HomeMy WebLinkAboutPlat, Subdivision APPLICANT 11/10/2014TO DOWNTOWN
SPRINGFIELD
CA'.Ta "
LOCATION
VICINITY MAP
SCAT£: 535
PROJECT TEAM
■
�■■■�■/gin
PREPARED FOR:
HAYDEN HOMES
SPRINGFIELD, OREGON
TENTATIVE SUBDIVISION
I
I
/
PINBE II
AREA'. 7.46 qC
40- 139 38 37 J6 IS 39 JJ J21 IL J0 19
417 I
43 AS ® a (u 21 3& ' I 1
I 84 l TFACTB
v1 2
r
`L�IAACiF 43 58 5] 55 55 51 53 I
MT. VERNON I
63
CEMETERY ROAD i 6 r s \
S 55TH�ST YI E�
I
I a Jae s1 Iszl ��21 ill YOf
1iII_P_I�J� s jil_� 1J�I 1 Ill li��'jt
gOViO O 2250U WIDE PHASE TRACTC \ 1 \ — O
O pP��� / BPAEASEMENT AREA 2129 Ac iRACTA 1 _
f i O I _I O TRACT K
Of
j
W
_.,
> O
S. 55TH PLACE UR GG
� o
1 W
3
CO
I
SITEMAP
SCRIE: 1"=200
SHEETINDEX
C00 DMERSHEEF
C1.D EXISTING CONDITIONS NORTH
C11 EXISTING COND91ONS SOUTH
C20 LAND DNISION TENTATIVE PIAN NORTH
C21 LAND DI VDIONTEMATIVEPIANSOUTH
C30 GRADING I COMPOSITE UTILITY PIAN NOUN
C31 GRADING I COMPOSITE WILITY PLAN SOUTH
tl0 LANDSCAPE PLANTING PLAN
SITE INFORMATION
LOCATED IN SECTION 4 TOWN SHIP IA SOUTH, RANGE 2 WEST, WILLAMETTE
MERIDIAN, CITY OF SPRINGFlE W, LANE MOM, OREGON
BASIS OF BEARING
BASIS OF BEARING WAS OERNED FROM THE FOUND AND HUD MONUMENTS
MARKING THE WEST BOUNDARY LINE OF THE PIAT OF ROYAL RIDGE' BEING
SOUTH 03 -NN' WEST.
DATUM
ELEVATION DATUM: CITY OF SPRINGFIELD INAV088)
BENCHMARK: AS -SW BOLT OF MILROAO SIGNAL WITH R'
LOCATION: AT THE NEIMERSECRON OF MI VERNON ROAD ANO JASPER ROAD
ELEVATION: 518.82 FEET
TRANSPORTATION ENGINEER
KRTELSON& ASSOCIATES, INC. ATTN:
DIEGOARGUEA
610 SW ALDER STREET, SUITE 700
PORTLAND. OREGON 97205
PHONE'. 5GM28F5230
FAX 59273459
GEOTECHNICAL ENGINEER
BRANCH ENGINEERING, INC
AIIN: RON DERRICK
PORI HEATY AYE BE
SALEM. OREGON 97303
PHONE'. 53]]925]7
0
W
c�
THE UNDERGROUND UTLRIES SHOWN HAVE BEEN LOCATED FROM
DESWNEDBY:
LEI
FIELD SURVEY INFORWRONANDEASTING0.9AWINGS. THE
z
Fry
6EL
N
DEVELOPER
CIVIL ENGINEER
PLANNER
LANDSCAPE ARCHITECT
SURVEYOR
JURISDICTION
WATER AND ELECTRIC
NOTIFdCATION CENTER
SIN
HAYDEN HOMES
CMDNO, INC
CARDNO, INC.
CARING, INC.
