HomeMy WebLinkAbout09D1972T"
0
CONSULTANTS
QMML
Andrey Ivantsov
2 W Main Steet
Auburn, WA 98001
(253) 881-8181
ARCHITECT:
The Kelmig Associates
216 A Street N.W.
Auburn, WA 98001
(253) 939-3232
Fax: (253) 135-1309
STRIJCayRAL ENGMEER:
SEGA Engineers
22939 BE 292nd Place
Black Diamond, WA 98010
(3(00) 886-1011
Fax. (360) 886-1016
CIVIL ENGINEER
Anstey Engineering
Benjamin P. Anstey, P.E.
8621 NE 180th St.
Bothell, WA 98011
(20(o) 303-1639
PROJECT DATA
PROJECT LOCATION:
615 C STREET SW
agSIE4SOR PARCEL *�a
1321049046
Auburn, WA 98001
FROJEC DESCRIPTION
C-3 - HEAVY COMMERCIAL
LANDSCAPE ARCHITECT TECT
SELECTIVE DEMOLITION TO THE EXISTING BUILDING
SETBACKS:
David Lowman
WILL BE DONE TO REMOVE ANY TOXIC MATERIALS AND
FRONT:
20 feet
Eagle Design, Inc.
PREPARE THE BUILDING FOR AN ADDITION. A TWO (2)
SIDE, INTERIOR:
None
5561 S Holly St.
STORY ADDITION WILL. BE CONSTRUCTED AROUND
SIDE, STREET:
15 feet
Seattle, WA 98118
THE EXISTING BUILDING TO PROVIDE ALL AMENITIES
REAR:
None
l20(o) 811-1614
NECESSARY FOR THE MARVEL DELI'$ GROWING
FAX (206) 611-1614
BUSINESS. THE SITE POST NEW CONSTRUCTION
LANDSCAPING:
GENERAL CONTRACTOR
WILL BE 95Z% IMPERI/IOUB AND 42% PERVIOUS
Street:
5' Type III
AND THE BUILDING WILL TOTAL 16,518 F.
SURVEY STANDARD BENCHMARK - NAVE) 88
BENCHMARK TAKEN FRON 03H
MONUMENT AT 15TH STREET SW AND C STREET SW
SURVEYOR:
ELEV. 89.95'
Warren T. Lay
104 Cedar Dr. SE
SURVEY BY
Auburn, WA 98002
WARREN T. LAY
(253) 833449
104 CEDAR DR SE
Fax: (253) 833-0192
AUBURN, WA 98002
PHONE: 253-833-114S
PARKING ANALYSIS:
SITE AREA:
Other Retail Establishments - I per 500 at
TOTAL SITE
9,380 OF = 19 spaces 11EXI$TING
IMPERVIOUS
Storage Up to 20,000 sq - I per 2,000 sq, ft, (3 min)
4,482 or = 3 spaces
BUILDING FOOTPRINT
Office - I per 300 sq rt
PARKING ASPHALT
1,016 or = 4 spaces
PARKING GRAVEL
Restaurant- I per 100 sq ft
532 or = 5 spaces
TOTAL PARKING AREA
AREA/REQUIRED
ROUND OFF
PER 1852.10
9380/ 500 = 16.16
19
3 per 20,000
3
1016 / 300 = 358
4
532 / 100 = 532
5
31 REQUIRED
PARKING
TOTAL IMPERVIOUS
NEW IMPERVIOUS
BUILDING FOOTPRINT
LANDSCAPING
PARKING
Total Required Parking
31 spaces IMPERVIOUS AREA
Total Parking Provided
32 spaces
Compact = 1 spaces (1 / 32 =21.81%).
3 Accessible parking spaces provided
2 Accessible Van space provided
DRAWING
INDEX
43fo50 or (l ac)
FACILITIES SHEETS
F-I
SITE PLAN
F-2
SITE SURVEY EXISTING
4,691 SF
F-3
EROSION PLAN
10.1%
F-4
UTILITIES PLAN
14,352 SF
F-5
GRADING PLAN
16,100 SF
LANDSCAPE
30,452 SF
L-I
LANDSCAPE PLAN
69Bge
L-2
IRRIGATION PLAN
35,149 SF
805%
29.190
2183 SF
5.0ge
28,943 SF
663go
41,V13 SF
95•Sq°
ICC/ANSI A111.1-2003
502B FLOOR SUWACES.
PARKING SPACES AND ACCESS AISLES
SHALL HAVE SURFACE SLOPES NOT
STEEPER THAN 1:48. ACCESS AISLES
SHALL BE AT THE SAME LEVEL AS THE
PARKING SPACES THEY SERVE.
;NOTE
ROUGH GRADIf iG ,AND
KEYSTONE WALL CONSTRUCTION
COMPLETED UP IDER SEPARATE
PERMIT
EARTHWORK:
CUT=803 CY
FILL=118 CY
NET = 118 CY
PROPERTY PARCEL"
KEYSTONE CORNER 132104SO20 RECENTLY COMPLETED
WALL ENDS ZONE-C 'NO PARKING' AND 'FIRELINE' MARKINGS KEY STONE WALL
TOP 81' MAX �' �. ... CJ 8� ° :_ 13 3r- A PER CITY OF AUBURN STANDARD DETAILS WITH +3'-6' CHAIN PROPERTY
ELEVATION — .� �,. SIGN 'ONE WA)'' CORNER
LINK FENCE
GENERAL NOTES: DO NOT ENTER
1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF RECENTLY COMPLETED co �>.2 \' PLANT
KEY STONE WALL ►n
AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROPRIATE - WAY — -� ""�► 0 F z � AREA ----
PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL WITH +3'-6 CHAIN -- - ---- . --
LINK FENCE � ONLY _ � •.<m� 15
a'+ i� _._.._ _ gar , a!�;e ���. �, � � m
- NEW SIDEWALK -. , 17� �. q 0 0 ± z
FROM THE OWNER, ENGINEER, AND THE CITY. +� ` I
w _ I - 5 r 6'
2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE 'WASHINGTON a - - ,s� 2 3 I 4 '"ns,;
�LOA iN6 "4 I 1 7L
STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PAR4EL�"�'�;a iRe 8 -0 3 SP • 9'-21- SPCs+ 8' 6'
SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION 132 0 91 _ i;% ,f
(2002/LATE5T EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE ZONE-C �4� ` v'
CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE PLANTING
DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION.cYl N 1►- AREA 123 SF
6� AREA 100 SF " 0 `� 1
3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF -a� \ ! UL E
ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT co `s ___. 19'-0' BUILDING ADD�TQy EXISTING BUILDINGUl
253-931-3010 TO SCHEDULE A MEETING. ' FINISH FLOOR ELEV 81.0 FINISH FLOOR ELEV 81Id��� 6 ��.: ; _t3'
yy -- — fL
I - _
' e 1321049046
1� in 24'-2%�cn
4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE m 4 _ _ , -0, - e 1 8 9 V Ri INK 1
CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE 1
SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
0
B�
TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL
UNDERGROUND UTILITY LINES. IDENTIFICATION, LOCATION, MARKINGS, AND
RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED777��i
BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON 1� +�
(RCW). PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL CALL 1-.,- I ! I
ONE CALL C-0-425-5555) FOR UTILITY LOCATIONS (WATER, SANITARY - ■ j, , I �= n WB-40
801 -
SEWER, STORM A SEWER, GAS, POWER, TELEPHONE, AND TELEVISION. ,�`; PL T1N102 ❑ 9O 13, y 14 g L II \ 1
�Ik`t ■ f, i�,' m I 25
NEW SIDEWALK LAWN ONLY
N
�- Q' t, r . /� ; _ I
5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FLANTI G 61 _ 333 SF ` I 16 11 U Vag
A SUBMITTED TO THE CITY FOR 102 SF - r, 15la
FOR HAULING MATERIAL 70 THE SITE SHALL BE =� � _ NEW SIDE A K
APPROVAL. IF THE CITY BELIEVES THAT THE HAUL ROUTE WILL ADVERSELY I �,� - - - - - - - - - - - - - - - - 120'-0'p"- -0' 8'-0' 3 S ACES 6 9' = 21' 6' 9' 12-G. X12- '� B
IMPACT THE STREET NETWORK, HAULING, MAY BE LIMITED TO APPROPRIATE S(;REEN 61 '�CxAIEBAGE AND FIRE
OFF-PEAK HOURS OR ALTERNATE ROUTES AF?BAG i _� -+RUCK' URNING RADIUS � � � RECENTLY LETED 98'-5%' ?i
KEY STONE WALL
6. THE CONT-. 4CTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND PROPE Y - + �` ° TN +3'-6" CHAIN ° X ao
AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS ANILI
D -
-. CEO^rt per 25' 0'
EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL LINK FEN
N 87 ° 17' 1 363.3-1' f r,x - 38'-0' %4'-0' _I
BE SUBMITTED TO THE CITY FOR APPROVAL, CONTRACTORS AND THEIR
ly
SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND I II y EXISTING
•..._ ANTINCy�
GARBAGE
PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR
NEGLIGENCE CONNECTED WITH THEM.
