HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/30/2021 (2)N07ES:
1. ELECTRICAL DESIGN TO BE COORDIM47ED WITH
SUB FOR FINAL 7R4NSFORMER LOCA71ONS AND
CONDUIT SIZING.
2. RAINGARDENS WERE VERIFIED FOR FEASIBILITY
BUT ARE SUBJECT TO DOWNSIZING FOR EASE
OF INSTALLA77ON AND LANDSCAPING WHILE
S71LL MEETING STORMWATER MANAGEMENT
REQUIREMENTS
LEGEND
EMNG
(10D
—w w w
SITE PROPERTY LINE
—W—W—
WASTEWATER PIPE
CURB
ST WATER PIPE
EDGE OF AC PAWNG
FIRE LINE
E WW (E)(E)
WATER LINE
> ;
WASEWATER SEINER
w ro.
STORM WATER
(F)0 - ( k$
OVERHE40 W1RES
�- -=--
FENCE LINE
NEW 1" IRRIGATION METER & BACKFLOW
- -�
ELEVATION CONTOUR
><
WATER VALVE
--
WATER HYDRANT
fW
WATER MILER
Q
BOLLARD
210
WASTEWATER MANHOLE
STORMWATER MANHOLE
NEW 2" WATER TAP FOR FIREISPRINKLER SYSTEM
CURB INLET
212
POWER POLE
®
TELEPHONE RISER
j
CONCRETE
X"X
BUILDING
r,s
DECIIMUS TWEE
CONSTRUCTION NOTES
PROPOSED
(10D
—w w w
WATER PIPE
—W—W—
WASTEWATER PIPE
---wx W --
ST WATER PIPE
Fb
FIRE LINE
n
CLEAN OUT
CATCH BASIN
COORDINATE ELECTRICAL CONNEC71ON WITH SPRINGFIELD UTILITY BOARD:.
AREA DRAIN
E
LIGHT LE}}�}�
,�"j�P
EE JJ/
4
—(E), SD (Ei SS: — Sm (E)SD — — CE)SD (E'iy (EjSD —(E)SO(E)SD
RIM.��08
PLANTINGS PER LMDSCAPE DRAWINGS
BALL *17H IMPEW&4BLE LINER
- IN 5 FEET OF PROPETY LINES
GEO LE - OR 10 FEET OF BUILDING&
FILTER FABRIC
18" GROWING MEDRN
-_ _ _ __ _ '_ _ _ _ S7ORMWA7&R FILTERING MEDIA
SHALL MEET CITY OF EUGENE
120OF2 112" - .314" DIA. STORMW47ER REQUIREMENTS
OPEN GRADED AGGREGATE ISTORMIANK UNDERDRAIN PER STANDARD SPECIF7CARON$,
STORAGE, WRAPPED IN FILTER DETENTION SYSTEM PER SECTION 01040.14(d).
FABRIC IN THE UP-SLOPE ARI=A. MANUFACTURE DETAILS
CONFIGURATION PER PLAN.
RAINGARDENS
1?AMGAMEN -- TYPICAL ,SECTION`
Scoiz- N.T.S
SAN Mh
RIM.435.4b
LA
RIM.435.76
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R35.95
t DEADMOND FERRY RD
i 104 211
s
PRELIMINARY: FOR CITY SITE REVIEW ONLY
N
GRAPHIC SCALE
75 30
Digitally signed by
Date: 2021.0430 &
ENGINEERING=
Since 1977
civil • transportation
structural • geotechnical
SURVEYING
310 Sth Street
Springfield, OR 97477
p: 541.746.0637
www.BranchEngineering.com
Springfield OR I Albany OR
, C� �l
11 00
#79232PE
a Pa ALLY SIGNED "
OREGON
•�, , 21,
,Ali
EXPIRES. DECEMBER 31, 2022
project title:
revisions:
date:
(10D
4' X 4' SUB PAD MOUNT ELECTRICAL SERVICE
TH
102
SUB ELECTRICAL METERS
project no:
20-517
COORDINATE WITH COMCAST AND CENTURY LINK FOR TELECOMMUNICATIONS
103
INFRASTRUCTURE
104
COORDINATE ELECTRICAL CONNEC71ON WITH SPRINGFIELD UTILITY BOARD:.
2OO
CONNECTION TO EXISTING WATER METER, UPSIZE METER IF NECESSARY
201
NEW 1" IRRIGATION METER & BACKFLOW
202
NEW BACK FLOW PREVENTOR.
205
NEW I" WATER LINE.
206
NEW WATER LINE TO PRIME AREA DRAIN P-7RAP.
