HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/3/2022WILLAMETTE VALLEY TEMPLE
INTERNATIONAL AND CORPORATE WAY
Tax Map: 17-03-15
Lot: 40
SCHEDULE OF DRAWINGS
LANDSCAPE
1-1.0
COVER SHEET
1-2.0
EXISTING CONDITIONS
1-3.0
SITE PLAN AND LAYOUT
L7.0
PLANTING PLAN
S(I 22 woIo � -P(L�
sl3� V,'-
CIVIL
C3.00 HORIZONTAL CONTROL PLAN
C3.01 PAVING PLAN
C3.02 PAVING PLAN
C4.00 OVERALL GRADING PLAN
C5.00 OVERALL STORM DRAINAGE PLAN
C6.00 OVERALL UTILITY PLAN
DESIGN TEAM MEMBERS
OWNER/DEVELOPER
THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS
50 EAST NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
PLANNER
THE SATRE GROUP
LAND USE PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS
375 WEST 4TH, SUITE 201
EUGENE, OREGON 97401
(541)686.4540
CONTACT: RICK SATRE
rick@satregroup.com
LANDSCAPE ARCHITECT
THE SATRE GROUP
LAND USE PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS
375 WEST 4TH, SUITE 201
EUGENE, OREGON 97401
(541)686-4540
CONTACT: JOHN ANDERSON
johna@satregroup.com
SURVEYOR
SSW ENGINEERS INC.
2350 OAKMONT WAY, SUITE 105
EUGENE, OREGON 97401
(541)485-8383
CONTACT: MIKE DAHRENS, PLS
miked@sswengineem.com
KPFF CONSULTING ENGINEERS
800 WILLAMETTE STREET, SUITE 400
EUGENE, OREGON 97401
(541)684.4902
CONTACT: MATT KEENON, PE
matt. keenan@kpff. com
ARCHITECT
HKSARCHITECTS
90 SOUTH 400 WEST, #110
SALT LAKE CITY, UTAH 84101
(801)384-7604
CONTACT: DAVID HENDERSON, AIA
dhenderson@hksinc.com
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
04-29-2022
02020 HKS, INC.
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
623 10TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 8411.1
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
INTERIM REVIEW ONLY
Thea. c..menta are incomplete, and
are.1.... d for interim review anly and
are not Intended for regulatory approval,
permit, or wnstruction purposes.
Architect:
Arch. Reg. No.:
Date:
FOIST
REVISION
NO. DESCRIPTION DATE
PROJECTNUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
SITE PLAN REVIEW
PRESUBMITTAL
SHEET TITLE
COVER SHEET
SHEET
NO.
LlX
2
, 1
EXIT
' PRI'
�1
/
h
HiS {,I
T,1 uAn i r`'
al
.>� r '2
i H acc II 1,G, 'a'1
.9e k
TAX LOT 200
,h
PARCEL 1 $
' LAND PARTITION LAT 93-P0421 >
OWNER : CITY OF SPRINGFIELD
GASP)'IALT .- `
SAM
Df;ivE
F` ,7T =$
NGS
- � v. 4f fi:Lr_r \p\ BASIS OF BEAR
�
c •-: -• �t�IV, c ,')R I., - -' I "NiI"1 PER FLAT OF LIBERTY PROFESSIONAL CENTER
,.,y./. I z l -b, R. - �� _ _ _ -
-- N 8726 OC E, 981.71 - - 619,,00'_. �� _-_•. e �"-� __!m- + '
36271' is -r/.. :;c ---,/r. _._. •. �r __---µ -_e =7.,
i
r„ /
1DA2 PUBLIC UTILITY, EASEMENT -' N ''''`•
Lr
x3"
s, 10.00 PUBLIC UTIu`Y"EASEMENT
a ) L 1 B E '1R T Y ! 1 v*
1. I
ITEM 11. VA p�' WIDTH PUBLI9 - -'"` -
Lp
. FSE:^,
I
GOBIEA:iU:ENT nuc vnutt
)
.. tk 1 11, f1r00 VU k
A0 TAX LOT 3200 �I �F
rt ='7. 14. a PUBIOLUr!un PARCEL
1 1 31 :iI I: M$1 -._ ..._ - --_ __ _- Y I - I :
+rio'EMENT LIBERTY PROFESSIONAL CENTER ) -L ' ? f I' "�
•; \ 73' NO SQUARE FEET as - II - - - - - - - ITEM B. 10.00' PUBIC UTI'_➢' EASEMENT r
(VACANT - NO BUILDINGS OBSERVED) o 1 iI IIS
L �+ ITEM 9. 17.00'
TAX LOT 3400 ENi PUBLIC UTILItt EA3EMS
11II
p ,
T -.. - ITEM 12 LOT 3
FLOOD
PARCEL 3
' I
/ ^ E 9U I? Do t o '" :. LIBERTY
SQUARE PEEi ENTER F OC -, ZCNf �L
: z. a. in PUI lA r unLb`( �) o l Lo AE
❑ N
E
e✓ f LU ---- - ' - ---t, - - - -- -- - - -- -- -- ---
VRId-53t N ,1 ', I'
W f451E L, n J 17 l00 `
a '. 1 i
i..c0 PRS 1Te ;_!
AGGE$`. L 2 I • s 8 B ITE:MOIM LIE A CESS -- - i'1
-'❑ BE
, EGENT Il
�q LAS Mr.N ,1- 1I 'moi%���
Q - ----- ----
"
J..._A N 891 E 379.08'
> __ �I � o N A I 1 1 1� P �:•
W 1 iTIIL.._. ;4 Z�L.F1.400 PlUl UTLTY
Ai�
i IT�'I
/ CABFMLn+If
I I
JI
❑ \ REMOVED, TYP. - - N 4.1R YY n
Ilo - - t 2
/ -_ - EASEMENTS IN RED - - . u's` .i m INT
1z. 3o.DD _ n 3. £ 1 III 4 o.
O F EJ S 0 N A L
k
PROPOSED TO BE ---us_ Aoa PRIVATE
F E56 EAS'
L !I
z _ I -
AP TER 1a PO PUBLIC NILfiY _ / TEM N
_ _ __ �L.� I_=
zI
- -l _ E45EME\ 14.00' PUBIC UTIIJN p"
tr S 59158,03" 614.99
= GRAVEL WEST OF CORPORATE - WASTEWATER LINE 1'"�` - P -
T j WAY TO BE REMOVED PROPOSED TO BE.RE OVED
- - - -- -
N M'284.50' i
}} -, O _ _ _ 1 I.. _. _ - . _ _ / _ 350 44'
I'� 1N WASTEWATER LINE ti yT- j, .A _. _ y ___ _..� -.__ . _ -._ 'a ss,._
6. -
4_-
I PROPOSED TO RE ^i -----
1, TAX LOT 330E - i'Sir MIr\
r
PARCEL 2 FL C N 426.30
� i LIGE R TY'PR.-0 F ES SIO�NAL 3 Ea
1 iO
I LOT PEM 11 4.00 PUBLIC
OA �
EXISTING BUILDING
CENTER 1EASEMENT
'
No
�
130.722 SQUARE FEET
O
�sq 5
�a a
(VACANT NO BUILDINGS OBSEX EO
b
J � I
j I A
ITEM 11 14.00 PUBLICUTILITY ..
rx;E,,SENr ,.. ..,. __ - M11 +�'E�
,.. " I. 5
E - t 3500 r :,.;s
_ LOT
A i ,. TAX UARCEL4 � �._ _ I o�z�
-" ��
❑ $: p� .:
LOT -4 W IPr 9. a0-�G
" ' LIBERTY ?ROFESSIONAL CENTER- > yl - f� w
cEM 7. 14.00' PUBLN^, UTILItt £�Y • 0 5 .. ti - g p - d
• EASEMENT _ - '--O (VACANT 60.730NO BUILDINGS OBSERVED) - - LOT .y '°( O
¢ : FULL LENGTH OF'SIDEWALK -- TAX LOT y3A0 c Q p
•,, 'n _ �,�"�I:^ e y.. L9ERTY PROFE"S,SiONAL CENTER Op N z
Y a
ALONG -INTERNATIONAL WAY TO \ N - . c 1 t(IC,, �gI�--"-
_._ Nlrv, W (cwNeR, zaD wTNATIGSAL wav, LLc)
L I. I.. a"
BE REMOVED ANDRE <- ❑EM 12. VARIaBLZ WIDTH a ' "''$�`0 ro - '� I� "` -- f (�o F k
' I' > ;
' PRIVATE uTIUN'Y-ASEMENT �` . \ ! . \rS/1.
. QQO 4O H T I p\ o ZOga q0
1 TREE TO BE REMOVED TYP . _ ! �. .- _- - K '.I f F
�.
'rv- 10.00, / �q C E N \1 E R 4F �i
_<
f P r h TREE TO REMAIN, TYP T s GF411,U A _ h
` "-. Be v' ITEM 12 5500' PIS E JOINT -USE
LIF,'• • ACCESS PRIVATr• TILItY AND \
. [ 23 1 4600 �_ ! /' 1 h J
R v 1 Q PRIVATE STOR461 EASEMENT
" L, ITEM 14 VARIABLE WIDTH / rl 4 it
EASEMENT FOR MULTI -USE P1 i9 ITEM 13 VARIABLE i4:DTH W
e1V N 44'47 2 W, 28.29' SIDEWA..rt .1ty. 1l e o /� FnCBEMEN. FOR MULU_USE 0 E.
I LCE( �' 513EWALK .ITEM 12 5.00' V% 30 .+Jry
/ n) 1LCE... 6*S fIt F.I - - - - - - !TEM 10.00' PUBLIC UTILIi1' PRIVATE UTILItt ASPHALT AT
"� I EM Y'a1000, BLIC TI'Jtt �� Li - - -- -BASEMENT ITEM i2. 5.00' PRIVATE STORMINATER
/ :L 1= 4V NI -._ ' "_ gi ---- G l I EAGENENT �' ,.I I�" BEMENT
IrM z 10.00' Puauc urlLPr
s� r III` (. Y EASE III FASEME
;C MENS.. N_- @9'46:57' 111. 97313
i -�
-�
f s"
I
+N
a ,
p k H { L
, 'EF
:I
IJ
BID
-
;
R�
a
I
"1 C
_
v _ ...n.
..
I
328.50'
�1
/
h
HiS {,I
T,1 uAn i r`'
al
.>� r '2
i H acc II 1,G, 'a'1
.9e k
TAX LOT 200
,h
PARCEL 1 $
' LAND PARTITION LAT 93-P0421 >
OWNER : CITY OF SPRINGFIELD
GASP)'IALT .- `
SAM
Df;ivE
F` ,7T =$
NGS
- � v. 4f fi:Lr_r \p\ BASIS OF BEAR
�
c •-: -• �t�IV, c ,')R I., - -' I "NiI"1 PER FLAT OF LIBERTY PROFESSIONAL CENTER
,.,y./. I z l -b, R. - �� _ _ _ -
-- N 8726 OC E, 981.71 - - 619,,00'_. �� _-_•. e �"-� __!m- + '
36271' is -r/.. :;c ---,/r. _._. •. �r __---µ -_e =7.,
i
r„ /
1DA2 PUBLIC UTILITY, EASEMENT -' N ''''`•
Lr
x3"
s, 10.00 PUBLIC UTIu`Y"EASEMENT
a ) L 1 B E '1R T Y ! 1 v*
1. I
ITEM 11. VA p�' WIDTH PUBLI9 - -'"` -
Lp
. FSE:^,
I
GOBIEA:iU:ENT nuc vnutt
)
.. tk 1 11, f1r00 VU k
A0 TAX LOT 3200 �I �F
rt ='7. 14. a PUBIOLUr!un PARCEL
1 1 31 :iI I: M$1 -._ ..._ - --_ __ _- Y I - I :
+rio'EMENT LIBERTY PROFESSIONAL CENTER ) -L ' ? f I' "�
•; \ 73' NO SQUARE FEET as - II - - - - - - - ITEM B. 10.00' PUBIC UTI'_➢' EASEMENT r
(VACANT - NO BUILDINGS OBSERVED) o 1 iI IIS
L �+ ITEM 9. 17.00'
TAX LOT 3400 ENi PUBLIC UTILItt EA3EMS
11II
p ,
T -.. - ITEM 12 LOT 3
FLOOD
PARCEL 3
' I
/ ^ E 9U I? Do t o '" :. LIBERTY
SQUARE PEEi ENTER F OC -, ZCNf �L
: z. a. in PUI lA r unLb`( �) o l Lo AE
❑ N
E
e✓ f LU ---- - ' - ---t, - - - -- -- - - -- -- -- ---
VRId-53t N ,1 ', I'
W f451E L, n J 17 l00 `
a '. 1 i
i..c0 PRS 1Te ;_!
AGGE$`. L 2 I • s 8 B ITE:MOIM LIE A CESS -- - i'1
-'❑ BE
, EGENT Il
�q LAS Mr.N ,1- 1I 'moi%���
Q - ----- ----
"
J..._A N 891 E 379.08'
> __ �I � o N A I 1 1 1� P �:•
W 1 iTIIL.._. ;4 Z�L.F1.400 PlUl UTLTY
Ai�
i IT�'I
/ CABFMLn+If
I I
JI
❑ \ REMOVED, TYP. - - N 4.1R YY n
Ilo - - t 2
/ -_ - EASEMENTS IN RED - - . u's` .i m INT
1z. 3o.DD _ n 3. £ 1 III 4 o.
O F EJ S 0 N A L
k
PROPOSED TO BE ---us_ Aoa PRIVATE
F E56 EAS'
L !I
z _ I -
AP TER 1a PO PUBLIC NILfiY _ / TEM N
_ _ __ �L.� I_=
zI
- -l _ E45EME\ 14.00' PUBIC UTIIJN p"
tr S 59158,03" 614.99
= GRAVEL WEST OF CORPORATE - WASTEWATER LINE 1'"�` - P -
T j WAY TO BE REMOVED PROPOSED TO BE.RE OVED
- - - -- -
N M'284.50' i
}} -, O _ _ _ 1 I.. _. _ - . _ _ / _ 350 44'
I'� 1N WASTEWATER LINE ti yT- j, .A _. _ y ___ _..� -.__ . _ -._ 'a ss,._
6. -
4_-
I PROPOSED TO RE ^i -----
1, TAX LOT 330E - i'Sir MIr\
r
PARCEL 2 FL C N 426.30
� i LIGE R TY'PR.-0 F ES SIO�NAL 3 Ea
1 iO
I LOT PEM 11 4.00 PUBLIC
OA �
EXISTING BUILDING
CENTER 1EASEMENT
'
No
�
130.722 SQUARE FEET
O
�sq 5
�a a
(VACANT NO BUILDINGS OBSEX EO
b
J � I
j I A
ITEM 11 14.00 PUBLICUTILITY ..
rx;E,,SENr ,.. ..,. __ - M11 +�'E�
,.. " I. 5
E - t 3500 r :,.;s
_ LOT
A i ,. TAX UARCEL4 � �._ _ I o�z�
-" ��
❑ $: p� .:
LOT -4 W IPr 9. a0-�G
" ' LIBERTY ?ROFESSIONAL CENTER- > yl - f� w
cEM 7. 14.00' PUBLN^, UTILItt £�Y • 0 5 .. ti - g p - d
• EASEMENT _ - '--O (VACANT 60.730NO BUILDINGS OBSERVED) - - LOT .y '°( O
¢ : FULL LENGTH OF'SIDEWALK -- TAX LOT y3A0 c Q p
•,, 'n _ �,�"�I:^ e y.. L9ERTY PROFE"S,SiONAL CENTER Op N z
Y a
ALONG -INTERNATIONAL WAY TO \ N - . c 1 t(IC,, �gI�--"-
_._ Nlrv, W (cwNeR, zaD wTNATIGSAL wav, LLc)
L I. I.. a"
BE REMOVED ANDRE <- ❑EM 12. VARIaBLZ WIDTH a ' "''$�`0 ro - '� I� "` -- f (�o F k
' I' > ;
' PRIVATE uTIUN'Y-ASEMENT �` . \ ! . \rS/1.
. QQO 4O H T I p\ o ZOga q0
1 TREE TO BE REMOVED TYP . _ ! �. .- _- - K '.I f F
�.
'rv- 10.00, / �q C E N \1 E R 4F �i
_<
f P r h TREE TO REMAIN, TYP T s GF411,U A _ h
` "-. Be v' ITEM 12 5500' PIS E JOINT -USE
LIF,'• • ACCESS PRIVATr• TILItY AND \
. [ 23 1 4600 �_ ! /' 1 h J
R v 1 Q PRIVATE STOR461 EASEMENT
" L, ITEM 14 VARIABLE WIDTH / rl 4 it
EASEMENT FOR MULTI -USE P1 i9 ITEM 13 VARIABLE i4:DTH W
e1V N 44'47 2 W, 28.29' SIDEWA..rt .1ty. 1l e o /� FnCBEMEN. FOR MULU_USE 0 E.
I LCE( �' 513EWALK .ITEM 12 5.00' V% 30 .+Jry
/ n) 1LCE... 6*S fIt F.I - - - - - - !TEM 10.00' PUBLIC UTILIi1' PRIVATE UTILItt ASPHALT AT
"� I EM Y'a1000, BLIC TI'Jtt �� Li - - -- -BASEMENT ITEM i2. 5.00' PRIVATE STORMINATER
/ :L 1= 4V NI -._ ' "_ gi ---- G l I EAGENENT �' ,.I I�" BEMENT
IrM z 10.00' Puauc urlLPr
s� r III` (. Y EASE III FASEME
;C MENS.. N_- @9'46:57' 111. 97313
i -�
-�
+N
c}{ tz N
p k H { L
, 'EF
:I
IJ
BID
YN'�M££hl
R�
a
r,k
"1 C
v _ ...n.
..
77
328.50'
.}?�7'.
��H��A+
�
'�tl'" i' A''��Rs+skf z uAy' v i s`J"'#` 9 fl Nva r,1 '-$ �'i,4,-.N �.
d✓°`S:
»J.a:p A'£h R'.Ni` YY P4y� ,+ ^`4i y ^arey,.vn asxck•, yyp.l^4� ;Z `^nen :'max ,.... ..
_h�
�,,."' v"y,��eY,"Ji`rn3
A Fy
.,y
"�s
'cL•k+s r,?'d ��I#; `"`,•fit' "ra(r.,az,�''"rm::''R' µ r,^�i3� �3t*r` ari�$,,4.,, 'r .,. ..
gg' ........
P
SUBJECT SITE SCALE N.T.S.
WELLHEAD PROTECTION AREAS MAP
Na9a652w
"
'n, '- A
NT
�Nd
-
R NA'T1 J
SAL
SWAY
.a _-
o, _o-1
.- .,
r ..,, ,:: Su
y _.
V., er- �I{ VrA tN.•
t Mfi
AJ
-
a
IFI IAtILI
1�N MNt<"A-F
y,
tC
i
.� W
15`' -
II
.rv'N-:_-"�Il
SOILS ON SITE ARE
1. CHEHALIS SILTY CLAY LOAM, OCCASIONALLY FLOODED
m
2. NEWBERG FINE SANDY LOAM
BAViNG W@'H VARIgs _ _
^
4. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY SSW ENGINEERS INC., 2350 OAKMONT WAY, SUITE
e - -
I;T`iE R'N`A T O
_
2
i_ I
d VAN "117 1
y.
AND WHAT IS BEING REMOVED
7. THIS SHEET PROVIDES THE 100 -YEAR FLOODPLAIN AND FLOODWAY BOUNDARIES ON THE SITE AS SPECIFIED IN
/
J
L
PF, 4
8. THIS SHEET PROVIDES TIME OF TRAVEL ZONES, AS SPECIFIED IN SDC 3.3.200 AND DELINEATED ON THE
WELLHEAD PROTECTION AREAS MAP ON FILE IN THE DEVELOPMENT SERVICES DEPARTMENT. ZONES AS
r ! .a 1
Q
1 56
4.5 FEET ABOVE THE GROUND (STANDS OF MORE THAN FIVE TREES MAY BE SHOWN AS A CLUSTER WITH MIX OF
FQ 1". IE
LOCATION OF ALL TREES 5" OR LARGER. SITE CONTAINS NO RIPARIAN AREAS, WETLANDS, OR ROCK
-`
_4 _ :. 42.37
F'
LEGEND
c}{ tz N
p k H { L
, 'EF
{^(i�`°.
YN'�M££hl
a
11r=
"1 C
v _ ...n.
..
gv� {f. a'"n. r
•�C)D ZONEX '�: -< ...
328.50'
.}?�7'.
��H��A+
�
'�tl'" i' A''��Rs+skf z uAy' v i s`J"'#` 9 fl Nva r,1 '-$ �'i,4,-.N �.
d✓°`S:
»J.a:p A'£h R'.Ni` YY P4y� ,+ ^`4i y ^arey,.vn asxck•, yyp.l^4� ;Z `^nen :'max ,.... ..
_h�
�,,."' v"y,��eY,"Ji`rn3
A Fy
.,y
"�s
'cL•k+s r,?'d ��I#; `"`,•fit' "ra(r.,az,�''"rm::''R' µ r,^�i3� �3t*r` ari�$,,4.,, 'r .,. ..
gg' ........
P
SUBJECT SITE SCALE N.T.S.
WELLHEAD PROTECTION AREAS MAP
Na9a652w
"
'n, '- A
NT
�Nd
-
R NA'T1 J
SAL
SWAY
.a _-
o, _o-1
.- .,
r ..,, ,:: Su
y _.
V., er- �I{ VrA tN.•
t Mfi
AJ
-
a
°r"L J ".ak'' `°'
;,,P>, .'�.& `1' Nt<F�mt, xw kw ^"•»1* Ps''`d' .`.�-% ,,. .....
-.=v... rS � P� >a r,My"„R"_"
tC
-•,1
15`' -
b
.rv'N-:_-"�Il
SOILS ON SITE ARE
1. CHEHALIS SILTY CLAY LOAM, OCCASIONALLY FLOODED
2. NEWBERG FINE SANDY LOAM
BAViNG W@'H VARIgs _ _
^
4. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY SSW ENGINEERS INC., 2350 OAKMONT WAY, SUITE
e - -
I;T`iE R'N`A T O
N A L
W A Y
i_ I
\`
BUILDINGS, CURB CUTS TREES AND IMPERVIOUS SURFACE AREAS CLEARLY INDICATING WHAT IS REMAINING
AND WHAT IS BEING REMOVED
7. THIS SHEET PROVIDES THE 100 -YEAR FLOODPLAIN AND FLOODWAY BOUNDARIES ON THE SITE AS SPECIFIED IN
/
REVISION. BOUNDARIES AS NOTED ON PLAN.
8. THIS SHEET PROVIDES TIME OF TRAVEL ZONES, AS SPECIFIED IN SDC 3.3.200 AND DELINEATED ON THE
WELLHEAD PROTECTION AREAS MAP ON FILE IN THE DEVELOPMENT SERVICES DEPARTMENT. ZONES AS
NOTED ON PLAN.
9. PHYSICAL FEATURES INCLUDING, BUT NOT LIMITED TO TREES 5" IN DIAMETER OR GREATER WHEN MEASURED
4.5 FEET ABOVE THE GROUND (STANDS OF MORE THAN FIVE TREES MAY BE SHOWN AS A CLUSTER WITH MIX OF
TREE SPECIES NOTES), RIPARIAN AREAS, WETLANDS, AND ROCK OUTCROPPINGS. SEE PLAN THIS SHEET FOR
LOCATION OF ALL TREES 5" OR LARGER. SITE CONTAINS NO RIPARIAN AREAS, WETLANDS, OR ROCK
-`
F'
V
A
L�
F
O
I
F
'
Z
N
Z
2�
o
yl .3";-,
n
_
/o _ U .lf�t
cr,. rlo I'
«
C9
�N
a
REVIEW SET
Z
THIS DRAWING IS
N NOT FOR
®
SCALE(=40'-0" CONSTRUCTION
L 'I
IOL_ A
_ 1 a
_ _
-xv 1
N lF
•,t f
1
PF A
NFILIA II
'3
R1 _ M
1' IT rAj
h
=F =
12 j
I 1 5
t
C FOUND 5/IRON ROD WITH YELLOW PLASTIC IDENTIFICATION CAP
STAMPED "BRANCH ENGINEERING INC" UNLESS OTHERWISE NOTED i. EXISTING CLEANOUT RUE DENOTES PUBLIC UTILITY EASEMENT S.U.B. DENOTES SPRINGFIELD UTILITY BOARD
FOUND 5/e" IRON ROD WITH YELLOW PLASTIC IDENTIFICATION CAP IQ EXISTING CATCH BASIN Jcv EXISTING ELECTRIC VAULTDENOTES EXISTING CONCRETE SURFACE
STAMPED "BRANCH ENG LS 2809" i_I EXISTING CURB INLET JFr EXISTING ELECTRIC TRANSFORMER
L FOUND PK NAIL WITH WASHER STAMPED "LS 2609"
«:' EXISTING WASTEWATER MANHOLE - -" EXISTING STORMWATER PIPE (SIZE AS NOTED) DENOTES EXISTING GRAVEL SURFACE
A FOUND MAG NAIL WITH WASHER STAMPED "LANE COUNTY PW" °sL EXISTING STREET LIGHTING BOX M, :m-- EXISTING WASTEWATER PIPE (SIZE AS NOTED) DENOTES EXISTING ASPHALT SURFACE
EXISTING WATER VALVE ^ EXISTING STREET LIGHT --- EXISTING NATURAL GAS LINE
•n7 EXISTING WATER METER • - N 1 oIZE `'', EXISTING DECIDUOUS TREE (SIZE AS NOTED)
"f EXISTING SITE UGHT r r - EXIST( G WATER LI. AS NOTED) exp c TO REMAIN
EXISTING FIRE HYDRANT "NEB EXISTING MAIL BOX L Ic -- EXISTING UNDERG<LA'a7fELECTRIC LINE 2'a'_ EXISTING CONIFEROUS TREE (SIZE AS NOTED)
EXISTING SIGN r= --- EXISTING FIBER OPT""(M' ^'NNii E s TO REMAIN
FIRE DEPARTMENT CONNECTION - `"FLO(T NECOMMUNICATIONS LINE EXISTING DECIDUOUS TREE (SIZE AS NOTED)
r� EXISTING TEST HOLE LOCATION DENOTES EXISTING ,' L/"
7
EXISTING STORMWATER MANHOLE 9Tr' TO REMOVE
EXISTING BICYCLE RACK Irl EXISTING FIBER OPTICS / TELECOMMUNICATIONS RISER --- -- DENOTES EXISTING TOP/TOE OF SLOPE AN, EXISTING CONIFEROUS TREE (SIZE AS NOTED)
Al EXISTING TELECOMMUNICATIONS VAULT s 2_ TO REMOVE
+naa.0o EXISTING SPOT ELEVATION
+43z,- EXISTING TOP OF CURB ELEVATION
+aa+.ssrW EXISTING TOP OF WALL ELEVATION
WELLHEAD PROTECTION UNE
_ •- ^= w•a= •` BASE FLOOD ELEVATION
FEMA FLOOD INSURANCE RATE MAP
c}{ tz N
p k H { L
, 'EF
{^(i�`°.