PROPERTY
1. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES _ _
COINER
SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSE LAND _
EXISTING�UILDING
SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER
NO CHANGE
'NO LEFT 'tU '
8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE 13 SPACES 1321049041 _ - �12 PACES
REFER TO THE CITY'S RECORD CONSTRUCTION DOCUMENT HANDOUT EXISTING SITE ZONED FOR C3 EX STING I
9. ADDITIONAL PERMITS REQUIRED FROM CITY OF AUBURN: STORM FERMI
z
CONSTRUCTION PERMIT, SEWER PERMIT. `- N
X _._
4 SPACES M w
EXISTING w w i
,ALL SIGNIFICANT TREES ON SITE ARE TO BE REMOVED. U -
I=XISfiI PARKIi�
3 SPACES, EXISTIN
o-
i I
SPAC S 0111 DRVE THROUGH _ I
EXISTING 3 SPACES e_
I EXISTING
34 '"PACES
�� �� � ��� � —� ��� �� � �� �.�� �� .� �� �. �.�. ��� ten•-. -,^n�w�� s .� ��
EX. DRIVE EX. WALK NO CHANGE
EX. DRIVE EX. WALK NO CHANGE
� ~ —PAINT LINE — -
---- �-------------------------
w
— — — — — — — — — — — — — — — — — -
t 8TH STREET SW
----------- ------ ---------------- — — — — — — -D A c~oCENTER LINE
5� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- -
: WM GaN R tsoN o� T �1G'cEtS�S To P�1PA64
----------------- -
13240"t*? CAAf rl- sE -STARnIP wvT=c .341cH
wr T2Aa AS !� OVJ✓6R VVMueISTRMr>FS TMe ftJtr7r_#C ? RECORD DRAWING C E RT I F I CAT I O N
THESE DRAWINGS CONFORM TO THE
PROMR77W. TR A cRW Adair; ACRIMA&VT Z ANT CONTRACTOR'S CONSTRUCTION RECORDS.
PROYTii+fD/ FLAN WN4. WefiW TO BE RpVZNO "M 481W*
' TM! IDS p►Ts lb ftA&1G 13Z/04go7. BY• DATE:
NOTE: C riLL 1-800-424-5555 BEFORE YOU DIG TITLE/POSITION: off'
7-7-011
ONFIRMED BY CITY: DATE:
O
W
O r-
i
V)
u
�
00
V-�-
a
V)
Q �i
Z
00
Q
- cc,
ctf
iz
p
3:
n. ro
::D t.r ,
z
Q
CV
Q
F-
z
w
J
U
I
�.
9
0
C
0
W C
(J_
L .J
?�
_J
V
LLJ
—
U
W
Q
c0 ;
O
0-
jl I
E
O
I
�
U
I
I
(_0
(D
i-
N,
v�oo
I
00
�
r(,)
I@�
c0
(D
4_
00
V)
00
Q
c�
CD
^
c
a
I
w
N
a�
-
LLJ
z
_J
N I
N
F-
m
O
X
�
Q
00
0-
W
SITE
LAN
SCALIF-
1-20
I
W
—
�
ROJECT REF: FAC08-0017
W
HESE PLANS ARE APPROVED- FOP,
ONFORMANCE WITH THE'CITY OF AUBU',N'S
m
—
NGINEERING DIVISION i2EG:�112EME°JTS.
UJ
z
Q
w
Q
z
PPRRVED BY: A
LLJ
,ATE APPROVED:
09D)`97X
r
a0
0
W
a
LEGEND
DECIDUOUS TREES o
CONIFER TREES
IRRIGATION METER F
CATCH BASIN
LIGHT POLE 0
PHONE R15ER
FIRE HYDRANT
UTILITY POLE
-0-
WATER METER
EB
STREET LIGHTING BOX
MANHOLE
0
NEW KEYSTONE _o----o—o
0 0-0-
WALL
PROPERTY LINE
EXISTING WATER W—
MAIN LINE
—W_ __W— —ILL-
NEW WATER
MAIN LINE " M ■ k M M x M--� +�-
TIGHT LINE 6' - ---TI— —TI-- —TI_— TL
SANITARY
SEWER LINE ----- —
TOPO LINE —
EXISTING
5 tiJ>�R
E S MENT
EXISTI 1I
I WAT : 1
EAS ENT I
PARCEL * CATCH BASIN
IB2104SMO OUT TO NORTH 12'
STEEL INV = 54,03
ZONE - C-3 NEW 12' DI TO SW
I PR PI�RTI1'
cb"� INV = 84.03 1
I Cof NItR 1 ___
1 1 _ e2. Ico
'
83.3 y`� 82.3 , ' i 4D 1�
N 89' 10, 53, W 10.06' ! ,'
I 1 —� 1— — = '� I N87°17'18V 355.44'
EXISTING ;.� _--
I I 1 .. I .0 -3 .
