HomeMy WebLinkAboutPZ - Site Plan 0 Know Call
before
ore you DUTCH BROS. COFFEE - ID0802 - MERIDIAN, ID
Ui p Call before you dig.Dial 811 N
SITE PLAN
.21
PROJECT DATA
U;
c' Q
c � MULTI-TENANT BUILDING = 5,825 SQ. FT.
6 ° •:eiena s wuawiamu °nw
' W Snyder gr O
LOT 1 SIZE = 33,043 SO. FT. (0.76 AC) - -_
c LOT 2 SIZE = 32,467 SQ. FT. (0.75 AC)
o -- ,
° SETBACKS WM1'
"r
r LJ..I
a; - FRONT: NONE J
_ REAR: NONE anklln Rd SIDE: NONE y _
IA L 1 Q 2Q 4Q W Franklin Rd W FfBnklfn Rd Z 2 Q
o TRASH ENCLOSURE = 4000
'x12'
y rcnrxll. C....
._ c SCALE: 1"=20' = N N J W J
PROPOSED REGULAR PARKING 33 M
PROPOSED ADA PARKING = 2
TOTAL PARKING = 35 W ~ m Z
BICYCLE STALLS K,...dy ...... O Q
o� U
° c REQUIRED = 1
PROVIDED = 4
V � walrmar.: W -
QUEUING = 27 ^ ` L�AT)� Z W
a ° Z L
p Q
C "o �' C!
° C 3a I-na F4 U
0
.0 ° I I Z
Vl N
I I _ W Owe rlana Rd
o
a VICINITY MAP
r4)
a I Ten Mile Flats, LLC
- 0 260 S. Ten Mile Road
° a R8483010050 i i P
(D2) Ten Mile Crossing, Inc I 1
U co 270 S. Ten Mile Road I 1
� � � R8483010040 25.50' I III ® CONSTRUCTION NOTES
o (0 I EASEMENT TO BE VACATED I I 25.50' 1 1. EXISTING PROPERTY LINE, TYPICAL.
..v '- o LL11
Lill`
BY OTHERS (D3) I
°o r 2. EXISTING EASEMENT, TYPICAL.0 Trash Enclosure Corners 1 111i
3. LOCATION OF PROPOSED BUILDING AS NOTED; CONFIRM ALL DIMENSIONS AND REQUIREMENTS 1 4.3'Northerly o undary 1 51 WITH ARCHITECTURAL DRAWINGS.o I I 1 DECLARATION AND GRANT S89°26'50"E 43.77' y 25 S89° 26' 50"E 357.63,(M&R1) 1 OF EASEMENT 4. PROPOSED TRASH ENCLOSURE; CONFIRM ALL DIMENSIONS AND REQUIREMENTS WITH O °D
° PLS7880 i 1 g " " ' " " .y " ' " .y " ' '18�'.21- .y " ' .y " ' y" " ' ' ' ' ' " ." " ' "' ' " . 25 " , ' • . ' ' , " ' , " , ' ' y ' " y , y y I INSTRUMENT N0. 2019-021638 ARCHITECTURAL AND STRUCTURAL DRAWINGS.
" " " - " ' ' ' " ' '1 76.42' " ' ' y " ' " ' " ' PLS7880
•" 5. PROPOSED VERTICAL CLEARANCE BAR; REFER TO SIGN PLANS FOR EXACT PLACEMENT AND
.� rill
i ' " ' '
24 . 19 i a 23 ° ° °
ADDITIONAL INFORMATION.
.� a EXISTING UNDERGROUND l �"� 23 " 19 � 12 � ° � ° yy
N PRESSURIZED IRRIGATION TO I b I ° ' S �" y"" Y 6. PROPOSED ASPHALT PAVING, TYPICAL. Q
-5 0BE RELOCATED BY OTHERS r 6 ° � I 12 N 6 12 ° I ' ;" 7. PROPOSED CONCRETE PAVING, TYPICAL.
23 ° ry 10.54" L 1 8. PROPOSED CONCRETE SIDEWALK, WIDTH VARIES, SECTION.
;6 0c v 2 PUBLIC RIGNT 12' III i ► 25 12 5 1 ° , -
1 4
OF_ ion 21 a ®� I - ." ^ I 9. PROPOSED ACCESSIBLE CURB RAMP, TYPICAL.
INSTRUMENT NO. 2016 1116EMENT i y y"• 25 8 ° 7 ° -
326 p 4 " 24.y " �. " p I"" " � o I 10. PROPOSED SINGLE ACCESSIBLE PARKING STALL WITH ALL REQUIRED SIGNAGE REFER TO
o 0 o ; 1:-)
I d 9 ° , d 21 "Q7.;,�2
, ° s° - " GRADING PLAN FOR ADDITIONAL INFORMATION. SEE DETAIL THIS SHEET.
m o I ° I 12 .. � 20 rnL Fw I " 23 ° , ° ° 11. STANDARD PARKING SPACE, TYPICAL.
U w l 13 I .y "" 12. PAINT DIRECTIONAL ARROWS WHERE SHOWN, TYPICAL.
i. 06 �S l I"" y '�I In . m d ° 8 1 26' 25 ' 8 13. PAINT 4" WIDE WHITE REFLECTIVE PAINT PARKING STALL STRIPES, TYPICAL; ALL STRIPING TO
c PROPOSED ELECTRICAL ° 13 ,�• . 18 CO PROPOSED CONFORM WITH CITY OF REQUIREMENTS.