YN'�M££hl
. ALT,
T«
"1 C
v _ ...n.
..
gv� {f. a'"n. r
•�C)D ZONEX '�: -< ...
�
.}?�7'.
��H��A+
�
'�tl'" i' A''��Rs+skf z uAy' v i s`J"'#` 9 fl Nva r,1 '-$ �'i,4,-.N �.
d✓°`S:
»J.a:p A'£h R'.Ni` YY P4y� ,+ ^`4i y ^arey,.vn asxck•, yyp.l^4� ;Z `^nen :'max ,.... ..
�,,."' v"y,��eY,"Ji`rn3
A Fy
.,y
"�s
'cL•k+s r,?'d ��I#; `"`,•fit' "ra(r.,az,�''"rm::''R' µ r,^�i3� �3t*r` ari�$,,4.,, 'r .,. ..
gg' ........
P
SUBJECT SITE SCALE N.T.S.
WELLHEAD PROTECTION AREAS MAP
I
m a
au. ,
°r"L J ".ak'' `°'
;,,P>, .'�.& `1' Nt<F�mt, xw kw ^"•»1* Ps''`d' .`.�-% ,,. .....
-.=v... rS � P� >a r,My"„R"_"
N•, a^
� IN
_
SUBJECT
SUBJECT SITE SCALE N.T.S.
SOILS
SOILS ON SITE ARE
1. CHEHALIS SILTY CLAY LOAM, OCCASIONALLY FLOODED
2. NEWBERG FINE SANDY LOAM
SITE ASSESSMENT OF EXISTING CONDITIONS
1. PLAN PREPARED BY AN OREGON LICENSED LANDSCAPE ARCHITECT,
4. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY SSW ENGINEERS INC., 2350 OAKMONT WAY, SUITE
105, EUGENE, OREGON 97401, (541)485-8383.
5. VICINITY MAP PROVIDED ON SHEET L1.0.
6. THIS SHEET PROVIDES THE NAME LOCATION, AND DIMENSIONS OF ALL EXISTING SITE FEATURES INCLUDING
BUILDINGS, CURB CUTS TREES AND IMPERVIOUS SURFACE AREAS CLEARLY INDICATING WHAT IS REMAINING
AND WHAT IS BEING REMOVED
7. THIS SHEET PROVIDES THE 100 -YEAR FLOODPLAIN AND FLOODWAY BOUNDARIES ON THE SITE AS SPECIFIED IN
THE LATEST ADOPTED FEMA FLOOD INSURANCE RATE MAPS OR MAP AMENDMENT OR LETTER OF MAP
REVISION. BOUNDARIES AS NOTED ON PLAN.
8. THIS SHEET PROVIDES TIME OF TRAVEL ZONES, AS SPECIFIED IN SDC 3.3.200 AND DELINEATED ON THE
WELLHEAD PROTECTION AREAS MAP ON FILE IN THE DEVELOPMENT SERVICES DEPARTMENT. ZONES AS
NOTED ON PLAN.
9. PHYSICAL FEATURES INCLUDING, BUT NOT LIMITED TO TREES 5" IN DIAMETER OR GREATER WHEN MEASURED
4.5 FEET ABOVE THE GROUND (STANDS OF MORE THAN FIVE TREES MAY BE SHOWN AS A CLUSTER WITH MIX OF
TREE SPECIES NOTES), RIPARIAN AREAS, WETLANDS, AND ROCK OUTCROPPINGS. SEE PLAN THIS SHEET FOR
LOCATION OF ALL TREES 5" OR LARGER. SITE CONTAINS NO RIPARIAN AREAS, WETLANDS, OR ROCK
OUTCROPPINGS.
F'
V
L�
F
Z19;
O
I
F
O
Z
N
Z
2�
C9
LAND USE
a
REVIEW SET
Z
THIS DRAWING IS
N NOT FOR
®
SCALE(=40'-0" CONSTRUCTION
��I.r7 04-29-2022
W
O' 20' 40' e0'
H KS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
623 10TH AVENUE
SALT LAKE CITY. UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH B4101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
'INTERIM REVIEW ONLY
These documents are incomplete, and
are rearmed for interim reAew only and
are not intended for regulatory approval,
permit, or constructlon purposes.
Archltec9:
Arch. Reg. No.:
Date:
LANDSCAPE ARCHITECTS
1 /1GIST IST
10
30N U
-19
L4Gi'
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
SITE PLAN REVIEW
PRESUBMITTAL
SHEET TITLE
SITE ASSESSMENT
OF EXISTING
CONDITIONS
SHEET
NO.
1 ' A
,1
5
i
A'P9A1ATI
-II�tft�OMAL - WAY AY- -
(MAJOR COLLECTOR)
150' FROM PROPERTY LINE 3
TO EXISTING EMX STOP
(INTERNATIONAL WAY)
S 89'58'03" E, 614.99'
liFl PRN v' z.
n[ t 12,A' U11 .ry.
Pk Pr,I. it -1< t.611': x1
A i.
n, elE\
I F VM
. . P. ; 11, ,1::11 W
'A, VEHI.. ..
J
IIA , t a0' c i_ Untm;
c1;,4 N
LEGEND
PROPERTY LINE (SUBJECT PROPERTY)
PROPOSED FENCE
------ ------ -- EXISTING EASEMENT
SETBACK
D WHEEL STOPS UYP.)
STANDARD PARKING SPACE (9'x 18)
INCLUDES WHEEL STOP TO MEET REQUIREMENTS
OF SDC 3.240(8)(1).
PEDESTRIAN CONCRETE
VEHICULAR CONCRETE
LLLLJ PAVERS
GENERAL OPEN SPACE (LANDSCAPE)
VISION CLEARANCE TRIANGLE
MOW STRIP
-�---
RETAINING WALL
raj
SITE LIGHTING
o
STANDARD:
SITE CONSTRUCTION NOTES
1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS.
2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY SSW ENGINEERS INC., 2350 OAKMONT WAY, SUITE 105,
EUGENE, OREGON 87401, (541) 485-8383.
3. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS.
4. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY
WORK.
5. THERE SHALL BE REQUIRED REVIEWS BY OWNERS' REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK. INCLUDING
AFTER STAKING AND LAYOUT, PRIOR TO POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING.
6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL LANDSCAPE AREAS.
7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS.
8. PROVIDE EXPANSION JOINTS (EJ)AT INTERSECTIONS, CORNERS, CHANGE OF DIRECTION, NEW MATERIAL, OR WHERE
CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES AND WHERE SHOWN ON DRAWINGS.
9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS AND WHERE SHOWN ON DRAWINGS
10, ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ).
11, OMR DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES.
12. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90
DEGREE ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED,
13. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT.
14. SEE BUILDING PLANS FOR ADDITIONAL BUILDING INFORMATION.
15. SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION.
GROUNDWATER PROTECTION DURING CONSTRUCTION
1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION:
• ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED
OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE
TAKEN TO PREVENT GROUNDWATER CONTAMINATION.
• CHEMICAL HANDLING. STORAGE AND USE CONTRATORSIDEVELOPERS SHALL BE RESPONSIBLE FOR SAFE
HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF
GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION.
INCLUDING PAINT AND CLEANING MATERIALSNJASTES. MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM
WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT.
• EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT FLUID-CONTAINING
EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND
MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS
OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM.
• NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE.
2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING CONSTRUCTION AND
PERMANENTLY AT TRASHRRECYCLING ENCLOSURE AND ADJACENT TO THE 8WALE(S). THE SIGNS ARE INTENDED TO
ALERT CONTRACTORS, SUBCONTRACTORS, EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING
AND CLEANING UP ANY SPILLS (SIGN STANDARD AVAILABLE), PLEASE CONTACT AMY CHINITZ (641-7443745) TO
PURCHASE SIGNS DIRECTLY FROM SUB.
TABULATION OF IMPERVIOUS SURFACES
EXISTING (TO REMAIN)
BUILDINGS 0 SF
PARKING AND CIRCULATION 0 $F
TOTAL 0 SF
PROPOSED NEW:
BUILDINGS 28,819 SF
PAVING 110.205SF
TOTAL NEW: 139,024 SF
TOTAL IMPERVIOUS SURFACE: 139,021 SF
TOTAL SUE 448,232 SF
TOTAL IMPERVIOUS -139.024 SF
TOTAL PERVIOUSNEGETATED 309,024 SF
TRANSIT FACILITIES
NEAREST TRANSIT FACILITIES
EXISTING: Lane Transit Authority EroX, Intemallanal Way Station
150 R from subject site
operates 7 days a week
SCALE 1" = 40' - 0"
0' 20' 40' 80'
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
04-29-2022
Z
O
I_
F
Z
O
U
19O
In
IH
O
z
H
z
3
C9
a
z
51�
G
J
W
19
no
Q 2020 HKS, INC.
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
62310TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM 8 FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
INTERIM REVIEW ONLY'..
These documents are incomplete, and
are released for interim reNew only and
are not Intended for regulatory approval,
Permli or construction purposes.
Architect:
Arch, Reg, No.:
Date:
�G
VaJg4
/i. I J
:+r11fiD"35UN
ON
3-19
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
SITE PLAN REVIEW
PRESUBMITTAL
SHEET TITLE
SITE PLAN AND
LAYOUT
SHEET
NO.
L3.0
SITE PLAN REQUIREMENTS
VEHICLE PARKING:
REQUIRED:
STANDARD:
TEMPLE ASSEMBLY AREA 3,374 SF @ 1 SPACE 1100 SF = 34 SPACES
TEMPLE REMAINDER 27,264 SF 2 SPACE 1200 SF -137 SPACES
DISTRIBUTION BUILDING 1,300 SF 1 SPACE 1300 SF -5 SPACES
GROUNDS BUILDING 1,875 SF @ 1 SPACE 11,000 SF =2 SPACES
RESULT: 34 - 137, 5, 2+=178 SPACES REQUIRED
PROPOSED:
182 SPACES (INCLUDES 9 ADA)
BIKE PARKING:
REQUIRED:
STANDARD:
OFFICE AND ADMIN 1,239 SF @ 0.75 SPACE 15,000 SF =1 SPACE
SCHOOL (INSTRUCTION) 131 STDNTS ® 1 SPACE 110 STUDENTS =14 SPACES
OTHER ASSEMBLY 1,970 SF ® 0.76 SPACE 15,000 SF -1 SPACE
RESULT: 1 + 14 + 1 = i6 SPACES REQUIRED
PROPOSED:
16 SPACES
16 SHORT-TERM SPACES PROVIDED IN PAVILLIONS
OPEN SPACE:
LANDSCAPED O. S,
REQUIRED:
STANDARD: 35% OF GROSS SITE AREA
RESULT: GROSS SITE =10.29 ACRES =44$232 SF
156,881 SF • 35% OF GROSS SITE
PROPOSED:
195,577 SF 143.6% OF SITE)
PARKING AREA INTERIOR LANDSCAPING:
REQUIRED:
STANDARD: 10% OF PARKING AREA
RESULT: PAVED PARKING =49,367 SF
4,931 SF =10% OF GROSS S1TE
PROPOSED:
21,406 SF (43% OF PAVED PARKING AREA)
SCALE 1" = 40' - 0"
0' 20' 40' 80'
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
04-29-2022
Z
O
I_
F
Z
O
U
19O
In
IH
O
z
H
z
3
C9
a
z
51�
G
J
W
19
no
Q 2020 HKS, INC.
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
62310TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM 8 FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
INTERIM REVIEW ONLY'..
These documents are incomplete, and
are released for interim reNew only and
are not Intended for regulatory approval,
Permli or construction purposes.
Architect:
Arch, Reg, No.:
Date:
�G
VaJg4
/i. I J
:+r11fiD"35UN
ON
3-19
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
SITE PLAN REVIEW
PRESUBMITTAL
SHEET TITLE
SITE PLAN AND
LAYOUT
SHEET
NO.
L3.0
E
N
N
e
0
E
c
E
a
0
0
rz,
Z
0–
ac
2
–T —T o
7I
AJTrr9Al AT1��n {AI\/
Ivfcf I�Fi"T-fOIVAL VV"
(MAJOR COLLECTOR)
LEGEND
PROPERTY LINE (SUBJECT PROPERTY)
PROPOSED FENCE
EXISTING EASEMENT
SETBACK
ElPEDESTRIAN CONCRETE
VEHICULAR CONCRETE
PAVERS
i
PAVERS
LANDSCAPE
LANERAL OPEN SPACE
LANDSCAPE
ah:�R zL OFFSITE, PARKING INTERIOR, AND ROW
LANDSCAPE
TREES AND NATURALIZING MEADOW SEED MIX
LANDSCAPE
STORMWATER TREATMENT
EXISTING TREES TO REMAIN
PROPOSED STREET TREES
PLANTING NOTES
I. PLANT LIST OF GENUS, SPECIES, COMMON NAME, QUANTITY, SIZE AND SPACEING TO BE SUBMITTED WITH
FINAL SITE PLAN REVIEW,
2. PLANTING PLAN AND PLANT LIST FOR VEGETATIVE STORMWATER TREATMENT TO BE SUBMITTED WITH
FINAL SITE PLAN REVIEW.
3. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT,
4. MAKE MINOR ADJUSTMENTS IN THE PLANTING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM
ASINSTALLED.
5. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE
EXECUTION OF THE WORK.
6. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY
DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A
MANNER APPROVED BY THE GENERAL CONTRACTOR.
7. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ASRASION AND
COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF
LANDSCAPE ARCHITECT.
8. CLEANLY SAW CUT TREE ROOTS I FOOT FROM FACE OF NEW IMPROVEMENT, MERE TREES OR PLANT
MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT.
9. PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN SPACING.
10. REMOVE EXISTING VEGETATION IN LANDSCAPE STRIPS AT STREETS. PREPARE PLANTING SOILS, BEING
CAREFUL TO MINIMIZE DISTURBANCE TO EXISTING TREE ROOTS.
IRRIGATION SYSTEM NOTES
1. IRRIGATION PLAN TO BE SUBMITTED WITH FINALSITE PLAN REVIEW.
LANDSCAPING
2. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS.
REQUIRED: STANDARD: 35% OF SITE
3. IRRIGATION SYSTEM TO BE INSTALLED IN DESIGNATED PLANT BED AREAS. THE IRRIGATION
RESULT: SITE -448,232 BE
SYSTEM NEED NOT PROVIDE WATER TO UNPLANTED AREAS.
448,232 (0.35)= 156,881 SF MINIMUM
4. IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. LOW
PROPOSED: 283,249 SF (639A OF SNE)
WATER CONSUMPTION SYSTEMS, SUCH AS DRIP SYSTEMS, ARE ENCOURAGED INCLUDING THE USE
OF WEATHER TRACKING CONTROLLERS AND DEVICES.
5. THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND OPERATED IN A MANNER THAT PROMOTES
THE HEALTH AND APPEARANCE OF THE PLANTS WHILE MINIMIZING WATER USE AND AVOIDING
EXCESSIVE WATER RUN-OFF.
6. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION PER LANDSCAPE
ARCHITECT AND OWNER) NTH MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE,
AUTOMATIC CONTROLLER, AND ELECTRIC REMOTE CONTROL VALVES (HUNTER OR APPROVED).
7. AUTOMATIC CONTROLLER TO BE INSTALLED IN A WEATHER PROOF LOCATION TO BE DETERMINED
BY OWNER.
8. WATER EMITTERS TO INCLUDE POP-UP SPRAY SPRINKLERS (HUNTER OR APPROVED), HUNTER DRIP
LINES, AND/OR APPROVED ROTOR HEADS.
9. ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED).
REQUIREMENTS
SDC 4.4.1051DI: UNLESS OTHERWISE SPECIFIED IN THIS CODE, THE FOLLOWING AREAS OF A
LOTIPARCEL SHALL BE LANDSCAPED:
I , ALL REQUIRED SETBACK AREAS AND ANY ADDITIONAL AND ANY ADDITIONAL PLANTING AREAS
AS SPECIFIED IN THE APPROPRIATE ZONING.
2. PARKING LOT PLANTING AREAS.
z
SDC 4.hl ONEI: AT LEAST 65 PERCENT OF EACH REQUIRED PLANTING AREA SHALL BE COVERED
O
WITH LIVING PLANT MATERIALS WITHIN 5 YEARS OF THE DATE OF INSTALLATION. THE LIVING
PLANT MATERIALS SHALL BE DISTRIBUTED THROUGHOUT THE REQUIRED PLANTING AREA. THE
PLANTING ACCEPTABLE PER 1,000 SQUARE FEET OF REQUIRED PLANTING AREA IS AS FOLLOWS:
_
1. ATA MINIMUM, 2 TREES NOT LESS THAN B' IN HEIGHT THAT ARE AT LEAST 2 INCHES IN
CALIPER (AT THE TIME OF PLANTING, NOT INCLUDING ROOT BALL); AND
2. TEN SHRUBS, 5 GALLONS OR LARGER.
3. LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUTED FOR TREES OR SHRUBBERY, UNLESS
REQUIRED FOR SCREENING WHEN THERE AREA ADEQUATE PROVISIONS FOR ONGOING
MAINTENANCE,
cc
SDC 4.4.1 WE), PARKING LOT PLANTING AREAS SHALL INCLUDE I CANOPY TREE AT LEAST 2
INCHES IN CALIPER THAT MEETS CITY STREET TREE STANDARDS AS PERMITTED BY THE CITY'S
ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL AT LEAST 4 SHRUBS, 5 -GALLON
OR LARGER, FOR EACH 100 SQUARE FEET OF PLANTING AREA. SHRUBBERY THAT ABUTS PUBLIC
RIGHT-OF-WAY OR THAT IS PLACED IN THE INTERIOR OF ANY PARKING LOT SHALL GENERALLY
NOT EXCEED 2-112 FEET IN HEIGHT AT MATURITY. PARKING LOT PLANTING AREAS SHALL INCLUDE:
1. PARKING AND DRIVEWAY SETBACK AREAS AS SPECIFIED IN THE APPLICABLE ZONING DISTICT;
O
AND
2. 5 PERCENT OF THE INTERIOR OF A PARKING LOT, EXCLUSIVE OF ANY REQUIRED PARKING
/
SETBACKS, IF 24 OR MORE PARKING SPACES ARE LOCATED BETWEEN THE STREET S1DE OF A
v
BUILDING AND AN ARTERIAL OR COLLECTOR STREET, AND ARE VISIBLE FROM ANY STREET.
3. SEE ALSO SECTION 3.2-240D.B.c FOR MULTI -FAMILY DESIGN STANDARDS.
PLANTING AREA CALCULATIONS
SCALE 1"=40'-0"
0' 20' 40' 80'
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
04-29-2022
L.J
LL
O
,Z
'Yr
V
Z
3
o�
Q
Z
J
W
02020 HKS, INC.
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
623 10TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
INTERIM REVIEW ONLY
These tlowments are incomplete, antl
are relessetl for interim review only and
are not Intended for regulatory approval,
permit, or construction purposes.
Architect:
Arch. Reg. No.:
Data
LANDSCAPE ARCHITECTS
01ST
• �q I? c
r rub:Ru•,�aury
`� ON U
8-13-19 �
g AGS
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
SITE PLAN REVIEW
PRESUBMITTAL
SHEET TITLE
PLANTING PLAN
SHEET
NO.
L7.0
LANDSCAPING
REQUIRED: STANDARD: 35% OF SITE
RESULT: SITE -448,232 BE
448,232 (0.35)= 156,881 SF MINIMUM
PROPOSED: 283,249 SF (639A OF SNE)
SCALE 1"=40'-0"
0' 20' 40' 80'
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
04-29-2022
L.J
LL
O
,Z
'Yr
V
Z
3
o�
Q
Z
J
W
02020 HKS, INC.
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
623 10TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
INTERIM REVIEW ONLY
These tlowments are incomplete, antl
are relessetl for interim review only and
are not Intended for regulatory approval,
permit, or construction purposes.
Architect:
Arch. Reg. No.:
Data
LANDSCAPE ARCHITECTS
01ST
• �q I? c
r rub:Ru•,�aury
`� ON U
8-13-19 �
g AGS
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
SITE PLAN REVIEW
PRESUBMITTAL
SHEET TITLE
PLANTING PLAN
SHEET
NO.
L7.0
HALF -STREET
IMPROVEMENTS TO
CORPORATE WAY
UNDER SEPARATE
PERMIT I
! I
N=892,755.07
E=4,255,644.43
FOUND 5187 IRON ROD
—�J )
SITE DATA
S m>~ ¢ OVERALL SITE AREA: 448,354 SF (10.29 ACRES)
4.n"
,'� H "4 `„", " 4 IMPERVIOUS AREA: 165,035 SF (3.56 ACRES)
�of,*� & ��"' ,'r �ks r ?L LANDSCAPE AREA: 293,319 SF (6.73 ACRES)
j. PARKING STALL COUNTS
STANDARD: 173
Bt �° na'a+JK'� `k s"§ `.4`
STANDARD
ADA.' ER ONLY ADA: 2
TOTAL ONSITE STALLS: 182
OF
Aft 0
ti* i +:. e4 +� �,>3':2:'ks.... ' mkx[l, ✓. za. ,&`�'a ,U'
i:.'xt "'dtsKw""'x'• R �E'gm;A
N=892,734.45
E=4,255,663.75
FOUND 518" IRON ROD
1 11
L-4,L"JV,VCJAL l:
FOUND MAG NAIL W/ WASHER
STAMPED "LANE COUNTY PW"
INTERNATIONAL WAY
1.I
i
it
B
(>
y
Y"
tl
��33
N=893,233.69
sr
E=4,255,668.02
FOUND
PK NAIL W/ WASHER
STAMPED "LS 2609"
e`
Al
M 4
N=893,214.77—
._..
E=4,255,660.44
FOUND PK NAIL WI WASHER
.,-..
STAMPED "LS 2609"
A
J
P1 )
3
Y
!
I
t
I
R
da
N=893,078.84 —
i
E=4,255,655.65
'-' FOUND 5/8" IRON ROD .;
1
I
M
Itl
�
s�
I
N=892,915.05
�
ENTS
E=4,256,645.21
"s
_
'k
FOUND 5/8" IRON ROD
r r
i—
D_
�.,
..:gin.-
......,...e
......... ..... ..� ..- .,...,n. .....- .,... _, _... _,w......_, _
_ .,....,,. ,�, _.,....,.._ _....,...E
� ...,
HALF -STREET
IMPROVEMENTS TO
CORPORATE WAY
UNDER SEPARATE
PERMIT I
! I
N=892,755.07
E=4,255,644.43
FOUND 5187 IRON ROD
—�J )
SITE DATA
S m>~ ¢ OVERALL SITE AREA: 448,354 SF (10.29 ACRES)
4.n"
,'� H "4 `„", " 4 IMPERVIOUS AREA: 165,035 SF (3.56 ACRES)
�of,*� & ��"' ,'r �ks r ?L LANDSCAPE AREA: 293,319 SF (6.73 ACRES)
j. PARKING STALL COUNTS
STANDARD: 173
Bt �° na'a+JK'� `k s"§ `.4`
STANDARD
ADA.' ER ONLY ADA: 2
TOTAL ONSITE STALLS: 182
OF
Aft 0
ti* i +:. e4 +� �,>3':2:'ks.... ' mkx[l, ✓. za. ,&`�'a ,U'
i:.'xt "'dtsKw""'x'• R �E'gm;A
N=892,734.45
E=4,255,663.75
FOUND 518" IRON ROD
1 11
L-4,L"JV,VCJAL l:
FOUND MAG NAIL W/ WASHER
STAMPED "LANE COUNTY PW"
INTERNATIONAL WAY
E=4,258,308.25
FOUND MAG NAIL W/ WASHER
STAMPED "LANE COUNTY PW'
po - svv uw YV�eeil�t�
�A7)�tiz
(T
SCALE i INCH = 40 FEET
40 0 40 80
0 N22 HKS, INC.
HI<S
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
623 10TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY. UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
56481
FALLYSIO
OREGON
E%MRATION DATE: 6I9N23
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
HORIZONTAL CONTROL
PLAN
SHEET
NO.
MOO
it
y
Y4
p
A
3
Y
!