CALLING INC
CITY OF SPRINGFIELD
SPRINGFIELD UTILITY BOARD
1
�
/
//)
V,
y �b
JESSE ILACE,SURITH
ALTO READ STAPLETON
BRUCE PONDERS
N ERIC LYNCH
ATIN MARK ER
ATTN RT E
p /
jj (�
�"1��i
2464 SW CLACIERP
AUXSWESTTGATE DR., SURE IN
UP SW WESTGATE DR, SUITE 100
5415IS
SWWESTGATE DR.. SUITE IDD
5415 SW IMESTWTE IR, SURE 100
225 N. ART STREET
250'A'STREET
I\��`f '11
1J
REUMEND, OREGON 97756
PORTLAND, OREGON 97221
PORTIANGOREGONN]221
PORTLAND, OREGON 97221
PORTLAND. OREGON 97221
SPRINGFIELD, OREGON 97477
SPRINGFIELD. OREGON 97477
PHONE: BALLS NO
PHONE'. 50341M600
PHONE'. 5034193500
PHONE: M3 TITAN
PHONE, W3-0192500
PHONE 54172"610
PHONE: 5419468951
FA%:5115189761
FAX: 534192600
FAX 503419 250
FAX 503-019265
FAX 50141M00
FAX 541-746U230
TRANSPORTATION ENGINEER
KRTELSON& ASSOCIATES, INC. ATTN:
DIEGOARGUEA
610 SW ALDER STREET, SUITE 700
PORTLAND. OREGON 97205
PHONE'. 5GM28F5230
FAX 59273459
GEOTECHNICAL ENGINEER
BRANCH ENGINEERING, INC
AIIN: RON DERRICK
PORI HEATY AYE BE
SALEM. OREGON 97303
PHONE'. 53]]925]7
0
o
W
c�
THE UNDERGROUND UTLRIES SHOWN HAVE BEEN LOCATED FROM
DESWNEDBY:
LEI
FIELD SURVEY INFORWRONANDEASTING0.9AWINGS. THE
z
Fry
6EL
N
SURVEYOR WINES NO GUARANTEES TINT THE UNDERGROUND
�
UTILITIES SHOWN COMPRISE ALL SUCH WRITER IN THE MEA,
EITHER IN SERWCE OR ABANDONED, THE SURVEYOR FURTHER
caRWiOM UTILITY
DOES NOT WMMM THAT THE UNOERGROVND BURDEN SHOWN
NOTIFdCATION CENTER
SIN
ME IN THE EXACT LOCATION INDICATED, ALTHOUGH PIPE DOES
IOM.IDZ .ate
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POEM DUE
Z
FROM INFORMATION AVAILABLE THE SURVEYOR HAS NOT
1
�
/
//)
V,
y �b
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES,
40 Zy
Q
197
o
W
c�
MOV014
DESWNEDBY:
LEI
LL
G
z
Fry
6EL
N
y
�
❑ � E
do
SIN
or
a S �
PROJECTNO-
W
DATE
MOV014
DESWNEDBY:
LEI
DRAWN BY:
EVANB
CHECKED BY.
MCL
Z
1
�
/
//)
V,
w
WW
c
G
p
W
Q
2O
tq
�
>
O
=
�..0
^z^
1
W
i
0 LI—
�
PROJECTNO-
250484010
DATE
MOV014
DESWNEDBY:
LEI
DRAWN BY:
EVANB
CHECKED BY.
MCL
COVER SHEET
v
R
STORM DRAINAGE TABLE
EXISTING LEGEND
DAM
tO
3i0PMOMIN ANNHOLE
e - BOUNDARY LINE
DRAWN BY:
U)
z
O
a
INTERIOR BOUNDARY LINE
z
0
Z
O
10'ING(N.)=5069]
— - CENTERLINE
0
(D
z
12'PUCIN) =5509Y
- TIGHTOF-WAY LINE
0
W
co
12PVC(E)=50062'
— EASEMENTLINE
IY
iB
STORM WOMB MANI MOS
% - FINLELINE
Vl
RIM= 570.79'
- FENCE LINE (PHASE 1)
IN INF -HDPE HN) -55974'
- STORMORAIINAGELINE
IEOUT(iT EI=55954'
- SANITARY SEWER LINE
SE
20
STORM DRAIN DITCH IIAD
- POWEALINE
RIM = INS .73'
py0y OVERHEAD WIRE
IE IN (B'WC FBI -56496
RULDINGFACE
IE OUT (iT HDPE SE) - 563.26'
21
STORM OMIN MORALE PH04(40T
� - CONCRETESURFACE
RIM =57768'
E IN Q2'HOPE3YM-56976'
- GRAVEL SURFACE
IE IN PVCSE(=566
(10'
5fi08'
IE OVi (12' HOPE NEI = 9 6B'
RW p
22
STORM DRAIN CATCH BASIN M
TYPE 2IYN
Qs - SANITARY SEWER MANHOLE
RIM =57614'
® STORM DRAIN MANHOLE
LE(10'PV
m - STORM CHAIN CATCH BASIN
mr,50'
O 9
IE UT(10'PVONW1 g 569.0'
® - STORM DRI DITCHE 1)
23
STORM GRAIN CATCH BASIN /Y!
�+' FIREFIREMOMNT(PNASEp
RIPE262
RIM=
IEOU!(10'PVC NI=57018'
11WF
WATERORAM
B - WATERVALVE
29
STORMORAIN MANHOLE N103 (16')
B3 - WATER METER BOX
RIM '
❑e STREETUGHT(PHASEII
(12.14
Ieu(1ruoPEsw)=57333'
NOTES
IE OUT (12' HOPE NE) =57323
1 THERE ARE NO ONSNE WATERCOURSES PER WATCH
25
STORM IXUIN MANHOLE M02(48-)
QUALITY LIMITED WATERCOURSE MW.
RIM -50561'
IEINN2-HDPES)'57396'
2, THIS SITE DOES NOT LIE WITHIN THE 100 NEM
IE OUT (12- HOPE NE) -573N''
FLOODPLAIN OR FLOOOWAY BOUNDARIES,
26
STORM BRAIN MANHOLE#101 HIP)
3. THIS SUE LIES OUTSIDE OF THE TIME OF TRAVEL ZONES
RIM =5927'
AS SPECIFIED IN SDC 33.200 AND DELINEATED ON THE
""(12- HONE 8)=57469'
WERHEADPROTECTIONAPEAW
IEOW (1THWE N)=57459'
27
STORM ORM N MANHOLE ID00(4B' RAT TOP)
4 THE SOIL TYPE FOR THE PROPOSED BUILDING AREA IS
121B5AIXUM BILK CLAY LOAM. WITH A DEPTH OF
RIM -5794-
MORE THAN 80 INCHES TO THE WATER TABLE.
