15410 SW FOUNTAINWOOD PLACE STE 1-8 0 W
NER
CONSTRUCTION NOTES 4- -
1 . ALL WORK AND MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF •
THE CITY OF TIGARD, OR STANDARD SPECIFICATIONS FOR PUBLIC WORKS
I rt
C 0 ' v �'�A D CUSTOM HOMES , INC CONSTRUC"ON, 1987, AS APPLICABLE r 30 •
,
2. CONTRACTORS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUC r ION
AND SHALL ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE
P . O . BOX x' 64 i
PROPOSED CONSTRUCTION. �
LAKE OSWEGO OREGON g 7 0 3. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE
� •.i �+ \� _
3 4 STARTING CONSTRUCTION.
5 0 3 6 -.37\ 9 3 4. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND MUST BE • I6
2 �+
VERIFIED BY THE CONTRACTOR. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. i
5. CONTRACTOR SHALL NOTIFY THE CITY OF TIGARD, 24 HOURS BEFORE 1, '"a• M - \ - T
STARTING CONSTRUCTION OR RESUMING WORK AFTER SHUTDOWNS, EXCEPT
FOR NORMAL_ RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS OR
HOLIDAYS. CONTRACTORS SHALL ASSIST THE ENGINEER IN PREPARING I I •
-- ` ,�►`
"AS-CONSTRUCTED" DRAWINGS.
6. PIPE BEDDING SHALL CONFORM TO THE GRANULAR BEDDING AND BACKFILL.
REQUIREMENTS OF THE CITY OF TIGARD, AS APPLICABLE, AND SHALL BE --
3/4"-0 CRUSHED ROCK, EXCEPT WHERE NATIVE MATERIAL MAY BE USED. L, a " • : A\
7. TRENCH BACKFILL WITHIN THE RIGHT-OF-WAY SHALL BE CLEAN, WELL- I r 1C � i�j� I i • ti, ,
GRADED 3/4 -0 CRUSHED ROCK COMPACTED TO 957 AASHTO T-99. • y
PROJECT 8. CON7RACTOR
r job
ACHIEVE REQUIRED OCOMPACTION COMPACTIONINE TYPE OF SH EQUN L BE CERTIFIED AND METHODTBY THE USETO
CONTRACTOR. CITY OF TIGARD AND ENGINEER SHALL RECEIVE COPIES OF • - ` IY
ALL TESTS FOR VERIFICATION.
FOUNTAINV. 0 D CONDOMINIUMS 9• MATERIALS IN SOFT SPOTS WITHIN Thi ROADWAY SHALL BE REMOVED TO THE •, 1
DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH
PIT RUN CRUSHED ROCK. THE SUBGRADE SHAI _ BE THOROUGHLY COMPACTED PER ----- __ _
SW r 0 I- J N T A I N W 0 0 D COURT SPECIFICATIONS. 4" ROCK IS THE MAXIMUM ALLOWABLE SIZE.
10. CONTRACTOR SHALL NOTIFY CITY OF TIGARD WHEN SUBGRADE IS COMPLETE,
TIGARD , OREGON 24 HOURS PRIOR TO PLACEMENT OF BASE AND/OR TOP ROCK MATERIAL, AND 24
HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OF THE WORK. VICIN ITY MPROJECT # 941 09E
11 . ASPHALT CONCRETE PAVEMENT MIX TO BE PROVIDED FROM A MIX FORMULA AS
SPECIFIEC BY O.S.H.D. SPECIFICATIONS SECTION 403.11 FOR CLASS "B" OR "C"
ASPHALT, AS SPECIFIED. CONTRACTOR TO PROVIDE CITY OF TIGARD WITH CERT- N .T. S .
SDR9f 5 - 0009 PDR 95 - 0003 IFICA.TE OF COMPLIANCE FROM ASPHALT PAVEMENT PLANT, k
12. ALL WATER SYSTEM WORK AND MATERIALS SHALL L:MPLY WITH CITY OF
TIGARD WATER DEPARTMENT SPECIFICATIONS, THE OREGON STATE HEALTH DIVISION h�
ADMINISTRATIVE RULES CHAPTER 333, THE AWWA AND THE 1988 APWA STANDARDS.
13. ALL WATER LINE PIPE TO HAVE MINIMUM COVER OF 30 INCHES AND A MAXIMUM ��4�`�'�''lil•-:.� ��
COVER OF 36 INCHES BELOW THE FINISHED GRADE.
