HomeMy WebLinkAboutS-05130Co\ vUGP TA 7 +25 UGP 1 GRAVEL \ w ° ° C NC. CON .
EW 54" MH w STA 7 +93 n AVEL H GE a �_ � 6' CEDAR n EN e ¢ D 3' WIRE
-3 ELEC. w z NEW METRO cD ¢ cn o 1 El 095 FENCE cD DW 12 -4 95 ° FENCE
LAID TO HER SPHALT VAULTS F a CONNECTION c0 ° STA 10 +25 REMO E EX. o a
11 -28 -95 ARKING Q o > (BY OTHERS). GRA L Z Q CEDAR
SD 4" O w 00 NEW 54" MH, MANH LE o �
CB CB °- cn VACANT -REMOVE & REPL CE 5 w U #D -4 GARAGE F NCE ¢ o
Fil RIM 32.0 v N w O w HOUSE SHACK X. ALLEY PAVE ENT R M VE &REPLACE °
6" SIDE L, F U J 36 p SEE BUMP &
L, J I ^ N = m w 009 N 3RD ST TEE RT 9 +09 = A IC SIG S TEE RT 11 +54
SEWER Q N d 3-o
Q a TEE ELEV. 27.24 36 TEE ELEV. 28.21
BU IED TRAFFIC
~ ° D CA LE CONNECTION RT 8 +50 CONNECTION ELEV. 8.72 TEE RT 9 +8Q 1 NEW 18" SANITA Y SEWER CONNECTION ELEV. 9.48
25 BLDG CITY OF RENTON METRO CONNECTION CI OF RENTON ELEV. 27.06 6 "PVC 3.85 TEE ELEV. 27.44 6 "PVC 4.20
TEE R 6 +82 PROJECT RENT PROJECT BY OTHERS PROJECT CONNECTION ELEV. 28.49 12 -1 -95 CONNECTION V. 28.66 12 -5 -95
6 "P C 3.20 +22 -1/2' 6 "PVC 2.10 +4
TEE E EV. 27.10 26 3 _I 14 11- 0 -95 16 18 19 20 21 22
CONN TION ELEV. 2E.18 n a h � d 1217
6 "PVC 3.85 �j c� a �c� 1001/1007 N 3RD ST 15 240 PELLY AVE N 17 234 PELLY 2 2 PELLY NO HOUSE # 228 PELLY AVE N 220 PELLY AVE N 216 P ILLY AVE N
300 PALLY AVE N vic NEW 42' MET SANITARY 23 PELLY AVE N AVE N AVE N
11 -28 95 F a 250 PELLY AVE N TI-FAMILY
N 4344.25
M77
v E 3964.12 ? SEWER (BY OT ERS TEE RT 9 +41 TEE RT 10 +14 TEE RT 11 +18
TEE RT 10 +87 TEE RT 11 +74
BENCH MARK O CITY MON TEE RT 8 +02 TEE ELEV. 27.34 TEE ELEV. 27.50 TEE ELEV. 28.11
TEE ELEV. 27.97 TEE ELEV. 28.31
(,1 TEE ELEV. 26.94 PLAN CONNECTION ELEV. 28.38 CONNECTION ELEV. 29.20 CONNECTION ELEV. 29.05
CHISLED SQUARE AT BACK OF WALK N PELLY AVENUE NORTH CONNECTION ELEV. 28.08 6 "PVC 1.20 +22 -1/2' 6 -PVC 1.75 +22 -1/2' CONNECTION ELEV. 29.29 6 "PVC 2.10 +22 -1/2' CONNECTION ELEV. 29.30
AT NE QUADRANT INT. OF N. BROOKS 6 "PVC 5.85 = SCALE 1" = 20' 6 "PVC 1.70 +22 -1/2' 6 "PVC 3.90
} W 12 -1 -95 12 -1 -95 12 -4 -95 12 -5 -95