IE IN D0'PVC EF SHAY
IE IN D0 -PVC W)=57697'
IE OUT (12'HDPE N)=5744'
2B
STORM DRAIN CATCH BASIN
'PE21 N
RIM=57978'
IE OUT (10 -PVC E)'57TM
29
STORM BRAIN CATCH BASIN
TYPE2IYM
RIM=57O.05'
IEOUTU0'PVCWI=5R43'
30
STORM DEAN MANHOLE WIN (481
RIM =57894'
IEIND2-HDPE EI=57422'
IF OUT (12' HOPE S)=57402'
31
STORM DMIN CATCH BASIN At
TYPE 2IR
RIM -57926'
IEOUTN0- PVC s)-87539'
B2
SLORM DRAINCATCHBASINA
"RE 2UM
RIM =57996='
ZEIN U0'NO N)=57967'
(� j F
NOV 4 Y
IE BW QT HOPE M- 574AT
SANITARY
SEWER TABLE
(D
SANITARY SEWER MANHOLE
RIM=56273'
W. NUW
8TVC(E)=5NAr
O3
SANITARY SEWER CLEANOUT
RI=58N.S&PIf=55409'
W=58230'
,C, N (6'PULNVQ=AUR
IF ORT (0'PVCSW)=57769'
O
SANITARY SEWER MANHOLE p12(98')
RIM =58530'
"IN (6'PVC E)=57715'
SpCALE' l"=6�6'
IE IN(CNO HIM -57735'
,�
IE IN(0'PVC RE) =57715'
IE OUT A-NOS)=57705'
60 36 O
60
OS SANITARY SEWER MANHOLE M1 MSI
RIM=58696'
INN W. PVC M-57664'
IE IN WEND N)' 5765P
IE OUT (8'PIC 6)=5764P
O6 SANITARY SEWER MANHOLE MO(48')
RIM =57935'
IE IN(8'PVC W)' 6N 89'
IE IN IFNON) -572 N'
IE OUT IF NO S)=56608'
O SANITARY SEWERCLEANOUT#2(C)
RIM =57792'
IE IN IFF SWI=56928'
IE OUT (8' PVC E) = 56928'
LOCATION
VICINITYMAP ok
;= NTS
W
K
213041
DAM
z
Q
JR
DRAWN BY:
U)
z
O
a
MCL
z
0
Z
O
O
0
(D
z
=
2
z
0
W
co
LLI ILL
Z
Q
0
IY
W
F-
=
Vl
PROJECT NO,:
213041
DAM
10832019
DESIGNER BY,
JR
DRAWN BY:
PSPMRB
CHECXEDBY:
MCL
EX.COND.
NORTH
C1.0
41
MT. VERNON
CEMETERY ROAD
EASTINGASPHATT
ENTRY TO BE REMOVED
E%ISTINGH ACCESS
ACCESSTOBEREMDAM
a - OUTFPILTOBEflEM0VE0 // ;I' Z�-
- ( EYISTINGKORM DMIN f^�
WEiE
1ETOBMOVEO 1
sa nnc 1Rnw� I
0
' SANITARY SEWER TABLE
O
SANITARY SEWER MANHaE
13
SANITARY SEWER MANHOLE 9(481
STORM DRAINAGE TABLE
EXISTINGLEGEND
RIM=52506'
'w, STUB BB Soo ow
IE IN UP PVC 517,56
U
2T PVC RE) =498]3'
IE IN IF PVL IR 51605'
27PVC UV) 49824'
WI
IE OUT BE PVC =51]46'
9'
I OB
BANITARY.. MANHOLE A(d6N
14
SANRARY SEWER WHOLE IS (481
V]
3O
IF ITCMP=52130"
- BOUNDAR INE
,/
2
IE INA PVC N)=5629]'
IE IN UP PVC E)=51495
y
IF OUT (0'NL S)=5628'
IEOUT(8'PVC YV)=51405 ,
4O
IE12'CA0'=52292'
— — - INTERIOR BOUNDARY LINE
CENTERLINE
IS
SANITARY MAKER MANHOLEp2(48V I,
�-
RIM 56834
TOM =519 NV
IE IN (8'PVCN1=55953'
EIN IB'PVG E) 559,66'
IE IN IF PVL NE) =5124T
IEOIITR'PVCSE1=6122]'
- RIGHT OF
IE OViIO'PVL 6)=5504'
i6
SANHARY SEWERMANHOLE pI (48')
IL e.
t0
RMANHOLE p1 (d0')
RIM -51621'
5O
IE I2 CAP=523.66
- FpSFMENt LINE
�,
'
IE IN(a. WE N) 551K6'
IE OUT S' PVC SM=609fi2'
^'
IE IN I6'PVC Ej 551 ]C
6'
5517056
I-4
E IN IT
1]
6O
IE 12CM=525.46
0 FENCE LINE
43
�;
RIM SH 27'
1p�/
'
IE IN(8-PVC NE) -W603'
11
SANITARY SEWER MANHOLEAG(481IEINI2]'SE)
- FENLELINE IPHA3E 11
15
OW'
RIM -50,31'
IE OUT (2]'NW) =4989]'
IF IN(8-PVC NW) =54091'
O]
IE170MP=52609'
sD - STORM DRAINAGE LINE
SCALE.' 1'=60'
IE IN I6'PVC E)=5409]'
��p••11�
='
IE OUT IF PVC 8)=5401T
60
SANITARY SEWER LINE
SABI SEWER MANHO 9(481
RIM 4712
IE ITCMP=9168'
cG - UNDERGROUND CABLE TV ONE
.,.'
