HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/18/2012McKENZIE HIGHWAY /MAIN STREET
32' " D/W
24 411MV
EX. 30' D1W
EX. 20'
D1W
FIL,
4
490
rya
A ST
V ST1126
N`GINEERING.-
Since 1977
civil transportation
structural - geotechnical
S U R V E Y I N G
310 5th Street
Springfield, OR 97477
p: 541,746.0637
f: 541 746 0389
www. Branch En gineering.com
Springfield OR I Salem OR
QT
PROFS
'i
# 29*96
W --- 1 7-
LEGEND
f HOLLY ST
-Z-:
FIRE HYDRANT OREGON e
J-
LO C
m BUS STOP UARY b
V)
LAND
N
EXPIRES: DECEMBER 31, 2013
(7)
JASPER Rq
project title:,
7N7
VICINITY MAP
SCALE: 1 -1001
LE GE ND SITE DA TA
EXISTING SITE PROPERTY LINE
FLOOD PLAIN
ro
ro
O
O
LU
I.-
En
q*
in
C)
M
En
En
C11
O
TAX MAP 17-02-32., TAX LOT 2201
f7ripmaht 0< ?012 PIrr(') Fn 111c
C>
McKENZIE HIGHWAY /MAIN STREET
32' " D/W
24 411MV
EX. 30' D1W
EX. 20'
D1W
FIL,
4
490
rya
A ST
V ST1126
N`GINEERING.-
Since 1977
civil transportation
structural - geotechnical
S U R V E Y I N G
310 5th Street
Springfield, OR 97477
p: 541,746.0637
f: 541 746 0389
www. Branch En gineering.com
Springfield OR I Salem OR
QT
PROFS
'i
# 29*96
W --- 1 7-
LEGEND
f HOLLY ST
-Z-:
FIRE HYDRANT OREGON e
J-
LO C
m BUS STOP UARY b
V)
LAND
N
EXPIRES: DECEMBER 31, 2013
(7)
JASPER Rq
project title:,
7N7
VICINITY MAP
SCALE: 1 -1001
LE GE ND SITE DA TA
EXISTING SITE PROPERTY LINE
FLOOD PLAIN
ro
ro
O
O
LU
I.-
En
q*
in
C)
M
En
En
C11
O
TAX MAP 17-02-32., TAX LOT 2201
f7ripmaht 0< ?012 PIrr(') Fn 111c
EX.
32 f V1W
i
McKENZIE HIGHWAY /MAIN STREET
.........
NSANOTES
f: 541.746.0389
EXISTING SITE PROPERTY LINE CONSTRUCT MONOLITHIC SIDEWALK PER DETAILS 3 AND 5 SHEET C3, w w w. Bran c h E n g i n e e r i n g. c o m
— — — — -- — EXISTING EASEMENT Springfield OR i Salem OR
EXISTING CURB CONSTRUCT VERTICAL CURB PER DETAIL 2 SHEET C3.
EXISTING EDGE OF AC PAVING
PR
,, _... ___ EXISTING FENCE 3 CONSTRUCT ACCESS RAMP PER DETAIL 4 SHEEP C3.
EXISTING EDGE OF Ac PAVING
4 CONSTRUCT 3" ASPHALT OVER 10'' CRUSH # 996
ED ROCK PER DETAIL 1 SHEET C3.
ExIsriNC FENCE
--
___._ .._
PROPOSED BUILDING TAPER CURB HEIGHT FROM 0.5' TO 0.0' OVER 12" PER DETAIL 6 SHEET C3. OREGON ,,..-
POWER EXISTING OVERHEAD l UARY
E LINE CONSTRUCT 1 ' GAP IN CURB FOR DRAINAGE PER DETAIL 10 SHEET C3.
`L EXISTING WATERLINE A N
EXISTING WASTEWATER SEWER
`0` r,.. EXISTING STORMWATER SEWER
CONSTRUCT" WATER METER (BY OTHERS). EXPIRES: DECEMBER 31, 2013
b '
JUT PROPOSED JOINT UTILITY TRENCH
FURNISH AND INSTALL I" SCH. 40 PVC WATER SERVICE PIPE. project title:
W PROPOSED WATERLINE
PROPOSED WASTEWATER SEWER FURNISH AND INSTALL I" REDUCED PRESSURE DOUBLE CHECK BACKFLOW DEVICE
y f ST PROPOSED STORMWATER SEWER PER DETAIL 9 SHEET C3.
i
EXISTING GRADE BREAK
INSTALL ELECTRIC TRANSFORMER (BY OTHERS).
f t, ELEVATION CONTOURS
FLOW ARROW
11 CONSTRUCT JOINT UTILITY TRENCH (ELECTRIC, PHONE AND CABLE TV).
i h
EXISTING WASTEWATER MANHOLE
G W
12 CONNECT TO EXISTING WASTEWATER STUB, VERIFY SIZE AND ELEVATION IN
EXISTING STORMWATER MANHOLE FIELD.
f j
,
t 3
}
FURNISH AND INSTALL 4" WASTEWATER PIPE WITH TRACER WIRE, SEE DETAIL 8
; f L ; £ EXISTING CURB INLET SHEET C3.