EASEMENT " _
MH I ..�'< �. CHAIN LINK FENCE , ..I;.� w
(� _
IN F OM EA5 OUT �I 1
TO NORTH I)IV AT --
CTR BASII�j= 5.91 I T E°, I 85.51` a_
1 CONIFER, ' ,� $�1 RIB I I I
Lc
I If3.9 -
; 86- 3/4' WATER
PARCEL «I I ' F------- ASPHALT�METER
----------'1304SI13 tJ
_
ZONE - CjEXI5 NG I 1 1 ! t>J I /� u r ! 18F�.1 ATE O U r �UJA5 EN7 I ua I r' i -- tl3" EXISTING i. • ��
-a
=
An CONCRETE I
I I z
�? I EXISTING ,
I I jJ -W`y
1 - Z I ;` �/GRAVEL PARKING/�� _
EXISTING BUILDING
co a
RN. FLR. ELEV. 87.0'
86.5' FOR BUILDING PAD PARCEL
� f• . I 1321049046
O _ 184.3 SPTIC TANK TO BE ABANDONED
N 64.1. 1 I PbR KING COUNTY HEALTH f' �26°-0'
51 _ I Dtf?ARTMENT CODES '` r 33 -0
8 i SEPT,�qE IS TO BE REMOVED FROM
I SEPTIC T�NK BY AN APPROVED 1
i 945 PUMPER ME TANK VOID 15 TO
1
C. 184.4 BE FILLED WITH COMPACTED AGGREGA�- ® -% - - - - - - - -a
s - - - - - -
DECIDUOUS 4 -
TREES i AND THE BOTTOM OF THE TANK I , ,.,
WILL BE PUNCTURED FOR DRAINAGE ; I Q :' P40NC) PURPOSES TO PREVENT THE
SEPTIC TANK �
ro �
842 P055115I1 ITY OF FILLING c JOB VERIFY
V ROCKERY Qi II i -'
I IE I
PLANTER ' Q PLANTE� D !
56,"I _ i o OXi i p Di I
I I l 86 85.E t m III i 3 m,
�1I M.
EX CATC� `'ra/
ASPHALT,BASIN NEW 12'�
� OUT TO NE cra 1 o'
IE=8424It 11
I l e
I N 64' 41' 58' E 10.�0'
Cr-muOWER �'a , TANK LOCATION ��/ ASPHALT i'�_y
CHAIN LINK +
FENCE
}
_
;�I,X CHAIN LINK FENCE
35-__--- _-.__--_--_---_._..___f' - - _ _ _
frf, - j S8 7'181
/ f f
PARCEL "� 186,4
TRANSFORME ` 132104W41 ;a
f< ZONE - C-3
EXISTING NEIGHBOR BUILDING
PUGET SOUND POWER AND LIGHT COMPANY - EASEMENT
BEGINNING TAT HTE SOUTHEAST CORNER OF SAID PROPERT, THENCE NORTH
03'54'36' WENT ALONG THE EAST LINE OF SAID PROPERTY A DISTANCE OF
34.0 FEET.
THENCE CONTINUOING ALONG SAID EAST LINE NORTH 0512'02' WEST A
DISTANCE OF 85.45 FEET TO THE NORTH LINE OF SAID PROPERTY:
THENCE NORTH 89'10'53' WEST ALONG SAID NORTH LINE A DISTANCE OF
10.06 FEET.
THENCE SOUTH 05'12'02' WEST PARALLEL WITH SAID EAST LINE A DISTANCE
OF 86.50 FEET:
THENCE SOUTH 02'54'36' EAST PARALLEL WITH SAID EAST LINE TO THE
SOUTH LINE OF SAID PROPERTY
THENCE SOUTH 89'10'53' EAST ALONG SAID LINE TO THE TRUE POINT OF
BEGINNING.
SURVEY PROVIDED
BY WARREN T. LAY
E 15TING
D IVEWA
I
I
NI
.I
I
I
CHAIN LINK_ FENCE I
81GN ON --
A 3' BY 3'
CONCRETE;
PAD
SURVEY STANDARD BENCHMARK - NAVD 88
BENCHMARK TAKEN FROM 03H
SURVEY BY
WARRENT T. LAY
104 CEDAR DR SE
AUBURN, WA 98002
PHONE: 253-033-1149
NOTE: CALL 1-800-424-5555 BEFORE YOU DIG
IOPERT711
�ORNERjj p
I
z
1 LL,
j III
II
I ua ills
1
I
IZ
I I 4
I (L
II
Iz I�
E1�
I
Lu
i�TAFII !
I
1 I
I LINE
ENTER it
I
I
1
, II i I cn
4PERTY
QORNER II j 1 I
I II
I II I
I II I
I II I
I II I
I II I I
EXISTING SURVEY
SCALE
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS.
BY E DATE: '7"p
TITLE/POSITION:
CONFIRMED BY CITY: DATE: 0
PROJECT REF: FAC08-0017
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
ENGINEERING DIVISION REQUIREMENTS.
APPROVED BY:
DATE APPROVED:
w
i
o
\
i
cu
N
0
C,
o
Q
\
aI
p
W
T W
o [L
00
o
Q
m X
fn
W
WW
J
of
4J
inV)
o
0
o
Q
v=i
cn
z
0
w
CL
w
F—
Q
0
I
13N
o
0
ta•. v cu
Q
0
W
(�
C/1
F
w
W
2
N
N
�
O
W
W
000
00
V
m
00
Q
I
7-
00
Q
00
w
z
I
z
M
N
a
NfL
Q
z
w
U
(n
O
(/)
O
00
O
w
LIL
W
Q
U)
.,
LLI
vI
Z
ry
w Q
I
cD
m
Q
0
0
CL
0
U
Qo
0
c_
U')
O
=3
cd)
C)
�
O
ff
a�
�
00QQoCD
�--
O
^
C00
n
N
Ln
L-
0)
W
_j
"
_n
=z
LLJ
NI-0
coos
X's
Q
�=
00
ML-
I,
LLJ
C �)
LL1
Ill
/ n LLJ
r
m —_
czz
W (� )
a
wCL
Q L.
LL1
r
O
i
00
O
w
Q
PARCEL"
1321049020
ZONE - C-3
I II I
I II I
I II I
I I II
I I II I
I II I
I II I
I II I
II I
I II I
1 I II I
I I II I
I II I
I II I
I II I
I 11 I
I II I
I
1 I II I
I II I
II II I
I II I
I II I
I I II I
I II I
1 I II I
I II I
I II I
I II I
I u I
I u I
1 I II I
I II I
I li I
I U I
I II I
I II I
I II I
1 I Il I
I II I
1 I II I
I U I
I II I
I II I
I II I
I II I
I II I
I II I
I II I
N87°17'18'W 355.44' I II I
_ I II I
��NBTRIlCTI{�N:_: � I u I
16EE C.1TV DETAl j II
II I
II I
I II I
I II I
I II I
I II I
dG ADDITION XK TING BUILDING
FINISH FLOOR ELEV. 81.0'! I II
PARCEL • ��ASPHALT�� a� II j
1NCx 132104W46 3 jj
'E PARKING �� c ► II I
I n I
I I II I
PROVIDE CATCH
BASIN PROTECTION i ii I
PER ER06ION-04 I n I
! /LJLf r i _/L _L r, fLLLL LZLLLL/�LLL=/LLB_=LLL
13:�49041
ZONE - C-3
EXISTING N,=!GHBOR BUILDING
PARCEL "
242104W65
IK i i li
W d
I II
_ .� S8TfT18'� '��
j I II
j II
I II
RI HT OFI AY
I I1
I I II
I II
I II
I Il
I
TEMPORARY ERROSION CONTROL PLA.
SCALE 120
CITY OF AUBURN ER05ION CONTROL NOTES:
I. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE
PLANS MU;?,T 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 THE SEDIMENT -LADEN
WATER AN,L> 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 INTO THE SITE SHALL BE APPROVED BY THE CITY.
3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM 15 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 61TUATIoNS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS
TO THESE CONTROL SYSTEMS SHALL BE THE RESPON° IBILITY OF THE PERMITTEE.