IE IN(8'IVC S)-9648'
OUT D' PVC W)=53820'
TO DOWNTOWN
•
SPRINGFIELD
IE12-CW 52165'
UNOERG40UNONATURALGASLINE
/
W OVERHEAT WIPE
1 \, aG
'
)o
STORM DRAIN ORLH INIEip6
/
\\1\
RIM 52441
CONCRETESU0.FACE
24'IEI52114
IEINIS
EIN
id
ISOUTGE(M----w52104'
- GRAVEL SURFACE
tt
STORM DFUMDITCHINLETp
RIRRAP
'
M 5 2S.S2'
IF
IF OUT 2d'HN) 'S21p'
® - SANITARY SEWER MANHOLE
IE t2'CMP
STORM SUCH
TLN180204002800
'
12
13
5fi1 p2'
IEIZIPAP-56926'
- CURBB INLET
- OUCH INLET
L➢ - CABIETELEVISION RISER
A
td
IE(TCMP -5666'
M - ME HYDRANT(PHASE II
IE12-CW-56859'
❑a STREET LIGHT IPHA8E 11
13
'•
I
O
STORMDRAINCATCHMSII
NOTES
4
I
Hw
TYPE2 USA
AIM=57028
1 THERE APE NO ONSITE WATEACOURSER MR WATER
SE NAP.
OUAOTYLIMITEDETUT
O
STORM OFAIN CATCH BASINS
STORM SPAIN
LIE WITHIN THE 10
iHI5SITE 00ES NOTLIEWITHIN THE t00XEAR
hh Roll
�6
t
TYPE 21M
2,
FLOODPLAIN OR FLOODWAY BOUNDARIES
IOUTE
TLpiBO20d001B00
V
EPVLW)=569]]'
S. THIS SITE LIES OUTSIDE OF THE TIME OF TRAVEL ZONES
.
O
STORM DRAINMVNHOLEMO]RBFMATTOP)
AWFLLHEAOPROTECTION ABU MAPELINFATEOON THE
RIM5]01]
(EINDS HDPE Nt-566.22'
4, THE SOLTYPE FORTHEPROPOSEO BUILOINGAREA IS
1 233.9]
2339]
:1
@Oul TPVCSM-561.25'
IE 011FOT HOPE
1210 SACRUM SILTY CLAY LOAM, WRHA DEPTH OF
] _
SO 31'38 WT7TGO
3130 W
'IAEESREMOVEOUNOER
/Y
,. E /
�'
51=5fi5.66'
MORE THAN Bp ISSUES TOTHE WATER TABLE.
{
-:
-
SEPNUTETREE FELLING
1
I
3]
STORM BRAIN OFFSHOOT1
3]
PERMITDUflINGPHASEI
E�
�.y`FY
y`F'
I
IE =530.19'
8
ji
i/I
36
STORM TRAIN DRCH INIETp2
STINGSiORMWATE0.
DTODAB .N
RESERVATION OFENSEMENTFOR aONRE
yi /
Tt}-
F�
' I
AIM=536.61'
IE OUT D' SM- 5325V
MT. VERNON
CEMETERY ROAD
EASTINGASPHATT
ENTRY TO BE REMOVED
E%ISTINGH ACCESS
ACCESSTOBEREMDAM
a - OUTFPILTOBEflEM0VE0 // ;I' Z�-
- ( EYISTINGKORM DMIN f^�
WEiE
1ETOBMOVEO 1
sa nnc 1Rnw� I
0
' SANITARY SEWER TABLE
O
SANITARY SEWER MANHaE
13
SANITARY SEWER MANHOLE 9(481
RIM =518M
RIM=52506'
'w, STUB BB Soo ow
IE IN UP PVC 517,56
U
2T PVC RE) =498]3'
IE IN IF PVL IR 51605'
27PVC UV) 49824'
WI
IE OUT BE PVC =51]46'
9'
I OB
BANITARY.. MANHOLE A(d6N
14
SANRARY SEWER WHOLE IS (481
V]
RIM -5]018'
NM=62013'
!NTW
IE INA PVC N)=5629]'
IE IN UP PVC E)=51495
y
IF OUT (0'NL S)=5628'
IEOUT(8'PVC YV)=51405 ,
'
Oe
SANRARY SEWER MANHOLE A DS-)
IS
SANITARY MAKER MANHOLEp2(48V I,
�-
RIM 56834
TOM =519 NV
IE IN (8'PVCN1=55953'
EIN IB'PVG E) 559,66'
IE IN IF PVL NE) =5124T
IEOIITR'PVCSE1=6122]'
Nov
IE OViIO'PVL 6)=5504'
i6
SANHARY SEWERMANHOLE pI (48')
IL e.