L 0 CA
14. CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT WATER LINE PIPE INTERIORS,
.SNC 11 AR— K: s
FITTINGS, AND VALVES AGAINST CONTAMINATION. TEMPORARY BENCH MARK SET AT POINT #2. IT IS A NAIL WITH A `" 1
15. FITTINGS AND PIPE SECTIONS THAT WILL NOT BE DISINFECTED BY CHLORINE IN BRASS TAG LABELED " PLS 186." •' `� `
LINE FOR 25 HOURS SHALL HAVE THE INTERIORS SWABBED WITH A 5% HYPOCHLORITE
SOLUTION BEFORE THEY ARE INSTALLED. ELEV. = 3 OFTt� ,,,..•••• '
2 6.84 F • �
TAX LOT # 900 '
Approved.....................
Condmona{fy FGPr�uod ',wlb�d ln.
16. CONCRETE THRUST BLOCKS TO BE CONSTRUCTED AT TEES, BENDS, FERE HYDRANTS, 3r
BLOW--OFFS AND WHERE INDICATED ON PLANS. THE MINIMUM BEARING SURFACE AGAINST For �;dy t11�^ ' �
TAX MAP 2S 'l 1 0D13 UNDISTURBED SOIL TO BE INDICATED IN THE SPECIFICATIONS. CONCRETE SHALL BE Iotf No. . .• ..• , .......
......
ALLOWED TO CURE BEFORE PIPELINE PRESSURE TESTING. See At�•un.•...... /.e
CITY OE TIGARD
17. PIPELINE TO BE TESTED IN ACCORDANCE WITH AWWA STANDARDS, SECTION 14-7. drams: 1
TEST TO BE WITNESSED BY THE CITY OF TIGARD WATER DEPARTMENT INSPECTOR.
WASHINGTONCOUNTY , o 18. PIPELINE TO BE THOROUGHLY DISINFECTED AND FLUSHED IN ACCORDANCE WITH IATDEX OF DRA WINGS
THE CURRENT CITY OF TIGARD WATER DEPARTMENT SYSTEM STANDARDS. v •`-'. , •„ , ,•, ; � }
19. PRIOR TO ENERGIZING THE WATER SYSTEM, WATER SAMPLES SHALL BE TAKEN BY
CITY OF TIGARD WATER DEPARTMENT INSPECTOR, SUBMITTED TO AN ACCREDITED SHEET .DILA WING TITLE
LAB, AND RETURNED TO THE DISTRICT INDICATING THAT NO HAZARD EXISTS. i
I ;
20. ALL SANITARY SEWER, STORM DRAIN, AND WATER LINE MATERIALS SHALL BE AS
NOTED ON PIANS. COVER SHEET
21. DEVELOPER TO INSTALL STREET LIGHTS AS REQUIRED. �
2 GENERAL SITE, GRADING , AND
22. STREET TREES SHALL BE INSTALLED AS PER CITY OF TIGARD STANDARDS EROSION CONTROL P LAIC!
OF TYPE, SIZE, AND SPACING.
3 EROSION CONTROL NOTES AND DETAILS
LEGEND
4 COMPOSITE UTILITY PLAN l
- ==O EXISTING INLET do STORM SEWER 0 CURVE NO.
`•J R'
:--{] PROPOSED INLET h STORM SEWER 5 STREET AND STORM DRAIN PLAN
4 EXISTING FIRE HYDRANT � U1ILITY POLE
PROPOSED FIRE HYDRANT CLEAVOUT 6
SANITARY SEWER AND WATER LINE PLAN
--fl WATER METER -7
--- —w— —- EXISTING WATER LIVE ® DECIDUOUS TREE / PROFILES
-- - - - - --- PROPOSED WATER LINE DECIDUOUS
TREE
BERG
EEN
--�-- EXISTING VALVE 6c eox A. SW NAEVE STREET
---�- PROPOSED VALVF do BOX ® VAULT
- — EXISTING REDL CER " SIGN
- •� B. SW FOUNTAINWOOD COURT
—♦
PROPOSED REDUCER RETAINING WALL
-- w-- -- GAS LINE SW WILLOWBROOK DRIVE
--� PROPOSED BLOWOFF � •
- —E - UNDERGROUND SERVICE LINE SITE t.,ALUATION, PROJECT DEVELOPMENT, DESIGN/ENGINEERING r
--" ---- --- � EXISTING MANHOLE & SEWER COST ESTIMATES, BID DOCUMENTS, CONSTRUCTION/CONTRACT MANAGEMENT g DETAILS STREET AND STORM
FRENCH DRAIN
PROPOSED MANHOLE do SEWER _
EXISTING MANHOLE & STORM SEWER
PROPOSED MANHOLE ORM SEWER HUGH R ,, 0P. E.e E
9 DETAILS SANITARY AND WATER
CONSUTING CIVIL ENGINEER
`F
IN Iro
� ;000,
--
941 OK
•A. �� � O�IMM.I. Ila
p,jf`�'� 540; S.W. JOSHUA '•TRf ET OFFICE 503) 691 -0766
15410 00 Fount, #1-A TUALAT114, COEGON '4 7062 FAX ((503) 635-6429
51T 95-0044 ' ' r 1 —off,of c
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IF THIS NOTICE APPEARS CLEARER THAN THE OCT 6 1998
DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED
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J e. �.