4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION
(RETENTION IF INFILTRATION SYSTEM 15 USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL 61TE
CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL_ THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL
TEMPORAEi:Y FACILITIES,
5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A
RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY,
TO REMOV= MATERIAL DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY.
6, ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE. POTENTIAL FOR EROSION AND SEDIMENTATION IMPACT ON
ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, CR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST ME BE
STABILIZED ACCORDING TO THE FOLLOWING 5CHEDULF:
FROM APRIL I TO SEPTEMBER 30, AREAS AT FINAL GRADE AND TH05E THAT ARE SCEDULED TO REMAIN UNWORKED
FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS.
FROM O:TOBER I TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE
EXP05URF. 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.
NOTE: CALL 1-800-424-5555 BEFORE YOU DIG
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS.
BY DATE:6
TITLE/POSITION: M/
CONFIRMED BY CITY: DATE: D'
co
n
o
\
I
cd
cu
0
o
CDQ
Q
m
CD
P
po
0\0
r,
m
L11
J
m
K
0
d
i
S
p
p
0
Q
(n
z
O
N
w
SV�13 N
� o
3
QIJ
F-1
C%1
w
w
F O
F_ Qw
w
O
N
�
0
w
o
�-
F--
w
00
00
ry
Z
00
(n
Q
Q
I
>
z
3:
00
Q
OC`
0_
cl--
M
_TF
D
Ln
S
z
m
C_
Q
N
Q
z
�i
J
U
}j CN
d w C-
a
p w
L.L w .:L
LAJ V)
r M
Q
_D
w
O
CL
0-)
O
r")
U
CD
O
C
cf)
CD
O
00
0
Co
+
00
C
CD
Q
G
CD ^
a
W
� N
�
zww
_i
N
f-
O X
Q
co
O
= Q
00
M
0- 1
W
�--
z
LU
z
PROJECT REF: FAC08-0017
f--
LU
V.LJ
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
m
—
ENGINEERING DIVISION REQUIREMENTS.Ldz
a
°-
ui
Q
z
APPROVED BY:
LLJ
DATE APPROVED:
o9D/97R
C�
co
w
<z
r
n-1
GENERAL FILL REQUIREMENTS
1. REMOVE TOP SIOL AND ALL ORGANIC MATERIALS
FROM THE SURFACE OF THE SITE IN ALL AREAS
TO BE FILLED
2. COMPACT THE EXISTING GROUND TO A FIRM AND
UNYIELDING SURFACE AFTER STRIPPING OPERATION
3. PROVIDE FILL MATERIAL CONSISTING OF
WELL -GRADED SAND AND GRAVEL WITH LESS
THAN 5 PERCENT PASSING THE 0200 SIEVE BASED
ON THAT FRACTION PASSING THE 3/4' SIEVE
4. COMPACT STRUCTURAL FILL IN PARKING LOT
AREAS, DRIVES, AND AT THE BUILDING LOCATION
TO SrA. IN NOT MORE THAN 8 INCH LIFTS.
5. IF PROLONGED DRY WEATHER OCCURES UP TO
IM. FINES WILL BE ACCEPTABLE
6. IF WEATHER 15 NOT DRY MAXI LIH MOISTURE
CONTENT 2 TO 4 PERCENT MAXIMUM ALLOWED
1. TYPICAL PARTIAL SIZES LONGER THAN 3 INCHES
SHALL BE EXCLUDED FROM THE TOP FOOT OF FILL
NOTHING LARGER THAN 6 INCH DIAMETER SHALL
BE ACCEPTED.
8. COMPACT TO S5,% MDD THROUGHOUT AS
INDEPENDENTLY TESTED BY VERIFICATION
LABRITORY.
CONSTRUCTION SEQUENCE:
1. ATTEND PRECON5TRUCTION MEETING WITH CITY AUBURN
2. CLEARING AND GRADING LIMITS ESTABLISHED PER GRADE 4 FILL
PLAN BY ANSTEY ENGINEERING. CONTRACTOR SHALL OBTAIN
A COPY OF APPROVED GRADING PLANS AT CITY OF AUBURN
OR FROM ARCHITECT
3. CONTRACTOR SHALL VERIFY THAT ALL DITCHES AND 5WALE5
AS SHOWN BY THE GRADING PLANS ARE INSTALLED TO DIRECT
ALL SURFACE WATER TO THE TEMPORARY SEDIMENT POND AS CLEARING
AND GRADING PROCESS. NO UNCONTROLLED SURFACE WATER
SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE
GRADING OPERATIONS.
4. FILL AND GRADE SITE
5. REMOVE/ABANDON EX. STRUCTURES 4 UTILITIES AS REQUIRED.
6, REMOVE EROSION 4 SEDIMENTATION CONTROL MEASURES UPON
FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL.
1. SWEEP STREETS AS NECESSARY OR AS DIRECTED BY CITY INSPECTOR
8. CLEAN ON -SITE AND DOWNSTREAM PUBLIC STORM SYSTEM AS
NECESSARY TO REMOVE ANY DEPOSITED SEDIMENTS.
UTLITY CONFLICT NOT
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 LOCATIONS PRIOR TO CONSTRUCTION. TH15 SHALL
INCLUDE CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSING TO PHYSICALLY VERIFY WHETHER OR NOT
CONFLICTS EXIST, LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED
AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT
ANSTEY ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
SITE PLAN NOTES
1. SEE ARCHITECTURAL SITE PLAN BY THE KEIMIG ASSOCIATES FOR SITE LAYOUT/
DIMENSIONING. VERIFY ANY D15CREPENCIE6 WITH THIS ANSTEY ENGINEERING
PRIOR TO CONSTRUCTION. SEE DETAIL AND PROJECT SOILS REPORT FOR
CURB AND PAVING SECTION.
2. POST BUILDING ADDRESS WITH 18' HIGH LETTERS ON FACE OF BUILDING
AS REQUIRED BY THE CITY OF AUBURN.
FLEXIBLE GUIDE POST DELINEATOR WITH
3 ROWS. 1/2" REFLECTIVE TAPS`, TW,
EXISIM MC>�IT CURB PER WSOOT F-10,64-00 88' EDGE OF PROPERTY EDGE OF PROPERTY
AC PVMT
0041M MELLOW, y'
T��y KE
1 I I • ti � r• �'
�.
81, x _ _.. STONE
.... a an :` > •- 4�>. tt . .. �.._..._, ,.._ ,._
TOP OF 81'CNE
WALL
., _..ti::.. ,.awe ',.,fe:,.,lr. • w�
NEW BI:IILD'I% i` 1C1' 8b.5
85 :,... s •d: • . d
85' • a •
84' EXISTNG __ •
C-CURS DETAIL 82'
SI'
PRECAST CONCRETE CURB 80"
SCALE NTS
SITE CR%r-%F*O;ps GECTION
SCALE- V 1-36
H 1-6
88' __ EDGE OF PROPERTY ___
_ EDGE OF_.PROPERTr
TOP OF Y!3TONE _ i GRADE DB,S EXISTING BUILDING SLAB 81' __ _ TOP OF KEYSTONE - !
ST - -WALL 5' W FINISH GRADE 865' _ _ _ _ _�__ _ 81'.