t0
RMANHOLE p1 (d0')
RIM -51621'
RTANI 00=559,06,
RIM 55906
IVANITAPVCNNE=509
'
IE IN(a. WE N) 551K6'
IE OUT S' PVC SM=609fi2'
^'
IE IN I6'PVC Ej 551 ]C
6'
5517056
I-4
E IN IT
1]
H
RIM=S YSEWERM4NHCLE (@N
IE OUT-PVCNS
IF PVC SW)=
RIM SH 27'
1p�/
'
IE IN(8-PVC NE) -W603'
11
SANITARY SEWER MANHOLEAG(481IEINI2]'SE)
49915'
OW'
RIM -50,31'
IE OUT (2]'NW) =4989]'
IF IN(8-PVC NW) =54091'
IE IN(8'PVC NE) -54081'
SCALE.' 1'=60'
IE IN I6'PVC E)=5409]'
��p••11�
='
IE OUT IF PVC 8)=5401T
60
3�0
SABI SEWER MANHO 9(481
RIM 4712
El N IB'pVCN)=538 d8'
.,.'
IE IN(8'IVC S)-9648'
OUT D' PVC W)=53820'
TO DOWNTOWN
•
SPRINGFIELD
r W
T
1
LOCATION
VICINITYMAP
SCALE: N3
W/�
VJ
O Q
I =
U
O L U)O
D (n :2ae
Z O O
O= = o
CD = Z w
Z w LLI
z �
Lu _ cl)
PROJECTNO_ 21148400
DATE MASS 4
DESIGNED BY: RB
DMWN9Y: PSPB(RB
CHECKED BY MIX
EX. COND
SOUTH
C1.1
1
4905t'
so-0641WSO°% 53"E
6600 N
cl .y.
wl 16 31 14/ 30 ml 29 ,wl \ I'
II
3600' LAI
PAVEMENT J LyfidSIT 11 ]OOb 'Ki vw
,�`PLA
Q-_360PPAVEMENN—ROWH�m 1
1 854TH PLA(iE EMERGENCY VEHICLE TURNAROUND (� 1
1 1II,O-y-64O1YIII ]030'--
GAMINE MR) DRIVEWAY EXISTING HOME TO REMAIN 1
Q Io el
Ila 28 9 27 of 26 0l 1 1
_I N 111 __
I I
I � I Mia
Of
I � PHASE I
1J III AREA. 21.29 AC i'
7
�o t, !I 6 4 3
x
III 0 IVL A� 1YP1 III L �� ({1 ��
1 +I (w
-fi98 l 660f —� 00 �-/)00 )O FO -7000 l % yp0
NA mlm
S 55TH STREET TA(\/VA\ rZE
6VC xENi E r
-iiP
1EC u A fJH \ \ \ T PELVIC]
