13401 SW BENISH STREET-8 I
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ADDITION AND ALTE RATI0NS : CITY OrIIGAIV a �
PLANNING/> NGINEERINQ Cn U
OUR REDEEMER LUTHERAN CHURCH
EDUCATION AND ADMINISTRATION I
wUO •�~
CIVIL DRAWINGS 0-assail
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13401 S . W . BENISH ST , TIGARD , OREGON 97223 � w
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BUILDING INFORMATION PROJECT DE -)CRIP 1 ION Q *
BUILT IN 1990 PHASE 1 : ADDITION OF A TWO STORY 5084 S.F.
LOWER FLOOR - 2783 S.F.
MAIN FLOOR - 3573 S.F. ADMINISTRATION/EDUCATION WING AND SITE WORK.
EXISTING BUILDING CONSTRUCTION TYPE V —N
LOWER LEVEL ALL 1 —HR. CONSTRUCTION. FUTURE PHASE 2-4: NOT INCLUDED IN THIS PERMIT
1 HR SEPARATION BETWEEN LOWER AND MAIN REMODELING OF THE EXISTING BUILDING AND EXPANSION U �
FLOOR. OF THE EXISTING SANCTUARY BY 338 S.F. AND TOILET Q
NO SPRINKLERS ROOMS BY 106 S.F. � M
CONDITIONAL USE PERMIT `CUP) X002--00002 V Z �
BUILDING INFORMATION o w
i NEW CONSTRUCTION TYPE V--1HR. Q Q
NO SPRINKLERS LLLJ � o
BUILDING OCCUPANCY: 706
I MIXED USE OCCUPANCY: Z
A,C)IV. 3 - SANCTUARY, NARTHEX, COMMONS
DRAWING INDEX z
B — OFFICES ON MAIN FLOOR CS COVER SHEET & EXISTING SITE SURVEY
E — CLASSROOMS ON LOWER FLOOR ¢ cc Q _
A10 PARTIAL SITE PLAN
Cn
A11 PARTIAL SITE PLAN w W n o
PARKING INFORMATION _ Q ,Uj a z
CIVIL DRAWINGS LLQ " m
REQUIREMENTS (1 ) SPACE FOR EVERY (3) Cl DRAINAGE & UTILITY PLAN z ® G) a
SEATS IN THE SANCTUARY:
C2 GRADING & EROSION CONTROL PLAN! z 1- Cris
202
2 SEATS/3 —— 70 SPACES C3 DRIVEWAY, PARKING, DETENTION POND 0 'Q
(4) ACCESSIBLE SPACES PROVIDED. C � _ O
F-
4 SECTIONS & NOTES � _ � �
C5 DETAILS 8c NOTES o O W V M
BIKE PARKING: 4 EXISTING & 6 NEW.
REVISIONS
1
2
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- CITY of • r
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CRANE CT J - W N —
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DATE 09/12/02
p�- CUP2002-00002 JOB N0.
�u TEM IN O 2- p I MORNING "ACCO — -
RISE rn � DRAWN 1p 4
N�
APPROVED
CRI T - - C — OUR REDEEMER
F z
T LUTHERAN CHURCH COVER SHF;=T
LU EXPANSION
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T- -- _ - sr �I Attach .....
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City of Tigard Job Add����� Date;
1
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� By: ---___.__ _hind aUen on IMs h the
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should be vol@•d e0 Iha p•vdopFINd S•rviut OMdOn DRAWING NO.
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ORIGINAL DOCUMENT T-
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�° J7 N UTES L E G £ N- D
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6� j t` WNMDL£ $1. BEMCH MARK. CITY OF TAGARD H.A/. MO. 141. ( Z //Z" SR41S) :LEVATiIr7N = 269.J9. MAI _ c
C.B. = C,ATCN 84SIN w I
!ry 1. CONTOURS ARE AT ONE-FOiOT INTERVALS AND ARE COAMUTER GENERATED. /,E. = INYERT &CYA1lON w
I
J. UNDFiPGROUND UT/L/T/ES AR£ SUB✓£CT TO ACTUAL FIELD LOC'ATiIDN. WV = WATER VALVE'1 or
ALL UT/VT/ES AUY AA7T BE ShIDWN.
/ r G A/ = WS A/ETER
+ -J FENCE TO BE 6' HIGH. � - �
S. TREE SPREADS ARE MDT TO SCALE. G V. - C.IS VALVE N
OWNER 1C COORDINATE I 117 37
NEICHBORS ADDITION I y \
G r�1 LATTICE ON TOP
6. AS PER S/TE ALAN PROV/DED BY THE CMVIFCH. W.M. = WATER METER ori v
G0 t 05" OR CONSTRUCTION
88'16
105
At 1* 105 LOF_NEW FENCE, TYP` I LF. = L/GNT POLE
/ 4�-I�J PROPOSED LANDSCAPE. SHOWN ON LAt LA2 UJI
O.L. OVERHEAD LINES
s
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/48.00' []
/ S.S. - STREET SA;N ^/
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?7. WAW� \ MCR. = WHEELCHAIR RAM-0 ..r
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C-L fC - CHAIN-LINK FENCE
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R &s E.A/ r ELECTRIC' M17rR J
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+ 4 C 7 1' G I / - - HIGH WATER ELEV=239 (SIZED FOR
C n - - - - I
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PLANTER. TYP. -- -_- FOR NEW PAD -- - - _ -` - - - �_ -
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\ b C z - AREA OF WORK PAD MOUNT XFMR Y / - O
REFER TO CIVIL DRAWINGS FOR I -- - - T O W.-245 - U
\,\ SITE GRADING, NOT LIMITED TO LOCATION TO INCE 1 _ 1 1 _ _ 3 � O
C 2 �` IRIS BOUNDARY FUTURE ADDITION - Y J
All n INTO CONSIDERATION- 1 - c _
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% -T-` � SERVICE BOARD - 'CABINET
~ \ I R 366 -0" C I do 200A BRANCH do METE j �,,- ,�qy 1 ` REVISIONS
PANEL ` 1 _ -- --
A'1'to /.E.=n1.4 \ I 47 - - - �4 C I \ NEW (6) SPACE - 1�
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I � "� _ i � � � ` ! ` _ - _.._ -J _ DATE----... 8/12/02--
I JOB NO.