{ { }
PROPOSED ODOT TYPE 'D' CATCH BASIN
s
14 FURNISH AND INSTALL 4" CLEANOUT PER DETAIL 7 SHEET C3.
D PROPOSED CLEANOUT
PROPOSED DOWNSPOUT 15 INSTALL 4" PVC STORMWATER PIPE WITH TRACER WIRE, PER DETAIL 8 SHEET
i - - C3.
i J
f
g I PROPOSED TRANSFORMER
f 16 CONSTRUCT 2'X2'X6" RIPRAP SPLASH PAD.
' I A ' PROPOSED WATER METER r)
y PROPOSED DOUBLE CHECK BACKFLOw PREVENTER 17 CONSTRUCT SWALE PER DETAIL 10 SHEET C3.
EXISTING POWER POLE 18 INSTALL 9" RECTANGLE NDS AREA DRAIN OR APPROVED EQ.
G EXISTING S
' IN
s
4 i EXISTING DECIDUOUS TREE
{ i
o EXISTING SPOT ELEVATION y j r NOTES
X
FL-407ti 8t)
FLOW LINE ELEVATION I. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE
AC:407.80 WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS
TOP OF ASPHALT ELEVATION
REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
TC:4O7•80 TOP FAGS OF CURB ELEVATION EXISTING 'UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY
3
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE
f CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
r
ALERT (USA) AT (800) 227 -2600 TO INDICATE EXISTING UTILITIES AT LEAST 48
HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE PRECAUTIONARY
MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO
EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND
HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD.
{
2, AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION,
Lu
uJ
ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE,
E
SITE DA TA ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE EXISTING
CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACTOR SHALL
STORM
Fm Lu u
NOTIFY< BRANCH ENGINEERING, INC. IMMEDIATELY. THE CONTRACTOR SHALL VERIFY r Loo
ALL SURFACE STORM RUN OFF WILL DRAIN WEST AND THAT THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES,
ENTER PROPOSED RAIN GARDENS THROUGH GAPS IN THE 3. SITE PLUMBING SHALL CONFORM TO THE UNIFORM PLUMBING CODE AND 00 CL
CURB. ROOF DRAINAGE WILL BE PIPED TO THE PROPOSED MANUFACTURER'S SPECIFICATIONS. z -
RAIN GARDEN. 4 THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN AND SECURE APPROVAL
OF THE PLAN FROM THE CITY AT LEAST FIVE (5) WORKING DAYS PRIOR TO revisions:
UT AND FILL STARTING WORK.
CUT 420 CY t 5. STORMWATER AND WASTEWATER PIPE MATERIAL SHALL BE SDR35 PVC, UNLESS
FILL 200 CY t IT IS WITHIN 5 FEET OF A BUILDING, USE SCH. 40 PVC WITHIN 5 FEET OF A
z
BUILDING.
{
UTILITY VERIFICATION
date: 4/16/2012
drawn by: ARS
PRIOR TO START OF ANY WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION, designer. LB
ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES
THROUGHOUT THE SITE AND AT THE POINTS OF CONNECTION. THE CONTRACTOR project no: 12-054
SHALL VERIFY THAT THE PROPOSED UTILITY SERVICE WILL MEET THE INDICATED PIPE
SLOPES & IMMEDIATELY NOTIFY THE CLIENT REPRESENTATIVE AND BRANCH
ENGINEERING, INC. OF ANY CONDITIONS) THAT WILL PREVENT CONSTRUCTION OF NEW '
UTILITY SERVICES AS INDICATED ON THE PLANS.
PAVING AND
UTILITIES
R E C V i
5
Deet:
A.
Zo2-
C 2
s
STRAIGHT CURB SECTION DUMMY JOINT ---` N.
4 THICK P.C. CONST• 6R WIDE (NOM.)
31' COMPACTED THICKNESS CLASS f`c= 3,000 PSI 6
1/4" DEEP 'V' GROOVE CONCRETE SIDEWALK /`- CURB AT BACK OF RAMP PROVIDE 1 112" DEEP CONCRETE, 6X6 1010 WWM WITH BROOM FINISH UNLESS OTHERWISE DIRECTED
g DENSE GRADED HMAC --. 6 FROM FACE OF CURB. REINFORCEMENT SEE DETAIL 5 THIS SHEET ranch
CONTROL JOINT u,.^ .