210
WATER CONNECTION TO BUILDING
211
NEW 2" WATER TAP FOR FIREISPRINKLER SYSTEM
212
NEW 2- FIREfSPRINKLER DETECTOR DOUBLE CHECK VALVE IN ABOVE GROUND
VAULT.
213
NEW FIRE SPRINKLER CONNECTION POINT TO BUILDING
214
FIRE DEPARTMENT CONNEC77ON (FDC) POINT TO BE APPROVED BY C17Y OF
SPRINGFIELD FIRE MARSHALL_
300
CONNEC71ON TO EXISTING WASTEWATER LATERAL.
301
NEW 6" WASTEWATER LINE
Z
302
NEW WASTEWATER AREA DRAIN.
a
Z
.303
NEW WASTEWATER CLAN OU1:
310
WASTEWATER CONN&CTTON TO BUILDING.
400
CONNECTION TO STORM MAIN.
a
401
NEW 4" ROOF DRAIN.
402
NEW 6" STORM LINE
403
NEW 8" STORM LINE.
405
NEW 12- STORM LINE.
3
P
406
NEIN STORM CLEAN OUT
4O�
NEW CATCH BASIN.
a
L
4IO
NEW DITCH INLET WITH ORIFICE ON SIDE PER STORM REPORT DESIGN.
at}
RIP RAP OUTFALL PROTECTION.
2
0
416
RAIN GARDEN TREATMENT FACILITY WITH MANUFACTURED STORAGE PER DETAIL THIS SHEET.
a
420
NEW FRENCH DRAIN IN BACK OF YARDS, LOCATED 2' FROM PROPERTY LINE. PERFORATED
PIPE SMALL DRAIN TOWARDS TREATMENT FACILITIES
421
OVERFLOW WEEPHOLE TO THE CURB.
r
501
NEW ELECTRIC SERVICE, COORDINATE WITH S.U.B.
505
NEW LIGHT POLE
copyright 0 2012 Branch Engineering, Inc.
4
—(E), SD (Ei SS: — Sm (E)SD — — CE)SD (E'iy (EjSD —(E)SO(E)SD
RIM.��08
PLANTINGS PER LMDSCAPE DRAWINGS
BALL *17H IMPEW&4BLE LINER
- IN 5 FEET OF PROPETY LINES
GEO LE - OR 10 FEET OF BUILDING&
FILTER FABRIC
18" GROWING MEDRN
-_ _ _ __ _ '_ _ _ _ S7ORMWA7&R FILTERING MEDIA
SHALL MEET CITY OF EUGENE
120OF2 112" - .314" DIA. STORMW47ER REQUIREMENTS
OPEN GRADED AGGREGATE ISTORMIANK UNDERDRAIN PER STANDARD SPECIF7CARON$,
STORAGE, WRAPPED IN FILTER DETENTION SYSTEM PER SECTION 01040.14(d).
FABRIC IN THE UP-SLOPE ARI=A. MANUFACTURE DETAILS
CONFIGURATION PER PLAN.
RAINGARDENS
1?AMGAMEN -- TYPICAL ,SECTION`
Scoiz- N.T.S
SAN Mh
RIM.435.4b
LA
RIM.435.76
;.a 3` � a�—�---%�'F�Y �''s':�r �rrz� `c��r"� s,�'#:r ;r�� t�t�� �c��, f.-,�,,sr r,<.., ?r�,<� rte,. (E) VAN r°-=;� r -gar
� � � 1 _.�..___,(i e i -�—""e �'_'_—��, ��� ��-r � ,�-,• �"�"�E}t:� �c},r., iEiez� , E) WN tct� €gds.,, ��,�..#-----Y�z<?iV-g-------��}a.
e Rih
-rs 'E sq (} a —(s --( }s (�}s 4 S —(E)SD{E}sr —(E)SD—(t)SD(E`)S, (s;cD (js (E'Is (E)SD —(E)SD s $ ISH (sem-- P�
R35.95
t DEADMOND FERRY RD
i 104 211
s
PRELIMINARY: FOR CITY SITE REVIEW ONLY
N
GRAPHIC SCALE
75 30
Digitally signed by
Date: 2021.0430 &
ENGINEERING=
Since 1977
civil • transportation
structural • geotechnical
SURVEYING
310 Sth Street
Springfield, OR 97477
p: 541.746.0637
www.BranchEngineering.com
Springfield OR I Albany OR
, C� �l
11 00
#79232PE
a Pa ALLY SIGNED "
OREGON
•�, , 21,
,Ali
EXPIRES. DECEMBER 31, 2022
project title:
revisions:
date:
APR. 19,207,
drawn by:
TH
designer:
NBP
project no:
20-517
sheet:
x