Aw. COR DRAWN TD
Rro CONDUIT FOR ` - -- `j E2Y 0.9'
Z 6'I►. - -- - f H.C. I \ FUTURE BACK FEED 1 'SD I I + APPROVED SZ
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4 FROM EDGE OF - -- -
MAIN FIL LEVEL 2.65' - - - I C10yP.
6U5%RXn? T C OWER FL LEVEL 802.19 J 1 I I IW2r0.4' SITE PL•\N
COURTYARD
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REVISIONS
DOUBLE - DISABLED PERSON 1
A11 SCALE: 1 = 20 — 0 N {�— 2
PARKING SPACE �'''Z�� 3
REFERENCE SHEET A10 FOR I
NOTHERN PORTION OF SITE PLAN 5, /2 R
DATE 8/12/02
JOB NO.
''2' 3" VAN—ACCESSIBLE I " c c l '/2c _-9'_ " PARKING MITM O.M.V. TD
DISABLED PERMIT ONLY I8• PARKING WITH D.M.v. ._ 5/6, DRAWN
VIOLATORSIN SUBJECT To DISABLED PERMIT ONLY T— V16, APPROVEQ SZ
TOwINC UNOEFi
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ua To •470 UNDER TOWING UNDER '/16 n
ORS en.615 ORS 811.620 AND FINE 3/8 PARTIAL
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BI RACK
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R16' �- SCALE: 1"=20'-0"
0 CID
z CD �,� -- ---- Painted _ 3 0° T'�P S;an Bockgroun d: Blue - .
BO (0 _�-- Sign Background: Blue
cn cv CTR LINE NEW C Stripes ,
CD CONC.
OF BRIDGE I sign Legend: write Sign Legend: White
C v WALKWAY
`O ``- `-- CONIC. -
r., BRIDGE I 2' T y P
N 17
� I
OR-A10-Site.dwg
23'-11"
CT
E �f
The Disabled Person A r r; s L K
Parking sign is used to designate o The VAN-ACCESSIBLE sign ,,hall with only be used with sign ON20-68 �
parkin space for vehicles with a DMV ,
9 p permit as stated. to designate these parking spa,-es that have on 8-fcv�t aisle.
This is the standard sign for use off the State Hi;hwoy System. t' PORTLAND, �QN
24" miry.
0 p�•
91 DRAWING NO.
K`2E N hAR GSD DTL PLAN
ALL STRIPING AND PAVEVENT STENCIL WHITE
A11 SCALE: 1 /8" = 1 '-C" N BLUE BACKGROUND AND Bl-I_�E PAINTED CURB OPTIONAL OREGON STATE HIGHWAY OREGON STATE HIGHWAY DIVISION I G AY _
Benish Str. 13401
- - SIT2002-00024
F i t h e r but rl o t b o t l' Approved By: O.T.C. Dote: I/92�Publixtion of 3/54 Approved By: O.T .C. Dote: 1192 Fublicari on Date: 1/92 3 of 8
NOTICE: IF THE PRINT OR TYPE ON ANY rrr l l r III III Ili Ili III I I III I (I Ili III III III 1 1 1 1 1 1 Ili I l r I I I I I I I I III III III III I I III III III III III III III III III I I III III I I I I I I I III III 1 1 1 1 1 1 1 III III I I I I I
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IMAGE IS NOT AS CLEAR AS THIS NOTICE, -1 -- 1 - - - 1- - - - -- l ---� - -- �� - -- ��-- - - -_lU
IT IS DUE TO THE QUALITY OF THE No 16 �; :- -'-�^ r
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I
PCM
r..,,, t � Kms..,...... _.. .. RIM H 243,00 SAN MH (E)
CENRIM = 241.4
TERLINE OF INV. IN= 241.45 (FROM SOUTH) INV. IN= 1.4
228.6
'
`hK ;' BIO SWAL.E INV. IN= 241.16 (FROM WEST) INV. OUT= 228.5
INV IN= 241. 16 (FROM S. W)
�G INV. OUT= 239.00
[-STORM MH (E)
'� ( ? •,...•� 0' r�-__ RIM = 24 .0
L .• y f RIP RAP OUTFALL INV. INV. IN- 234.3
OUT= 250.57 8" M0' RAP \ � INV OUT=
,'34.2
� EXISTING DITCH
16" DEER- RIP RAP OUTFALL
t INLET TO BE USED
LOCATION OF<'EXISIING WATER LINE INV. OUT= 237.0
I BUILDING PAD FOR TO BE VERIFIL�f3''BY CONTRACTOR `�� ""� _ 8" RIP RAP 16" DEEP OUTAS OVERFLOW
ETR L W
REL DCA TED STORAGE�GRAGE
' PRIOR TO CONSTRUCTION. - CHECK DAM-- �� I 160 SF MIN. DETENTION POND
STRUCTURE _. ' J
HB , �• ' _ - HB r_, PER DETAIL I OVERFLOW STRUCTURE
�
, ,• . _-_- - _' yy --•. ..�) 5/C3 (T YP.). t" CXR 00 C.7U C7C7(7C�UCa 00 CJO 0U OCA
-•� ��, _ OUTLET STRUCTURE --�
. .�' cr_ '-�
250. 75 �•d.P. y - --•� (w1 S\o o�c � �- ---� ���e,. .
