HomeMy WebLinkAboutzS-2963SetREVISIONS :REVISED PER C l i N OF RENTON COMMENTS :REVISED PER CITY OF RENTON COMMENTS :REVISED LOT GRADING PER CLEINT'S :REVISED LOT GRADING PER CLEINT'S
AND REDLINES. 06 -04 -01 DJW AND REDLINES. 02 -22 -02 DJW REQUEST. 04 -24 -02 DJW REQUEST. 05 -20 -02 DJW
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SSMH . #' ..... ..... ....
RIM= 143.33
INV. 8 "(E)= 133.43(IN)
INV. 8 "(w)= 133.33(ou r)
25.0' WIDE, '
SSMH f2 V
RIM= 165.83
INV. 8 "(E)= 157.93(TN)
INV. 8 "(w)= 157.83 (our)
UIE I
SCALE: 1" =20'
20 10 0 20
GRAPHIC SCALE
VERTICAL DATUM: rl
NAVD 88 (CITY OF RENTON)
CONTOUR INTERVAL = 2'
BENCHMARK=
BASE:
KING COUNTY SURVEY CONTROL POINT #F-10-
FOUND BRASS DISC FLUSH WITH SIDEWALK 1.0' t
WEST OF SIGNAL LIGHT POLE IN THE NORTHWEST
QUADRANT OF STREET INTERSECTION OF TALBOT
ROAD AND SOUTHWEST 43RD STREET-
ELEVATION.
12126 FEET.
NOTES:
1. CONTRACTOR TO MAINTAIN 5' MINIMUM CLEARANCE
FROM GAS MAIN TO ALL OTHER MAINLINE UTILITIES-
2 ALL PRIVATE STORM PIPE SHALL BE ADS -N12 (OR
EQUAL) UNLESS OTHERWISE NOTED ON THE PLANS
3 -ALL STORM INLETS SHALL BE PROTECTED DURING
CONSTRUCTION PER THE TEMPORARY EROSION
CONTROL PLAN.
4_ EXTS71NG UNDERGROUND UTILITIES IN TALBOT ROAD
HAVE BEEN SHOWN FROM THE MOST CURRENT
INFORMATION AVAILABLE IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO LOCATE ALL
EXISTING UTILITIES, SHOWN OR NOT, PRIOR TO
BEGINNING CONSTRUCTION.
5. SEE SHEET C2 FOR HORIZONTAL CONTROL.
6. MAINTAIN 5' CLEARANCE FROM DRIVEWAY APPROACHES
TO ANY STREET LIGHT
7. SEE SHEET C14 FOR STANDARD NOTES.
8. SEE SHEET C6 FOR ROAD AND STORM DRAINAGE
PROFILES
9. SEE SHEET C13 FOR OFF -SITE IMPROVEMENTS
70. ALL NEW ELECTRICAL, PHONE & CABLE SERVICES &
LINES TO THE PLAT MUST BE UNDERGROUND.
CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST
z BE INSPECTED & APPROVED BY A CITY OF RENTON
PUBLIC WORKS INSPECTOR PRIOR TO RECORDING OF
0 THE FINAL PLAT
Q
11 LOCATIONS FOR THESE UTILITIES WILL BE DESIGNED
0 BY THEIR RESPECTIVE PURVEYORS. IN GENERAL
z REQUIRED UNDERGROUND CONDUIT AND PIPE, METERS
F TRANSFORMERS, JUNCTION BOXES, ETC_, WILL BE
z LOCATED IN LANDSCAPE AREAS, UNDER SIDEWALK OR
IN PAVEMENT CORRIDORS WHICH WILL NOT
O CONFLICT WITH PROPOSED WATER, SANITARY SEWER,
U OR STORM DRAIN UTILITIES-
¢
OD
0 ALL WORK PERFORMED AND MATERIALS
USED SHALL BE IN ACCORDANCE WITH
CITY OF RENTON - STANDARD PLANS -,
1I.I
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.w Sm-296301
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SANITARY SEWER MANHOLE
E' NYC
8- .N -LINE CLEANOUT,
u' au.
