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Franklin Boulevard, Eugene, OR 97 403
SITE REVIEW SUBMISSION
VICINITY MAP
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DESIGN TEAM
CODE ANA;-~"SIS
l\PPUCANT /PROPERTY OWNER:
GLEN WOOD - OP, LLC
c/o FRANK GIBSON
HUTCHINSON, COX, COONS, DUPRIEST & SHERLOCK P.C.
777 HIGH STREET
EUGENE, OR 97401
541-686-9160
541-343-8693 (FAX)
ARCHITECT /APPLlCANTS REPR~SENTATlVE:
ROBERTSONISHERWOODIARCHfTECTS<< pc-
132 E. BROADWAY, SUITE 540
EUGENE, OR 97401
541-342-8077
541-345-4302 (FAX)
CONTACT: SCOTT STOLARCZYK, AlA
CIVIL ENGINEER:
KPFF CONSULTING ENGINEERS
1201 OAK STREET, SUITE 100
EUGENE. OR 97401
541-684-4902
541-684-4909 (FAX)
CONTACT: ANNA BACKUS
LANDSCAPE ARCHITECT:
CAMERON MCCARTHY LANDSCAPE ARCHITECTS
160 EAST BROADWAY
EUGENE, OR 97401
541-485-7385
541-485-7389 (FAX)
CONTACT: JUSTIN LANPHEAR, ASLA
LOCA TlON:
1<3~()OBLQ,gK. OF FRANKLIN BOULEVARD, EUGENE (GLENWOOD), OREGON
:;'~,SOq:rnt~~IDEOF FRANKLIN BETWEEN GLEN WOOD BLVD AND HENDERSON AVE.
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ASSESSOR'S MAP:,--
4 17-:03-34-31, TAX LOT 900
-''*4, > 1?~~P3-34-34, TAX LOT 201
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26 SF, TOTAL (1.73 ACRES)
SITE AREA:
PROPOSED USE:
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';'}<MEDICAL OFFICE, 19.900 SF TOTAL
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LAND USE CODE ANALYSIS, BASED UPON CITY OF SPRINGFIELD DEVELOPMENT CODE (SDC)
ZONE: CC- COMMUNITY COMMERCIAL
GLENWOOD REFINEMENT PLAN (COMMERCIALINDU~JKIAL MIXED USE)
MINIMUM LOT SIZE: 6,000 SF (O.K.l
MINIMUM FRONTAGE: 50 FEET (O.K.).
MINIMUM LANDSCAPE / NO MINIMUM OR MAXIMUM STANDARDS LISTED FOR ZONE
OPEN SPACE: -
MINIMUM BUILDING 10 FEET, FRONT AND INTERIOR YARDS (O.K.).
SETBACK:
MINIMUM PARKING 5 FEET, FRONT AND INTERIOR YARDS (O.K.)
~ETBACK:
MAXIMUM BUILDING, NO MAXIMUM SINCE SITE IS NOT ADJACENT TO A RESIDENTIAL ZONE
HEIGHT:
VIEW FROM NORTH
FENCING:
FRONT YARD: 6' MAXIMUM HEIGHT, 5' MINIMUM SETBACK
SIDE YARD: 6' MAXIMUM HEIGHT. 5' MINIMUM SETBACK
REAR YARD: 6' MAXIMUM HEIGHT, NO MINIMUM SETBACK
SHEET INDEX
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GO PROJECT INFORMA~ON
TOPOGRAPHIC SURVEY
LO SITE ASSESSMENT OF EXISTING CONDI~ONS
11 SITE PLAN
L2 VERTICAL CONTROL PLAN
L3 LANDSCAPE PLAN
Cl CIVIL NOTES. LEGEND, AND ABBREVIATIONS
C2 STORM DRAINAGE AND UTlUTY PLAN
E1 SITE ELECTRICAL PLAN
A1 FLOOR PLANS/EXTERIOR ELEVATIONS
MOTOR VEHICLE
pARKING:
MINIMUM- (1) PER 300 SF OF flOOR AREA
19,900 SF / 300= 67 PARKING SPACES REQUIRED
87 PARKING SPACES PROVIDED (O.K.)
alCYCLE PARKING:
30% OF PARKING SPACES MAY BE DESIGNATED AS COMPACT
85 x 0.30= 25
25 COMPACTED SPACES PROVIDED (O.K. )
(1) PER 3,000 SF OF FLOOR AREA
25% LONG TERM, 75% SHORT II:.t<M
19,900 SF / 3,000=
7 SPACES REQUIRED
2 LONG-TERM SPACES REQUIRED
5 SHORT-TERM SPACES REQUIRED
2' LONG- TERM SPACES PROVIDED (O.K.)
5 SHORT-TERM SP ACES PROVIDED (O.K.)
WALL SIGNS: (3) ALLOWED TOTALING 350 SF FOR All FACES
FREESTANDING: (1) ALLOWED, 100 SF PER FACE, 200 SF TOTAL
PREUMINARY BUILDING CODE ANALYSIS BASED UPON 2009 INTERNATIONAL BUILDING CODE, ADOPTED IN
2010 AS OREGON STRUCTURAL SPECIAL TV CODE
~IGNS (SMC 8.200):
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OCCUP ANCY:
CONSTRUCTION TYPE:
ALLOWABLE AREA:
BUSINESS GROUP B
TYPE VB, FULLY SPRINKLERED
BASE AllOWABLE AREA, 9,000 SF PER FLOOR
INCREASE AllOWED FOR FUllY SPRINKLERED BUILDING
WITH INCREASES 27,000 SF PER FLOOR ALLOWED (O.K.)
2-STORY BUILDING AREA AllOWED TO BE INCREASED BY (2)
52,000 SF TOTAL BUILDING AREA ALLOWED (O.K.)
