15686 SW Sequoia Parkway - Courtyard by Marriott L�
ID
m 18 FIR
St ur - .moiw }
E ��G �,. MINMUM - - - - - - -. - GRAPHIC SCALE
ill fill � . . .
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�taar r arcs � �"va 1 � � � Q
_ IN 1 40 so NNW
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6 " +� � , � � 1 1 1 t W lie ar,
IE 178. 65 � � �r o
1 � 1 �, RIM 74. 20 0 4. Cg •, o 1 1 inch ` z om N
IE IN 71 . 70 ._...
E'
�+ �� a
IE IN = 17 1 . 165" 6 RI 181 . 80 4S ' ` � v �- ' g
IE 171 . ( 15 IE 79 . 30
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' PLIii 4L c 3 - t tioli Jill 0 Ln
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IE= 174 5 xtt sf '3�" , '�� f �` SEO ' ..� 1 . pE.�L WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY F T
)OW I � .. 14 T. A O IGARD ,
;� -?- 3 GRD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION N
# • i 1 01 TH
E UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. z „ �•,, to
f I*M CO cmS
DS I
r` ,.w / 2. Y� ATERL.IN �..
4lift , „I,,. 1 1 E MATERIAL. TO WITHIN FIVE FEET OF BUILDING. a c �
IE= 174 0 �` �� ,�
FRE" LINES; DUCTILE IRON , . _TITAN JOINT, CONFORMING TO AWWA C- 151 CLASS 5 W U o N
e FIELD INLET r 2 3 fC
_ Cg - T _ST: TEST AND STERILIZE AS REQUIRED BY TIGARD WATERDISTRICT +•••
.., 1 RIM = 85. 20 w: , � r AND m .• "•
! ` E= 2. 70 RIM 8 ` . 80: i U , ' IFORM PLUMBING CODE. � ®4 A P 850
Ln
LLJ C)
3. S . W ITARY MATERIALS: tP! III
.o`''
SEWER
ar
CL f IN TERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE a ►
" O HER AREAS: PVC CONFORMING TO ASTM D-- 3034. .-
ch at 0
ask > +00 .�
01 �;r _ ' . 0 a. �.. Lj
t � . ,� o 1 4. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT
i f
w 1 ,� .�► y , � SF" 1OW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE
I i 1 Jill ;t '
SPACE PROVIDED .
THEY DO NOT SHOW EVERY DIMENSION , COMPONENT
00
AP100
P ' CE, SECTION , JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT,
, . 11 t t , At .L LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED . WITH
EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION .
• 4<
. " � , . ., E STING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION
f j 1 t LL BE VERIFIED AS TO CONDITION , SIZE AND LOCATION BY UNCOVERING,
Pt OVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES
T
f 7 a
t WITH
r n • JURISDICTION , BEFORE BEGINNING CONSTRUCTION . CONTRACTOR TO NOTIFY
:1
€ € ` S v s t f ENGINEER IF THERE ARE ANY DISCREPANCIES.
vi co fill
j l d. - ;' ,> ,� I 5. PPOVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE
FIELD INLET r'r'€ 1 t CI-� APTER 4, SECTION 406. AND CHAPTER 11 , SECTION 1107.
RIM = 186. 50 ••• 0
I DS
IE= 184. 00 • I _ ; ®.. .
6. TERMINATE BUILDING FIRE SERVICE AT 5 FROM BUILDING.
{ . + I 8. 92 .. ` 1 t
17L �' 1 r0 ? (m)
7. CCNTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO
F
. � I CC MMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES.
r '"
lmmassommiIIi
tt t
a -~ 8. E'" ' ECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES .. -
! r , K > .� xir f $ ��,t� "I• ML ST BE INSTALLED AND MAINTAINED MEETING THE DEQ REQUIREMENTS
``; tv,
�s " - COURTYARD BY MARRIOTT iw ! 4� r"` = TH ;�: CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION • AND STOPPAGE OF
+ # ,r„r, , �" � �= CL
WC RK TO ACCOMPLISH EFFECTIVE EROSION CONTROL.
t ' � 1 o R. R. 187 . 0
A
_ A AL 0
1 c� 9. EF`: ACTIVE DRAINAGE CONTROL IS REQUIRED . DRAINAGE SHALL BE0
s
~-- t ! POWER DS
� s CO MITROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT
E- 1792 KAD JACENT PRIVATE PROPERTY PUBLIC PROPERTY AND THE RECEIVING
• • . ..,.
fo S'% *JTEM ARE NOT ADVERSELY IMPACTED . THE CITY MAY, AT ANY TIME, ORDER 1
,.► eta ox.>» ens,
# ra f 0 C�: ' RECTIVE ACTION A140, STOPPA�' � OF WORK TO ACCOMPLISH OTm CTIVE I
� , � �� DS ORNAMENTAL INLET ,�
Cl A
1 1 t f .�. N NTA IN ' fjj �, ,.,
! , , ^4I'. � r. q' ; it i r b - . -r" , _ .�s� 1►/ . . [ . _ arc
Vol
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1 f ' t.-i-.1 I I a s. - ,. M. �„` rill
f
i t . . _
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it iflom Jill
S ♦8
a
>m
} . • rJ�► = 1 -� IE= 180. 06 ' S t ?1 n« _ 10. EX'� :STING TOPOGRAPHIC INFORMATION IS FROM DAVID EVANS dC ASSOCIATES
+ , l . f $ -
#j TC' ; ' OGRAPHIC SURVEY.
