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TENTATIVE
LAND DIVISION PLAN
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DATE
: DESIGNED BY
DRAWN BY
CHECKED BY
PROJECT NO.
- SHEET NO.
60
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NARRA TIVE:
THE PURPOSE OF THE PROPOSED SUBDIVISION IS TO
CREATE 10 LOTS FOR CONSTRUCTION OF TEN SINGLE
FAMILY HOUSES.
THERE ARE ONE SINGLE FAMILY HOUSE AND TWO
OUTBUILDINGS CURRENTLY LOCATED ON SITE.
ASSESSOR'S MAP 17-03-24-34 TAX LOT 1100.
AREA - 1. 79 ACRES.
ZONING - LOW DENSITY RESIDENTIAL.
SOLAR ACCESS STANDARDS:
LOTS 1, 2, 3, 4, 9 AND 10 COMPLY WITH CITY OF
SPRINGFIELD SOLAR ACCESS STANDARDS, SECTION 35.010
(3)(b)(1). BECAUSE ACCESS IS NOT PERMITTED ON HAYDEN
BRIDGE ROAD, SDC 35.010(3)( d)(1)( a) APPLIES TO LOTS 5,
6, 7, AND 8.
PUBLIC IMPROVEMENTS:
ALL PUBLIC IMPROVEMENTS ARE PROPOSED TO BE
INSTALLED PRIVA TEL Y.
TREES:
ALL TREES THAT INTERFERE WITH PUBLIC RIGHT-OF-WAY
OR PUBLIC AND PRIVATE EASEMENT USE WILL BE MOVED TO
NEW LOCATIONS THAT FILL GAPS IN EXISTING STREET
PLANTINGS.
Project Information
-
) anning Case #/~/
Ac cress: '888 - a yden 3ridge ~oad
Assessor's Via) ane -ax _o'~ \umJers: '7-03-2i.-3i. - 1'00
Zonine: _)~
Owner: Henry Blair and Bea Blair
A)') icant: Henry Blair and Bea B11lir
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Civi :ngineer: W:. 3:: .~:: _ _ a--
Surveyor: MARVIN S. KRUSH
Genera Con'~ractor:
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.. Civil Englneenng' Mun IClpa I Engmeenng' Land Planmng
DOUG WEBER iiiiI . P.O. Box 10145
04-23 . Eugene, Oregon 97440
1 of 7. Phone: 541-461-9779
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OWNER/ APPLICANT:
HENRY BLAIR
2660 CITY VIEW STREET
EUGENE, OR 97405
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1. ALL EXISTING STRUCTURES WILL BE REMOVED. NO NEW
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2. SOIL TYPE: 76-MALABON-URBAN LAND COMPLEX. WATER
TABLE 6 FEET OR MORE DEEP. PER SOIL SURVEY OF LANE
COUNTY AREA, OREGON.
3. SITE IS NOT WITHIN 100-YEAR FLOODPLAIN PER FEMA
FLOOD INSURANCE RATE MAP PANEL 1153 OF 2975, MAP
41039C1153 F, JUNE 2, 1999.
4. DRINKING WATER PROTECTION OVERLAY DISTRICTS: SITE
IS WITHIN THE 10 AND 20 YEAR TIME OF TRAVEL ZONES
FOR ~ MAlA WELLHEADS. THERE ARE NO
RESTRICTIONS FOR SINGLE FAMILY DETACHED DEVELOPMENT.
EXTG SAN MH
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EXTG TRAFFIC ~--- ~. ' FL 454.10
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SHEET NO.
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GARY REED ~~~~. :.~G ~ :.:.~S, .c.
DOUG WEBER ., Civil Engineering' Municipal Engineering' Land Planning v
. iiiiiiiI P.O. Box 10145 E
04-23 Eugene, Oregon 97440 . g
2 of 7. Phone: 541 -461 -9779 . Q)
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GARY REED !f!!!!If ~ \j G \j ~ ~ ~ S , ~ . C . . ~ :
GARY REED ~~..., Civil Engineering' Municipal Engineering' Land Planning ;;:.
DOUG WEBER ~ P.o. Box 10145 Q)
04-23 .... Eugene, Oregon 97440 g
3 of 7 , ,', Phone: 541-461-9779 :
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CO\s-~~ C- 0\ \ 0-- S:
@ CO\S-~jCT 20' )~ V::WAY )::~ )::-A - CD
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NOTES:
ROOF DRAIN FOR LOT 1 TO DRAIN TO 19th STREET THROUGH CURB
WEEP HOLES.
