HomeMy WebLinkAboutS-051307PELLY AVE N
341 PELLY AVE N 335 PELLY AVE N
11 337 PELLY AVE N 9
1
NO HOUSE # 6 "PVC 3.20 6 "P IC 3.70 329 PELLY AVE N 325 PELLY AVE N 323 PELLY AVE N 319 PELLY AVE N
STA 1 +12 CONNECTION Et3.95 CONNECTION ELEV. 27.11 ' I I I
NEW 48" CB TYPE 2 13 12 TEE ELEV. 25. TEE ELEV. 26.08 8 7 6 5
CUT INTO EXIST. STORM DRAIN � TEE LT 2 +40 TEE LT 3 +29 11 -6 -95 11 -6 -95
WITH RING AND COVER 6 "PVC 7.40 6 "PVC 3.45+22-1/2*
CONNECT TO EXISTING � BURIED TRAFFIC "PVC 5.00 CONNECTION ELEV. 27.19 CONNECTION ELEV. 27.58
12" STORM DRAIN CONNECTION ELEV. 26. 5
CB- II -48" CABLE TEE ELEV. 25.45 CONNECTION ELEV. 2 66 TEE ELEV. 26.59 TEE ELEV. ,26.95
RIM 30.57 TEE LT 1 +80 TEE ELEV. 25.88 ¢ TEE LT 4 +23 TEE LT 5+15 D�
IE 25.18 S 12" SAWCUT STREE z
IE 22.95 E 8" PAVEMENT AND TEE LT 2 +77 6 "PVC 4.00 11 -6 -g5 w
PATCH
IE 22.97 W 8" SIGNAL CONNECTION ELEV. 27.81 6"PVC 3.E5
BOX o REMOVE AN REPLACE
BOT 21.1 LT PARKING a EXISTIN ALLEY PAVEMENT I TEE ELEV. 2 .29 LAID T HERE CONNECTION ELEV. 27.20 >
36 36 I � STA 1 +78 ASPHA R M CB-I w' S TEE LT 3 +7 11 -3 95 TEE ELEV., 26.79 0 w
MH w NEW CB TYPE I o H ci TEE LT 4 70 J
RIM 30.97 LL IE 25.93 N 36 a 0 z
CB ELECT. o BOT 24.2 o a HOUSE o a o
RIM 30.47 IE 25.67 H•H. 0 1 1 1 1 GONG: 1 GARAGE o 1 U zo f'Q HED E 0 +
1 +
IE 28.47 S 6" R SES � PRKG Ln
x5� -- -- -- - -- -- -- - -- - - -- Q
-SS 8" 2 +0o N 8 N RY SEWER 3 +DO ASPHALT 4 +00 5 +00
UGP L�
ELECT. - -- -- -- - - - - - -- - - -- -- -- - z
H.H. CIND R BILK WALL ° CpNG .G CO
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POWER NE ! 12" STORM GARAGE w w PPRK�N-. _ ° o U S
DRAIN Z' a w TA 3 +75 0 o zo . U
VAULT o G I, NEW 54" 0 MH #C -1 ° Q
PLUG ABAND. SEWER j I NEW CONCRETE DRIVEW YS } TEE ;RT 5 +13
AND SIDEWALKS REQUIR D 2 �' J TEE RT 14 +21
36 o TEE RT 2 +76 TEE RT 3 +7 TEE ELEV. 26.5 ` TEE ELEV. 26.94
'4 14
SAWCUT EXISTING PAVE ENT = TEE ELEV. 25.82 TEE ELEV. 2 .29 CONNEC ON EL V. 27.27 CON ECTION ELEV. 27.43
MH REMO E AND REPLA E CONNECTION ELEV. 6.54 CONNECTION LEV. 4.46 6 "PVC .00 6"P VC 3.65
RIM 30.77 v a SCH DULE B EX. 24" SPEE BUMP AND g 6-PVC 4.00 6 "PVC 1.80
> cD 11-6-95 11- -95
IE 22.89 E & W 24" a SA TARY SEWER STREET SIGNS 3
TOP 26.62 N & S `d- REH BILITATION SEE , SSMH 5,C
IE 25.77 (PER OLD `l SHE T 32 TEE RT 1 +93 TEE RT 2 +41 TEE RT 3 +27 RIM 31.58 1 1 TEE R� 4 +68
DESIGN) TEE ELEV. 25.53 TEE ELEV. 25.41 TEE V. 26.06 IE 26.12 N 8" TEE ELEV. 26.77
SSMH- 48'BRICK E RT 1 +42 CONNECTION ELEV. 2 .58 CONNECTION ELE 26.68 CON E% N ELEV. 27.28 IE 26.12 S 8" CONNECTION ELEV. 27.15
RIM 30.73 E ELEV. 25.33 6 "PVC 3.40 6 "PVC 4.60 6 "P 3.95 6 "PVC 2.75
IE 24.78 S 8" C NNECTION ELEV. 26.17 17 18 19 20 11 -6 -95 21 22
IE 23.03 E 24 6 PVC 3.65 14 15 16
IE 22.93 W 24" 338 WELLS AVE N i 330 WELLS AVE N i 326 WELLS 320 WELLS AVE N i 316 WELLS AVE N
350 WELLS AVE N 346 WELLS AVE N 1 340 WELLS AVE N I 1 334 WELLS AVE N AVE N
cn nnu I
PLAN REFERENCE NOTE: Go
BENCH MARK WELLS AVE N f, SCALE 1" = 20' O RECONNECT EXISTING SEWER CI O NEW
PVC SANITARY SEWER IN ACCORDANCE WITH w
CHISLED SQUARE AT BACK OF WALK ,°� THE CITY OF RENTON STANDARD PLAN # BO 82, J o w
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AT NE QUADRANT INT. OF N. BROOKS tl rn DRAWING # BR 35.
