCKING
1-8" 45' BEND (MJXMJ)
0
STA. 1+21, 1+24
1-CONC. BLOCKING
TAP MAIN & INSTALL: 10
STA. 5+64
1 Ys" IRRIGATION SERVICE
INSTALL:
11h" DOMESTIC SERVICE *
1-8"X8"X8" TEE (MJXFL)
2-8" GATE VALVE (MJXFL)
33)
INSTALL:
1-8" GATE VALVE (FLXMJ)
*
METER BOX & 14" DOMESTIC
P.I.V.
METER PER C.O.A. STD DTL
1-CONC. BLOCKING
WATER-14, 2" BUILDING SUPPLY
110
INSTALL:
E4INSTALL:
*
RISER AND DDCVA PER
V2" IRRIGATION
C.O.A. STDS AND
T R W E E DCVA P R E C.O.A.
/
PA
SE RATE SPRINKLER
STD. DTL WATER-06
DRAWINGS BY OTHERS
(SEE LANDSCSAPE PLANS)
O 12
STA. 6+15
O 5
STA. /&f
INSTALL:
INSTALL: ��'77
n ,r n
1-8 X8 X6 TEE (MJXFL)
n n n
1 8 X8 X6 TEE (MJXFL)
n
1-6 GAT
E TE VALVE F XM
(L J)
1_6 GATE F LXMJ1
1-CONC. BLOCKING
1-CONC. BLOCKING
1-5Yan MVO F.H. ASSY.
1-5Y4MVO F.H. ASSY,
13
STA. 7+19
p
STA. 2+20
FIELD LOCATE EXISTING MAIN
INSTALL:
INSTALL:
1-8' 45' BEND (MJXMJ)
(WITH CITY OF AUBURN)
1-CONC. BLOCKING
1-16"X8" TAPPING SADDLE
1-8" TAPPING GATE VALVE
0
STA. 2+62
1-CONC. BLOCKING
INSTALL:
1-8" 45' BEND (MJXMJ)
1-CONC. BLOCKING
NOTES:
1.
ADDITIONAL FITTINGS & PIPE MATERIAL MAY BE
REQUIRED. IT SHALL BE THE
r
CONTRA T R R P 0 S ES ONSIBILITY TO PROVIDE THE
NECESSARY FITTINGS AND
MATERIAL TO INSTALL THE WATER SYSTEM.
* 2,
WATER METER SIZE AND SUPPLY LINE SHALL BE VERIFIED WITH DEVELOPER.
SPRINKLER SUPPLY LINE SHALL BE DESIGNED BY SPRINKLER DESIGNER.
CONTRACTOR TO VERIFY SIZE OF TEE & LINES W/ DESIGNER PRIOR TO
INSTALLATION.
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WATER NOTES
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1. INSTALLATION
NSTALL TION F 0 CORPORATESTOPS, WATER SERVICES, LINES AND METERS SHALL BE PER
II__
CITYOF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL THE METER. THE CITY MAY,
=:)
AT THE CITY'S OPTION INSTALL SERVICES FROM MAIN IN T , LINE 0 METER WHEN THE I E E EXISTING
WATER LINE IS IN AN EXISTING CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLUMBING
I
SUBCONTRACTOR SHALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE PRESSURE
/ )
l
PROP E E
OSED AND R PORT ANY CONC RN T TH S 0 E ENGINEER PRIOR T G 0 CONSTRUCTION.
2. SPRINKLER LINE, RISER, DOUBLE DETECTOR CHECK VALVE ASSEMBLY, PUMPER
E CONNECTION
AND SUPPLY LINE, AND BUILDING SYSTEM BY OTHERS. A SEPARATE DETAILED PLAN SHALL
BE SUBMITTED TO THE CITY F 0 AUBURN Y THE
E SPRINKLER
LE CONTRACTOR
C OR AND APPROVED
PRIOR TO INSTALLATION. TH I E DESIGN SHALL INCLUDE THE ITEMSABOVE ASWELL AS DETAILS
FOR RODDING AND BLOCKING. VERIFICATION OF PIPES SHOWN & PIPE SIZES OTHER THAN
THOSEH SHOWN BY THESPRINKLER CONTRACTOR. 0 TRACTOR.