ROOF DRAINS FOR LOTS 2 & 3 TO CONNECT TO PRIVATE STORM
DRAIN PIPE IN DRIVEWAY.
ROOF DRAINS IN KING HENRY'S COURT TO DRAIN TO STREET
THROUGH CURB WEEP HOLES.
ESTIMATED NET EXCAVATION QUANTITY IS 1571 CUBIC YARDS.
LEGEND:
.......
ORIGINAL DRAINAGE PATTERN
PROPOSED DRAINAGE PATTERN
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Te 457.00
EXTG SAN MH
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FL 450.40
= DATE
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DRAWN BY
CHECKED BY
~ PROJECT NO.
SHEET NO.
ORIGINAL GROUND ELEVATION
FG 457.30
TOP OF CURB ELEVATION
FINISH GRADE ELEVATION
FLOW LINE ELEVATION
FL 457.40
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4S G.
EXPIRES 30JUN2006
MAY 2005 W .-: 3 :: .~ ~ _ _ 0--
~~~~ ~~~~ ~~~ :: \lG \j:: ::~S, :> .c. .
JIll Civil Engineering. Mu~icipal Engineering' Land Planning
DOUG WEBER iiiiiiiI P.O. Box 10145 v
04-23 Eugene, Oregon 97440 g :
4 of 7 ,Phone: 541-461-9779 . c
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<'+JG- ~NRyJS COU~T
HYDROLOGY
PLAN
DATE
DESIGNED BY
DRAWN BY
'CHECKED BY
'PROJECT NO.
SHEET NO.
30 0 30
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GARY REED - - - ~ _ - - - :) 8J (
GARY REED ~~~~ : \lG \I:: ~S, .c. ~~
DOUG WEBER l1li Civil Engineering. Municipal Engineering. Land Planning .. c
iiiiiiI P.O. Box 10145 E ~
04-23 Eugene, Oregon 97440 g .
5 of 7 Phone: 541 -461 -9779 Q) _
ii:c
""I' _I
DRIVEWAY AND ALLEY APRONS
DRIVEWAY/ALLEY \;
ADJUSTMENT
FOR 5'
NOTES:
1) MINIMUM DRIVEWAY CURB CUT WIDTH IS 12 FEET, MAXIMUM WIDTH IS 24 FEET
RESIDENTIAL AREAS, 35 FEET COMMERCIAL AREAS.
2) ALL CONCRETE SHALL BE 6" INCH MINIMUM THICKNESS OF SIX SACK MIX 3.000 psi.
FIELD STRENGTH WITH 2" min. COMPACTED 3/4"-0 CRUSHED ROCK UNDER ALL CONCRETE.
3) ADD CONSTRUCTION JOINT IN CENTER OF APRON AND CURB & GUTTER WHEN APRON WIDTH
EXCEEDS 20 FT.
4) ALL SLOPES ARE RELATIVE TO HORIZONTAL
5) IF THE APRON WILL ALSO SERVE AS A SIDEWALK ACCESS .RAMP IN PLACE OF A STANDARD
RAMP, THE APRON SLOPE FROM THE GUTTER TO THE SIDEWALK SHALL BE 12: 1 OR LESS
AND NO LIP.
D E"j 'ill L
36" x 36" )( 6"
CONCRETE PAD ~
(OPTIONAl)~MIN
SIDEWALK ~ ..G,.. BREAKAWAY FLANGE
VALVE BOX @
WRAP HYDRANT BARREL
6" GATE VALVE WITH 10 MIL PLASTIC
Vi MECHANICA.L J.OINT.. \ f!>..:. / ~ ~ I PRIOR TO POUR
TO FLANGE d/ L" "
j '.. ',.. -..' . . ' v '. . '9' #' -0 "~"I- 2 -8 ABOVE
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MECHANICAL JOINT il :. :' '.
RETAINER GLAND . '.. '..~..
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MECHANICAL JOINT )( =.;:;mm~.h~III;;i;Il- - - --
FLANGE HYDRANT TEE '-'-
CONCRETE THRUST BLOCK
CONCRETE THRUST BLOCK
- MIN 1/3 CUBIC YARD DRAIN
ROCK TO 6" ABOVE DRAIN HOLE
- SOUD PRECAST BASE BLOCK
NOTES
1. WHEN PIPE IS SHORTER THAN 18tt NO JOINTS ALLOWED. USE MECHANICAL JOINT RETAINER GLANDS. TWO 3/4-
GALVANIZED nE RODS MAY BE USED IN UEU OF THRUST BLOCKS FOR INSTALLAnONS LESS THAN 18' LONG. l1E
RODS SHALL BE COATED WITH TWO COATS OF BlTUMASl1C.
2. WHEN PIPE IS LONGER lHAN 18', RETAINER GLANDS NOT REQUIRED.
3. THERE SHALL BE A MINIMUM OF 18" HORIZONTAL CLEARANCE AROUND HYDRANT.
4. WHEN PLACED ADJACENT TO CURB, HYDRANT PORT SHALl BE 24" FROM FACE OF CURB.
5. CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED AS PER lHRUST BLOCK STANDARD DRAWlNG. DO NOT BLOCK
DRAIN HOLES.
6. EXTENSIONS REQUIRED FOR HYDRANT SYSTEMS SHALL BE INSTALLED TO THE MANUFACTURER'S SPECIFlCA110NS.
7. FIRE HYDRANTS SHALL BE PLACED TO PROVIDE A MINIMUM OF 5' CLEARANCE FROM DRIVEWAYS. POLES, AND OTHER
OBSTRUCnONS.
8. HYDRANT PUMPER pmT SHALl FACE DIRECnON OF ACCESS.
A OWA S.-A\j,)A~) )~A W'.JG ~o. 402.
:- R:: HYJ ~A\J- \JS- A__A - O~".
DE' 1 'AIL (J).
SAND
COLLECTO R
BASIN
Oil & Grease Filtration System With
PATENT PENDING
53"
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V-GRE~ '~
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Pouches
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STATE APPROVED
SLOPE:
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"
. 12: 1 (8%)
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GREASE TRAP
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Silt and Debris
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1. Bike proof, heavy duty traffic grate
Supports AASHTO H25 loading
TM
2. Flo-Gard Plus Filter Insert
(Model FGP-24F)
With High Flow Bypass
3. Solid Diamond Plate Lid
(S)
GIBSON STEEL BASINS
~
~
DB'1'AIL CD
~ DATE
DESIGNED BY
DRAWN BY
CHECKED BY
c PROJECT NO.
~ SHEET NO.
< \JG ~~\JRY'S COU~-r
ENGINEERING DETAILS
.....
4. Box fabricated from
10 GA. Material
247 WASHINGTON ST.
EUGENE, OR 97401
(541) 687-8672
(Fax 541) 687-0033
REV: 12/16/02
MODEL # SCBF1 Q-48HB"':'16 J
STANDARD CAST IRON
--<.~ NANHOlE COXVE.RGROUT JOINT
AND FRAME AS NECESSARY
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('3BARSTOEXTEND~ -~
1alt INTO GUTTER BAR
2 EACH
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PRECAST UPPER SECTION
WITH LID
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1/2" X 8"
"JfI BOLTS
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o ALL CONCRETE SHALL BE MIN. 3500 PSI
COMPRESSIVE STRENGTH AT 28 DAYS
o UPPER SECTION TO BE (2) 2 1/2A STORM
INLET BY ROGER lANGUERS CONCRETE
COMPANY OR EQUAL
o ALL COMPONENTS SHALL WITHSTAND
MINIMUM AASHTO HS- 20 LOADING
BACK OF CURB
FACE OF CURB
GUTTER BAR
3 l/t' x 3 1/2" X3/a"
ANdlE NOSING
FRAME
SLOPE 1/4" PER FOOT ,
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6" 30" 6" 6" 30" 6"
- --
42" 4~"
2 1/2A 2 1/2A
'\,
~
~ REVISIO~ DATE .~ A.PPR, CITY OF SPRINGFIELD
DEPT. OF PUBLIC WORKS
225 JI]I'Jn STREET
SPRINGF1ELD, OR, 97477
"
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CURB INLET CATCH BASIN .
MODIFIED TYPE 2 1/2A
STANDARD
DRAWlNG
4-21
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MAY 2005.
GARY REED
GARY REED
DOUG WEBER
04-23
6 of 7,
WE Civil
I 11\ I I
W:. 3:.~ :. _ _ 0--:-
~ ~ G ~:::. ~ s , :> . C .
Engineering 0 Municipal Engineering 0 Land
P.O. Box 10145
Eugene, Oregon 97440
Phone: 541-461-9779
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FILE: A.DWG
"'
,
,
ENCASEMENT MAY BE POURED
TO FULL TRENCH WIDTH
...... 1 1/4th Be ......
Bc+S" MIN.
EXPANSION JOINTS SHAll
BE PlACED EVERY 30 FEET
IN NON-EXTRUDED CONCRETE
CURB AND GUITER <
"'
I
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/ TYPICAl.
." .' ..( IAIUD HOLE FOR 1-
; , ., '~____ j',JA. WEEl' P.E ~.-
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.f.. ..... ..' ... J .' . .. " ~.4 .
~'.:--- :~: :~. :: /;. .;~ . <'..:: .....: . t..,: ~~.
,CURBS: 3500f fIELD STRENGTH
, 6.3 SACK MIX
1-
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-
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PIPE ZONE
SEE CHART
BELOW
~ffi
, J!!t:;
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.......8::
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24"
SECTION
STANDARD CONCRETE
. CURe AND GUTTER
SEE STD. OWG.
NO. 3-8
3/4-
CONTRAtTlON JOINT
(SCORE JOINT)
CONCRETE STRENGTH
FIELD STRENGTH LAB STRENGTH
3500 pst 4025 PSI
300Q PSI 3450 PSI
CLASS "A"
LOAD FACTOR 3.0
CONTRACTION JOINT
PIPE ZONE MATERIAL
SHALL BE:
::E
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2
QZ
.c-
~2
~.q-
..... 4" MINIMUM
REINFORCING
STEEL BAR
2" ABOVE PIPE
2500 PSI CONCRETE
WEEP HOlES SHAU. BE PlACED AT 75'
ON CENTER UNLESS SPEClnrn
SANtT ARY SEWER
TIGHT JOINT PIPE
PLASTIC PIPE
PEA ROCK
BLEND
SAND
CRUSHED ROCK
,
./
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'<:';,L\,~~:;~~~:'.k:'.~~.~~~.~::~..;~/:':-::~. . ~':'
CONStRUCT 1" BAnER
ON CURB FACE WITH FORMS
..
AU. CURB RETURNS MUST
~~~~Wk~~~N~S).
NO. 3-10
CONCRETE SURFACE SHAl.1 HAVE A
HEAVY BROOM rllIlSH
STORM SEWER
OPEN JOINTED PIPE
PERFORATED PIPE
ROUND ROCK
( PEA ROCK )
3/8" MIN. DIAMETER
3/4" MAX. DIAMETER
,
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CONTROllED DENSITY FIll (CDF)
REQUIRED IF TRENCH IS LATERAL TO
OR IN THE TRAVEL LANE
"
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LOAD FACTORS
REINFORCED P = 1.00% - 4.8
REINFORCED P = 0.40% - 3.4
PLAIN 2.8
CLASS "8"
TO BE USED UNLESS
OTHERWISE SPECIFIED
ON CURB RETURNS
,
,
00 00 '0 0 v 0
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n ()~() () 000,
o 0 0 0~""" >.. ':..0 0 0 o~
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SEE CHART
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,
NO Rf:VlSIIN IlATE IlY AI>PR.
'"
BTANDARD
DRAWING
CITY OF SPRINGFIELD
DEPT. OF PUBIJC WORKS
OUTSIDE DIAMETER Of PIPE
NOMINAL PIPE SIZE
fiLL BELOW PIPE (SEE TABLE)
AREA OF TRANSVERSE STEEL IN THE CRADLE
OR ARCH EXPRESSED AS A PERCENTAGE OF AREA
or CONCRETE AT INVERT OR CROWN.
TABLE OF Fill DEPTH
BElOW PIPE
o
Bc-
D -
a -
p -
STANDARD CONCRETE
CURB AND GUTTER
3-5 .
o
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22S F1F1H .W1:ll,td
SPRINGFIELD, OR. W'4'l"1
,
,
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a
MINIMUM
CLASS "c"
3/4"- 0" CRUSHED ROCK
o - 27" 3"
30" - 60" 4"
66" + 6"
DATE ~~ CITY OF SPRINGFIELD
DEPT. OF PUBLIC WORKS
. .."
"
STANDARD
DRAWlNG
TYPICAL
PIPE ZONE AND PIPE BEDDING
225 .fo1l' ni STREET
SPRINGfiELD. OR. 97477
4-17
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D~'1~lIL(f)
BIKE PROOF
CATCH BASIN fi
GRATE 'f
MIN. SLOPE \ '.---. . ~
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':.~' r;~ :i'~ " "UNDISTURBED FIRM
MINIMUM 12" THICK t.. ~} :: CATCH BASIN NATIVE SOIL
. . .: SEE STD. DWG.
