HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/3/2020---------------------------------------------------------------------------------------------------------
V ' STREET
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12 16 14 15 ,16 17 18 �/ 1 12 13 14 16 16 17
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1 2 3 4 5 8 1 B 2 3 5 6 B 13 4H�7 8nI 2 S
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u � � u� Northwood Christian
PIGNICAREA o o C h u r c h
Q Q PLAYGROUND
2G STALLS < ■ 111 "
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—
N
IT E P LA N
-A_= – - 30
(Future)
High School/
Middle School
1
2G STALLS
I V
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------------------------- - - -
233 TOTAL STALLS
380 Ll In gtmet
Eugene, Oregon 97401
Phone:541-344-3332
11. 541-344-1597
�borsouth.mm
PROJECT
Northwood
Christian Church
Marcola Road
Springfield, OR
INDEX
Site Plan
JOB NO
0520
DATE
01 December 2020
DRAWN BY
Jordan, Steve, Ryan W.
CHECKED BY
Dan
REVISION
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Eugene, Oregon 97401
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Eugene, Oregon 97401
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Eugene, Oregon 97401
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WHEN
Marcola Road
Springfield, OR
INDEX
NURSERY PRE -K CLASS
aP
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L�12
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JULIE v`n N`
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Eugene, Oregon 97401
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1 LJ
Northwood
Christian Church
Marcola Road
Springfield, OR
INDEX
i ocovs
JOB NO
0520
i
■
DRAWN BY
Jordan, Steve, Ryan W.
CHECKED BY
Dan
REVISION
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SGALE _ O
AREA 37,194 SF 1ST FLOOR
44,788 SF TOTAL
srOR.
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SGALE: 111G" 1'-0"
AREA 7594 SF 2ND FLOOR
44,788 SF TOTAL
I
380 LnCPln gtmet
Eugene, Oregon 97401
Phone:541-344-3332
F. 541-344-1597
�borsouth.mm
PROJECT
Northwood
Christian Church
Marcola Road
Springfield, OR
INDEX
Floor Plans
JOB NO
0520
DATE
■
DRAWN BY
Jordan, Steve, Ryan W.
CHECKED BY
Dan
REVISION
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FIRST FLOOR PLAN I 1/10"
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AREA 37,194 SF 1ST FLOOR
44,788 SF TOTAL
srOR.
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SGALE: 111G" 1'-0"
AREA 7594 SF 2ND FLOOR
44,788 SF TOTAL
I
380 LnCPln gtmet
Eugene, Oregon 97401
Phone:541-344-3332
F. 541-344-1597
�borsouth.mm
PROJECT
Northwood
Christian Church
Marcola Road
Springfield, OR
INDEX
Floor Plans
JOB NO
0520
DATE
01 December 2020
DRAWN BY
Jordan, Steve, Ryan W.
CHECKED BY
Dan
REVISION
of
0
OF 0
MEMBERS OP THE
AMERICAN INSTITUTE
OF ARCHITEM
SHEETNO
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EAST ELEVATION
SGALE: 3/32" - V - O"
... ..�. ! w FROM SANCTUARY WOOD SIDING
BALCONY
SOUTH ELEVATION
SCALE : 3/32" - V -O"
I
380 Ll In gtmet
Eugene, Oregon 97401
Phone:541-344-3332
F. 541-344-1597
�borsouth.mm
PROJECT
Northwood
Christian Church
Marcola Road
Springfield, OR
INDEX
East & South
Elevations
JOB NO
0520
DATE
01 December 2020
DRAWN BY
Jordan, Steve, Ryan W.
CHECKED BY
Dan
REVISION
$0A#
OF 0
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AMERICAN INSTITUTE
OF ARCHITECTS
SHEETNO
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W EST ELEVATION
SGALE: 3/32" - V - O"
WINDOWS.
NORTH ELEVATION
SGALE: 3/32" - V -O"
:ER
SIDING
SL SIDING
I
380 Ln Ingtmet
Eugene, Oregon 97401
Phone:541-344-3332
11. 541-344-1597
�borsouth.mm
PROJECT
Northwood
Christian Church
Marcola Road
Springfield, OR
INDEX
North & West
Elevation
JOB NO
0520
DATE
01 December 2020
DRAWN BY
Jordan, Steve, Ryan W.
