HomeMy WebLinkAboutS-05130B11 -17 -95 11 -28 -95 11 -28 -95
6" PVC 3.10 6" PVC 1.00+22-1/Z 6" PVC 1.10+22-1/Z
CONTRACTOR TO CONNECTION ELEV. 26.56 CONNECTION ELEV. 27.37 CONNECTION ELEV. 27.39
Mic rVERIFY LOCATION TEE ELEV. 24.95 CB TYPE I TEE ELEV. 26.81 TEE ELEV. 26.82
A' 5DD291 1 OF 8" WATER MAIN TEE LT 1+46 RIM 31.60 PARK AVENUE NORTH TEE LT 6 +03 TEE LT 6 +04
E az�z9z IE 28.88 N 12" 331 PARK AVE N
SSMH 48" CTYMON 11_2 -95 337 PARK AVE N 335 PARK AVE N I VACANT 319 PARK AVE N VACANT 315 PARK AVE N 30 PARK AVE N w o c�
6"PV 3.50 +22 -1/2' BOT 27.5 329 PARK AVE N z
RIM 31.64 °0 I 7 6 5 4 3 J co w
IE 24.69 S Er >> c 13 CON ON ELEV. 27.46 11 10 9 8
O 11 -27 -95 REM E & REPLACE
IE 23.64 E 24" O BURIE TRAFFIC T 25.05 1 -21 -95 11 -21 -95 11 -21 -95 11 -27 -95
IE 23.54 W 24" O CABLE T 1 +80 fi PVC 3.00 6"PVC 2.45 +22 -1/ fi PVC 2.50 +22 1/T I PVC 2.85 6 "PVC 2.50 +22 -1 Z EX 6 SD Q
a 12 CQNNECTION ELEV. 26. CONNECTION ELEV. 2¢.87 CONNECTION ELEY. 26.85 CONNECTION E4EV. 28.03 CONNECTION ELEV. 27.92 REM E EX. CB OVEf� Q cn
CONNECT NEW <� E ELEV. 25.47 TEE ELEV. 25.63 TEE ELEV. 25.82 TEE ELEV. 26.0 TEE ELEV. 26.53 SANI ARY SEWER w
° TAVERN o PVC 2.50 +22 -1/2'
SANITARY SE V) TIE LT 2 +88 TEE LT 3 +41 TEE LT 3 +75 TEE LT 4 +54 TEE LT 5 +57 MT 28.32 �
CONNECTION ELEV. 26.84
TO EXISTING MH 0- Iw ASPHALT DELI WARP ALLEY PAVE ENT REMOVE REPLACE SSMH 54"
O, r E ELEV. 25.25 5
RE- CHANNEL M CO z PARKING CL GUTTER TO NEW CB EX. ALLE PA MENT RIM 32.98 BSMT 29.51 APARTMENT
AS REQI IRED. • z ¢ TEE L 2 +30 36 CONC. IE 26.72 N/S 8" BLDG
° CB 6' CEDA °¢ a PAD CB
W ¢ o RIM 31.62 FENCE LAID TO HERE STA 3 +6 a ' GRASS
N 4" SIDE CB TYPE CONC. AD 11 -20 -9 NEW 54" 0 MH ARPORT GRAVEL w RIM 32.64 \
LLJ IV) v R 31.77 ASPHALT v ti > IE 31.74
PARKING GARAGE \ RI 3C
ry PLUG ABAND. a VAU T SE IE 26.77 N 12" CONC. GARAGE o0 o0 STAKI3 +82 p C � GAR G SD 4" CB
SEWER N =� IE 26.85 S 17 0� GARAG / G 5/8" p 27,
W CB TYPE IB 25 4 PAD - O NEW TYPE I CB
= U GT S 0070'45' W 2 +00 3 +00 1 A+00 N D070'45' E 5 +0 6 +0 N 0070'45' E
I- G CB
1 1 _
SDMH UGT HE 4' CL ° ° IE 28.05
=RIM 31.75 GAR GE GARAG \ GAR GE G 5
GARAGE 3' CL LAN 1-
IE 28.25
rr, IE (S) 25.75 z ° =T� M GARAGE 6' CEDAR G� R GE Lu
O . I� cwn a \ d REMOVE EXISTINJG�
FENCE R DIES RO E B SHE a cr
n A ORT HOGWIRE \ ¢ I 4' CL MANHOLE STA +80 °
Z �>
¢ FENCE � '`� � w GRASS � ,NEW 4" 0 M � (j v z
1 4 (n w W o' SHED FENCE O o z SP 0 BUMP &�C GRASS N W 8' SANITARY EWER TEE RT 5+ 9 z o d
36 36 SAWCUT STREET = 6' CE AR w
PAVEMENT & PATCH ~ FENCE WAR ALLEY PAVEM T In W STIR: ET SIGNS RIM 32.07 TEE RT 5 +13 TEE ELEV. 26.55 0
a i NEW ONC. D IVEWAYS CL UTTER TO NEW CB TEE 2 +85 4" SIDE 36 CONNEC.0 ELEV. 28.06
SCHEDULE B EX. 24" & SIDEWALKS REQ'D TEE E EV. 25.46 SEWER IE 26.80 N/S 12" TEE CONNECTION 26.6 6"PVC 4.0 +22 -1/2'
SANITARY SEWER 2 TEE RT 2 28 CONNECTION E EV. 27.79 11 _27_95 4' CEDAR
