HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/4/2014Q
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C 1 EXISTING CONDITI ONS /DEMO
C2 DRAI NAGE/GRADI NG PLAN
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BRANCH ENGINEERING, INC.
1254. RAINBOW DRIVE
C3 PAVING .STRIPING PLAN
CONTACT: LANE BRANCH
SPRINGFIELD, OREGON 97477
310 5th STREET
TAX MAP. 17-03-27-34
SPRINGFIELD, OREGON 97477
TAX LOT. 2602
OFFICE. (541) 746 -0637
EMAIL: loneftronchenqineenn ,com
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MSTING USE
APARTMENTS
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MDR MEDIUM DENSI. Y RESIDENTIAL
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TAX MAP 17 03-27 '34t TAX LOT 2602
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copyright O 2014 Branch Engineering, Inc.
Isheet:
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a
11 GE t D
EXISTING FENCE LINE
RAINBOW VILLAGE APARTMENTS'
EXISTING STORMWATER LINE
EXISTING WASTEWATER LINE
TC1434,70
EXISTING MANHOLE
- AC :434,20 TCs434 :79
TC1434 :23 TC434,66 - AC :43429
TCs435,76 �
AC14341'16 ; EXISTING CATCH BASIN OR DRYWELL
AC 433,73 TC 434,86 TC 435,82
TC :433.82 ACs435,26
T s4 4. 6 AC :434:36 ACs435,32
= C 3 3 TC•435,15
AC 433,32
TCs435,40 TG :436,21 _ TC :438,13
AC :433,86 TC 437.05,'
TC434,77 AC 434,65 :4 TC=435,69
AC :43 27 1
AC 434.90 AC :433,71 _, ACs437.63$` EXISTING DECIDUOUS TREE .
4 AC 435,19
AC 436,55
_ w w 4, -y
- -
a
a,.
.. =- , EXISTING CONIFEROUS TREE
T 14 4.04
`y
EXIST. STORM MH ,
AC 433.34 [:.:. �. � Y �': � -' ,,-'� ''. \�
R & TC,436,62
TC =435.54 - ,� : � TCs436,70w TCs 37.95
AC436,12 = �,
{r •.. "" , ! l � AC 37.45 ' ...
EL 24 (N&S)= 428r56 TCs434.04 434 r TC =436,17* AC:436,35 w A
Ac 433.02 {m,w EXISTING CONCRETE WALK
a a AC =433,71 ,' AC :435:67 43 0o TC 437,90
FL 8 (E) 430:69 Cs434.95 TC :437,65 , 7
TCs434,54 7 AC 43 ,40
_-
- ' +-EL:434.
. • A Cs434,43 � -�. _ :__ , -: - .: AC.437.15 EXISTING LANDSCAPE
AC :434,04
TC1435,1 � --
AC:434.64
PROPOSED ASPHALT PAVING
. , `
._ ,:.:.,.:.. - •_ ... �;� TCs
437,14
TC 434.28
y
PROPOSED CONTOUR AC i 436,64
AG 433.90
_
TC 436.95 $T
TC 435,67 PROPOSED STORMWATER LINE
)KTC =436,33
:. s w
ETC :435.54 s4
.._ AC 436;45
AC 35.25 I:
....
_
w
- POSSIBLE PERFORATED OE WATERING PIPE
r
, 1
- ' TC�435.40
• � _,_ .�. . W,._- .. . ¢.. , .. _ ...• � TCs 4 3 6.7 9
PROPOSED STORM MANHOLE
AC 434,81 s s ;
AC :436,61 C1437.95 r
TC 435,10
F
_r.
\-TC,434-85
AC 434.85 .,,R,�..,..a.. � '
;�• AC1437,45 w
AC 434.53 TC1435,37 ! )KTCs436.79
ACs435,04
, AC :436.66
_.;
PROPOSED I
0 OSED PH T AS AL FINISH GRADE
- • � •- AC436,54
w w �
: -
COMMUNITY BUILDING .�,,: -:.._!
t
W
{
' .. -.: .436.75
°m 36 • 93 )KT C :4 TC1438.02
)KTC.436.25
r 59 AC :436.51 Cs437,52 43AC1 18 w
sn< .�.r _ _ n /
w' W w N
:..,._..- . <- ........... ... .z..: .x...4,.,.,1.: :'.... -
TCs 7.15
... ACs43 ,65
fiC :436,28 TC :437.05 j
TC "436.50
t
ti
ti
i s
®A/i' VA
SHED , � � \ fiC :435.67
EXIST. STORM MH c \ AC :435,17
RIM-434,19
'
' INSTALL SHALLOW :STORM MANHOLE PER CITY OF SPRINGFIELD STANDARD
FL 24" (N &s)=429.3 v 'y (:D DETAIL 4 -3 OR APPROVED ALTERNATE.