12' TEE W,/ CONCRETE BLOCKING
12' GATE VALVE
2' "-IP.
— 12- CAP W/ CONCRETE BLOCKING
WATER METER W/ SERVICE LINE
EIRE HYDRANT. (12'x12 "x6" TEE,
W/ CONC. BLKG., 6- GATE VALVE
AND FIRE HYDRANT ASSEMBLY.
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SSMH . #' ..... ..... ....
RIM= 143.33
INV. 8 "(E)= 133.43(IN)
INV. 8 "(w)= 133.33(ou r)
25.0' WIDE, '
SSMH f2 V
RIM= 165.83
INV. 8 "(E)= 157.93(TN)
INV. 8 "(w)= 157.83 (our)
UIE I
SCALE: 1" =20'
20 10 0 20
GRAPHIC SCALE
VERTICAL DATUM: rl
NAVD 88 (CITY OF RENTON)
CONTOUR INTERVAL = 2'
BENCHMARK=
BASE:
KING COUNTY SURVEY CONTROL POINT #F-10-
FOUND BRASS DISC FLUSH WITH SIDEWALK 1.0' t
WEST OF SIGNAL LIGHT POLE IN THE NORTHWEST
QUADRANT OF STREET INTERSECTION OF TALBOT
ROAD AND SOUTHWEST 43RD STREET-
ELEVATION.
12126 FEET.
NOTES:
1. CONTRACTOR TO MAINTAIN 5' MINIMUM CLEARANCE
FROM GAS MAIN TO ALL OTHER MAINLINE UTILITIES-
2 ALL PRIVATE STORM PIPE SHALL BE ADS -N12 (OR
EQUAL) UNLESS OTHERWISE NOTED ON THE PLANS
3 -ALL STORM INLETS SHALL BE PROTECTED DURING
CONSTRUCTION PER THE TEMPORARY EROSION
CONTROL PLAN.
4_ EXTS71NG UNDERGROUND UTILITIES IN TALBOT ROAD
HAVE BEEN SHOWN FROM THE MOST CURRENT
INFORMATION AVAILABLE IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO LOCATE ALL
EXISTING UTILITIES, SHOWN OR NOT, PRIOR TO
BEGINNING CONSTRUCTION.
5. SEE SHEET C2 FOR HORIZONTAL CONTROL.
6. MAINTAIN 5' CLEARANCE FROM DRIVEWAY APPROACHES
TO ANY STREET LIGHT
7. SEE SHEET C14 FOR STANDARD NOTES.
8. SEE SHEET C6 FOR ROAD AND STORM DRAINAGE
PROFILES
9. SEE SHEET C13 FOR OFF -SITE IMPROVEMENTS
70. ALL NEW ELECTRICAL, PHONE & CABLE SERVICES &
LINES TO THE PLAT MUST BE UNDERGROUND.
CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST
z BE INSPECTED & APPROVED BY A CITY OF RENTON
PUBLIC WORKS INSPECTOR PRIOR TO RECORDING OF
0 THE FINAL PLAT
Q
11 LOCATIONS FOR THESE UTILITIES WILL BE DESIGNED
0 BY THEIR RESPECTIVE PURVEYORS. IN GENERAL
z REQUIRED UNDERGROUND CONDUIT AND PIPE, METERS
F TRANSFORMERS, JUNCTION BOXES, ETC_, WILL BE
z LOCATED IN LANDSCAPE AREAS, UNDER SIDEWALK OR
IN PAVEMENT CORRIDORS WHICH WILL NOT
O CONFLICT WITH PROPOSED WATER, SANITARY SEWER,
U OR STORM DRAIN UTILITIES-
¢
OD
0 ALL WORK PERFORMED AND MATERIALS
USED SHALL BE IN ACCORDANCE WITH
CITY OF RENTON - STANDARD PLANS -,
1I.I
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.w Sm-296301
am
SANITARY SEWER MANHOLE
E' NYC
8- .N -LINE CLEANOUT,
u' au.
12' TEE W,/ CONCRETE BLOCKING
12' GATE VALVE
2' "-IP.