it it fDDDJ- 6�CD ooa 1 aD0 - D2 $� 1
p -6C as
r
o -I
wl III {Pi II �1 P> �li� III ;000��
\
-
�I PI 71 )6 III 15 14 13 (, 19 III 17 10 1 7 -
50
t I R IIF, 1 I
- - In r• .I� _ - -
Oxw T�urTD
OHw aHw " OHw----
II 1� 1
9 O W9s1
W Dxw
TPOLTT I I I !1 ) (
n AwIwL Ari a+IOWIY
I I
PT/ I I � I 13 1 A En1En
1 F X11
I0.ACT D I
BPP
oxw w OHw I I TDWER
N3 2600"E �� OHW oHW w I I ��0 r1
197]3]' xw (-�— Oylw ; ! .1
--_- + -_a __ - N3°25'00'E E• .TILL ONw`_
_ _ _ _ oMW r 509 2120.00' _
- I_ 212.50' F N28104 6000 1080
540
_4
__ __ -I -___-_US
50342PE NO°6420"W
LIS
o
T S. 55TH PLACE
I - —
EXISTING LEGEND
LOT AREAS
- - -
BOUNDARY LINE
-� - - -
INTERIOR BOUNDARY LINE
- -
CENTERLINE
- - -
WGHI OFWAYLINE
--- - -
NIGRHIFWAY LINE (PHASE II
-- - - -
DEC LINE
,--,�-
CURB LINE (PLANS I(
- ---
EASEMENT LINE
-
FENCE LINE
-
FENCE LINE (PHASE I(
2. NO TRANSIT FACILITIES PROPOSED.
9700
3. STREERIGHTS TO BE LEO TAMPS
CONCRETE SURFACE
1
= (RNCRETESURFACE
SITEINFORMATION
(BYO&ftOPIMPHASEI)
-
CONCRETESVRFACE
n
(BYH1 II
FILLVOLVME:
-VOMEBUILOERPHASE
GMELSURFACE
NET VOLUME (FILL)
116 CY
RPiUP(PHASE I(
-
SANITARY SEWER MANHOLE
-
STORM DRAIN MANHOLE
L -
CURB INTEL
1nl -
mrcH INLET
-
FIRE HYDRANT
v -
WATERVALVE
4 -
WATER METERBO%
GROUNOLIGHT
"
UTILITY POLE
-
- GUY WIRE
TELEPHONE WARNING SIGN
I
CABLE TELEVISION RISER
T(
- FIRE WRIGHT (PHASE I(
cr
_ GATEPOST
1�7
STREET LIGHT(PHASE I)
PROPOSED LEGEND
LOT AREAS
-
RIGHTOF WAY LINE
-
FUTURE
26
URB LINE
100A0
BUILDING SETBACK
OCONCRETE
SURFACE
20
(BY HOMEBUILDER)
10000
GRWELSURFACE
w -
STREET LIGHT
NOTES
6]AI.00 ]OW
1. ORNEWAY LCCATIONS ME
PRELIMINARY,
2. NO TRANSIT FACILITIES PROPOSED.
9700
3. STREERIGHTS TO BE LEO TAMPS
AS SPECIRED BY THE
Cltt MOUNTED 307 HIGH.
4
W
SITEINFORMATION
W
PHASE II
Z
CUT VOLUME:
1,692 CY
FILLVOLVME:
1,010 CY
NET VOLUME (FILL)
116 CY
N O V a C) 1011
RON
SCALE. 1"=60'
60 J�0
LOT AREAS
EACH
LOT
AREA (SIT) WIDTH
DEPTH
26
705 A7 7030
100A0
27
6600.00 6600
100,00
20
6400.00 6400
10000
29
641365 6624
9700
SO
6]AI.00 ]OW
9700
31
620000 64M
9700
N O V a C) 1011
RON
SCALE. 1"=60'
60 J�0
PROJECT No.:
Lij
EACH
mOD=
DESIGNED BY:
JLB
DRAWN BY:
PS%%RB
H=--
2
K
O
0-
Z
Z
(
LcU
z
p
W
Q
a
��) �//'��
V
G
O
af
O
LIJ
>
=
=
Z
4
W
Q
W
Lu
Z
Lu
R—
LL.
2
to
PROJECT No.:
2130464010
EACH
mOD=
DESIGNED BY:
JLB
DRAWN BY:
PS%%RB
CHEL%EDBY:
MCL
TENTATIVE PLAN
NORTH
C2.0
`V
28'
16
...... q1W OHW J
axw
00' TRACTC
EMENT
N3°25'DO"E _OxW OMW '
_ oHw
9--
W _ _
17 -----------
EXISTING LEGEND
LOT AREAS
- - -
- BOUNDARY LINE
-�- - -
- INTERIOR BOUNDARY LINE
-
- CENTERLINE
-- - -
RIGMAF.WAYLINE
-- - - - -
- RIGHT OF -WAY LINE (PHASE II
---
DLC LINE
..........---- .--- ...._._...
CURB LINE (PHASE 1)
619000
- EASEMENTLINE
9767
FENCE LINE
- �-
- FENCE LINE (PHASE 1)
9767
CONCRETESURFACE
679000
(BY DEVELOPER PHASE IJ
97.67
LONCRETESURFACE
649000
(BY HOMEBUUDER PHASE 1)
•u 3�
_ GRAVELSURFACE
p'fR
gAi
(PHASEI SAP
RIP )
W.W
- SANITARY SEWER MANHOLE
667417
- STORM DMIN WNHOLE
-
- CURB INLET
'IW
ORCH INLET
_-
- FIRE HYDRANT
85735
- WATERVALVE
D!
- WATER METER BOX
+>
- GROUNDLIGHT
±-
- JULIIYPOLE
-
GUYWIRE
9570
- TELEPHONE WARNING SIGN
N
CABLE TELEVISION RISER
'>
FIRE HYORANT(PHASE 1)
991759
GATEPOST
15424
STREET LIGHT(PHASE I)
PROPOSED LEGEND
60W
---
- RIGHT OF -WAY LINE
7097A9
LOTLINE
13170
CURB LINE
- - - - - --
BNLOINGSETBACK
aCONCRETE
SURFACE
592254
(BY HOW"UO➢ER)
CONCRETESURFACE
581988
(BY HOMEBUBDER)
0
- STREETLIGHT
NOTES
I. DRIVEWAY LOCATIONS ARE PRELIMINARY.
2. NO TRANSIT FACILRIES PROPOSED.
3. STREETLIGHTS TO BE LED LAMPS AS SPECIFIED BY THE
Cltt, MOUNTE0307 HIGH.