3, PUMPER PORT
0 SHALL FACESTREET R FIR
E RE ACCESS AND BE READILY ACCESSIBLE TO ANY
FIRE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATION.
=
4. PROVIDE HOSE BIBS 0 PERIMETER OF BUILDING PER OWNER REQUIREMENTS.
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5. FIRE LINES REQUIRE A LEVEL "U" CONTRACTOR
6, MINIMUM 42 INCHES (42") OF COVER OVER WATERLINES
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CROSS CONNECTION NOTES I
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BACKFLOW PREVENTION ASSEMBLIES SHALL MEET THE FOLLOWING REQUIREMENTS:
= a-
1. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES SHALL COMPLY WITH THE CITY'S
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TECHNICAL MEMO INSTALLATION REQUIREMENTS FOR BACKFLOW PREVENTION
ASSEMBLIES.
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2. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES WILL REQUIRE A BACKFLOW
ASSEMBLY PLUMBING PERMIT.
' 3. BACKFLOW PREVENTION ASSEMBLIES SHALL BE ON THE CURRENT WASHINGTON STATE
DEPARTMENT OF HEATH LIST OF APPROVED BACKFLOW ASSEMBLIES.
4. BACKFLOW PREVENTION ASSEMBLIES SHALL BE TESTED BY A STATE CERTIFIED BACKFLOW
ASSEMBLY TESTER AND INSPECTED BY A CITY OF AUBURN CROSS CONNECTION
CONTROL SPECIALIST.
►_
5. PRIOR TO INSTALLATION, BACKFLOW PREVENTION ASSEMBLY PLANS SHALL BE
w
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SUBMITTED TO THE CITY FOR APPROVAL BY A CROSS CONNECTION CONTROL
SPECIALIST.
EXISTING DESCRIPTON NEW EXISTING
- - -5J- -
PARKING
OX
-SD- - -
AC PAVING
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7-
CONC. SIDEWALK
EE
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LANDSCAPING
( �
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CONC. RETAINING WALL
,;'�
FENCE
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE CONTRACTOR'S
CONSTRUCTION RECORDS.
BY: \,/,� //Zd,�I_ DATE: to zoo:Y
TITLE/POSITION MIl-W+ FL k- w ,T PL
CONFIRMED BY CITY DATE: /Z-2-+oS
SEPA 03-0006/GRA 03-0006
PROJECT REF: FAC 04-0022
THESE PLANS ARE "APPROVED" FOR CONFORMANCE
WITH THE CITY OF AUBURN ENGINEERING DIVISION'S
REQUIREMENTS CP to-is-o4
APPROVED BY- JU_ ,Z
DATE APPROVED: / : ya
io A% to 00
DATE
SEPT MI
DRAWN BY
G.MO
DESIGN BY
A.F.P.
JOB NO.
04-023
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SHEET NO, I
C2 1
GRADING AND EROSION CONTROL NOTES
1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL
FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION,
PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES
SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN
WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES,
NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM.
2.. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE
CITY.
3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION
CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION
CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION.
THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL
SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE.
4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND
THE DETEN11ON (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL
REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL FOR
THEIR REMOVAL HAS BEEN RECEIVED FROM THE CITY.
5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCED DUST
EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP
ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF
PROJECT CONSTRUCTION ACTIVITY.
6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMEN-
TATION IMPACTS ON ADJACENT PROPERTIES, NATURAL. DRAINAGE WAYS, OR THE EXISTING
CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE:
FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE
SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE
STABILIZED WITHIN TEN DAYS.
FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN
STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA
GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED
FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE
FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE
STABILIZED IMMEDIATELY.
REQUIREMENTS FOR EXPOSED SOIL STABILIZATION
DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING
SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL:
1, FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED
AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE
STABILIZED WITHIN 10 DAYS.
2. FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED
IMMEDIATELY USING PERMINENT OR TEMPORARY MEASURES, EXPOSED SOILS WITH AN AREA
GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE
THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN
UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMIEDiATELY.
STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING E SHOWN ON THE PLANS,
MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX.
2" THICKNESS). APPLY MIXTURE BELOW TO PREPARED AT A RATE OF 120 LB/ACRE:
SlMM APEUCALM e9engms BY WEIGHT x EURI % ON
KENTUCKY BLUEGRASS 30% 85 80
(ADELPHI. BARONOR E KIN )
CREEPING RED FESCUE 40% 98 90
(PENNLA.WN
PERENNIAL RYE 30% 95 90
(,i OR ffMAN
15"x18"
LADDER RUNG
REDUCER 2' MIN
OUTLET TO
MAIN ST.
15" 24"0 ACCESS
LID
18"0 RISER
. o
8" OUTLET
TO DISPERSA�
TRENCH
WET
POND
PLAN VIEW
1"=21
NQTES;
1. PIPE SIZES & SLOPES: SEE PLANS.
2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS
3. METAL PARTS:
A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II
B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1
4, FRAME & LADDER OR STEPS OFFSET SO:
A) CLEANOUT GATE IS VISIBLE FROM TOP
B) CLIMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
C) FRAME IS CLEAR OF CURB
5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE:
OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE
I.D. LESS V4'
6. CONFORM TO CITY OF AUBURN STDS.
UTILITY CONFLICT NOTE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF
THE EXISTING U1LITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS
ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
APPROXIMATE FILLYCUT TYPE
SPECIFICATIONS FOR STRUCTURAL FILL
FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL PER THE PROJECT SOILS REPORT
(CLASS "A" RECOMENDED, CLASS "B" W/ OWNERS AUTHORIZATION) WITHOUT WASTE AS DEFINED IN
WAC 173-304-100. SEE PROJECTS SOILS REPORT FOR FURTHER SPECIFICATION/ INFORMATION.
EARTH WORK VOLUMES:
*EST. CUT = 1,000 CY (INCLUDING STRIPPING)
*EST. FILL = 2,500 CY
* CONTRACTOR TO VERIFY
SPECIFICATIONS FOR GRUBBING
ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH, AND ANY OBVIOUS EXISTING
DEBRIS, AND STRIPPED OF ANY TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/OR
CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC MATTER. A 6" DEPTH OF STRIPPING
IS EXPECTED, MORE OR LESS; HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS
NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE MATERIALS FROM BENEATH AREAS TO
BE FILLED AND/OR PAVED. STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT,
NON -ORGANIC EXISTING SOILS. SEE PROJECT SOILS REPORT FOR FURTHER SPECIFICATIONS.
DUST CONTROL NOTES
1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE
OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION
PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS.
2, DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER
UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING
THE DAY.
3. ALL TRUCK TRAFFIC MUST USE THE WASH PAD AS DESIGNATED AND SHOWN
ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO THE STREET.
4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST
BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS.
5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT
TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT
CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION.
6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES
DURING CONSTRUCTION.
GRADING NOTES
1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRAMS SHOWN PER THE DRAWINGS AND
SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE REQUIREMENTS OF
THESE DOCUMENTS AND THE PROJECT GEOTECHNICAL STUDY REGARDING ALL PAVING SECTIONS,
CONTRUCTION METHODS, AND OTHER SOIL RELATED REQUIREMENTS.
2. THE CONTRACTOR SHALL SUBMIT FILL SOURCE, SPECIFICATION, AND A HAUL ROUTE PLAN
TO THE CITY OF AUBURN FOR REVIEW AND APPROVAL. PRIOR TO PROCEEDING WITH ON -SITE
WORK.
3. GRADES SHOWN ON SHEET C3.
PERIMETER
SECURITY
FENCING
76. •.•••
PROPOS.._
CURB, LOT 2
73................ �... .
MATCH GRADE
0 NEW LOT LINE
7a....................... .
PROPOSED
ADJUSTED
NORTH
LOT LINE
EX. "V" DITCH
FRAME AND LADDER --
OR STEPS OFFSET SEE
PLAN VIEW ABOVE.
-- EAST IQ
PERIMETER
SECURITY
FENCING
5' --- f-•-
73......................... I ---+----
MATCH EX.