I
t
I
R
i
I
M
N=892,915.05
�
ENTS
E=4,256,645.21
"s
_
'k
FOUND 5/8" IRON ROD
d
i—
t
�.,
..:gin.-
......,...e
......... ..... ..� ..- .,...,n. .....- .,... _, _... _,w......_, _
_ .,....,,. ,�, _.,....,.._ _....,...E
� ...,
j
i
S
I
I
l
I
G
I
55.0' PRIVATE JOINT -USE ACCESS, LL"
PRIVATE UTILITY AND PRIVATE
s
STORMWATER EASEMENT
F
6
I
Aa
N=892,711.78.x
r„i.."7,5 bat, X MM¢ixk3;,....
.s» e..;:LO' �rr7>'Ait•" :,eE~r „�^aa
,:=-+€'
E=4,258,308.25
FOUND MAG NAIL W/ WASHER
STAMPED "LANE COUNTY PW'
po - svv uw YV�eeil�t�
�A7)�tiz
(T
SCALE i INCH = 40 FEET
40 0 40 80
0 N22 HKS, INC.
HI<S
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
623 10TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY. UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
56481
FALLYSIO
OREGON
E%MRATION DATE: 6I9N23
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
HORIZONTAL CONTROL
PLAN
SHEET
NO.
MOO
§-1
d� j
%. LIGHT DUTY ASPHALT
c ° w PAVEMENT 7.0
HEAVY DUTY ASPHALT 2
PAVEMENT 7.
�I 1
rT I �
I
UNIT PAVERS REFERENCE
_ RENCE
23 LANDSCAPE PLANS
I
I
II
4
rd
I ,
II
I' •-.
47
LL=
40D T2-
u
w
I
I
E
5-
a
I
i
�
a
4
I
c
S
I
n;
y
i
I
N
!fi '
N
1,
i
'4
jJ. x
�T
i
I
d� j
%. LIGHT DUTY ASPHALT
c ° w PAVEMENT 7.0
HEAVY DUTY ASPHALT 2
PAVEMENT 7.
�I 1
rT I �
I
UNIT PAVERS REFERENCE
_ RENCE
23 LANDSCAPE PLANS
I
47
LL=
40D T2-
u
w
I
i
�
4
,
c
S
i
N
i
F
d� j
%. LIGHT DUTY ASPHALT
c ° w PAVEMENT 7.0
HEAVY DUTY ASPHALT 2
PAVEMENT 7.
�I 1
rT I �
I
UNIT PAVERS REFERENCE
_ RENCE
23 LANDSCAPE PLANS
I
t SCALE 1 INCH = 20 FEET
20 0 20 40 02022 HKS, INC.
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
623 10TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY. UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
't6 PROF
s��?
Q4' 56481 B
7��7ALL1"SIGNE
OREGON
I EXPIATION DATE: 6/30(23 I
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
NKS:24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PAVING PLAN
SHEET
NO.
c3.ol
47
LL=
40D T2-
. ...... Jl_'; J-
I
i
�
,
c
S
t SCALE 1 INCH = 20 FEET
20 0 20 40 02022 HKS, INC.
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
623 10TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY. UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
't6 PROF
s��?
Q4' 56481 B
7��7ALL1"SIGNE
OREGON
I EXPIATION DATE: 6/30(23 I
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
NKS:24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PAVING PLAN
SHEET
NO.
c3.ol
I
3.8'
R5.0'
n ' g 8.Y-"-'- -.1 -`'' TYP
I I
l 5 _ 4 TVP ('
w R1580
w
1112 24R300 0,
I
I
Z� N 80 ti r r �{ 2
2
5 m c
r f �
r r
r
I a.
I
j
a�
R3.0' 17 26 -TYP
_ TMP - all
j
wl
m
J rr
`1i TYP &�
/ r 26 TYP -
1 /
f/
;i
5
R50 ;8.0', m"
� I.
! 6 TYP
000,
% ( 24 + €. o } R5.0 f.
'0' �t m �� TYP
.12.6'
7.0'24
,
26 48LF
' R60.0 R25.0' F'a
i
r;
.R25.0' ' R250
o-
t1f
I TYP 20
_1 20 TYP
24
24
TYP
oFr
0
6
47 I
T2 40 �.. 9 40 T2
I'.
i�
26.0
e_
47
r
4383
3 '�._ 10.0 „• t `;z i'o T� ._ ._
42
a�^I, 44 R200 �� R510.0
w
k
I
a t
�L
i` � 4•
S,
t _ �
I I
n„
r � Ic
714
I
r
ns
E
ti
I I I
SHEET NOTES
1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL.
2. REFERENCE LANDSCAPE PLANS FOR ALL SIDEWALK AND CONCRETE PAVEMENT JOINTS.
3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES
FOR BUILDING AND FACILITIES (ADAAG).
4. REFERENCE ELECTRICAL SITE PLAN FOR PROPOSED SITE LIGHTING PLAN AND DETAILS.
5. REFERENCE LANDSCAPE PLANS FOR PROPOSED SITE PLANTING.
6. REFERENCE ARCHITECTURAL SITE PLAN FOR SITE MONUMENT LOCATION AND DETAIL.
OX PRIVATE IMPROVEMENT KEY NOTES
DESCRIPTION
DETAIL
#
DESCRIPTION
REF.
40
CURB RAMP - TYPE AS NOTED
%51
1
CONCRETE CURB - STANDARD
7.
CONCRETE SIDEWALK
3-5
2
CONCRETE CURB AND GUTTER
7.
43
CONCRETE GUTTER BAR WITH 314" LIP AT DRIVEWAY APPROACH
7.
3
CONCRETECURB- MOUNTABLE
7.
REFERENCE ELECTRICAL SITE PLAN FOR REPLACEMENT OF EXISTING STREET
11
4
PRECAST CONCRETE WHEEL STOP
7.
46
HALF -STREET IMPROVEMENTS TO CORPORATE WAY UNDER SEPARATE PERMIT
49�
5
CONCRETE SIDEWALK
7.
48
SAWCUT EXISTING SIDEWALK AT NEAREST JOINT
10
6
DETECTABLE WARNING
a; r f _ �. , ,: ;`.
LANDSCAPE PLANS
%31
7
CONCRETEPAVEMENT
RAISED CONCRETE CROSSWALK- PEDESTRIAN CROSSING WITH CONCRETE
8
PAVEMENT TRANSITION ON EACH END THAT ABUTS AC PAVEMENT
%41
9
CONCRETE PAVEMENT TRANSITION
15
10
ADA PARKING STALLS AND STRIPING
15
11
'NO PARKINGZONE STRIPING
14
12
ADA PARKING SIGN
1
13
VAN ONLY ADA PARKING STALL AND STRIPING
12 13
14
CURB RAMP -TYPE AS NOTED
15
FLUSH CURB
16
PEDESTRIAN PLAZA. REFERENCE LANDSCAPE PLANS
17
BIKE PARKING STRUCTURE. REFERENCE LANDSCAPE AND ARCHITECTURE PLANS
DECORATIVE PERIMETER SITE FENCE AND BASE. REFERENCE LANDSCAPE AND
18
ARCHITECTURE PLANS
CHAIN LINK PERIMETER FENCE. REFERENCE LANDSCAPE AND ARCHITECTURE
19
PLANS
SITE LIGHT POLE AND FIXTURE, REFERENCE ELECTRICAL SITE PLAN FOR
20
LOCATION AND DETAILS
21
COMPACTED GRAVEL MAINTENANCE ROADWAY
22
TRASH ENCLOSURE, REFERENCE ARCHITECTURE PLANS
23
SITE MONUMENT. REFERENCE LANDSCAPE AND ARCHITECTURE PLANS
6
24
REVERSE SLOPE CONCRETE CURB AND GUTTER
25
CONCRETE MOW STRIP REFERENCE LANDSCAPE PLANS
26
4" WIDE WHITE PAINTED PARKING STRIPING
sx
I
I
I
•
k
2
S
s u
r
FT
FL
oFr
0
6
47 I
T2 40 �.. 9 40 T2
I'.
i�
26.0
e_
47
r
4383
3 '�._ 10.0 „• t `;z i'o T� ._ ._
42
a�^I, 44 R200 �� R510.0
w
k
I
a t
�L
i` � 4•
S,
t _ �
I I
n„
r � Ic
714
I
r
ns
E
ti
I I I
SHEET NOTES
1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL.
2. REFERENCE LANDSCAPE PLANS FOR ALL SIDEWALK AND CONCRETE PAVEMENT JOINTS.
3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES
FOR BUILDING AND FACILITIES (ADAAG).
4. REFERENCE ELECTRICAL SITE PLAN FOR PROPOSED SITE LIGHTING PLAN AND DETAILS.
5. REFERENCE LANDSCAPE PLANS FOR PROPOSED SITE PLANTING.
6. REFERENCE ARCHITECTURAL SITE PLAN FOR SITE MONUMENT LOCATION AND DETAIL.
OX PRIVATE IMPROVEMENT KEY NOTES
PUBLIC IMPROVEMENT KEY NOTES
DESCRIPTION
DETAIL
#
DESCRIPTION
REF.
40
CURB RAMP - TYPE AS NOTED
%51
1
CONCRETE CURB - STANDARD
7.
CONCRETE SIDEWALK
3-5
2
CONCRETE CURB AND GUTTER
7.
43
CONCRETE GUTTER BAR WITH 314" LIP AT DRIVEWAY APPROACH
7.
3
CONCRETECURB- MOUNTABLE
7.
REFERENCE ELECTRICAL SITE PLAN FOR REPLACEMENT OF EXISTING STREET
11
4
PRECAST CONCRETE WHEEL STOP
7.
46
HALF -STREET IMPROVEMENTS TO CORPORATE WAY UNDER SEPARATE PERMIT
49�
5
CONCRETE SIDEWALK
7.
48
SAWCUT EXISTING SIDEWALK AT NEAREST JOINT
10
6
DETECTABLE WARNING
a; r f _ �. , ,: ;`.
LANDSCAPE PLANS
%31
7
CONCRETEPAVEMENT
RAISED CONCRETE CROSSWALK- PEDESTRIAN CROSSING WITH CONCRETE
8
PAVEMENT TRANSITION ON EACH END THAT ABUTS AC PAVEMENT
%41
9
CONCRETE PAVEMENT TRANSITION
15
10
ADA PARKING STALLS AND STRIPING
15
11
'NO PARKINGZONE STRIPING
14
12
ADA PARKING SIGN
1
13
VAN ONLY ADA PARKING STALL AND STRIPING
12 13
14
CURB RAMP -TYPE AS NOTED
15
FLUSH CURB
16
PEDESTRIAN PLAZA. REFERENCE LANDSCAPE PLANS
17
BIKE PARKING STRUCTURE. REFERENCE LANDSCAPE AND ARCHITECTURE PLANS
DECORATIVE PERIMETER SITE FENCE AND BASE. REFERENCE LANDSCAPE AND
18
ARCHITECTURE PLANS
CHAIN LINK PERIMETER FENCE. REFERENCE LANDSCAPE AND ARCHITECTURE
19
PLANS
SITE LIGHT POLE AND FIXTURE, REFERENCE ELECTRICAL SITE PLAN FOR
20
LOCATION AND DETAILS
21
COMPACTED GRAVEL MAINTENANCE ROADWAY
22
TRASH ENCLOSURE, REFERENCE ARCHITECTURE PLANS
23
SITE MONUMENT. REFERENCE LANDSCAPE AND ARCHITECTURE PLANS
6
24
REVERSE SLOPE CONCRETE CURB AND GUTTER
25
CONCRETE MOW STRIP REFERENCE LANDSCAPE PLANS
26
4" WIDE WHITE PAINTED PARKING STRIPING
PUBLIC IMPROVEMENT KEY NOTES
SHEET LEGEND
—
DESCRIPTION
-- -
REF.
- -w-
EASEMENT LINE
12 13
40
CURB RAMP - TYPE AS NOTED
7.
41
CONCRETE COMMERCIAL DRIVEWAY APPROACH
CONCRETE SIDEWALK
3-5
42
STANDARD CURB
7.
43
CONCRETE GUTTER BAR WITH 314" LIP AT DRIVEWAY APPROACH
7.
44
SAWCUT LINE
REFERENCE ELECTRICAL SITE PLAN FOR REPLACEMENT OF EXISTING STREET
45
LIGHT AND POLE
7.
46
HALF -STREET IMPROVEMENTS TO CORPORATE WAY UNDER SEPARATE PERMIT
2
47
CONCRETE SIDEWALK
3-1
48
SAWCUT EXISTING SIDEWALK AT NEAREST JOINT
SHEET LEGEND
—
PROPERTY LINE
- -w-
EASEMENT LINE
>"• - -- - �-` _`--_»_•
FLOOD ZONE LINE
CENTER LINE
CONCRETE SIDEWALK
CONCRETE PAVEMENT
7.
LIGHT DUTY ASPHALT
PAVEMENT
7.
.f.
HEAVY DUTY ASPHALT
2
PAVEMENT
+
UNIT PAVERS REFERENCE
a; r f _ �. , ,: ;`.
LANDSCAPE PLANS
(T
SCALE 1 INCH = 20 FEET
20 0 20 40 02022 HKS, INC.
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
623 10TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM R FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
o PN FFFSS/syr
`'• 56481 'A
J j
//b10i1fAULLLY SIGNED
OREGON
I E% wioNDATE: 6/30/23
REVISION
NO, DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PAVING PLAN
SHEET
NO.
C3.02
NE
Lry
0
�.,• ., x _-.« .E.. k .„...sx .t, ... „ . — ...
1F...ui'E� L:;4�z�_:, ,,....,,,��9 „aa?;h+;�.—. wle.??leLf�,. ~i¢ ..r s]
0 n
—
U o
z. b CLOTHINO
Ti GROUNDS m
C[lE oAACI.IT G4 � 'PI III fNNC:
D BUIkiJI1 ` S
FFE=43,76NC -- `, €FE 433.9
YAR
II
Er
�;:,.,.
i I
� t �
.JY� i IY
s:
I
r
Al
a � �
s ,7
I �u
Z
f �x r•
r
�d \
r
,x
e
1 4
' '?:-:_ �� •y. l.:w. inert J5: a. n
,: rC
t%
h 4A,
M
g
I
r
,
; t
{{
g
o
All,
z
s
� � c
Y.r U
ur
P
iy Nti %, Y
grn; T r;,t vin
}
4^
,'`�'x
Y1
—428
Ji
427
g-
I
EARTHWORK VOLUMES
CUT: 19,480 CY
FILL: 31,360 CY
NET: 11,880 CY FILL
NOTE:
I EARTHWORK VOLUMES ARE'CLEAN' AND DO NOT INCLUDE EXCAVATION FOR PLACEMENT OF
PAVEMENT BASE LAYERS.
a
( SHEET LEGEND
439 EX. CONTOUR MINOR
u, 'r
440 -- -- - EX. CONTOUR MAJOR
439 CONTOUR MINOR (FG)
440 CONTOUR MAJOR (FG)
FLOOD ZONE LINE
--I- Al. a.11.. -_+ l BASE FLOOD ELEVATION LINE
f k i NGVD29(NAVD88)
i
tl r.
WELLHEAD TIME OF TRAVEL LINE
A -Mn f FLOODPLAIN
'L1?; ALL FUTURE DEVELOPMENT ON THE SITE WILL NEED TO BE IN COMPLIANCE
r
WITH W T FLOOD PLAIN OVERLAY DISTRICT APPROVAL H 7-
s„
C 0 l S 8200 00003. FLOOD
a "
PLAIN ELEVATIONS SHOWN ARE BASED ON M K N
.,
a u;
SE C E ZIE RIVER FLOOD PLAIN
ASSESSMENT BY DAVID EVAN AN ASSOCIATES �. S D SSOCI ES DATED 113.03. EFFECTIVE
10 41 CTN
"` z' �'"
FLOOD PLAIN ELEVATIONS AT THE SITE BY FEMA'S FLOOD INSURANCE
`E,~A Plv h i a I STUDY ARE LOWER THAN THE FLOOD PLAIN ASSESSMENT.
Ilk
,
a +
�w
I SOIL TYPES
429
a
i
q rvn,nG a IC POLO ncnMLIQ OIL II UL T LV VVl,wLnOIV,vnLLr rLVvucu.
THE HIGH WATER TABLE FOR THIS SOIL IS> 6 -FT.
_1 430 TIME OF TRAVEL ZONES
j c? mH a ,
---, - - ;( • ,. ---- i ''' 0 _ s ;. THIS SITE IS MOSTLY WITHIN THE 1 -YEAR TIME OF TRAVEL AND PARTIALLY
432 ( .. ,. 3;f ,,. I -_ __.l RAINCARDFN
” `',. WITHIN THE 5 -YEAR TIME OF TRAVEL TO SPORTS WAY.
All
..-
i O EMPE I BENCHMARK DATUM
FFE-437:0 �. c" R, - 1 ! CITY OF SPRINGFIELD BENCHMARK #515; BRASS CAP AT END OF WESTERLY
..._ _ !.. -- _... -.- ... • "` ;> ..-_ `�._._.a P ? P. v; ?'' CONCRETE WALL FROM OREGON MEDICAL LABS, APPROXIMATELY 3 -FF
Iz
.u. `E� a aw...;�;ep r7.f'.b,[a'F .,.<H.,...Y"$= .E.1,3L...,. ya }a l*1'WM+i'.n ,av;.taa:uW. ,.v�V.NiL.v: iv Ss+`U., .Yta.,
.; � ., ABOVE ASPHALT. CITY OF SPRINGFIELD ELEVATIONS - (436.475 NGVD 88)
CONVERTED TO NGVD 29 ELEVATION 433.17.
11 i 1 ��� I BASE FLOOD ELEVATIONS
" FI
� BASE FLOOD ELEVATIONS SHOWN ARE BASED IN NGVD29, THE SURVEY IS
,✓ ! ` ,y i ---�� 't __-_. G"'..% a _ « ,t�., _ _ ..1 j - -- ? - w., 3 BASED IN NAVD88.
' "': � � ? sl' � 1y __. :;� 1 � „ , . F • :- ' S:.-� .. ' J r ;y, ., -_, y` A CONVERSION OF (+3.60') IS ADDED TO NGVD29 BASE FLOOD ELEVATIONS
.... . ,II. i - t. ,. rv,vx , ,,,• a .,_,._.,..- ., ,. a,,.. _,-. ,, -.m.. ,. ..,...,. .._... .,.._,
�'' _ .Y. - �/: L, y — TO CORRELATE THE PROJECT BASE ELEVATIONS FOR NAVD88.
BASE FLOOD VOLUMES
EXISTING SITE FLOOD STORAGE: 20,920 CY
FINISHED SITE FLOOD STORAGE: 21,500 CY
f
9, u
�„'....,
.s:r '� -:�,. %; ,,. .. ,,,�,
xr`
i',Lr ( §r.". ,. ', i .n ,r ,< 'A .^s ^;,. Y'r, •`�
M, ,"y`` n' :_... :.. ` 1, - L„.:':"..
, ,:..�
p. Ns
B
g , '.. ,hi'' , w;cry } ,.;. a } �i3 n i ,.-. _ . t`r`"z ,*.'"'c.;; r� s '1T }•*,"=,fir
r.,+'FA` IIV
`^z„ ! .. ,3•,�`. f 1 u' _ ,y�v yy: ," -.
El
,
r tr • x- --, �4 .,n�,r .ka: x'I `� ..`. ', , .. _,.v. ,, %1 o f f.9E:. % ,� - l ! xvA 1 > ik,k k, e.
/� a.
i
h.
x
I
Y '""...,
.. r.., sx7 < �3„ ,/ y .,a
xw. -,.�. .7s��T.,...:..,_ xy ',�' �,5 .dOu���,. �: �f::-.,
-.-..__,...__ ,_. 'T?.:a: ..... �', .W ar ,A .3 �", a_� 4 �` ?-_y.. _°�
de e-, 's � 'D ,tt
s.,
c,
S
i
r
� 1
' yl' A32 ^ - O
5, 4
n
y � n
r IV 433
s
a
at
_..,.,—
k
PJ
u
4-
41
i
n
-
{
T.. ,.^� „ A✓ 1uid.., u k -s. J... + d+w 4, iv :-" s ,•, `U s..1.. •} SF` .. - -, ,.. -N!:r 'FF: _.. .x.:` a �'• „
e-,...:�<5 ..xi _.ahxn, :x._ �. M.nv_-u, ,....:...R ssl{. ..::3�'a 1�4n__..,.r-..,. ua�.vu*r: e> s..�..uY_-" ,..J: x,_«.... .,.,�.:Gaa Y:,i:. x..a. ,n.ksx .-. <,*L.e -t.,; ..o -,.e,.<.... ._...._.,nv ,u. -a, .xs' _., eS,.-. ,,sC,._r .xed <..:,ir: "v.�-,�-x, ,
w.. r"h; �'�Y'zs s:43aLv.:..
fYsrP
_ _ _ _ OM1. ,�.��,
INTERNATIONAL WA's
_. ,e..
F
.rv4As�:+a.
s
i
'o
y *�
J
J
9 •a
SCALE 7 INCH = 40 FEET
LIj 40 0 40 80
0 M22 HKS, INC.
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
623 10TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH SUITE 200
MURRAY UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
56481
bbl ALLYSIGNED `
OREGON
TNE1V M .
I WIRATION DATE: 6/30123
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
OVERALL GRADING
PLAN
SHEET
NO.
C4.00
aX
<
104
�z
c
g
o
All,
z
s
� � c
Y.r U
ur
P
iy Nti %, Y
grn; T r;,t vin
}
4^
,'`�'x
Y1
—428
Ji
427
g-
I
EARTHWORK VOLUMES
CUT: 19,480 CY
FILL: 31,360 CY
NET: 11,880 CY FILL
NOTE:
I EARTHWORK VOLUMES ARE'CLEAN' AND DO NOT INCLUDE EXCAVATION FOR PLACEMENT OF
PAVEMENT BASE LAYERS.
a
( SHEET LEGEND
439 EX. CONTOUR MINOR
u, 'r
440 -- -- - EX. CONTOUR MAJOR
439 CONTOUR MINOR (FG)
440 CONTOUR MAJOR (FG)
FLOOD ZONE LINE
--I- Al. a.11.. -_+ l BASE FLOOD ELEVATION LINE
f k i NGVD29(NAVD88)
i
tl r.
WELLHEAD TIME OF TRAVEL LINE
A -Mn f FLOODPLAIN
'L1?; ALL FUTURE DEVELOPMENT ON THE SITE WILL NEED TO BE IN COMPLIANCE
r
WITH W T FLOOD PLAIN OVERLAY DISTRICT APPROVAL H 7-
s„
C 0 l S 8200 00003. FLOOD
a "
PLAIN ELEVATIONS SHOWN ARE BASED ON M K N
.,
a u;
SE C E ZIE RIVER FLOOD PLAIN
ASSESSMENT BY DAVID EVAN AN ASSOCIATES �. S D SSOCI ES DATED 113.03. EFFECTIVE
10 41 CTN
"` z' �'"
FLOOD PLAIN ELEVATIONS AT THE SITE BY FEMA'S FLOOD INSURANCE
`E,~A Plv h i a I STUDY ARE LOWER THAN THE FLOOD PLAIN ASSESSMENT.
Ilk
,
a +
�w
I SOIL TYPES
429
a
i
q rvn,nG a IC POLO ncnMLIQ OIL II UL T LV VVl,wLnOIV,vnLLr rLVvucu.
THE HIGH WATER TABLE FOR THIS SOIL IS> 6 -FT.
_1 430 TIME OF TRAVEL ZONES
j c? mH a ,
---, - - ;( • ,. ---- i ''' 0 _ s ;. THIS SITE IS MOSTLY WITHIN THE 1 -YEAR TIME OF TRAVEL AND PARTIALLY
432 ( .. ,. 3;f ,,. I -_ __.l RAINCARDFN
” `',. WITHIN THE 5 -YEAR TIME OF TRAVEL TO SPORTS WAY.
All
..-
i O EMPE I BENCHMARK DATUM
FFE-437:0 �. c" R, - 1 ! CITY OF SPRINGFIELD BENCHMARK #515; BRASS CAP AT END OF WESTERLY
..._ _ !.. -- _... -.- ... • "` ;> ..-_ `�._._.a P ? P. v; ?'' CONCRETE WALL FROM OREGON MEDICAL LABS, APPROXIMATELY 3 -FF
Iz
.u. `E� a aw...;�;ep r7.f'.b,[a'F .,.<H.,...Y"$= .E.1,3L...,. ya }a l*1'WM+i'.n ,av;.taa:uW. ,.v�V.NiL.v: iv Ss+`U., .Yta.,
.; � ., ABOVE ASPHALT. CITY OF SPRINGFIELD ELEVATIONS - (436.475 NGVD 88)
CONVERTED TO NGVD 29 ELEVATION 433.17.
11 i 1 ��� I BASE FLOOD ELEVATIONS
" FI
� BASE FLOOD ELEVATIONS SHOWN ARE BASED IN NGVD29, THE SURVEY IS
,✓ ! ` ,y i ---�� 't __-_. G"'..% a _ « ,t�., _ _ ..1 j - -- ? - w., 3 BASED IN NAVD88.
' "': � � ? sl' � 1y __. :;� 1 � „ , . F • :- ' S:.-� .. ' J r ;y, ., -_, y` A CONVERSION OF (+3.60') IS ADDED TO NGVD29 BASE FLOOD ELEVATIONS
.... . ,II. i - t. ,. rv,vx , ,,,• a .,_,._.,..- ., ,. a,,.. _,-. ,, -.m.. ,. ..,...,. .._... .,.._,
�'' _ .Y. - �/: L, y — TO CORRELATE THE PROJECT BASE ELEVATIONS FOR NAVD88.
BASE FLOOD VOLUMES
EXISTING SITE FLOOD STORAGE: 20,920 CY
FINISHED SITE FLOOD STORAGE: 21,500 CY
f
9, u
�„'....,
.s:r '� -:�,. %; ,,. .. ,,,�,
xr`
i',Lr ( §r.". ,. ', i .n ,r ,< 'A .^s ^;,. Y'r, •`�
M, ,"y`` n' :_... :.. ` 1, - L„.:':"..
