HomeMy WebLinkAboutS-338001G
4
S
Y3
n
N A Portionj000,� ie N & � 4 ofjt4e 1/4 of Section 8, Townsl�-p N, Range �5 EnDW.M.
rqV o, ¢ RIM 24 •4; ?a 2465: ZV '?v.74
' 2 ' �1 3 i£ 1� CChY' N' 244.Li4 �+ AVE ry# l r£ 11' CMP 12 -2 PER CDR STD DWG 8078
° U rE i6'r, N -S ?Z 69 1 !• F loth Race - - � C s - - - FLOWL/NE f, W Pc S 25079
IE J COAIC S 144.!5x. IE IZ` MP E 25..26 IE 246.2 FIELD VERIFY /
8'r'D. +• f 2383' - - !ADDER FAST Sl0£ FOUn;a BRASS PLUG
if ' CMy £ 244.60 ��
- LAr.'nER REST hZy , W
REFER TOLr W ._ _ - _ - - - W I
Cr ((Kh? L:ti'ER,1 .1 W G MON. /N CASE
RIM 74596 MAIN o -' I 5 8_SLTIER AWN 7 -5 -05 r
rE 12` CMP N76' 2A?.66 -7-715777 _ `� ! -- -- (f
i£ T2' Lk?F S 74_x.71 0 + _ 4 _ I o - _ 120- 12 +50 - - - S - N 89'4622° F (MJ
_ 174.95" M 17500" P
[ 1! "'tr": F 2!376 j 1 �r CONNECT TO W 793.90 C , °o 78.95 (p %(C� f "OL`NO BRASS DISK W �� � J rJ
Q) nt _ - -_i
U (' COORD LOCATION W/ ! I BLDG 3 SIDE SEWER -�� ONC. MONSIN CASF RIM 26227
> PLUMBING DESIGN -BUILD _
� � � ! MIN IE ®PL 252.5 , 7 -5 -06
FOUND (� j .f0 • { I' _ - ;e--�- 2 / MO //V 6ASSE CONC.
N.
_ f 7 -15 -06
� � n /1 l • 1 89.46 22 W 201.1 t •G e • '- � - - - - � CB
I 1 RIM 258.07
o -*-' N / +[�/ I 68 LF 6' SIDE LIM81E R7 OPEN Sanitary Sewer Notes and Specifications
SEWER M 2% MIN FUL1 OF DEBRIS
c O 2 , - i ' 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE
3 (� i
U / �j CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS
~ Zi 11' \�1 /�I° / / AND SPECIFICATIONS.
U)
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL GFE o 'l 'lti`' l / 1 / /i /.f /. // ./ % / / / /// . /. / / / / / / //i / .' /.f,'i/ 1 o5�•5 % CONNECT TO BLDG WASTE. PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
cVp / ` / i ; 1 / I COORD W/ PLUMBING ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
p N p ° /� / I I / I % % 'DESIGN -BUILD (TYP)
.� 254.1 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
N N / GFE 250.5 I C 2519 % 3 CFE 255b I / /
SIDE SEWER INSTALLATION, / 3 Gji - - /, 1 2 / I BLDG 3 , RESPONSIBILITY i0 VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
PER CDR STD DWG 8078 V / I / - / //j / i 4 I q- I,i WN -- - -- - DISTURBANCE.
Li IE23215) I / / t - f % ,1 i I / 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING
IE 232.10 ( / - -•-f- - - _ BLDG 1 - - - - BLDG 2 - - * ' I I GFE 255.5 ! yj NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
! I I PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE
IE 23205 / / 60 � 6 SS i - - 10 OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
t / l ®2 MIN I % � ;CFE 2501 ! CFE 251.5 r -� WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFlLLING ALL CONSTRUCTION.