GRADES 0
it (TYP.)
EX. "V" DITCH
EAST IQ
PERIMETER
SECURITY
FENCING
FINISH
5' GRAVEL
SURFACE
MATCH EX.
GRADES 0 •..,.._ ,�� _
EIASTING
EX. "V" DITCH GRADE
PROPOSED BUILDING
ELEV = 73.25
WEST E
PERIMETER
SECURITY
FINISH FENCING
GRADE FINISH 5.
GRAVEL MATCH EX.
SURFACE GRADES 0
Z (TYP.)
EXISTING
GRADE `.....-t.........7fl
SITE SECTION Ex. "V" DITCH
c4 SCALE: 1 "=30' HORZ.
1 "=3' VERT.
WEST E
PERIMETER
SECURITY
FINISH FENCING
GRAVEL 5' � ........................ • 73
SURFACE MATCH EX.
�---- GRADES 0
!E TYP.
......... 70
EX. "V" DITCH
2 SITE SECTION
c4 SCALE: 1 "= 30' H ORZ.
1 "= 3' VERT.
SOUTH t
PERIMETER
SECURITY
FENCING
PROPOSED BUILDING
5'- --4-7
ELEV = 73.25 FINISH / MATCH EX.
FINISH GRAVEL GRADES 0
GRADE SURFACE R (TYP.)
........................ 73
EXISTING
GRADE
SITE SECTION
3
C4 SCALE: 1 "=30' HORZ. EX. "V" DITCH
1"-3' VERT.
ROUND SOLID COVER
MARKED "DRAIN"
WITH LOCKING BOLTS,
RIM 71.85
TOP OF RISER PIPE
18" CAP, RUBBER
T TOE'
f OFFSET
GASKET
a.
,
AB
3"XO.90 CAGE STAINLESS STEEL
STANDARD GALVANIZED
SUPPORT BRACKET W/ TURNBUCKLE
"
�
STEEL LADDER/STEPS
ANCHORED TO CONCRETE WALL
0 12" 0/C
(MAX 2' SPACING). MIN ONE
WATER TIGHT
SUPPORT,
a G
CONNECTION
=.97
d
" „
(2) 3 0 do (1) 27,E 0
A.C. OR PVC
a °
ORIFICE TO MAIN ST.
MANHOLE ADAPTOR
a
Q
on.
15"X18"
O
EL, 68.72
REDUCER
15" INLET
(7) 4"0 (1) 3"0
I I
IE 67.72 FROM POND
RIFICE
8" ELBOW, RUBBER GASKET
IE 67.72
JOINTS (REMOVABLE)
* t8" TEE, RUBBER
GASKET JOINTS
(REMOVABLE) 6" MIN.'
CV
EL. 65.72
CAP BOTTOM
a
LEASE RATES
DESIGN STORM
Q (CFS)
ACTUAL
A 2 YR
0.73
0.75
10 YR
2.80
2.80
25 YR
3.59
3.50
100 YR
4.47
4.46
(NO OPENING)
* ALT 18"X18"X15" EL. 65.72
TEE IF AVAILABLE 8" RUBBER GASKET
PLUG W/ WO ORIFICE
TO DISPERSAL TRENCH
4 E TYPE II-54"0 CONTROL TRUCTURE
C4 SCALE: 1"=2' SEE SHEET' Cl FOR LOCATION
(NE CORNER OF POND)
SECTION A -A
(LOOKING WEST)
4.
REV. DATE I BY DESCRIPTION
1 09/21/04 1 G.MO PLAN CHECK REVISION
TOP OF BERM -
DIVIDING POND
INTO TWO CELLS
EL = 68.72
F*A
o� o � 0
1 0000 0
2 o coo 0�0 00
TOP OF WETPOND 0 0 0 � o
POND EL. 67.72
POND BOTTOM
BOTTOM OF WIDTH
POND EL. 64.72
A
SECTION B-B
(LOOKING NORTH)
GRAVEL FILTER WINDOW DETAIL
N.T.S.