0 " � a � o I METER (TYP. OF 3) 24 � DRIVEWAY
o M 06 "0I9 (o I, ' e 21 co 18 23 I j 14, PAINT CONTINENTAL STYLE PEDESTRIAN CROSSWALK STRIPING; 1 FOOT WIDE STRIPES AT 2
'6 .° A IQ LANDSCAPE y" ' 17 �29,�I 19 I w J. and Shean o0" I I 1 I I 1/2' FEET ON CENTER.
o u N p l - BUFFER , d ° 18 1111i 12 S. Ten Mile Roa 23 I ►+'-I 1 a I 15, EXIT LANE: PAINT STRIPING 2 FEET ON CENTER FOR STRIPED OUT AREA AS SHOWN, TYPICAL.
c c PROPOSED l '" "' " . 19 ° 21 d 1 0 12 83010030 12 I M o I ALL STRIPING TO CONFORM WITH CITY STANDARDS.
TRANSFORMER ° ° 13 I I
E a co LOCATION l y,�," ' " ° 11 KW Ten Mill 16, PROPOSED ACCESSIBLE ROUTE FROM PUBLIC ROW.
co Andrew J. & Sheana M. Randal '4 °° I ; 15.50' 0 1
LL
° ° co ° 320 S. Ten Mile Road ° 21 9 2 I - 1 2940 W. Cob< 17 PROPOSED BOLLARD. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION.
c o / 'y"24 y" y . 8 R8483010020 ° ° ° 7 w l 26' 19' 19' 26' 19' 26' " y . , y co j 18. PROPOSED LANDSCAPING AREA; REFER TO PRELIMINARY LANDSCAPE PLANS FOR ADDITIONAL NAB
D 1 . ' . ' J Sao F
r J � �+ y _ d° ( ) ° ° 00 I " .. , a 1 INFORMATION, TYPICAL. N
J
a ," ' . R 21 O i 16 "." 19. PROPOSED CONCRETE ISLAND, TYPICAL.
" ° "
c °CD
° PROPOSED GAS METER I ° o " 11 ." U I a O 104
"I ' 1 20. PROPOSED SAWCUT LIMITS, TYPICAL.
C = EXISTING TREE TO REMAIN .y.25 . 25 ° 25 °Ab. d LOCATION ° 18 10 M 1 1 , " "'ly. " ' c f
°+ TYP. ' y " " ' o' 21. LOCATION OF AWNING.
0
( ) ' 9 ° DUTCH BROS �" 19 ,. " 20 i s
a�i cLi IRRIGATION y ° ° �° ° ° ' U) 23 I' ," a 1 22. PROPOSED BICYCLE PARKING RACK. pF SOP
0 o II II 35'LU POC � i' COFFEE O 'dl d ° 18 " " 12 13 ' I 23. PROPOSED CURB & GUTTER. P.G P,
L 'i EXISTING CONCRETE SIDEWALKLa "I ' "� ° _ I ,° ° I '
v m TO REMAIN ` - M r . FIRE SERVICE 14 ° 5,825 SF MULTI L - tea- - ` - 23 co' yr18," " , ' - I 24. PROPOSED SITE LIGHTING.
o " CONNECTION ' " Spa Trav led
B 21 TENANT BUILDING. ° 23 ' 24 . ' .' ." "' '" "y Way
M . Y' " I ° 21 ° 25 ." i " .- y, , y .I . i 25. PROPOSED ON-SITE SIGNAGE, REFER TO SIGN PLANS FOR ADDITIONAL INFORMATION. o 0
c ° M ," 'j PROPOSED ELECTRICAL ° 9 ' 24 "y ' ° 'y 18"" ' " ' ," " 'yl " ," ti I 26. PROPOSED CMU SCREEN WALL WITH STONE VENEER. o o N
Z . " METER ° ° ° ° y 18 " . I " ' . ," 'I" u " ° z
23
0 21
ub'
o .. . ° 14 7 ' .' ' .' 1 c14
c � . 24
E .° A " . " - - 17 12 12 N 6 1 N
` C Unknown Vault �5�8 ' . , y ' . " 26 amn�ca am�cc3 c" 2 " ' . " I Q ¢ Q a
a� No Record ' . POWER POC TO ' . J . . = N
t1-1
� ' " . EXISTING STUB 15 , " " " . 1 " o I i .o v
" 'r• 18 y' . .-1 y" I Irrig MH Rim 2580.13' Y > o
o
574.11' .G1 i0 L p. O
a� EXISTING TREE TO REMAIN �90 ' ' "18 " _ " y " " " " " w 12"IInv22574 23' N CL
c (TYP.) Q :6'�+ " " .y -" -" IMP"y . " r' =EyLO- - ,� - y y y yl y " Q I o o (� a o
U u' ' ' ' �' - ' . ' EXISTING WATER ' ' . . . '�. . - - U
I� , , I ACHD Per
19
c0 �2���-� yAss,��e' y' � " ' - . - - " ' .-.- - =I� � - "�METER� - - y"arm "ter- y- �"- - - - � � - --r"- •-.� - - �y� �n 1 Perinst. IN
1/ m �, y T y o I a (Appurter
p _v1 w i 6 yy o shown as
O
.° - - - - - IR-P - - - - - M&R1) Bed 1 C
a� c VP -145.98 PLS7880 -� 92.07'( TRENCH ,101NT --=s° So- - :- w •
C 0 PLS7880 �CO (M&R1) o , II �_ e- �/� I i40
n N89 58 4 W 238.05 -(M&R1) o SD S&G Trap 2580.60' C2 `� IR-P 7
e° d Site Benchma� z S 12"Inv 2575.62' Q) +.+ M
U t See General I`5 r rn GAS POC TO 1 2 oo W 18"Inv 2574.95' � t
® Point#109 c D ? = EXISTING CONCRETE SDI w I 'S79.55' •- g
vi K z -I EXISTING MAINLINE SIDEWALK TO REMAIN N co; SD MH Rim 2580.34' Site Benchmark i J
e �` Z o z I ¢ 576.09'f y See General Notes#9 M
'rn D i � EXISTING PUMP N N� W 12"Inv 2575.81' Point#301
°' > cN-� o � Y SANITARY SEWER POC w o'576.09' N 12' Inv 2575.71'
a� z ,�, TO EXISTING STUB w 576.17'
STATION OVERFLOW N J Z I W
C
_ D °° D _ _ _ _ _ _ _ _ _ _ LEGEND ; o
y m % � W LINE W W W N
V W PLS7880 O N O D m n =z Q 60 N r7
c �v m 00 m o J SS"P Rim 2580.86' 3 � N
E 8"PVC Inv 2565.58'
a oz 00m m0 ss SS BUILDING LINE / / / / / / / / / Q �q
° SS MH Rim 2581.04' rn O z m SS � W 8"PVC Inv 2565.74' N
t► 00 a -1 a a N SS MH Rim 2579.91' r N
E 8"PVC Inv 2563.84' C� Oo �? C: - SS SS CD
O '0 W s" PVC Inv 2563.58' -N 2 SS m I z E 8"PVC Inv 2565.01' _� ss EXISTING CURB TO REMAIN _ I� �; N
p C ss SS O O W 8" PVC Inv 2564.83' I M O N N
° ACHI PROPOSED CURB m U 00 Y
rn ss R/W R/W R/W R/W sho%(Ap
.o o No cap R shov PROPOSED LANDSCAPING
F.