STRAW BALE
SEDIMENT BARRIER
FOUNTAINS OF SUMMERFIELD
CONDOMINIUM PHASE 14'
In
rn
jq
SCALE: 1 " 20'--0##
.0s
GRAVEL CONSTRUCTION
ENTRANCE
"FOUNTAINS OF SUMMERFIELD 4
CONDOMINIUM PHASE 13" C-4
C-4
0
-2
X
DRIVEWAY (DEMO)
16 f 16's
12 ,ea
GARAGE 10"
(DEMO) \ $ ' •�
FILTER FABRIC 0 1211 SEDIMe4?
-E-'N--TF 6 C I N G
G.H. HOUSE
(DEMO)
10
•
'224 6 6#p STRAW BALE
*FOUNTAINS AT SUMMERFIELD SEDIMENT ER \ �.
CONDOMINIUM PHASE 11" 23 4 T BARRI
6"
222 --- _j
1 04 0
(D
Cli
00
N 221 (DEMO) 3
6" 709
V)
222 'SUMMERRaD NO. W
LO
8##
to 6 00 STORM DRAIN
0 Li
06 INLET PROTECTION FOR
0 _Q 0 D �11
1_" C
- FILTER FABRIC
219 14 CBS 0 INTERSECTION z
221 SEDIMENT FENCING w
>
<
278,
'FOUNTAINS Pa SUMMERFIEU
CONDOMINIUM PHASE 12' 220 708
z
STRAW BALE
V,
SEDIMENT BARRIER--------
STORM DRAIN INLET 6
PROTECTION BIOBAGS '21
` \
8"
14� 16.. 1610 16 12 12 20 1 707
2 'FOUNTAINS AT SUMMOWIELD
-
CONDOMINIUM PHASE 10"
n
"?76
Ogg
8
2�' +
SW WILLOWBROOK DRIVE
ST. STA. 10±00
EL. 210-62
STRAW BALE
SEDIMENT BARRIER_ `
PNEPAI1Eo FOR:
CONRAD CUSTOM HOMES , INC . .�0"mmm maim ft" -0 4": NO. 1111"It" DATE
DRAWM TrRL ou�wll+a MI.
of "* cm ofti"m w socumft HRO
P . O . BOX 764 t'.0 A DRAWN: _g s';
. N" SC/KL
LAKE O S W E G 0 , OREGON 9 7 0 3 4 '��\ MUM fi. O*ANILLr, P.S. GENERAL SITE, GRADING,
41� — C080AM FOUNTAINWOOD 9
( 503 ) 636 - 9322 AR HRO _-_ -______ _
EROSION CONTROL PLAN
AT R. (y son &W mmm 91w DATE
'r)410 SW Fountainwood,01-8 nWAW MOM ONN 4- 14-95 41
,IT 95-0044 C9 0K
2oft l
M
IF THIS NOI*[(,E Ar'PEARS ('LEARER THAN THE OCT 6 1998
[X)(.'IJMENT,THE 1WUMFNT IS OF MARGINAL QUALITY.
MICROFILME.11)
I I I II;IIJlIIIIjIII III I Jill -I&Ij
10464 t MAIX 114 CHINA
�Illllul lllli►nl!IIII!I�Illnllllll�!Inllllllllnllllnlli�ll Inl!I!II Illllfll!7 _W
EROSION CONTROL NOTES
f spacing
_STRAW HALE SEDIMENT BARRIER: S.WALES AND CHANNELS: I per fig. 3-1 /swage or ditch
1. Pilose refer to the appropriate detail for straw bite sd]iment 1. Refer to the "Straw Bole Sediment Barrier" for protection of existing,
barriers along slopes, d:tcnes or swatee. undisturbed swoles and ditches used to convey drainige through or
from o construction site. straw bole Sedin ant Barriers 2. Straw bales shall be st•ir'dard 40 to 50 pound rectongu,oi boles along Slopes
of cereal j(aln or seed straw 2. Refer to "temparory Interceptor Dikes and Swii tar the various 13 0
requirements for swoles. Ali designs for swalea and channels shal!