86' _ ___ ...' '. ,• . _ , ; • . SIDEWALK'M;i CM
_ _. _ • , ,. NEW ING "PAD 86 3' • , d , �7
TT
_. •s s a �• WAL
FINISH
N
• • d .: �. �OMPAc�.r�k•' : � • � ' :: .: . • �. %.. ' - •' •: :: ' � :.. •,.:.. -86
.: r FWD
_—
:
•
,
_ mEMTHG GRADE
4.
84
dF WALL
03,
1
I
I
I
I
I
JOPERI`Y
CORNER
1
__j
KEYS
NE
WALL
3'-(o' TOP
ELEV.
1.0' TYF k
BW 84'.
PARCEL
"
13210
VI3
PERIMETER OF SITE PER
DETAIL EROSION-02
ING WORK
KVUC3H UKAL) INCH HNLJ rct T 5 I VNt
WALL CONSTRUCTION WAS COMPLETED
UNDER SEPARATE PERMIT 'GRA08-0004
NOTE: CALL 1-800-424-5555 BEFORE YOU DIG
FINISH GRADING PLAN
SCALE- 90,11
,ROUGH GRADING AND WA .L CATCH BASE PROTECTION
CONSTRUCTION WERE STANDARD CITY DETAIL EROSION-04
COMPLETED UNDER SEPEf-'ATE SIL CONTROL FENCE
GRADING PERMIT STANDARD CITY DETAIL EROSION-02
RECORD DRAWING CERTIFICATION I PROJECT REF: FAC08-0017
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTIOW RECORDS.
BY: UDATE:6
TITLE/POSITION: �. SfCtic.. wCONFIRMED BY CITY: DATE:4rO7e�
i
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
ENGINEERING DIVISION REQUIREMENTS.
APPROVED BY: ) ) �,'A�
DATE APPROVED:
w
F
f-
w
w
V)
0
'
a
3
p
O
a
V)
z
O
V)
w
w
Q
0
O
z
U
w
0
IY
C`•,
I—
OI
-'-•I
o
r'
W
00
o0
V)
Cr)
T_
Z
~
oo
c"
a
a
I
>
Z
00
<(
00
w
z
1
!z
cy-
M
m
N
Z
Q
N
Q
.I
LLJ
ry
a
E
�
0
U
CD
O
CD
CD
co
m
V-)
_
(_0ou
N
-�
CD
00
Q
c
O
C
�
�
UJ
J
w
$.
W
~O
Z
-F
J
to
Q
�
co
m
C
L-
uj
W Qz
LIJ
LLl
W z
r
m
a cz Ld z C7
Q
w < z
w
w
1
W
f-
w
w
z
fn
POD/
oc) In
CD
SOUTH PROPERTY LINE NORTH PROPERTY LINE SOUTH PROPERTY LINE NORTH PROPERTY LINE I
CD
O NEW BUILDING NC)
C) w >_ a -
co
RIDGE 86.51
GUARD RAIL J
ELEV. 81.0 vV
........ ELEV_ 51.0 0 cl) < 0- LLj
._.._ ._..-.._.._.._.-------- < 0 3-1 0 (Y a. X
ELEV. 86-0 ......... ------------ - ........... 0 V) 0
ELEV; 860- -
...........
ELEV. 8r:,.o -------
.................................... ........ ------------------- --------------------- ------------ ................ .-ELEV. 85.0---
ELEV, 840 ............ ...... ............... ........ ........ .............. ------------------- .................. >
0-
-------- ELEV. < . .. . .. . .. . . . .. . .. . .
_.._..�. _._._ _._._ _
................ .....
ELEV. 820 ..............................
w ELEV. 83.0 ------- ELEV� 83D___ ......
___._
............. ... ...................................
< ELEV, 81.0 ---------- ....... ELEV;82.0___ -0- ...... .............. ............. ........ ........... . . .....
............
ELEV.- 810 ......
DI WATER "Ot 8' DI "TER PIPE
EAST CROSS SECTION /-46\ WEST CROSS SECTION cn
z0
SCALEH a I' a 30' SCALE- H Is 30' V)
v >
LA
V
J
KEYSTONE WALL ;TOP 81.0 4' MIN CLASS 5 AC
RIDGE = 66.5
RIDGE 865 RIDGE 865 O'MIN 5/8'-CRU5HED ROCK
ELEV. 81.0
........................... .. .... ....................... FHM GRADE 865f
.. ...............
................ .......... ......................
.................
- ----- --------
ELEV. 86,0
t........
A
L .......
ELEV. 840 ....... ....... .7, 13'-22' OF 1-1/4'CRUSHED ROCK,
43'X2
4- - - _11.7- - ____,_-i�_ - - i
ELEV. 83.0 _,,__,,,,,,,_, '_'_ - "_ i I' CMP ARCH PIPE
lift. Mp
_--mill 4. A
ELEV. 82D
---- ------
............. ELEV. BID ...... -C
----------------- ............ .... .........
F3111 TYPE 2:46' CB% T I PE 2' - - - - -- -
14' MIN CIDF
RIM z 860 95-W RIM = 8( .0 95.9Y 14'MIN
Rim 8&0 bf.-ff 14'MH
0i
V 82.0 1.97 IE 820
Li IE 82.0 21.2: L
CCNFCL MN #1 54"
............ L-82D
N 0 9-T H "SO DRAIN PROFILE�' ~�
i RIM = 851 616-6W! IE
A
SCALE. H 1' • 30' E A.
44 . A . '. '. J* .•4 , : - (O'NIN. OF 50- CRUSHED ROCK
UPPER ORIFICE - 4' e 134.11
v■11 5,
BOTTOM ORIFICE I'm
GI5#I 48- Ty 2
RIM a ee4tq.(b* 5TIRRORNGEPTOR 6TC 4501
RIM 2 BID %4p.(Vs
IE - ~ .
IE = 01-e1 IN bVtV
KEYSTONE W,4LL TOP 810 RIDGE ■ 86.51 RIDGE O�P,5 swil 61. IE = 01.1a OUTbobj GMF ARCH PIPE DETAIL
i 7117
ELEV. 81.0 ----------- --------- - ------
ELEV. 66.0 . .. . ...... N.T.5,
ELEV.85.0
................
V)
............ ------- ........ -------
ELEV. 84.24 .......... ...... . --------- uj
. ...... .. .....
BOW 2 83,5 A!
-----------_- ------ _Aq c H 1%
0.1
ELEV. 820
ELEV, 81.0r.
.. .... .. ......... . .......