° L- - - ---W=�
to
°
00
o La 11 �� .> •.,.,.,•..•..,.y
v ui Kennedy Lateral EXISTING LANDSCAPING Y` O
i r.i i i i i i i i i i r,i i i i i N
_ 19 L,q•.,•.u•.u•.uq,q•.,•.J i
�� Pressu Irrig Box Top 2580.55'o O -
vj C Irrigation Bottom 2575.55' 19 ' Ri V y PROPOSED ASPHALT E
0 ; Brighton Corp Pad
m
_ S. Ten Mile Road / CD
.° / 1-1
F ° ° d a N CAI r J o
rA IL 0 PROPOSED CONCRETE L ° - - -° J LL
z O 0 i
c tCD
PRELIM11 . IFORCONSTRUCTION cy N N CL o 0
L ° IL N
H
0 Know Call
before
ore you DUTCH BROS. COFFEE - ID0802 - MERIDIAN, ID
ui p Call before you dig.Dial 811 N
r.
LARGE VEHICLE TURNING EXHIBIT
.21
PROJECT DATA
rn o H
2 o MULTI-TENANT BUILDING = 5,825 SO. FT. m Q
'� ° : •:eiena s wuawiamu °nw Q
LOT 1 SIZE = 33,043 SO. FT. (0.76 AC)
' W Snyder gr O
c LOT 2 SIZE = 32,467 SO. FT. (0.75 AC) }, Td° W
o ,
SETBACKS ° n }
r
z ° W
° a; - FRONT: NONE _ .f W
_ � E d Z_ J FE
� "� - SIDE: NONE � !_
U L O 101
0 20 40 ,y W Franklin Rd W Franklin Rd 2 Q
REAR: NONE anklln Rd �
00
o TRASH ENCLOSURE = 40'x12' Z
d y rr°rxll. Crcer -
SCALE: 1"=20' PROPOSED REGULAR PARKING = 33 N M W Q
x H PROPOSED ADA PARKING = 2
2 ; TOTAL PARKING = 35 �
o BICYCLE STALLS Krnnedy grer of W O
° C REQUIRED = 1
PROVIDED = 4
V wal;mar.: W -
o 2 QUEUING = 27 SRE LOCA nON W Z C
h1 o� Z w>
v C a O Q
c W
°
W
0
.0 ° I I Q Z
Vl N
I I _ W Owe rlana Rd
o
1 la VICINITY MAP
r4)
a I Ten Mile Flats, LLC
— 0 260 S. Ten Mile Road
° a R8483010050 i i P
\ (D2) Ten Mile Crossing, Inc I 1
U co 270 S. Ten Mile Road I 1
o ( \ EASEMENT TO BE VACATED I R8483010040 1 25.50' I 25.50' 1
0) Lill`
BY OTHERS (D3)oLL11
O Trash Enclosure Corners4.3'Northerly of Boundary 5o I I 1 DECLARATION AND GRANT I S89°26'50"E 43.77' ' M&R1 1 OF EASEMENT I O" " y y y y y y " y y y " S89° 26' S0"E 357.63 ( ) I INSTRUMENT NO. 2019-021638 22. 18
° PLS7880 I " " " " , " • " , " "18�'.21' " , " "
► �' I , ' o'`s ' y " " ' " ' " " ' ' " ' " ' " ' ' ' " ' " "" " ' ' ." -" " ' .y ' ' - " ' ' .+ " ' • .y ' ' .y ' ' •y ." ' ' •� " ' " -" ,y "17 ,42' - "y " ' " "" ' y " " ' " " ' ' "" ' " " ' - PLs7880
yI I 1 y '1. " " y ' y " 1•
a I I "� I _ PIJp2 °
C) I I Cuslom —
C y I I r I I
�' I 1 °� �; I PROPOSED PICKUP N ° ° I "
I I TRUCK ROUTE ° ° I' °L6
a� N
(�C)
•.�° o PUBLIC RIGHTS_p_ I ► " _ s � � ° I - y ^ � I
UIST WAY I I PCusstom2 ° °
u RUMENT NO. 201 EASEMENT ► I — — e
c �e 6-116326
0 0 I d 0 1 Woe to
LJ
t r � 1 ° °
U
U `� ' y f1 a 3a 16 14.67
E�
a a ' °f " ' ' - ' 1 CO PROPOSED
o U a ' I ° ,_ o l� "" y y DRIVEWAY
M �' 20 PICKUP TRUCK 0
.o >` CO I� "" ° ° a °
'o t A IQ LANDSCAPE "' " ° ° 19 I w J. and Shean " I I
4; - BUFFER 29 0 " I ►+-I I
° U N 0 , " " a° y " I 330 S. Ten Mile Roa I I a 1
c °= I '" "" " • R8483010030 IC:)
o I
o '
E a ch I 1 ° e I I
,� , �y" " , ° (D 1) � KW Ten Mill
r c co "" Andrew J. & Sheana M. Randal a °° ® 2 i $; 15.50' 2940 W. Cob< LL