3. Stakes shall be wood of the s,Ze shown on the appropriate be submitted to the engineer for approval prior to construction. e,,,-sting ground
details and driven through the boles and Into the grour d a ❑ /'
rn;nirnum depth of 12 inches 3. Cut in flow to new channel only after oil grading and erosion
protection is complete and established. No worw in flowing waterr fled hoy or straw✓
4. Strove o
bales shall be keyed into the existing ground 4 to c inches. shall be allowed 7—
)n center
5. Strove boles used for erosion control measures may be left in 4. Gross lined swales shall be designed to ac,-omrrceate o 2 year
placer when no longer reouired or used as mulch if approved by storm design depth and include a continuous erosion blanket \toe Of stupe, or t� p01`
the City with seed, or ontinuous gross sod on lute matting oro grade Change>=;�% I / QaJe P�Ge5'
combination of both Side slopes of the channel shall be / ting o Jed 7 / \
6. Under no circumstances shall more than. a one foot depth of protected by measures for corresponding slopes as listed on _ pegs each tole
sedirnfnt to allowed tc, accumulote behind strow bole sediment temporarily until vegetation is well established, but not beycnd of pte. Q / Q� �,/o
PROFILE / - a� / o
titulars Sediment shcuid be removed or regraded into the slope, GctObor 1 9rposses shall ba designed to occommodota a --- ` o
r new Imes of burr er S nstailed uphill of sediment laden barriers 2 year storm _ D
• Embed Dales 4 to 6 Inches ---- o o e o
L \ �nw
S. Rock-lined swales or other type linings may be utilized with the Drive Stakes minimum 1 ° o
prior opprova of the Cit,. �nto ground Surface. p a o a
GRA ENTRANCES:_ d� a o
Only to be used for Note: PLAN \� o
l ee the "Gravel Entrance/Exit detail' nStaliatiCnS of i23S / p o o
SRM DRAIN INLET PROTECTION: p
- All mater�a� sho�'a :,e Neon pit run or - minus ravel
than 200 lineal feet a, j Embed bales 4 to 6 incneE \o O
g I. Refer to the 'Filter Fabric Inlet darner" Figure 3-9A, for jingle family or o 0 0
S
The ravel for Stour^ Drain Inlet and Catch Uosin Protection to .[)rive stakes minimum 1 2"
g c>r=d sr ai be the full width of the which ingress and du I" ' residential p a o
determine «Mich porticuler one applies to the sltuoticn of hand p' nt0 gr�und Surficirp [radius=25' ft11n. a O 0
agrees area A S� twat rrin�mum pod length may be acceptable constructions on singled o o
Js opprovea for s ng:e family and oupisA retidMtial construction ,\
sites 2 Burma may be required to direct drainage to flow through the lots of record Clear Pit Run or 2" -Minus Grog \
filters and prevent bypassing Of the inlets.
4 roper th gravel may how f0 b1 added periodically 110 maintain 3. At no time shall more than 1 foot depth of sedime it be allowed /
Proper thickness and widths of the pod.
Subgrade Reinforcement/
to occuntuiate against storm drainage inlet
g 3 protection measures. Geotextile, as Required
If the revel do._ Sediment must b< removed and Inlet protection measures restored
g pod not odequo.oly remove dirt Dna mud from as needed to mointuin their sediment trapping and filtering capability 1 - Z x2��x3' pegs each bale $� min
Janice wheels such toot mud and dill tracking is evident off ❑ ❑ ❑ /i� depth Provide F;;ii Width
9ite, additional maasurte must be Ick•.i of Ingress/Egress Areae
Doles to
r use subgrode reinfarceirlent geoteAtile fabric, under gravel pods butt to ❑ ` ��
for all but construction of single family/duplex residences on anCl
together _ 13 E3~ f
C /r
e.isting lot cf record »20' min. for single fami!y and dui lex residential
E3 0
TEMPORARY o
SEDIMENT- FENCES:
�.