CHECKED BY
Dan
REVISION
VA#/OF
IOL
0
MEMBERS OP THE
AMERICAN INSTITUTE
OF ARCHITECTS
SHEETNO
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23RD STREET
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4156 q rt
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--
�—EI`WATER II I E%SAN MH --
— — RIM: 469.34 ._ _ [_ ___— ___ � _______
--
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IE IN: 457.31 (12'N) '------ - I\
7 I / I IE T. 457.30 (12'5) \_
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IE IN: 46225 (6'N)
IE IN: 46204 (8°E)
U-OONRRMED TO BE LONER THAN OUT -
IE OUT 462.15 (8"A)
TAX LOT 10000 TAX LOT 1800
\ TAX MAP 17.03.25AB I I I I I 10" PVC Tax MAP 17.03.25AC
M I
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PROPOSED
F
POND
II�J
I
GRAPHIC SCALE
40 0 20 40 60 160
IN FEET )
I inch = 40 ft.
EX STM CI
RIM: 466.96
IE IN: 461.06 (36-E)
IE OUT: 461.06 (36'N)
EX STM CI RIM: 466.39 IE
IN: 461.39 (24°E) IE OUT:
461.37 (24'N) SUMP:
461.24
TAX LOT 1000
TAX MAP 17.03.25AD
TAX LOT 1100
TAX MAP 17.03.25AD
EX STM MH
RIM: 466.24
IE IN: 459.01 (60`N)
IE IN: 461.12 (24'E)
IE OUT: 458.30 (60N
TAX LOT 1300
TAX MAP 17.03.25AC
Ex STM CI
RIM: 466.04
IE IN: 460.24 (361)
IE OUT: 460.14 (36°N)
SUMP: 457.54
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TAX MAP 17.03.25AC
PREL
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EXPIRES DEC. 31, 2021
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0 I I I I IE IN: 462.06'(24"E)
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p= o w r Y P I I I TAX MAP 17.03.25AA \ I a I
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\ TAX LOT 1400 IIIII IIIII I `� I �I \I 1 II !
TAX MAP 17.03.25AA
13.00' DRAINAGE20.
II ,IIIII I II \\�,/ 00' PupLIC SANITARY
EASEMENT PER PLAT OF I = \ 7.00' SANITARY SIKER I I SEWER EA3SEEMENT PER v III !
"AUSTIN PARK SOUTH" III Q I EASEMENT PW I DOC. NO 6t-\50778
,,III Q DOC. NO.�8-11838 I1 J
l o¢ L I IJI I I EX SAN MH I I=
O A ,III fill RIM: 467.87 \ / EX STM q I
nAs RIM: 466.39 3
W I(' I IE IN: 458.08 (12'N) I I `� 9 _ J
I _ZI I \ IE OUT: 458.07 (12°S) \ 1 IE IN 461.39 (24°E) N
O ^ I VIII I%' 13.20' SANITARY SEWER EX SAN MH I I - - - ✓ IE OUT: 1.37 (24"W) Q. I
2 I J w R - - RIM: 469.34 - - - - - - - - / S P: 461.24 %-
x oI ILcI \ rr6, EASEMENT PER REEL 1564 IE IN: 457.31 (12"N) I I / ,EX 60" RCP