o 00 , " ° 320 S. Ten Mile Road
.6 `o 00 ," " ' y ° R848��0020 00 26' 19' 19' 26' 19' 26' " " y ," y, y " N I S�ONAL F
° °
00
a� a
c
.0 O �' y ,y "" ' CD
Zi° a , ON101ins iviol a ° y , ," i . 0 1 O 104�J
co
M `
0 1
t ' y "" "" DUTCH BROS ° " "
a) u " •" L ° ° " U) " I OF
" yy " III " " " q 0
0 o a� w ' " , non COFFEE ° a ° I 1 G P.G R�
" `` - " " . "� sub ° F
5,825 SF MULTI— °
m � Ch r "
° 3 I
M • y' ,- ato TENANT BUILDING. ° ° ° ° yy y" " y ." �, y " o Trav led way I
NT 0 L4 10. 1 76 0
N Z 'y " y " ." ° ° o , I " " y y" 'I�' ", CY 1 to .O ; Z
o v O N
E c Unknown Vault �5�8 ' " • , y"yl y' " �rrruca � N N o
o No Record 80 , " A ,
yy o I I v .O 'C Cn
o 01 ' , , � " , " , O I Irrig MH Rim 2580.13' c Y > o
o a)
N L p O
o �e Sl9Oy . y " W12"IInv2257423' rn Q a
o � , , " o o U a o
Od 9�, �. •A ,' " ° , • . , I R .y . y I "y ." ACH D Per
.0 0 /� v 0,06� m — — - - ' y-.— — - - — te r — — ram.—"—• — .0 0, •, r — y- �y=o — - - — � � — — •-,�� — _ y =� 1 Per Inst. IN
E %� R1 °' o ry I i (Appurter V E
° H / / W W —���2.07'(M&
N shown as
- - - - -
— — - - - — — — — — — — — — — — — — — — — — — — - -" C P 145.98' IR-P P PL87880 ) Seepage Bed S° sn , � �R1
Z CO (M&R1) • P 40
PLS7880 4 N89° 58' 241W 238.05'-(M&R1) o SD S&G Trap 2580.60' C2 `� IR-P 7
O d Site Benchma� C z S 12"Inv 2575.62' Q� 4-J M
U t See General I`5 r rn s o W 18"Inv 2574.95' � t
® Point#109 K z L � SD I N 1 0579.55' ° •� I g
c r''o Z 1 ¢ O'576.09' SD MH Rim 2580.34' Site Benchmark � i J
z CN'� O Y w O'S76.09' y N 12" Inv 2575.71' i See General Notes#9 M
"� Z > N "' 0 w N'S76.17' W 12"Inv 2575.81' Point#301 IW
d Om O o - (Vi- C; i N
y m O0 rn < cn W W �z W W LEGEND � M
> V W PLS7880 O N O D — — - j~ — — — O
.0 N V rn w to m V LLJ _ SS MH Rim 2580.86' 3 •— 0) N N
z — 1A CO N
v
"N to z m v m ss SS E 8"PVC Inv 2565.58' BUILDING LINE / / / / / / / / / Q
° SS MH Rim 2581.04' O Z m SS O � W 8"PVC Inv 2565.74' 3 N �
t► 4 a -a a a N SS MH Rim 2579.91' r N
E 8"PVC Inv 2563.84' 0 Oo Lq _ - SS � � SS
W s" PVC Inv 2563.58' U1 N SS m I E 8"PVC Inv 2565.01' _� EXISTING CURB TO REMAIN _ � a-± N
ui ' CD
a o co I 3 ? ss c�
p c 55 SS a W 8" PVC Inv 2564.83' O N C
o
' ACHI PROPOSED CURB m U � Y
.o oH ss R/W R/W R/W R/W (App F. W W W . W . W W ` . W W 1
No cap R shov PROPOSED LANDSCAPING
to °' Cn
0
00
v ui Kennedy Lateral EXISTING LANDSCAPING Y` O
i r.i i i i i i i i i i r,i i i i i N
_ 19 L,q•.,•.u•.u•.uq,q•.,•.J i
�� Pressu Irrig Box Top 2580.55' 11 — — — — —o O —
vi C Irrigation Bottom 2575.55' 19 ' Ri V y PROPOSED ASPHALT P
0 ; Brighton Corp Pad
m
_ S. Ten Mile Road / CD
.°� / 1-1
F ° � ° d a � N N r J o
IL 0
PROPOSED CONCRETE L o — — —° J z O W i
c tAn
a PRELIMI 'lk . IFCONSTRUCTION 0 N N 0 N 0 CN
.Co 4 N
H
0 Know Call
before
ore you DUTCH BROS. COFFEE - ID0802 - MERIDIAN, ID
Wi p Call before you dig.Dial 811
r.