12" MIN
- EL. 69.72
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4?11 -t I to*
DATE
SEPT m
DRAIN BY
G.Mo
SEPA 03-0006/GRA 03-0006
DESIGN BY
A.F.P.
RECORD DRAWING
CERTIFICATION
PROJECT REF: FAC 04-0022
Joe NO.
..__._
THESE DRAWINGS CONFORM
TO THE CONTRACTOR'S
THESE PLANS_,ARE "APPROVED" FOR CONFORMANCE
04-023
CONSTRUC11ON RECORDS,
1MTH THE CITY OF AUBURN ENGINEERING DIVISION'S
BEET Na
REQUIREMENTS cp
BY:
DATE:
TITLE/POSITIONAPPROVED
BY'
C 4
CONFIRMED BY CITY
DATE:
DATE APPROVED: -
75
3" A.C. PAVING 5$1'
SLOPE
DN
__—.— — _.—._...__._---__— —_—.-- .__.--- -_ r--_ CONC. CURB
° r`
> ° —
o—
I����-I��
6" MINUS CRUSHED COMPACTED SUB —BASE
ROCK OR 12" OF
CEMENT TREATED
BASE
VERIFY PAVING SECTION AND
SUBGRADE PREPARATION
REQUIRED BY OWNER/SOILS
REPORT. SOILS REPORT/
OWNER SHALL GOVERN OVER
PAVING SECTION NOTED
CURB & PAVING SECTION
N.T.S.
MtW MWRJMtN I
SIGN
CAUTION: UTILITY CONFLICT NOTE:
DECIDUOUS TREE
#1 CHAINLOCK, LOCK
& STAPLE TO STAKE
2x2 FIR STAKES
DD `IVEN TO REFUSAL
SET PLUMB do INLINE
2" LAYER BARK MULCH
2" DISHED EDGE
PULL BACK BURLAP
AND REMOVE WIRE
BASKET
50/50 TOPSOIL/
NATIVE SOIL MIX
PLANT PIT TWICE
DIAM. OF ROOTBALL
TREE STAKING DETAIL
N.T.S.
EXIST. WETLAND "A" AS DELINEATED
BY JOHN COMIS ASSOCIATES do
ACCEPTED BY THE ARMY CORPS OF
ENGINEERS (REF NO. 2000-4-01127)
SURVEY BY H.G.G. & ASSOCIATES,
OFFSITE ESTIMATED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF
THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS
ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
File Name
LANDSCAPE PLAN
PLANT PIT TWICE
R001SALL DIAM.
Y
to " 2' LAYER BARK
wYC
2" DISHED EDGE
I = BACK TOP
THIRD OF BURLAP
TOPSOIL/
TIVE NASOIL MIX
SHRUB PLANTING DETAIL
N.T.S.
GRAVEL FILTER
WINDOW PER
DTL. 5/C4
NOTES
,ol"diIII111llllll11�
",uun111111 I IIIIIIIII i PLANT PIT TWICE
ROOTBALL DIAM.
,Illli�illl I I CONIFEROUS TREE
IIIIIIIIII ., 2x2 FIR TREE STAKE
mllllulllllllllllllll�ll �� I I CHAfNLOCK, LOCK
diillllU.,. IIIIIIIIII,. & STAPLE TO STAKE
IIII I�Ill��lllllllluuu�� 2' Vft MULCH
nnu,nugll _ 2' DISM EDGE
—110, O TOP THIRO
WIRE BASKET
50/50 TOPSOIL/
NATIVE SOIL MIX
CONIFEROUS TREE STAKING
N.T.S.
FX. STORM WATFR r)FTFNTinN /
INSTALL 6" TOPSOIL IN ALL PLANT BEDS.
INSTALL 3" BARK MULCH IN ALL PLANT BEDS
PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL PLANT MATERIALS
PROVIDE ALL PERMITS AND INSPECTIONS.
SAVE AND PROTECT ALL UTILITIES AND FACILITIES.