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PARKING
AREA
A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF SECTION 34, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN,
SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
COMMENCING AT THE NORTHWEST CORNER OF LOT 10, GLEN WOOD PARK AS PLATTED AND RECORDED IN BOOK "T", PAGE 480, LANE COUNTY DEED RECORDS, LANE COUNTY,
OREGON; THENCE ALONG THE WEST BOUNDARY OF SAID LOT 10, SOUTH 0025' 00" EAST, 11.46 FEET TO A POINT REFERENCED BY A P.K. NAIL AND WASHER SET ON THE
SOUTHERL Y BOUNDARY OF THAT TRACT OF LAND CONVEYED TO LANE TRANSIT DISTRICT BY DEED RECORDED JUNE 8, 2006, RECEPTION NO. 2006-039900, OFFICIAL RECORDS
OF LANE COUNTY, OREGON, SAID POINT MARKS THE POINT OF BEGNtNG OF THIS TRACT OF LAND; THENCE CONTINUING ALONG THE WEST BOUNDARY OF LOT 10 AND ITS
SOUTHERL Y PROJECTION, SOUTH 0025' 00" EAST, 321.08 FEET TO A POINT REFERENCED BY A 5/8" IRON REBAR SET ON THE NORTHERLY LINE OF 14TH STREET. IF THE
SAME IS EXTENDED WEST; THENCE ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF 14TH STREET, IF SO EXTENDED, NORTH 89035' 00" EAST, 224.32 FEET TO A POINT
REFERENCED BY A 5/8" IRON REBAR; THENCE PARALLEL WITH THE WEST BOUNDARY OF SAID LOT 10, NORTH 0025' 00" WEST. 361.77 FEET TO A POINT REFERENCED BY
A P.K. NAIL AND WASHER SET ON THE SOUTHERLY RIGHT -OF-WAY LINE OF U.S. HIGHWAY 126 (FRANKLIN BOULEVARD); THENCE ALONG THE SOUTHERLY RIGHT-Of-WAY LINE
OF SAID U.S. HIGHWAY 126. SOUTH 81052' 28" WEST, 26.95 FEET TO A POINT REFERENCED BY A P.K. NAIL AND WASHER MARKING THE NORTHEAST CORNER OF SAID TRACT
OF LAND CONVEYED TO LANE TRANSIT DISTRICT; THENCE ALONG THE EAST BOUNDARY OF SAID LANE TRANSIT DISTRICT TRACT, SOUTH 2030' 15" EAST, 10.58 fEET TO A
POINT REFERENCED BY A 5/8" IRON REBAR THE SOUTHEAST CORNER THE LANE TRANSIT DISTRICT TRACT; THENCE ALONG THE SOUTHERLY BOUNDARY OF THE LANE TRANSIT
DISTRICT TRACT. SOUTH 81057' 32" WEST, 199.76 FEET TO THE POINT OF BEGINNING, ALL IN LANE COUNTY, OREGON AND CONTAINING 1.737 ACRES MORE OR LESS.
TOGETHER WITH A 30 FOOT EASEMENT FOR RIGHT-OF-WAY, THE NORTH LINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY LINE OF
14TH STREET, IF THE SAME IS EXTENDED WEST, SOUTH 0025' 00" EAST, 332.54 FEET FROM THE NORTHWEST CORNER OF LOT 10. GLENWOOD PARK, AS PLATTED AND RECORDED
IN BOOK "T", PAGE 481, DEED RECORDS OF LANE COUNTY; THENCE NORTH 89035' 00' EAST, 644.40 FEET TO THE WEST LINE OF HENDERSON AVENUE.
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LEGEND
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LIVING TRUST
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1) THE SUBJECT PROPERTY IS LOCATED WITHIN A 500 YEAR
fLOOD AREA "ZONE X" AS PER FLOOD INSURANCE RATE
MAP NO. 41039C1141 F, EFFECTIVE DATE JUNE 2, 1999.
2) ZONING - CC (COMMUNITY COMMERCIAL)
3) SETBACKS - 10' SETBACK FOR BUILDINGS; 5' SETBACK
FOR PARKING. DRIVEWAY AND OUTDOOR STORAGE.
4) THERE ARE NO BUILDINGS ON THE SUBJECT PROPERTY.
5) THERE ARE NO ENCROACHMENTS ON THE SUBJECT PROPERTY.
6) UNDERGROUND UTILITIES WERE LOCATED FROM FIELD MARKINGS &
VISUAL OBSERV A TION. (UTILITY LOCATE TICKET NO. 10218642)
7) PRELIMINARY TITLE REPORT ORDER NO. 7191-1617544, ISSUED
BY FIRST AMERICAN TITLE INSURANCE COMPANY OF OREGON
DATED AUGUST 24, 2010 WAS USED TO ESTABLISH ANY
EASEMENTS THAT EFFECT THE SUBJECT PROPERTY.
.
MONUMENTS FOUND AS NOTED
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T AX LOT 700
RICHARD M. ABERLE
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MONUMENTS SET: 5/8" X 30" IRON
REBAR WITH YELLOW PLASTIC CAPS
ST AMPED "ROBERTS SURV. INC."
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8) A BOUNDARY SURVEY OF THE SUBJECT PROPERTY IS BEING
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OVERHEAD UTILITY LINE
~
00 <0\
<0 ~
G~
~~
~
~tp
~
ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF
SPRINGFIELD BENCHMARK DA TUM. STATION NO. COS610
A 1-1/2" BRASS CAP SETIIN THE NORTHEAST CORNER
OF A CONCRETE SLAB CONTAINING A STREET LIGHTING
BOX LOCATED AT THE NORTHWEST CORNER OF 14TH AND
HENDERSON AVENUE.
ELEV AT ION = 437.521' (NA VD 88)
UGP
uor
UNDERGROUND ELECTRIC LINE
ua TCl .
UNDERGROUND TELEPHONE LINE
o
a
UNDERGROUND GAS L~E
:-~!-. ~~
t),
UTILITIY COMPANIES
~
@
SSMH (SANITARY SEWER MANHOLE)
SDMH (STORM SEWER MANHOLE)
TAX LOT 200
ROLF H. & CAROL J. JUNG
NW NATURAL GAS - (503)220-2415
LOCAL CONTACT PERSON,
JOHN RADOSEVICH - (541)342-3661 EXT. 8367
COMCAST CABLE COMMUNICATION MANAGEMENT, LLC - (503)261-7440
LOCAL CONT ACT PERSON.