SAWC T EX. VEMENT 36 TEE ELEV25.23 CONNECTION ELEV. 26.42 6"PVC 1.70 +2 -117 FENCE
REHABILITATION SEE o 6"PVC' 2.00 +4 "REDUCER 11_27 -95
CONNECTIO ELEV. 26.56 11-26-95 LAID TO RE
SHEET 33 LAID TO HERE 6"PVC 2.00+22-1/Z BSMT 26.99
11- 20 -95' 11 -27 5 BSMT 29.02
� 14 11 -1 -95 17
21 22 23 24
Mlc aD I 15 16 18 19 20
ti 5004.31 35 PELLY AVE N 346 ELLY AVE N 340 PELLY AVE N 338 PELLY AVE N 332 PELLY AVE N 330 PELLY AVE N 326 PELLY AVE N 322 PELLY AVE N 316 PEL Y AVE N 30 PELLY AVE N ao
E .5986.42
0/7Y MON j
CB TYPE II 48 TEE RT 1 +44 TEE RT 1 +96 RI TYPE I
BENCH MARK TEE RT 4 +67 TEE RT 6 +01 m Ih
CLEANED UP AND RIM 33.27 v
RIM 31.46 TEE ELEV. 24.93 TEE ELEV. 25.10 PELLY AVENUE NORTH TEE ELEV. 26.21 IE 27.61 W S TEE ELEV. 26.79 _ rn
IE 24.50 N 8" = CONNECTION ELEV. 26.25 CONNECTION ELEV. 26.46 CHISLED SQUARE AT BACK OF WALK SECURED AREA FOR CONNECTION ELEV. 27.63 IE 27.71 E 8" CONNECTION ELEV. 27.30 w N N N
THANKSGIVING 6"PVC 3.10 +22 -1 2' 6"PVC 1.70 +45' "?
IE 25.96 S 17' 6"PVC 2.15 +45' 6"PVC 3.60 +22 -1/2' AT NE QUADRANT INT. OF N. BROOKS / IE 27.33 S 8"
PLAN 11 -22 -95 11 -27 -95 11 -28 -95 + 3.."� 6
IE 24.18 E 8" 11 -17 -95 11 -20 -95 AND FACTORY BOT 26.3 m 04
IE 23.91 W If w ELEV. 37.04 SCALE 1" = 20' q p
BOT 22.6 zo �N ^^ z wwwm
_ d- _ = n 1n - to ----....- .................................................... ..........................0'°'. .....W......... w ..... .Lj O N
....p.m ....................... a .. nap- :...........-- .- .............. .. 00... ......- .:........- .....---..... O --OD-�- " _� - -'o ..N.N.. ; > > Z
_ . w .:-... ..m.. 1 cc to 1- AX lf7
Z� ~O �N W NN U ; C) 000 H° NN m in �� : �2 x 0_ J +�
fL' 0_ o If) O X O O N Z : H ^ : -00 N : v 00 'O 0] F O) O ; V)) (n = W of
O) Ir- tr7 ,�jw�./ Z - Q] _ 2 O - _j (D O7 In ~ W ~ � M ¢ ¢' : ° U ' _ U-' a r- t0 Z (fi 04 - (n (O c0 Cj g' � (n N N Q 0000 N J (r3 N ° W Z � + ��n ... .. .... .... ... ........ ...... 1� 1!%_ - -- - .. -:.X.p -_ N. N................. ............................... .......ne.. . Z: �.... Q..... .. ¢ ..... N in
of . ......... ..N. - . .. N . .. .... ........ - . CJ... - . Z ....... -H ^.-. ......... .................... .�'N M=N N.. - O)-a- W WHO) +� + (.O + (O
O n Lo ^^ U) Lo o v (0 0_ � > 1- O w (o z N 00 (n m e O_ m z....� o d: �. (O . '.J : (0 _ (o _ w
F UT W co o o w N Ma 0)__ . ¢ Qtr F- d z� r } W + z v) EXISTING GRADE w
in +1�v� +oov +�za1 tF +o +w +o +>- +cO 2 :1 8 +In >+eq- q3 pro Do ¢� ¢� cn
W e �H N 0_ �F- r„7= N ZNO.' -m M3 _ M N O (7= W wwH\ H\
N O M") e Z e =_¢ W N N m DD I� Z D_ --
(nQ�OO= ¢20(7 z¢�ww" N¢3 ¢N ¢v, ¢° a� ¢ao EXI TING GRADE q3 �� ¢� �¢g0O
_ PROPOSED GRADE
x� -ww ~ -w of -www w ~= _ �¢ F z F-w - \ 5
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PROPOSED' :GRADE
+.2993%
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+1912%--/
...
