HomeMy WebLinkAboutS-343501a
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SIN E FAMILY RE
SINGLE FAMILY RESIDENCE A PORTION
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SE 1/4 OF THE NE 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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®o KING COUNTY, RENTON, WA.
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B.M. S.E. COR. 12' WIDE CONC. PORCH 1. SURVEY DONE BY TRIAD ASSOCIATES (206) 454 -0711. BASELINE
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SIN E FAMILY RE
SINGLE FAMILY RESIDENCE A PORTION
OF
TH
SE 1/4 OF THE NE 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
61 SOLID WDGD FENGE N88 48' 04.
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5.26'
®o KING COUNTY, RENTON, WA.
PHONE CABLE (LS.) LANDSCAPING °20+
RISER 00
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2' -a'
B.M. S.E. COR. 12' WIDE CONC. PORCH 1. SURVEY DONE BY TRIAD ASSOCIATES (206) 454 -0711. BASELINE
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HOOKER o
o RENTON BIBLE CHURCH W. SIDE. UNION AVE, ENGINEERING, INC. HAS PERFORMED NO SURVEY WORK FOR THIS PROJECT
0 N.E. 10TH ST. ELEV.: 419.62 AND ASSUMES NO RESPONSIBILITY FOR. THE SURVEY INFORMATION CONTAINED
(LS.)
Z':20+00.00,
¢
HEREON.
LS.
B.M. - S.W. COR. 10' WIDE CONC.
STA. 10 +00.00 0.00' RT
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DRIVEWAY OF HOUSE #4100 NE 10TH ST. 2. THIS ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED BY
0.00' RT (B -LINE)
0 10 20 40 (HOUSE AT THE N.E. COR. OF UNION AVE J. PATRICK MITCHELL ARCHITECTS, (425) 821 -6090, AND IS FOR GRADING
-
1 -90' ELBOW - MJxMJ
`�- -1 N.E. AND NE 10TH ST.) ELEV. 417.19 AND DRAINAGE ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED
1- BLOW -OFF
CURBING, AND CURB STOPS, RAMPS, AND OTHER ARCHITECTURAL FEATURES,
W /CONCRETE THRUST BLOCKING
SEE THE ARCHITECT'S FULLY DIMENSIONED SITE PLAN,
SCALE 1"=20'
3. CONTRACTOR SHALL LOCATE, IDENTIFY MATERIAL AND ELEVATION OF ALL
15' WATER EASEMENT (PUBLIC)
°'
UTILITIES WITHIN UNION AVENUE PRIOR TO CONSTRUCTION,
VERTICAL DATUM
4. WATER MAIN SHALL BE DUCTILE IRON CLASS 52.
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U.S.C. & G.S. MERIDIAN: BRENTWOOD DIV. 2
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5. PROPOSED PAVEMENT HATCHING AND STORM DRAINAGE NOT SHOWN FOR
CLARITY, SEE PAVING PLAN. SEE SHEET C -71 FOR
_
3 STA. 10 +60.00, 8.05' RT
78.44, 52.70' LT
IM =4 6}
C -13 FIRE HYDRANT ASSEMBLY
0 0' R IE =410.5± (FIELD VERIFY)
1 -10" GATE VALVE - MJI
8' FROM HYDRANT 4 89 �..LT- 14 LF 6" FIRE LINE
'i1R£-EG�SEM861'
S88'. 48' 04.26 "E. 405.25•
26E
I
3 STA. 13 +84.89. 11.00' LT
p,
C -13 FIRE HYDRANT ASSEMBLY
4 STA. 10 +60.00 0.00 RT
-
0
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LS.
LT POLE O
1- 10 "x6" TEE - MJxFL
1 -6" GATE VALVE - FLxMJ (LS.) (LS) (LS.)
8 LF 6" FIRE SERVICE (LS) I
1 -FIRE HYDRANT ASSEMBLY, 3 _ a a,d v a (LS.) (L
W /CONCRETE THRUST BLOCKING
LL (LS.) (LS) LL J,..Rul (LS.)
STA. 11 +39.92 0.00' RT
1 -90' ELBOW MJI
W /CONCRETE THRUST BLOCKING
2 +00 N v
4 DIP WATER 13 +00
cni 3 55 10" DIP
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(1 22.5' BEND 51 45'. BEND
W /CONCRETE THRUST BLOCKING �' W /CONCRETE THRUST BLOCKING
STA. 14+00.00, 0.00' RT. STA. 14 +47.69, 0.00' RT.
O 22.5' BEND
W /CONCRETE THRUST BLOCKING
STA. 14 +10.29, 0.00' RT.
O3 22.5' BEND
W /CONCRETE THRUST BLOCKING
STA. 14 +21.29, 0.00' RT.
® 22.5' BEND
W /CONCRETE THRUST BLOCKING
STA. 14 +26.29, 0.00' RT.
VTINUATION
11 LF 6" PVC SEWER ®2j)O0% MIN.
SINGLE FAMILY
RESIDENCE
CONNECT TO EXISTING 6" I EWER
STA. 13 +98.12, 40.09' LTIi
1 -6" 90' BEND -. MJxMJ II
W /THRUST BLOCKING
14' WEST TO BLOWOFF ASSEMBLY.
17 -k�. 6r FIRE LINE
STA. 13 +9812 40.09' LTI
EXTERIOR SPRINKLER OR SPRI
VAULT EL. =417.35 A ULT 8.00.