. ....... - ------------------------- - .. . ............ - ........... NEW 40' MH 02 TYPE 2
C5 E544
RIM 2 wo
IE m 81B WEST 121%.40'
LEGEND
IE = 81.5 N-S
C5' 4 TYPE 2-4a'
GE' 3 TYPE 2-4V C15' 2 TYPE 2-40'
RIM m e*.6 85. 92; RIM m 86.0 is.90, RIM x 8(02 POST INDICATOR VALVE
IE 820 ISI.-72: 15 820
IE 02Z IRRIGATION METER
STOW NOTE SANITARY SEWER NOTES: WATER NOTES WITH DOUBLE CHECK Fm
wx 91. qs, VALVE
2' -24' FlJqB TYP,
FOR BACKFLOW PREVENTION
SEE STANDARD DETAIL
1. RESTORE AREA AROUND DETAIL REFER TO CITY STANDARD CATCH BASIN Im
5TOW-02 FOR STORM EX 6SMH TO AS GOOD OR
CONTROL STRUCTURE BETTER CONDITION. WATER LIGHT POLE C14 0 U T H /D NORTH DRAIN PROFILE 1 0 F-
SCALE- SURVEY BENCHMARK - NAVD 88 RIM OF THE 54' CONTROL STRUCTURE WILL BE e�&,l 2. CORE DRILL AND RECHANNEL REFERENCE DESIGN STANDARDS >
o Ld 0
v ■ 1' ■ 5' THE INVERT ELEVATION WILL BE al,S5 EXISTING MANHOLE AS REQUIRED FOR BACKFLOW PREVENTION PHONE RISER I.- LLJ 00 00
THE BOTTOM ORIFICE WILL BE 1' 3. CONNECT TO MH W CORE 4SEAL BOOT DOMESTIC 101.2.1 H V) 0:� (n T_
THE TOP ORIFICE WILL BE 4' AT ELEV 83.95 IRRIGATION 1.01.2.2 A FIRE HYDRANT z I-_ oo
THE OVERFLOW OF THE 12' STANDPIPE WILL BE 85.0 4. INSTALL SIDE SEWER PER < V) <
I I PER DESIGN STANDARD STD DETAIL SEWER-02 FIRE 1.01.5-2 E
THE BOTTOM OF THE MANHOLE LIE) WILL BE a5.5 UTILITY POLE >
SEWER AND 1.01-5.2 C ADD
00
WATER 1 EASEMENT VALVE TO FIRE LINE THE 100 YEAR PEAK FLOW WILL BE 0.48CF6 AT ELEV 13r;,.O EXISTING WATER METER < - 00
EASEMEN I AT POINT OF CONNECTION THE 25 YEAR PEAK FLOW WILL BE 03(oCFS AT ELEV 84.5 CATCH BASIN L'i -72 -�7 1
EXISTING MANHOLE 5 TO PUBLIC WATERMAIN �b PARCEL STREET LIGHTING BOX 0:�
1321049020 THE 10 YEAR PEAK FLOW WILL BE 0.25CFS AT ELEV 84.2
ELEV 835� b3.0 1 1> THE 2 YEAR PEAK FLOW WILL BE O.OFCFS AT ELEV 81SO
'T;F):W- - - - - - I \ I/ . ,l/ - ZONE- C MANHOLE z m N
INVERT
-7to <
- --- ---- A IT- 13 W 354.121 NEW KEYSTONE <
IE z 1159 -6" < 105
z
. ..... WALL
CONNECT TO EX H
PROPERTY LINE
- ------ Lu
PAt I - C5%
Z_
KA ftwmffijj�,
V C
EXISTING WATER-w- -LL�- ---w- _W_
NEIGHBORING SITE
PARCEL 5
MAIN LINE
5 T A (o 4.w 4
V'P6 V.7 1321049113 1*3 1 V)
-7-1
ZONE C CONNECT TO. F---- 86-- NEW WATER
EXISTING WAT
MAIN WITH 8' * I i - - i MAIN LINE cn 0
TAPPING SADDLE ' 1 11 - - I I LOW HAZA
AND 8' GATE I I I o7f7f * t ur-- I --I , I ROOF DRAIN/ -TI,_ _TL_ -TL- 0 00
i I u W.- Flmm ] I' METER o F- (7)
VALVE I I I I DOUBLE C ECK TIGHT LINE 6'
_j
C 4
PIMIN
.........
ur"T,
8- 2
RIM
IE - te
r 6 0
2
EX H
w w tA
�l 7�li
110 2, W41F-F-
tTl I I c(l
VAJ_vl� Ij I ', I I VALVE PE LA..
I 86;D G _cy, oxi 1 1.012 1" SANITARY _66- so -I%- _l%
(D
Ift I I tu qt"
1 INSTALL 8' POST 0 �zll It x 14 STOW DRAIN -6-- 8 - SO- V)
I INDICATOR VALVE 0 :z
FIRE $pRi E of �iTOPO LINE Lij
LINE PER RE I 1>70
I >
J�
U-,l I M LO M
LINE FERMT
I ! WATER PITTING TABLELi D
I w
P�ARCEL Fu > LE) STA 4+98 0
L",21045046Ov (L l= CB E544 I- &'SO BEND MJxMJ
15,
WATERLINE DOUBLE CHECK �INISH FLOOR ELEV. 81.0'
f I
EASEMENT VALVE PER IE 01�5 WEST 12-
ID15_2E CATCH CL E
PROVIDE 6TORZ Zffi I I I BASIN IE 815 N-S 21' W. 0
1 5TA 5+12
CONNECTION PER Lo iQWLU I- I I I , IOCOA SID WATER-01 FDC 00 1 RI HT OF W, Y 1- 5 114' MVO FIRE HYDRANT ASSY 0
11, If= INCII=LE RTEf;4AL
(_0
MAINTAIN 5'z0'CLEARANCE
i L 4 �j i i j z C: TREET E I- 8'x(o'X8'TEE MJxFL
------
I- 9>' GATE VALVE FLxMJ
AROUND FIR HYDRANT N.9% (D
2 "a, C) I LLI
TL <t I- 8' GATE VALVE FLXMJ CD C-D i
AN _�TL� I I 1 00 I'lo
WATERLINE p I - I I I 1� - (D
d) I- CONCRETE BLOCKING c -0
00cn
---- ----- ----
Lu
(Jo c:
It, w i <
co
STA 5+10
zZ
lu m �3 z I Lc)
-0 - -- ---- _k X, � :�i -4 1- a'x4'x8' TEE MJxMJ Ljj
CF. colww- n CB#2' Ap ------ 7- (D 0
w t ---- w (L Lmtj
I- CONCRETE BLOCKING
065 8 5 LLJ
I . -F
ro. 0 <
5TA 5+S5
1> INSTALL 350 LF OF (_0 0 = <
1 30 BEND 00 M fa- L-1- Lij
8' DI WATER �MAIN
PARCEL Ef
60NI �EC TO .�;fs In 0 CONCRETE BLOCKING
5TA �41
w I . ! , . ExIONG ic, INCH LAS
SET SHALL BE SUBMITTED WA� R MAIN T (D
TO THE LOCAL JURISDICTION NEIGHBORING SITE WIT 8' TAPPI�G, NOTES:
EXISTING BUILDING SAD LE LE AND 5' I. KEYSTONE WALLS TO BE INSTALLED PER BY THE LEVEL 'U'CONTRACTOR FJ 1 GAT VALVE (9 >
AND APPROVED 13Y THE MANUFACTURER'S INSTRUCTIONS.