, ,:..�
p. Ns
B
g , '.. ,hi'' , w;cry } ,.;. a } �i3 n i ,.-. _ . t`r`"z ,*.'"'c.;; r� s '1T }•*,"=,fir
r.,+'FA` IIV
`^z„ ! .. ,3•,�`. f 1 u' _ ,y�v yy: ," -.
El
,
r tr • x- --, �4 .,n�,r .ka: x'I `� ..`. ', , .. _,.v. ,, %1 o f f.9E:. % ,� - l ! xvA 1 > ik,k k, e.
/� a.
i
h.
x
I
Y '""...,
.. r.., sx7 < �3„ ,/ y .,a
xw. -,.�. .7s��T.,...:..,_ xy ',�' �,5 .dOu���,. �: �f::-.,
-.-..__,...__ ,_. 'T?.:a: ..... �', .W ar ,A .3 �", a_� 4 �` ?-_y.. _°�
de e-, 's � 'D ,tt
s.,
c,
S
i
r
� 1
' yl' A32 ^ - O
5, 4
n
y � n
r IV 433
s
a
at
_..,.,—
k
PJ
u
4-
41
i
n
-
{
T.. ,.^� „ A✓ 1uid.., u k -s. J... + d+w 4, iv :-" s ,•, `U s..1.. •} SF` .. - -, ,.. -N!:r 'FF: _.. .x.:` a �'• „
e-,...:�<5 ..xi _.ahxn, :x._ �. M.nv_-u, ,....:...R ssl{. ..::3�'a 1�4n__..,.r-..,. ua�.vu*r: e> s..�..uY_-" ,..J: x,_«.... .,.,�.:Gaa Y:,i:. x..a. ,n.ksx .-. <,*L.e -t.,; ..o -,.e,.<.... ._...._.,nv ,u. -a, .xs' _., eS,.-. ,,sC,._r .xed <..:,ir: "v.�-,�-x, ,
w.. r"h; �'�Y'zs s:43aLv.:..
fYsrP
_ _ _ _ OM1. ,�.��,
INTERNATIONAL WA's
_. ,e..
F
.rv4As�:+a.
s
i
'o
y *�
J
J
9 •a
SCALE 7 INCH = 40 FEET
LIj 40 0 40 80
0 M22 HKS, INC.
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
623 10TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH SUITE 200
MURRAY UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
56481
bbl ALLYSIGNED `
OREGON
TNE1V M .
I WIRATION DATE: 6/30123
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
OVERALL GRADING
PLAN
SHEET
NO.
C4.00
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
62310TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
56481
OREGON
EXPIRATION DATE: 6/30123
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
IRKS. 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
OVERALL STORM
DRAINAGE PLAN
SHEET
NO.
MOO
I
I
I
F
0
Tc
" ._ _..... _«._ < _.... ,.r4x ,� c« ,*i,,.,. (:. W,"xi-;,.c.. �.,f, F _t. sr3'3 .:`�.,..ai".SS _. z..,,._.-) gap, ...ti.
•.r _ , ..k". ,, nr "e..'P`w_. ,.. . > ,)- ..
�.,,, o, � ,..,, _ „ ,,�„�
-.a
E E E E E E `� E-' E E.:r_�— E E
i ;
GROUNDS CLOTHING '
v
UIPMENT BUILDING - G BUILDING
FFF-43a 50
5 fl YARD
m I I LL hd
G U
G -G G 'G.. G G G
I �
LV ' � I ,lis..,, G . , __.�. _, + "j:>. "
5
a —
L_J r �P
P 4
z
r
( Ii
IT
P.
if l ,, �_ � � t � IN, ill L
i
i II'E _
I;.
I
h — — —
;� m d o r K 9�
— _ I 1
1 0 o I
E E =� E =.I-
E
EM -
t#
PLE
;I I ' a^*.a— Er T -- T �-- T-�.:,,4+,.-.. T -, FFE--0370
I I ry T , T —`� T ,
I..
k
21
rs I II 91
/j
:z .r
— Il
1
a> k
41
ff
9 >`
I�
�. I �, •II kq n, ',( x..l wv n r. `� i 1
a
h II
a
.,�`F
((
oe
f e
,
IT
I< �; v` Q Q
'
A.
1
u
.%' • i.; -- :. -. t, : ii - lid ,iis?z...eS.<, k•
e�.:J.,
_ss.,+�,��� „r✓ - :e a I. ��T-n�;,. _.�.: `' "T' Ue ,tq,L. 'i��s�+`s°a�...^ !`
1
At
,/ .hw' ,.8.
,t:r *.,d k r €i .}„ ^'.: ;r' k .. s;" i.. x. & r. a „�.,...-n 'If rixz .. vc„ �:^ VQ
C ,
.±3,s,'•5".' ,'a,}`
,': ALIGN. W -A _
, R' I ( sm..�.. v.. F� I-'6' - ,f'
T.,e yam'
axe I �* l%^ _. i T _''-...WFP WFWF— W FF' FY -,v,'P =-1.— _O� ',k I" d,`.'aa+',.
/ ",.
..... �
,.4$c...?a
N.
_el
__
•,.u. Y'I a,f x;,.,k , ',ro" __ - b,iw,9 .. 'itnN „ v. - ,,, r. '...\ e .::r .P.. _ .. 3 IT
F ))k.''i..
Ig
v„
sr41
,• .,.' ' -ic Ar/ Iry�,f SmF •:`s„' .;?✓'
'rS...",_. `4;! ux'acY er,;sz'd, .s. ..y.
I ,
w drra1 .>„I sswt :' ,..s.i'. ..:.: a au. :. ,. , . ,. , A.- , Y „k. <z ' .-1. e..,..
` g <
.,.n,,i' , �.... a. r ,. f , eu�,
_.a.,7 ' S , --,. _../:,.. .., / y.,. .,r” :�- rFris ,%?'
c px„d ,i?1"'fi4. c. '�
,. ...=s”' -Y`�
I pl I I r � _ �,�.. 4 __ "__. � _ ,� •a ...". .` ... .. �
„
0
1..
c I
n
s v
m
If
_ —
. ,,...-._., ,.......Y., _ .......:.. a. . ,_ _r
., -. ,.
.r u. 'm"... r ♦ > v , • a = +4 f -� . .9:., e.. F. .... ^?, a. [...< : F " m.v. < #'s: a.. ,
4.. ,. ,- h.. .. s f_ - ,o. r ,:; :: „.h:4,vu ,-fi,L4-.. .,ae.. e - a, ,..:,_...., t _.,.., .=xa: ), z., x..�€'
..0 .. £x. b+*'_'„+i,,.=.. ,-...a R•w ,f..<-,uvau: '.. ;:. ,.,'+1'-k�=S:,; �,r»s. `ks - .. .. at.,. a.^ ._t.. b2Y.,.,. _, <__.(t �..e. z:,._-.. ... .,+_..z.,, .,,. ,.,�„AI .,__.SGv_r _....v:w,: �.2 e."3�.. +L'�. ria. .... ,.. re:.t&; <,-, "...:549.. _z, ,..,.#S .k
,e3.+.,W __. v: -, ,., .. , „5. _. J5' _..-E. ,.
�xo—flsT'k ..w,. At.:._..
o
INTERNATIONAL WAY
000000
\
>
(1)
SCALE 1 INCH = 40 FEET
40 0 40 80
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
623 10TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
TEMPLE
56481
�73SK�P
EkPIBATION DATE: 6/30(23
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
OVERALL UTILITY PLAN
SHEET
®2022 HKS, INC.
MOO
DRAWING ABBREVIATIONS
A
AS
ANCHOR BOLT
AD
AREA DRAIN
AC
AIR CONDITIONING
ACT
ACOUSTICAL CEILING TILE
ADD
ADDENDUM
ADUL
ADDITIONAL
ADJ
ADJACENT
AFF
ABOVE FINISHED FLOOR
AGGR
AGGREGATE
ALALUM
ALUMINUM
ALT
ALTERNATE
ANOD
ANODIZED
APPROX
APPROXIMATE
ARCH
ARCHITECTURAL
COMM
COMMUNICATIONS
B.M.
BENCH MARK
BD
BOARD
BETW
BETWEEN
SF
BACKFACE
SG
BUMPER GUARD
BL
BUILDING LINE
BLDG
BUILDING
BLKG
BLOCKING
BM
BEAM
BOT
BOTTOM
SR
BUMPER RAIL
BRG
BEARING
BSMT
BASEMENT
SU ROD
BACK-UP ROD
BUR
BUILT-UP ROOF
BW
BEARING WALL
I�
C
COMPACT PARKING SPACE
CC
CUSICK CURTAIN
CDR
CARD READER
CEM
CEMENT
CER
CERAMIC
CG
CORNER GUARD
CIP
CAST IN PLACE
CJ
CONTROL JOINT
CJ
CONSTRUCTION JOINT
CL
CENTERLINE
CLG
CEILING
CUR
CLEAR
CMU
CONCRETE MASONRY UNIT
COL
COLUMN
COMM
COMMUNICATIONS
CONIC
CONCRETE
CONN
CONNECTION
CONST
CONSTRUCTION
CONT
CONTINUOUS
COORD
COORDINATE
CPE
CHLORINATED POLYETHYLENE
COON
CORRIDOR
OR
COLD ROLLED
CSK
COUNTERSUNK
CT
CERAMIC TILE
CTD
CENTERED
CTR
CENTER
CW
CURTAIN WAIL
D
GYPSUM BOARD
D
DEPTH
DBA
DEFORMED BAR ANCHOR
DET
DETAIL
OF
DECORATIVE FILM
DIA
DIAMETER
DIAPH
DIAPHRAGM
DIM
DIMENSION
DJ
DEFLECTION JOINT
DL
DEAD LOAD
ON
DOWN
ORG
DRAWING
DS
DOWNSPOUT
DINGS
DRAWINGS
OWLS
DOWELS
E
TRASH CHUTE
EA
EACH
EF
EACH FACE
EFG
ENTRANCE FLOOR GRILLE
EIFS
EXTERIOR INSULATION AND
INT
FINISH SYSTEM
EJ
EXPANSION JOINT
EL
ELEVATION
ELEC
ELECTRIC
ELEV
ELEVATOR
EOS
EDGE OF SLAB
EQ
EQUAL
EQUIP
EQUIPMENT
ESC
ESCALATOR
EW
EACH WAY
EWC
ELECTRIC WATER COOLER
EXIST
EXISTING
EXP BLT
EXPANSION BOLT
EXT
EXTERIOR
F
FO
FLOOR DRAIN
FDN
FOUNDATION
FE
FIRE EXTINGUISHER
FEC
FIRE EXTINGUISHER CABINET
FF
FINISH FLOOR
FHC
FIRE HOSE CABINET
FIB
FIBERGLASS
FIN
FINISH
FLR
FLOOR
FS
FAR SIDE
FT
FOOT
FT
FLOOR TRANSITION
FTG
FOOTING
FV
FIELD VERIFY
FVC
FIRE VALVE CABINET
G
MECHANICAL
GA
GAUGE
GALV
GALVANIZED
GB
GRADE BEAM
GEN
GENERAL
GFRC
GLASS -FIBER REINFORCED
MIN
CONCRETE
GI
GALVANIZED IRON
GL
GLASS
GM
GLAZED MASONRY UNIT
ONO
GROUND
OR
GRADE
GRG
GLASS -REINFORCED GYPSUM
GYP BD
GYPSUM BOARD
HB
UNDERLAYMENT
RCP
HOSE BIB
HDW
HARDWARE
HDWO
HARDWOOD
HK
HOOK
HM
HOLLOW METAL
NOR
HORIZONTAL
HP
HIGH POINT
HR
HOUR
HS
HEADEDSTUD
HSKP
HOUSEKEEPING
HT
HEIGHT
HW
HANDWASH
HW
HEAD OF WALL
TRSH CH
TRASH CHUTE
IBC
INTERNATIONAL BUILDING
TYP
CODE
ID
INSIDE DIAMETER
INSUL
INSULATION
INT
INTERIOR
J
A6.21
K
SIGNAGE PLAN - LEVEL 0 (LOWER) & 1 (MAIN)
K
KIPS It 000 LB)
KO
KNOCK -OUT
KP
KICKPLATE
KPD
KEYPAD
KSF
KIPS PER SQUARE FOOT
L
L
ANGLE
'A4'
LAVATORY
LG
LONG
LKB
LOCKABLE
LL
LIVE LOAD
LLH
LONG LEG HORIZONTAL
LLV
LONG LEG VERTICAL
LOC
LOCATION
LP
LOW POINT
LT
LIGHT
LWC
LIGHTWEIGHT CONCRETE
M
PUSH PLATE
MAS
MASONRY
MAT'L
MATERIAL
MAX
MAXIMUM
MECH
MECHANICAL
MEMB
MEMBRANE
MEP
MECHANICAL, ELECTRICAL
PT
AND PLUMBING
MFG
MANUFACTURER
MOO
MEDICAL GAS OUTLET
MIN
MINIMUM
MISC
MISCELLANEOUS
MO
MASONRY OPENING
MOB
MEDICAL OFFICE BUILDING
MOD BIT
MODIFIED BITUMEN
MOD
MODIFIED
MSL
MEAN SEA LEVEL
MTL
METAL
i
NA
NOT AVAILABLE
NIC
NOT IN CONTRACT
NOM
NOMINAL
NS
NEARSIDE
NTS
NOT TO SCALE
NWC
NORMAL WEIGHT
CONCRETE
PENTHOUSE
YA
OA
OC
OD
OD
OFCI
OFOI
OH
OPNG
OPP
OSF
OTS
P
OVERALL
ON CENTER
OUTSIDE DIAMETER
OVERFLOW DRAIN
OWNER FURNISHED,
CONTRACTOR INSTALLED
OWNER FURNISHED, OWNER
INSTALLED
OPPOSITE HAND
OPENING
OPPOSITE
OUTSIDE FACE
OPEN TO STRUCTURE
P LAM
PLASTIC LAMINATE
PC
PRECAST CONCRETE
PCF
POUNDS PER CUBIC FOOT
PCP
PORTLAND CEMENT
SECT
PLASTER
PENT
PENTHOUSE
PL
PROPERTY LINE
PL
PLATE
PLUMB
PLUMBING
PLYWD
PLYWOOD
PP
PUSH PLATE
POL
POLISHED
PORT CEM
PORTLAND CEMENT
PR
PAIR
PREFAB
PREFABRICATED
PSF
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
PT
POINT
PT
PNEUMATIC TUBE
PTD
PAINTED
STIFF
STIFFENER
RR
RISER
RAD
RADIUS
RAF
RUBBERIZED ASPHALT
SYM
FLASHING
RAM
RUBBERIZED ASPHALT
T
MEMBRANE
RAU
RUBBERIZED ASPHALT
T&B
UNDERLAYMENT
RCP
REFLECTED CEILING PLAN
RD
ROOF DRAIN
REBAR
REINFORCING BAR
RECP
RECEPTACLE
REF
REFER OR REFERENCE
REINF
REINFORCING
RELOC
RELOCATE/RELOCATED
REQ'D
REQUIRED
RFVC
RECESSED FIRE VALVE
TOP
CABINET
RM
ROOM
RO
ROUGH OPENING
S
TOP OF STEEL
SAB
SOUND ATTENUATION
VAR
BLANKET
SBC
STANDARD BUILDING CODE
SCHED
SCHEDULE
SOL
SUPERIMPOSED DEAD LOAD
SECT
SECTION
S/H
SINGLE HUNG
SHWR
SHOWER
SIM
SIMILAR
SO
STRUCTURAL OPENING
BOG
SLAB ON GRADE
SP
STANDPIPE
SPA
SPACE, SPACING
SPEC
SPECIFICATION
SQ
SQUARE
SS
STAINLESS STEEL
SSF
SOLID SURFACE
STA
STATION
STC
SOUND TRANSMISSION
WWF
CLASS
STD
STANDARD
STIFF
STIFFENER
STIR
STIRRUP
STL
STEEL
STRUC
STRUCTURAL
SYM
SYMMETRICAL
SYS
SYSTEM
T
Q
BUILDING WALL
TREAD
T&B
TOP AND BOTTOM
TO
TOP OF CURB
TD
TRENCH DRAIN
TEL
TELEPHONE
TEMP
TEMPERATURE
THK
THICK
TLT
TOILET
TO
TOP OF
TOB
TOP OF BEAM
TOC
TOP OF CONCRETE
TOP
TOP OF FOOTING
TOP
TOP OF PARAPET
TOS
TOP OF SLAB
TOSTL
TOP OF STEEL
TRSH CH
TRASH CHUTE
TW
TOP OF WALL
TYP
TYPICAL
U
UIC
UIG
UNO
UNDER COUNTER
UNDERGROUND
UNLESS NOTED OTHERWISE
VAR
VARIES
VCT
VINYL COMPOSITION TILE
VERT
VERTICAL
VEST
VESTIBULE
VWC
VINYL WALL COVERING
SAND EIFS FINISH COAT
EXTERIOR GYPSUM
SHEATHING
W/
WITH
WIC
WHEELCHAIR
W/O
WITHOUT
W
WIDTH
WP
WATERPROOFING)
WD
WOOD
WF
WIDE FLANGE
WL
WIND LOAD
WP
WORK POINT
WPO
WORK POINT - POINT OF
GYP BO
ORIGIN
WPI
WORK POINT -NUMBERED
WWF
WELDED WIRE FABRIC
INDEX OF DRAWINGS
NUMBERING SYSTEM:
DISCIPLINE:
C- CIVIL
L -LANDSCAPE
A -ARCHITECTURE
AC - ACOUSTIC
M - MECHANICAL
E - ELECTRICAL
EE- EXTERIOR ENCLOSURE
P - PLUMBING
S -STRUCTURAL
[-INTERIORS
LEGEND
MATERIALS
INDEX OF DRAWINGS
SERIES NUMBER
CONCRETE( PRECAST
CONCRETE
ROOM NAME/NUMBER
SHEET NUMBER WITHIN SERIES
CORNER GUARDS
GYPSUM BOARD
L
�
o
SOIL
NUMBER OF PLAN, DETAIL, ETC.
ROOF WALL ELEVATIONS
SAND EIFS FINISH COAT
EXTERIOR GYPSUM
SHEATHING
CUBICLE CURTAIN
ON SHEET
A2.10/01
3,433 BASEMENT
BRICK
®
LEGEND
MATERIALS
INDEX OF DRAWINGS
ACTUAL/PROVIDED
CONCRETE( PRECAST
CONCRETE
ROOM NAME/NUMBER
4
CORNER GUARDS
GYPSUM BOARD
L
�
o
SOIL
TRACK
ROOF WALL ELEVATIONS
SAND EIFS FINISH COAT
EXTERIOR GYPSUM
SHEATHING
CUBICLE CURTAIN
OR CEMENT PLASTER
CENTERLINE
3,433 BASEMENT
BRICK
®
SUPPLYAIR
AZA
EXTERIOR CEMENT
BOARD
EXTERIOR ART GLASS
CMU
A3
PARTITION TYPE WITH NO
STONE
COATED GLASS MAT
Elp
SOUND ATTENUATION
WATER RESISTANT
COLUMN CENTERLINE
GLASS MINERAL FIBER
GYP BO
�J
BATT INSULATION
AAA
PARTITION TYPE WITH
GLASS MINERAL FIBER
SEMI RIGID INSULATION
PLYWOOD
J
Y 3
SOUND ATTENUATION
A6.12
UNMINERAL
WOOL SEMI RIGID
INSULATION
Iln
WALLSECTIONS
DEMOLITION NUMBERED
COVER BOARD
JOINT
EXPANDED POLYSTYRENE
RIGID INSULATION
NOTES
;EXTERIOR PILASTER DETAILS
FIXTURE
Q
BUILDING WALL
EXTRUDED POLYSTYRENE
RIGID INSULATION
CMU WALL
01
O.X
POLYISOCYANURATE RIGID
INSULATION
A7.10
FIXTURE
SUSPENDED FLUORESCENT
1
DRAWING SYMBOLS
INDEX OF DRAWINGS
ACTUAL/PROVIDED
ROOM NAME
ROOM NAME/NUMBER
4
CORNER GUARDS
XXXXX
�
o
-T`j I1jI
TRACK
ROOF WALL ELEVATIONS
EXISTING COLUMN
38,000 SF
CUBICLE CURTAIN
A9.11`
CENTERLINE
3,433 BASEMENT
ARROW INDICATES
®
SUPPLYAIR
AZA
DIRECTION
EXTERIOR ART GLASS
A0.00
A3
PARTITION TYPE WITH NO
-BEAMS
RETURN AIR
Elp
SOUND ATTENUATION
•
COLUMN CENTERLINE
•
AO.02
�J
EXHAUSTAIR
AAA
PARTITION TYPE WITH
OACCESSORY
ACCESS PANEL
J
Y 3
SOUND ATTENUATION
A6.12
A0.04
AXETR N -NORTHEAST
O OM IC
EXPANSION
WALLSECTIONS
DEMOLITION NUMBERED
A0.05
JOINT
OBUILDING
1
NOTES
;EXTERIOR PILASTER DETAILS
FIXTURE
Q
BUILDING WALL
CMU WALL
01
O.X
SECTION
A7.10
FIXTURE
SUSPENDED FLUORESCENT
AUXILIARY BUILDING DETAILS
NEW WALL
A-
ELEVATION
Q
DOWNLIGHT
01
O.X
SECTION DETAIL
A8.10
STRIP LIGHT
_
INTERIOR SECTION
FINISH SCHEDULES
00
AO.XX:'01
DECORATIVE FIXTURE
GROUNDS BUILDING ISOMETRIC
-40
01
AO.XX
PLAN, BLOW-UP DETAIL
REFLECTED CEILING ENLARGE PLAN -LEVEL 01
ENLARGED FLOOR FINISH INFORMATION
O
INTERIOR ELEVATION
A5.05
i EXTERIOR ELEVATIONS - PORTICO
A820
NDICATOR
A6.13'
(WALL SECTIONS
• :.
A9
FF&E PLAN - LEVEL 2(MECH)
A6.21
EDGE OF SLAB
SIGNAGE PLAN - LEVEL 0 (LOWER) & 1 (MAIN)
TFACE
_
AB22
'EXTERIOR PILASTER DETAILS
05STRUCTURAL
OF BUILDING
A6.23
_
EXTERIOR PILASTER DETAILS
+9'-0"
CEILING HEIGHT
TYPICAL FOOTING & FOUNDATION DETAILS
A7.00
CEILING SYMBOLS
INDEX OF DRAWINGS
ACTUAL/PROVIDED
Sheet Number
GYP BD CEILING
4
WALL MOUNTED
FLUORESCENT FIXTURE
O
�
o
U
EXITSIGNS- HATCH
ROOF WALL ELEVATIONS
MAX SINGLE FLOOR AREA
38,000 SF
INDICATES EXIT TEXT AND
A9.11`
ENLARGED RESTROOM FLOOR FINISH PLAN
3,433 BASEMENT
ARROW INDICATES
®
SUPPLYAIR
PLUMBING ENLARGED PLANS
DIRECTION
EXTERIOR ART GLASS
A0.00
_
COVER
W..fCiKE DETECTOR
-BEAMS
RETURN AIR
AO.01
SPEAKER
•
•
•
AO.02
®
EXHAUSTAIR
.�. /
' , L/
I�1 \
PROJECTOR
®
ACCESS PANEL
Q
WALL WASHER
A6.12
A0.04
AXETR N -NORTHEAST
O OM IC
A6.14
WALLSECTIONS
FLUORESCENT LIGHT
A0.05
PENDANT TYPE LIGHT
PLUMBING FONT SCHEMATIC
A620
;EXTERIOR PILASTER DETAILS
FIXTURE
Q
SUSPENDED LIGHT
WALL MOUNTED LIGHT
A1.14
CLOTHING BUILDING PLANS 8 EXTERIOR ELEVATIONS
A7.10
FIXTURE
SUSPENDED FLUORESCENT
AUXILIARY BUILDING DETAILS
_
PLUMBING SITE PLAN
A8.01
LIGHT
Q
DOWNLIGHT
O
CHANDELIER
A8.10
STRIP LIGHT
DECORATIVE LIGHTING FIXTURE INFO
A9.W
FINISH SCHEDULES
00
1 I
\ I
DECORATIVE FIXTURE
GROUNDS BUILDING ISOMETRIC
-40
FINISH PLAN -LEVEL I(MAIN)
A4.12
REFLECTED CEILING ENLARGE PLAN -LEVEL 01
ENLARGED FLOOR FINISH INFORMATION
SHEET INDEX
'
INDEX OF DRAWINGS
ACTUAL/PROVIDED
Sheet Number
SHEET NAMEi,
Sheel Number
! SHEET NAME
O
�
o
U
A5.07
ROOF WALL ELEVATIONS
MAX SINGLE FLOOR AREA
38,000 SF
A5.21
A9.11`
ENLARGED RESTROOM FLOOR FINISH PLAN
3,433 BASEMENT
A5.31
EXTERIOR WINOOWTYPES
01 ARCHITECTURE
PLUMBING ENLARGED PLANS
A5.41
EXTERIOR ART GLASS
A0.00
_
COVER
EXTERIOR ART GLASS
-BEAMS
A5.43-
AO.01
PROJECT INFORMATION
•
•
•
AO.02
ENERGY CODE INFORMATION
is
I
BUILDING SECTION EW
AO.03
AXONOMETRIC-SOUTHWEST
WALL SECTIONS
BICYCLE PARKING SPACES
A6.12
A0.04
AXETR N -NORTHEAST
O OM IC
A6.14
WALLSECTIONS
A0.05
RESPONSIBILITY MATRIX
PLUMBING FONT SCHEMATIC
A620
;EXTERIOR PILASTER DETAILS
_
AO.10
MOCKUP
'iSTONE MOTIF DETAILS
A7.01
A1.14
CLOTHING BUILDING PLANS 8 EXTERIOR ELEVATIONS
A7.10
SECTION DETAILS
_
A1.15
AUXILIARY BUILDING DETAILS
_
PLUMBING SITE PLAN
A8.01
STAIR PLANS & SECTIONS
ALS.01
LIFE SAFETY PLANS
_
STAIR PLANS & SECTIONS
A8.10
A3.86
DECORATIVE LIGHTING FIXTURE INFO
A9.W
FINISH SCHEDULES
00
A3.87
IDECORA71VE LIGHTING FIXTURE INFO
GROUNDS BUILDING ISOMETRIC
-40
FINISH PLAN -LEVEL I(MAIN)
A4.12
REFLECTED CEILING ENLARGE PLAN -LEVEL 01
ENLARGED FLOOR FINISH INFORMATION
•
A9.13'-
A5.05
i EXTERIOR ELEVATIONS - PORTICO
A820
'FF&E PLAN - LEVELO LOWER
A6.13'
(WALL SECTIONS
• :.