— 12- CAP W/ CONCRETE BLOCKING
WATER METER W/ SERVICE LINE
EIRE HYDRANT. (12'x12 "x6" TEE,
W/ CONC. BLKG., 6- GATE VALVE
AND FIRE HYDRANT ASSEMBLY.
P o�,`ur.►��GwT 6-�3 -�oz
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PROJECT NO.: 98-48
ISSUEV DATE: 04 -02-01
SHEET REV.: 05-20-OZ
SANITARY SEWER
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REVISIONS. REVISED PER CITY OF RENTON COMMENTS :REVISED PER CITY OF RENTON COMMENTS :REVISED LOT GRADING PER CLEINT'S :REVISED LOT GRADING PER CLEINT'S
AND REDLINES. 06 -04 -01 DJW AND REDLINES. 02 -22 -02 DJW REQUEST. 04 -24 -02 DJW REQUEST. 05 -20 -02 DJW
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1 _
a INV - 202.00 PAD =213.5 p
INV.= 207.00 -
PAD =215.5
STA. 6 +02.92, 37.4" RT.
SSMH #3
RIM= 205.9
INV. 8 "(N, S)= 197.71 (IN)
INV. 8 "(W)= 197.61 (OUT)
8' IN -LINE C.O.
RIM =209.0
INV. 8 "(N)= 202.95
KOLL 176 F 4 5
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ALL WORK PERFORMED AND MATERIALS
USED SHALL BE IN ACCORDANCE WITH
CITY OF RENTON 'STANDARD PLANS -,
DATED 01121197.
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LEGEND
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SANITARY SEWER MANHOLE
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FOUND BRASS DISC FLUSH WITH SIDEWALK 1.0' t
8' IN -LINE C.O.
WEST OF SIGNAL LIGHT POLE IN THE NORTHWEST
RIM= 2120
212.
QUADRANT OF STREET INTERSECTION OF TALBOT
INV. 204.46
ROAD AND SOUTHWEST 43RD STREET.
ELEVATION: 121.26 FEET-
NOTES:
1- CONTRACTOR TO MAINTAIN 5" MINIMUM CLEARANCE
_
FROM GAS MAIN TO AL OTHER MAINLINE UTILITIES-
ti
2-ALL PRIVATE STORM PIPE SHALL BE ADS —N12 (OR
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3. ALL STORM INLETS SHALL BE PROTECTED DURING
CONSTRUCTION PER THE TEMPORARY EROSION
r.�r �r r�
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4- EXISTING UNDERGROUND UTILITIES IN TALBOT ROAD
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BEGINNING CONSTRUCTION-
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PAD= `,Zr1J_J�' -
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6. MAINTAIN 5' CLEARANCE FROM DRIVEWAY APPROACHES
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7_ SEE SHEET C14 FOR STANDARD NOTES.
SEE SHEET C6 FOR ROAD AND STORM DRAINAGE
PROFILES.
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9. SHEET C13 FOR OFF -SITE IMPROVEMENTS.
_ 1�
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10. AL NEW ELECTRICAL, PHONE & CABLE SERVICES &
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LINES TO THE PLAT MUST BE UNDERGROUND
CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST
BE INSPECTED & APPROVED BY A CITY OF RENTON
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PUBLIC WORKS INSPECTOR PRIOR TO RECORDING OF
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THE FINAL PLAT
PAD =213.5 �'
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II_ LOCATIONS FOR THESE UTILITIES WILL BE DESIGNED
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INV. = 205.00
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BY THEIR RESPECTIVE PURVEYORS- IN GENERAL
REQUIRED UNDERGROUND CONDUIT AND PIPE, METERS,
TRANSFORMERS JUNCTION BOXES, ETC-, WILL BE
I OCATED IN LANDSCAPE AREAS UNDER SIDEWALK OR
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IN PAVEMENT CORRIDORS WHICH WILL NOT
CONFLICT WITH PROPOSED WATER, SANITARY SEWER.
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a INV - 202.00 PAD =213.5 p
INV.= 207.00 -
PAD =215.5
STA. 6 +02.92, 37.4" RT.
