HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/17/2018STORM DRAINAGE TABLE TENTATIVE LAND PARTITION
UTILITY PLAN
FOR
GORILLA. CAPITAL SO 3LLC
A REPLAT OF PARCEL 1 OF LAND PARTITION PLAT NO. 2004-P1782
NW 1/4, SECTION 25, TOWNSHIP 17 SOUTH, RANGE 3 WEST, W.M.
{ SPRINGFIELD, LANE COUNTY, OREGON
DATE PEPARED JUNE 2018
------®s®o------®—ter.
1
Power Pole
Light — — 1
E E E — E
P\
E fj
�p B
VICINITY MAP
/ GENERAL NOTES NOT TO SCALE
\ p S STREETI
-'� 1. PARCEL 1 TO HAVE STREET ACCESS TO S STREET VIA EXISTING DRIVEWAY ON NORTHEAST CORNER
19.6' Pavin 60.00'
OF PROPERTY.
® . � e�.� e /� J'L
"®
CONNECT TO WtdthRight-of-WaY
\ ) I EXiST{N� G®LIN I / 2. PARCEL 2 AND PARCEL 3 TO GAIN STREET ACCESS FROM PROPOSED DRIVEWAY ON NORTHWEST
—� FL= 452.48' 3 — / CORNER OF PROPERTY.
---------\P\�--- I — 4.a=. _—8"ConereteCulvert — --- -- --------------
i— . tivW — — — WW — — — W — — — — -� — wW - �-�— �,�,12"Steel Culvert, _ . __ — � Rim -459.30 �' �,�, _ — fWW _ — u,�y >. — — — WW — — — WW — — — y, W — — — WW — — — VN 3. THE NEAREST FIRE HYDRANT IS LOCATED APPROXIMATELY 198 FEET WEST AND 50 FEET NORTH OF
Sanitary MH \ __-= Rim=459.36 1 Inv --451.51 � r E
Inv --458.31 . 30.00' THE NORTHWEST CORNER OF THE SUBJECT PROPERTY.
— — `— —RinTP 459.42 (}OUT X152.00 — ; — — 6 E 12" Steel Culvert N —•M,_ E —� E E E E E SOIL NOTES
F------------- —•----_.-
i i rf�
I i
t I
i 1
LPPN 2010-p2422
I i
I i
1 i
SCALE 1" = 20'
ST — — — ST
— — WW — — — WW— --@
E:
to
STORMWATER LINE
WASTEWATER LINE, MANHOLE
OVERHEAD POWER LINE, POWER
— W — --® WATER LINE, WATER METER
GAS
GAS LINE
FENCE LINE AS NOTED
EXISTING CURB
EXISTING GRAVEL DRIVE
EXISTING SIDEWALK
EXISTING TREE AS NOTED
D: Deciduous
O: Oak
C: Cottonwood
EXISTING TREE TO BE REMOVED
CITY OF SPRINGFIELD PLANNING NO.
ASSESSORS MAP: 17-03-25-23 TAX LOT, 01901
PLOTTER: HP DESIGN JET 430 INK: HP 51640A
MEDIA: 36# BOND RIJB24-36
iIVUISIi-11�1�!JVV� �
EXPIRES 12/18
✓-r a -w vv -r v✓ v
metroplanning.com
HSG C AND MALABON-URBAN LAND
IFIED AS "CLAY LOAM" PER WEB SOIL
0 IN /HOUR
SRIFY INFILTRATION RATE.
IAD PROTECTION ZONE.
s FOR STORMWATER RUNOFF FROM
TRENCH DESIGN. EXACT SOAKAGE
UILDING PERMIT PROCESS FOR EACH
'OF WAY. ROAD RUNOFF FLOWS INTO
.OW INTO ROADSIDE DITCH.
E X 5' (D). VERIFY AT TIME OF HOUSE
ASTEWATER MAIN AS SHOWN.
ACT LOCATION TO BE DETERMINED
2 AND 3 FROM AN EXISTING POLE.
;ELS 2 AND 3 FROM AN EXISTING
EL 1 IS ALREADY CONNECTED TO SUB
D THE SITE FROM POLE AS SHOWN.
.CELS 2 AND 3 FROM GAS LINE IN THE
'O NW NATURAL GAS.
dD AND LOCATED AT THE PROPOSED
hie- CoPq
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PGiVht-�Un Ti
p2m t4zes'
SHEET C-1.0
0
TE 200
97477
–9790
scotj@oisonmorrig.coM
Consulting
Engineers
& Surveyors
IMPERVIOUS
DRAINAGE
TYPE OF
DRAINAGE
AREA (MAX)
FACILITY
DRAINAGE
AREA
S.F,
(MIN. S.F.)