IF DAMAGE OCCURS,, REPAIR OR REPLACE ALL DAMAGED
ITEWS TO OWNERS SATISFACTION,
OWNER INFORMATION
(1 TYPE 1 L/S, 6'
—"' PYRAMIDALIS 0
LATITUDE DEVELOPMENT, LLC
C/O MR. DAVE KESSLER
P.O. BOX 817 AUBM, WA. 98017-0817
PH If (425) 466-7119 FX A (253) 833-7937
PLANT LIST
11 UQUIDAMBER STYRACIFLUA — SVWEETGUM 1 1/2" CAL. 30' O.C. OR AS SHOWN
,go11t
Sw
11 CHAMAECYPARIS NOOTKATENSIS - WEEPING CEDAR 6-7' HT. 30' O.C. OR AS SHOWN
l/tftillF�'�
0 109 PRUNUS LAUR. 'OTTO LUYKEN' — OTTO LUYKEN LAUREL 2 GAL. 4' O.C.
0 113 MAHONIA AQUIFOLIUM — OREGONGRAPE 2 GAL. 4' O.C.
(ID 313 THUJA PYRAMIDALIS — ARBORVITAE 6' HT. 4' O.C.
CD COTONEASTER DAMERI — BEARBERRY COTONEASTER — 4" POTS 18" O.C.
INSTALL GROUND COVER IN ALL PLANT BEDS
2,400 S.F. COVERED
WAN RAY W / r%nur
LEGEND
DIESCRIPiION
NEW E)OST14G
CONIC. SIDEWALK
WETLAND
GRAVEL
PA
'X
EXTRUDED CURB
— — -- -- —------=_
ROCKERY/KEYSTONE
WALL
COLIC. RET. WALL
Date: 8-13-04
Scale: 1" 3 40'
Drawn By: D.B.L.
Approved By:
Revised: 9/16/04, 10
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SEPA 03-0006
RECORD DRAWING CERMCA
THESE DRAWINGS CONFORM TO THE 'S
CONSTRUCTION RECORDS.
BY: DATE-
TITLE/POSITION
CONFIRMED BY CITY DATE:
PROJECT REFERENCE: FAC 04-0027
THIS PLAN SHEET REFLECTS TK CITY OF
AUBURN'S MINIMUM LANDSCAPE
REQUIREMENTS,
APPROVED BY:
DATE APPROVED:
EAGLE DESIG of�
26007 NE 27th DR. REDMOND, 1/ASHINGTON 98053 �
TEL. (425) 898-8833 FAX (425) 888-2184
L-'""SH GRADE/TOP OF MULCH
—UP SPRAY OR ROTOR SPRINKLER:
IG PIPE RISER ASSEMBLY-
I MAARLEX STREET ELL
SCH 40 TEE OR ELL
LATERAL PIPE
SCH 40 TEE OR ELL
POP-UP SPRAY OR ROTOR SPRINKLER DETAIL
iKVM LUI I IV LVI L
NEW MOMENT
SIGN
CAUTION: UTILITY CONFLICT NOTE:
30—INCH LENGTH OF WIRE, COILED
COILED
WATER PROOF CONNECTION
(1 OF 2)
VALVE BOX WITH COVER:
12—INCH SIZE
FINISH GRADE/TOP OF MULCH
REMOTE CONTROL VALVE:
PVC SCH 80 NIPPLE (3-)
PVC SCH 40 ELL
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
PVC SCH 40 MALE ADAPTER
PVC SCH 40 TEE OR ELL
PVC MAINLINE PIPE
REMOTE CONTROL VALVE DETAIL
EXIST. WETLAND "A" AS DELINEATED
BY JOHN COMIS ASSOCIATES &
ACCEPTED BY THE ARMY CORPS OF
ENGINEERS (REF NO. 2000-4-01127:
SURVEY BY H.G.G. & ASSOCIATES,
OFFSITE ESTIMATED
THE CONTRACTOR MALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTIUTIIES WHETHER SHOWN ON THESE PLAN$ OR NOT BY POTHOLING THE UTILITIES
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE A 1-800-424-5555 AND THEN POTHOLING ALL OF
THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS
ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS MOULD OCCUR, THE
CONTRACTOR MALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
File Name
IRRIGATION PLAN
GRAVEL FILTER
WINDOW PER
DTL. 5/C4
III, [GYP
NOTE: PROVIDE QUICK
COUPLER KEY do
HOSE SWIVEL TO FIT
QUICK COUPLER
FINISH GRADE/TOP OF MULCH
QUICK —COUPLING VALVE:
10" VALVE PIT
GALY. 3" NIPL.