DESIGN BY OTHERS BY 0
•N , I A. 13 +98.12, 0' LT
11I "x6" TEE - MJxFL
? 6" GV - FLxMJ (N)
SINGLE FAMILY 1 GV - MJXMJ (W)
RESIDENCE '!
STA. 13 +93.43, 20.30' LT{Ij
4" D.I. RISER FOR FDC CO' NECTION
L8IELEV. 418.00 I�
25 LF 10 DIP WATER -- 0 4+ Bt• I
UTILITY CROSSING 0.50' 7 MIN• UTILITY CROSSING 0.50' ( 4 T STA. 13 +84.89 0.00' RT `° I I STA. 14+50.80 .0.00' RT
VERTICAL CLEARANCE 15' WATER EASEMENT (PUBLIC) VERTICAL CLEARANCE C -13 1- 10 "x6" TEE - MJxFL rNn n ( CONTRACTOR SHALL FIELD (LOCATE EXISTING
1 -6" GATE VALVE - FLxMJ U:A a WATER MAIN PRIOR TO CONSTRUCTION. TIE INTO
8 LF 6" FIRE SERVICE o EXISTING WATER MAIN COfIM,PLETE WITH CUT IN:
1 -FIRE HYDRANT ASSEMBLY, z I ( (BY CITY FORCES)
W /CONCRETE THRUST BLOCKING ( ( 1 12 "x10 ".TEE - FLxFL
I I I 2 -12" GV - FLxMJ (N,S) I!
12 LF 10" DIP WATER I 1 -10" GATE VALVE - FLxJ (E)
K
GRASS (LS.) LANDSCAPING UTILITY CROSSING 3' S•' SEWER STUB SEE CONNECTION DETAIL CONCRETE THRUST BLOCK
4
VERTICAL CLEARANCE
8.4 4.26 405.
I EXIST. SSMH #274
- APN 297230 -0050 CHAINUNK FENCE (LS.) ( STA. 13+98,39, 58.46'. RTII:
6' SOLID WOOD FENCE SINGLE FAMILY RESIDENCE -APN 297230 -0030 6' SOLID WOOD FENCE RIM = 416.0±
SINGLE FAMILY RESIDENCE - APN 297230-0040 SINGLE FAMILY RESIDENCE - APN 297230-0020 6' SOLID WOOD FENCE [E=408.0±
430'..... ....... ._.__. .. ........ ... .. .....,. ......... ......... ...... SINGLE FAMILY RESIDENCE - APN 297230 -0010 'S I'
..,.... _.__.. ..:.. ._.. .._.. 430
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.. .. .:..... ! ........... ....... ......... :.. ... .: :... ... ... .... ' � ..... III,
SEE GRADING PLAN
425: ... .... ._.. FOR FINAL GRADES .. ..... _ z ..... .w Oo... .._z `= 425
079% o - o .w z
3' MIN. ...... .....0.50 7 . ... .. .. ..... ,. �.. �. ... a ..... . o �!
i 0 UO M
COVER .. _0.84% .. .. .. .. .r. m ro a � + w d {
Q', 420 WATER SYSTEM IT NOTE
.. .. a Imp' a
420 ..._2.659, ..... .. __. ..._ °w� .rovr .`vim!, AS SYSTEM NE
-- ALLED BY RENTON BIBLE CHURCH
RSA( LAND CONSTRUCTION COMPANY
..... ... 12�... .. 425- 483- 62001�DIMENSION$ PIPE, AND MATERIALS
90' ELBOW
CONARMED BY,•ONTRACTOR.
- .y 4 5 AS -BUILT CERTIFICATION:
. , . ... .10 "x6 FlRE. HYDRANT TE ... _ .. .. .. A I i " .410 VER
25.1F 10" DIP WATER; ... 12 k10 TEE VERf CAL DECLARE THAT THE HORIZONTAL AND
410 -- - - - -- " "' "" - -- - -- - r,' CAL SYSTEM LOCATIONS HOW THE E STORM DRAINAGE
90': ELBOW 10 "x6 TEE ! ��'o. ..STAB 14 +50.80, 0.00 RT RES TER SYSTEM SHOWN HEREON IS THE
- -.. - LT OF A FIELD SURVEY 'PERFORMED BY
Avow WRNC UNDERGROUND
Unun ONES. ITS COMY.
Call
before you
D ;g
1 -800- 424 -5555
UNDERGROUND SERVICE (USA)
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION, NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTIUTTES
NOT SHOWN OR UTIUTIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
Approved by:
Approved by:
Approved by:
Approved by:
OF RENTON
Date:
PROFILE - WATER MAIN (A -LINE)
SCALE: 1 " =20' (H)
1 "= 5' (V) '..
6
STORM REDESI
5
MYLARS
1 -4
REVISIONS AND COI
N0.
REVISION
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JAW TRIAD ASSOCIATES -. v - M*1908 CITY OF
JAW Dmox0o- SHOWN xore;zorrtw xw ieea7teoi J�
JAW
- DRwx:FIR "R RENTON
°N�""`" .� DATUM
CNEBNFDJAW A *OTO Planning /Building /Public Works Dept.
NOT iN
APPR scu[ AxORoRwxcGL
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S=3435110
RENTON BIBLE 0 �,E URCH
ON
973 UNI A
SEINER AND W,,TER
PLAN AND PROFILO, (A -LINE)
343506 S -343 .
CITY OF RENTON
W- 343501
C -10
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