, t 1
t - - DS ® S �? r ® g..T % 6A�' Y 11 . PIP 'E OUTFALL INTO WATER QUALITY POND SHALL BE MITERED TO MATCH GROUND
! 1 v
" s SL' . E OUTFALL PROTECTION SHALL CONSIST OF A 10 x10 x12 THICK RIPRAP
1 # ►, . 0 (
6
� , If i r 8 p 0 5X r "Moz ,,. BL .�dKET CLASS 50 ON A 6 BED OF 2 •- 0 CRUSHED AGGREGATE.
13
A4 "Jilloor lab
RIM 182. 70 all 0I
�'S DS � X¢ � 4 " 12. UT LITIES SHOWN TERMINATE 5' FROM BUILDING, SEE PLUMBING/MECHANICAL
f # IE )182. 20 ,'""..-•--� DR , I16WINGS FOR CONTINUATION WITHIN BUILDING, CONFIRM LOCATIONS PRIOR
# # IE= 184. fi5 • TO CONSTRUCTION ,DS
f - } ,
I -- i 6
af l it 43 \ i 3 jar r 1 V
t r X , �@r �. 13. ALf DOWNSPOUTS SHOWN FROM THE BUILDING ARE T
� �-� � � � � � •� .�` �' � L DR ' ,IN PIPES BY 6 " STORM N WITH LD1 G E C NEC ED TO THE STORM
A LINES Wi 2�6 MINIMUM SLOPE.
t r �
f t FIELD INLET � I
1
RIM = 186. 70 ' # 1 �-• � 4
f _ 1 .._.. will IE-184. 70 t t d
h 1If
t � # 1 � fill
jr L fill
TIE= 181 . 46
ko �� I ND
LE . , kms `.
0 _ 1 _ -
k P .. t � ST EXISTING STORM LINE r
c � 1t, ,
1 » "
1 DNC. 2 w EXISTING WATER LINE y ' '� r
LillPOST A '' a S EXISTING SANITARY SEWER �"4,014,
•., j L K0
.. r - - - - - -
IE= 1 1 . 92 ; . , ° � �. f - - - PROPOSED PERF. STORM PIPE
= F. .; • . . t :�; f EXdr
PIRES. 6 3® 95
�j `>° PROPOSED STORM LINE •
DATE:
� , •'i , ---a - . . -•- " - - - --- PROPOSED FIRE WA#0 ISO
TER , ,,,.
/ _
�
1 16 95
w .. ' .. ... ... - o . r= '' '� . �� `� ,. ._.-- _ - _ -• - _ ' �.. PROPOSED DOMESTIC WATER ..
-_-- - -. •, ; of , ,� �, DRAWN BY.
CB 6 . 5X t � � --- PROPOSED UTILITY EASEMENT
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® ✓ .� /
a �i �
. . ., • 'rA�� . • w � * w1!a►M!#! K.. . �► }80 olowto _e_t_ aa. .rrnar. r • assr.ea .,..
. .
i
.: . . . . . ' X: : -•° _ � a ..�s �.*+.7^?"' . ,. :' A'int•4"gw+. . , . j I�/�.nr/.' � •~' �� / SEWER
PROPOSED SANITARY
IE= 184.07lot DHR
r r � �� _._ _ - - - - _ - ._ _ •• CHECKED BY:
�` :Lz. PROPOSED 4 ELECTRICAL CONDUIT
KJK
% .' � ~' . I � f r ..--' .-- //�� G � PROPOSED NATURAL GAS LINE
OWER AULTS 10 ,
� I =1 34 . r► t // '� ..- . 400REVISION
` 0 SPRINKL C OL 1 . •�' � // � = ` �// � �' SDC PROPOSED D. D. C. EDITION
L CLOSING
400
PROPOSED FIRE HYDRANT DATL.:
L ' RIM= 18 .,� �, / _ f�
._.. .t�.._. 'kill� IE= 18 „ '� �r / ...• �� `�' FDC PROPOSED FIRE DEPT. CONNECTION
awl toomo% fill r y II ars• ra.. *ON Now clam Mr wr � ✓ � 41 O tl�' ll .
A A PI L � � „ � , i �� PROPOSED CATCH BASIN `Gee�� �
F
R
1 yPROPOSED FIELD INLETfillS
6e �L �,. � Jill , PROPOSED CLEANOUT "oolooll �`�
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NO
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"� G, 1.w . ,, r / i DS PROPOSED DOWNSPOUT n c�
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DUCED IN AMY UMN
001 , efift -THE MOR W77EN OF IA.EJ*
30 ' SEQU 01 A oll oe toll Jill
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V UMN Ll"Im"T" PLAN "04- 4 0 0 A 0 %4 iffill *#e Jill Jill C:) Pw4L
1 = 20. 0 001 r di 4000,
64P ol fill Ito/ OF
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13.782 500 SHEETS, FILLER 5 SQUARE
42.381 50 SHEETS EYE-EASE' 5 QUARE
/rNattonat 08rend 42-382 100 SHEETS EYE-EASE* 5 SQUARE
42-389 200 SHEETS EYE-EASE* 5 QUARE
42-392 100 RECYCLED WHITE 5 SQUARE
42-399 200 RECYCLED WHITE 5 SQUARE
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