3—INCH MINIMUM DEPTH OF
3/4—INCH WASHED GRAVEL
GALY. STREET ELL
CONC. BRICK
GALV. 12" NIPL.
GALV. STREET ELL
PVC SCH 40 TEE OR ELL
U \ \ PVC MAINLINE PIPE
GALV. ELL
#4 REBAR W/ S.S.
PIPE CLAMPS
QUICK —COUPLING VALVE
t X. 5 I UKM WA I LK UL IEfi T KJN /
WATER QUALITY FACILITY
PER GRA 03-0006
PROVIDE ALL PERMITS AND INSPECTIONS AS REQUIRED
ALL PIPE AND WIRE UNDER PAVING IN SLEEVE TWICE DIAM. OF INSERT PIPE.
PROVIDE ACCURATE AS BUILT AT FINAL WALK THRU.
PROVIDE ONE 33K (KEY) AND ONE SH-0 (SWIVEL) WITH QUICK COUPLER.
POWER TO CONTROLLER AND CONDUIT FROM CONTROLLER TO PLANT BED
WILL BE PROVIDED BY THE ELECTRICIAN.
NO SUBSTITUTIONS WITHOUT WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT.
DESIGN BASED ON AT LEAST 50 PSI AND 24 GPM AVAILABLE AT P.O.C. IF LESS,
CONTACT LANDSCAPE ARCHITECT BEFORE CONSTRUCTION BEGINS.
OWNER INFORMATION
JUMBO BOX
DOUBLE CHECK
VALVE ASSEMBLY
i W/ FINISH GRADE
GALV. 3" NIPL.
(1 OF 2)
GALV. UNION
(1 OF 2)
GALV. 90' ELL
(1 OF 4)
GALV. PIPE
(TYPICAL)
PVC MALE ADAPTER
IRRIGATION MAINLINE PIPE
BACKFLOW PREVENTER DETAIL
LATITUDE DEVELOPMENT, LLC
C/O MR. DAVE KESSLER
P.O. BOX 817 AUBURN, WA. 98017-0817
PH # (425) 466-7119 FX # (253) 833-7937
2,400 S.F. COVERED
WASH BAY W/ CONC.
SLAB
IRRIGATION LEGEND
• RAINBIRD 18M POP—UP ON SWING PIPE RISER PER DETAIL
RAINBIRD 100—PEB CONTROL VALVE R STD. BOX PER DETAIL
® RAINM ESP-12 LX+ CONTROLLER WALL MOUNT. POWER BY ELECTRICIAN.
N FEBCO 850 DCV IN JUMBO BOX PER DETAIL (1')
04 1' CRANE GATE VALVE IN 10" PIT AS RRIG. SHUTOFF VALVE
IRRIGATION DEDUCT METER BY UTILITIES CONTRACTOR
Q RAINSIRD 33LVC QUICK COUPLER ON GALV. TRIPLE SWING JOINT PER DETAIL
IN 10" PIT
CL200 PVC LATERALS AT 12" DEPTH. UNMARKED IS 3/4"
1 1/2" SCM40 PVC MAIN AT 18' DEPTH MIN,
DESCRIPTION
NEW
EXISTING
CONC. SIDEWALK
WETLAND
y
GRAVEL
PARKING
UX
EXTRUDED CURB
-----=s--
ROCKERY/KEYSTONE""�'�"
,
WALL
CONC. RET. WALL
---
Date: 8-13-04
Scale: 1" = 30'
Drawn By: D.B.L.
Approved E gr
Revised: 9-16-04, 10-01-04
PARCEL NUMBER
132104-9007
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167
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SITE —
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VICINITY MAP
NTS
EAGLE DESIGN
`.� 28007 NE 27th DR. REDMOND, WASHINGTON 98053
TEL. (425) 898-8833 'FAX (425) 888-2184
Sheet
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