�
' ee t�e "Std rretn•�",ant r�n�e D ❑ Q 0 •/,µ '
overlap edges
1. Maximum shoot or overload flow path length to sedimert fence L-2"x2"03,
,s sncwr on the Erosion Control Matrix ,egS each bdll�- on0 SECTION
JLIi 'V
Selection of filter fabric tensile and bursting strength charicteristict ❑ —'
depends on the suppor; fence. Fabric ottachod to chain-link fence Straw Bales Sediment Barriers
need not possess tl•e Sarna strength as one attached to a fence of in Des S of"Sediment
Ba
6" x 6" reinforcing wire SriecCon Is thus based on standard L N ---� . ed e of
! trie of Slc.,;)e A \Oiearin diLturbu �e
engineervg pnncipisa. Synthetic filter fabric shot) contain ultraviolet _
R
coy Inhibit.rs and stabil zees to prowdt c minimum of 6 month of - -"-"""'- --- ,•
expecte
degrees Moble construction life at o temperature rings of o Erosion Control Plans Figure 3-4A Erosion Control Plans Figure 3-4B Erosion Control Plans Figure 3-2
degrees � to 12C degrees F. •,�
4 All r, iterlals are to be In good physical condition to pro>.'ds
Technical Guidance Handbook Straw Bales Sediment Barrier Technical Guidance. Handbook Straw Bales Sediment Barrier Techni*col Guido-ice Handbook ;gavel Construction Entrance
Proper sediment retention.
ti
5. At no time sholi more than a one foot depth or sed r•nrnt be
allo,j,td to accumulote behind c sediment fence Sediment should
be removed or regraded ;nto slopes, and sea rent !e^res repaired
and re--established as needed. *liter fabric material 36" wide rolls Drop Inlet i
Ise staples or wire rings to attach with Grate r
E Under no circumstances will sediment tellers be placed across Stakes (Z.x2"x3')
strums
`at-�r c wlr-,
ga. wire
. ----- 2� by 2.. by � 4 e ,....• ..,..,... ]
SEEDING/MULCHING,1'LANDSCAPING• y
1 The following Kosiot control grass seed mixes are reccrr•mendeC ; rl
fol:riC or equiv.
However, a despne may be substituted it approved b ••� •••��•�•�•"'•�• •
similar mi. , Y } i .., .,..........,.,.
the Clty
.,..,.,....I...,.
OwaN Grits Mix (low height, low mointanon,;t).
Elko Owo►t Perennial Rytgrass, 8016 by weight
Creeping Rod Fescue, 20X by weight
Application rate - 100 Ibs. minimum/ocre %v +
Standard Height Gross Mix:
,
Annual Ryegrass. 40% by weight by ......;;I
Turf-type Fescue, dOX by weight • '�•/������� ���//�/\\ '::...••..... .::::;.,
Application roto - 100 m
lbs minlmujOcrO
2. Fertilization for grass toed - as per supplier's recomfnendotions.
Development areas wi•hi- SO feet of water bodies and wetlands 1'� Filter Fabric
must use d non-phosphorous 'ertilizer. 6' Max.
Z. Mulching rotes rioted In the Erosion Control Mdt►ly assume
hydro-seeding and mulching. If using dry grate-straw mulch, double `2"x4"
the raft shown in the matrix and provide a m;mmum 2 inch cover. wood posts,
wsquat alternate: Stec5tondard or better Or bottom of filter
Bury
Mulch shall be spread uniformly. Mulch should Immediately follow Bury of in $" by
1 r
seeding for et weotner period erosion control, equal posts trench
4. A bonding agentAockifler will be required and used in accordance
with the supplier's specifications.
5. Netting and anchors - For disturbed ureas on slopes,
biodegradoble netting or jute is desirable and may be used
instead of bonding agents to provide a stable orea for seeding, filter fobric
Netting should be anchored per the manufacturer's recommendations. material StCkeS*%_1
6 Ail seeding and landscaping shall be Supplied with adequate moisture. ,� • .14ga. wire Stapled
by ` �p Stakes Filter F'U'
Supp,y water as needed, especially in abnormally hot or dry weothnr 2 by 2 1 '
or on adverse sites. 'Rotor application rates should be controlled to fabric or by
prov,de odequ,jte moisture without causing runoff.
rj
O I
deer plastic sheeting shall be Installed Immediately on areas seeded
and remain until vegetation
between November 1 to March 31 on is firmly • ` �� '` �.�
eotabiished. �\/��\'{���rRunoff Water I
// J-� 1 I
8 are:,, wricN fat •:; ostoblish ,egeto�ive cover adequate to ;�reven, \ ��i� with Sediment Filtered Water
eroscn she; 5e reseedsuch as coon as ch areas are indentified
w 4F aZ !k.G T14_
v errvesRes Fr..0 ViA T=IE lb, t�;�:�- _ C. 1 GAo 4,•te a Nf►No aboeaW_ 8" Min. --+-I
•- -�-. Buried Filter
Fabric
(min. 4" Depth;
Erosion Control Plans Figure 3--3 Erosion Control Pians Figure 3-9A
Technical Guidance Handbook Sediment Fence Technical Guidance Handbook Filter Fabric Inlet Barrier
•
CONRAD CUSTOM HOMES , INC .