N �I II"`''l( nP�o Rsy� ` _ DOC. N0. 89-11838 / \ __I€ -0LLE 457.30 (12"S) I _ - \ CULVERT
= I \\\\\\ X3.00' DRAINAGE/ 15-CH)clC � 468- 1 _ � _ - _ _ x=468_ - - U E CXl P -= o I,
EASEMENT PER SLAT / - -469- � , �ULV�ERT
W - _ \�= _ _ _ _ -OF "NICOLE PARI(= C _ -4=OU ALL 9� -
_ - - _ __ _- _ ii!l _
fn - _ - - - =- _ - - - = = = = _ _ _=__�i��ii� JN: 459.01 (60'N)
112.99' N88'OP58°W 6.20, _ - - _ _ - _ _ - _ // /�= j:
-CHAIN LINK FENCE = -= _ IRVING SLOUGH => =- = = ����� _ i -'l ��E Ham: -461.12 Ej�I
_ i_ - - - = 68 _- /�j1E OUT: 458.30 W)
Z o m I - - '- - - wT x470=& TER OUTFALL /� - - = f s
J o oo a I - - -- - • r I IE: 462.17 L _ j --A68- '�� ` �4�� 410469�T IS APPROXIMATED DUf
_ Mo n W ` I I I oo m I I -� EKSAN.NIH r ro� �TII DEBRIS IN BOTTOM OF MH }
¢ o m O m i� I RIM: 468.81 �- `�10.00'Yit30.00' SIGN EASEMENT -+a
V^ F F o '� 15.00'�ELIC WATER <
p C o g o , I I I rn o W . ,,, � ! ¢ d M N I I I EASEMENT�PE"OC. NO. IE IN: 462.25 (6"N) J PER DOC. NO. 94-29763�� I I I
Q a a v a �" a g o x o 'm o I ,g 2009-031683 IE IN: 462.04 (8"E) 1 /- R�-(n-)-- 20.00' PUBLIC WATE A�'SE�IENT
�I oo^wyev II II III �¢>���CO' NFIRMED TO BE LOWER THAN OUT** REP-DOC3/
683QXOZ�M IE OUT: 462.15HI V
ox >< >< NOI'58'02'E 515.87' f
II
.I
103>7H 03576 103577 0357 103574 0� CURBSTOOP )
- - - - -23RD STREET Itiot I>lo e \ - ~ - - ✓q6a^ I 103571 I 558 \ EX DRAIN I 1 I
- - - - - - , 14.00' WATERLINE I I 103573 I 0357 103556 �_ 103557
\ \
EASE1755
MENT PER
PN0. 9x20133
14.00' SANITARY SEWER 1
ISI II I EASEMENT PER REEL 1935 103648
TAX LOT 10000 I I TAX LOT 1800 ,I INSTR. NO. 94-21981
TAX MAP 17.03.25A8 I I I I 10° PVC TAX MAP 17.03.25AC al I CONC WALL
\1011 m1
8.00' PUBLIC UTILITY ` EX STM MH 103649
I I EASEMENT PER PLAT I I 1n RIM: 467.88 I I TAX LOT 1700 103650 I`
OF "NICOLE PARK' I i II I IE IN: 463.53 (10"S) I TAX MAP 17.03.25AC
ISI IE IN: 463.35 (15"W) 1103651 '
I= I I IE OUT: 463.29 (15-E) I I I
LIJ
I I I I I I 103652 i I
_ Z I I I^ I I I I I I
o, Q
EX SAN MH I I 103654
TAX LOT 1700 J N . =s ! _ I III - _ s" Pvc s" PVC_sw- F a o � W 4 RIM: 467.52 vx
TAX MAP 17.03.25AA o a E5 F a m o¢ I Z I III I IE IN: 454.96 (42"E) 103653 I_
N m< o w m o Z I I IE OUT: 454.90 (42°W) EX STM CI ;
o z a a a �! W I Q I I I I EX SAN MH I I RIM: 465.36
EX SAN MH F m r a o W m l I RIM: 466.57
H o W Z Z I I I IE IN: 458.20 (60'E)-
RIM: 468.36 O o a F p I= IE IN: 461.19 (6'N)
J Q w ? o N J a 1n 15' PVC 12' PVC `ao IE OUT: 458.14 (60"W) I