AND FACTORY m Q w� z 11 -30 -95 w m M rn ^ 12 -4 -95
ELEV. 37.04 w N d o a ^ n r N m
CL M o- - _ I 3-o 3-o 0 I' O a n = W
r N w V) Z^ a W U N p 01 0) U .} N N O d. U
F'- 'f7 'f1 Q U) W ... N ........4). 0.j p .. (O SO ............................ . .... ..Op....... O F d.. M .... . ... .................:............. .. .� . L,J O r7
_ ..(.m .... ........... °. N ......... �... .....0 z _ rn
W O �3 - 04 O o' w NN F N - I r1 coO U DO '.O Z O Oo
Ld Z In O M: 10 N N a po O= ~ W, a 17 m O+ O VI J to O° M V DO N - N :O w J+ Lj
J �- FJ ^^ = F1-Fp �: Z F .n.�M� � � tAN _ N-,, M Wu-) No : wn .M �(A
U) J Q. ° ° ° U MZ t0 J X N I� Cn CV
w Q M Z N Z F w Z 3-: - N N Q DO N Q= �.-.^ a v.-. Q= W
_ W U X = M w .. 3- r Z w. p +I O 3- -}{ r7 i-= . Z� W :� Z Vl : >_ ± :� + CO U S
U Q= O> w U) _: .--• '� O O m N n O O V1, m O W O Z (n W ..,/ O^ - m '.0 Zip O (/] ........ >. O `�� ......................... F. - .. 1- Q N
- - r1 3- ......: _ co _ (if DO ....00 .3-. 0- 0) �. .. _.� O z � ....................:........ v.N _�......:...... _ � s _ _ O � rr_ ........ r7 N _ .._..................� Q �
W.�.... O z. N....- �... O (7 } + '-'j r H + Do 00 00 Do a '.t a m cn
Q (n + w v + + + + (n +
W r V) QZ9: - W W_ r-w : C3'�wl�0 w ^Q: I—w ~ M N MO Mvv In QW d- wI- : F F W
Qcn - ¢° ¢N Q° QU:a° �a� 3�a�°op �Ina�`r5o PROPOSED GRADE �i1zn 3-WW �Cno w� v1� �W nn cn
F¢ w� xX Fz wwF Fz �_ FZ F- wmF-
V) 0 0!: Lo � w W W cn D � Z cn v) w u) (n �: in z cn FL z �. cn 3- W W a w V) .
EXISTING GRADE
35 ....... ......... .. ... .......... ............................... .... 5
............. .............................................................. ............................... 3
30G
1439%--" r� O
+.29939%--l' I o o EX. 8" VCP
PROPOSED SAN SEWER
EX. 12" STORM DRAIN
30 ......GRADE .......�.. ............. .:........... ..:- -- - - --- _--------- - - -- - - - - -_ -- - - -- - - 30
- - -- - - - -- ----- - - - - -- - -
�- - --- - ----- -- - - - - - NEW 8" PVC SAN EW
NEW 8" PVC SAN SEW ..... .. 5
NEW 8" PVC SAN SEWO 31 ER- CONSTRUCTION N y
PER CONSTRUC 10 N S
2�4,4LT_ ®.32�... .... 2
�....