TOM HENERTY - (541)434-7690. CELL-(541)228-1884
QLN-QWEST LOCAL NETWORK - (503)261-7440
LOCAL CONTACT PERSON,
NORM PALMER - (541 )484-8084
SPRINFIELD UTILITY BOARD - (541)726-2395
LOCAL CONTACT PERSON,
TONY TALBOT (ELECTRIC) - (541)744-3715
REBECCA TEMPLIN (WATER)- (541)736-3291
CITY OF SPRINGFIELD - (541 }726-3761
LOCAL CONT ACT PERSON.
MIKE RISLEY - (541)726-3761
~
x ,,<::><::>'
SPOT ELEVATION
EXISTING
BLOCK
STORAGE
BUILDING
d>
s).
x~v
TOP OF CURB. ELEVATION
T AX LOT 600
JAMES I. SPICER
ROOF )
DRAIN
^
~~ :-~ .
k'~' ~
,
I
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-'
.
EXISTING BUILDING .
(METAL & WOOD SIDI~G)
40
10 0
~ r II
SCALE: 1 INCH =
40
I
30
20
20
~
20 FEET
S.W. COR. LOT 10
GLENWOODP ARK
\
437.32'
TOPOGRAPHIC SURVEY
~
REGI:=) II:RED "
PROFESSIONAL
LAND SURVEYOR
:(
437.83'
AC
OREGON
JULY 25. 1991
TED C. BAKER
#2488 ,,;I
EXPIRES 12-31-2011
SW1/4 SECTION 34, T178, R3W, w.M.
SPRINGFIELD, LANE COUNTY, OREGON
CLIENT: CCJS HOLDINGS, LLG, AN OREGON .eIMITED LIABILITY CO.
DRAWN BY: T.O.
Y -==v:*- 'i
4~.39' x S 'f;
#\ 437.~ / ::
437.66'
AC
~7-.--------------
S G
DATE:
12-22-10
Roberts SUI.. ~ eying, Inc.
P.o. Box 7155
Eugene, Oregon 97401
Bus. (541\345-1112
F
-w
w
'-\'
\ 437.96'
~
..... (
'-
REVISION DATE:
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"
JOB NO. 2010-TOPO-018
SHEET.J... OF .L
2
2- o~) 1 0 .pa..OfS
:::>>t. K ~UNNt.~ I UN
APPROX, I.E. 424.75'
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PROP RTY LINE
~
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TI ITY LINE
Protect to Remain
eTR (:
ROJECT LIMIT INE
...... . - ..
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EASEMENT
(E)
~XISTING 51 E ELEME
-- --
--
(E) SITE EMENT
To Be Rem ved
x
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All s rvey information rovided by:
Rob rts S rveyi ng, I nc
p. . B x 71 5
Eu ene OR 74 1
T: 541-345-111
F: 541-3 64
Conta : Ted Baker
Survey dated: Dee ber 12, 2010
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2.
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Setbac s - 10' Setback for builo;n Si 5' setback for arki g, driveway a d ou door st r gee
3.
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Site is 0 tsi e he on of Contribution (Time of ravel Z ne) as shown
Protec io A ea ape
4.
n t e Wellhead
\
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Soil type is New urg Ur an and Co p ex a d Ca as Urban Lan
S rvey of Lane County.
5.
Com lex as shown on Soil
- -.
The property's oc ted withi
(#41 290112 F).
a 00 year flood area "Zone X" as p r the lood Ins ranee Rate Mqp
6.
(E) BU LDING
CONCRE E BL CK5 '"'^,,""
To Be R. mov d
v C '.J TV MA:)
(E) LIG T POL (TY .)
Tq B R" ov d
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14TH S EE
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PROPERTY ~
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-
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437. PAC
~
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437.74' \PAC
11' WID
437.8 \PAC
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-- -..
437.84' \PAC
437.68' \PAC
ASPMALT BIKE PATH
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DRIVJ:WAY APRON CURB CUT
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~-...- ~---FAA"'KU~ BL\lO
JOINT ACCESS
EASEMENT
RECPT. NO.
2003-082520
\
_ u---U--U--- _
-- ----.
'\ PROPOSED STREET - .
.-. - ~REE
5'GONC SIDEWALK
~ CYC_; PA~< .\JG
----
10' VISION CLeARANCE' .
~ 6' SECURITY FENCE
· Ornamental Iron
~-
. u-=--~ '.
REQU,REDeICYC.l-E PARKING.
(Determined ~y Springfield Dev~lopment Code)
PROPOSED BUILDING
19;900 gsf
(1 Space/SOQO 9sf)
TOT A~:
7 Spaces
9 SPEJIces
~i
I ~i
NW VE(3ET ATIVe . - ·
INFll TRATIONBAStN 1
See land~cape plan ___ _.
~I
~
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~
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,~~~s~
p.."< t:.fl7 -
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~~~~\Z\,.: 15' WIDE PRIVATE _ ____ .
~ SANITARY SEWER 1:
EASEMENT 7.5' '-
'.
\ 1
.
NE VEG~TATIVE
INFilTRATION BASIN
See land$cape'plan
6 Spaces
3 Spaces
75% Short-term Sp~ces
~5% Lpng-term Spaces
(E) OVERHEAD
UTllllY POLl:
- .
PROPOSED STANDARD
TREE
VE-:CU~A~ :)A~<. ~G
.J
REQUIRED VEHICLE PARKING
(Deterl\l1ined bY Sprjngfield Development Cod~)
'PROPOSED BUilDING
19,900 gsf
'(1 Space/300 gsf)
67 Sp$ces
(required)
'TOTA~:
.~tand~rd (9'x18')
'C.ompact (9~x16'):
ADA (~'x18'w/acce~s aisl~)
85 Sp~ces
57 Sp~ces
24 Sp~ces
4 Sp~ces
SEAT WALL W/
QRNAMENTAlFENCe
~ 24" high fence atop
36" high se~t wall
x >
12 PARKING SPACeS x
x x x ):
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GATE ,~xxx<. ~.~-'v-U'U. --u l
· ~ · 26'~Ot~ -- " -1'/fM1 AVE
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30.00' WIDE EA
HENDERSON AV
-- ( APPR())( 4. ?()'
(3) fi3ICYClE PARKING SPACES
'JO-~ ;:5
, . .,..