SSMH #3
RIM= 205.9
INV. 8 "(N, S)= 197.71 (IN)
INV. 8 "(W)= 197.61 (OUT)
8' IN -LINE C.O.
RIM =209.0
INV. 8 "(N)= 202.95
KOLL 176 F 4 5
1
I
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ALL WORK PERFORMED AND MATERIALS
USED SHALL BE IN ACCORDANCE WITH
CITY OF RENTON 'STANDARD PLANS -,
DATED 01121197.
S,w296302
LEGEND
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SANITARY SEWER MANHOLE
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ISSUE DATE: 04-02 -M
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AND REDLINES. 06 -04 -01 DJW AND REDLINES. 02 -22 -02 DJW REQUEST. 04 -24-02 DJW REQUEST. 05 -20 -02 DJW
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VERTICAL DATUM: h
—RES, MAY 6, 2003
NAVD 88 (CITY OF RENTON)
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BENCHMARK: 00
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BASE: > OD
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7. SEE SHEET C14 FOR STANDARD NOTES.
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9. SEE SHEET C73 FOR OFF -SITE IMPROVEMENTS. 0
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O W LINES TO THE PLAT MUST BE UNDERGROUND-
I INV.- I ,i 'INV.sa5o, l I INV.- I I' INV, I I W
CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST
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INV. 8 "(W)- 13336MUT) 133-21
DRAWN BY: DJW'
ISSUE DATE: 04 -02-01
SHEET REV.: 05 -20-02
SANrrARY SEWER
(WEST HALF OF SITE) n
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REVISIONS :REVISED PER CITY OF RENTON COMMENTS :REVISED PER CITY OF RENTON COMMENTS :REVISED LOT GRADING PER CLEINT'S :REVISED LOT GRADING PER CLEINTS
AND REDLINES. 06 -04 -01 DJW AND REDLINES. 02 -22 -02 DJW REQUEST. 04 -24 -02 DJW REQUEST. 05 -20 -02 DJW
S.E. 1/4, S.E. 1/47 SEC. 31, T. 23 N., R. 5 E., W.M.
SCALE: 1" =20' EG A• DI
20 10 0 20
GRAPHIC SCALE
�6YL NA L ENG OC
VERTICAL DATUM: n
E IRE&- MAY 6, 2003
NAVD 88 (CITY OF RENTON)
Q CONTOUR INTERVAL = 2' N
Lo
co J BENCHMARK: co
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r CE F' KING COUNTY SURVEY CONTROL POINT #F -10- Q � 000 00 O
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WEST OF SIGNAL LIGHT POLE IN THE NORTHWEST z Z U) LP I-
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(A O RIM= 3i -2.-& QUADRANT OF STREET INTERSECTION OF TALBOT J Q W N N (� Z
< ROAD AND SOUTHWEST 43RD STREET. I- Z .. L(j
} W INV. 8 "(S) "64 "6 ELEVATION: 121.26 FEET. O:. Z 0 L0 X m 0
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- z � - °� R �; NOTES: � �
>
W Q 25.0' WIDE 1. CONTRACTOR TO MAINTAIN 5' MINIMUM CLEARANCE ��
W W �� _ BUFFEP. - FROM GAS MAIN TO ALL OTHER MAINLINE UTILITIES. I
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2-ALL PRIVATE STORM PIPE SHALL BE ADS -N12 (OR
v ! y EQUAL) UNLESS OTHERWISE NOTED ON THE PLANS. Q�. n
3-ALL STORM INLETS SHALL BE PROTECTED DURING
' _ _ _ _ c\_y E�" ��° e CONSTRUCTION PER THE TEMPORARY EROSION
- t_ _ _ I- _ _ _ - .�. _ _ _ I ! - - i - ..CONTROL PLAN. �. • P'I • r" I bU
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\ • ' �� 4: EXISTING UNDERGROUND UTILITIES IN TALBOT ROAD
X18 _2\
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�' HAVE BEEN, SHOWN FROM THE MOST CURRENT
� r SHALL BE THE
114'1 � -^7 / ./ l:- _`\ � \. -
INFORMATION AVAILABLE: IT SH L
m ` I I! I ..,. �� I : _ r \ . , . \;:� CONTRACTORS RESPONSIBILITY TO LOCATE ALL ! Py
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1. i. \'� 'EXISTING UTILITIES, SHOWN OR NOT, PRIOR 'TO
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BEGINNING CONSTRUCTION. S;
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3 I CONTROL.