SITEINFORMATION
PMOTI
CUTVOLUME I'M BY
HLLVOLUME 1,810 CY
NETVOWMEBRUT 118 CY
/LLJ
V )
0
O Z
U)O
W W
Q c/) 2i K
O o
W _L
= Z w
a Lu p Q
Z Z Q
H E 2 u
SOV R d9 x!31"
PROJECTED. i 21304840ID
DATE: 1ESPK14
DESIGNED BY: JLB
BRAWN BY PSPMRB
CHECKED BY MCL
SLRCE Tom' TENTATIVE PLAN
667-6R SOUTH
C2.1
L
LOT AREAS
Lor
I AREA(SF) I
WIDTH
DEPTH
32
640200
6667
97M
33
679900
TOW
9767
34
619000
7000
9767
35
620800
6400
9767
35
679000
7(F00
97.67
37620800
649000
6400
97.00
38
679000
70.00
W.W
39
667417
5.81
9700
0
575012
6200
9275
41
85735
620
9291
42
578108
5200
93M
43
580697
62M
9570
44
588010
7230
9392
45
991759
7577
15424
46
898476
60W
148.31
47
7097A9
WHO
13170
48
5656.71
60.00
IN
49
592254
6000
50
581988
5.00
51
5330.65
6011
52
531995
60A0
53
743723
7144
/LLJ
V )
0
O Z
U)O
W W
Q c/) 2i K
O o
W _L
= Z w
a Lu p Q
Z Z Q
H E 2 u
SOV R d9 x!31"
PROJECTED. i 21304840ID
DATE: 1ESPK14
DESIGNED BY: JLB
BRAWN BY PSPMRB
CHECKED BY MCL
SLRCE Tom' TENTATIVE PLAN
667-6R SOUTH
C2.1
L
LOT AREAS
LOT
ABUSSF)
WIDTH
54
725]38
7000
55
619191
QS0
56
634771
6600
d9249
57
5734.10
6200
58
SIMLA
68.81
59
649000
5'00
60
577905
5254
61
603847
590
f1�C0
62
56809
(NAB
9009
ssW.00
6Z009oW
WF
594000
5.00
6700558000
a2.00
MAO
3652134
/LLJ
V )
0
O Z
U)O
W W
Q c/) 2i K
O o
W _L
= Z w
a Lu p Q
Z Z Q
H E 2 u
SOV R d9 x!31"
PROJECTED. i 21304840ID
DATE: 1ESPK14
DESIGNED BY: JLB
BRAWN BY PSPMRB
CHECKED BY MCL
SLRCE Tom' TENTATIVE PLAN
667-6R SOUTH
C2.1
L
TLA 180204002800
RA IASIAN 5100
EXISTING LEGEND
-
BOUNDARY LINE
-
INTERIOR BOUNDARY LINE
— -
CENTERLINE
-
RIGHT OEWAY LINE
---------
EASEMENTLRE
-
"CRUDE
�— - -
FENCELINE
-- - -
STORM DRAIN LINE
----- -
SANTARY SEWER LINE
—— ';: ---- -
UNDERGROUND WATERLINE
crv-
UNDERGROUND CABLENNNE
c-
UNDERGROUND NATURAL A. LINE
c -
OVERHEAOWIRE
W
RPF P
-
SANITARY BEENER MANHOLE
-
STORM DRAIN MANHOLE
-
DITCH INLET
O
CATCH BASIN
-
FIRE HYDRANT
GATEPOST
CM -
STREETLIGHT
PROPOSED LEGEND
Lu
-
STORM BRAIN LINE
-
SANITARY SEWER LINE
W -
UNDERGROUND WATER LINE
-
CATCH BASIN
-
DITCH INLET
-
STORM BRAIN MANHOLE
0 -
SANITARY SEWER MANHOLE
1 -
STREETLIGHT
I .�._ F' E pnnHner III 2. NO TRANSIT FACILITES PROPOSED, NARY.
1 6 4 4
I l J P I -_ 16 i. STREETLIGHTS TO BE LED LAMPS AS SPECIFIED BY THE
1pi O E ERLIHF �O4 ! 1BhCiB CITY OF SPRINGFIELD. MOUNTED SOR HIGH,
1 4. ANY UTILITY PEDESTAL WITHIN 2 R OF DRIVEWAY TO HE
• fiG
PROTECTED BY FOULARD, BOULDER
OREQUIVALENT,
5 WATER MIN IAYOMISPRELIMINARYFINALGT
OE
1 { TLA 18MWOU 300
TO BY SPRINGFIELD UFIpT900gppN
ti b
LS 55TH S1 KEtT sem-
I'
w J I 11
'm
L.
E
L�55'R OW.—tet
mao'
5'PIANTER 54DENALK
-� ]'HUE �-5 t r 1 S' 2'PUE
DRiH
td
12'STORMLINE
VARIES
ALL BRYANOFRANCHISE
RILT
IRLRTFS, INOwOwG WpTEA TO" i
ALL DRY ANp FRANCHISE PI SELCUATEO WILNINiQPUE .,� -
UTILITIES,INCLUDINGWATER, TO ` CSANITARY I
BE LOCATED WITHIN THE POE SEWERLINE 1N O \I
TYPICAL SECTION
' INTIo:o.IT
SCALE. 1"=60-
60 30 0 60
2
21M04010
DATE:
%DCA014
0
W
DRAWN BY:
PSPIBRB
CHECKED BY,
U)
Q
=
IL
:::i
F-
W
Z
0
w
F
U)
:E
O
ry
O
uJ H
o
U
=
W
Z
p
Lu
a
ME
Z
Z
O
LL
=
c/)
PROJECTNO:
21M04010
DATE:
%DCA014
OESIGNEOBY'.