BACKFL'OW PREVENTER VAULT
· Fir~, domestlc, ~nd irrigation
CHillER "
1. All $urvey information provid~d by:
Roberts Surveying, Inc
P~O. Box 7155
E~gene OR 97441
T: 541-S45-1112
F~ 541-345-3464
Cpntact~ Ted ~aker
Survey dated:-December 12, 201()
GENERATOR
. . DETECT ABll; WAR,NING
PAVERS
XI STIN G
STORAGE BUILDING
(METAL SIDING)
2. Verify ex~ct locations ~nd routing of existing unctergro,,",nd
utilities prJor to starting excavation. Repair any damage to
exi$ting pjpes, utilities or'rel~ted faqilitles ~t Contraotor's
expense ip a m~nner ~pprov~d by Owner's Representative.
3. Install ne\o/ utiliti~s $0 that rim elev~tions are flush with fini$h
grades at pavement, lawn and plant beds~ Adjust rim elevation
of ~xistin~ utiliti~s accQrdingly.
4. All. acces$ible c<>mpon~nts including, but not limited to signs,
ramps~ tactile w$rning markings~ eQt. shaU conform to all
Or.goo S~ate St.andarQs for ~arking and access for the
dis$bled. pbtain OwnElr's Representative approval prior to
ins~alling ~ny related work. :
6-ft SCRt:EN WALL
.. Code reql!Jired
COVl;RE;D. GARBAGE AREA .
(~) 6-yd Cont~iners
(10) BOllAROSTYP.
See Electrical
ffi
~
35
. -... (!)
Z
~
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N
WATER CONVEYANCe
OITCH
- ...
-~ I
Y
\ -- .
8 PARKING SPACES
~
~
WATER CONVEYANCE
PITCH
~OAD{I~G AREA
Approx. 525 $q ft I.'
- 5' CONCRETE SIDE WALK
.. e' FENCE
· Chain-link
5. Verify exi~ting e,evations where- new work abuts exitinQ to
remain. N~tify awner's Reprf~sentative of any di$crepancies.
6. Repair aU areas disturbed or damaged by new constru~tion n9t
shQwn to pe improv,ed. "
7. COQrdinate sleeve installed with utility work and other trades.
ROOF.,
DRAIN
6' FENCE
.> Chain..link
5.ft lANDSCAPE SETBACK
. . . \ . .
· Code required
x x x x x x x
.- 2-ft VEHICLE OVERHANG
· Cod~; required
>< x x x
x( X X X X ): x x x x )< x x
S. VEGETATIVE.. . \'
IN.Fll TRATION BASliN ROOF
See land$cape plan DRAIN
.~
<.
>
SW VEGt: I ATIVE .
INFilTRATION BASIIN
Se,e land$cape pIar1
15CQMPACT PARKING SPACES
TRANSFORMER
4 x 6 ft,
w/1 0 ~. 16 ft cleararce
u --u
-.- 1IlIIt-
6'1 FENCE
· Chain~link
". - . ....,. . -.... ..
I .
10' VISION CLEARANCE
30.00' WIDE RIGHT-OF-WAY EASEMENT
REEL 2483R. INSTR, NO, 9890568 '
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- "
PROJECT liMIT liNE
PROPERTY liNE
PROPOSED $TRE~T TREaE
· 2"CaUper
· Code required
PROPOSED $TANQARD TREES
· 2" CaUper
PLANT BED
PLANT BED AT RAINGARDEN
POROUS ASPHALT PAVING
DETECTA6Lf; PAVING
ROCK FLOW SPREAD:ER
$TANDARP CONCRETE PAVING
4" Conqrete over 4" crushed rock base
alCYClE PARKING
. .
· 6' x 2:' each
lIGHTe:O 60l-lARq
aee EI~ctrical
POLE MOUNTED LUMINAIRE
$ee EI~ctrical
FENCE
· Chainlink, 6' h~ight
FENC~
· Ornamental Iron
ARI;A ORAIN
INFilTRATION BASIN
WATER CONVEYANCe DITCH
ACCENT STONes
~ENCH
ElUI~DING ENTRY/iSXIT
O' I 0' 20'
-~
40'
-
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NOR.TH
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PROP~RTY ~INE,
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HIGH POINT ELEVATION
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EXISTING CONTOUR
TOP OF CURB EL~VATION
ASPHAL T/BQTTOM OF CURe
I;LEVATION
TOP Of WA~L CONTINUOU$
eOTTQM OF WALL
ELEVATION
WEep HOLE ELf;V ATION
@ WA~L
TC 23_~0
/ AC/BG23.S0
31
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DI!~H E~I? 3~.7~
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PROPOSED CONTOUR
~~
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TW, 4Z.00 cant. 1 \ t' / 37.70, "- DC 3,,7.00' / :.
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II ' ~" C . - ,- """ j " " ,- ,- ,., GUTtBC 35.95 : -,.~,ITT, I-i" ,VM 36.00
. \: I "',. TC 36.45 I - ~~ - , -, 'I'!/ - - - -
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EXISTING
AC"36:00--;E BUILDING
DIV6H^i?f091 N G)
VM 35.50
I. All survey information provided by:
Roberts Surveyjngi Inc
P.O. 6.ox 7155
Eugene OR 97441
T: 541-345~1112
F: 541-345~3464
Contact: Ted Baker
Survey datedl: December 12, 2010
2. Verify ~xact locations and routing of existing ~nd~rground utilitie$ prior to star;ing excavation. Repair
any damage to existing pipes, utilities Qr rel:at~d facUitie$ at Contractort~ expense in ~ manner approved
by Owner's; Representative. .
3. earricade and proteot trunks, limt)s, ro01s and rootzQne$ b~yond Qripp'line of ex,sting trees and plant
materi~ls to r$main as diirected by Landscape Archit~ct. CL,lt no, limbs or roots larger than 2" in diamet~r
without approval of l,.andsQape Architect. Notify ~$nQscape Architect prior to p~rrforming any excavation
within prote,ction areas,
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c;onforrn tQ all OregQn Stat~ Stanqards. fQr park,iog anq acceS$ for' the clisal?tecl. Obtaiin l.and$ci1pe Ar~hit~ct'$
~pprov~t prior to installing ~ny rel~tedworkf
5. Install new ~titities sq that rim elevations are' flush with finish grades. at pavement, lawn ~I!ld plant bed,..
Adj~st rim ele'lation~ of existing utilitiesaccQrdjngly.