IE 232.00 / C 246.1 1 GFE 247.6 / 8 I 9
FIELD VERIFY LOC k IE / 1 6 1 7 / I . , -E 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
2 LF 6" SIDE 6 155 LF 6" SS i 891'4 I. AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
j 6'83 2% MIN 4' FIRE SPRINKLER
SEWER 0 27. MIN ' % F
SUPPLY. COORD DSGN 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
R.N 21&TR r/ I AND LOCATION W/ FIRE RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
° ;f 11' CONC S 23123 I I
�+ Z,
If 12' CLAY N 23643 - 139 LF 6" 5S I ' % ! I ; I SPRINKLER DSGN- BUILD 7 PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE
!, ® 0 2% MIN ! i -I 1 i 1 I ,1 bW - 255 T2 OVER ALL OTHER PLANS.
3 Legend BLDG (SIDES ER / --- --� - -- - - I- - - - -- - -� I I ram C8
i / I
MIN I %' PL 1.0 / _ I i , ! I ; 8,at 156.78 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
UIKLXE TO of vv
E-! Z - - - PROPERTY LINE CB RE- SE IX PROGRESS.
� ° FO IRRiGA ON / r %// /
� �M 23 :71 r � / r / WIV iWN + � 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY
rn �\ \, \- PROPOSED BUILDING / I - / , /
® `6`S9�CO 19 LF 6 ":55 I / % / / .I I SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
6 / SEE ETAIL TYP I I CONNECT TO DOM W (SEE LICENSED PROFESSIONAL SURVEYOR.
'S CONCRETE DRIVEWAY PER CDR STD FOD4.2 1 ( ) / ®2X M I /, a ,( 247.7 I 24®.4: I ! /C 252.3 SHEET WIA) COORD
/ "�GFE 244.0 I GFE 245.41 •- / 13 1 14 I I j { ' 15 LOCATION W/ PLUMBING 10. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE
° CONCRETE OR COLORED ASPHALT PAVEMENT `. ! / - DESIGN -BUILD lYP
c D I 2 'n 12 / i T I 1V+ ( ) DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95
STAMPED ASPHALT (PER ARCHITECTURAL PLANS) Z l / i` _/ •e % d DCbu 3F� WNBLDG / PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON
BLry -� A / BLDG 5- - ' EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER
tT V�d �+ PIPE SHAM BE THE SAME AS DESCRIBED.
ASPHALT �� � �4v � j ,
cve �Q / �• II /CFE 2430 I GFE 244.2 / . /CF 2481 ! GFE 247.3 / °. ° o I o- I 0 % i 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
$ STORM DRAINAGE STRUCTURE I I Nv - 2 6,y BACKFlLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT
Ol I = P n I a I \ I I 20 8»•= 25249 SHALL BE NEATLINE CLOT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED
-STORM DRAINAGE PIPE s -1-'�- j / I IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED
WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
e o �1-CONNECT TO SD LINE 3 / ' DATUM SHALL BE CITY OF RENTON, 988 NAVD UNLESS OTHERWISE SHOWN.
LILA
LANDSCAPE DRAIN 4' FIRE PRINKLIIt i� \< I J / CONNECT TO DCVA (SEE 2 0 1
/ SUPPLY COORD DSG / ; I ` ' SHEET W1.1 1 COORD PIPE
AND LCATION / Fl E / ROUTING W SPRINKLER 3. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION 21 SPRIN LER D N -BUILD ` CONTRACTOR OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF
! 0 it' - -- -s- i - i ro( / 2`W CONSTRUCTION.
DOWNSPOUT LINE
c°v �_ O I _ I %L� o/' PAM = 25a6/ 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE
II g d DS _CLEANOUT / _ _ _ - TOP NAU = 25672 WITH SECTION 7 -17.3 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD
` TRENCH DRAIN / - _. _ % +11!� I - AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE
- DCVA TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
N 89'46'06" E (SP)(C) `� 151.00' I " \` % i
WATER SERVICE ONES / I CONNECT TO BLDG 263.37�(C) /CAE 247.3 1 GFE 24 8 / - r - MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPOiffED ON A
DOMESTIC WATER.2 s n, UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND
L / COORD LOCATION �S� f� > L c' _ I BELOW THE PIPE.