- _ SYMONS ENGINEERING
Ln W A WWA C900 I.E. 245.20' T.O.P. �' �'•�' - / '' ` S
_. s�0 A� `' _s ' CONSULTANTS, SNC.
a ---C9 #3 \ � .0 � s r� h
a0 "' 10 DITCH INLET PER n
RIM= 257.80 , SS
DETAIL 950/C3 > o / LOW FLOW CHANNEL
INV. OUT= 255.1 C (6 ' PVC) C5 RIM= 24;3.50 CL o Sr
1 , .. INV. OUT 241,30- ' II /
12805 s.e. foster road
I .= .•�I\ _ l EXTENDED DRY DETENTION ortland, or on 97236
1`"'� � �`` • CATCH BASIN PER -----.-- \ ^} � C� _�� �
POND
239.50 HIGWATER
FOR(SIZED o hone 503 7601353
DETAIL 7/C5 HB IwJ ( I ALL FUTURE RUILD OUT AS
r h� SHOWN) facsimile 503 7621962
-- ----
\•� PROPOSED BUILDING
(FUTURE)
Q
C5
I f CB #7 (FU TURE)
C7 --
\, � 3" AC PAVEMENT PLACED-� N-- - - RIM= 245.52 /
AARA�(�l TABLE IN TWO 1 1/2 LIFT ON CB #2 f INV. OUT= 242,41 6 PVC)
AD #1 6" CRUSHED AGGREOA TE "- - RIM= 258.37 E' Nir
RIM: 252.20 BASE FOR TYPICAL INV. OUT= 256.23 (6" P C`� (!`llr (r !.� 242.40 ( IRE T.O.P.) �' 9p-saso 9 �gSF,"E I DRAINNT04REMAI NORATED 4v 9�����
\� INV OUT. 246.48 PARKING LOT PAVEMENT n�f I.E. 242.9 (STORM)-
1\ I SECTION SEE DETAIL 4/C�i! 7 b R IQ L r
AD #2 /I\ v r' /L SAN MH '� �s10 �RE o
RIM: 252.0 (� h - �- j L/&
ti
` INV IN:2. 5.87 I t ~, -. Q RIM = 245.5 -- yy EXISTING AREA `f' PROPOSED RETAINING �r� 190,
(� INV IN= 235.5 / �,� cn
l>> INV OUT:245.87 `"' N r �j V ---
�, V INV. IN= -235.-4• � DRAIN WALL
I � (FUTURE-REQUIRED
-- --
Cf Gtr INV. OU 235.3- Fi FOR PHASE 3 ONLY
f AD #3 ` _ CB #1 ��, �... T = ) RENEWS 6/30/04
f R;M. ;52. 10 --1 (�IA - 259.60 CB 6 FU TU 0.W.-245
INV IBJ:251.3 , W NEW FIRE HY Af;VT PER - -- INV. OUT= 257.40 ( ��� I.E. ATE TING SEWER
l ( ) QR / -� RIM= 24= 2 LINE AND XISTING "1
INV IN:246.00 (N) DETAIL 6/C5 '•,; -- � a o R I INV. OUT= 24 .35 --- r- - "- PARKING � t�TlJRE CLIENT
STORM LIN�_T0- BE
INV IN:245.C�0 (SW) __.` � � -- .,t �_`` I _ _� I.E. `_r 242.25 ORILONER.
1 INV OUT:245,00 252.00 T.O.P. CONTRACT R TO VERIF
AD #4 QICYCLE RACK 244_40-------_- PR,'JR TO �i---- THRUST BLOCK ZW / A TES
RIM:252.20 PARKING LOT LIGHT E. 251.67 ST U,6" PVC _ CONSTRUCI�ON. ', ______SEE DETAIL 5j w p'� THU�I1YI/r+,N
INV OUT. 245.21 I (TYP.) -__ -- S=0.01 STORM MH(E) - x''-24 75 T�P. II ��-�-- -.- _-E YP•) HB 1�. �UYVr!
AD 4 RIM = 246.1 CO rY" �1_ __ e- OR 972N
I # LE. 244.65 INV. IN= 239,6 _ W - I �M
4" ADS INV. OIIT= 239.5 _ _ --- 6" FIRE LINE I 241:-7� T.D.P. _
�\ S=0.02 c
NEW SANITARY MANHCJLE
I
1 . EX STING HUGE
/ BBB (T YP.) 1
I� `�:• �; �.... �\ � RIM: 348, 75 _-._._-------
INV IN: 240.88 (NEW)
�•� _` 4" ABS "? F- NEW FIRE HYDRANT---PE
N INV IN: (EXISTING PIPE) DE'T IL 6 C5
S=o. R -- PROJECT
t ! N 1"4 V CU I: (FISTING PIPE) i RECAST VAl11 T I.E.E. 251.5 7 `r
/ WITH DOUBLE
�� --T-- f AD #3 / PVC S-O.v2 MINy CHECK BACKFLOW
`1 � P N NEW SAN LA rERAL.
�, N PRE''EN TION
O' ? NEN / / _-.=- DEVICE , OUR
1� I5' WIDE CONCRETE -� D� i; Q f CMINISTRATION...._ _- ' 1 - i
SIDEWALK SEE DI-TAIL - --" r ,`� v c�� 6'IILDING J Z5 60` FIRE LIN c.>
SEWER LININ EXISTING
• 9 5
1
loe . 011 /
�� 240.88 OR LOWER
LUTHERAN CHURC
EXTRUDED CONC'R TE / A D # N CONTRACTOR TO t / - , BL OVOFF (E)
'\ CURB SEE DETAIL � ...._...'._.._.. � j VERIFY PRIOR TO
`- i
f
- -
�; 3/C5 ~�-� AD #141, �gS _ ^q i' _'�_
Oc FF-252.2 _ _ ... .