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6. Verify ~xistlng elevations wf1ere, new work abu~$ existing to remain~ NQtif}'. Owner's R~presentat.ive of any
qiscrep~ncies priQr tOl any ~ons~r~ction. -
7. Adjust rim eleYation~ of existing utUities$o 1;hat rims are flush with finish g~ade a~ new paving and lawns.
8. el'end aU new ~levati9ns bac:k tOl existing .grade 1;<;> cre~te a uniform slope. Ma~dmum slope 4: I, unless
Qth~rwi$e note.d on plan. .
9. 'onstr~ct smQothtransitions betwee.n ne.w paving improvements and exis~ing pa'lins to remain.
TC 37.001
. Be 36.50'
DITCH START 36.10
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VM 36.30
TC 36.81
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VM 37.00
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FRONT Y ARC PLANTED :SETBACK
5' Minimum WI~th . 11 eo sq ft
- Requir~d T~ees' (2" yaUper) 2
Propos~d Tree~ ' 2
Requir~d SJ1rubs (5gall~:m) -12
10' Vf$ION CLEARANCE
E INFILTRATION
BASIN
see ~ection sheet L3
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STORAGE BUlL
(METAL SIDINC
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'SIDE'YARD PLANTED SETBACK
ReAR Y ARC PLANTaD SETBA(~K
SIDE YAR'[) PLANTED.SETBACK
15,60 ~q ft
3
3
16
5' Mini'mum Width '
Re.quh~ed Tree~ (2". caliper)
Proposed Trees
Required Shrubs (~ gallon)
$' Minim~m Width
Req~ired Trees (~" cijliper)
Proposed Tr~es
Req~ireq Shrubs' (5 gallon)
175Q sq ft.
3
9
18
5' Minimum' Wiqth ' ,
. Required Trees (2" Caliper) .
PrQposed Tree~
Required Shrubs (5'gallon)
11~() sq ft
2
4
11
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B~nlcal'Naml
GROUNDCOVf!RS anc;l VINES
Comn,on N$RlI
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Ar~ostaphyllos uva-ursl
Comus canadensis
Fra~arla ~p.
Ga~ltherl~ procumbeps
Genlsta sp.
Llrlope muscarl'Blg ~lue'
Mallonla repen~
Prunus lalJrocerasus 'Mt. Vernon'
Thymus Rssudolangulnosus
Klnnl~nnlck
Bunc~berry
Wild ~trawberry
Wlnt,rgreen
Broom
Lllyturf
CreepJng Mahonls
Mt. V~mon Laure'
WoolI,y Thyme
ORNAMENTA~GRASSES
Ca~magrostls ~cutlfl9ra strlcta cV. .Feath~r Reed G~S8
Deschampsla cesplto.sa Tufte~ Hair Gras~,
Hakonec~loa maera Hakone G~ss
Molinla arundlnacea 'Wlnd$plel' Tall P~rple Moor Gras~
Panlcum vlrgatt,lm 'H~nse Herms' Red ~wltch Grss,
Pennisetllm alopeeuroldes Fountain Grass
Pennlsett.jm orientale Fountain Grass
Saglna s4bulata Irish ~oss
Seslerla qaerulea Blue Moor Grass
Seslerla ~euflerlana Moor Grass
Bota.nlcal Nama
. .STANDAR~ TREE~
AC8~ c:lrclnatum
AC8f macrophyl\um
AC8r japonlca
AC8r saccharum 'Bonfire'
Am~lanchler g~ndlflora
'Autumn Brlllij!nca'
Ce~ls canaden~ls
Cla~rastls lutes
Charnaecvparls noo~tensjs
IPe"duls'
Charnaecyparls obtusB 'G~clIIs'
Comus 'Eddie's Wh~ Wonder'
Comus kousa
Fraxlnus 8merl~na 'Autumn Pu~le'
Nys~a sylvstlca
Plcaa omorlka
Quercus macro9Brpa
Quercus rubra
Sop~ora J~ponl9B
Stewsrtla pseu~~millia
Thuls plicsta
Tsuga heterophylla
. SHRUBS: Tall, ov.r 3,5'
Berqerls spp.
Comus serlcea
Comus serlcaa 'Flavlramea'
Cornus serlcea 'Isantl'
Corylopsl$ glabrescens
Euol1ymu~ ala~
Euo"ymu~ ala~ 'Compa~'
Fothergilla major 'Mt. Airy'
Holqdlscu$ dlscl)lor
Mahonls aqulfollum
OsmanthU$ del~vayl
Physocarpus CClPltetus
Prunus lal,Jrocerasus 'Zabellana'
PYl'iJcantha cocj:llnea
Rhopodellclron j:lultlvars
Rhopodendron peclduous Azalea
Rlb~s sangulne~m
Vlb4mum tin us
VlbLjmum pllca4lm tomentqsum
\tOT .:5
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~omlt)on Nap'll
I. All survey information provid~d by:
Rpberts Surveying, Inc
P,O. Bo?, 715S
Eugene OR 97441
T; 541-345-1112
,F~ 541-~45-3464
Contact: Ted eaker
Survey dated: December 12, 2010
PROPOSED STREET TREE
· 2" Caliper
· Code requir~d
· Total Count:..1
PERENNIALS and BU'-BS
Acanthus'splnosus
Asarum ~nadf;mse
AstEilrfrlkartll'Monch'
Camassl~ lelchtllnll
Cro~smlJi
Croous-Jumbo
DlcEmtra ~pectabllls
Echlnaoe~ purpurea
Fothergllla garclenll
Genista pllosa
Hell!:tboru$ orlentalis
Hemerocallls hybrid
Hosta cultlvars
Lav~ndula sp.
Llg~larla denteta 'De~dem(ma'
Na~lssus"Klng A1fred'type
NaF91ssus 'Tete a Tete.