WATER METER W/ PLUMBING ' % \ FOUND BRASSY
/ ' / " I 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D W3$;lC�
\ \ ` SIDE SEWER PIPE / DESIGN -BUILD (TYP) - BLDG / - - - i \ i l I I OR DUCTILE IRON CLASS 50 UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. SCN 57
i = a SEWER CLEANOUi / / 3 % 4' FIRE SPRINKLER - �- M I - I 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIM INCHES 4 -06
SUPPLY. COORD DSGN ®i I FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS�H PAVI�
39I SIDE SEWER CONNECTION / % I AND LOCATION W/ FIRE % - -• I • • , 5 I
3 (/ SPRINKLER DSGN -BUILD / Iw ��� 47`���
VERT CONCRETE CURB �/ 2 ; GFE 248.3 ' CFE 249.6 / ' T L- , I { GFE 250A i 1yS 0 � Ql
5r /i - BLDG ^�� �r5�5��L "" 9��9�`��
o
i o y /a,otio
FOR WATER MAIN, DCVA &METERS I - ° I N E 9
SEE SHEETS W 1.0 & W 1.1 I I 1 -� I a ?
i i I GFE 251.3 % WALL INDICATOR VALVE (WIV)
J. r J`� 20 LF 6" SIDE / --;MOUNTED ON BLDG AS SHOWN
M Q Call 3 Working Dayys �" / n = 1 E 7 N/ I( OF 8 BLDGS) h
fi o e
Beforee You DI61 DRAIN MH L I > I 20 o 1b 2D 4o e y
c,y� \�`� 6} •3,a / / R141 221.17 _ CONN T TO BLDG
l£ 12' CONC S 224.2; WASTE COORDINATE 6'�
10 7800- 4246665 1 jj l L� IE 12 CD11C E 224.52 LOCATI N W/ PLUMBING •c 109 LF 6' f I Scale 1A °2��
wnas sne/zooe / / A iE i2" CkP N 22537 DESIG -BUILD (TYP) 66 LF SS 8 2% SIDE SEYr ! - - -
- - - -
3 160.00' (sP)(C) - - - ® 151.00' g 2% M
T� R/M 228.47 / M%t "
LF"D ENGINEERING, Li i I" - I WE 1.1 FOR WATERA Q h
S4N. Mx ll / 226.42 ,l E 10th S°P- MAIN EXTENSION � , FOUND P/N PUNCH IN CONC IN ,Q I 2
7936 SEWARD PARK AVENUE S. RM 22257 I _ Mx -- - lY Lid f! J • = p p D M N CONC. CASE
D - SCN 398
SEATTLE, WASHINGTON 98118 `£ 18' D/ N -S 119.63 e- mac R/M 127.96 - 12 510RM LINE - - -v - -- - - - - - -- - FACE OF ROLLE71 CURE IYON. IN B_4 -06
AE 8' .. °Y7= £72220 Al 8' PH; E W <J211 s __ -- _ S S - - -s - s CASE-
PH:
206.725.1211 FAX: 206.973.5344 ADS v El 2 s LADDER £ASr SID£ 6° S£wER MAN 7 -5 -06
_ 596.88'SSP 596.84' M) �J N_8_ 4844° F_ CALC I
• Checked for Compliance to Cit St d rds [�aN9N N 89'43'24" E (M) ` ® s13sT c4tc
P Y FOUND BRASS D15K STANDARD SIDE SEWER` SN kH v Fit! 25338
• INSTALLATION PER COR � hYM746.99 + C 2"�E260j Zanatto Townhomes 0 -04 -2007
IN W/-X- IN CO,NC MOH: STD DWG B078 if 12' CONC W 2 7 6 8' C„m N 2!668
•�` °' �6j W 6' HAVER MAIN PER PLAN YV - (TYP OF 3) /E 12' CONC E 2 964 _ _ _ - W -- 2210 N E loth St
W -- IE 242.64 CB-� --- J lE 8' CONC N 24052 wac:
�•'d 1 y j -- IE 242.70 R6i% 24759
IE 242.76 ,y'�T� VW746.Ot Fire & Domestic Water Service,
- - SEE DETAIL r�lr if)` - - - & Sanitary Sewer Plan C5 -10
�D w- 33�o�I
5 33e�oL cam) arc 0 10117
117
ROLL