5,0• I _ SITE EXPANSION
CAP FOR FUTURE I QON,STRUCTICN. i � w
NEW EXPANSION i I / CONTRACTOR TO LOCATE EN1 OF ` SITE ADDRESS
o .. o ?OPOSEG BUILDING
/ 6 WATER MAIN AND PROVID�
� /: � J I (FUTURE) � /
AS-BUILT DIMENSIONS OF PIPED
SEGMENTED PRECAST 12" 1 UNE DRAIN BY ORPLASlI OR 1 S.W. EENISH STRE
I
'•� ';, 1 RETAINING WALL. CO l/ CONNECTION TO CHECK VAUL T,
---- � s APPROVED EQUAL. SEE AREA DRAIN � I
< HEIGHT VARIES FROM /TABLE FOR INVERT AND RIM ELEVATIONS. �{ w = w i' _ ( J 1 CARD, OR 97223
EXISTING CHURCH BUILDING
FF=262.65 / i zc� m / 1 , __ ,_..... .......
/ J ; _. . _....__. _._ .. ^•'J;;JlR:fLT. SHEET NAME
METER E
WALL DRAIN
4" PERFORATED: r ( ) � s
GAS E / �OCAT�ON.`OF.. EXISTING '• 1. I t T"`�"'rr ~ V~ DRAINAGE
ABS 1
WATER stRV,10E TO BE UTILITY PLAN
S-0.00 -' i � _` _, .,� Iv
TELEPHONE RISER
- ` ...C' � .� .1/ F� B1� CONTRACTOR �r 1 °-1 STREET
VER FI •
IE: 252.00 .. ...•�.. ._ I �N _
NEW EXPANSION ; �� =-1 - PRIO� To-"CONSTRUCTION. B�N S H ••••• ..:
„ �yI[ I- i S. W. ...
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r. .
: ....: -„
-
-� " ! I € EXISTING IF2 TGA ION- `�f - "- �~.:. -:•�:..�-�,-�_- , :• 2/502 1S l.tD F T
REVISION
-�,
�I S OR �, ,C.J RE l'1_U'
DOUBLE CHECK VAL VEJ NORTH
t, `1 3
A2114102 ISSUED FOR C.U. PERMI T
' , FH
_......_.. _... �....._...._..._...._...._...._.
....... ...
r
1
V) it ' / ) \ rA6114102ISSUED FOR CLIENT REVIEW
r ' ( O�� 7/16/02 ISSUED FOR CLIENT REWEW
IRRIGATION
I `a. CONTROL VALVE ?)�'� �- t II f , ! 1 1 8/12/02 ISSUED FOR PERMIT
LEGEN
LOCATION OF NEW UTILITIES SHALL B I I " ' -- - SS - -- --" - -- EXISTING SANITARY
STAKED BY SURVEYOR USIN AN I
SS
PROPOSED SANITARY
ELECTRONIC VERSION OF TH APPROVED �'', 1 �, c�3 -- -- - --- ST--- EXISTING STORM
ISSUE DATE AUGUST 1Z �2
5.
u ......
i COPY OF THIS DRAWING.
_ SRA WING.
- ............... : •.,::. PROPOSED S TOR
M
l EXISTING WA TER DRAWING FILE 22Q�V11'G
_.. __.. _.. f �� I I
_ __...... ...._......__.... . _:-_a, • I 't,,,, W PROPOSED WATER ,
Q 'f - ' ■ EXISTING CATCH BASIN
�? �,.>' - ��^- GAS VALVE (E) ■ PROPOSED CATCH BASIN PRO,,,JE 2
R n_._ - -LEPHONE RISER ,...,,,� ..,; ......... I`I
CT NUMBER
, PROPOSED FIRE HYDRANT
(✓ ` '� ! `' ' I 1 • PROPOSED THRUST US BLOCK SHEET 1
D AINAGE / LMLFr, * PL C°� EXISTING MANH��LE
�•.` Lf)
O PROPOSED MANHOLE
fiCA��E: 1 = 20 T
�` ` o HB EXISTING HOSE BIBB
1k WA .R M,ETtR (E) } r_. L ? 1 3 T.0.P. TOP OF PIPE
OF 5 SH
--_ - -- ---- --- -- EFTS
.._-_........._.-..........�........._._.------._._. -.......... t
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:: w•,,..... .....
r-....... ___ ........__......._ ::...: � ... .
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ITIS DUE TO THE QUALITY OF THE No 36
_. ---T 1_2
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.-WATER QUALITY/DETENTION
`, (��� j / // it 1f 1 1 ! ! ! „� \ f�M •', �� '► , _ POND
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A
SYMONS ENGINEERING
�L57.80
CONSULTANTS, INC.
c
.. .... ..... .
12805 $.e. foster road
.00I portland, oregon 97236
phone 5037601353
59. 1
k C
'I facsim;le. 503 7621962
, ��, � `�...� � � i � . \ ! IIS 11 ', 1 � � I ' I ' , \� ?'� ,�� ? �
256.0
T.O.W.
X,
PIOBAG INLET
PROTECTION (TYP.)
PR
257.0 PROF
kl' I
ru\
T.O.W. G I NP
258i68 4,, s,os i 41
260.�A
i 1 2
25 1
6 (D
258.0 E 0
Tti
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. 0
_T 59.0 771
• IEWc� 6/30/(j,+
T.0.W.
FINISHED FLOOR ELS VATIOIIJS I I + X
FOR NEW A, DDITICN CLIENT
LOWER ENTRY=249.,19
1ST FLOOR=252. 19
IU9
2ND FL00=262.6 5
T.O.W. ZAK MU.ER ASSOCiATES
6
� 'y 9 2W N.W. THUFUM
261.29 259.72 T.0 W.