Per9vs~la atrlpllcifollEl
Rudbeckla fulglda 'Gc;lIdsturm'
Sedum'Autumn Joy'
'Spiny' Bearis Bre~ch
Wild (alnger
Frikart's Aster
Cam~s Lily
Mon~retla
Jumbo Croous
Bleeding H$art
Purpl, Coneflow~r
Dwarf ForttJerglll~
Silky Woadwaxer
Lenten Rose
Dayllly
Hoste
Lavender
Blgle~f Llg~larla
KIng Alfred Daffo~1I
Tete a TetEt Dwarf Daffodil
Russl~n Sage
Black~Eyed Susan
AUWl}'ln Joy Sed~m
SEDG~S and RUSHEt$,
Ca",x sp: -Sedge
Jun(:us sp. Rush
Sclrpus r\1lcroCl;lrpus Small Frult~d Bulrush
STREET TREE;S (und.r pQwer IIn.s)
Amelanohler gl'$ndlflQF8
'Autumn Brilliance'
Acer grl~um
Comus '~ddle's Whl~ Wonder'
Fraxinus oxycal'Pa allreafolla
'Golden Desert'
Small tre~
· m in 1-1/2
c:aliper @ 6-
" .
Autul}'ln Brlllian~. Serviceberry
Paperbark Maple
Eddie's White W~_nder Dogwpod
Gold~n De~ert ~h
Shrub "\
· 1 gal or equa'
Top soil
-.-.-
PROJECT LIMIT LINE
PROPEI\TY LINE
Vine Maple
~Igleaf Mapl~
~apaness M~ple
~onflre Sugar Maple
Autumn BrlllJance Serv~~berry
~edbl,ld
Yellowwooq
Weeping Ai!:lskan Cedilr
pwarf Hlnoke Cypress
fSddle's Whl~e Wcmder pogwQOd
f(ousa Dogwood
Autumn Purple White Ash
~'ack Tupelo
eerblan Spruce
f3urr Oak
~orthem R~ Oak
Japanese ~agod~ Tr~
~apallese $tewartia
West~m R~d Cedar
West~m H~mlock
2, Verify ex~ct locations and routing of
existing underground utilities prior to
starting excavation. R~pair qny damage
to ~xisting pipe$, utilities or related '
facilities at Contractor's expense in a
manner approv~d by Owner's
Representative.
PROPOSED STANDARD TREES
· Total Count: 52
+
~0
~
3~ Barricade' and protect trunks, limbs, roots
and root zones beyonq drip-line of
existing trees, and plant materials to
remai n as directed by ~andscape
Arch itect~ Cut no limbs or roots larger
than 2" in diameter without approval of
Landscape Arch~tect. Notify Landscape
Architect prior to performing any
excavation within protection areas.
P~NT t3ED
f3arberry
~ed-osler Qogwood
Yellowtwlg pogW()od
Isantl Redtwlg Dogwo~
Fragrent WlnterhfiiZel
Wlng~ Euc;)nymijS
pwarf Winged Euonym\,ls
!'vit. Airy Fot/1ergllla
Oceanspray
Oregon G~pe
pelavay Osmanthu8
paclflQ Ninebark
~bel Lau~1
pyracantha
~hodQdendrons
peclduous AzaI9$
~ed Currant
~auru$t1nus
poubleflle Vlbum\Jm
^ ^ ~ ^ 'A ^ ^ ;
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P~NT t3ED AT INFU..TRATION
BASIN
~
51 LANOSCAP~ SETBACK AREA
· Code requir~d
4! All accessible components including, but
not limited to signs, ramps, tactile
warning, markings, etc. shall conform to
all pregon State Standards fQr parking
and access for the disabled. Obtain
Landscape Architect's approval priQr to
installing any related work.
~~ GAT O.'J CO\JC=~T
A 'J ) OUT - 'J ,= S :) =C, : CAT 0 \jS
5~ Do not install any plant mat~rials until
Landscape Arch itect has reviewed ~nd
approved irrigation sy~tem installation,
area coverage balancing, soil preparation
an~ finish grading. Refine the shape and
finish grade of plant beds as direct~d by
Landscape Arch itect. '
Design Concept:
The irrigation system Is to be design~d and Qonstructed to be as efflcl~nt In
terms of water usage as pos.slble. It 'will use water-cQnserving low gallon
pop-up spray head$. All plapts and planted areas ar~ to receive Irrlgatl;on.
G.neral D,scrlptIQn:
The Irrigation system is to be a fully Iilutomatlc underground system. Sackflow
pr.vention device Will be InE$talled In a mann.r which 'meets or exceed, all
applicable QOdes. A permanent system with 1 00% h~ad to he.ad coverage
m~st be im~talled at all tree, shrub an~ groundcover plantlngs.
PrQducts:
Main and Lateral Lines:
Cl~ss 200 PVC pip~ Is to b~ used throughoul the project at si~es appr9prlate
to rnlnimiz~ pressure loss d~e to friction and to main~ln veloc.lties of water
flows at re~ommen(:ied levels.
Heads:
AU sprinkler heads f3re to b~ plastic "pop_up" heads. Spray sprinklers ~re to
be used at all new planted ~rea$. Install spr~y heads 3" from $djacent
pavement ~nd planting edg~s; 61t from pavement and planting edges In
parking are.as If loc~ted at p~rking stripe (24" if located within bumper
Overhang area) unl~ss directed otherwise by Landsc~pe Architect. Adjust
rac;lius on sprayheads as nepessary to minimize Qver.pray while achieVing full
and even coverage of planted areas~ '
Valves: . ,
All. control valveS are to be plastic, heavy-duW autom~tie glob$ style V$ilves
equipped with man",al open and clo$e controls. Isolation valves and thrust
blqcks are to be installed as deemeq appropriate in the mainline supply
system. LQcate manual drain valve$ at all mlillnline low points .
IrrJgatlon Plan:
SHRUBS ~nd FERNS: LoW, under 3.5'
. ,
Blechnum splcant
Bux~s sp
Comus serlcea IKels~yl'
Dryopterl$ erythroso~
Euo!'lymu$ japofllca 'MiClroRhylla'
Fot~ergllla gard$nll
Lonlcera plleata
Mahonla acqulf911um ICompacta'
Mahonla nervos,a
Mahonla repenfJ
Poty$t1ch~m munltum
Prunus lat,lrocerasus IMt V~mon'
Rhopodendron j:lultlvars
SarcoCOCQ8 rusplfolla
Vacplnlum ovat!Jm
VlbLjrnum davldll
Vlb4mum opulus 'Nanum'
......