......(.,. ...
30.......�..�....... ° e .......... ........................ ....... .............. ......EX. 8' VCP
I SAN. SEWER - - - - - - - - - - - _ -_ - -- - - - - -- -- -- _- - --- --- - - - - --
- JL ----------------- - - - - --
-------------------------------- ----------------------------------- - - - - � ---- I
-- . --- - ---_" �- - ---- - - - - -- - - - -_: -_ "DRAIN - - - - - E . 8 "� PVC. S.AN. SEW......... 25
`:- u-
25...LJ ........... .... .... -...
I NEW "PVC SAN SEW EW 8 PVC SAN EW
N
220 LF ®��. W '
26 L® M O 004 F PLUG ABANDON. N F- > F K o �+ 00: In 00 o 0.80 o+ '+ w o +
cSEWER + N ?� ...... wm m w M ... !nom .......... + °.... �..�.... (K..�......o - �..o ...:... -..... wM +.. ...... -.. �M� 3�..3rn 3W W W w W W r3 W (n W W ap a0 - �' M^ O Cal G.I C,J O N C SCHEDULE B EX 24;. � W � � 3 � � N � o � 0 S ap d w w l� ¢ + rn w In w + (c W + �N ¢ w } w w + rn ¢ o o w { t N2TP
I- Q O rn w w w w w W V) +Vl + (n VI jjjj� + Q cn + + + rrn ++ c� N v) y + (n n + c� + N + v) co o� c� O
H +: + + t + + r'OD CO f-- VI (n (n mtn (1) IO t0 (O ti o
SANITARY SEWER N F +W+N+ N + N� cn N N n N NNtnN - M M N it w w W
REHABILITATION NYr7 w wNw w w w w o¢ o¢ Nn w w w Qom¢\ °_� pq F°- ¢°° ¢o¢ °-
o _c) w w w Q as ¢ Q q q a �¢� o 0 o F F- I- (n(n(n
SEE SHEET 33 o w¢� oaoF ° F -� °H-� ° �� °� v~i v~i in (n inN�\ acv) lq Nv) N n(n
4 >CO.W.. (n(nNN......n Cn....VI(!1:..... V)V)tn (n.fn.. ...tnNtntn .:....... ...... ..... lnc7........ -.. >W.. -..fn .. tnN..........Sn NNI�.......... ........... .. (n n. fn V1.
V) .... yn CIS
1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 F rs y
I
REFERENCE NOTE
�� /Z. /.5 I w
N ORECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY 1Cg D CITY OF RENTON
SEWER MAIN W ACCORDANCE WITH THE CITY OF RENTON STANDARD 4 0 *�a 4r,,�, H A M M O N D , COLLIER & WADE-
PLAN # BO 79, DRAWING # BR 33 AND STANDARD PLAN f' BO 82, ,��.'� '"0� AS -BUILT CERTIFICATION LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS
DRAWING # BR 35. I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL P R 0 F I L E
LOCATIONS OF THE STORM DRAIN AND SANRARY SEWERS 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT
G
SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY SCALE 1" = 20' H SEATTLE. WA 98103 -8090
lac 13 ME OR UNDER MY DIRECTIOK. 1" = 5' V S -0513 (206) 632 -2664 acN -L ALLEY BETWEEN PARK AVE N & PELLY AVE N
" i lino RECOMMENDED FOR APPROVAL
FROM NORTH 4TH STREET TO STA 6 +50
0 owlRes sh1 /Y7 F.D. RINGEL L.S. 23613 DATE to -ZC- 96 DESIGNED: REB
z PLAN REVIEW DATE DRAWN: DPH DATE: 6/26/95 FILE NAME:
CHECKED:
scALE: AS NOTED nE BOOK: PAGE
3
i SEWER UTILITY DATE 37
ww -� • or'� NO. REVISION BY
APPR. OATS APPROVED: SHEET: 11 OF:
/q '� S -G S'/ i o l✓
.r
- ate.
e3,1
ICE .�. i �I I i L
i
I
o"i
TE RT 3 +28 TEE RT 3 +73 TEE RT 4 +15
TE ELEV. 25.55 TEE ELEV. 25.81 � TEE ELEV. 25.96 I
CONNECTION
ELEV. 26.83
CONNECTION ELEV. 2
.14
CONNECTION ELEV.
7.10
6"
C 2.30 +22 -1 /2
fi PVC 2.25 +45
6" PVC 3.60
11
-21 -95
11 -21 -95
11 -21 -95