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AND FACTORY �_ N , .DD a s U n
ELEV. 37.04 orn 00 a �a Q H w
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00 W H ° M7 N I' bN >- IA N - _ N�/fpNV'/ :5 V) (n
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m: Ld (n UT X-vj �r Z- 10 co J = y
N N M ^ ^U Q: $i �} M : - _ BLS z (n
corn^ �° w3, ^`o z.cnw3�r- N + 0 '307
`" m z EXISTING GRADE
35 ....�- ..gyp._..... -..z. :d:�._..�.. NN =. � ..:...................... Q w D
Q Z Q N N a0 a2� �: F- Q� �- F- I w l w ° �i� w w w F w ww�F -w w PROPOSE GRADE U (n - - - VIZ �_ - --O] NZ ,� - m
Op %p ............................... 0
0.349 3
30
PNEW .. 2" STORM : SANITARY SEWER - - - -- ----- ------ - - - - -- -------- - - - - -- ----------------------
DRAIN 5.6LF ® 14% ---------- - - - - -- --- -- - - - - --
I; ------------------------------------------------------ - - - - -- - - - -- - - - - - --
--------=-------------------------------- - - - - -- ----------------- - - - - -- -
'I' _--- _-- _- ___- _-- __- _ - -__ -_ - - _-- _ - - .
- -� -- - -- -- - - - - -- -----------------------------------.------------------------=-------------------- - - - - --
-- - ------ - - - - --
NEW 8" PVC SANITARY SEWER 5
PJ24'JL BND , `J n NEW 8" PVC SANITARY SEWER E• BeR
' rn 86:9 LF A 0.5%
to ��Q` 0f wASySj�
S 1�/ F r Q
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........ ... -.... .. p. --.. - -.... .� -- .... -. . 0 -
2D M O 2i d ?i 2i N N ,O ?i N N 0 2 SCHEDULE ¢ M¢ rn w a w w +w w w w w w w w w w+ w+ w} w+ w+ R noe + H O (n (n { N(n fn + (n (n + V) + GO + r (n !n !n � 0 d. (n d. to � N to N � FGISSANITARY °om I) N �� N a c " + si REHABILIT U wQ = _ wawQ: wQwQ wQwQ wQwQ MwQwQ wQwQ wQwQ wQwQ s ONAL
OJW J Lu< 0_J�F- 0� gF- °H °r-�I- - �� �r- O <t]� �F- �H �F- ��. �r °_I-
SHEET 32 w w > w (n (n > w cn N _ v). !i ................ (n (n (n (n ..... - .... cn .cn. a). U) ........ - - _ _ - - - (n (f) (n V) (n (n (n V) N n n n n n (n n ....... n . n (n............... .
. .. EXPIRES 3/28/ 1
...................1 +00 ....... ... ........ 2 +00 3 +00 4 +00 ........... 5 +00
PROFILE HAMMOND, COLLIER & WADE - CITY OF RENTON
= SCALE 1" = 20' H LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS
cyq` °y 1� AS -BUILT CERTIFICATION 1" = 5' v CENTRAL RENTON SEWER REPLACEMENT
j4010 STONE WAY N
n I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SEATTLE, WA 98103 -6090 ALLEY BETWEEN PELLY AND WELLS
LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS S -0513 (206) 632 -2664
n SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY FROM N 4TH ST TO STA 5 +50
23st3FV ME OR UNDER MY DIRECTION. RECOMMENDED FOR APPROVAL
23T13 DESIGNED: REB DATE: 6/26/95 FILE NAME:
z�lL LAND PLAN REVIEW DATE DRAWN: DPH
EXPIRES 9 /1, /i% F.D. RINGEL L.S. 23613 DATE: /o-2z -96 SCALE: AS SHOWN Flk1D BOOK: PA°E:
CHECKED:
i
w ' „♦ '�' SEWER UTILITY DATE N0. REVISION BY APPR. DATE APPROVED: SHEET: ] Of: 37
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