RX . ' , ut DRAWINGP . O . 764
-`•t^ istaMns Ll'r�w , CCMS•truc�wa�tibicr Wwf wv DATE t�Ec !,t�w�tir ver
'
LAKE OSWEGO , OREGON 97034 HUGH R. O'REILLI' P.E. i,<Ql_ _
EROSION CONTROL FOUNTAINWOOD 9
( 503 ) 6 3 6 -- 9 3 2 ''�� . "�. , _ �_ _---.__ - --_._-- -_.—__ NOTES AND DETAILS
I9i,w s•r+rr „ t)Arr � Xtra va
nthAt,a, cao0n 11-1x1 All (50.1) teSl6-6424 94109E
F '44 !VV C
5410 SW Fountainwood,#1-8
,;IT 95-0044 ��
of r 1
IF T'HIR NO'T'ICE APPEARS CLEARER THAN THE OCT 6 1998
D0(1IMENT,'T11E DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED
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INCA MAD[ IN 04"11A
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WET TAP
EYIST F.H.
"FOUNTAINS OF SUMMERFIELD
CONDOMINIUM PHASE W
tv SCALE.- 1 " 20'- 0"
4
SSAH5
\\
'-OD
NOMINIUM PhASE 13-
"FOONTAINS ^P SUMMERFIF�f)
SDMH c
DRIVEWAY (DEMO)
1 0
SS Ll
0
LINE u
"FOUNTAINS AT SUMMERFIELD
CONDOMINIUM PHASE ;1- SSMH 3
Z
SSMH 4
Oct
Z
ui .3
0 709
'SUMMERFIELD NO. 14'
or CID
WATER LINE lift EXIST Lij
0 SSMH 1 SSMH z
C' EXIST SSMH C2.10
708 (STA. 16+54.93) <
B.O. RIMA 222.00 -c
IE 211 -89 N,W -6-0
'FOUNTAINS AT SUMNINFIELDSS "A SSMH 2 IE 211 .67 S (7)
CONDOMINIUM PHASE 12" 0
Fp 0
FSDMH
AdL
01
IEXIST. SS LINE 130 LF 8'0 CSP
SS LATERAL C.O.## LINE A�)
C-O.#2
L,DCE3 "B" 707
'FOUNTAINS AT SUMMERFIELD
CONDOMINIUM PHASE 10"
N8902 E 202- 79
SDCO "A
SID LINE 1
113 —4
LA —Jol
LA .....
—---------I
SW WILLOWBROOK DRIVE
EXIST
DC8
TO EXIST SDCB It
SD LINE 1, STA. 0+00
RIM 203.42
IE 200.42 S
PPEPWED P,4P NEW IE- 200.62 NW
CONRAD CUaiOM HOMES , INC .
I�.
ffm mnw mr— GINED: No REVIS4113 DATE OPAWM TML- PROAXT.
COST r3lub"m on occtm&wm mmvsnwff HRO
P . O . BOX 764 � �.� - -
mw
HUGH R. O'REILLY, P.E._ SC/KL COMPOSITE UTILITY
LAKE 0SWECO , OREGON 97034 cop"mTm cm DOOM CHECKED; FOUNITAINWOOD cw 9
PLAN
HRO
( 5 0 3 ) 6 3 6 — 9 3 2 2 46. . - Y f' -- --___------__- _�___ ___-_-.____
DATE: ja NO.-
34M F1111 Jos"AA 2?NW
n^AT", alumm 97M FAX M-am 941 09E
APMOVALS o'm 3`0'" 110-30--95
115410 c;VV FoLintain-,00d.#1
IT 95 0044
4ofil
IF THIS NOTWE APPEARS VLEARER THAN T1JF OCT 6 1998
W-1,11MTNT,T11E DOCUMENT IS OF MARGINAL QUALITY. MICROFTIMIA)
_INCA MQw- iN CHINA
7�1 u t
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a>r •. . ,SCh SEE DETAIL SHT. 8NOTE:
EXIST. WALL _ • , \
• 1. STREET LIGHTS AS 30' BRONZE FIBERGLASS 'WHATLE('
v /
EXIST. BARRICADE � �'�:
• \ ST. STA. 11+39.50 NAEVE POLES WITH 15OW, 120/24C HPS SHOEBOX LUMINAIR
/ ( WITH PHOTOELECTRIC CONTROL.