FIRE ACCESS EXHIBIT
U; 9
C_
0
'; : r.iena sr wuawiamu °nwy WSn der gr
C O 0
I } Tdd wm.i I—
U Ln I "G (0,^
`
W >
2 J E d ! cr (0
U
O = anklln Rd W Franklin Rd W Franklin Rd x
V) W 2 Q /�M♦y W
L
v Z
� W
/�/
C � I,J� I A' � rcn rx lle Crse, c � J
G I�1 a n
� ; ' W ~ m z
O C U I I I Krnnndy Cyrc r^ O
w�. —
0
o� U
wal;mar.. W —
SITE LOCATION W Z Q W
v CL U I I I Z L
verB=n n. O
C �r
C � i sa I-Ka V
I I
Eo
W
N N I I Z
0 r I I I
a VICINITY MAP
o N.T.S
CL I I 20' I
o a eEX FIRE LANE
o I PROJECT DATA
o t I Ten Mile Flats, LLC I
ro I 260 S. Ten Mile Road I I MULTI-TENANT BUILDING = 5,825 SQ. FT.
�. ` R8483010050 I I LOT 1 SIZE = 33,043 SO. FT. (0.76 AC) Po
o v \ (D2) Ten Mile Crossing, Inc I I LOT 2 SIZE = 32,467 SO. FT. (0.75 AC) O °o
o M I 270 S. Ten Mile Road I III III I SETBACKS
.� � � � EASEMENT TO BE VACATED 11 _____T I
R8483010040 I 25.50 5.50' I - FRONT: NONE
c i BY OTHERS (D3) I - SIDE: NONE
a \\ I \ I I - REAR: NONE
C IN i Trash Enclosure Corners I-94
I Q
.
Boundaryof I I TRASH ENCLOSURE = 40'x 12'
'5 DECLARATION
S89°26'50"E 43.77' I S T89 2650E 357.63 (M&R1)
PROPOSED REGULAR PARKING = 33
c v PLs7s80 + " ' + ' ' + ' " - . " + + " + + I INSTRJillUMENT N0. 2019-021638 PROPOSED ADA PARKING = 2
. " '181.21+ . ' + . ' • " " ' + " " ' • . " ' " +" " ' + +y " ' " +" :C6 ' ' .y " ' + " ' ' " ." " ' " ." " ' • ." " ' "" ." " ' +y "" " ' • "' '17 ;4%" ' ' ' " "' ' • . "' ' • " " ' . " ' ' " : ' • _
c�
TOTAL PARKING 35
c Al ' - �d + " " h ' BICYCLE STALLS
o REQUIRED = 1
o aEi ► ► a 'f'sr�, a ° W_ 1 ° IKXX
i PROVIDED = 4
m +y " I I O J a ° ° �I
CD
° �LJ >00
r ° �N 1 ' +� y QUEUING = 27
° I+
-= ► ► ° ° c�
o v► PUBLIC 12. I ► " s °1 _
INS EASE
► i ° '
.o c ENT N0. 2016-1 EMENT ► i " °
4 Sd
'° '
LJ
o c ' " °
E a I " °
1 I LL
sp " ' ° ' ' I
•� C 00 � � N I °
Ln N) LANDSCAPE "' ' ° ° w J. and Shean + �Qg I S\ONAL F
.0 J N p - BUFFER . " a ° " " 330 S. Ten Mile Roa ��
' '" "" y " ° R8483010030
I ° Q o I ate .
{ ° ° °
'o M "' + ° (D1) I KW Ten Mile, LL 104J
`'' ' Andrew J. & Sheana M. Randal a I 1 0 10 20 40
" ` `'r' ' "" ° 320 S. Ten Mile Road ° ® 2 - 1 2940 W. Cobalt DI
M 1 " ° s o
c c C:) +" ' " R8483010020 ° ° ° " " U SCALE: 1"=20' OF
FIRE TRUCK OUTSIDE IV P,GRv
a rn / / a (D1) ° RADIUS ROUTE (TYP) . I"
li ° `L I
��
v m Uj '+ ," " ,+ ' °
Q a r / 1+ °
co
"• y" Ek a ° ON/07/n87b'101 a° y "'�.y i I 1 O
p d _4's ZBe`S ' y
o CO N u \
° ° DUTCH BROS ° ° ° _FIRE TRUCK INSIDE TURNING i I U " z
III "' " RADIUS ROUTE (TYP) 1 �' _
W + ' " knownLU COFFEE ° o '
_ , " "' . "� stub ° ° 5,825 SF MULTI— ° ° ' ' • '
°°
C I "'lY. " d o N
0 6 "" ° TENANT BUILDING. ° °co
> = N
Z 1, + " ° " f " " L 1 vim, o a�i a u'
3 4 4 " W t a 0
o ' ' U Q 0
_ I � " ,
H Unknown Vault `s��6 1 ' ' ' , +'""+ " am�na airuco ��� g �sr&• + y' "" + y j + I
(V
o O
C CD No Record o + " + N k,..i
4: 2 "' " " c` " ," "' "j ' + I Irrig MH Rim 2580.13' (A �
C �e Qt9o. ' " ' + ' " N 12" Inv 2574.11' 1N
4 ' " Y y � ' ' ' " ' " " ' "�' f'• 20' I W 12"Inv 2574.23'
'r 0
tc, u'9 ' " " Y �—_ IR."p• - + - +--� + " , . . - 'C�+� T' — — y EX FIRE Lq 1
�,��' vv "A '_• + + �+ + . IFt ' + + •y + + +yrl '+ ' + + + + I + +I NE ACHD Permaner � I w
S ( °' - - - - �-.- - - - - - " i--'='� - a. "� r - �- �Y=o +- - - - r - ,-"= °-+e"y- " I Per Inst. No.201 LEGEND
pi y 'Q1/ b = - ' (Appurtenant Ez c�
� •� " J w " W � `" + shown as reque!