-60.4 259.60_ BM EL=246.10± PORM.AND, OR 97W
2 STM MH RIM
N 503-222-M
260.6
8
6 --1 26UQ6.77
261.40 F7
59. C3 .53 260.48 . T.r)r� 9 PROJECT
`.'GRA
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t 26
261.0 L E;,CONSTRUCTION
0.1� T. -W. --T6K 3-14AIC3
260.1
26C 0
RAMP, T,.0.W.
`` \ 1 I C3 OUR REDEEMER
60.65 __J
255.29
2§ .7 6 2 TOW
LUTHERAN CHURCH
'� _ 0 255.29
T.O.W.
262Z89 21 0 - --
257.0 ............ . ...... SITE EXPANSION
0
SITE ADDRESS
2
13401 S.W. BENISH STRE
1111117ET
L \ ... ...
TlIGARD, OR 97223
261, 0 1 / ' •. ,,, �\ � _ , r._ '. ,,` _- ,• ._._
`7.0.W. 260.0 ..........
Ilk. T.0.W. SHEET NAME
-------_-----
-----------------
GRADING
ry
EROSION
CONTROL PLAN . ...
.. ... . .... TFREET
ISH S
BEN
.........................
264.14 S ,
REVISION
..................
'3.
...... .....
I IEN T REVIEW
...... _....._•..._ .....
2 b.3.6 4 L ....... A6114102 ISSUED FOR C
2 3.12' E
1 7"7 7 7116102 ISSUED FOR 1�1 /ENT REV.............. A
... ..... ....177 %
Z
'.1 \
01 1 �\ A8112102 ISSUED FOR PIERMIT
I" FH
...........
. ...... ......;:;:""
..........
..••-... .•..»_...._... ------................
L[!2ELj0
lb\ ISSUE DATE ALKM 1Z 2W2
910 BAG INL.ZT PROTECTION
PROPOSED CATCH BASIN DRAWING FILE 2202=WG
TEMPORARY BENCH MARK
1 -L e j I � .wt"f PROJECT NUMBER 2202
1 �, : . ;,F \ _. '` x EC TION CALLC." -OU T
ti
SHEET7 2
li
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�?LAN
xxx.xx
PROPOSED ELEVA TION
SCALE: 1" 20"
I\
A
n a tri fin
jl. 00' OF 5 SHE I
Benish Str. 13401
SITZ 2.0024
............
01 5 of 8
NOTICE IF THE PRINT OR TYPE ON ANYIII4, )te_ koil
IMAGE IS NOT AS CLEAR AS THIS NOTICE, 13 4 6 1;2]
IT IS DUE TO THE QUALITY OF THE No.36
ORIGINAL DOCUMENT02; 8 0 1 1 8 T, Lip
�L:+tailfil�lW'-•cpM':•5:'.I'r..'..: ....;tVl��rWO(l'� .. .
V
SEE DRAWING NO. 260
L FOR FRAME AND GRATE
- ----- - n1 - -- A
265 _ _ _-_ --- __ _ 265
BRIDGE DECK, El
C)�---��
DESIGN BY OTHERS LANDING
0000000000000000 0000(:X)
260 _ - PRECAST -- - -- - 2so SYMONS ENGINEERING
E-CUM A, - - - CONSULTANTS, INC.
RffAWNOTE:
-- -- -- GEO REINFORCEMENT REQUIRED WHEN BACKFILL Or UPPER
_ WALL EXCEEDS 4: 1 SLOPE, OR BACKF ILL IS WITHIN PLAN
255 `=--=_ _ _ _...—__ _-_ - 255 INFLUENCE OF PAVEMENT OR SIDEWALK STRUCTURES.
_-.-._..-..______.____.._ WALL DRAIN GEOGRID OR GEOTEXTILE IVTH A WORKING TENSILE -
— _ s e Oster road
STRESS OF- 400 LBS PER FOOT OR GREATER. MAX 30 rtla 36
...-__. -- ----- - ---- -. P AKIN ,0 m � o - a po nd, Oregon 972
> DITCH — phone 503 7601363
BOTTOM a -- — facsimile 503 7621962
3 `LANDSCAPE FILL �- v .n D
1 s.r (ODAX.
x
WALL SECTION ��6"-9" OF PEA GRAVEL IN MAX.
4 FILTER FABRIC ENVELCPF a MAX. -
SCALE. 1" = 5'-0" zzoz° z ;JI GEO REINFORCEMENT, SEE NOTE. -- - a
MESA STANDARD a o_
PRE-CAST SEGMENTAL K' --- - ° oo T a o0
WALL UNITS PROF,
3.00 MIN �.� c — \ �' O
• ��� �1N�,
011 2--0" 2'-3 3 8" I OREGON -
.. 6.. -- 6.. I _ v
PROPOSED
COURTYARD l 1 �,' SECTION A-- A SECTiON B — Q
265 _.__ _.__-__..�_ .__. .._ 265 I ��
NOTES: RENEWS 6/30/041
42 GUARDRAIL,
OTHERS
4.00' DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-478
r L)ESIGN BY UTHERS - r � --- —
T- \� 8" OF 3/4" COMPAC ED BASE MATERIAL CLIENT
-- - -ASSUMED INFULENCE.