IE IN: 1158.74 (10"N) o ¢ - - _ _ IE IN: 460.97 (8"E) II
x I - �w < s (n I I I- - -s"'- I I COMM MANHOLE `
IE OUT: 58.69 (12"S) ¢ : 1 x ;Y IE IN: 460.54 (6"S)
_ F I I I IE OUT: 460.49 (8"W) I (NO LOCATES)
H
EX STM MH
N I I I I,N RIM: 467.86 I I EX DRAIN ' I
I I IE IN: 463.00 (12"W) EX STM MH 0"I CON
EX SAN MH - - I I I I IE IN: 462.93 (12"S) I I RIM: 464.77 I e
G W RIM: 465.82 W I I I I IE IN: 462.80 (15'N)
OO Z I IE IN: 459.28 (8"E) I IE OUT: 462.75 (15-E) I - IE IN: 460.10 (24"W) I I a
m W I IE IN: 458.96 (8"W) a o m o m J I IE IN: 459.94 (24°N) \ I I I
0 + F r F o ,n o ,a„ IE IN: 458.10 (60"E)
Q> IE IN: 458.86 (10"N) m g v N N N =
IE OUT: 458.06 (60-S)
.J Q I IE OUT: 458.84 (10"S) R w z r o F I I 1
OJT c:) r2
a
s I TAX LOT 4000 w x J EX STM CI
464.96
I TAX MAP 17.03.25AB ¢ i5 ¢ x RIM: (12"W) I
¢ � � � I IE IN: 460.52 (12"W) I
IE OUT:
Q
! H I' 111 I
Z
SCALE: 1"=50 FEET
m 666
50 0 10 25 50
TAX LOT 901
TAX MAP 17.03.25AD
I
I
TAX LOT 1000
IY ---> TAX MAP 17.03.25AD
CONIC WALL
P_ GRAVEL
T=' DRIVEWAY
TAX LOT 1100
TAX MAP 17.03.25AD
j TAX LOT 1300
TAX MAP 17.03.25AC
EX STM CI
I RIM: 466.04
'I
IE OUT: 460.14 (36"W)
SUMP: 457.54
TAX LOT 1200
TAX MAP 17.03.25AC
CONCRETE
DRIVEWAY
al CHAIN LINK
FENCE
GRAVEL
DRIVEWAY
TAX LOT 1101
TAX MAP 17.03.25AC
TAX LOT 1000
TAX MAP 17.03.25AC
ZM
EX STM CI
RIM: 465.20
IE IN: 459.41 (36"E)
IE OUT: 459.02 (36"W)
SUMP: 456.70
Fr IE IN: 460.28 (18"W)
I N 22ND IE IN: 458.92 (36"E)
I'S-TREET IE IN: 458.01 (60"N)
IE OUT: 457.98 (60"S)
EX STM CI
RIM: 464.89
IE IN: 460.60 (12"W)
IE OUT: 460.57 (18"E)
TREE TABLE
TAX LOT 900
1
TAX MAP 17.03.25AD
103556
EX STM CI
10
a RIM: 466.96
DECIDUOUS
'r QI IE IN: 461.08 (36"E)
103558
IE OUT: 461.06 (36"W)
10
103571
I
I
TAX LOT 1000
IY ---> TAX MAP 17.03.25AD
CONIC WALL
P_ GRAVEL
T=' DRIVEWAY
TAX LOT 1100
TAX MAP 17.03.25AD
j TAX LOT 1300
TAX MAP 17.03.25AC
EX STM CI
I RIM: 466.04
'I
IE OUT: 460.14 (36"W)
SUMP: 457.54
TAX LOT 1200
TAX MAP 17.03.25AC
CONCRETE
DRIVEWAY
al CHAIN LINK
FENCE
GRAVEL
DRIVEWAY
TAX LOT 1101
TAX MAP 17.03.25AC
TAX LOT 1000
TAX MAP 17.03.25AC
ZM
EX STM CI
RIM: 465.20
IE IN: 459.41 (36"E)
IE OUT: 459.02 (36"W)
SUMP: 456.70
Fr IE IN: 460.28 (18"W)
I N 22ND IE IN: 458.92 (36"E)
I'S-TREET IE IN: 458.01 (60"N)
IE OUT: 457.98 (60"S)
EX STM CI
RIM: 464.89
IE IN: 460.60 (12"W)
IE OUT: 460.57 (18"E)
TREE TABLE
TREE NUMBER
TYPE
DBH (IN.)