A9
FF&E PLAN - LEVEL 2(MECH)
A6.21
(EXTERIOR PILASTER DETAILS
SIGNAGE PLAN - LEVEL 0 (LOWER) & 1 (MAIN)
05 STRUCTURAL
_
AB22
'EXTERIOR PILASTER DETAILS
05STRUCTURAL
A6.23
_
EXTERIOR PILASTER DETAILS
FIRE PROTECTION DETAILS
SB601
TYPICAL FOOTING & FOUNDATION DETAILS
A7.00
ISELOW GRADE WATERPROOFING DETAILS
TYPICAL FOOTING & FOUNDATION DETAILS
S6503
A9.01
I INTERIOR STONE INFORMATION
58511
TYPICAL MASONRY WALL ON CONCRETE FOUNDATION WALL
02 CIVIL
CONCRETE SCHEDULES
SYMBOLS, SCHEDULES AND NOTES
SB60 2
REINFORCING SCHEDULE$
COVER SHEET AND NOTES
MASONRY SCHEDULES
SE004
C1.01
EXISTING CONDITIONS PLAN
SE002'
GENERAL STRUCTURAL NOTES
C1.02
OND
EXISTINGC TIONS PLAN 1
_
CONTROLS -RELAY PANELS
SF10102
MAIN FLOOR FRAMING PLAN TEMPLE
1
COS
EXISTING CONDITIONS PLAN
MEZZANINE FLOOR/LOW ROOF FRAMING PLAN -TEMPLE
_
SF103
C2.01
__
DEMOLITION PLAN
__•
,SPIRE FRAMING PLANS -TEMPLE
_• _•
C300
HORIZONTAL CONTROL PLAN
LEVEL 01 LIGHTING PLAN OVERALL PLAN
SF202
ICFELEVATIONS
C3.01
'PAVING PLAN
ICF ELEVATIONS
SF204
C3.02
PAVING PLAN
S F211
SPIRE SRACED FRAME ELEVATIONS I
C3.10
FIRE ACCESS DIAGRAM
LEVEL 01 LIGHTING PLAN - ZONED
SF213
CONCRETE SHEAR WALL& JAMB COLUMN SCHEDULE AND
DETAILS
C4.00
OVERALL GRADING PLAN
CONCRETE SHEAR WALL DETAILS
•
SF221
C401
GRADING PLAN
SF222
_
SPIRE BRACED FRAME DETAILS
C462
GRACING PLAN
ENLARGED TEMPLE TOWER
SF224
BUCKLING RESTRAINED BRACE DETAIL
C4.03
GRADING PLAN
BUCKLING RESTRAINED BRACE SCHEDULE
•
SF401
C4.04
GRADING PLAN
SF402
GROUNDS BUILDING ENLARGED PLANS
C4.05
GRADING PLAN
LEVEL 62 MECHANICAL PLAN
SF601
TYPICAL CONCRETE OVER STEEL DECK DETAILS
C4.06
GRADING PLAN
TYPICAL FLOOR FRAMING DETAILS
•
SF503
C4.07
_
GRADING PLAN
SF504
FLOOR FRAMING DETAILS
e
C5.00
OVERALL STORM DRAINAGE PLAN
LEVEL 02( MECH) POWER PLAN
SF508
IICF DETAILS
C5.01
STORM DRAINAGE PLAN
(TYPICAL ROOF FRAMING DETAILS
SF512
C5.02
ISTORM DRAINAGE PLAN
SF613
I ROOF FRAMING DETAILS
i
C5.03
ORM RAI GE
I ST DRAINAGE STRUCTURE TABLES
CLOTHING BUILDING ELECTRICAL PLANS
SF521
STAIR FRAMING DETAILS
06.00
OVERALL UT ILITY PLAN
TYPICAL STEEL FRAMING SCHEDULES
SF602
C8.01
UTILITY PLAN
SF603
_
STEEL DECK SCHEDULES
•
C6.02
UTILITY PLAN
'
SS02
JAMB SCHEDULE- STANDARD FRAMING
C6.03
SANITARY SEWER PROFILES
HEADER &SILL SCHEDULE$- STANDARD FRAMING
8804
C6.04
DOMESTIC WATER PROFILES
5505
HEADER &SILL SCHEDULES -SPECIAL FRAMING
06.05
F PROTECTION TION PROFILES
I C
____ _
ELECTRICAL DIAGRAMS
S808
I HEAD OF WALL DETAILS
C701
DETAILS_
,HEAD OF WALL DETAILS
SS10
C7.02
DETAILS
SS11
-.STEEL STUD DETAILS
.•
C703
C704
(DETAILS
(DETAILS
SITE PHOTOMETRIC PLAN
SS13
SUSPENDED WALKABLE GYPSUM CEILING DETAILS
C7.05
DETAILS
SUSPENDED NON -WALKABLE GYPSUM CEILING DETAILS
$515
C8.04
DETAILS ESCP
SS16
NON -WALKABLE FRAMED CEILING DETAILS
C8.05
UTILIN ESCP
_
SW001
NON -LOAD BEARING EXTERIOR STUD WALL SCHEDULE
C8.06
FULL BUILDOUT ESCP
EXTERIOR STEEL STUD ELEVATION
SW202.
03LANDSCAPE
ET110
SW203
EXTERIOR STEEL STUD ELEVATION
L1.0
IHARDSCAPEPLAN
• :'
SW501
.STUD WALL ELEVATIONS AND DETAILS
L1.1
LANDSCAPE FURNISHINGS PLAN
EXTERIOR STEEL STUD DETAILS
06 MECHANICAL
1-1.2
HARDSCAPE ENLARGEMENTS
MORD
MECHANICAL SYMBOLS ANDLEGEND
•
L2.0
PLANTING PLAN
LEVEL 02 TECHNOLOGY PLAN
M2.00
MECHANICAL PLAN dEVELO tOWER)
L2.1
PLANTING PLAN ENLARGEMENT -NW
MECHANICAL PLAN -LEVEL 1 (MAIN)
M2.02
L2.2
PLANTING PLAN ENLARGEMENT -NE
M2.03
ROOF MECHANICAL PLAN -ROOF
. •
L2.3
PLANTING PLAN ENLARGEMENT -SW
LEVEL 02 AUDIO VISUAL PLAN
M2.11
''. MECHANICAL PLAN- LEVEL I(MAIN) AREA
L2.4
PLANTING PLAN ENLARGEMENT - SE
(MAIN)
MECHANICAL LOWER RETURN PLAN -LEVEL( MAIN
M2.12
L2.5
PLANTING PLAN ENLARGEMENT -EAST
M2.012
MECHANICAL PLAN- LEVEL i DIFFUSER LAYOUT
_
L3.0
IRRIGATION PLAN - OVERALL
AV BOX DETAIL- EQUIP SCHEDULE
M2.14
on
L3.1
IRRIGATION PLAN -NORTH
MECHANICAL ISOMETRIC - LEVEL 0(LOWER)
•
M3.01
L3.2
_
: IRRIGATION PLAN - SOUTH
M3.02
MECHANICAL ISOMETRIC - LEVEL 2(MECH)
•
L3.3
IRRIGATION PLAN -SWTF AND DETAILS
AV WIRING-CLOCK-RM-0IRAPHIC PANEL
M5.01
MECHANICAL DETAILS
L4.0
HARDSCAPE DETAILS
MECHANICAL DETAILS
M5.03
L4.1
HARDSCAPE DETAILS -FENCING
M5.04
•
•
L4.2
FENCE ELEVATIONS
M6.02
MECHANICAL SCHEDULES
L4.3
PLANTING DETAILS
MECHANICAL SCHEDULES
pw---
M6.04
L4.4
IRRIGATION DETAILS
M7.01
•
L4.5
IRRIGATION DETAILS
_
ME000
MECHANICAL SYMBOLS AND LEGEND
IAR
_
IRRIGATION DETAILS
MECHANICAL GENERAL NOTES
MM01
04 ARCHITECTURE
M17.02
MECHANICAL CONTROLS
A1.01
_
ARCHITECTURAL SITE PLAN
•
•
'',
A7.M
MAIN ENTRY PLAZA INFORMATION
M17.05
MECHANICAL CONTROLS
A1.03
SITE WALL INFORMATION
M17.07
MECHANICAL CONTROLS
A1.04•
SITE ELEVATIONS
MECHANICAL PIPING PLAN - LEVEL 0(LOWER)
MP2.01
Al 0W
ORNAMENTAL FENCE DETAILS
MP2.02
MECHANICAL PIPING PLAN -LEVEL 2(MECH)
A1.07
MONUMENT SIGN INFO
MP2.11
MECHANICAL PIPING PLAN- LEVEL I(MAIN) AREA
A1.11
GROUNDS BUILDING PLANS AND EXTERIOR ELEVATIONS
,ME CHANICAL PIPING PLAN -LEVEL( MAIN)AREA 2
MP2.13
A1.12
'.GROUNDS BUILIDNG PLANS & INTERIOR ELEVATIONS
MP2A4'
! MECHANICAL PIPING PLAN -LEVEL I(MAIN) AREA
A1.13
BICYCLE SHELTER
• '•.
MP3.01
I MECHANICAL PIPING ISOMETRIC -LEVEL ((MAIN)
A1.20
_
'SLAB PLAN - LEVEL 0(LOWER)
ENLARGED MECHANICAL PIPING PLAN - LEVEL 2 (MECH)
MP4.02
A1.21
SLAB PLAN - LEVELI(MAIN)
MP7.01
MECHANICAL HEATING WATER SCHEMATIC
A1.22
1SLAB PLAN - PENTHOUSE MECH)
MS1.01
MECHANICAL SITE PLAN
A1.30
DIMENSIONAL CONTROL PLAN-LEVELO(LOWERJ
MECHANICAL PLAN- GROUNDS BUILDING
MZ2,00
A7.31
DIMENSIONAL CONTROL PLAN - LEVEL 1(MAIN)
M22.01
MECHANICAL HVAC ZONE PLAN - LEVELi(MAIN)
A1.32
DIMENSIONAL CONTROL PLAN - PENTHOUSE(MECH)
07 PLUMBING
A2.00
FLOOR PLAN - LEVEL 0(LOWER)
•
•
'..
A2.01
FLOOR PLAN - LEVEL 1(MAIN)
P1.90B
(PLUMBING PLAN- BELOW LEVEL 0(LOWER)
'..
A2.02
FLOOR PLAN- PENTHOUSE (MECH)
P2.01
PLUMBING PLAN -LEVEL 1 (MAIN)
A2.03
ROOF PLAN OVERALL
PLUMBING PLAN -LEVEL 2(MECH)
P2.03
A2.04
SINGLE PLY ROOFING DETAILS 01
P2.10
PLUMBING PLAN - LEVEL 0(LOWER)
A2.11
. FLOOR PLAN - LEVEL I (MAIN) AREA A
P2.12
PLUMBING PLAN- LEVEL ((MAIN) AREA
A2.12
(FLOOR PLAN- LEVEL I(MAIN) AREA B
PLUMBING PLAN - LEVEL i (MAIN) AREA 3
P2.14
_
A2.13
:FLOOR PLAN- LEVEL I(MAIN) AREA C
P3.00
PLUMBING ISOMETRIC- LEVEL 0 DEWATERING
A2.14
(FLOOR PLAN- LEVEL I(MAIN) AREA
P3.02
! PLUMBING ISOMETRIC -DOMESTIC
A2.20
':.1102 ENTRY, 1100 VESTIBULE ENLARGED PLANS & INTERIOR
ELEVATIONS
•
P3.04
A2.21
1102 ENTRY, RECOMMEND DESK DETAILS
P4.0]
PLUMBING ENLARGED PLANS
A2.22
1102 ENTRY, RECOMMEND DESK DETAILS
A2.23
1102 ENTRY, SCREEN WALL
AQ 26
1106 WAITING ENLARGED PLANS & INTERIOR ELEVATIONS
A2.30
1500 BAPTISTRY ENLARGED PLAN 81NTERIOR ELEVATIONS
A2.31
1501 BAPTISTRY FONT PLANS, ELEVATIONS 8 SECTIONS
A2.32
1501,1636,1537 BAPTISTRY FONT ELEVATIONS
A2.33
1501 BAPTISTRY FONT DETAILS
A2.34
1501 BAPTISTRY FONT DETAILS
A2.40
1310 INSTRUCTION ROOM ENLARGED PLAN & INTERIOR
ELEVATIONS
A2.41
:. 1304 INSTRUCTION ENLARGED PLANS & INTERIOR ELEVATIONS
A2.42
1304 INSTRUCTION ALTAR
A2.50
1302 LOBBY ENLARGED PLAN& INTERIOR ELEVATIONS
A2.51
1302 LOBBY, CARPET CARVING DETAIL
A2.60
1322 LARGE SEALING RM ENLARGED PLANS & INTERIOR
ELEVATIONS
•
•
1.
A2.65
1318 SEALING RM ENLARGED PLANS & INTERIOR ELEVATIONS
A2.66
1322,1318 ALTAR DETAILS
A2.67
13%1304,1322,1318 ALTAR DETAILS
A2.70
1224 BRIDE ENLARGED PLAN & INTERIOR ELEVATIONS
A2.80
1130 ADMIN OFFICES INTERIOR ELEVATIONS
A2.81
1130 INTERIOR MILLWORK AT ADMIN COUNTER
A3AO(PARTITION
TYPES, HEAD OF WALL AND BLOCKING DETAILS
A3.01
(GYP SD DETAILS & GYP FINISH PLANS
A3.10
_
:METAL FABRICATIONS 01
A3.20
ADAAWANSI TOILET LAYOUTS, EQUIP. & ACCESSORIES
A3.22
INTERIOR DETAILS
A3.25
LOCKER, STONE/TILE DETAILS, SHOWER DETAILS WITH SLAB
DEPRESSION
A3.30
DOOR, ACCESSORIES. WALL PROT. EQUIP, CORNER GUARD
INFORMATION
A3.31
DOOR HARDWARE, PLINTH BLOCKS & DETAILS
A3.33
DOOR SCHEDULE
A3.41
INTERIOR ART GLASS
A3.42
INTERIOR ART GLASS
A3.43
INTERIOR ART GLASS
A3.60
CABINET STANDARDS
A3.51
MILLWORK PROFILES - BASE &WALL TRIM
•
-1
A3.62
MILLWORK PROFILES- WALL TRIM, FRIEZE & ENTABLATURE
A3.64
PILASTER TYPES & DETAILS
A3.55
PILASTER DETAILS
A3.56
_
WAINSCOT INFORMATION
j
A&W
;INTERIOR MILLWORK DETAILS
A3.67
INTERIOR MILLWORK DETAILS
A3.68
'.INTERIOR DETAILS
A370
_
( INTERIOR ELEVATIONS
A3.71
1 INTERIOR ELEVATIONS
A3.72
-INTERIOR ELEVATIONS
•
A3.73
INTERIOR ELEVATIONS
A3.74
INTERIOR ELEVATIONS
A3.75
INTERIOR ELEVATIONS
A3.76
INTERIOR ELEVATIONS
A3.77
INTERIOR ELEVATIONS
A3.78
INTERIOR ELEVATIONS
A3.80
INTERIOR WALL SECTIONS
A3.81
DECORATIVE LIGHTING FIXTURE, HOIST, FF&E INFO
•
•_
A3.82
DECORATIVE LIGHTING FIXTURE INFO
A3.83
''' DECORATIVE LIGHTING FIXTURE INFO
A3.84
'DECORATIVE LIGHTING FIXTURE INFO
A3.85
DECORATIVE LIGHTING FIXTURE INFO
A4.00
REFLECTED CEILING PLAN - LEVEL 0 LOWER)
A4.01
REFLECTED CEILING PLAN - LEVEL 1 (MAIN)
A4.02
REFLECTED CEILING PLAN - LEVEL 2(MECH)
A4.03
CEILING DECORATIVE PAINT
A4.10
CEILING DETAILS
_
".It
REFLECTED CEILING ENLARGE PLAN - LEVEL 01
A4.13
REFLECTED CEILING ENLARGE PLAN - CORRIDOR
A5.01
EXTERIOR ELEVATION - SOUTH
A5.02
EXTERIOR ELEVATION - WEST
A5.03
EXTERIOR ELEVATION - NORTH
•
•
A5.04EXTERIOR
ELEVATION - EAST
A5.06
TOWER ELEVATIONS
SHEET INDEX
'
INDEX OF DRAWINGS
ACTUAL/PROVIDED
Sheet Number
SHEET NAMEi,
O
O U
N N
NN
O
� �
v
N
O
Olf
A5.07
ROOF WALL ELEVATIONS
MAX SINGLE FLOOR AREA
38,000 SF
A5.21
ENLARGED ELEVATIONS
PLUMBING ENLARGED PLANS
3,433 BASEMENT
A5.31
EXTERIOR WINOOWTYPES
P4.03
PLUMBING ENLARGED PLANS
A5.41
EXTERIOR ART GLASS
-COLUMNS
A5.42
EXTERIOR ART GLASS
-BEAMS
A5.43-
EXTERIOR ART GLASS
P5.02
A&44
EXTERIOR ART GLASS
33,810 PROJECT TOTAL
A6.01
BUILDING SECTION NIS
PLUMBING DETAILS
A6.02
BUILDING SECTION EW
• '_
A6.11
WALL SECTIONS
BICYCLE PARKING SPACES
A6.12
WALL SECTIONS
•_
A6.14
WALLSECTIONS
A6.15S'
ENVELOPESTUDEES
PLUMBING FONT SCHEMATIC
A620
;EXTERIOR PILASTER DETAILS
A6.52 `
'iSTONE MOTIF DETAILS
A7.01
PLAN DETAILS
i
A7.10
SECTION DETAILS
A7.12
SECTION DETAILS
_
PLUMBING SITE PLAN
A8.01
STAIR PLANS & SECTIONS
A8.02
_
STAIR PLANS & SECTIONS
A8.10
STEEL STAIR PLANS, SECTIONS, AND DETAILS 01
PU2.00
A9.W
FINISH SCHEDULES
00
A002
FINISH INFORMATION
GROUNDS BUILDING ISOMETRIC
A9.10
FINISH PLAN -LEVEL I(MAIN)
A9.12
ENLARGED FLOOR FINISH INFORMATION
•
A9.13'-
ENLARGED FLOOR AND WALL FINISH INFORMATION
FP2.00
A820
'FF&E PLAN - LEVELO LOWER
A921
IWAIN)
'FF&E PLAN - LEVEL(AIN
• :.
A9
FF&E PLAN - LEVEL 2(MECH)
_
A93022
SIGNAGE PLAN - LEVEL 0 (LOWER) & 1 (MAIN)
05 STRUCTURAL
FP3.01
05STRUCTURAL
6B100
FOOTING& FOUNDATION PLAN -TEMPLE
FIRE PROTECTION DETAILS
SB601
TYPICAL FOOTING & FOUNDATION DETAILS
SB502
TYPICAL FOOTING & FOUNDATION DETAILS
S6503
FOOTING& FOUNDATION DETAILS
08 ELECTRICAL
58511
TYPICAL MASONRY WALL ON CONCRETE FOUNDATION WALL
SE601
CONCRETE SCHEDULES
SYMBOLS, SCHEDULES AND NOTES
SB60 2
REINFORCING SCHEDULE$
SB611
MASONRY SCHEDULES
SE004
GENERAL STRUCTURAL NOTES
E003
SE002'
GENERAL STRUCTURAL NOTES
SE003
I LEGENDS & ABBREVIATIONS
_
CONTROLS -RELAY PANELS
SF10102
MAIN FLOOR FRAMING PLAN TEMPLE
• •
SF1
MEZZANINE FLOOR/LOW ROOF FRAMING PLAN -TEMPLE
_
SF103
ROOF FRAMING PLAN -TEMPLE
•
SF104
,SPIRE FRAMING PLANS -TEMPLE
_• _•
SF"0'
(ICF ELEVATIONS
LEVEL 01 LIGHTING PLAN OVERALL PLAN
SF202
ICFELEVATIONS
SF203
ICF ELEVATIONS
SF204
ICF ELEVATIONS
EL110.B
S F211
SPIRE SRACED FRAME ELEVATIONS I
SF212
CONCRETE SHEAR WALL REINFORCEMENT DIAGRAM
LEVEL 01 LIGHTING PLAN - ZONED
SF213
CONCRETE SHEAR WALL& JAMB COLUMN SCHEDULE AND
DETAILS
SF214'
CONCRETE SHEAR WALL DETAILS
•
SF221
BRACED FRAME ELEVATIONS
EL120
SF222
_
SPIRE BRACED FRAME DETAILS
SF223:.
BRACED FRAME SCHEDULE AND DETAILS
ENLARGED TEMPLE TOWER
SF224
BUCKLING RESTRAINED BRACE DETAIL
SF225
BUCKLING RESTRAINED BRACE SCHEDULE
•
SF401
STAIR AND ENLARGED FRAMING PLANS
EM110
SF402
GROUNDS BUILDING ENLARGED PLANS
SF403:
MAT REINFORCING PLANS
LEVEL 62 MECHANICAL PLAN
SF601
TYPICAL CONCRETE OVER STEEL DECK DETAILS
SF502
TYPICAL FLOOR FRAMING DETAILS
•
SF503
TYPICAL FLOOR FRAMING DETAILS
EP110
SF504
FLOOR FRAMING DETAILS
e
SF505
ICF DETAILS
LEVEL 02( MECH) POWER PLAN
SF508
IICF DETAILS
•_
SF511
(TYPICAL ROOF FRAMING DETAILS
SF512
'ROOF FRAMING DETAILS
EP300
SF613
I ROOF FRAMING DETAILS
i
SF514
ROOF FRAMING DETAILS
CLOTHING BUILDING ELECTRICAL PLANS
SF521
STAIR FRAMING DETAILS
_•
SF601
TYPICAL STEEL FRAMING SCHEDULES
SF602
STEEL COLUMN SCHEDULE AND DETAILS
EP60 1
SF603
_
STEEL DECK SCHEDULES
•
SSW
STEEL STUD NOTES
PANELBOARD SCHEDULES
SS02
JAMB SCHEDULE- STANDARD FRAMING
SS03
HEADER &SILL SCHEDULE$- STANDARD FRAMING
8804
JAMB SCHEDULE -SPECIAL FRAMING
EP702
5505
HEADER &SILL SCHEDULES -SPECIAL FRAMING
SS08
TYPICAL WALL SCHEDULE & CONNECTIONS
____ _
ELECTRICAL DIAGRAMS
S808
I HEAD OF WALL DETAILS
SS09
,HEAD OF WALL DETAILS
SS10
FSTEEL STUD DETAILS
ES100
SS11
-.STEEL STUD DETAILS
.•
SS12
CEILING SUSPENSION SYSTEM DETAILS
SITE PHOTOMETRIC PLAN
SS13
SUSPENDED WALKABLE GYPSUM CEILING DETAILS
S814
SUSPENDED NON -WALKABLE GYPSUM CEILING DETAILS
$515
WALKABLE FRAMED CEILING DETAILS
ES10DC
SS16
NON -WALKABLE FRAMED CEILING DETAILS
5517
SOFFIT SUPPORT DETAILS
ELECTRICAL SITE PLAN
SW001
NON -LOAD BEARING EXTERIOR STUD WALL SCHEDULE
SW201
EXTERIOR STEEL STUD ELEVATION
SW202.
