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PRO ERTY ONE- - --- - - - - --
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Q � /N FF =370.42 1 IN FF= 366.93 1 M =364. .I I MIN FF =3 .211 MIN FF= 359.81 �N FF =361.1 rI
N FF= 362.3
IN FF z
0 30,' +39 1 \2 F 76 �\ I
S TEE 1E =365 C� O +ZB - - - _ - - S TEE 1E =35 .9 +73 S TEE 1E =355. �7 TEE 1E= 356.92
v J ;' I S TEE 1E -361.S TEE =35 1,
S STUB 20L S TEE 1E =354. 1 S TUB 20LF
S STUB 20L SS STUB 20LF
N S#C2 lF_= 365.42 ! $S STUB 20L 2,�g !E -3 .31 %�S SiU 10 �S �ST�U 20LF� 29> 1E= 357.32
-2 2� 1E =356.1
GRAPHIC SCALE = ; `- - = -2-/ _ E =354. � - - -k - - J 20 0 ,o 20 b ,'- - - w - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - PAVED ACCESS TO Q�
44 20' Uf LIT i' - -- - - - - - -- - - -- - -- - /- "SEWER MANHOLE Q
( IN FEET) ' too
1 inch - 20 St
-z' $� _ _ _ _ 1 F/ _ _P _ S_= _7.07% 12266LF_ 8_" PV_C -3.0 5% ; _ _ _ _ _ _ _ _ / ' _ _ _ _ _ _ _ _ _ _
SSCOjq -8" -STD. Ino,
4'45LF 8' PVC 1� 1 +00 - L' - 2100 3 +00 J +14 A
NEW SSCO 0+00 -8 LIN57 - - - - - - - RIM-J75. 00 Op. �7 00% / 1 (
IEa367.04 OUTS Y 0+80 20' U /L/ Y ASEMEI�I SSMH 1- 48 " -STD.S 2+37 r
-�� 1 I I SS TEg' /E= 3C l b� I 1+26' I NEW SSMH 1 +97. A NFL SS TEE IE =3 5.71 I \�
I= 1 +85 - BLlIfE
/ SS -SPUR 14 LF S,S TEE lE =3,5L3, �' 50 SS STLh ?ELF SSBTEE 1E= 35707 SSMH 2 48 ST0.
/ I I I 1 / S =2,% IE= 361.661 15S STUB 1,4' LF 1 /E =3 N& 1 S 29 /E= 355.99 1 I # -
O+ 7 S =2� IFr-358.41 �' 1E= 354.00 -OU SS STUB 14LF NEW SSMH
1 S TEE 1E= 364.521 9 1 1 i 10,11 I �, 1 1 1 S =2X IE= 357.35 I 3 +14 - B LINE
I SS S B 364.80 / ' ' MIN FF= 12 / 1 / 4 IEl 358.00 -OUT N
MIN FFr363.41 I MIN FF>- 358.48 11 1 1 MlN FF= 362.35
MIN FF =36� 66
I MIN FF= 369.80 1 1 _ ; +25 1tr/ 1 MIN FF =360.99 1
I , 1 1, 1 1 +27
SS TEE 1E =3 21
o I 1 / , "� I ,' ' I I SS SS STEB 2 LF 4 SS SPJB 14L I _
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1E =353
Q-
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SSMH�3 -48" -STD. f+f00i2'10'W 3MUDD 138.52'
- 0+45 1 B /N �L 195LF 8" PVC
R.'M,= 372.10
IE- 363.86- UUT -S - - - - - - -a - e e -e- �e a -o- a -o
/E =363.96- IN -N RESTORA77ON NOTE.' ^� , �ry THE EXISTING FENCE CAN ONLY BE
INSTALLA77ON OF SANITARY SEWER PIPE WILL BE ?'h 2I (b CUT OR MENDED AT THE CORNERS.