.....
peer Fern
~oxwood
f<elsey Dogwood
Autumn Fern
J30xleaf Euqnymus
pwarf Foth~rgllla
lioneysuckle Privet
Oompact Oregon Grap~
~onglEilaf Mahonla
Creeping Mahonijl
~worcffem
rvtt. Vernon Laurel
~hodQdendrons
$arcococQa
fSvergreen Huckleberry
pavld Viburnum
pwarf European Cranbf3rry Bush
6~ Protect all existing trees and plant
materialsto remain including limbs,
truflks~ ropts and root zones.-
7 ~ Plant li:st is exhaustive and reflects
potential species to be used. Permit Set
will include a refined plant list and
comply with th~ Sprin'gfield
Development Code wnerever applicable.
/
Basin bottom plants
· 1 gal
Groundcovers
· 1 g~1 or eq'Jal
Larg4! shrt.tb
· 3 gal or ~qual
( , Shrub
· I gal or eq~al
r Mulch
De,lgn Concept:
Tht;) site Is located along Franklin Bo",levard In Glenw()od. The planting deSign
will'include urban street side 'plantings and blJildlng fo~ndation plantlng~
including a landscaped raingarden stormwatt;)r treatment facilities at th,
northwest. northeast, and so'uthwest corners pf the site, as well as one
centrally loqated in the southern parking area.
Planted Setbacks end Sc",enlng:
A 5,..ft minimum planted setb~ck is required, Landscape design quantiti~s,
slz~s and plant types are sh()wn on sheet L3,
A proposed loading and service utility yard will need to be screened according
to (fode and will be ~one so ~y use of a 6"ft tall wall.
Street Trees:
There are no existing street ~rees loclilted along side Franklin at this prQperty,
which is largely due to lackQf space between property line and, existing
curbside sidewalks. East of the propQsed entry, some ROW landscape area
exi~ts and will have two stre~t trees provided (at 30' iotervals,or less).
Trtte Plantlngs:
All trees required by Sprl.ngfleld Development code will be mlnJmum 2" caliper
at tne time 9f planting.
StQrmwater Treatment Facility plantlngs:
Raingardenfacllity will be used for treatment of stormwater, PI~ntlngs Will
con'form to landscape standards set forth In the City Of Springfield
EnqJnst;1ring Design Standards and Procedun,s manual
Materl,,1 Qt,Jallttes end Spe~lflcatlons:
Plants and trees will be selected from the Plant List and as shQwn on drawing
and will include deciduous street trees, deciduous accent trees, deciduous and
ev~rgreen shruQs, grass'es. ~nd perennials. Native species as well as
nonnative speCies that whlcl') are adapted to site Qrowing Qonqltions will be
used.
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Width varies
....
Width varie$
.....
INFI ~TRAT ON3ASIN PLANTING SECT ON
No scale
NOTES
The facility area i~ equiv~lent tQ the t9tal ar~a of the basin, includin8 bottom and side sIQpe$,as d~velop~d in the
sizing calculations, plus a I O,.foQt buff~r around the basin. Minimum plant mat~rial quantities are as follows:
INFILTRATION FACILITY SIDE SLOPES
· Ever~re~n or deciduous tree:
( I) evergr~en tree: Per/300 sq ft of area. Minimum height: 6 fe~t. OR
( I) Deciduous tr~e: Per/300 sq ft of ~rea. Minimum caliper: I ~ inches at 6 inches ~bove base.
· Shrubs and ground-covers:
(4)~arge s~rubs: Per/lQO sq ft of area. Siz~: 3 gall~n or ~quivalent. Spacing:~' on ~enter. AND
(6) Medium - small shrups: Peril 00 sq ft of ;;\re~.Slze; I gallon Qr equal. $ )a~lng: 2 'on center. AND
(70) Groundcover: Per 10Q sq ft of area, Size: I gallon or equal. Spacing: I 9n ~en~er.
INFILTRATION FACILITY BOTTOM '
, (liS) Herbac~ou$ plant$: Peril 00 sq ft of area. S!~e: I gallon. Spac:!ng; I: on center, OR
(I 00) Herbac~ou$ plant$: Peril 00 sq ft of area. SI~e: I gallon. SpaCing; I on center, AND
(4) Small shrubs: Peril 00 sq ft of area. Size I gallon. SpacinS: 3' on center.
Planting Plan:
A complete Planting Plan. rel.ated details, anq technic~l specifications will be
prepared by CamerQn McCarthy Landscape Architect~re & PI~nnll1g and
su~mitted te;> the City of $prh1gfield Development $ervlces Divl~lon for review
prlqr to ins~lIatlon. '
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GE,\j :RAL \JOT:S
1. SURVEY PROVIDED BY ROBERTS SURVEYING, INC., DAIt.u DECEMBER 22, 2010. ELEVATIONS ARE BASED
ON CITY OF SPRINGFIELD BENCHMARK DATUM STATION NO. COS610 A 1)2" BRASS CAP SET IN THE
NORTHEAST CORNER OF A CONCRETE SLAB CONTAINING A STREET LIGHTING BOX LOCATED AT THE
NORTHWEST CORNER OF 14TH AND HENDERSON AVE. ELEVATION = 437.52'.
2. SURVEY MA Y NOT BE COMPLETE OR ACCURATE. CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS
PRIOR TO CONSTRUCTION. CONTRACTOR SHAll BRING ANY DISCREPANCIES TO THE A I I a:NTlON OF THE
ENGINEER PRIOR TO BEGINNING CONSTRUCTION.
3. CONTRACTOR TO REFERENCE SOILS REPORT BY FEI DATED JANUARY 17, 2011 FOR THE SITE SOILS
CONDITIONS.
4. All CONSTRUCTION AND MATERIALS SHAll CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS
AND THE APPLICABLE REQUIREMENTS OF THE REQUIREMENTS OF THE CITY OF SPRINGAELD.
5. THE COMPLETED INSTALlATION SHAll CONFORM TO All APPUCABLE FEDERAL, STATE, AND LOCAL
CODES. ORDINANCES AND REGULATIONS. All PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE
GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE
CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION.