u �- m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W
4) o J z W P —145.98'� IR-P P PLS7880 N 92.07' (M&R1) Seepage B: so S° - - 1 ^/Vv I BUILDING LINE �
. �� (M&R1) N890 58' 24"W 238.06NIVI&R1) rn — — — IIR�-P (A .0 Q op N
C U) PLS7880 z C n C) SD S&G Trap 2580.60' C2 EXISTING CURB TO REMAIN 3 N N
Site Benchmaro z S 12"Inv 2575.62' Q N
.N See General �� m W W 18"Inv 2574.95' (V l4
v ® Point#109 c � o z = o PROPOSED CURB
K z -l N S° Site Benchmark <\ o
In —1 SDI c'r I 1579.55' r N
U .a m o I Q tO�576.09' SD MH Rim 2580.34'
p z v) `�' z 0 W 1 See General Notes#9 z z z -� Ln a-7 N N
O+ _z n O v Oi576.09' N 12" Inv 2575.71' 1 W W W W W W `� i \
p c D I V)CN W 12"Inv 2575.81' Point#301 PROPOSED LANDSCAPING M 0 N
z 3 W -576.17' W W W W W J CO N N
O O m �p D O i `— — — — — — = J r r\j
O U _ m �� v� W W N 7j z W W m V Y
ND — — — — P — — — _
U SS MH Rim 2580.86'
O PLS7880 O — �r.;� azazaz;�.h;��
a v W cn to a Q z _ �
•V O V fTl N b W I r,ir.iiiaiaiar.ir.iii�
N o v 0-' °' m r, o EXISTING LANDSCAPING ....... .:..h.h.h
y) OZ 00< m0 ss E8"PVCInv2565.58' LzzzzzazazzzzzzzzJ
Cn
O p SS MH Rim 2581.04' rn � p Z m SS O S W 8"PVC Inv 2565.74' I
t E 8"PVC Inv 2563.84' o 00 a � - SS a v) SS MH Rim T�79.91' SS c�i
o a W 8"PVC Inv 2563.58' Ln _N I SS o I Z E 8"PVC Inv 2565.01' � 5s o
C C SS SS � a W 8" PVC Inv 2564.83' ' PROPOSED ASPHALT CN
o O o ACHD Righi i
Vi .0 SS (Appurtena a
shown as rE ° a
W No Cap W RAW R/W R/W R/ PROPOSED CONCRETE I °
V 'C L G — — — — — — J
1 ' J
o 0 FIRE LANE (� T of N
U_
O :E PRELIMINARY NOT FOR CONSTRUCTION 1 a CD
O N O N O CD
.0 0 4 (V
t's
0 Know Call
be ore you DUTCH BROS. COFFEE - ID0802 - MERIDIAN ID
C111 before OU dig. PEDESTRIAN ACCESS DOOR,W/ HSS GATE POST
CORRUGATED METAL,PAINTED PER PLAN PAINT PER PLAN
.3 �VA� Dial 811
°
c
L
U U QO -°
c: Q
O
U U7 IN C) N
O QO � W
cf L
E
C Qw
inX
° O Q
° c PROVIDE SIMILAR LOCKING
5 TRASH ENCLOSURE SIDE ELEVATION MECHANISM TO MAIN GATE 4 TRASH ENCLOSURE SIDE ELEVATION W V 0
4__
0 �
0 E SCALE: 1/2" = 1'-0" SCALE: 112" = 1'-0" z Z W
a o
U
� L W OQ
6"DIA.HSS GATE POST 6"DIA. HSS GATE POST
3 3"X1/4"STEEL PLATES v
cn � FILL SOLID w/CONCRETE,
FILL SOLID w/CONCRETE, WELDED TO METAL DECK
EMBED 3-0"INTO CONC. FTG. EMBED 3-0"INTO CONC. FTG.
c
W/5/8"0 x 6"ANCHOR, CORRUGATED METAL W/5/8"DIA.x 6"ANCHOR, LUPAINT PER PLAN PAINT PER PLAN Z PAINTED PER PLAN
cn co
cl) L �
� L
CL
L C
O
oQ ------ --- --- a
o ° SOLID GROUT
ALL U, PER PLAN
CELLS 63
a —
c �
N
N
O L
O O N
O c
N
O P�
0 3
p ° • °D
O z _ T
N
-° __LLL I
O
N
E
o 3/4"PIPE CANE BOLT (D
SET INTO CONC.SLAB, "HOLD-OPEN"TABS LATCHRODSLCANEBOLT TRASH ENCLOSURE FRONT ELEVATION 0 0
12' DEEP 2 c
TRASH ENCLOSURE SIDE ELEVATION
0) ° 3 4 SCALE: 112" = 1'-0'
° SCALE: 1/2" = 1'-0" A3.0 °-
CL
L I
P-16
C y YARD HYDRANT LOCATION,
a 40'0" PROVIDE 3/4"WATER LINE,
a
cn E COORD.W/PLUMBING
m a
13'4" 13'4" 13'4" o
L
U O
+ - pI
7 L
0 �
.L XI
co
O OU N
NI
N
> 6"METAL BOLLARD CMU WALLS ' aoo
° FILLED W/CONC. 3O 3' 1"x 5'2"PEDESTRIAN;/ o
= ACCESS GATE, j
° 4'-2" 5'-4" r T-10" 5'-4" T-10" 5'-4" 4'-2" W/4"HSS POSTS, Np
FILLED W/ o
a o EMBED 36"CONC v
° a CONC. FTG. i 31
CONC.SLAB .)