LIMITED TO 7HE EXISTING SEWER EASEMENT. EXISTING 3
ALL EXIST NG FACILITIES AND I ANDSCAPING rASPHAL T TENNIS NO TE.IMPROVEMENTS SHALL BE REfTORED TO THEIR RT WITH orn THE CONTRACTOR SHALL CONTACT THE OWNERS
EXISTING CONDIl70NS OR BrTTER. CHAIN LINK N OF THE HILLTOP APARTMENTS IN WRITTING AT LEAST
TENNIS COURT TO BE RE -Sl ACED i7ENCE. 1 0001 48 HOURS IN ADVANCE OF ANY WORK TO BE
AND RE57RIPED. ' Z PERFORMED ON THEIR PROPERTY
INTX SOUT
?TY LINE +00
CONSTRUCTION NOTES'
1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO 7HE CONSTRUCTION DRAWINGS
TECHNICAL SPECIFICATONS, THE UNIFORM BUILDING CODF(1997 EDITION) AS AMENDED BY CHAPTER 51 -40 OF
THE WAC, THE RENTON MUNICIPAL CODE, AND THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
2. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES
WHILE PERFORMING CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING
FOR THE STRUCTURES AND ALL STRUCTURAL COMPONENTS UN77L ALL FINAL CONNECTIONS HAVE BEEN
COMPLETED IN ACCORDANCE 1417H 7HESE PLANS
J. ALL EXISTING U77LI77ES INDICATED ANYWHERE ON 7HE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST
INFORMA77ON AVAILABLE TO THE ENGINEER AND THE SURVEYOR. THE SOURCE OF INFORMATION GENERALLY
CONSISTS OF CONSTRUC77ON RECORDS, U77LITY LOCA7ES AND OTHER aATA OBTAINED VERBALLY FROM
OFFICIALS ASSOCIATED WITH THE PAR77CULAR UTFUTY. OWNER AND ENGINEER DO NOT GUARANTEE NOR
ASSUME RESPONSIBILITY FOR THE ACCURACY OF THIS / NFORMA77ON. IT IS UNDERSTOOD THAT OTHER
ABOVE GROUND AND UNDERGROUND FACILI7ES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUN7ERED
DURING THE COURSE OF 7HE WORK. THE CONTRACTOR SHALL VERIFY THE 7RUE AND CORRECT LOCA77ON
OF EXIS77NG U77LI77ES TO AVOID DAMAGE OR DISTURBANCE. THE CON7RACTOR SHALL REPAIR ALL
DAMAGED U77LI77ES /MMEDIA7ELY.
CALL BEFORE YOU DIG 1 -800- 424 -5555.
z 6R wP - 27 -,tf*/
EX. 15' CITY OF RENTON
SANITARY SEWER EASEMENT I
PER HILLTOP PUD
RECORDING NO. 8507191200.
SEE SHEET 10 OF 17 FOR
i SANITARY SEWER PROFILES.
OPENING 1
-- -- ----- - - - --
3 y
'4PAR oP PUD �6��� Ir;�l I 63¢g %<< r0/" APAR7V
MRNTS le 1 RNts
EX YARD DRAIN
4 U r =360.65
N IIZi{ 1E-,359.85 -4 PVC
1 _ EX SS MH 0 +00 - A LINE
r , I = 361.61
------ -4E= 352.11 -8 "W
CORE DRILL & EXTEND
y EAST. RECHANNEL
AS REQUIRED. CONTRACTOR
TO VERIFY ELEVA TONS.
�315 "
EXISTING IMPROVEMENTS AND UTILITIES
U „G" ARE BASED ON FIELD SURVEY INFORMATION
X11 AND THE CITY OF RENTON RECORDS.
14 1 a CONTRACTOR TO VERIFY AND UTILIZE
- a ONE CALL BEFORE ANY CONSTRUCTION.
a� ��1��EX. 113 LF 8" PVC
�1 � S= 0.5%
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ROLL I �9 F R 07
RECOMMENDED
FOR APPRON/ ti1�
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BY
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lj1R H. T
41 OF WASy'1 G
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9470
1/ /ov T,
EXPIRES 6/22 /OL
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