OF UPPER WALL
1.67' DITCH INLET STRUCTURES FOR PIPE SIZES 24" OR LARGER TO BE PRIOR APPROVED
_- RETAINING WALL - -I 3"
PERFORATED DRAIN TO STORM SYSTEM ,r
260 --- � - �_. ....._ ..._ ._. .... ____.. _ _._ __..-�_....—._..._..- ...__..___ /,�-.`.____ _ ..___-� - - -. 260 0 � PRECAST = MINIMUM WALL THICKNESS TO BE 5 J�.IVi�'t i G�7
ZM / MU-S A�
TAMPED CRUSH.-D REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 'DR WELDED
-� ROCK 2 1W WIRE MEETING ASTM A4�7
- - - - PO"LAND, OR 97210
X55 - _ _ WA RAIN_ 255 RETAINING WALL SECTION -- __-- ___-__ - --?2z--
LL D
� zzozo-��-�rT-wnu
SCALE: 1 2 - 1'-0" •
- _ unified
- ` - - DITCH INLET sewerage
PROJECT
4 agency
DRAWING NO. 250 _ _ -- - ._ __ _---- ------ ---- ---- ---�
3
WALL SECTION
OUR REDEEMER
SCALE: 1" 5'-0" zzoz0-z
LUTHERAN CHURCH
SITEE' XPANSION
4]
SITE ADDRESS
EXISTING SURFACE---- _ _ - _ -- - - - -- - - -- -_--- - -
265 -. =; - - — - ` - - ---- __- ---- --- -- - - --- ---- --- - --- --- -- - - - - - - 265 1� S. W. BENISH STRE
_ - _ - --- - -- - --- ---- - -- - --- -- - - - - - -- - - R 97223
-- - — -- -- — — —_ -s 0
_ _ - - —}
---- -------- ----- _-------- -. ___..---------------- -- ----------�--- ------ S-0.02 -
co - - -
__. . _. - -- _ ------ - ------- - _. ._..__ _._. . -_ - -- -_------... _ ... _ _. -- --~ L -� �� _---- - -- ------ - -- ---- --RETAINING WALL - --- - -- -- - ---- -- - --
2so - -� - _ --�- LANDSCAPE 260 SHEET NAME
STRIP TOPSOIL �!_�� =_ _ - ~ ENGINEERED FILL
(APROX. 6") .....__-_- _._._ ------ ----- L- _�.�..==���_ _�- - ' --_ -------� ----- --- . ---__ - _ ___ - _ - - - _ _ _ - DRIVEWAY, PARKING
2 f, _.. _ _
.. .. ..___ ..__.._ .._--....... ......_..__.__._-.____.__ -- - � -_ - - - - --- - - _ 255 NTIC�►N POND
UfA
- ----- ------ - & DETTE
___._----FLLED BY PROVIDINGEPARE AREA TO - ---- -.__._ �.a' -- -=_-==�7 -- -" - -- ---- - -�_ - - - - - - _- _ - WALL L7RAIN - -- _ SECTIONS IONS tgC NOTES
REVISION •
6/14/02 ISSUED FOR r;"_IF.,UT REVIEW "° •
PARKING LOT SECTION -
WATER QUALITY ,._ 7/16/02 ISSUED FOR �'LI EN 1� REVIEW
1 SWALE 7 +,
SCALE: 1" = 5'-0" 2202D-2 - -1 - - ' - - - ------_- 1 - 8112/02 ISSUED FOR F-L MIT
EXISTING SURFACE --- -
265 _ __ _...� - -
- - - __ _ _ _ 265
_ -- --- - --------- - --- ELEVA nnw
-� RIP RAP ENERGY DIRECTION
_ --- -- -41
DISSIPATING CHECK
- --- � OF LOW
- F
DAM
=- -- - -
- - - ISSUE DATE AUGUST 12, 2002
� STRIP_ TOPSOIL -- -' -- -
260
— — — — —-- — _�;�N�Il1EEf FILT- 4 _- --- 260
� LANDSCAPE FILL _ _
`- - RETAINING WALLS, HEIGHT - - - DRAWING FILE 2202G2DW(3
- -' - - - RANGES F OM
PREPARE AREA TO BE
-- -- . - -- - - - - FILLED BY PROVIDING — --TD'--_ - =" ` -- --- _ PROJECT NUMBER
255 - r- - -.-- -- -- - - - - - - - - - �. -- - 155
_
OTTOM OF SWALE 2204,
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p' '.v . a - ' . D. >' ° ' •a : � •v •' NTS
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SECTION A—A 2.3Q R%1e IFN
F'ORTLMD, OR 97210
D I H I N E E T 503-222-9158
NTS -
Gravel Construction Biof'ilter Bags
TECHNICAL GUIDANCE HANDBOOK Entrance TECHNICAL GUIDANCE HANDBOOK Temporary PROJECT
Detail Dro-wing 3-1A Detail Drawing 3-7DNLTE:
OUR REDEEMEER
'q �" H STAKING OF BAGS MAY BE
\ I REQUIRED USING (2)1"x 2"
WOOD STAKES OR APPROVED LUTHERAN
CHUhl..._f
EQUAL PER BAG.
NON-SHRINK GROUT �
I STANDARD CAST IRON I INLET OUTLET \ � SITE EXPANSION
FRAME AND COVER
STANDARD MANHOLE / JST
_ GRADE RING
SITE ADDRESS
4.. MIN.
—// ,, ,.►:e .•,,;, 13401 S.W. BENISH STREEJ
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FINISH GRADE TIGARD, OR 97223
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• SHEET NAME
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v e ••• °:: MINIMUM OF 6" AROUND ..'.