c W/REINFORCEMENT, aD
O PER STRUCTURAL
c
L J o
a J RECYCLE BIN AREA - ~O DUMPSTER BY DUMPSTER BY o
Q p GARBAGE SERVICE O GARBAGE SERVICE O I
E cn U_ PROVIDER PROVIDER CL
CMU WALLS CL
a CMU WALLS a Q
O o - -C) co
co ® ® v
CMU WALLS a
N O 0 `� O O N O
T C
L co U)
co L N
co
7
o TRASH ENCLOSURE MATERIALS T
3 1 5 I
ID MATERIAL MANUFACTURER COLOR NOTES A3.0 A3.0
SPLIT FACE,8x16x8; N a N N
c CMU BLOCK WILLAMETTE-GRAYSTONE CHARCOAL o
8x8x8 AS NECESARY � to C ] NO
U 3 T77 o — o
L CMU CAP WILLAMETTE-GRAYSTONE CHARCOAL 12x16x2 0
E PT-2 PAINT SHERWIN-WILLIAMS GATES BODYH K GRAY, N
CMU WALLSBLDG > > = N
0 PT-3 PAINT SHERWIN-WILLIAMS FRAMES B&POSTSATE O C O Q
O
a a 3 a %
° 3 t t� U
0
o ° 12'-0'CLEAR 12'-0'CLEAR 12'-0"CLEAR o
o a o a a V C
0 '� C
° ° T f — V
C .L O O O''O
O ' i y�� �
I,
19T,
yf�
° �' 2 6 0 x 5 8 STEEL GATES, / i I PROVIDE METAL SLEEVES \ J
a
PROVIDE METAL SLEEVES O (2)6 0 x 5 8 STEEL GATES, ;'Y\ i, (2)6'-0"x 5'-8"STEEL GATES, o
\ IN CONC.APRON FOR li c
° IN CONC.APRON FOR I W/6" DIA. HSS GATE POST, W/6" DIA. HSS GATE POST, GATE CANE ANCHORS,TYP. j W/6" DIA. HSS GATEPOST,
t o
GATE CANE ANCHORS,TYP. I 1 FILLED W/CONC.; !% \ FILLED W/CONC.; FILLED W/CONC.; \ .� BOO Im 0
cf�° 1.
EMBED 36 INTO \ EMBED 36 INTO EMBED 36 INTO
CONC. FTG. / CONC. FTG. i �v A CONC. FTG. A r �
/ / % A W
N C)
C
U `� i \ � � Q � N o
bo / \ Qq
j \ % \ \ co °
O C % \ / \\ / \ \ C Ln
�- N
°i ° O
° / \ \ r C Ln
O ° / \ m V r Y
a�
� r
° Q ��
\ / N
O00
o ° PROVIDE METAL SLEEVES I
O
A3.0 IN CONC.APRON FOR
a
°- GATE CANE ANCHORS,TYP.
-0 vi HOLD OPEN AT 120° c�
° ° w
° ° V-6"TYP. V-6"TYP. O
� a a
O
a CONC.APRON SLAB CONC.APRON SLAB a N
m - W/REINFORCEMENT, W/REINFORCEMENT, oN
U co PER STRUCTURAL PER STRUCTURAL co _
c
o N
NOT FORCONSTRUCTION
Z 8 1
cmPRELIMINARY N I.! N
0 Know what's below. DUTCH BROS. COFFEE - ID0802 - MERIDIAN ID
p C111 before you dig.
3 �V�� Dia1811
0
c
rn
° I
o -0 Q
TRASH ENCLOSURE GENERAL NOTES: — — — — — — — — — CMU, PER PLAN Q
v W/SOLID GROUT
a AND REINFORCING
c 1. REFER TO STRUCTURAL FOR MASONRY, CONCRETE, (3) STEEL HINGE p
° c�i� STRUCTURAL STEEL AND REINFORCING STEEL FOR COLLARS W/GREASE FITTINGS, PER STRUCTURAL
L WELD TO GATE ANGLE FRAMING,
SPECIFICATIONS.
PRE-MANUFACTURED (3) STEEL HINGE COLLARS
METAL GATE HANDLES PAINT PER PLAN W/GREASE FITTINGS, W
° c (2) 6" DIA. PIPE GATE WELD TO GATE ANGLE FRAMING, J
o 2. PROVIDE LOCKING MECHANISM ON GATES AND PEDESTRIAN PAINT PER PLAN Q
� GATE POST FILL SOLID W/CONCRETE,
v EMBED 3'-0" INTO CONC. FTG.