FIRE MARSHAL. BLOCKING, N uj a --
PIPING, AND RODDING DETAILS RESTORE DISTURBED AREA RECORD DRAWING CERTIFICATION -0017 LL1
SHALL N PROVIDED. SURROUNDING 51DE6EWER PROJECT REF: FAC08
APPROVAL OF CIVIL PLANS (D
DOES NOT APPROVE THE FOR SEWER DETAIL REFERENCE UTILITY PLAN Lu
THESE DRAWINGS CONFO[,M TO THE THESE PLANS ARE APPROVED FOR
INSTALLATION OF THE "WLER STANDARD CITY DETAIL SCALE- V-20' CONTRACTOR'S INSTRUCTIORECORDS. CONFORMANCE WITH THE CITY OF AUBURN's
0 L
SYSTEM SUPPLY 5EW!R-02 z
ENGINEERING DIVISION REQUIREMENTS. cz
BY: DATE:
NOTE: CALL 1-800-424-5555 BEFORE YOU DIG TITLE/POSITION: Lll'#A) $"of &yise APPROVED BY: 5,eAA a_ <
CONFIRMED BY CITY&2_DATlE:6/r-/,lY DATE APPROVED: Lli
09P197A
='NISH G=ADEfTOP Cf MULCH
' fl-l1P SPRAY OR 7ZOTOR SPRINKLER:
AARLEX STREET EL,
UING PIPE RISER A83EMEILY:
BARS ELLS ANS 12' �IUING PIPE
VC LATERAL PIPE
r-VC °ICH d0 TEE OR :LL
pop -Up SPRAY OR ROTOR SPRINKLER I )ETAIL
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 D E T A I L
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 I-WO-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 SHOU.Jt`I 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.
mnTc• DRn\/InF nlllr.K
"INISH GRADE/TOP OF MULCH
UICK-COUPLING VALVE:
0" VALVE PIT
ALV. 3" NIPL
-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
;ALV. STREET ELL
ONC. BRICK
ALV. 12" NIPL.
ALV. STREET ELL
'VC SCH 40 TEE OR ELL
'VC MAINLINE PIPE
,ALV. ELL
f 4 REBAR W/ S.S.
I I �/ I I I PIPE CLAMPS
QUICK-COUFL 1II G; V 4LVE
1A-
6
N
T
TE5
I RR1 ATI OI Y LE(=�END
O
RAINBIRD 1800 SERIES POP-UP ON SWING PIPE RISER PER DETAIL
RAINBIRD 100-FEB CONTROL VALVE IN 5TD. BOX PER DETAIL
RAINBIRD E5P-6LX+ CONTROLLER WALL MOUNT POWER BY ELECTRICIAN
Q
RAINBIRD 53LVC QUICK COUPLER PER DETAIL
N
I" FEBCO a50 PVC IN JUMBO BOX PER COA WATER-06 SEE CIVIL PLANS
DQ
I" CRANE GATE VALVE IN 10" PIT AS IRR, P.O.G.
II-1 I" METER FOR IRRIGATION PER CITY WATER-06 DETAIL BY UTILITIES CONTRACTOR
1 1/2" 5CH40 PVC MAIN AT 15" DEPTH MIN
CL200 PVC LATERALS AT 12" DEPTH MIN. 51ZEP PER CHART
DESIGN BASED ON II/al/a GPM 6 60 P51 MIN, IF LESS FOUND, CONTACT LANDSCAPE ARCHITECT BEFORE INSTALLATION.
PROVIDE ALL PERMITS AND INSPECTIONS.
PROVIDE ONE YEAR WRITTEN WARRANTY ON ALI. PARTS AND LABOR.
NO SUBSTITUTIONS.
PLAN 15,DIAGRAMATIC AND ACTUAL FIELD LAYOUT 15 THE RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR IS TO PROVIDE MAINTENANCE AND OPERATION MANUALS TO OUNER AT FINAL WALK THRU,
CONTRACTOR IS TO PROVIDE TIME OF OPERATION CALCULATIONS FOR MAY THRU OCTOBER TO PROVIDE
A MAXIMUM OF 1" PER WEEK TOTAL PRECIPITATION FROM COMBINED WEATHER AND IRRIGATION:
INSTALL RAIN SENSOR IN SECURE BUILDING LOCATION TO SHUT OFF IRRIGATION DURING WET PERIODS.
CONTRACTOR SHALL MONITOR THE IRRIGATION ;SYSTEM AND ADJUST CONTROLLER TIMING TO REFLECT CLIMATIC
AND WEATHER CHANGES AT LEAST ONCE PER MONTH DURING FIRST SEASON OF OPERATION TO INSURE OVERWATERING
OR UNDERWATERING 15 NOT OCCURRING AND THAT NO OVER5PRAY ON PAVING OCCURS.
ALL PIPE OR WIRE UNDER PAVING SHALL BE IN 5CH40 PVC SLEEVE AT LEAST IS" DEEP AND TWICE pIAM. OF INSERT PIPE.
MEET ALL CODES PERTAINING TO ALL ASPECTS OF THE IRRIGATION SYSTEM.
ANY DAMAGE TO FACILITIES OF UTILITIES WILL BE REPAIRED OR REPLACED TO OWNERS SATISFACTION.
CALL BEFORE YOU DIG! LOCATE ALL UNDERGROUND FEATURES BEFORE TRENCHING.
FIFE 151ZING
PIPES TO BE SIZED ACCORDIN('i TO THE FOLLOWING TABLE:
0-10 GPM = 3/4' PIPE
11-IS GPM = 1" PIPE
19-25 GPM = 1 1/4' PIPE
26-34 GPM = 1 1/2' PIPE
36-55 GPM = 2" PIPE
ALL PIPE SIZING IS BASED ON (1200 PVC PIPE
CONTRACTOR TO DETERMINE PIPE SIZES PER THE ABOVE CHART.
.-
A.
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
D VID B. LOWMAN
CERTIFICATE NO. 387
RRIOATICN FLAN
9 —5
PROJECT REF: FAC05-001-1
These plans are approved for conformance with the
Clty of Auburn's Engineering Division Requirements.
APPROVED BY:
DATE APPROVED:
PROJECT REFERENCE: FAC,08-0011
This plan sheet reflects the city of
Auburn's minimum landscape
requirements.
APPROVED BY:
DATE APPROVED:
Record Drawing Certification
These drawings conform to Contractors
Construction Records. _
SYr /DATE r
Title/position:
Confirmed by Glty DATE:
IllOrE : THE 1AR14A7"1ON SYSTEM
WA.S Ato -- 1,-r s 7-,4c.LEb .
v
Cd
z
a�
I�
CIO
co
O
o
GD
PC:) I
c�
c0
+' I
co �
v T-+
CC)
cD
0
C\2
v
v� H
0
to
cQ
LO
O�yQ�N
-.._I
aj
D
O
'd
m
A
cn
A
�
Pd
IU
K
O
Sheet
L.._ _
09DNZZ
1�OT��
COMPLY WITH ALL G I TY ORD I NANCE5 AND OBTAIN ALL RE001 RED PERMITS AND I NSPEGTI ON5
INSTALL 6" COMP05TED TOP501L IN ALL PLANTING AREAS.
INSTALL 5" BARK MULCH IN ALL PLANT BEDS
PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL MATERIALS AND LABOR
INSTALL AUTOMATIC, I RR I GAT I ON AS PER PLAN
NO 5UE35TITUTIONS WITHOUT WRITTEN CONSENT OF LANDSCAPE ARCHITECT AND CITY
REPAIR OR REPLACE ANY DAMAGE TO UTILITIES Off: FACILI'l IE5 TO OWNERS SATISFACTION
LOCATE AND PROTECT ALL UNDERGROUND UTILITIES
TILL PARKING LOT ISLAND 501L TO 18" DEPTH.
DEG I DUOU5 TREE GAL I PER MEASURED AT 4.5' M I N I MIJM ABOVE ROOT BALL.
CONIFEROUS TREE HT MEASURED FROM TOP OF GROUND AT TIME OF PLANTING.