EXTERIOR STEEL STUD ELEVATION
ET110
SW203
EXTERIOR STEEL STUD ELEVATION
SM1204
EXTERIOR STEEL STUD ELEVATION
• :'
SW501
.STUD WALL ELEVATIONS AND DETAILS
•
SW502
EXTERIOR STEEL STUD DETAILS
06 MECHANICAL
ET310
MORD
MECHANICAL SYMBOLS ANDLEGEND
•
MO.01
MECHANICAL GENERAL NOTES
LEVEL 02 TECHNOLOGY PLAN
M2.00
MECHANICAL PLAN dEVELO tOWER)
M2.01
MECHANICAL PLAN -LEVEL 1 (MAIN)
M2.02
MECHANICAL PLAN - LEVEL 2(MECH)
XE110
M2.03
ROOF MECHANICAL PLAN -ROOF
. •
M2.10
MECHANICAL PLAN - LEVEL 0(LOWER)
LEVEL 02 AUDIO VISUAL PLAN
M2.11
''. MECHANICAL PLAN- LEVEL I(MAIN) AREA
M2.011
0
(MAIN)
MECHANICAL LOWER RETURN PLAN -LEVEL( MAIN
M2.12
1MECHANICAL PLAN - LEVEL ( (MAIN) AREA 2
XE220
M2.012
MECHANICAL PLAN- LEVEL i DIFFUSER LAYOUT
M2.13
MECHANICAL PLAN- LEVEL ((MAIN) AREA
AV BOX DETAIL- EQUIP SCHEDULE
M2.14
MECHANICAL PLAN- LEVEL ((MAIN) AREA 4
M3.00
MECHANICAL ISOMETRIC - LEVEL 0(LOWER)
M3.01
MECHANICAL ISOMETRIC - LEVEL 1 (MAIN)
XE530
M3.02
MECHANICAL ISOMETRIC - LEVEL 2(MECH)
•
M3.03
MECHANICAL SECTION
AV WIRING-CLOCK-RM-0IRAPHIC PANEL
M5.01
MECHANICAL DETAILS
M5.02
MECHANICAL DETAILS
M5.03
MECHANICAL DETAILS
M5.04
_
MECHANICAL DETAILS
M6.01
',. MECHANICAL SCHEDULES
M6.02
MECHANICAL SCHEDULES
M6.03
MECHANICAL SCHEDULES
pw---
M6.04
MECHANICAL SCHEDULES
M7.01
MECHANICAL SCHEMATIC
MC2.00
_
MECHANICAL PLAN -DISTRIBUTION CENTER
ME000
MECHANICAL SYMBOLS AND LEGEND
ME001
MECHANICAL GENERAL NOTES
MM01
MECHANICAL CONTROLS
M17.02
MECHANICAL CONTROLS
M17.03
MECHANICAL CONTROLS
MIZ04
MECHANICAL CONTROLS
M17.05
MECHANICAL CONTROLS
M17.05
MECHANICAL CONTROLS
M17.07
MECHANICAL CONTROLS
MP2.00
MECHANICAL PIPING PLAN - LEVEL 0(LOWER)
MP2.01
MECHANICAL PIPING PLAN -LEVEL 1 (MAIN)
MP2.02
MECHANICAL PIPING PLAN -LEVEL 2(MECH)
MP2.10
MECHANICAL PIPING PLAN - LEVELO (LOWER)
MP2.11
MECHANICAL PIPING PLAN- LEVEL I(MAIN) AREA
MP2.12
,ME CHANICAL PIPING PLAN -LEVEL( MAIN)AREA 2
MP2.13
:MECHANICAL PIPING PLAN - LEVEL 1 (MAINIAREA 3
MP2A4'
! MECHANICAL PIPING PLAN -LEVEL I(MAIN) AREA
MP3.00
MECHANICAL ISOMETRIC- MECHNICAL PIPING
• '•.
MP3.01
I MECHANICAL PIPING ISOMETRIC -LEVEL ((MAIN)
MP4.01
ENLARGED MECHANICAL PIPING PLAN - LEVEL 2 (MECH)
MP4.02
3D MECHANICAL ROOM
_
MP7.01
MECHANICAL HEATING WATER SCHEMATIC
MP7.02
MECHANICAL CHILLED WATER SCHEMATIC
MS1.01
MECHANICAL SITE PLAN
MU2.00
MECHANICAL PLAN- GROUNDS BUILDING
MZ2,00
',MECHANICAL:'VAC ZONE PLAN -LEVEL 0(LOWER)
M22.01
MECHANICAL HVAC ZONE PLAN - LEVELi(MAIN)
MZ2.02
MECHANICAL HVAC ZONE PLAN - LEVEL 2(MECH)
07 PLUMBING
P0.00
PLUMBING SYMBOLS AND LEGEND
P1.90A
PLUMBING PLAN- BELOW LEVEL 00EWATERING
P1.90B
(PLUMBING PLAN- BELOW LEVEL 0(LOWER)
'..
P2.00
'PLUMBING PLAN - LEVEL 0(LOWER)
P2.01
PLUMBING PLAN -LEVEL 1 (MAIN)
P2.02
PLUMBING PLAN -LEVEL 2(MECH)
P2.03
ROOF PLUMBING PLAN - ROOF
P2.10
PLUMBING PLAN - LEVEL 0(LOWER)
P2.11
_
PLUMBING PLAN- LEVEL I(MAIN) AREA
P2.12
PLUMBING PLAN- LEVEL ((MAIN) AREA
P2.13
PLUMBING PLAN - LEVEL i (MAIN) AREA 3
P2.14
PLUMBING PLAN- LEVEL ((MAIN) AREA
P3.00
PLUMBING ISOMETRIC- LEVEL 0 DEWATERING
_
P3.01
PLUMBING ISOMETRIC - LEVEL 0ILOWER)
P3.02
! PLUMBING ISOMETRIC -DOMESTIC
P3.03
PLUMBING ISOMETRIC -WASTE VENT&ROOF DRAINS
P3.04
'LAUNORYISOMETRIC
P4.0]
PLUMBING ENLARGED PLANS
BUILDING SUMMARY
PROJECT INFORMATION
PROJECT NAME: WILLAMETTE VALLEY OREGON TEMPLE
ADDRESS: TBD
PROPOSED USE: RELIGIOUS ASSEMBLY
OWNER -CONTACT PERSON: COREY DANIELS
APPLICABLE CODES
- MECHANICAL: 2022 MECHANICAL SPECIALTY CODE
2021 OREGON BOILER AND PRESSURE VESSEL
SPECIALTY CODE
- STRUCTURE: 2019 OREGON STRUCTURAL SPECIALTY CODE
PLUMBING: 2021 OREGON PLUMBING SPECIALTY CODE
- ELECTRICAL: 2021 OREGON ELECTRICAL SPECIALTY CODE
-FIRE CODE: 2018 INTERNATIONAL FIRE CODE
- FUEL GAS: 2018 INTERNATIONAL FUEL GAS CODE
- LIFE SAFETY CODE: NFPA 70 2020
-ACCESSI SIL1TY CODE: 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
& ICC At 7./
- ENERGY CODE: 2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC)
-SIGN CODE: OREGON MUNICIPAL CODE CHAPTER 15.28
BUILDING PLANNING
OCCUPANCY: A-3
MIXED OCCUPANCY? YES /®
REQUIRED FIRE SEPARATION: NONE
TYPE OF CONSTRUCTION
CONSTRUCTION TYPE: 11B
ESSENTIAL FACILITY (CHAPTER 16, IBC)
ESSENTIALFACILITYI YES /®
GENERAL BUILDING LIMITATIONS
HV:H RISF9 YFS /(kft
REM
INDEX OF DRAWINGS
ACTUAL/PROVIDED
- EXTERIOR WALLS: LOAD BEARING
0
Sheet Number.
SHEET NAME
NN
O
� �
v
N
O
Olf
3 STORIES
2 STORIES
MAX SINGLE FLOOR AREA
38,000 SF
22,684 SF
P4.02
PLUMBING ENLARGED PLANS
3,433 BASEMENT
-INTERIOR WALL: LOAD BEARING
0
P4.03
PLUMBING ENLARGED PLANS
0
4,518 MECH PLATFORM
-COLUMNS
P5.01
PLUMBING DETAILS
-BEAMS
0
1,876 GROUNDS BUILDING
P5.02
PLUMBING DETAILS
1 300 DISTRIBUTION BURDING
33,810 PROJECT TOTAL
0
P5.03
PLUMBING DETAILS
STD: X ACC: X
TTL: 178
STD: X
P6.01
PLUMBING SCHEDULES
BICYCLE PARKING SPACES
REQUIRED
TTL. 1
'1
P6.02
PLUMBING SCHEDULES
P7.01
PLUMBING FONT SCHEMATIC
•
'•
P7.02
PRESSURE DROP ANALYSIS
SfiUR
PC2.00
PLUMBING PLAN- DISTRIBUTION CENTER
•
P51.01
_
PLUMBING SITE PLAN
P82.00
SITE PLUMBING PLAN
PU2.00
PLUMBING PLAN- GROUNDS BUILDING
PU2.01
GROUNDS BUILDING ISOMETRIC
FP0.00
FIRE PROTECTION SYMBOLS AND LEGEND
•
•
FP2.00
FIRE PROTECTION PLAN - LEVEL 0(LOWER)
FP2.01
FIRE PROTECTION PLAN - LEVELI(MAIN)
FP2.02
FIRE PROTECTION PLAN - LEVEL 2(MECH)
FP3.01
FIRE PROTECTION SECTION
FP5.01
FIRE PROTECTION DETAILS
F02.01
FIRE PROTECTION PLAN- DISTRIBUTION CENTER
08 ELECTRICAL
E001
SYMBOLS, SCHEDULES AND NOTES
E002
_
SCHEDULES AND NOTES
E003
SCHEDULES AND NOTES
EL001
_
CONTROLS -RELAY PANELS
EL002
WALLSTATION DIAGRAMS
EL100
LEVEL 00 (LOWER) LIGHTING PLAN
EL110
LEVEL 01 LIGHTING PLAN OVERALL PLAN
EL110.A
LEVEL 01 LIGHTING PLAN -ZONEA
EL110.B
LEVEL 01 LIGHTING PLAN - ZONES
E L110C
LEVEL 01 LIGHTING PLAN - ZONED
EL11 O.0
N
LEVEL 01 LIGHTING D
•
•
EL120
LEVEL 02 LIGHTING PLAN
EL130
ENLARGED TEMPLE TOWER
EM100
LEVEL 00 MECHANICAL PLAN -
•
1
EM110
LEVEL 01 MECHANICAL PLAN
EM120
LEVEL 62 MECHANICAL PLAN
EP100
LEVEL 00 LOWER ) POWER PLAN
E
•
EP110
LEVEL 01 (MAIN) POWER PLAN
•
e
•
EP120
LEVEL 02( MECH) POWER PLAN
•
•
•_
EP200
TOWER ELECTRICAL PLANS
EP300
GROUNDS BUILDING ELECTRICAL PLANS
•
i
EP301
CLOTHING BUILDING ELECTRICAL PLANS
_•
EP501
ONE -LINE DIAGRAM
_•
EP60 1
_
PANELBOARD SCHEDULES
•
•
EPS02
PANELBOARD SCHEDULES
•.
L
EP701
ELECTRICAL DIAGRAMS
EP702
ELECTRICAL DIAGRAMS_
EP703
____ _
ELECTRICAL DIAGRAMS
EP704
_
ELECTRICAL DIAGRAMS
ES100
LIGHTING SITE PLAN
•
.•
•
E8100A
SITE PHOTOMETRIC PLAN
ES100B
_
ROOF LIGHTING PLAN
ES10DC
SITE PHOTOMETRIC SCHEDULES
ES101
ELECTRICAL SITE PLAN
ET100
LEVEL 00 SYSTEMS PLAN
ET110
LEVEL 01 SYSTEMS PLAN
ET120
LEVEL 02 SYSTEMS PLAN
•
•
•
ET300
LEVEL 00 TECHNOLOGY PLAN
ET310
LEVEL 01 TECHNOLOGY PLAN
•
•
ET320
LEVEL 02 TECHNOLOGY PLAN
XE400
LEVEL 00 (LOWER) AUDIO VISUAL PLAN
XE110
LEVEL 01 (MAIM AUDIO VISUAL PLAN
•
. •
XE120
LEVEL 02 AUDIO VISUAL PLAN
•
•.
XE210
AV WALL SECTION ELEVATION
XE220
AV SECTIONS -ALTAR -IR -AUX NON -SPEAKERS
•
XE610
AV BOX DETAIL- EQUIP SCHEDULE
XE520
AV CONNECTOR WIRING DIAGRAMS
XE530
AV FONT TABLE
•
•
•
XE540
AV WIRING-CLOCK-RM-0IRAPHIC PANEL
XE610
AV NET PATCH- ELECTRICAL EQUIPMENT SCHEDULE
BUILDING SUMMARY
PROJECT INFORMATION
PROJECT NAME: WILLAMETTE VALLEY OREGON TEMPLE
ADDRESS: TBD
PROPOSED USE: RELIGIOUS ASSEMBLY
OWNER -CONTACT PERSON: COREY DANIELS
APPLICABLE CODES
- MECHANICAL: 2022 MECHANICAL SPECIALTY CODE
2021 OREGON BOILER AND PRESSURE VESSEL
SPECIALTY CODE
- STRUCTURE: 2019 OREGON STRUCTURAL SPECIALTY CODE
PLUMBING: 2021 OREGON PLUMBING SPECIALTY CODE
- ELECTRICAL: 2021 OREGON ELECTRICAL SPECIALTY CODE
-FIRE CODE: 2018 INTERNATIONAL FIRE CODE
- FUEL GAS: 2018 INTERNATIONAL FUEL GAS CODE
- LIFE SAFETY CODE: NFPA 70 2020
-ACCESSI SIL1TY CODE: 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
& ICC At 7./
- ENERGY CODE: 2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC)
-SIGN CODE: OREGON MUNICIPAL CODE CHAPTER 15.28
BUILDING PLANNING
OCCUPANCY: A-3
MIXED OCCUPANCY? YES /®
REQUIRED FIRE SEPARATION: NONE
TYPE OF CONSTRUCTION
CONSTRUCTION TYPE: 11B
ESSENTIAL FACILITY (CHAPTER 16, IBC)
ESSENTIALFACILITYI YES /®
GENERAL BUILDING LIMITATIONS
HV:H RISF9 YFS /(kft
REM
ALLOWED I REQUIRED
ACTUAL/PROVIDED
- EXTERIOR WALLS: LOAD BEARING
0
904" CUPOLA BASE
HEIGHT OF BUILDING
75'-0"
119' -0 1W TOP OF FINIAL
NUMBER OF STORIES
3 STORIES
2 STORIES
MAX SINGLE FLOOR AREA
38,000 SF
22,684 SF
TOTAL AREA OF BUILDING
8 0,750 SF
3,433 BASEMENT
-INTERIOR WALL: LOAD BEARING
0
22,684 LEVEL 01
-NON-LOAD BEARING
0
4,518 MECH PLATFORM
-COLUMNS
0
30,835 TEMPLE TOTAL
-BEAMS
0
1,876 GROUNDS BUILDING
-FLOOR/CEILING
0
1 300 DISTRIBUTION BURDING
33,810 PROJECT TOTAL
0
X
PARKING SPACES
STD: X ACC: X
TTL: 178
STD: X
ACC: X
TTL: 178
BICYCLE PARKING SPACES
REQUIRED
TTL. 1
'1
PROVIDED
TTL: 12
FIRE PROTECTION SYSTEMS
-FIRE EXTINGUISHING SYSTEM: 'YE / NO TYPE: AUTOMATIC
- STANDPIPE SYSTEM: YES /
-SMOKE CONTROL: YES I
FIRE RESISTANT CONSTRUCTION/FIREPROOFING SCHEDULE
ITEM
REDD RATING/HR
UL/FM O WHERE APPLICABLE
- EXTERIOR WALLS: LOAD BEARING
0
X
- NON -LOAD BEARING
0
X
- FIREMARTY WALLS
0
X
-SHAFTS
0
X
- TENANT SEPARATION
0
X
-INTERIOR WALL: LOAD BEARING
0
X
-NON-LOAD BEARING
0
X
-COLUMNS
0
X
-BEAMS
0
X
-FLOOR/CEILING
0
X
- ROOFICEILING
0
X
cj1�j�22
I PROJECT LOCATION MAP - SPRINGFIELD, OREGON I
PROJECT SITE --�
FN2i6R
CORPORATE DR \i\\
E
D L� L�
OEINTERONAL WAY
A F
E GAME FARM DMOND FERRY RD
❑ ❑ ST JOSEPHS WAY
BELTUNE RD N
VICINITY MAP -
N
02021 HKS, INC.
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
62310TH AVENUE
SALT LAKE CITY, UT 84130
CML ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
OREGON
TEMPLE
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PROJECT
INFORMATION
SHEET
NO.
A0.01
Q
i
———— — — — — ——
---------
L
i E
I I I I I I I I
- ------------��—� ___— —�---- -----� -- - -------------�— ----------- .--------- ----
I I I I I I I I
I I I I I UNEXCAVATED
i II II I I I I I '
l I I I I I i
----------------
- - - --------L-- --- --L' O
-- ---- -- — I---- - 3
------------�-- --- - -�-- �- --- ----� ---- }------ ---------i --- -
i I
IJ7 L - 3.5
1 _--_I �------
-_ _�__�_ _.�_ _ _-'�_�_ _ _ _T_ - - - --F------------
--- --- --i -----
--------------
_ _ _ _ _ _ _ _ _
I I I I I I I I I I I I
'a
b
----
4.1
D---- �
o ----------
- ------L-Jr-- _ 4.2
ED
y___—___— ___ I_______y—____--_—__�_______�
L�
l I I I I I S I I I I I o
I I I I �-IIIill-III-III ill Iii I I -I II ISI
--__ _ I III �— (III
-ii 1 1.-i i'. jj iii -- - - --- -
L--------� L
i e
�------- _----- ==�-
_—III III—III III ,DATACO"M III- ISI i -- '
r -- ---910R----------------F--. - - ---------
------
s.a
_______ 1t'. ELECTRICAL
III— (I 0106-- —
I I .—: I III III III—III °� I -
-� -- ------ b ' I- --� --- —�------- -I - --
----- r
01 p4==i
PEG FD
-__--_ ______ --_ RESTROOM SHOP BOARD
0102 FEC -_ L_—_
--0194— �_
FD i 'Vise! FO 011
III=11''ili
�.,0114STAIPEG 0•KCM01 -.I UNEW7-- F-Imcm ___.. EQU0I110
-
..
III _ I III--
{"CONT CURB AT
_I III -I _I
WAANN
�OG REF. A2'31101 (III—i ry
_ � _- PERIMETER OF I
RACK FD®
h "ill :—I .III—I=III
---I
STORAGE HOBS 816
III0109 —
I% - -- - - - I- - - — ----
I —Hill'-TL
lIIPATNR T ab
« FABRIC
—IIIIII=
I
I WATER
----
--------------------
SHEET
I
-- --
SHEET
FABRIC FABRIO s PROOFING/
RACK RACK so E --�
- n MOLDED SHEET 69
REF. A3.2 16 —III (DRAINAGE PANEL
03
EONIF�T.T
l i _i�4I I I
AODIt10NAL MEC0112 AL l—
61gi0E _-______________ _..... / e
I II I I i 11,- III I I I I -I i I� I I I; IIi-I, I I i I I I I I -iii I
I I I I I I I I I I I
0 FLOOR PLAN - LEVEL 0 (LOWER) dJ
0' Al' B. IT
02021 HKS, INC.
HKS
ARCHITECT
HKSARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
62310TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
OREGON
TEMPLE
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS:24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
FLOOR PLAN - LEVEL 0
(LOWER)
SHEET
NO.
28'-3" 7'-9" 15-9" 12'-5" L 10'.812"
I I' s la I
I I i
I
I 1:
1
CL -EW
A5.04101
BRIDES
1224
T E.3 Y ( I I Y 1 T Hlfi J
17'-71/2" 8'-N" 16'-212" 23'-6" 28'-3" 12•-10"
I
I I I I I I
I
I I I I
1
_i
STORAGE
' I 1222CL
8 %
SISTERS
HALL RESTROOM cz
1220 1215
I I I
C.3 Y °
INST 0.3 •.p� �� F�l"�(�} �,� `- i Ai
1204
DRESSING
t.-) ! HALL \ 1216 C_>
0. \ /
CA)
\ INST 0.4 C-}
/ VEST
1\ 1205 / Ci
HALL
1210
( i y S. BOOTH B I( C ' CJ Lp
3
" JL_j_1__
_ , - - : I
- -
SEALING CORRIDOR r�'
1244 COCORRIDOR �
' 4IRAL1248 \'
8 ADMIN_-_ ! O
-
Io!` ' 4--- - — J_ °C.✓ I I F
PRESIDE --- - ----------•-
- , _•, •.L ..` r / i ,
i J `�'� _ COUNSELOR 1122
MATRON 1I -+I
1128
CUSTODIALI - CORRIDOR 1132
250
f_-�__T_'T__T__T__T__l �• \ �, 1 i °
'
b
I ti ' '
i ^ —
REF. A2.12 01 _ l-_ E3 � __t._t._L_�_J• _ —yy1—� II \ \ /� iII
- e !•�� � -(L� - Y
WAADRMINING --- --FIRS- T
R7 37� INSTRUCTION 1120 AID
-/
TLT
4.1 , ROOM
4.3 1..J 1 .J_1 74'
j
- ---- --- - - 44.2
I� C Q�11 i__y L__�"I L__ 0.•epi__�u _ `
_.._1_.1__�.__1__1__j__-.�•-AROEi1 i �• I `-�- µ"--"' (\� / i T CORRIDOR
1116 c
era y ' �• A5.05/04
! C 11
n SEALING / f.`�'a L..±' �E'�� +4� ,\ __
( 7.7 '_.F i^=c ! f{'1. rl�� i t :a .-, t ..- 1 `IT' • 3" _.-. �'^ 1 __ I e Q
—711
ROOM ,
1322 F_,_ II I i r'e iji 1 I. I -_"a _. 1 _ ' ' ENTRY o 0
0
\
-CL-NS j i 1* ! t r i II ; F_+i; ,i I „04 ,i Ai H-1 1102
4L�'I
_
' ilii __.i i ,.; 1 � VESTIBULE q L -N
Lf.::""I •..1 � „=e ' � _, � � � � � � � �__i� r .,?J I {"_L `i ___. �is-i6 "1 � 2ir � f �' _. I As.O5/o2
\ i _y_______ _
+} , t
T T __ T__T__T-'l �• I � + \_.•j °° � `__i CORRIDOR
I.
�� LOBBY • 1114 _� __� •� r ^ -
1302 r•� « •,a..�:a° f- I •T« ad« __
L.
_ — _ — _ INSTRUCTION -
1 r ' l
6{ ` ;---"
,__ Ro10 y i r� i a� \ _ i i �� -N snoes/coATs _ Y -Y -j - _. i I
-il _ r ___— _
I (F , l CORRIDOR f, \ / i i .. - I I ____ ___ 1 5
' C
-1 1316
1 p p CLOTHING i' '' 1 WAITING i
-j /J i( •, L• /� i •+• 11._'1 \ CLOTHING - - VESTIBULE f L ��� E A2.1 It 01 5.2
r• ISSUE 11W i R .A2.14107 0
�. ! d / '•• I 1802. lJ i1W I_
1324 � '
� I I �O/e I I CONFIRMAT�OB 1 �.. 00 - 1 • y
TRAINING � •'r i t. ;_ 9 1604 � P• 1' I 1 .{ �� _T _______•_—(__.-�-�_ 1� _ k �. _ _
CUSTODIAL Y CORRIDOR -tI TLT
CORRIDOR 1508 --- __,+, 1604 \ ® 1108 - i • Ip f`
'.I 1402 I\{ -m __---_- .�! ' \ .i L
r VIEWING li I �. «-�--Y .•.f ___.__-'
_ _ I,' - ,.n• �•--- TFM L_J _ _ _ Cj T f _.\'--1--_ _ CSU _ -- _ _
1408 I ON -� ° �_r�_ _____..": _ _ x_7805 a T
1502 ,r
5.9
—___—
I 17ALL
404 i --'-r- q -----T-- T----1 V.1810R
TLT \ -/ 15,8
6
TLT
o r4
Ir
9 jn
I I
_ -- ---- •--� A)
__{_..�.. r- DRESSING_ �_.} i I - i 1A1 ,0 LAUNDRY°°i
+ BOYS7808 .-- I i
7522 BAPTISTRYf--Ti -i ,
BREAK • / 14
\ a i t 1500 I I /I 1 �_� __ i __ _• i
P c-
I /
.•. �
FUI
1410
ti__ ,• STAIR
SHOWER DRESSING ') SHOWER ). - _ _ _
-- 1628 GIRLSi 1614
1508 \ /
I i i 1
, 1
\ ! 162 1610 / A
F
A / / _ SHOWER
1528, \ 1512
SHOVER
u
I I I I I
LL
A5.02/01 I
CL/ -if IEEW
I
L -E
FLOOR PLAN - LEVEL i (MAIN)
0' 4' 8' 16'
02021 HKS, INC.
H KS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
62310TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 87401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SURE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
OREGON
TEMPLE
N
REVISION
NO. DESCRIPTION DATE
PROJECTNUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
FLOOR PLAN • LEVEL 1
(MAIN)
SHEET
NO.
A2.01
m
I
L I
I I
E
t I "p-
RRODS
w
_.
\1236
I
MRESS,
4 •/-___.
1226
r
+L
(Al
(7) (-A
(Al C9
( A
HALL
F
\
`,.
.._.
..
INET D.22
1232
I
F
1206
n
`
BROTHERS
— \
/
-%
DRESSING
1238
\
INST
1208
/ INSTRUC'
F
HALL
J
1,
\ I 1200
1230 I
_
-}
A CB
t �
B. BOOTH
IAv.�
\L
I
—'.