6" DIA. HSS GATE POST,
PAINT PER PLAN
3. PROVIDE SITE LIGHTING AT TRASH ENCLOSURE. MIN. 5 FOOT FILL SOLID WITH CONCRETE, Z mj Q
3"x 2"x 1/4"STD. STEEL ANGLE,
: CANDLE. WELD ALL JOINTS&GRIND SMOOTH EMBED 2'-0" INTO CONC. FTG.
v 7/8"STEEL ROD
PAINT PER PLAN
SLIDE STOP TAB ALL JOINTS _ WELD ALL STD. STEEL ANGLE, m Z
X m 4. GATES TO BE BUILT WITH 3"x2"SQUARE STEEL TUBING WITH TS 3' x 2"x 1/4' STD STEEL,
v ALL JOINTS FULLY WELDED TOGETHER AND 1 CROSS WELD A NTS& JOINTS &GRIND SMOOTH, O Q 1 1/2 X 1/4 FLAT STOCK GRIND SMOOTH
v c MEMBER PER GATE. FRAME TO BE PRIMED AND PAINTED PER PAINT PER PLAN
° PLAN. LOCK TAB METAL SIDING TO U
MATCH BUILDING S WELD ALL JOINTS &GRIND SMOOTH,
oPAINT PER PLAN
o Uj
° METAL SIDING, cr Z
c
CANE BOLT PAINT PER PLAN W O Q
v "HOLD OPEN"TABS U
cn v
c a
0 W
� v
Z
W cn
t
v 0)
W 'L
� T
L
0 6 TRASH ENCLOSURE GATE LOCKING HANDLE 5 TRASH ENCLOSURE GATE JAMB DETAIL 4 TRASH ENCLOSURE GATE JAMB DETAIL
o SCALE: 1-112" = V-0" SCALE: 1-112" = V-0" SCALE: 1-112" = V-0"
o
(U 60
U
18 GA METAL
c +W DECK, PER PLAN o
v c
TS 3"x 2"x 1/4"STD STEEL, N
o WELD ALL JOINTS&GRIND SMOOTH N
o
3"x 2"x 1/4"STD. STEEL ANGLE e
WELD ALL JOINTS&GRIND SMOOTH
o
o -0 (3) STEEL HINGE COLLARS
W/GREASE FITTINGS WELD TO GATE 00 • C14
v ANGLE FRAMING, PAINT PER PLAN o
c ROUND CONCRETE TOP,
PAINT PER PLAN o'I
— v
)
°c 6"DIA PIPE GATE POST,
FILL SOLID WITH CONCRETE, c
L
PAINT PER PLAN
rn a�
c v
o CI
Q
U
3"X 1/4"STEEL PLATE
v WELDED TO METAL DECK HSS GATE POST PEDESTRIAN ACCESS DOOR,W/ a
0 W PAINT PER PLAN CORRUGATED METAL,PAINTED PER PLAN
m v 12
(3) STEEL HINGE COLLARS
o W/GREASE FITTING;WELD TO GATE IIU�
.°� ANGLE FRAMING, PAINT PER PLAN
o c CONCRETE CAPTS
a STD.NSTEEL FRAME;WELD ALL xl
PINT
0 JOINTS,GRIND SMOOTH STEELEDOOR N
6"DIA.STEEL (3) STEEL HINGE RETAIN SLEEVE ® N
v � I
PIPE FILLED WELDED TO STEEL GATE POST HSS GATE POST, o
v W - w/CONCRETE J PER PLAN o
v o PROVIDE 1/4"WEEP HOLES AT 24"O.C. o
o
1/2"EXPANSION JOINT p CONC. BLOCK WALLS, N
° L SLOPED PER PLAN, 0
C CONCRETE DUMPSTER PAD o
CONCRETE SOLID GROUT CELLS
c BASE N OVER GRAVEL,SLOPE TO DRAIN; C° w/REINFORCEMENT, CONC.CURB, I
v COORD.W STRUCTURAL 3
v COORD.W/STRUCTURAL PER PLAN a)
CONC.CURB FINISH GRADE,
v - ,�. . \\\\\\�\ PER CIVIL APRON SLAB, v�
J .1 r z \��\\\ ° a7.7PER STRUCT.
o G CONCRETE \\\\\\ I° \\�� FINISH GRADE Q
`PER FOOT
\ /
J OTING, M
FO \�(\\ \�\ Q
o �' REFER TO \\�\� C: 1 \\\ a d a a
n q STRUC. FOR a
c REINFORCEMENT a
� �\\ � \\�\` PEONC R STRUCTURAL ° ��� °
a 1-61' \\ \\, STEEL POST,
EMBED 36"
p INCREASE DEPTH WHERE \\��\ \\\'\\� PER PER IN CONC. vi
FROST DEPTH EXCEEDS 3' 0". STRUCTURAL STRUCTURAL I
x
COORD.W/STRUCTRUAL 11_6" o
a a FOR FROST DEPTH. "
O O N
N T
N O O
J = 00
O
•� L 0
a 4 BOLLARD DETAIL TRASH ENCLOSURE GATE JAMB DETAIL TRASH ENCLOSURE SECTION
0 3 2 N 3
o SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" o o
c .0
v c: o
0
c
o T o
0
0 �. V C 0
v
o
'W 2"THICK CMU CAP C
U) d c
c L {A
a�
C
CMU, PER PLAN, 4-1 t o
v
W/SOLID GROUT CELLS 0 o
c T AND REINFORCEMENT,
N
PER STRUCTURAL Q N
w
o 0 N
o of Q00N o
m : c
d c
� N
UI A
° _ L
v
o m 0 N L6 .�
FINISH GRADE m V r Y
aD c g
o NI
00
(1) o a a Q �� INCREASE WHERECD
v ° ° ,a ° ° , - FROST DEPTH
° a 'd CONC.SLAB, 4 d REQUIRES /
PER STRUCTURAL (REFER TO STRUC.
c: c L- J L- J L- J L- J L- -J L- -J FOR FROST DEPTH)
SEE SEE
Uj ° STRUCTURAL SEE STRUCTURAL a
j STRUCTURAL
m - L - - - J L - - - J L - - - J - - J L - - - J L - - - J (VO
N
c
0
N m
TRASH ENCLOSURE DETAIL EC
v 0 PRELIMINARY
N N Q SCALE: 1/2" = 1'-0" O N01