INSTALL ROOT BARRIER WHERE TREES ',�RE WITHIN 6 OF FAMED AAr�EA5
DECIDUOUS TREE
01 CHAINLOCK, LOCK
4 STAPLE TO STAKE
(2) 2x2 FIR STAKES
DRIVEN TO REFUSAL
SET PLUMB 4 INLINE
2' LAYER BARK MULCH
2' DISHED EDGE
PULL BACK BURLAP
AND REMOVE WIRE
BASKET
50/50 TOPSOIL/
NATIVE SOIL MIX
SIT PIT 3 TIMES
ITBALL DIAM. AT TOP
iwlc:E AT BOTTOM
TREE STAKING DETAIL
N.T.S.
UTILITY CONFLICT NOTE:
CAUTION:
� • r (,% ^� PL aNT PIT 3 TIMES
��"' • w
KOT13ALL DIAM. AT TOP
TWICE AT BOTTOM
2' LAYER BARK
—"
1' DISHED EDGE
FOLD BACK TOP
THIRD OF BURLt-:P
50/50 TOPSOIL:
NATIVE SOIL MI::
SHME3 PLANTING
DETAIL
KTA.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEP 1-
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTIL , ITIF 5
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THI5 SHALL INCLUDE CALLING UTILITY LOCATE 9 1-600-424-5555 AND THEN POTHOLING ALL OF
THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PH`'SICALLY 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.
'IT 3 TIMES
4LL DIAM. AT TOP
,T BOTTOM.
ONIFEROUS TREE
K2 FIR TREE STAKE
CHAINLOCK, LOCK
STAPLE TO STAKE
BARK MULCH
'DISHED EDGE
NFOLD TOP THIRD
IF BURLAP 4 REMOVE
In BASKET
0/50 TOPSOIL/
ATIVE SOIL MIX
CONIFEROU5 TREE STAKING
NT,S.
132104,1113
ZONE-C
1321014g020
MARVEL DELI
15210441046
LONGHORN
RESTAURANT
132104104-7
6TH STREET 5W
SIGHT DISTANCE PLAN,
T
5
FLAhr L I ST
LIOUIDAMER STYRACIFLUA - 5WEETGUM 2" GAL. 64B SPACED AS 5HOWN
AGER PLATANOIDE5 - NORWAY MAPLE 2" GAL. B$ B SPACED AS SHOWN
CHAMAECYPARI5 NOOTKATEN515 - WEEPING ALASKA CEDAR 6--I' HT. 64 B
SPACED AS SHOWN
2 AGER RUBRUM RED SUNSET - RED SUNSET MAPLE 2" GAL. 665 SPACED AS SHOWN
® 12 MAHONIA AOUIPOLIUM.- OREGONORAPE 2 GAL. 4' O.G.
'�►�` 11 THUJA PYRAMIDAL15 '5MA6ARD' - EMERALD GREEN ARBORVITAE 5-6' HT. B4 B 3' O.C.
0 22 COTONEASTER PARNEYI - PARNEY GOTONEASTER 3 GAL. 4' O.G.
O a JUNIPEROU5 CHINEN515 'OLD GOLD'- OLD GOLD JUNIPER 5 GAL. 4' O.G.
® 16 PRUNUS LAUR. 'OTTO LUYKEN' - OTTO LUYKEN LAUREL 2 GAL. 4' O.C.
GD GOTONEASTER DAMERI - BEARBERRY GOTONEA5TER 4" POTS IS" O.G. IN ALL PLANT BEDS
Linear Application of DeepRoot Tree Root Barriers at Time
of Installing Concrete Sidewalks and Curbs
TYPICAL SECTION OF CURB AND GUTTER WI TH DEEPROOT
TREE ROOT BARRIER INSET INTO CONCRETE. 1
BARRIER INSTALLED IN A TRENCH IN 5UBGRZADE WHICH 15 ��7"
THEN COMPACTED. BARRIER IS SET 50 THAT TOP EDGE
WILL BE 2' (5CM) BELOW FINISH GRADE OF CURB, AND SET
FLUSH WITH EDGE OF CURB. BARRIER RIBS FACE TOWARD
TREE ROOTS. Top of root barrier 2' (5cm) below
finish grade of curb
INSTALLATION SEQUENCE:
I. Prepare base and subgrade Concrete
2. Trench to appropriate depth for Installation of \
root barrier so that top of barrier Is 2' (5cm)
below finish grade of top of curb. Compacted crushed base
3. Place root barrier In trench, vertical ribs must
Fare toward tree roots. }
4. Backfill and compact to requirements. subgrade compaction
5. Place form material against barrier (It may be Typical DeepRoot UB 24-2,
nailed from the outside of the form) optional use of UB 18-2
TYPICAL SECTION OF CURB, GUTTER AND SIDEWALK INSTALLATION SEQUENCE:
WITH DEEPROOT TREE ROOT BARRIER INSET INTO
CONCRETE
BARRIER INSTALLED IN A TRENCH IN 6U55RADE
WHICH 16 THEN COMPACTED. BARRIER 16 SET
60 THAT TOP EDGE WILL BE 2' (5CM) ABOVE
COMPACTED BASE for halfway between base
and finish grade of 6W). BARRIER RIBS
FACE TOWARD TREE ROOTS.
Concrete
IAANx
a a d
Subgrade compaction Compacted crushed base.
T Ica[ pee Root UB
0 lonaPus�of UB 0-
To
pp of root barrier
(5cm) below finish a J:' .
grade of curb 4
Base; •.,�� }.: :..�.$.�,r f ::?`,;:
6ubgra
5/8' (lbmm) I Deep�ct UB 2q-2,
`II UB 18-2 or LB 12-1-
G — s-01
LAN L)SGAPE FLAN
I. Prepare base and subgrade
2. Trench to appropriate depth for
Installation of root barrier so that
top of barrier Is 2' (5cm) below
finish grade of top of sidewalk (or
halfway between top of compacted base
and finish grade of SW)
3. Place root barrier In trench, vertical
ribs must face toward tree roots.
4. Backflll and compact to requirements.
5. Place form material against barrier
lit may be nailed from the outside
of the form)
IMPORTANT NOTE: Tree location must align
with 'as -built' center of barrier.
Typical DeepRoot UB 24-2.Optlonal use of UB 18-1.
Minimum 6 panels or 12 linear feet (3b6m).
FAC05-001-1
PROJECT REF,
These plans are approved for conformance with the
'�d
CFt9 of Auburn's Encjin! ruj D 161 ants.
APPROVED BY.
DATE APPROVED. > '�
FAC06-001-1
PROJECT REFERENCE,
This plan eheet reflects the city of
Auburn'e minimum landscape
requirements.
rrr��� nn
APPROVED BY.
(% Q
DATE APPROVED,
Record Drawing Certification .
STATE poF
WASHINGTDN
These drawings conform to the Contractors
REGISTERED -
LVOSCAPE ARCHITECT
Corot tion Records.
-.
_
R DATIi,
(yt�p a (yam
w
CERTIFICAtEtNO. 397
Tltleipoeltion.
confirmed bg City ASS e
~;;R, cc)
O
bL
co
{' I
co
I—
Q) a> --I
Cf) CO
CD
CD
C\2
ru—�J w
C% W
E
0
cD
Lo
wMw
rl"
1
Cy
(V
U )
A
�
Ix
O
Z Z
Y
Q
Sheet
L-I
of