6. AIIt.NTlON: OREGON LAW REQUIRES YOU TO FOllOW RULES ADOPIt.u BY THE OREGON UTILITY
NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR
952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CAWNG THE CENTER. (NOTE: THE
TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CEN It.K IS (503) 232-1987). EXCAVATORS
MUST NOTIFY All PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT I
AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO
COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED.
7. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY
AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHAll VERIFY ElEVATIONS,
PIPE SIZE, AND MA I t.tdAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH
CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE A I I t.NTlON OF KPFF CONSULTING
ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT
CONFUCTS.
8. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAI-t.' <( OF THE CONTRACTOR OR HIS CREW.
All O.S.H.A. REGULATIONS SHAll BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK.
9. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR
SHALL ADHERE TO CITY OF SPRINGFIELD AND DEQ REQUIREMENTS FOR MINIMUM EROSION CONTROL
MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR
ANTlCIP A TED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC F ACIUTlES SHALL BE UPGRADED
AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN
WATER DO NOT LEAVE THE SITE.
10. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE
OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED.
11. TRAFFIC CONTROL SHAll BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR
SHAll PROVIDE A TRAffiC CONTROL PLAN TO CITY OF SPRINGFIELD FOR REVIEW AND APPROVAL PRIOR
TO COMMENCING CON~ I KUCTlON.
12. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO ADJACENT PROPERTIES AT ALL TIMES DURING
CONSTRUCTION.
13.' THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDUUNG All WORK WITH THE
OWNER.
u-
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10l-aov.c
UTILITIES
1. ADJUST All INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS,
FRAMES AND COVERS, ETC. TO FINISHED GRADE.
2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER,
GAS, TV, lELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN
UTlUTlES (STORM DRAIN, SANITARY SEWER, ETC.) .IF CONFLICT OCCURS.
3. CONTRACTOR SHAll COORDINATE WITH PRIVATE UTILITY COMPANIES FOR .THE
INSTALlATION OF GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE.
4. BEFORE BACKFlWNG ANY SUBGRADE UTlUTY IMPROVEMENTS CONTRACTOR SHALL
SURVEY AND RECORD MEASUREMENTS OF EXACT LoeA TlON AND DEPTH AND SUBMIT TO
ENGINEER AND OWNER.
STORM AND SANITARY
1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHAll CONFORM TO THE
2002 OREGON STANDARD SPECIACATlONS FOR CONSTRUCTION, SECTION 00490, "WORK
ON EXISTING SEWERS AND ~ I t<U CTU RES" .
2. BEGIN LAYING STORM DRAIN AND SANITARY. SEWER PIPE AT THE LOW POINT OF THE
SY~ 'a:M, TRUE TO GRADE AND AUGNMENT INDICA I t.1J WITH UNBROKEN CONTINUITY OF
INVERT. THE CONTRACTOR SHAll ESTABLISH UNE AND GRADE FOR THE STORM AND
SANITARY SEWER PIPE USING A LASER.
3. ACTUAL LINES AND GRADES SHAll BE STAKED BY A QUALIFIED SURVEYOR, BASED ON
COORDINATES, DIMENSIONS AND BEARINGS INDICA I t.o ON THE PLANS. CONTRACTOR
SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF OREGON. -
4. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHAll HAVE A MINIMUM SLOPE OF 2
PERCENT UNLESS NOTED OTHERWISE IN THE PLANS.
WA TER.
1. ALL WATER AND' FIRE PROTECTION PIPE SHAll HAVE A MINIMUM 36-INCH COVER TO
THE ANISH GRADE.
2. ALL WA TER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH
THRUST BLOCKS PER DETAIL
3. All WAitt< MAIN I SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON
STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333.
EARTHWORKS
1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM. ENTERING
THE STORM DRAINAGE SYSTEM.
2. TRENCH BEDDING AND BACKALL SHALL BE AS SHOWN ON THE PIPE BEDDING AND
BACKALL DETAIL, THE PROJECT SPEClmCA TlONS. AND AS REQUIRED IN THE SOILS
REPORT. FLOODING OR JETTING THE. BACKALLED TRENCHES WITH WATER WILL NOT BE
PERMIIIt.D..
S :PARA-" ON S.."A TEMEN-..
ALLWAtt.K MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT,
CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM
CLEARANCE BETWEEN OUTSIDE DIAMt.It.RS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT
FROM CROSSING. HORIZONTAL SEPARATlOt-JBETWEEN WATER MAINS AND SANITARY SEWERS
IN PARALlEL INSTALlATIONS SHAll BE 1 0'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR
ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE
IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER
MAIN SHAll BE LAID ON A SEPARATE SHELF IN THE TRENCH 18". INCHES ABOVE THE
SEWER.
PROPOSED
GB
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ABBREVIA liONS
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UTILITY EASEMENT
PROPERTY LlNE/RIGHT-OF-WAY
CONTOUR
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PUBLIC UTILITY EASEMENT
POLYVINYL CHLORIDE
PAVEMENT
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UNDERGROUND
UNDERGROUND ELECTRIC
WATER
WITH
WHEEL CHAIR RAMP
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WATER VALVE
7 of ID p~(e;)
NOTES:
1. CONTRACTOR TO POTHOLE PRIOR TO CONSTRUCTION. 'REPORT EXIST. PIPE SIZE
AND INVERT I='II='.V A TlON TO ENGINEER.
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STRUCTURE NORTHING EASTlNG
SO AO-1 5016.11 5002.39
SO OUTFALL-1 5114.43 4914.54
SO OUTF ALL- 2 4933.49 5014.54
SO RO-1 5091.97 4917.65
SO RO-2 5008.49 4987.83
5S AD 4967.82 4897.73
S5 COTG-1 5143.36 4884.53
SS COTG-2 5159.38 4884.41
5S COTG-3 4967.75 4879.46
W 2" WM 4855.59 . 4891.20
W STUB-1 5016.80 4891.66
W STUB- 2 5018.78 4891.38
W 18-1 4852.48 4891.22
W 18-2 4852.47 .4889.22
W 18-3 5018.31 4887.99.
W 18-4 5016.57 4890.00
W VAULT 5010.73 4888.04
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