FL 12" W-430,89
I - )KT0435,67 FURNISH AND INSTALL NEW SINGLE COMPARTMENT CATCH. BASIN.
r AC1435,42
, t
FURNISH AND INSTALL NEW AQUA -SWIRL AS -2 STORMWAT+ER TREATMENT
3 MANHOLE.
NOT USED
TC :435,62 TC1435.63
ACs43S,29 �
AC :435,13
TC�435,40
5 FURNISH AND INSTALL 6 „ STORM PIPE WITH TRACER WIRE
' j '
"
AC :434,90
"y' 6 FURNISH AND INSTALL 8" STORM PIPE WITH TRACER WIRE,
1 7 INSTALL 4" PERFORATED PIPE BEHIND CURB FOR DE WATERING.
I ,
- L :435,02 INSTALL CLEANOUT.
F
TCH
CONNECT TO EXISTING CA BASIN. CONFIRM FLOW LINE AND NOTIFY
ENGINEER IF DIFFERENT.
TCs43
,,. 5 20
x�rw
AC :434,70
TC :435,36 -'
AC :434,86
m )KTC :435.35
AC :435,10 <,
- EXCAVATION AND FILL
TC :435,02
435.31 4 AC 434,32 ROUGH GRADING WILL BE NECESSARY TO ACHIEVE PROPOSED
TC
f' + \ GRADES. ANY SUITABLE TABLE EXCAVATION MA TERIA WILL
AC 434.81 L LL BE USED AS FILL
IN LOW AREAS.
TC :435,63 TC :435,19
AC :435.13 AC :434.69 ,
CUT AND FILL VOLUME ESTIMATE:
TC :435,63 li 7 CUT = 830 CY f
,
AC1435,13
�_. FILL 830 CY f
)KTC :435,41 !., 1 ' TC :434,85
:
AC :434,35
TC1435,18 s
AC :434,80 r
_ _ ... TC1435 37
I AC :434:87
)KTC :434,84'
EXIST. SAN MH o
RlM= 935,54 LAUNDRY AC1434,51
FL-428.67 X434.95 TC :434,66
ri,. _� =
TC "434,71; TG1434,80 - ...- _ , AC :434,62 I °. 4 ..:... , l AC :434.16
AC :434 21 AC1434,42 s: {� SL=
O. 24 DIA. ......:. -.. - ; ,7 .... - -.- �_ w - `` 5
E _�
_.
,..
- � r, TC :434 89 SL 0.0060
. �,, AC :434,39
ROUND C8 ,: i.. .. ,.. = _' . `<�
a �.
,- .. RIM 434.39
RIM= 433.17 ETC :434.98 �_�r:.' s ;-`• TC :435,18 2
FL 24" (N &S) =429.37 AC :434,4$ ACs434,50 > .:N TC :434,87 AC :434,68 6 FL 432.7D
''.
TC:434,43 TC434,53 ACs434,37- -"
AC ;433,93 AC1434,03 ,1434,85
TC =434,80 ACs 4
TC�434,79 .35' _
TC :434,53 AC :434.47 AC :434.29 - TC :434,91
AC1434.03 434 AC :434,41
TC :43415
AC-433,65 TC1434:11 �p j x EL :434,1
TCt433,93 AC =433: j T :434,65 �. y__
:434,50 SL= 0:0060
AC 33,43 -
z v -,
:4
TC :434.06 A14341 . AC :434,00
-'"� TC :433,90
AC :433,56
AC :433,40 TC:434,38
• '. ACs433.88
3
TCs434,16
TC,433.89 : -- \ AC :433,66
AC433.39 TC :433.98
AC =433,4$
EXIST. &` TM �'
TC :434.14
EXIST. 0 AC-433,64
1.2'x3' SIZE 6 SL =O.D060 AC1433.42 RIM 433.79
RIM =433.09 TC =433,81. 8 FL 431.39
BASE OF SLUMP 430.59 AC1433.31
. :433.99
TC :433,59 TC :434,00 AC :433,49
AC :433.09 AC1433•5 O
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
TAX MAP 17- 03- 27 --34, TAX LOT 2602
DRAINAGE/
GRADING PLAN
sheet: