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NARRA TIVE:
THE PURPOSE OF THE PROPOSED SUBDIVISION IS TO
CREATE 10 LOTS FOR CONSTRUCTION OF TEN SINGLE
FAMILY HOUSES.
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, 5. 6, 7, 8, 9 AND 10 COMPLY WITH CITY
OF SPRINGFIELD SOLAR ACCESS STANDARDS, SECTION
35.010 (3)(b)(1).
PUBLIC IMPROVEMENTS:
ALL PUBLIC IMPROVEMENTS ARE PROPOSED TO BE
INSTALLED PRIVATELY.
TREES:
ALL TREES THAT INTERFERE WITH PUBLIC RIGHT-OF-WAY
OR PUBLIC AND PRIVATE EASEMENT USE WILL BE MOVED TO
NEvV LOCATIONS THAT FILL GAPS IN EXISTING STREET
PLANTINGS.
Project Information
Janning Case # 2004-00057
Address: 1888 - a yden 3ric ge ~oac
Assessor's VO) and Tax _o~ ~um)ers: '7-03-21.-34 --_ "00
Zoning: _)~
Owner: WALTER DREW, G&R B[ILDI~G CO~CEPTS
A)) icant: WEBER ELLIO'fT E~G~EERS P.C.
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Surveyor: MARVIN S. KRUSH
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GARY REED - '" I G "I - - :) S ::> C ~ N
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DOUG. WEBER. · .. Civil Engineering' Municipal Engineering' Land Planning E ~
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JUlY 14. 1978
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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 PRO I tCTiON OVERLAY DISTRICTS: SITE
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DECEMBER 2005
GARY REED
GARY REED
DOUG WEBER
04-23
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DECEMBER 2005W:-.3 :-::) .:-. 0-- . 0::: ~
GARY REED . _ - - ~ _ - - - ::> . ~ ~
GARY REED ~ ~. ~~. : '-JG '-J:: ~S, .C. ..~~
DOUG WEBER . ~ Civil Engineering' Municipal Engineering' Land Planning OJ ~
' IIIiiiI P.O. Box 10145 ~ C
04-23 Eugene, Oregon 97440 ~ c 1:
3 of 6 Phone: 541 -461-9779 .~ ~
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ALL LOTS DRAIN TO PRIVATE DRY WELLS INSTALLED ON
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INFILTRATION TRENCH LOCATED ON THE SOUTH AND
EAST SIDE OF DRIVEWAY
LEGEND:
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STREET LIGHT ~~} FL 451,51
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FIRE HYDRANTJ
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DECEMBER 2005 W :::3 :::~::: _ _ 0 -- ~ ~ .
~~~~ ~~~~ ~~~~. ::: \j G - \j ::: :: ~ S, :> . C. . ~ ~
DOUG WEBER ., Civil Engineering' Municipal Engineering' Land Planning. <DE" 2
IIIIiiiiI P.O. Box 10145 . 0
04-23 Eugene, Oregon 97440 g u
4- of 6 Phone: 541 -461 -9779 Q) -0
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UTiliTIES
DATE
DESIGNED BY
.DRAWN BY
CHECKED BY
PROJECT NO.
SHEET NO.
<~\JG -E\j~Y COJ~~T
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DRIVEWAY APRON
DRIVEWAY/ALLEY
ADJUSTMENT
Ii?
L.
rCONTRACTION JOINT
, -,
BROOM PATIERN
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"'S \t.\\\. \
/ -.)
'-'L~~\\-\ \.S' \=
SIDEWALK APRON
\:"~R~ \:,~\
CURBSIDE
FOR 5'
SLOPE:
. 50:1 (2%)
. 12:1 (8%)
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 & GUTIER WHEN APRON WIDTH
EXCEEDS 20 FT.
4)ALL SLOPES ARE RELATIVE TO HORIZONTAL.
S) IF THE APRON WILL ALSO SERVE AS A SIDEWALK ACCESS RAMP IN PLACE OF A STANDARD
RAMP, THE APRON SLOPE FROM THE GUTIER TO THE SIDEWALK SHALL BE 12: 1 OR LESS
AND NO LIP.
D./!/1'JlIL Q)
36" x 36" x 6"
CONCRETE)PAD ~
{OPTIONAL MIN
SIDEWALK~ G~ BREAKAWAY FLANGE
. VALVE BOX 0
(/ WRAP HYDRANT BARREL
6" GATE VALVE WITH 10 MIL PLASTIC
MECHANICAL JOINT \ ~,. / ~ ~ PRIOR TO POUR
TO FLANGE d/ ,. . .
. .. " ,Of - " . '~ " OJ ,. " ' - , ",. - '--2 -8 ABOVE
/ 1"':;'~.' ~i',:}' ~''<!'...;.I ::. CONCRETE PAD OR
~,~~~~~,- "_~"". ". " ,:;':'r;.> ~IJ ::J SURROUNDING DATUM
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6" DUCTILE IRON PIPE
MECHANICAL JOINT
RETAINER GLAND
MECHANICAL JOINT x
FLANGE HYDRANT TEE
CONCRETE THRUST BLOCK
CONCRETE THRUST BLOCK
,MIN 1/.3 CW3IC YARD DRAIN
ROCK TO 6 ABOVE DRAIN HOLE
-SaUD PRECAST BASE BLOCK
,N 0 TE S
1. WHEN PIPE IS SHORTER THAN 18', NO JOINTS ALLOWED. USE MECHANICAL JOINT RETAINER GLANDS. TWO 3/4-
GALVANIZED TIE RODS MAY BE USED IN UEU OF lHRUST BLOCKS FOR INSTALLATIONS LESS THAN 18' LONG. TIE
RODS SHALL BE COATED WITH TWO COATS OF BITUMASTIC.
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 THRUST BLOCK STANDARD DRAWING. DO NOT BLOCK
DRAIN HOLES.
6. EXTENSIONS REQUIRED FOR HYDRANT SYSTEMS SHALL BE INSTAlLED TO THE MANUFAClURER'S SPECIACATIONS.
7. ARE HYDRANTS SHALL BE PLACED TO PRO\1DE A MINIMUM OF 5' CLEARANCE FROM DRIVEWAYS, POLES, AND OlliER
OBSTRUCll0NS.
8. HYDRANT PUMPER PORT SHALL FACE DIRECTION OF ACCESS.
A,JWA S-A\j,)A~)""",)~AW~G \JO. 402
= R:: .1Y)~A\jT ~STA-_A- O\J
DB' 1 'AIL @
'"
rmr6
LATCH
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A ROUND MANHOLE TYPE LID
MAY BE USED WITH APPROVAL
OF THE ENGINEER
o ALL CONCRETE SHAll BE MIN. 3500 PSI
COMPRESSIVE STRENGTH AT 28 DAYS
o UPPER SECTION TO BE STORM DRAIN
INLET BY WALTS CONCRETE COMPANY
OR EQUAL
mm LO-\DED
Ilulu:.>> GUTTER BAR \
2- WIN. BElOW IIORWAL \ I
M F~ O~ ~.. ftL~
6~
PRECAST UPPER SECTION
WITH LOCKING UD
lOCKING CALVAHIZED UD
~ 11 X 27 X 1/~. IiOlI SUP
/ ....1lIlO PlAtE SUlll'ACE
f
I
~F CURB
rJ.CE Of' CURB
, . / <t' . . -"') \.
r- ~
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" " ~ 70 IXlIH) -----
llr IfTO GUTTER BAR
2 EACH
CJTTER BAR
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9
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6-
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BASE MAY BE
PRECAST OR
CAST IN PLACE
6-
6-
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NO REVISmN DIlTE BY N'Plt
CITY OF SPRINGFI1U,D
DEPT. OF PUBIJC WORKS
2Sfj ~ U dI ,).i..i\titJ,i.
brJUttGFIlJLD, OR. 97477
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<~~G ~E~RY COU~T
ENGtNEERING DETAILS
/3/8- SQUARE sn. BAR X .. 1/t' LOtlG
PluG 'WELD TO BAR
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\. ,.I
: : / 'WELD STOP TO SHAFT
!: ::l "':"::' ~ ----I tlf/- {; x .125 WAlL PIPE
: -- ~~:-
:, · '____ 1 11 ..- IlIA. WASHER
, WEIJ) TO PIPE
~, ) V/r//A<'(@'////a::!
'fELD ---- I ! 3 'S- ~ FlAT BAR
, I' l' X 3/011 X 7'18-
5/S- ,/v I
SPRING LOADED LATCH
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16-
S- 2"- 18"
36-
CURB INLET CATCH BASIN
TYPE 4A
o
DATE
,DESIGNED BY
DRAWN BY
.CHECKED BY
PROJECT NO.
SHEET NO.
4-10A
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INLAND FOUNDRY CO. INC.
OR EQUAL
RING..........NO. 802
COVER.......NO. 802-2
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~ ~.mm..l.Jx. - ~J',fl OF SPRINGFIELD
DEPT. OF PUBIJC WORKS
B25 4.... u~ ~.aw....
w'4loM"'1'mLD. OR. fJ'14'7T
STANDARD MANHOLE ,
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DOUBLE STACKED
6" WYES
6" WASTE-
~:ER PIPE
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~ 6"xS" TEE
'1 '
- --- 7'
4" SERVICE LINE
(PRI VA TE:
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4" SERVI(~E LINE
(PRI V ATE:
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NOT TO SCALE
DECEMBER 2005
GARY REED
GARY REED i~~~~
DOUG WEBER . . ." Civil
04-23 Jiiif
5 of 6
AU. CONSTRUCTION JOIHIS
SIW.L BE MORTARED
8J'ANJWUJ
.DRA'lING
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Engineering · Municipal Engineering. Land
P.O. Box 10145
Eugene, Oregon 97440
Phone: 541-461-9779
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CLASS "A'~
lOAD f' ACTOR 3.0
1000PSft
CONCRETE
PIPE ZONE MATERIAL
SHALL BE:
SAMJIARY SEWER.
TIGHT JOINT PIPE
PLASnC PIPE
PEA ROCK
BlEND
SAND
CRUSHED ROCK
STORM SEWER
OPEN JOINTED PIPE
PERFORATED PIPE
ROUND ROCK
( PEA ROCK )
3/8'" MIN. DIAMETER
3/4'" MAX. DIAMETER
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CLEAN OUT COVERS: CLEANOUT LIDS TO READ "SEWER" OR "STORMJ' AS APPLICABLE.
1. NON-TRAFFIC AREAS:
4" CO, DFW PLASTICS MODEL D-109 OR EQUAL (6-1/2 MIN. CLEAR OPENING).
6" CO, DFW PLASTICS MODEL 0-1100 OR EQUAL (1 OJ' MIN. CLEAR OPENING).
2. TRAFFIC AREAS, INCLUDING DRIVEWAYS:
8" X 4" CAST IRON FRAME & COVER, OLYMPIC M1007 OR EQUAL.
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; . II r ..\ ..-- 3" CIA. WEEP PIPE .. -
j. , CURBS: 3500' FIELD SlIlENGTH
-J' . \ 6.3 SACK MIX
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PIPE ZONE
SEE CHART
BELOW
CLEANOUT BOX & COVER, e P U E
SEE ABOVE \ 6" TYP 7' TYPICAL . · ·
...JI/,I E31E3 I J'tE3 I ,J n - -; 1~1IE31~1
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PROTECT LAWNS & GARDENS . t .' . ·
A T ALL TIMES.
PLACE EXCAVATED MATERIALS
ON PLYWOOD
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SECTION
STANDA~D CONCRETE
CURB AND GUTTER
SEE STD, DWG.
110. 3-8
3/4"
cONTRAellON JOINT
{SCOIlt JOINT}
CONCRETE STRENGTH
FIELD STRENGTH LAB STRENGTH
3500 PSI 4025 PSI
3000 PSI 3450 PSI
COMPACTED
GRANULAR
MATERIAL
ENCASEMENT MAY BE POURED
TO FULL TRENCH WIDTH
1 1/4th Be
BctS" MIN. .....
__ 4'11 MINIMUM
ST.AN)AfD SERVICE
rLA1ERAL CLEANOUT
I (NTS)
EXPANSION JOINTS SHW.
BE PLACED EVERY 30 FEET
IN NOH-EXtRUDED CONCRETE
CtIlB All) GUTTER
REINFORCING
STEEL BAR
2- ABOVE PIPE
2500 PSI CONCRETE
WEEP HOLES SMALL BE PLACED AT 7~'
ON CENTER UNLESS SPECIFIED
~ THREADED PLuA
~ WITH SQUARE ~UT
(~
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~
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~.~Q< BUILDING
~~ / SEWER
~ ,...,. , ~ 0 ) p . = = 3 -fLOW
~te~~~'~~~~~~~~~~~~tt "FERNCO COUPLING
NOTES: .r(If'~ - OR EQU AL
1. CLEANOUT RIS. ER..... SHALL BE SAME SIZE J) L ''] , A I L 0J
AND MATERIAL AS LATERAL PIPE. · n 1- J. ..J '
2. PROVIDE CASTING FOR CLEANOUTS LOCATED
IN DRIVEWAYS.
3. CLEANOUT PIPE SHALL BE LEFT A MINIMUM OF
18" ABOVE EXISTING GRADE UNTIL ALL CURBING
IS INSTALLED AND ALL PRIVATE UTILITY TRENCHES
ARE BACKFILLED. CLEANOUTS SHALL THEN BE
SET FLUSH WITH FINISH GRADE.
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ADAPTOR
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COHSlRUCT 1. BAnER
ON CURB FACE WITH FORMS
.. ,
AU. CURB RETURNS MUST
IHCUJDE WHEElCHAIR IWlP(S).
SEE STANDARD DRAWING
110. 3-10
CONCRETE SURFACE SHALL HAVE A
HEAVY BROOW FINISH
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LOAD fACTORS
REINFORCED P = 1.00" - 4.8
REINFORCED P = 0.40" - 3.4
PLAIN 2.8
CLASS "B"
,
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S'l'ANDARD
DRA1nNG
TO BE ~ UNLESS
OllfERWlSE SPECIFIED
00 CURB RETURNS
PIPE ZONE
SEE CHART
ABOVE
~
II] IltVISIlIf M1I:
iV ~
CITY OF SPRINGFIELD
DEPT. OF PUBUC WORKS
STANDARD CONCRETE
CURB AND GUTTER
3-5
Be - OUTSIDE DIAMETER OF PIPE
D - NOMINAL PIPE SIZE
a - RLL BELOW PIPE (SEE TABLE)
P - ,A,REA OF TRANSVERSE STEEL IN THE CRADLE
<.IR ARCH EXPRESSED AS A PERCENTAGE OF AREA
(if CONCRETE AT INVERT OR CROWN.
'fABLE OF Fill DEPTH
BELOW PIPE
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SPlUNG11&lD, OR. ~74?1
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CLASS "c"
3/4-- 0" CRUSHED ROCK
a
MINIMUM
,
.1m I REVISION I DATE I BY IAPP!J CITY OF SPRINGFIELD
DEPT. OF PUBLIC WORKS
~5 N~ Jd ~J.R6i!.J
SPRlNGFJELD. OR. 97477
RLE: A.DWG
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o - 27>> 3"
30" - 60" 4'"
66" t 6"
TYPICAL
PIPE ZONE AND PIPE BEDDING
.,
"
STANDARD
DRAWING
4-17
"
D'/!;' '11-11 L (()
DRIVEWAY PAVING- ASPHALTIC CONCRETE
lJEll'J-JIL0
~ ~ MIN. SLOPE
i= -----
~ - /
MINIMUM~ 12" THICK /
1/2"- 0" CRUSHED ROCK
---------
4" MIN. P.C. CONCRETE SIDEWALK
3000# FIELD 'STRENGTH, 6 SACK MIX
. . >:: .:,....' h., · " :i~QPE 114" :: I'
" ~.... \...!. .",. ".:,1'4" .". . '.. .. '. . . / PAVEMENT
~ . l' ~ .'l\\':'~..' - '04.' ~,\.". ,'r," ~ ..,." J..- '., . ..: '0 to to" ":-''' ~: '." ~ : ..
/ ~r.,:>.....,,,,-,.f~"'''''''''':';'''''~?;~~~',., t.- .'. '4 . ....~.. ~ .... ~
.' ...1 ........\l. ,,.......'If''.,. .v:....,....~ ..,.-$'....._ " .. .a' I
lOAM :\ ' ... ,.. :~.,,~:.c~. '.,..;~~~1-.~;;.:!~,{ : t.... . '.. ,.. .
. , 'v , .' \ ~~ . . ~. 'f. :.' .... .. ." 'Ii
W ..'\... -.~ ..,:" '..' .... ~.~ . .~ ~ j
_ 6" I ij'/..- /6 "'p' " ,,'!'~,,\';'."".'4 ......,.. ......-
I - " 1/ .~. .~.~..~:.:.......:.:,..:.,/~~.::......:..~:. :;..::).'::.<.:,.:.~:~,.:-:~~::;'\:
t '. :....\ .~. .,'. '. ,'. 'I ~"":"""" :.. '.. .... .'t. ,'" ....
; Y~.:~.f ; :~'" ~,.:.:~.~';':;':~/~'.~,~: :'.:...,~:: :;.::: ~:: .:;::' .~ ~':: .~,; ,:
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2" THICK CLASS '8' ASPHALTIC CONCRETE
AS SPECIFIED
-----
MINIMUM 2" OF 3 14"_ 0"
COMPACTED CRUS~ED ROCK
~ fGR~~~PA~TED
C.R. BALLAST TO BE PLACED
P ~IOR TO FIRST LIFT
'If\ 0' ASPHALT
'!::!-J CURBSIDE SIDEWALK
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~~~~ NATIVE SOIL
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CONCRETE STRENGTH
FIELD STRENGTH LAB 'STRENGTH
3500 PSI 4025 PSI
3000 PSI 3450 PSI
lJ~' 'J 'JlIL
-Y) CA - C ~OSS S :C- 0 \ 0:- S }:W A _ <
<\JG ~ '::~~y cou~-
. DATE
DESIGNED BY
DRAWN BY
CHECKED BY
PROJECT NO.
SHEET NO.
W~3E~ ___
::~ G ,~:::: ~ s ,
Engineering - Municipal Engineering. Land
P.O. Box 10145
Eugene, Oregon 97440
Phone: 541 -461-9779
DECEMBER 2005
GARY REED, row __
GARY REED~~~ T~~
DOUG WEBER ~ Civil
04-23 . Jiiif
6 of 6
ENGINEERING DETAILS
-",,- --