••;;:t', ' .. ST. S-TA. 0+00 (FOUNTAINWOOD)
'FC.INTAINS OF SUMMERF1ELD ,.. ; : '. EL. 234.86 2. PRIVATE S7REETL.IGH-M SHALL 8E METERED
CJNDOMINIUM PHASE 14' !';•� '.. ` • '' o
.. \ / SEPARAZI=LY FROM THE PUBLIC STREETLIGHT
.•..r., :,• . .. O
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MATCH EXIST. SIDEWALK & CURB / •. - ( 4 ) E
ST. STA. 9+94.22 NEW 5' ::':=;:, ••. •.:. \ 'qF� "CDMPOSITE UTILITY PLAN" c_s�NN i�'T 0 D T-,:, ST1DT3 w� L > 14 rm 1.. 36rW%,,kLSDEWALK ,
\ V
ROW \ ST. STA. 12+22.27
'FOUNTAINS OF SUMMERFIELD NEW ST. LIGHT • �". ` • � • �•• •
CONDOMINIUM PHASE 13' �•
ST. STA. 11 +04.50 SIDEWALKS EP ' ' • ` .• . - 44,\
SDMH "C", SD LINE 1, STA. 4+25
ST. STA. 0+56.50,
RIM 228.75
IE 221.75 Sow
•
23 LF, 6"0
LINE 1, STA 44.25
EL. 222.21 I= \ :'r
CB "D", SD hNE 1, STA. 4+13, 9' LT. �J"�' �` t:.•. \
ST. STA. 0+67.14 •':
\ EXIST. ST. LIGHT
- - RIM 227.45
ST. STA. 0+75 GATE) . .,
S P 22 ` ,t`�
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o°
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PVC 3034. S-0.2367 LINE 1 STA 3+97
EL. 220.09 EXIST. 4' '�' •;
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_MAILBOX CLUSTER 100 C8 w C", SD UNE 1, STA. 4+1 9' T.
17 LF, 6"0
ST. STA. 1+25 W UNE 1, STA 3+75 ST. STA. 0+67.14 ,� \
RIM 227.45
U
EL 218.43 IE 221.45
NO STREET PARKING ON J SUMP 219.95
EITHER SIDE.
"NO PARKING" SIGNS AS PER NO PARKING SIGN I'S) � EXIST. 22.5'
'FOUNTAINS AT SUMMERFIr-D QRS 98.810-812 DRIVEWAY
CONDOMINIUM PHA5E 11' O ST. STA. 1+10 9 LF 10"0 SD
n1
0 PVC 3034. S-0.0644 \
5' SIDEWALK WEST SIDE ONLY -Z,S 175.47 LF 12"0 SD LINE 1 \
00 �\ PVC 3034. S-0.0733
N _( 5164) ST, STA. 1+50 � Z
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0709
10
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I
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M LINE 1, STA 3+20 (F.D. TURNAROUND) o W
06
0 EL 214.59 I - -j1 0C14 Z
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ROW r Q
ROW
ST. STA. 1+85 �-
FOUNTAINS AT SUMMERnElD BACK OF S/W (SIGHT- K) EXIST. ST. LIGHT
CONDOMINIUM P!4ASE 12' EP
Q O
2.3- 20 2 0
5.5 00 Z
23 LF, 6'r
9 LF 10'•0 SD LINE 1, STA 2+",5 17 LF, 6"0
IA
PVC 3034. 5=0.4056 EL, 211'29 LINE 1, STA 2+70 SDMH 'B" SD UNE 1 STA. 2+49
(PRIVATE) NEW ST. LIGHT (5 GN +15 EL 710'80 RIM 215.85 32,
ST. STA. 2+33 IE 20a.69 E 83.75 LF 24"r SD (DETEMION) UNE 1
CB "B", SD LINE 1, STA. 2+49, 11' IT IE 208.89 N -��PVC 3034. S-0.0050
ST. STA. 2+37.14, 9' .'(f. SUMP 207.19 SDMH "A" SD UNE 1, STA. 1+64
RIM 215.40 END PRP.'ATE STREET RIM 218.50
IE!