' e ••• °`— , �� DETAILS
CLEANOUT
12 2"
STD '��. AND
1NOTES
• �'•' ;; REMOVABLE WATERTIGHT CAP .o•"
:.:.4; PLASTIC OR DUCTILE IRON 1run�
° aREVISION
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—�- OUTLET ••
° • e • \ _ Q 6/.4,/02 ISSUED FDF, CLIENT R� kV
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\ • .,e: ° o18" Q 7116/02 ISSUED FOR CLIENT RFVIFW
• • • SECURE TO MH WALL WITH \ / /
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ISSUEC F ''F? PERMIT `•
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•• Sz_. y o� •� •• _ 5 PROVIDE SPECIAL DETAIL I_>1 ,A, _ 6' OVERLAP
' • TYPICAL
Mlr4 ISSUE DATE AUGUST 1 200
CONCRETE ENCASED :�• '
BOTTOM OF WYE • ° ;• • — \
3/4"-0 3/4"-0
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SUMP VOLUME REQUIREMENTS / DRAWING FILE 221D2C2.DW
_
SECTION A-- A SINGLE FAMILY RESIDENTIAL 3.5 CF/ACRE NOTE:MULTI FAMILY RESIDENTIAL 22,0 CF/ACRE PT, 'A' MUST BE 6' PROJECT T NUMBER
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NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 45° BEND IF CONCRETE PIPE COMMERCIAL/INDUSTRIAL 94.0 CF/ACPE MIN. HIGHER THAN
S_ EC_T- I ❑ N A - A S'HEE74
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- unified WATER Q U A L-1 T Y u nified
STANDARD CLEANOUT sewerage MANHOLE sewerage B'Iofilter Bag
agency agency TLCHNICAL GUIDANCE HANDBOOK Ditches and Swales OF 5 M7
DRAWING N 0. 150 DRAWING N O. 51 5 >w�..�w■.
_ _ - � Detail Drawing 3-3D -
Benish Str. 13401
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DISGY
SRPATER --- INSTALL CAP WITH 1-3/4" ORIFICE _ __-- _ .. ----�_-�_ -------___--_ CONSULTANTS, INC.
NOTE: EL=233.46
DETENTION POND SECTION (E-W) 20Y YEAR USURFACE LEL fVAT TIOON FOR 7P4HA SE ONE
1
22020-4 n 5 YEAR SURFACE ELEVA TION=237.95 12805 s,e. faster road '
10 YEAR SURFACE ELEVATION=2- 3.07
SCALE: 1'' = 5'-.0"
20 YEAR SURFACE ELEVA TION=238.25 portland, or Pon 97236
,r'f
fE 100 YEAR SURFACE ELEVA TION=2.38.4 / A.C. PA V'EMEN T 1 1,12 MIN.
EXISTING "�
/ __ TO 3" MAX. PER LIFT phone 503 7601353
facsimi--
- -
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3' owl - - _ EXTRUDED � z
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DU T U LACE WEAK PUMPING O Z y 1qc'
"., AREAS WITH COMPACTED 1 1/2"
DETENTION POND SECTION CN-SJ MINUS BASE ROCK PRIOR TO BASF_ ROCK
2 SCALE: 1" 5' 2202D-4 RENEWS 6/30/04
THRUST BLOCK NOTES: EXTRUDED CURB TYPICAL ,...
1. THIS DRAWING IS SCHEMATIC 3 2202-D12-•zlcurD
2. PROVIDE CLEARANCE FOR BOLT REMOVAL A.C. PAVEMENT DETAILCLIENT
3, THRUST BLOCKS: 3000 PSI CONC. POUR AGAINST FIRM EARTHNO SCALE
NO SCALE 2202-D14-ACPAVE
4. BEARING AREAS: BASED ON 225 PSIG PRESSURE &. BUIL 'A�� / � A ��
RESISTANCE OF 2000 PSF -HYDRANT ZAI A
23Q N.W.
-30' MAX TYP pOH A,� rye
-TYP VALVE r�''�n � ��D+ M 97L N
V 1. E BOX
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4.
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RISER DEPRESS CATCH BASIN FINISH �- SIZE GRATE FOR
. U ELEV 1/4 BELOW PAVEMENT HIGHWAY LOADING TRENCH WIDTH A.C. PAVEMENT PROJECT
HYDRANT "� PIPE I.D. OR CONCRETE
DRAIN ROCK -- HINGED CLEANOUT FINISH GRADE ,
2 -G +
30' MAX TYP •: ?LUG OR CAP �y
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ar
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r rr rr
WATER LEVEL f c� o U Q J � o
12 X 12 X 6 TEE / o ¢ � � cL
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LUTHERAN CHU C
(2) 3/4" NOTES o o I) ¢ 0) cn
1 COLOR CODED WARNING � o ¢ u o m � ¢
ANCHOR RODS 1. HYDRANT: METROPOLITAN 250 OR EQUAL, DUCTILE_ IRON _� TAPE AT ELECTRICAL/ J
FINISHED GRADE .5-1/4 VALVE OPENING. FLANGE CONNECTION. � PHONE TRENCHES �, j Cl- SITE EXPANSION
Lj_
2. GATE VALVE METRO SEAL 250 OR EQUAL DUCTILE IRON. 6" s I 1?. GA. TRACER WIRE CL Y
FLANGE X FLANGE, RESILIENT SEATED.
�i d FOR NON--METALLIC d ¢ a' SITE ADDRESS
;•Q 3. VALVE BOX: AS MANUFACTURED BY OLYMPIC FOUNDRY BODY �' m
�D-'' '\ a•.: a �` PART No.: 5--6030, LID PART No.: 5-6038 OR APPROVED I o z Q WATER/SEWER/GAS U Cr- o '
HEIGHT a ��\ \�\ EQUAL. (PORTLAND WATER BUREAU STD. GRIND OFF WORDS - `� PIPE ZONE BEDDING > 0 13401 S.W. BENlSH ETRE
z NOT OVER o "PORTLAND, OR" / APPLY BITUMINOUS COATING). 8" PVC `v MATERIAL 3/4"-0 z o
y 1/2 DEPTH RISER (TYP FOR ALL VALVE BOXES ON PROJECT). GRANULAR BACKFILL a_ w TIED, OR 97223
G ; z 4. SPOOL: FIELD FABRICATE. CL. 52 DUCTILE IRON PIPE (6"), 6 Q m ¢
12 MIN ROMAC FIELD FLANGE (2).
30' MAX TYP -- -�-- '.:�• -
TYPICAL S�'CT70N TYPICAL VALVE 2.00' so �I SHEET NAME
-'
COATED STEEL 10 GA "LYNCH" f WA TER TRAP NOTE: THIS DETAIL FOR PRIVATE ONSITE TRENCHES ONLY
TYPE ;A TCH BASIN OR EQUAL
MIN BEARING AREA (SQ FT) HYDRANT TYPICAL FIRE
PIPE TEE, VAL VE, MISC.