' >
W w W w n d
(o z w 8" METRO - U v N U o OD ,n OD
J � 00 ° (n Q ° CONNECTION > ~ F N H Of : � 00 � aD + F + w w H + r + � + � +
3-+ J Z C V 3- r 0 J 3- J O 3- J 3-O J O J 3- O J 0 a J r
O ° Do (BY OTHERS) (wit + uwi rn rn ; vwi _ U) U).... N.. ......... .. � ......... :.... ........ Q� F' waeRcs
.......0' .......:3- ... °. +.. .... ............+ °... ................. ....3-.:..3- �..or......... ..3- ....o!............. ...... - -cr T .3- .� ..3- ..� .. a co o Shy T
wN w WO ro wN wm N o(n r') r, s
w w w w w w w w w w w w
�o QN w(� 3- Wro r)Q �CD �'n DoQ�m �o � � +¢� � +Q �+ +¢ +5+ �: omen ti���o
.} W.} W 'W+ co Z QO'n O� QOLO +O W+ Ld W+ +0W+ W+ t + W w � ocDw w pp wo pp w New w. w w o-
N f0 V) :V) Q Q F ,..j F F �.,j DO V) 00 V) M Do 00 N Do U m m (I W (n V) V) V) _ 7 (n U) : N V) 'n z
V N
V)
V) V) YM W W W W W W W Oo W W W W W' W W
�a W°Q .�Q Cry U c N U Qd_ °Q °Q °Q Q� °Q" °Q Q ; °Q °Q Q °Q °QQN °Q QN W Q : p ° °" O °
=) aQJ N CLQJ F\ -F -F-- -F F \ -F: -F F -F -F � F \_F FF� F F °F .... ... F -F !- Q F__
"� 1703-4.,
N..�.�.. >.o1 w .......N w. > m.w . . :...............n r7... N �. v) (n.. N. u2 Cl) ...... n.(n (n .. V) _W cn..: vi (n .(n (n .:. (n'n .(n v) .(o n.(n �...........� V) (4) �.... (n to tn. cn c/) - ... � �... � N.. N N.......... o�F cls
7 +00 81-00 9 +00 10 +00 11 +00 12 +00 SSIONAL V
REFERENCE NOTE CITY OF RENTON METRO CONNECTION CITY OF RENTON
PROJECT PROJECT BY OTHERS PROJECT E%P,RES 3 /:e /os
ORECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY
SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD HAMMOND, COLLIER & WADE- CITY OF RENTON
PLAN # BO 79, DRAWING # BR 33 AND STANDARD PLAN # BO 82, 41CK,v j(,t LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS
o DRAWING # BR 35. 9 `'er AS -BUILT CERTIFICATION PROFILE
4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT
OWHERE MIN. 12" CLEARANCE CANNOT BE MAINTAINED, PROVIDE Cn 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SCALE 1" = 20' H SEATTLE, WA 98103 -8090
ETHIFOAM PAD BETWEEN PIPES. a LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS 1" = 5' V S -0513 (206) 632 -2664 acw.L ALLEY BETWEEN PARK AVE N & PELLY AVE N
SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY FROM STA 6 +50 TO STA 12 +00
23613 ME OR UNDER MY DIRECTION.
RECOMMENDED FOR APPROVAL
f'+oRS4° DATE: 6/26/95 FILE NAME:
DESIGNED: REB
i S L►t1� F.D. RINGEL L.S. 23613 DATE- / °' Lz -9G PLAN REVIEW DATE DRAWN: DPH
E%PIRES e/'1 /f1 CHECKED:
SCALE: AS REM BOON: PACE
3
i W
SEWER UTILITY DATE NO. REVISION BY APPR. DATE APPROVED: SHEET: 12 OF: 3
f
t
,i
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11-
3- a
m �
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24:1 � r
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p"
12-4-95
12 -4 -95
12 -5 -95
11 -28 -95
MHD -3 OUTFALL PIPE
RAINED OUT WORST STORM
11 -30 -95
"PVC
6 "PVC 4.80 +22 -1/2'
6 "PVC 1.20 +45'
6 "PVC 3.65
6 "PVC 3.15
IS
NOT IN THE CENTER
IN 5 YEARS -- 11 -29 -95
6 2.45 +45'
CB TYPE I
CONNECTION ELEV. 29.84
SSMH 54
CONNECTION ELEV. 29.31
CONNECTION ELEV.
29.10
CONNECTION ELFV.
28.22
OF MH BECAUSE OF
PARK
AVENUE N 0 R TH
CONNECTION ELEV. 29.10
RIM 32.91
TEE ELEV. 27.78
RIM 33.93
TEE ELEV. 28.12
TEE ELEV. 28.39
TEE ELEV. 26.9'
EXISTING 8" STORM LINE
TEE ELEV. 27.01
IE 28.14 N 8"
TEE LT 10 +28
IE 27.73 N/S
8"
TEE LT 11 +26
TEE LT 11 +84
TEE LT 6 +55
T
M/c
N 4343-23
TEE LT 8 +26
IE 28.17 S 8"
10
_
BENNETT APTS
a
_
E 4271.08 '
a
T
YNASTY'S EAST
BOT 27,1 11
235 PARK AVE N
2
9 PARK AVE N
223 PARK
AVE N
221
PARK AVE N
w o
(0 � 2
1
?