-124
BRIDES
1224
T E.3 Y ( I I Y 1 T Hlfi J
17'-71/2" 8'-N" 16'-212" 23'-6" 28'-3" 12•-10"
I
I I I I I I
I
I I I I
1
_i
STORAGE
' I 1222CL
8 %
SISTERS
HALL RESTROOM cz
1220 1215
I I I
C.3 Y °
INST 0.3 •.p� �� F�l"�(�} �,� `- i Ai
1204
DRESSING
t.-) ! HALL \ 1216 C_>
0. \ /
CA)
\ INST 0.4 C-}
/ VEST
1\ 1205 / Ci
HALL
1210
( i y S. BOOTH B I( C ' CJ Lp
3
" JL_j_1__
_ , - - : I
- -
SEALING CORRIDOR r�'
1244 COCORRIDOR �
' 4IRAL1248 \'
8 ADMIN_-_ ! O
-
Io!` ' 4--- - — J_ °C.✓ I I F
PRESIDE --- - ----------•-
- , _•, •.L ..` r / i ,
i J `�'� _ COUNSELOR 1122
MATRON 1I -+I
1128
CUSTODIALI - CORRIDOR 1132
250
f_-�__T_'T__T__T__T__l �• \ �, 1 i °
'
b
I ti ' '
i ^ —
REF. A2.12 01 _ l-_ E3 � __t._t._L_�_J• _ —yy1—� II \ \ /� iII
- e !•�� � -(L� - Y
WAADRMINING --- --FIRS- T
R7 37� INSTRUCTION 1120 AID
-/
TLT
4.1 , ROOM
4.3 1..J 1 .J_1 74'
j
- ---- --- - - 44.2
I� C Q�11 i__y L__�"I L__ 0.•epi__�u _ `
_.._1_.1__�.__1__1__j__-.�•-AROEi1 i �• I `-�- µ"--"' (\� / i T CORRIDOR
1116 c
era y ' �• A5.05/04
! C 11
n SEALING / f.`�'a L..±' �E'�� +4� ,\ __
( 7.7 '_.F i^=c ! f{'1. rl�� i t :a .-, t ..- 1 `IT' • 3" _.-. �'^ 1 __ I e Q
—711
ROOM ,
1322 F_,_ II I i r'e iji 1 I. I -_"a _. 1 _ ' ' ENTRY o 0
0
\
-CL-NS j i 1* ! t r i II ; F_+i; ,i I „04 ,i Ai H-1 1102
4L�'I
_
' ilii __.i i ,.; 1 � VESTIBULE q L -N
Lf.::""I •..1 � „=e ' � _, � � � � � � � �__i� r .,?J I {"_L `i ___. �is-i6 "1 � 2ir � f �' _. I As.O5/o2
\ i _y_______ _
+} , t
T T __ T__T__T-'l �• I � + \_.•j °° � `__i CORRIDOR
I.
�� LOBBY • 1114 _� __� •� r ^ -
1302 r•� « •,a..�:a° f- I •T« ad« __
L.
_ — _ — _ INSTRUCTION -
1 r ' l
6{ ` ;---"
,__ Ro10 y i r� i a� \ _ i i �� -N snoes/coATs _ Y -Y -j - _. i I
-il _ r ___— _
I (F , l CORRIDOR f, \ / i i .. - I I ____ ___ 1 5
' C
-1 1316
1 p p CLOTHING i' '' 1 WAITING i
-j /J i( •, L• /� i •+• 11._'1 \ CLOTHING - - VESTIBULE f L ��� E A2.1 It 01 5.2
r• ISSUE 11W i R .A2.14107 0
�. ! d / '•• I 1802. lJ i1W I_
1324 � '
� I I �O/e I I CONFIRMAT�OB 1 �.. 00 - 1 • y
TRAINING � •'r i t. ;_ 9 1604 � P• 1' I 1 .{ �� _T _______•_—(__.-�-�_ 1� _ k �. _ _
CUSTODIAL Y CORRIDOR -tI TLT
CORRIDOR 1508 --- __,+, 1604 \ ® 1108 - i • Ip f`
'.I 1402 I\{ -m __---_- .�! ' \ .i L
r VIEWING li I �. «-�--Y .•.f ___.__-'
_ _ I,' - ,.n• �•--- TFM L_J _ _ _ Cj T f _.\'--1--_ _ CSU _ -- _ _
1408 I ON -� ° �_r�_ _____..": _ _ x_7805 a T
1502 ,r
5.9
—___—
I 17ALL
404 i --'-r- q -----T-- T----1 V.1810R
TLT \ -/ 15,8
6
TLT
o r4
Ir
9 jn
I I
_ -- ---- •--� A)
__{_..�.. r- DRESSING_ �_.} i I - i 1A1 ,0 LAUNDRY°°i
+ BOYS7808 .-- I i
7522 BAPTISTRYf--Ti -i ,
BREAK • / 14
\ a i t 1500 I I /I 1 �_� __ i __ _• i
P c-
I /
.•. �
FUI
1410
ti__ ,• STAIR
SHOWER DRESSING ') SHOWER ). - _ _ _
-- 1628 GIRLSi 1614
1508 \ /
I i i 1
, 1
\ ! 162 1610 / A
F
A / / _ SHOWER
1528, \ 1512
SHOVER
u
I I I I I
LL
A5.02/01 I
CL/ -if IEEW
I
L -E
FLOOR PLAN - LEVEL i (MAIN)
0' 4' 8' 16'
02021 HKS, INC.
H KS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
62310TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 87401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SURE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
OREGON
TEMPLE
N
REVISION
NO. DESCRIPTION DATE
PROJECTNUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
FLOOR PLAN • LEVEL 1
(MAIN)
SHEET
NO.
A2.01
O 28 3 8 7 8 8.4 75` 9" O iS 25" 10' 8112" 1T-71/2" LE 1T-772"QE. REFER T
6'-11" E13 78-2172" 23'-6" 28'-3" ii-� 0 REFERT
94. REFER T
ALL EXTE
l 111 t5. MASONR
16. ALL INTE
I
- — - _
iNLi
------------
JJJ---_
L- f I `1 1 { �1
?� _�_ IL L- ��-----) - � FT -if
I -J U.�) STONE CLAD DOORS0 ACCESS
L�..1L j� KAREN ROOP_
O FLOOR PLAN - PENTHOUSE (MECH) O1
z
0' w 8' 78'
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
62310TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENSWEERS:
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
OREGON
TEMPLE
N
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
FLOOR PLAN -
PENTHOUSE (MECH)
SHEET
NO.
®2021 HKS, INC. A2.02
4.1
4.3 - - - -
4.7
0
o- o
28- 3"
r-9" 16'3" r-9--
i
I I
- - - - - - - - — --
I
REQUH Eatl<le qulpmer
I
I
I
12'-5" 10'-81n17'-Ila' Ir. 7�1n6'1116-2 IQ"
I I I I I I
71'2 -------
+1 11V +11/4"
I I
TIEBACK
00
^ y
EXHAUST
FAN
' +3 7/2" +3 in"�
' RO
' OD
I I I
LADDER SUPPORT
BRACKET- SEE A2.04Y12
Y � \
OD
— +11/4"
II
LADDER SUPPORT
BRACKET - SEE A2.D4/12
I
I
I
I
i
p II AA f' p HOSE LADDER SUPPORT I I I
I N N N N I I I' BIB MECHANICAL BRACKET -SEE A2D4112
LOUVERS
TIEBACK II®I)
DOOR
TIEBACK___ _ I
H.e J
I I I
23'-623'-6 28'-3 12'-10�-3 12'-10,
I
—r r ---
II
II
I I I I
I I I
II'
s I I
+21
- -TE
(IT - - - 1n" II 1 1
0 -2" .61/2"2" 3I
4
A V AA
_ _ _ _ _
-DOOR_ / i I I' II I_I:II�IIII II I I�II�II II I1 'I DOD
LL
/ // / .I II, VIII II II II II II II 11111 - A VA\ V VA klll AA - - - — -
/ TIEBACK( \A VAA VA A 11, A
HOSE _ \
II'IIIIU'I II II II II II II'.II I� HOBE BIB \\ \ ,\ \ \\ +5' 00 \ \
// BIB o VA' A V I I7 I A
/ 00 I I / / I I I 111-11 I I I a"I II II II 'IIII A A � I I
® II /( / / // // // :I 1-DOWNSPO IIII II II II DOWNSPOUT,1 VA AA A \ A +71n"I
V 1 +71n' / / / i / 1 A A LADDER SUPPORT +p" /
1 1
\ +0" ! A A BRACKET - SEE A2.04/12 ( /
+11/4"
v V A LADDER SUPPORT / / //�, - ILII IIII I 1VIII V.A V A
\ 7 +1 1l4'_ __- _ _ _ —BRACKET --SEE A2.04/12_ _ l / y r-lJ a. L
t
T1 VAA VA AAI
�yItT w�
T2
+3.
/ / TIEBACK I / /� ROOF ACCESS LADDER \\ �\
ROOF HYDRANT �- 3" ROOF \
N
101fY' 1 _ + v HYDRANT.
TIEBACK - - - 3' —� - � - T3 \ 1
_ I
D OD +0. TIEBAB
RD 1_ IL
VAA +0„ HOSERIB \ 1� �' 4'-8"
1- --�-------�-�-� m �-
! VA V AA V HOSE
\V AA A V AAV A BIB
\VA +21/2"-�b w AA AAV A TS"' -'I
/MECHANICAL
+3. iO,' INTAKE HOOD
0
3.1
- m
- - - 4.2
m
5
LADDER SUPPORT \ ! / / a
/ II II I- \\ \ `\ REF. A2.04/Oi I !/ / / /! LADOERSUPPORT +11/4" \ a
/ OD LADDERT-SEEA2.O4M2 \ V �V - 1� �I / // / / / II _BRACKET-SEEA2A4/72 A A
1
® *71n" AA� VA A I I I 1DOWNSPOUT I I I I'' -I I I I I I DOWNSPOUT( _�I� -!'/ �/ // / 1 +71n�----- +0" VA ___ ---
\ \ \
V\V V\ AAAA\A i_ IIIIII IIIIII I: VOO+R"A AAA I _ II IIIIII I( IITIIEIIBIIACI( II 1
II A6\,\\\\ \ AV 1 1 1 11 1 , 1 1 II III I+I11 I I1II1I 1II1I1I II(IIIP'I1l!1l IIIIII III� IIIIII I - 11 _I H91O9SEIII II I I II
P OD R
___TIt IY T h -___- ____
5.6
\� 1
V A - +11T �-- A I I I I I I I IIIII I I IIII 113"I I I I I I I I I IIII � r
VA VA A _I_ A V II II II it (III II II II 11 II II IIII ! // _ _ 1 //1n
VA V.+21n \ I II II II I II II II III II II II it II II I I / - I +2"/
1 T n !('IIII 1 II 1I II II II a1�1 � � III
Nui
TIEBACK 8'
REF. A2.04104
BRACKET
TIEBACK LADDER SUPPORT I LADDER SUPPORT
- SEE A2.04M2
iII \- HOSE SRACKET-SEEA2.04/12
HOSE BIB
IB
ROOF WALK
k PAD'TYP. __-_-I__- E%HAUST FAN _ � TIEBACK EXHAUST FAN ry
I I in I I I I I I
I
+71n^
IIS i \7 RC
+11/4" 'Q
OD �+0
I+3112+31/4'- +31/4" +31/2 _
- \51/8" /
+
/ J
I I I I
1 114"
I I I i
I
0 ROOF PLAN - OVERALL
0' 4' 8' 18'
`J RII
I
ME
CL
OF
ME
TAPERED
INSULATI01
QYP) —
I V-3" , I I I I I moi' -3" I I
_
\+9\n"\\
VvV AA
// IIII
II
II,
II
I
HOSE 01B
7//
1
,I
I \2'Q�
/ II II
II
II
IIS
I
11
— - - —r
J
I -h
•
IIT
� ���_�
TIEBACK
"
II II
II'.II
TAPERED CRICKET
RISER DUCT /
/ /,
�/
A
AA VII I
vA vI II
II
II
I
I
I
I
//
//+31n"/�/
\ I
IIII
Illi
III
I
I�
I
I
AA VA VA
II
0
3.1
- m
- - - 4.2
m
5
LADDER SUPPORT \ ! / / a
/ II II I- \\ \ `\ REF. A2.04/Oi I !/ / / /! LADOERSUPPORT +11/4" \ a
/ OD LADDERT-SEEA2.O4M2 \ V �V - 1� �I / // / / / II _BRACKET-SEEA2A4/72 A A
1
® *71n" AA� VA A I I I 1DOWNSPOUT I I I I'' -I I I I I I DOWNSPOUT( _�I� -!'/ �/ // / 1 +71n�----- +0" VA ___ ---
\ \ \
V\V V\ AAAA\A i_ IIIIII IIIIII I: VOO+R"A AAA I _ II IIIIII I( IITIIEIIBIIACI( II 1
II A6\,\\\\ \ AV 1 1 1 11 1 , 1 1 II III I+I11 I I1II1I 1II1I1I II(IIIP'I1l!1l IIIIII III� IIIIII I - 11 _I H91O9SEIII II I I II
P OD R
___TIt IY T h -___- ____
5.6
\� 1
V A - +11T �-- A I I I I I I I IIIII I I IIII 113"I I I I I I I I I IIII � r
VA VA A _I_ A V II II II it (III II II II 11 II II IIII ! // _ _ 1 //1n
VA V.+21n \ I II II II I II II II III II II II it II II I I / - I +2"/
1 T n !('IIII 1 II 1I II II II a1�1 � � III
Nui
TIEBACK 8'
REF. A2.04104
BRACKET
TIEBACK LADDER SUPPORT I LADDER SUPPORT
- SEE A2.04M2
iII \- HOSE SRACKET-SEEA2.04/12
HOSE BIB
IB
ROOF WALK
k PAD'TYP. __-_-I__- E%HAUST FAN _ � TIEBACK EXHAUST FAN ry
I I in I I I I I I
I
+71n^
IIS i \7 RC
+11/4" 'Q
OD �+0
I+3112+31/4'- +31/4" +31/2 _
- \51/8" /
+
/ J
I I I I
1 114"
I I I i
I
0 ROOF PLAN - OVERALL
0' 4' 8' 18'
`J RII
I
ME
CL
OF
ME
TAPERED
INSULATI01
QYP) —
I V-3" , I I I I I moi' -3" I I
_
qt
■
I
��s+flllyllr����
•
IIT
� ���_�
"
X11
it
III�i'u�pu�®��E�
4
T1 �
T2 iv
T3
CL -NS
T4
T5
w
TB �
m
I N
+11/4} 1.-3" +13/4" T-3" +11/4" 5
4'-1" 5'-8112" 1, 4'-2" 3'310" k 4'52 1n" 4'-1- :.
D TA TB TC L- TD TE TF OE
02 TOWER ROOF PLAN
1/6'=V-0" z
0' 4' V 6'
02021 HKS, INC.
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
62310TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S. SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY. UTAH 84150
WILLAMETTE
VALLEY
OREGON
TEMPLE
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
ROOF PLAN OVERALL
SHEET
NO.
A2.03
EXTERIOR DESIGN SELECTIONS
SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION
EXTERIOR STONE (XST)
ARCHITECTURAL METAL FINISH (AMF)
GLASS FINISHES
EXTERIOR PAINT
0 EXTERIOR ELEVATION - OVERALL SOUTH
1/8" = 1'-0"
02021 HKS, INC. I
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
62310TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
OREGON
TEMPLE
REVISION
NO, DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
EXTERIOR ELEVATION -
SOUTH
SHEET
NO.
A5.01
OPTION 2
OPTION 3
OPTION 4
AMF01
POWDER COATED ALUMINUM FINISH
AGXX
ART GLASS TYPES - SEE A3.4X AND A5.4X
XPO1
MANUFACTURER: BENJAMIN MOORS
NUMBER: 571
XSTO1
OPTION 1 (BASIS OF DESIGN}
". FABRICATOR: IS OF S
FABRICATOR: GRUPIMAR
FABRICATOR: COMPOLONGHI
FABRICATOR: TRANSGRANITOS
MANUFACTURER: EFCO
PRODUCT LINE: EFCO, ULTRALOK, CHAMPAGNE, CLASS 1
SERIES SHEETS
COLOR: PEARL RIVER
o " SOURCE LOCATION: PORTUGAL
SOURCE LOCATION: SPAIN
SOURCE LOCATION: ITALY
SOURCE LOCATION: PORTUGAL
COLOR ULTCLICHP, AAW10C22A44
SHEEN: SEMI -GLOSS
- TYPE: GRANITE
-.
TYPE: GRANITE
NAME: BlANCO CRISTAL
TYPE: GRANITE
NAME: WHITE MONCINI
TYPE: GRANITE
NAME: PEDRAS SALGADAS
91
LOCATIONS INCLUDING BUT NOT LIMITED TO:
GLO1
1"DOUBLE-PANE, INSULATED VISION GLASS UNIT
LOCATIONS INCLUDING BUT NOT LIMITED TO:
NAME: BRANCOITE CRISTAL
FINISH: LIGHT SANDBLASTED
-
FINISH: LIGHT SANDBLASTED
FINISH: LIGHT SANDBLASTED
FINISH: LIGHT SANDBLASTED
GLAZED ALUMINUM WALL SYSTEMS
TYPE A (REFER TO SPECIFICATIONS)
EXTERIOR HM DOORS AND FRAMES
f
_ -
FINIAL AT SPIRE
ALL GLASS TO BE LOW IRON
TYPICAL SIZE: 48'W X 24"H X 3CM FOR FIELD AREAS
PARAPET CAPS
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
NOTE: COLOR SELECTION IS BASED ON BASIS
OTHER SIZES AND THICKNESSES AS INDICATED ON DRAWINGS FOR PROFILES/TRIM
LOCATIONS INCLUDING BUT NOT LIMITED TO:
OF DESIGN STONE. SELECTION OF
DIFFERENT STONE OPTION WILL REQUIRE
REFER TO DETAILS FOR SPECIAL CARVED DETAILS AND LOCATIONS FOR EPDXIED OR SHAPED RETURNS.
AMFO2
COATED ALUMINUM FINISH
ALL GLAZED ALUMINUM WALL SYSTEMS
PAINT SELECTION TO MATCH
MANUFACTURER: EFCO
MANUFA
XSTOP
OPTION 1 (BASIS OF DESIGN)
.
OPTION 2
FABRICATOR: GRUPIMAR
OPTION 3
FABRICATOR: COMPOLONGHI
OPTION 4
FABRICATOR: TRANSGRANITOS
PRODUCT LINE:
COLOR: MATCH SHERWIN WILLIAMS SW6062 RUGGED BROWN
(SITE WALL CAPS)
Y FABRICATOR: PARDAIS
�" t �"'+" ` SOURCE LOCATION: PORTUGAL t
SOURCE LOCATION: SPAIN
SOURCE LOCATION: ITALY
SOURCE LOCATION: PORTUGAL
LOCATIONS INCLUDING BUT NOT UMITED TO:
&=
TYPE: GRANITE
TYPE: GRANITE
TYPE: GRANITE
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
t ry t TYPE: GRANITE �,
NAME: BRANCO CRISTAL
NAME : BLANCO CRISTAL
NAME: WHITE MONCINI
NAME: PEDRAS SALGADAS
a FINISH: HONED -120 GRIT
FINISH: HONED -120 GRIT
FINISH: HONED -120 GRIT
FINISH: LIGHT SANDBLASTED
AMF03
POWDER COATED ALUMINUM FINISH
OTHER SIZES AND THICKNESSES AS INDICATED ON DRAWINGS FOR PROFILES
MANUFACTURER: EFCO
REFER TO DETAILS FOR SPECIAL CARVED DETAILS AND LOCATIONS FOR EPDXIED OR SHAPED RETURNS
PRODUCT LINE'
COLOR: MATCH SHERWIN WILLIAMS SW6386 DOVER WHITE
LOCATIONS INCLUDING BUT NOT LIMITED TO:
OPTION 3
OPTION 4
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
XST03P
OPTION i (BASIS OF DESIGN)
FABRICATOR: PARDAIS
OPTION 2
FABRICATOR: GRUPIMAR
FABRICATOR: COMPOLONGHI
FABRICATOR: TRANSGRANITOS
SOURCE LOCATION'. PORTUGAL
SOURCE LOCATION: SPAIN
SOURCE LOCATION: ITALY
SOURCE LOCATION: PORTUGAL
(SITE PAVERS)
t'1 a
TYPE: GRANITE
TYPE: GRANITE
TYPE: GRANITE
. TYPE: GRANITE
AMF04
POWDER COATED ALUMINUM FINISH
NAME: BRANCO CRISTAL .
NAME: BLANCO CRISTAL
NAME. WHITE MIXJCINI
NAME: PSORAS SALGADAS
MANUFACTURER: EFCO
FINISH: FLAMED FINISH
FINISH: FLAMED FINISHN
FINISH: FLAMED FINISH
_ FINISH: LIGHT SANDBLASTED
PRODUCT LINE:
- rr
COLOR: MATCH SHERWIN WILLIAMS SW7566 WESTHIGHLAND WHITE
TYPICAL SIZE: SCM (PATTERN TO BE DETERMINED)
LOCATIONS INCLUDING BUT NOT LIMITED TO:
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
0 EXTERIOR ELEVATION - OVERALL SOUTH
1/8" = 1'-0"
02021 HKS, INC. I
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
62310TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
OREGON
TEMPLE
REVISION
NO, DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
EXTERIOR ELEVATION -
SOUTH
SHEET
NO.
A5.01
EXTERIOR DESIGN SELECTIONS
SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION
EXTERIOR STONE (XST)
ARCHITECTURAL METAL FINISH (AMF)
GLASS FINISHES
EXTERIOR PAINT
XSTO1
OPTION 1 (BASIS OF DESIGN)
OPTION 2
OPTION 3 -
OPTION 4
AMFO1
POWDER COATED ALUMINUM FINISH
ART GLASS TYPES -SEE A3AX AND A5.4X
AGXX
XPO1
MANUFACTURER: BENJAMIN MOORE
FABRICATOR: PARDAIS
FABRICATOR: GRUPIMAR
FABRICATOR: COMPOLONGHI
FABRICATOR: TRANSGRANITOS
MANUFACTURER: EFCO
SERIES SHEETS
NUMBER: 871
SOURCE LOCATION: PORTUGAL
SOURCE LOCATK)N: SPAIN
ME
SOURCE LOCATION: ITALY
SOURCE LOCATION: PORTUGAL
PRODUCT LINE: EFCO, ULTRALOK, CHAMPAGNE, CLASS 1
'"'IIIIIIIIIIEIIII�III
COLOR: PEARL RIVER
" "' II II INTI Illlllll�l i III�II IIIIIIIIIIIIIIIIIIIIIIIIJ�191P"�"9111111111111111®ILII
TYPE: GRANITE
TYPE: GRANITE
TYPE: GRANITE
-. TYPE: GRANITE
COLOR: ULTCLiCHP, AA-M1OC22A44
:
SHEEN: SEMI -GLOSS
NAME: BRANCO CRISTAL
`I
NAME: BLANCO CRISTAL
PAINTED
NAME: WHITE MONCINI
-. NAME: PIEDRAS SALGADAS
3
LOCATIONS INCLUDING BUT NOT LIMITED TO:
i" DOUBLE -PANE, INSULATED VISION GLASS UNIT
I
k FINISH: LIGHT SANDBLASTED
I'.
FINISH: LIGHT SANDBLASTED
FINISH: LIGHT SANDBLASTED
FINISH: LIGHT SANDBLASTED
GLAZED ALUMINUM WALL SYSTEMS
OL01 TYPE A (REFER TO SPECIFICATIONS)
LOCATIONS INCLUDING BUT NOT LIMITED TO:
FINIAL AT SPIRE
ALL GLASS TO BE LOW IRON
EXTERIOR HM DOORS AND FRAMES
TYPICAL SIZE: 48'W X 24"H X 3CM FOR FIELD AREAS
1
IL IN
�ri�H3S9,lil%11CIIYIIOIIIIi11
PARAPET CAPS
1
OTHER SIZES AND THICKNESSES AS INDICATED ON DRAWINGS FOR PROFILESRRIM
®I
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
NOTE: COLOR SELECTION IS BASED ON BASIS
REFER TO DETAILS FOR SPECIAL CARVED DETAILS AND LOCATIONS FOR EPDXIED OR SHAPED RETURNS.
LOCATIONS INCLUDING BUT NOT LIMITED TO:
OF DESIGN STONE. SELECTION OF
AMF02
ALUMINUM FINISH
ALL GLAZED ALUMINUM WALL SYSTEMS
DIFFERENT STONE OPTION WILL REQUIRE
TURER:
MANUFACTURER:
MANUFACTURER: EFCO
PAINT SELECTION TO MATCH
XST02
OPTION 1 (BASISDESIGN)
OPTION 2
OPTION 3
OPTION 4
PRODUCT LINE:
[ FABRICATOR: PARDRDAIS f
FABRICATOR: GRUPIMAR
FABRICATOR: COMPOLONGHI
? FABRICATOR: TRANSGRANITOS
COLOR: MATCH SHERWIN RUGGED BROWN
(SITE WALL CAPS)
S { "r -� SOURCE LOCATION: PORTUGAL
SOURCE LOCATION: SPAIN
SOURCE LOCATION: ITALY
SOURCE LOCATION: PORTUGAL
T NOT LI ITED TO
LOCATIONS INCLUDING BUT NOT LIMITED TO:
t TYPE: GRANITE %.
TYPE: GRANITE
TYPE: GRANITE
': TYPE: GRANITE
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
^u '. NAME: B CRISTAL d
NAME: BLANCO CRISTAL
NAME: WHITE MONCINI
! NAME: P S
ON D
FINISH: HONED -120 GRIT .- ..-
FINISH: HONED -120 GRIT
FINISH: HONED -120 GRIT
FINISH: LIGHT SANDBLASTED
LIGHT SANDBLASTED
OTHER SIZES AND THICKNESSES AS INDICATED ON DRAWINGS FOR PROFILES
AMF03
POWDER COATED ALUMINUM FINISH
REFER TO DETAILS FOR SPECIAL CARVED DETAILS AND LOCATIONS FOR EPDXIED OR SHAPED RETURNS
MANUFACTURER: EFCO
PRODUCT LINE:
COLOR: MATCH SHERWIN WILLLAMS SW6386 DOVER WHITE
LOCATIONS INCLUDING BUT NOT LIMITED TO:
XST03
n OPTION 1 (BASIS OF DESIGN)
OPTION 2
OPTION 3
-. OPTION 4
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
FABRICATOR: PARDAIS
FABRICATOR: GRUPIMAR
FABRICATOR: COMPOLONGHI
FABRICATOR TRANSGRANITOS
(SITE PAVERS)
is! -, y SOURCE LOCATION: PORTUGAL
SOURCE LOCATION: SPAIN
SOURCE LOCATION: ITALY
SOURCE LOCATION: PORTUGAL
TYPE: GRANITE
TYPE: GRANITE
TYPE: GRANITE'
TYPE: GRANITE
AMF04
NAME: BRPNCO CRISTAL,
NAME: BLANCO CRISTAL
NAME: WHITE MONCINI
NAME: PIEDRAS SALGADAS
POWDER COATED ALUMINUM FINISH
N' ' FINISH' FLAMED FINISH 1
FINISH: FLAMED FINISH
FINISH: FLAMED FINISH:
FINISH: LIGHT SANDBLASTED
MANUFACTURER: EFCO
,i
PRODUCT LINE:
TYPICAL SIZE: SCM (PATTERN TO BE DETERMINED)
COLOR: MATCH SHERWIN WILLIAMS SW7556 WESTHIGHLAND WHITE
LOCATIONS INCLUDING BUT NOT LIMITED TO:
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
T.O. FINIAL dIK
_
218'-01l4"
ALUMINUM SP46
WITH POWDER, '
"
...