SIZE 90' BEND 45' REND 22-112' BEND 11-112- BEND PLUG, CAP HYDRANT ASSEMBLY TYPICAL TRENCH DETAILS
SF = 1.41 SF = 1.5 F = 1,65 F = 1. SF = 1.35 6 TYP. CATCH BASIN DETAIL SECTION - PAVEMENT NOTES
3 2. 1 1.2 D. ? 0.5 1.4 hydronl.dwq ....
-„ _ _ NOT TO SCALE ....,.' • ..
4 3.1 2.0 1.0 0.6 2.1 CBOt S „ TRENCH3 ••••
_ . _ - --- _. _ _ . _.. SCALE: N.T.S. SCALE: 1 = 30'-0"
6" 6.3 .3.6 2.0 1.2 4.3 •y
_ REVISION .
10.9 6.3 3.5 2.1 7.4
10" 17.8 10.2 5.7 3.4 12.1
12" 25.4 14.6 8.2 4.9 17.2 6/14/02 ISSUED FOR C,_IENT REVIEW .,
;4,; _ - 34.s 19.9 - 1:2 s. 23.1 MISC. UTILITY SPEC IFICATIOW _____ WATER LINE Al10NS
_ _ _ TRENCH WIDTH Q 7/16/02 ISSUED FOR CLIENT REVIEW
16" 45.0 25.9_ 14.6 8.7_ 30.1 2'-0"+ PIPE I.D. 1. ALL NDN-METALLIC SERVICE PIPE RUNS SHALL INCLUDE A 12 GA. 1. ALLOW THRUST BLOCKS TO CURE 24 HOURS PRIOR TO PRESSURIZING LINE.
18" 57. 1 32.8 _ 18.5 11.0 38.1 TRACER WIRE_. SPLICES IN TRACER WIRE SHALL BE WATERPROOF. CONTRACTOR MAY ELECT TO RESTRAIN JOINTS WITH RETAINER GLAND A8112102 ISSUED FOR 0FRMIT •••••
FINISH GRADE -----\\ WIRE JACKET COLOR AS FOLLOWS: BLUE - WATER LINES, OR TIE ROD MATERIALS AS APPROVED BY WATER DiSTRICTjENGINEER.
YELLOW - GAS LINES, GREEN - DRAIN LINES CONTRACTOR SHALL SUBMIT ALTERNATE JOINT RESTRAINT PLAN AND
TYPICAL THRUST BLOCK o 2. BED AND BACKFILL MIN. 12" PIPE ZONE AROUND WATER, GAS, AND _ ,41N ENGINEER'S, _ ELECTRICAL LINES LOCATED IN ROCKY SOILS WITH CLEAN SAND 2. MINIMUM COVER: 36" BELOW FINISHED GRADE. MIN. SEPARATION: 1' ABOVE
5 v OR PEA GRAVEL SANITARY SEWER CROSSINGS, 10' HORIZ. NEXT TO PARALLEL SEINER LINES Q
„ , " ihrusl.dw
SCALE: 1 = 1 -0 q / 3. ELECTRICAL CONDUIT SHALL BE 5CHED. 40 GRAY PVC WITH 36" RADIUS
12 GA. TRACER WIRE / 2 ¢
FOR NON-METALLIC q
� BENDS AND 400# PULL CURD EXTENDING 6 FROM EACH PLUGGED END 3. FLUSH, PRESSURE TEST, AND CHLORINATE WATER LINE UNDER INSPECTION
"{ WATER/SEWER/GAS U OF OAK LODGE WATER DISTRICT. COORDINATE SCHEDULE FOR DISTRICT ISSUE DATE ALQW 12, 2002
r, I � 4 UND RGROUND/UTILPROWDE MATERIAL STY PRODUCTS FORUBMITTALS AND ABRICATION DETAILS ENGINEER'S APPROVAL PRIOR ALL SAMPLING OF WATER FOR HEALTH DEPARTMENT COMPLIANCE.
S PIPE ZONE BEDDING
' - 4 CONC. SIDEWALK { MATERIAL 3/4"-D TO PLACING MATERIAL ORDERS 4. WATER MAIN .SHALL BE CLASS 52 DUCTILE IRON PIPE, AWWA C151
DRAWING FILE 2202C2.DWQ
AC `� o f GRANULAR BACKFILL. - jj 0
PAVING - f -- O1N 1Q z 5. PRESSURE REDUCER SET TO 75 PSI RECOMMENDED FOR RESIDENTIAL
SERVICES TO BE CONSTRUCTED UNDER INDIVIDUAL PLUMBING PERMITS
._� PROJECT NUMBER 220
-
�� ' SHEET 5
COMPACTED .SUBGRADE NOTE.: THIS DETAIL FOR PRIVATE ONSITE TRENCHES ONLY
AND 2 OF BASE RCCK
TYPICAL. TRENCH
SECTION �- LANDSCAPE OF 5 SHEET'S
SIDEWALK DETAIL 10 " iRFNCF�3
9 --- SCALE: 1" = 30'--0"
2202_D1:5-SW Benish Str. 13401
112 - 1 - U' SIT2002-00024
1 8 of 8
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