JLB
DRAWN BY:
PSPIBRB
CHECKED BY,
Ma
COMP. UTILITY
PLAN - NORTH
C3.0
L
I
72
U
w
2
to
NO
7.
EXISTING LEGEND
- STORMORAINUNE
® - -
BOUNDARYLINE
-
INTERIOR BOUNDARY LINE
-- -
CENIFRLINE
- - -
RIGHT OFWAYLINE
- - -
'EASEMENTVNE
-
FENCE LINE
- -
FENCELINE
--_-- -
STORMORAINLINE
---.. ------ -
SANITARY SEWER LINE
-----'u----
UNDERGROUND WATER LINE
-
UNDERGROUND CABLE TV LINE
UNDE0.GROUNO NANRAL GAS LINE
omw
OVERHEADWIRE
YT
RIPAAP
-
SANITARY SEWER MANHOLE
- -
STORM DRAIN MANHOLE
DITCH INLET
CATCH BASIN
-
FIRE HYDRANT
GATEPOST
Iry -
STREFFHGHT
PROPOSED LEGEND
1. DRNEWAY LOCATIONS ME PRELIMINARY.
2. NO TRANSIT FACILITIES PROPOSED.
3 STREETLIGHTS TO BE LED LAMPS AS SPECIE
CITY OF SPRINGFIELD, WONTED 30H HIRE
4, ANY UTILITY PEDESTAL WITHIN 2 FT OF DRIV
PROTECTED BY DOLLARD, BOULDER OR EOU
5 WATER MAIN LAYOUT IS PRELIMINARY FINAL DESIGN
TO BE COMPLETED BY SPRINGFIELD UTILITY BOARD.
dU\i a- i9 101%
SCALE. 1-50'
60�
O Lu
co !/1
za
J
Q-0-
� Z
O
H w Lu
j NO
W O
J
d W p Q
z
U _ ofU)
PROJECT NO: 21NM4010
DATE: IOOMO14
DESIGNED BY: JT
DRAWN BY: PSPMRB
CHECNEDSY: MCL
COMP. UTILITY
PLAN SOUTH
C3.1
c
- STORMORAINUNE
SANITARY SEWER LINE
W-
UNDERGROUND WATER LINE
CATCH BASIN
DITCH INLET
®
- STORM GRAIN MANI
m
SANITARY SEWER MANHOLE
a
- STREETLIGHT
1. DRNEWAY LOCATIONS ME PRELIMINARY.
2. NO TRANSIT FACILITIES PROPOSED.
3 STREETLIGHTS TO BE LED LAMPS AS SPECIE
CITY OF SPRINGFIELD, WONTED 30H HIRE
4, ANY UTILITY PEDESTAL WITHIN 2 FT OF DRIV
PROTECTED BY DOLLARD, BOULDER OR EOU
5 WATER MAIN LAYOUT IS PRELIMINARY FINAL DESIGN
TO BE COMPLETED BY SPRINGFIELD UTILITY BOARD.
dU\i a- i9 101%
SCALE. 1-50'
60�
O Lu
co !/1
za
J
Q-0-
� Z
O
H w Lu
j NO
W O
J
d W p Q
z
U _ ofU)
PROJECT NO: 21NM4010
DATE: IOOMO14
DESIGNED BY: JT
DRAWN BY: PSPMRB
CHECNEDSY: MCL
COMP. UTILITY
PLAN SOUTH
C3.1
c
4
Y � STORMWATER s?, 3�
�` FACILITY 34 't I'.
MT. VERNON
CEMETERYROAD:
0
�
o
LL
N
W
0p
N
N
y
LiQ
OLL
z
O �
.a
Z Lu w
CL NO
Lu
CL O o
LANDSCAPE PLANT MATERIALS p z C) z_
SYMBOL Q TQ of
TREES J y
REM SIZE ptt
m +
ACES RUBRUM'REO SUNSET 2"CAL/BAD 50
SJ b RED SUNSET MAPLE AS SHOWN ly ! i
GROUNDCOVERS J 1 L
RFM SIZE
QW-
.
iN()11 k"' 1�));1,
O ARCTOSTAFHYLOS UVA-URSI 1 GAL.@ 11,225 BE -
BEARBERRY MF O.C. 1A36 PLANTS
O FESTUCA RUBRA SEED® 3.300 SF
RED FESCUE SUBS.11ROGSF 111135.
GENERAL NOTES: LANDSCAPE PLAN PROIECTNO.: AMMON
1. LANDSCAPE PWJTING SHALL CONFORM TO THE STANDARDS ESTABLISHED UNDER CITY OF DATE: 10312014
SPRINGFIELD PLANNING DEPARTMENT.
DESIGNED BY PEG
R. ALL PLANT BEDS SHALL HAVE 3- DEPTH OF BARN MULCH, pIMWNBY: PEG
3. ALL PLANT MATERIAL DELIVERED TO THIS SITE SHALL MEET THE AMERICAN NURSERYMAN'S
ASSOCIATION STANDARDS. CHECKED BY: BWP
N PLANTING PLAN
- 0 25 50 100 200 Ll .0