CITYMON 8�
cD
-D
7 PA
K AVE N
12 -1 -95
9
8
7
g
217 PARK
VE N
z_ o
J
_z
J
3
13
12
12 -1 -95
"PVC
6 "PVC 2.50 +22 -
/2'
12 -4 -95
S
N
w
11-30-95
6 PV
3.20
o
° SSM
°
6 1.
CONNEC
5 +45'
ON ELEV. 28.57
CONNECTION ELE
29.15
SET MH D
4
6 "PVC 2. 0 +22-
v w
=
v
Q =
cn
CONNECTION
ELEV. 27.93
a
d
RIM
3.51
S 8
ELEV.
27.17
TEE ELEV 27.45
12 -1 -95
CONNEC ON ELEV.
29.44
LAUNDRY
Q �
F
Q
U
(�
a
IE 2
.98 N
TEE
TEE LT 9 +89
TEE EL V. 27.90
MAT
Li
TEE
LEV. 27.18
2
CB
TEE LT 92
10
W
TEE
7+17
U
0
0
RIM 32.7
EXTRUDED
TEE L +70
(w
(n
METRO STA
N to all
a
, E 31.74
4" SID
CONC. CURB
ASPHALT
4' CEDAR
EDAR
6' CEDAR
EANOUT
.a3MH
547
U
_N
SEWER
PARKING
B
FENCE
CE
FENCE
A ARTMENT
RM 33.46
°
I
IM
2.64
CB
CONC. D
BLDG
I 26.23 N 8"
4'
CED R
a
�
a
=
F-
ASPH.
LAID TO HERE
SEWER
W'
30.74 RIM 32.91
5' CEDAR
CB
NEW TYPE
11
1 CB
R MOVE
& RE(�LACE
5
E
CE
�
ARKING
11 -30 -95
�
IE N 31.91
AA
ARAGE
FENCE
IMI
4.2
STA +37
E ALLEY
PA
EMENT
6
�
STA 7 +90
TEL RISER
/
o
GRA L
°
4" SI
E
AD4
pWE
o
U
N W TYPE I CB
BLDG
SD 8
RIM 8
G 5/8"
u=i
1
CONC.
SEWER
GARAG
9 --
ROCKS
--
&HEDGE
- - - - - -
1
VEL
PARKING
1
o\ vUGP TA 7 +25 UGP 1 GRAVEL \ w ° ° C NC. CON .
EW 54" MH w STA 7 +93 n AVEL H GE a �_ � 6' CEDAR n EN e ¢ D 3' WIRE
-3 ELEC. w z NEW METRO cD ¢ cn o 1 El 095 FENCE cD DW 12 -4 95 ° FENCE
LAID TO HER SPHALT VAULTS F a CONNECTION c0 ° STA 10 +25 REMO E EX. o a
11 -28 -95 ARKING Q o > (BY OTHERS). GRA L Z Q CEDAR
SD 4" O w 00 NEW 54" MH, MANH LE o �
CB CB °- cn VACANT -REMOVE & REPL CE 5 w U #D -4 GARAGE F NCE ¢ o
Fil RIM 32.0 v N w O w HOUSE SHACK X. ALLEY PAVE ENT R M VE &REPLACE °
6" SIDE L, F U J 36 p SEE BUMP &
L, J I ^ N = m w 009 N 3RD ST TEE RT 9 +09 = A IC SIG S TEE RT 11 +54
SEWER Q N d 3-o
Q a TEE ELEV. 27.24 36 TEE ELEV. 28.21
BU IED TRAFFIC
~ ° D CA LE CONNECTION RT 8 +50 CONNECTION ELEV. 8.72 TEE RT 9 +8Q 1 NEW 18" SANITA Y SEWER CONNECTION ELEV. 9.48
25 BLDG CITY OF RENTON METRO CONNECTION CI OF RENTON ELEV. 27.06 6 "PVC 3.85 TEE ELEV. 27.44 6 "PVC 4.20
TEE R 6 +82 PROJECT RENT PROJECT BY OTHERS PROJECT CONNECTION ELEV. 28.49 12 -1 -95 CONNECTION V. 28.66 12 -5 -95
6 "P C 3.20 +22 -1/2' 6 "PVC 2.10 +4
TEE E EV. 27.10 26 3 _I 14 11- 0 -95 16 18 19 20 21 22
CONN TION ELEV. 2E.18 n a h � d 1217