1 1/2"- 0" CRUSHED ROCK .:::..... J. ...:':; AS SPECIFIED
'I' "'"
DRIVEWAY PAVING- ASPHALT CONCRETE
PARKING LOT PAVING
SIMILAR
2" THICK CLASS 'B' ASPHALT CONCRETE
IN TWO LIFTS AS SPECIFIED
D B"j '11 I L
DB'l'AIL(J)
< c '\JG
:: \J~Y'S cou~-
DATE
. DESIGNED BY
DRAWN BY
cCHECKED BY
PROJECT NO.
. SHEET NO.
ENGINEERING DETAILS
"
CLEANOUT COVERS: CLEANOUT LIDS TO READ "SEWER" OR "STORM" AS APPLICABLE.
1. NON-TRAFFIC AREAS:
4" CO. DFW PLASTICS MODEL 0-109 OR EQUAL (6-V2 MIN. CLEAR OPENING).
6" CO, DFW PLASTICS MODEL 0-1100 OR EQUAL (10 MIN. CLEAR OPENING).
2. TRAFFIC AREAS, INCLUDING DRIVEWAYS:
8" X 4" CAST IRON FRAME & COVERt OLYMPIC M1007 OR EQUAL.
CLEANOUT BOX & COVERt e P U E
SEE ABOVE \ 6" TYP 8' TYPICAL · · ·
~~l ~~ L': ~
PROTECT LAWNS & GARDENS t ' \
AT ALL TIMES. ~
PLACE EXCAVATED MATERIALS r
ON PLYWOOD
ADAPTOR ~ ~
~ THREADED PLU
it. WITH SQUARE UT
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NOTES: #T~~~ WYE OR EQUAL
1. ;~~A~~~R~~iE~SS~~~R~i ~~~E~ SIZE DB' '1 ~l I L CD
2. PROVIDE CASTING FOR CLEANOUTS LOCATED .
IN DRIVEWAYS.
3. CLEANOUT PIPE SHALL BE LEFT A MINIMUM OF
18tJ ABOVE EXISTING GRADE UNTIL ALL CURBING
IS INSTALLED AND ALL PRIVATE UTILITY TRENCHES
ARE BACKFILLED. CLEANOUTS SHALL THEN BE
SET FLUSH WITH FINISH GRADE.
COMP ACTED
GRANULAR
MA TERIAL
SLOPE: ..---
1 1/2-:1 ~
:::J
~
.....
0..
o
a:=
0..
4" MIN. P.C. CONCRETE SIDEWALK
3000# FIELD STRENGTH, 6 SACK MIX
>: .:" ~ /" . S~OPU/4. = I'
/,r ,.:~'w'\'~:::':": '.:.:.~ : .,:,,: ;......;4..... .:' 41.'. \~: ':.; .:; ":. :;'1; . . : l :.~ - / PAVEMENT
r"':~r<"".".,.""".\'.J:"~'')'....#....l~~'''"",,, ~"". ...~......._. . t " . ...... ... '. ~ ..
. ~ ./ ;;~...-'" "~'-'.-,~~"'I". ..t.....'t'<~,.~:-').(1-.4):::;,;'~~~\:\;,~ .~.."'''i." .~'-_'''''h' . #- '.a"';
LOAM . ,~'<( /-" . .~.~>:~..,..: ::'~~.~~<;,{t~;~~ ":~' ~"; ~ .:.: :::-'~~'.;..j .~' j
6' ~/ /6~.. ',.' " ..~.~..,..........4 \..'....., .' .' .'.'
MINIMUM 2'- OF 3/:' 0" " ~ ~ ~ d.~':::::~'~;: ~ :~;: :;:'; ':;' ;':;;:.i,: :;::::f~: :;..;:;\::'~:'~ :.~;:~:i
COMPACTED CRUSHED -ROCK 0$ ~': ,.',:, ,:'",,:"~ ~"." "\, " ,:'~,.' ",.' ,," :
~ ~GR)~~PACTED _ 12"- 1 1 /2' - 0" CR. ROCK
C.R. BALLAST TO BE PLACED
PRIOR TO FIRST UFT
CD OF ASPHALT
CURBSIDE SIDEWALK
~y) CA= C~OSs S:-C- 0\ 0:- S }:WA= <
CONCRETE STRENGTH
FIELD STRENGTH LAB STRENGTH
3500 PSI 4025 PSI
3000 PSI 3450 PSI
MAY 2005
GARY REED
GARY REED
DOUG WEBER
04-23
7 of 7.
STAN)AP..J ScrI~
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Engineering 0 Municipal Engineering" Land
P.O. Box 10145
Eugene, Oregon 97440
Phone: 541-461-9779
Planning
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