(COMPACT TO 91% RELATIVE SIDEWALK OR "
4 )' THICK P.C.
l RADIUS TYP: :, ., AT 6,--Q„ MAX. ... ;
t 2 RAD _
COMPACTION RICE) TOP SOIL : w - f' -._'_ --- CONCRETE SIDEWALK
_
----_ CONSTRUCT JOINT WITHIN &
2 _. __._ .,..._ ,.
WITH BROOM FINISH --
1 -
- -
6 HOURS POUR
s
OF P R
.,. a... ,
Civil transportation
ta m
,
structural e
, al otechniCal
9
S U R V E Y l N
,
,
r ,
ti
,
,
_
e .h
vs
„
, , , - ,: : ,.' - J ,.' , , .•._. .. ,. ,. .... ,. .M• ... «... .. - ,, x.. f';'E},...
31 5th Street
:
,
2 314'-(0) CRUSHED ROCK, Springfield OR 9747
COMPACTED AT 959 p• 541 746 4637
J
,
,
Y
- r
y ,
"
f. 541.746 03
89
Slope 2% max
ECATt E COMPACTION
SCALE PANS
LE FROA L
:,`• ,; `'', ` www.BranchEn ineerin .co rn
MODIFIED PROCTOR
<
y I .3 max.
aSpringfield OR Salem OR
COMPACTED SUBGRADE a Slope 8 3%
_ ,, . r :_ 9 12 AS PER GEQ- TECHNICAL
10 314`-(0) CRUSHED ROCK, _., : < . _
OBSERVA ION :::::::::::::::
NOTE., Truncated dome detectable warning surface
COMPACTED AT 95% SITE PAVING (SLOPE TO ;•.: :::::. g "
F.
PROVIDE 1 It2° DEEP ,'.
DRAIN GRADING r) )a_ O COMPACTED SUBGRADE --"' Q PRO
RELATIVE COMPACTION (2) 3/4 (Ot CRUSHED ROCK,
CONTROL JOINT Landing Area (Min. level area 48" x 48 ") AS PER GEO-- TECHNICAL 6X6 1010 WWM REINFORCEMENT
MODIFIED PROCTOR 8 PAVING PLAN) AT 6)_0)a MAX,. : „ ; : -
SUB -GRADE For the purposes of this application, C
COMPACTED CRUSHED ROCK CONSTRUCT JOINT WITHIN > > P P pp OBSERVATION
COMPACTED SUBGRADE 16 HOURS OF POUR (SEE DETAIL 5 THIS SHEET) :% _ ,wf' a 29 maximum slope (For drainage) is considered level # 996
A C PA VING SECTION VERTICAL CURB DETAIL U3 U4 U5
OREGON
SCALE, N.T.S. SCALE, N.T.S. SCALE, N.T.S. SCAtLEs N.T.S. SCALE. NONE ' e'ARY e, T'°
LA1
RISER O, D.
CAST IRON FRAME AND PLUS 112" MIN, FINISHED EXPIRES. DECEMBER 31, 2013
COVER - ADJUST TOP TO GRADE WITHIN OUTSIDE UNDISTURBED
MATCH FINISHED 2') MIN. PAVED AREA PAVED AREA SOIL project title:
GRADE I ti
„ F.- SCN &O ELLS TYPICAL LOOSE RING PVC SCHEDULE 80 FLANGE
_ - _ - _
_ A STEEL BOL TS STAINLESS S AND NUTS
,
,.,.. .. .. PAVING
i BALI_ VALVES 2
STRUCTURE :, i i _ _ ,,j, 0
VALVE BOX CARSON 2436 -18,
PROVIDE 114 CLEARANCE 1.ri COMPACTED , --i PROVIDE STAINLESS STEEL BACKFLOW PREVENTER
BETWEEN CONCRETE PAD-, - NA T I VE
14 HOOP CENTERED ____._ __ _. LOCKING BOLT AND WASHER.
AND RISER PIPE. 2 ... I _._., "
IN COMMERCIAL BA CKFIL L ti
MIN. ,.- 4 GRADE CONCRETE t:_
MECHANICAL PLUG, ., I O
MIN. PAD (WITHIN TRAFFIC COMPACTED 314 -0
COMPACTED 314"
-0
AREAS ONLY CRUSHED ROCK
CRUSHED ROCK
,
3 MIN.
GEOTEXTILE FABRIC
BEDDING f
-r- AT BOTTOM OF sox
..f_.
AND COVERING ANY
,
v
M!