SUMP 2122 0.90 ST. STA. 2+38.14 a `-- IE 208.07 SE
IE 208.27 .W 707
SUMP 200.57
r..•- 'FOUNTAINS AT SUMMERFIELD ORIFICE - 9"ili EL 208.33
N 89•2 3 11, " E 202.79
CONDOMINIUM PHASE 10'
CB "A SD LINE 1, STA. 2+391 5' LT.
ST. STA. 2+37.14, 9' LT.
RIM 215.40
1 9 LF, 10"0 SD IE 212.40 "
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PVC 3034. S-0.0452
N
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SW WILLG'WBRJOK DRIVE \ .
EXIST SDMH JJ-4/
RIM 207.61
IE 200.61 N,E,W TO EXIST. C8 MM--2
. IE 200.5 1 s -- -
RIM 203.42
IE 200.42 S
NEW IE 200.66 NW
SD LINE 1, LINE .`M. 0+00
PRfTAREn IDR
CONRAD CUSTOM HOMES , INC .
�n p fR oftLvj y pon=4 a:WloP+io��. ooaN Df�f IFlfe N0. 71"am
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OSWEGO , OREGON 97034 A�trcB R. o'RBILLY, p.�.LAKE � M"SUL" a& venom a403cm - FOUNTAINWOOD •
of 9
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,5410 SW Fruntelrtwood,0-8 qT R• 0' : 10 -30-95 to . tot ss.owa
94109E
SIT 950044
Sot„ l`�- .'�� • ��, �`� R-3
IF THIS NOTICE APPFARS CLEARER THAN THE OCT 8 ,
DOCUMENT,THE DOCUMENT IS OF MARGINAL,QUALITY., MICROFILMED
fill
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'FOUNTAINS OF SUMMERFIELD �r
PHASE 14•
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RIM. 228.96
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"FOUNTAINS OF SUMMERFIELD • � • \
CONDOMINIUM PHASE 13•
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ST. STA. 1 +14.26 ■ U ■ ST. STA. 1 +14.26 ST. STA. 1 +64, 6 LT. FNTWOOD
I
RIM. 220.60 v�
FOUNTAINS AT ;;UMMEPFIELL> � IE 215.39E � C� � m CONDOMINIUM pHA iE 11" U T 158.89 LF, 8"O C52Di IE 215.59 N .�
2 0 12 RT, ' "(a ■ FIRE HYDRANT SSMH 3, SS UNE "A" STA. 1 +19
\\
ST. STA. 1 ,;-34.23 ■ Z ST. STA. 1 +36.15
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EL. 216.84
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'FOUNTAINS .4T SUMMERFIELD r-- �
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■ ST. STA. 1 +191.26 5 FL, 400 o IE 211.67 S ( r
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IE 200.20 N,W I
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A "FOUNTAINS AT SUMMERFIELD
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CONRAD HOMES , INC . V,
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DRAWN: �w�w�. ►�a..a _ �0 -11-1 s V
LAKE OSWEGO , OREGON 97034 �: �� HUGH R. o'REI Ly, p.N. SC/KL
SANITARY SEWER dr FOUNTAINWOOD
0 3 636 - 9322 N cw 9
, � ' :H ' r p v WATER LINE KLAN
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15410 SW Fountainwood,M1 R
FlIE a+1a se-le1.o� 4109E
SIT 95-0044
6of11 ! � �' � �!♦ it
IF THIS NOTICE APPEARS CLEARER THAN THE OCT 6 1998
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HUGH R "m awI LY, P.R. SC/KL 2. R�,u R�, P��1� . t . PROFILES:
. _ CHMEo: NAEVE AND FOUNTAINWOOC► FOUNTAINWOOD 9 a
( 503 ) 636 - 9322 ;�.ic"i�`��M.� HRo _
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15410 SW Fountainwood, #1-8
sir 95-0044
Rt
7ot11
IF THIS NOTICE.,APPEARS CLEAkF,R THAN 'THE OCT 6 1998
DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILI\1EI)
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UNIT ti9 TYPE G I rt• i 1 by
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SITE. COVERAGE BREAKDOWN ° �' �� 5 0 3 0 6 3 6 0 9 3 2 2
TOTAL SITE.; 48,221 sq. ft_ le_95 2280 sq. ft. (dedication along Noeve)
NET TOTAL. AREA 45,941 sq. ft.
BUILDING AREA 15,526 sq. ft. 3496 1
PAVING/G6NCRETE: 12,233g. ft. 2896
TOTAL LOT GOVERAC"E 28,4,6:2 sq. k. 62% < 80916 max. allowed I
I_ANDF,GAPIING 17,479 sq, ft. 38% , -,C 1 min. req'd ti
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