COATEOFINI*
r
-}
b
N
_ _
J
T.O. CUPOLA
�`�!�'
PO OATED
198'-8
ALUMINUM
.ALUMINUM CUPOLA
CUPOLA
tN
POWDERDATED CAST
ro
v.
ALUM MINUMUM DE flRATIVE
� �
I
FRIEZE
—_—_—_ '—_—_—_ _
_ – – _—_—_—_—
—_—_—_—_
–
«�
– _— �_�_.�_
_---_—_� —–
– _�_ – _�_�_—
O. TOWER TLRS PARAPE
--_
–
_---_—_—_
_—_ _ _
_� _ _—_ _
__
o _
_-- � _—_—___—_--__
_ _ _
DCK
BEARING TOWER TIE
R�179-5-
No
0 EXTERIOR ELEVATION - OVERALL WEST
T.O. MECH PARAPET
13T-3"
2LQk.R4QF ills
133' - 812"
TSO. QUADRANT PARAPEL_k_
128'-2"
T.O. MAIN PARAPET
12T.10"
LEVEL 1 (MAIN
100'-
_ LPPER FONT
95'- 8"
LOWER_FQN_T
81'- 0"
_ _ LEVEL 0 (LOWER
88' - 0"
02021 HKS, INC.
H I <S
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
623 10TH AVENUE
SALT LAKE CIN, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM 8 FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH B4107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY. UTAH 84150
WILLAMETTE
VALLEY
OREGON
TEMPLE
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
EXTERIOR ELEVATION -
WEST
SHEET
NO.
A5m02
mo Imm
ME
'"'IIIIIIIIIIEIIII�III
" "' II II INTI Illlllll�l i III�II IIIIIIIIIIIIIIIIIIIIIIIIJ�191P"�"9111111111111111®ILII
III! I IIIIII IIIIIIf1IIIRl�
9
®
ISI N
PAINTED
3
MATCH E, XPOI
I
4�
atie
NTAL% METAL
1
IL IN
�ri�H3S9,lil%11CIIYIIOIIIIi11
liliil9I IIIIIIIIIIIIIIIIII
1
II Iptlllgp�oil III 11111111elIIII
®I
No
0 EXTERIOR ELEVATION - OVERALL WEST
T.O. MECH PARAPET
13T-3"
2LQk.R4QF ills
133' - 812"
TSO. QUADRANT PARAPEL_k_
128'-2"
T.O. MAIN PARAPET
12T.10"
LEVEL 1 (MAIN
100'-
_ LPPER FONT
95'- 8"
LOWER_FQN_T
81'- 0"
_ _ LEVEL 0 (LOWER
88' - 0"
02021 HKS, INC.
H I <S
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
623 10TH AVENUE
SALT LAKE CIN, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM 8 FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH B4107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY. UTAH 84150
WILLAMETTE
VALLEY
OREGON
TEMPLE
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
EXTERIOR ELEVATION -
WEST
SHEET
NO.
A5m02
EXTERIOR DESIGN SELECTIONS
SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION
EXTERIOR STONE (XST)
XST01
OPTION 3.
OPTION 1 (BASIS OF DESIGN)
OPTION 2
AMF01
NUMBER: 871
FABRICATOR: PARDAIS
FABRICATOR: GRUPIMAR
FABRICATOR: COMPOLONGHI
SOURCE LOCATION: PORTUGAL
SOURCE LOCATION: SPAIN
GL01DOUBLE-PANE,
MANUFACTURER: EFCO
TYPE: GRANITE
TYPE: GRANITE
`< + ,
. SOURCE LOCATION: PORTUGAL
NAME: BRANCO CRISTAL
NAME: BLANCO CRISTAL
PRODUCT LINE: EFCO, ULTRALOK, CHAMPAGNE, CLASS 1
FINISH: LIGHT SANDBLASTED
FINISH: LIGHT SANDBLASTED
TYPE: GRANITE
TYPICAL SIZE: 48-W X 24"H X 3CM FOR FIELD AREAS
11
COLOR: ULTCLiCHP, AAW10C22A44
OTHER SIZES AND THICKNESSES AS INDICATED ON DRAWINGS FOR PROFILESITRIM
NAME: WHITE MONCINI
REFER TO DETAILS FOR SPECIAL CARVED DETAILS AND LOCATIONS FOR EPDXIED OR SHAPED RETURNS.
XST02
sy
t
SIGN]
OPTION 2
FINISH: LIGHT SANDBLASTED
X"
FABROICATORSPAROFUS
FABRICATOR: GRUPIMAR
(SITE WALL CAPS)
Y x'*">
SOURCE LOCATION: PORTUGAL ^
SOURCE LOCATION: SPAIN
_-- _ _—_—_—__ _—_-
TYPE: GRANITE
TYPE: GRANITE
FINIAL AT SPIRE
NAME: BRANCO CRISTAL ,t !,
NAME: BLANCO CRISTAL
!bn.ri
FINISH: HONED -120 GRIT .,
FINISH: HONED -120 GRIT
OTHER SIZES AND THICKNESSES AS INDICATED ON DRAWINGS FOR PROFILES
REFER TO DETAILS FOR SPECIAL CARVED DETAILS AND LOCATIONS FOR EPDXIED OR SHAPED RETURNS
XST03
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
OPTION 1 (BASIS OF DESIGN)
OPTION 2
td^::
FABRICATOR: PARDAIS !.
FABRICATOR: GRUPIMAR
(SITE PAVERS)
,^g.,+:.
SOURCE LOCATION: PORTUGAL
SOURCE LOCATION: SPAIN
TYPE: GRANITE
TYPE: GRANITE
OPTION 3
NAME: BRANCO CRISTAL
NAME: BLANCO CRISTAL
r k
FINISH: FLAMED FINISH -
FINISH: FLAMED FINISH
FABRICATOR: COMPOLONGHI
FABRICATOR: TRANSGRANITOS
TYPICAL SIZE: 6CM (PATTERN TO BE DETERMINED)
ARCHITECTURAL METAL FINISH (AMF)
GLASS FINISHES
EXTERIOR PAINT
AGXX
OPTION 3.
MANUFACTURER: BENJAMIN MOORE
OPTION4
AMF01
NUMBER: 871
POWDER COATED ALUMINUM FINISH
FABRICATOR: COMPOLONGHI
FABRICATOR: TRANSGRANITOS
SHEEN:SEMI-GLOSS
GL01DOUBLE-PANE,
MANUFACTURER: EFCO
LOCATIONS INCLUDING BUT NOT LIMITED TO:
SOURCE LOCATION: ITALY
`< + ,
. SOURCE LOCATION: PORTUGAL
ALL GLASS TO BE LOW IRON
PRODUCT LINE: EFCO, ULTRALOK, CHAMPAGNE, CLASS 1
TYPE: GRANITE
NOTE: COLOR SELECTION IS BASED ON BASIS
TYPE: GRANITE
LOCATIONS INCLUDING BUT NOT LIMITED TO:
11
COLOR: ULTCLiCHP, AAW10C22A44
ALL GLAZED ALUMINUM WALL SYSTEMS
NAME: WHITE MONCINI
NAME: PEDRAS SALGADAS
PAINT SELECTION TO MATCH
LOCATIONS INCLUDING BUT NOT LIMITED TO:
FINISH: LIGHT SANDBLASTED
- FINISH: LIGHT SANDBLASTED
__---_ _--- _—_—___ _—_—__�_ _
-=----------_--�-,_
GLAZED ALUMINUM WALL SYSTEMS
_��-------------------
_-- _ _—_—_—__ _—_-
_
FINIAL AT SPIRE
PARAPET CAPS
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
AMFO2
POWDER COATED ALUMINUM FINISH
MANUFACTURER: EFCO
OPTION 3
OPTION 4
TLINE:
FABRICATOR: COMPOLONGHI
FABRICATOR: TRANSGRANITOS
COLOR: MATCH SHERWIN WILLIAMS SW6062 RUGGED BROWN
COLOR:
SOURCE LOCATION: ITALY
SOURCE LOCATION: PORTUGAL
LOCATIONS INCLUDING BUT NOT LIMITED TO:
TYPE: GRANITE
`-'
TYPE: GRANITE
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
NAME: WHITE MONGNI
NAME: PEDRAS SALGADAS
FINISH: HONED -120 GRIT
i FINISH: LIGHT SANDBLASTED
AMF03
POWDER COATED ALUMINUM FINISH
MANUFACTURER:EFCO
PRODUCT LINE:
COLOR: MATCH SHERWIN WILLIAMS SW6365 DOVER WHITE
LOCATIONS INCLUDING BUT NOT LIMITED TO:
OPTION 3
::
OPTION 4
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
FABRICATOR: COMPOLONGHI
' FABRICATOR: TRANSGRANITOS
SOURCE LOCATION: ITALY
". SOURCE LOCATION: PORTUGAL
TYPE: GRANITE
TYPE: GRANITE
AMII
NAME: WHITE MONCINI
NAME: PEDRAS SALGADAS
POWDER COATED ALUMINUM FINISH
FINISH: FLAMED FINISH
FINISH: LIGHT SANDBLASTED
MANUFACTURER: EFCO
- ^
PRODUCT LINE:
COLOR: MATCH SHERWIN WILLIAMS SW7666 WESTHIGHLAND WHITE
LOCATIONS INCLUDING BUT NOT LIMITED TO:
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
"
i
1
r
GLASS FINISHES
EXTERIOR PAINT
AGXX
ART GLASS TYPES - SEE A3 4X AND A5.4X
XPO1
MANUFACTURER: BENJAMIN MOORE
SERIES SHEETS
NUMBER: 871
COLOR: PEARL RIVER
SHEEN:SEMI-GLOSS
GL01DOUBLE-PANE,
INSULATED VISION GLASS UNIT
LOCATIONS INCLUDING BUT NOT LIMITED TO:
TYPE A (REFER TO SPECIFICATIONS)
EXTERIOR HM DOORS AND FRAMES
ALL GLASS TO BE LOW IRON
NOTE: COLOR SELECTION IS BASED ON BASIS
LOCATIONS INCLUDING BUT NOT LIMITED TO:
OF DESIGN STONE. SELECTION OF
ALL GLAZED ALUMINUM WALL SYSTEMS
DIFFERENT STONE OPTION WILL REQUIRE
PAINT SELECTION TO MATCH
--_—_—_—_ —— —_—_ _ _—_.-___—_—___—_—
__ F a
I
'CARVED STONE
ELEMENT (TYP)
MECH ROOF
133'-91/2' `
I ,
ids
I
x
ur CAST ALUMINUM
7 ( SPANDREL PANELS (TYP) ry
SYSTEAWMINUM WALL
SYSTEM _.
EMM(TVP)
,t If
P
4 lfL
�LEVEI
e
—r
rt 5 .Z v n a x ryx cy a r z4 jr 7 t"^ .r < - aex x✓ :° a"` T >1 j:;
' J': -1 s ✓ �'" Ywr '� S n`" *}h r'L'„ - Y R +i` s CxE�`''j " � } v ✓ x _im*'^t^ ^ k r rix '"" �; F y,
y
1 �,"„,` ✓3 a > :.+ 5f ; ''
'<_�e- .. T'4, .. T✓ +>n.,..,. x.;., .. ,m_ _;r, af.^.."� a>i-v.->- .,,..., ,.:x. _". r* ��c .-..T ...:..,.,., _ r .,...,!'_..- ".. ,u ._ ... '6.,_,_�,.�,.s .. ,. >...- ." d n4'�'-_- ,_.. :a§.,=
OEXTERIOR ELEVATION - OVERALL NORTH
118" = V-0"
_—_—_—_ T.O. FINIAL
219'-01/4"
_—_—_—_ T.O. CUPOLA
198'-8"
L0.70WER TIER 5 PARAPET
190' - 0"
_—_ DECKBEARINGTOWER TIER
179-5"
DECK BEARING TOWERTER
166'- 10"
—_—_
T,(apT R2PARAPET AIN
160' - 8"
_ — _ DECK BEARING TOWER TIER 2 ROF
198-9'.3"
T.O. TIER i P
ARAPET752'-4"
_DECK BEARING TCL TIER 9 ROOF
149 -10"
_—_—_ T.O. MECH PARAPET
T.O, QUADRANT PA PET Ill
129' - 2"
MAIN PARAPET
123-10'
LEVEL 1 ],MAIN
_—_—_-100,-0„
—_—_—_ UPPE_RFONT
95'-8'
RF NOT
91' - 0"
--_—_—LEVE) LO fLO1A %1
02021 HKS, INC.
L■�
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
62310TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM 8 FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
OREGON
TEMPLE
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
EXTERIOR ELEVATION -
NORTH
SHEET
NO.
A5m03
A
f
__---_ _--- _—_—___ _—_—__�_ _
-=----------_--�-,_
_��-------------------
_-- _ _—_—_—__ _—_-
_
--_—_—_—_ —— —_—_ _ _—_.-___—_—___—_—
__ F a
I
'CARVED STONE
ELEMENT (TYP)
MECH ROOF
133'-91/2' `
I ,
ids
I
x
ur CAST ALUMINUM
7 ( SPANDREL PANELS (TYP) ry
SYSTEAWMINUM WALL
SYSTEM _.
EMM(TVP)
,t If
P
4 lfL
�LEVEI
e
—r
rt 5 .Z v n a x ryx cy a r z4 jr 7 t"^ .r < - aex x✓ :° a"` T >1 j:;
' J': -1 s ✓ �'" Ywr '� S n`" *}h r'L'„ - Y R +i` s CxE�`''j " � } v ✓ x _im*'^t^ ^ k r rix '"" �; F y,
y
1 �,"„,` ✓3 a > :.+ 5f ; ''
'<_�e- .. T'4, .. T✓ +>n.,..,. x.;., .. ,m_ _;r, af.^.."� a>i-v.->- .,,..., ,.:x. _". r* ��c .-..T ...:..,.,., _ r .,...,!'_..- ".. ,u ._ ... '6.,_,_�,.�,.s .. ,. >...- ." d n4'�'-_- ,_.. :a§.,=
OEXTERIOR ELEVATION - OVERALL NORTH
118" = V-0"
_—_—_—_ T.O. FINIAL
219'-01/4"
_—_—_—_ T.O. CUPOLA
198'-8"
L0.70WER TIER 5 PARAPET
190' - 0"
_—_ DECKBEARINGTOWER TIER
179-5"
DECK BEARING TOWERTER
166'- 10"
—_—_
T,(apT R2PARAPET AIN
160' - 8"
_ — _ DECK BEARING TOWER TIER 2 ROF
198-9'.3"
T.O. TIER i P
ARAPET752'-4"
_DECK BEARING TCL TIER 9 ROOF
149 -10"
_—_—_ T.O. MECH PARAPET
T.O, QUADRANT PA PET Ill
129' - 2"
MAIN PARAPET
123-10'
LEVEL 1 ],MAIN
_—_—_-100,-0„
—_—_—_ UPPE_RFONT
95'-8'
RF NOT
91' - 0"
--_—_—LEVE) LO fLO1A %1
02021 HKS, INC.
L■�
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
62310TH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN BOERUM 8 FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
OREGON
TEMPLE
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
EXTERIOR ELEVATION -
NORTH
SHEET
NO.
A5m03
0
Mi a
EXTERIOR DESIGN SELECTIONS
SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION
EXTERIOR STONE (XST)
AMF01
POWDER COATED ALUMINUM FINISH
MANUFACTURER:EFCO
ART GLASS TYPES - SEE A3.4X AND A5.4X
PRODUCT LINE: EFCO, ULTRALOK, CHAMPAGNE, CLASS 1
SERIES SHEETS
XSTO1
OPTION 1 (BASIS OF DESIGN)
OPTION 2
TYPE A (REFER TO SPECIFICATIONS)
OPTION 3
ALL GLASS TO BE LOW IRON
OPTION 4
TRANSGRANI70S
LOCATIONS INCLUDING BUT NOT LIMITED TO:
FABRICATOR: PAROAIS
FABRICATOR: GRUPIMAR
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
FABRICATOR: COMPOLONGHI
POWDER COATED ALUMINUM FINISH
FABRICATOR:
MANUFACTURER: EFCO
SOURCE LOCATION: PORTUGAL
SOURCE LOCATION: SPAIN
SOURCE LOCATION: ITALY
''
SOURCE LOCATION: PORTUGAL
TYPE: GRANITE
,.
TYPE: GRANITE
TYPE: GRANITE
"TYPE:
GRANITE '.
NAME: BRANCO CRISTAL
NAME: BLANCO CRISTAL
NAME: WHITE MONCINI
AMF04
NAME: PIEDRAS SALGADAS
FINISH: LIGHT SANDBLASTED
FINISH: LIGHT SANDBLASTED
FINISH: LIGHT SANDBLASTED
i FINISH: LIGHT SANDBLASTED
TYPICAL SIZE: 48-W X 24"1-1 X 3CM FOR FIELD AREAS
OTHER SIZES AND THICKNESSES AS INDICATED ON DRAWINGS FOR PROFILESITRIM
REFER TO DETAILS FOR SPECIAL CARVED DETAILS AND LOCATIONS FOR EPDXIED OR
SHAPED RETURNS.
XST02
1 OPTION 1 (BASIS OF DESIGN)
FABRICATOR: PARDAIS
OPTION 2
FABRICATOR: GRUPIMAR
"
OPTION 3
FABRICATOR: COMPOLONGHI
O PTION 4
FABRICATOR: TRANSGRANITOS
(SITE WALL CAPS)
CTS''
ai T y,"4,' SOURCE LOCATION: PORTUGAL
SOURCE LOCATION: SPAIN
3
SOURCE LOCATION: ITALY
i -
: SOURCE LOCATION: PORTUGAL
it TYPE: GRANITE
TYPE: GRANITE
TYPE: GRANITE
TYPE: GRANITE
NAME', BRANCO CRISTAL
NAME: BLANCO CRISTAL
NAME: WHITE MONCINI
NAME: PEDRAS SALGADAS
y1 FINISH. HONED -120 GRIT ..
FINISH: HONED -120 GRIT
FINISH: HONED -120 GRIT
FINISH: LIGHT SANDBLASTED
"
OTHER SIZES AND THICKNESSES AS INDICATED ON DRAWINGS FOR PROFILES
REFER TO DETAILS FOR SPECIAL CARVED DETAILS AND LOCATIONS FOR EPDXIED OR SHAPED RETURNS
XST03
OPTION 1 (BASIS OF DESIGN)
FABRICATOR: PAROAIS
OPT ON 2
FABRICATOR: GRUPIMAR
OPTION 3
FABRICATOR: COMPOLONGHI
OPTION 4
FABRICATOR: TRANSGRANffOS
(SITE PAVERS)
`- T?,. t. SOURCE LOCATION: PORTUGAL
SOURCE LOCATION: SPAIN
SOURCE LOCATION' ITALY
SOURCE LOCATION: PORTUGAL
p'-", TYPE: GRANITE
TYPE: GRANITE
TYPE: GRANITE
TYPE: GRANITE
NAME: BRANCO CRISTAL
NAME: BLANCO CRISTAL
NAME: WHITE MONCINI
NAME: PIEDRAS SALGADAS
tµ FINISH: FLAMED FINISH
FINISH: FLAMED FINISH
FINISH: FLAMED FINISH
FINISH: LIGHT SANDBLASTED
TYPICAL SIZE: 6CM (PATTERN TO BE DETERMINED)
i
ALUMINUM
1 -7777-WITH
SPIRE ^ `
POWDER
COATED
FINISH _
i�
I
,t ,
ARCHITECTURAL METAL FINISH (AMF)
AMF01
POWDER COATED ALUMINUM FINISH
MANUFACTURER:EFCO
ART GLASS TYPES - SEE A3.4X AND A5.4X
PRODUCT LINE: EFCO, ULTRALOK, CHAMPAGNE, CLASS 1
SERIES SHEETS
COLOR: ULTCLICHP, AA-M10C22A44
1" DOUBLE -PANE, INSULATED VISION GLASS UNIT
LOCATIONS INCLUDING BUT NOT LIMITED TO:
TYPE A (REFER TO SPECIFICATIONS)
GLAZED ALUMINUM WALL SYSTEMS
ALL GLASS TO BE LOW IRON
FINIAL AT SPIRE
LOCATIONS INCLUDING BUT NOT LIMITED TO:
PARAPET CAPS
ALL GLAZED ALUMINUM WALL SYSTEMS
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
AMF02
POWDER COATED ALUMINUM FINISH
DIFFERENT STONE OPTION WILL REQUIRE
MANUFACTURER: EFCO
PAINT SELECTION TO MATCH
PRODUCT LINE:
COLOR: MATCH SHERWIN WILLIAMS SW6062 RUGGED BROWN
LOCATIONS INCLUDING BUT NOT LIMITED TO:
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
AMF03
POWDER COATED ALUMINUM FINISH
MANUFACTURER:EFCO
PRODUCT LINE:
COLOR: MATCH SHERWIN WILLIAMS SW6385 DOVER WHITE
LOCATIONS INCLUDING BUT NOT LIMITED TO:
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
AMF04
POWDER COATED ALUMINUM FINISH
MANUFACTURER:EFCO
PRODUCT LINE:
COLOR: MATCH SHERWIN WILLIAMS SW7566 WESTHIGHLAND WHITE
LOCATIONS INCLUDING BUT NOT LIMITED TO:
INTERIOR SIDE AS CALLED OUT ON INTERIOR ELEVATIONS
GLASS
FINISHES
AOXX
ART GLASS TYPES - SEE A3.4X AND A5.4X
SERIES SHEETS
GLO1
1" DOUBLE -PANE, INSULATED VISION GLASS UNIT
TYPE A (REFER TO SPECIFICATIONS)
ALL GLASS TO BE LOW IRON
LOCATIONS INCLUDING BUT NOT LIMITED TO:
ALL GLAZED ALUMINUM WALL SYSTEMS
JNTED HM ROOF
)CESS:DOOR, XPOI
OEXTERIOR ELEVATION - OVERALL EAST
1/8" = V-0°
EXTERIOR
PAINT
XP01
MANUFACTURER: BENJAMIN MOORE
NUMBER: 871
COLOR: PEARL RIVER
SHEEN:SEMI-GLOSS
LOCATIONS INCLUDING BUT NOT LIMITED TO:
EXTERIOR HM DOORS AND FRAMES
NOTE: COLOR SELECTION IS BASED ON BASIS
OF DESIGN STONE. SELECTION OF
goli
DIFFERENT STONE OPTION WILL REQUIRE
OEXTERIOR ELEVATION - OVERALL EAST
1/8" = V-0°
EXTERIOR
PAINT
XP01
MANUFACTURER: BENJAMIN MOORE
NUMBER: 871
COLOR: PEARL RIVER
SHEEN:SEMI-GLOSS
LOCATIONS INCLUDING BUT NOT LIMITED TO:
EXTERIOR HM DOORS AND FRAMES
NOTE: COLOR SELECTION IS BASED ON BASIS
OF DESIGN STONE. SELECTION OF
DIFFERENT STONE OPTION WILL REQUIRE
PAINT SELECTION TO MATCH
T.O_FINIAL
219' - 0 114"
T.O. CUPOLA olb
198--g-
TIER 5 PARAPET
190--o"
T.Q.
T.D.
T.O. MECH PARAPET
137'-3"
_ T.O_QUADRANT PARAPET
129--Z-
MAIN
29'-2"MAIN PARAPET
123'- 10"
LEVEL 0 (LOWER
881. 0"
02MI HKS, INC.
HKS
ARCHITECT
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UTAH 84101
INTERIOR DESIGN
TENTH AVENUE DESIGN
6231OTH AVENUE
SALT LAKE CITY, UT 84130
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
800 WILLAMETTE ST. SUITE 400
EUGENE, OR 97401
LANDSCAPE ARCHITECT
THE SATRE GROUP
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OR 97401
STRUCTURAL ENGINEER
REAVELEY
675 E 500 S, SUITE 400
SALT LAKE CITY, UT 84102
MECHANICAL ENGINEER
VAN SOERUM & FRANK
181 EAST 5600 SOUTH, SUITE 200
MURRAY, UTAH 84107
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
EXTERIOR ENCLOSURE
MORRISON HERSHFIELD
50 WEST BROADWAY, SUITE 300
SALT LAKE CITY, UTAH 84101
OWNER
THE CORPORATION OF THE PRESIDING
BISHOP OF THE CHURCH OF JESUS
CHRIST OF LATTER-DAY SAINTS
50 E NORTH TEMPLE STREET
SALT LAKE CITY, UTAH 84150
WILLAMETTE
VALLEY
OREGON
TEMPLE
REVISION
NO. DESCRIPTION DATE
PROJECT NUMBERS
HKS: 24552
DATE
29 APRIL 2022
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
EXTERIOR ELEVATION -
EAST
SHEET
NO.
A5.04