FACILITY
PARCEL 1
N/A
N/A
EXISTING
PARCEL 2
2,000
120
SOAKAGE
TRENCH
PARCEL 3 2,000 120
JOINT
GRASSY
DRIVEWAY
2,480
300
SWALE
PAVING
UTILITY PLAN
FOR
GORILLA. CAPITAL SO 3LLC
A REPLAT OF PARCEL 1 OF LAND PARTITION PLAT NO. 2004-P1782
NW 1/4, SECTION 25, TOWNSHIP 17 SOUTH, RANGE 3 WEST, W.M.
{ SPRINGFIELD, LANE COUNTY, OREGON
DATE PEPARED JUNE 2018
------®s®o------®—ter.
1
Power Pole
Light — — 1
E E E — E
P\
E fj
�p B
VICINITY MAP
/ GENERAL NOTES NOT TO SCALE
\ p S STREETI
-'� 1. PARCEL 1 TO HAVE STREET ACCESS TO S STREET VIA EXISTING DRIVEWAY ON NORTHEAST CORNER
19.6' Pavin 60.00'
OF PROPERTY.
® . � e�.� e /� J'L
"®
CONNECT TO WtdthRight-of-WaY
\ ) I EXiST{N� G®LIN I / 2. PARCEL 2 AND PARCEL 3 TO GAIN STREET ACCESS FROM PROPOSED DRIVEWAY ON NORTHWEST
—� FL= 452.48' 3 — / CORNER OF PROPERTY.
---------\P\�--- I — 4.a=. _—8"ConereteCulvert — --- -- --------------
i— . tivW — — — WW — — — W — — — — -� — wW - �-�— �,�,12"Steel Culvert, _ . __ — � Rim -459.30 �' �,�, _ — fWW _ — u,�y >. — — — WW — — — WW — — — y, W — — — WW — — — VN 3. THE NEAREST FIRE HYDRANT IS LOCATED APPROXIMATELY 198 FEET WEST AND 50 FEET NORTH OF
Sanitary MH \ __-= Rim=459.36 1 Inv --451.51 � r E
Inv --458.31 . 30.00' THE NORTHWEST CORNER OF THE SUBJECT PROPERTY.
— — `— —RinTP 459.42 (}OUT X152.00 — ; — — 6 E 12" Steel Culvert N —•M,_ E —� E E E E E SOIL NOTES
F------------- —•----_.-
i i rf�
I i
t I
i 1
LPPN 2010-p2422
I i
I i
1 i
SCALE 1" = 20'
ST — — — ST
— — WW — — — WW— --@
E:
to
STORMWATER LINE
WASTEWATER LINE, MANHOLE
OVERHEAD POWER LINE, POWER
— W — --® WATER LINE, WATER METER
GAS
GAS LINE
FENCE LINE AS NOTED
EXISTING CURB
EXISTING GRAVEL DRIVE
EXISTING SIDEWALK
EXISTING TREE AS NOTED
D: Deciduous
O: Oak
C: Cottonwood
EXISTING TREE TO BE REMOVED
CITY OF SPRINGFIELD PLANNING NO.
ASSESSORS MAP: 17-03-25-23 TAX LOT, 01901
PLOTTER: HP DESIGN JET 430 INK: HP 51640A
MEDIA: 36# BOND RIJB24-36
iIVUISIi-11�1�!JVV� �
EXPIRES 12/18
✓-r a -w vv -r v✓ v
metroplanning.com
HSG C AND MALABON-URBAN LAND
IFIED AS "CLAY LOAM" PER WEB SOIL
0 IN /HOUR
SRIFY INFILTRATION RATE.
IAD PROTECTION ZONE.
s FOR STORMWATER RUNOFF FROM
TRENCH DESIGN. EXACT SOAKAGE
UILDING PERMIT PROCESS FOR EACH
'OF WAY. ROAD RUNOFF FLOWS INTO
.OW INTO ROADSIDE DITCH.
E X 5' (D). VERIFY AT TIME OF HOUSE
ASTEWATER MAIN AS SHOWN.
ACT LOCATION TO BE DETERMINED
2 AND 3 FROM AN EXISTING POLE.
;ELS 2 AND 3 FROM AN EXISTING
EL 1 IS ALREADY CONNECTED TO SUB
D THE SITE FROM POLE AS SHOWN.
.CELS 2 AND 3 FROM GAS LINE IN THE
'O NW NATURAL GAS.
dD AND LOCATED AT THE PROPOSED
hie- CoPq
a1-►S'oaDl1`6
PGiVht-�Un Ti
p2m t4zes'
SHEET C-1.0
0
TE 200
97477
–9790
scotj@oisonmorrig.coM
Consulting
Engineers
& Surveyors