HOLES
,
,
_ •. :.-. ,.., :. -:_, ., .,._.. „ _. < rfl : , SUPPORT
f
r t` r'st1u
i
t __ BRICK
PROVIDE TRACER WIRE _,.
SUPPORT
PER
AS REQUIRED -- : r - -
BRICK - -
.:, LOCAL CODE. f _, . ' -,
e . tt j p,
'
r.. i `. `,Y'i. _Xr }
... _. I -
„ ! I`-S i .. X`'3 -fir
e f r , , , 11 r: 11 . # , 1 1 f _
r
i
A „tri•-'-tl,f _, ,.,_.
11'7:-! ,.I17111:"-,
s# 1_.. ? E .il:_:_1i1._I .._ f,_..,Il.._i.._ -1, i,__..,,_ -.I, € ,___i4i_,._t„__.1,(___(,I_._:t
6 MIN, t- _ ,. __.
12 11 r I __ ll,_. .__l, ..._ ; .. __ i _ r •
SLOPE
PIPE SIZE AND TYPE 4 4
t k ;t l U is t t tip t' F .' 7? , a +r 1! - l ; ; F R _
,
Pz
PE PLANS !
_., BEDDING
.. UNDISTURBED SEE TYPICAL B INCOMING SCHEDULE 80 ALL PLUMBING FROM METER TO
a, (
:.._ .
TRENCH / DETAIL SUBGRADE
PVC PLUMBING BY THIS L TO
EL BE SCHEDULE 8Q PVC
LICENSED PLUMBER
,
:
NOTE,
, E
UN STUBBED
DI
r
318 X 3116 WASHED ROUND T
a
AT CONTRACTOR'S OPTION, MULTIPLE 1 T
C N R P ON ! E T 1 IES MAY H
S 0 MUL L U L BE LOCATE 1N THE
SUBGRADE D .
COP T 1 I
MAC ED UND STURB D EAR T14 E EA T 1
A TRENCH. CONTRACTOR HA V R1FY -, N COMPLY
ROCK MINIMUM 4
DEEP
SAME REN N C A TORS LL E A D COM L WITH LOCAL
NOTE.- -
LO A
N SEPARATION 10 T
AND STATE CODES O UTILITY SE R T N REQUIREMEN S. HORIZONTAL
1. CASTING SHALL MEET HS20 LOAD REQUIREMENTS.
2. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE. 4" MAX SIZE) SEPARATION .BETWEEN JOINT TRENCH UTILITIES SHALL BE 12° OR
( ) GREA TER.
3. ALL CONCRETE SHALL, BE COMMERCIAL GRADE CONCRETE
VI TRACER WIRE AS REQUIRED Y E.
6 CURB ENDING U7 CIB"O UT 4 PROVIDE EQU ED B LOCAL GOD
IC T
SCALE, N.T.G SCALE, RT.^ SCALEI N.T.S. SCALE, MT,Sa
)
7
U.1 LU
ULJ Ca
:._
S .'; _y, t ,__„ C;, ,•t i ;..a{ ';,_._,( ,.. 1_..t( 1 4 } yYt`
LLJ
I' A
GAP ALONG STRAIGHT LENGTH OF CURB
VERTICAL CURB BEYOND
revisions:
J
AC PAVING AT 1 `
2 `X2'X6' DEEP GAP IN CURB B
MATCH EXISTING GRADE RIPRAP SPLASH PAD ELEVATION PER PLAN -
2'X2'X6' DEEP
-/ _ , -- : -'_ ,):, -. _.`> _ti./, ; • RIPRAP SPLASH PAD
t A ry,°
_._ ate,
( ., c. r ry, date,
- _.., . _ - r u , — . 4/16/2012 } x ^
v4
drawn by: ,q}S
4 ., -. }. ._., ,. ... ? .: 5.._. :, ,. ,, _ .;,.. :, "+,.,. G> ,. *.., .- 'iS,t. -:- 'il -,:-. ... .. ,,,_'•y,_ x.1..1.,._, ..s . \,_
,
BOTTOM ELEVATION - 488.0 t,
O .- `•'•?1r' ^ , r3:= ;J"'•t' *-.1 \^ 1 ^""" , 1r"' °. _ ;r Js- .tr;.i '^ !2`T .: Gy---
WIDTH PER PLAN =
_a. -. t _ _ designer:
LB
v B - project no: 12-054
Ui
r
I GAP A T CURB CORNER DETAA I LS
Ln
Q _ _
SECTION A -A SECTION B -B
4
r,t
Date n sheet:
UO SECTION
SCALE -t N.T.S. Original Submittal
copyright Oc 2012 F3ranrti Engin?ering, Inc. 0i -:1-D paoks