�= I i SEE 'SHEET C2 FOR HORIZONTAL CO
! - =INV. 208.00',+ . 30
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_ APPROACHES
�w I '! I: I � i . �/ - `� ° -s_ . - I r. t, � i �. I 6. MAINTAIN 5' CLEARANCE FROM DRIVEWAY P
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- I rs� : `c' PAD -215.5 TO ANY STREET LIGHT.
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17
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: �. m r ,�, 7: SEE SHEET C74 FOR STANDARD NOTES. a
-E I! PAD`= 178.3: Lpl P.AD =185.0 I I PAD =191.8 PAD =197.6 /; ! -
a I I / ,
m ! - -'�i �.. \ , \`.: c: B. SEE SHEET C6 FOR ROAD AND STORM DRAINAGE
m.E I - F ,% / '$ � a �f '\\ { i_ II I i � I i PROFILES:
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INV. 9 B : I I ,'I V. -177. -.:.. I I - _ :� - - _ . .. � ��',:.'. '' '� .'�`, 1� I :. S-<° 9. SEE SHEET C13 FOR OFF SITE IMPROVEMENTS.
N 50 , .. PNV.. 184.00 I I INV. 190.00 f¢,.. -1 - - O
_'' �..'� '•.
t ! " 10.. ALL NEW ELECTRICAL, PHONE &CABLE SERVICES &
a 0.. ';. � \. � : :;: .� ; _: � / i ' : : -x � a!".. ': �' -tea.. ..,'��.' : - -. .. , 'x ':, � I t j r'-S LINES TO THE PLAT MUST BE UNDERGROUND.
a 1te I CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST
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Q', I \ I It I I BE INSPECTED &APPROVED BY A CITY OF RENTON
\'. -�.� • ` '":" I - - INSPECTOR PRIOR TO RECORDING OF
e„r- �.1,v,� -; '.. ! PUBLIC WORKS
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`� THE FINAL PLAT.
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1. R THESE UTILITIES WILL BE DESIGNED
11. LOCATIONS F0. E E
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TIP, __ �> -....: , - .�"' - -_- ,�._ - .,,:. , > � .'. � ,, � '� ' -' : � 'i RV YORS. IN GENERAL
_, -_,._ , , :._ -„ ,._ , ...., .,.r -.°i - _, -.r,. .� - .- .r. -;., -• .�- 7.. .M_ y� r....,, l BY7HEIR RESPECTIVE PU E
3 ... , _. . _,.._ - u- _.�. _s. - „. _ _ .. _.g. _- - r :a - - n _ _ r INV.:2D5:OD Yi UNDERGROUND CONDUIT AND. PIPE METERS cq
,.,, ��-. _. �..... -.,. �. __. -.. �. T-: REQUIRED U DE ,
ON: BOXES ETC. � BE /A�
? .- _�.... ��� -.y� TRANSFORMERS. JUNCTION I.L I
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W i •� i I r it I � -1 : ALL WORK PERFORMED AND MATERIALS _... ``v; :,• /v a � N o
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INV. 8"(w)= 497-.6f- i 2 I I '
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DRAWN BY: DJW
ISSUE DATE: 04 -02-01
SHEET REV.: 05 -20-02
SANITARY BEWER
(EAST HALF OF SITE)
i
i
REVISIONS: REVISED PER CITY OF RENTON COMME! TS :REVISED PER CITY OF RENTON COMMENTS :REVISED LOT GRADING PER Cl EINTS :REVISED LOT GRADING PER CLEINTS
AND REDLINES. 06 -04 -01 DJW AND REDLINES. 02 -22 -02 DJW REQUEST. 04 -24-02 DJW REQUEST. 05 -20 -02 DJW
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