103556
DECIDUOUS
10
103557
DECIDUOUS
10
103558
DECIDUOUS
10
103571
DECIDUOUS
14
103572
DECIDUOUS
12
103573
DECIDUOUS
12
103574
CONIFEROUS
18
103575
DECIDUOUS
10
103576
CONIFEROUS
10
103577
CONIFEROUS
10
103578
CONIFEROUS
18
103579
CONIFEROUS
16
103580
DECIDUOUS
14
103581
DECIDUOUS
12
103582
DECIDUOUS
14
103583
DECIDUOUS
14
103584
DECIDUOUS
14
103585
DECIDUOUS
14
103648
DECIDUOUS
16
103649
DECIDUOUS
8
103650
DECIDUOUS
18
103651
DECIDUOUS
6
103652
DECIDUOUS
14
103653
DECIDUOUS
16
103654
DECIDUOUS
6
103655
DECIDUOUS
10
103656
1 DECIDUOUS
1 8
103657
1 DECIDUOUS
1 10
1. NOTES: VERTICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK NO.
OE1625, ALSO BEING LANE COUNTY BENCHMARK NO. 158 LOCATED
IN SPRINGFIELD AT THE JUNCTION OF MAIN STREET AND 33RD
STREET, 205.1 FT NORTH OF THE CENTERUNE OF THE WESTBOUND
LANES OF MAIN STREET, 46.3 FT SOUTHWEST OF THE SOUTHWEST
CORNER OF THE BURGES RESIDENCE AT 185 33RD STREET, 22.6 FT
EAST OF THE CENTER OF 33RD STREET, 19.7 FT SOUTH OF THE
CENTER OF A DRIVEWAY, AND 3.6 FT NORTH OF UTILITY POLE
NUMBER 135, IWTH AN ELEVATION OF 478.11 FEET (NAVD 88).
2. HORIZONTAL DATUM: A LOCAL DATUM PLANE SCALED FROM
OREGON STATE PLANE SOUTH 3602 NAD83(2011) EPOCH
2010.0000. THE STATE PLANE COORDINATES WERE DERIVED FROM
THE TRIMBLE VRS NOW NETWORK.
3. UTIUTIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE
MARKINGS AS PROVIDED BY OTHERS, AND PROVIDED PER UTILITY
LOCATE TICKET NUMBERS 20017795, 20017797 AND 20017799. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
LOCATES REPRESENT THE ONLY UTIUTIES IN THE AREA
CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.
4. THE TOPOGRAPHIC INFORMATION HEREON IS BASED ON AN EXISTING
CONDITIONS PLAN PREPARED BY MULTI -TECH ENGINEERING DATED
FEBRUARY 2019 AND MAPPED PER CAD FILES RECEIVED FROM SAID
FIRM ON JANUARY 7, 2020. ADDITIONAL SUPPLEMENTAL
TOPOGRAPHIC SURVEYING WAS PERFORMED BY AKS ENINGEERING &
FORESTRY, LLC IN FEBRUARY 2020.
5. THIS IS NOT A BOUNDARY SURVEY TO BE RECORDED WITH THE
COUNTY. BOUNDARIES MAY BE PREUMINARY AND SHOULD BE
CONFIRMED WITH THE STAMPING SURVEYOR PRIOR TO RELYING ON
FOR DETAILED DESIGN OR CONSTRUCTION.
6. CONTOUR INTERVAL IS 1 FOOT.
7. WETLAND BOUNDARIES SHOWN WERE DEUNEATED BY AKS
ENGINEERING & FORESTRY, LLC. ON FEBRUARY 6, 2020 AND WERE
PROFESSIONALLY SURVEYED BY AKS ON FEBRUARY 10, 2020.
8. TREES AS SHOWN ARE PER EXISTING CONDITIONS PLAN AND
ACCOMPANYING CAD FILES BY MULTI -TECH ENGINEERING DATED
FEBRUARY 2019 AND RENEWED ON JANUARY 17, 2020. TREE
DIAMETERS WERE NOT CONFIRMED BY AKS ENGINEERING AND
FORESTRY. TREE INFORMATION IS SUBJECT TO CHANGE UPON
ARBORIST INSPECTION.
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1
635.00'
16'49'28'
186.46'
SIO.26-52"W 185.79'
C2
14.00'
895524'
21.97'
S4659'50"W 19.79'
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JOB NUMBER
7736
SHEET
01