6 "PVC 3.85 �j c� a �c� 1001/1007 N 3RD ST 15 240 PELLY AVE N 17 234 PELLY 2 2 PELLY NO HOUSE # 228 PELLY AVE N 220 PELLY AVE N 216 P ILLY AVE N
300 PALLY AVE N vic NEW 42' MET SANITARY 23 PELLY AVE N AVE N AVE N
11 -28 95 F a 250 PELLY AVE N TI-FAMILY
N 4344.25
M77
v E 3964.12 ? SEWER (BY OT ERS TEE RT 9 +41 TEE RT 10 +14 TEE RT 11 +18
TEE RT 10 +87 TEE RT 11 +74
BENCH MARK O CITY MON TEE RT 8 +02 TEE ELEV. 27.34 TEE ELEV. 27.50 TEE ELEV. 28.11
TEE ELEV. 27.97 TEE ELEV. 28.31
(,1 TEE ELEV. 26.94 PLAN CONNECTION ELEV. 28.38 CONNECTION ELEV. 29.20 CONNECTION ELEV. 29.05
CHISLED SQUARE AT BACK OF WALK N PELLY AVENUE NORTH CONNECTION ELEV. 28.08 6 "PVC 1.20 +22 -1/2' 6 -PVC 1.75 +22 -1/2' CONNECTION ELEV. 29.29 6 "PVC 2.10 +22 -1/2' CONNECTION ELEV. 29.30
AT NE QUADRANT INT. OF N. BROOKS 6 "PVC 5.85 = SCALE 1" = 20' 6 "PVC 1.70 +22 -1/2' 6 "PVC 3.90
} W 12 -1 -95 12 -1 -95 12 -4 -95 12 -5 -95
AND FACTORY m Q w� z 11 -30 -95 w m M rn ^ 12 -4 -95
ELEV. 37.04 w N d o a ^ n r N m
CL M o- - _ I 3-o 3-o 0 I' O a n = W
r N w V) Z^ a W U N p 01 0) U .} N N O d. U
F'- 'f7 'f1 Q U) W ... N ........4). 0.j p .. (O SO ............................ . .... ..Op....... O F d.. M .... . ... .................:............. .. .� . L,J O r7
_ ..(.m .... ........... °. N ......... �... .....0 z _ rn
W O �3 - 04 O o' w NN F N - I r1 coO U DO '.O Z O Oo
Ld Z In O M: 10 N N a po O= ~ W, a 17 m O+ O VI J to O° M V DO N - N :O w J+ Lj
J �- FJ ^^ = F1-Fp �: Z F .n.�M� � � tAN _ N-,, M Wu-) No : wn .M �(A
U) J Q. ° ° ° U MZ t0 J X N I� Cn CV
w Q M Z N Z F w Z 3-: - N N Q DO N Q= �.-.^ a v.-. Q= W
_ W U X = M w .. 3- r Z w. p +I O 3- -}{ r7 i-= . Z� W :� Z Vl : >_ ± :� + CO U S
U Q= O> w U) _: .--• '� O O m N n O O V1, m O W O Z (n W ..,/ O^ - m '.0 Zip O (/] ........ >. O `�� ......................... F. - .. 1- Q N
- - r1 3- ......: _ co _ (if DO ....00 .3-. 0- 0) �. .. _.� O z � ....................:........ v.N _�......:...... _ � s _ _ O � rr_ ........ r7 N _ .._..................� Q �
W.�.... O z. N....- �... O (7 } + '-'j r H + Do 00 00 Do a '.t a m cn
Q (n + w v + + + + (n +
W r V) QZ9: - W W_ r-w : C3'�wl�0 w ^Q: I—w ~ M N MO Mvv In QW d- wI- : F F W
Qcn - ¢° ¢N Q° QU:a° �a� 3�a�°op �Ina�`r5o PROPOSED GRADE �i1zn 3-WW �Cno w� v1� �W nn cn
F¢ w� xX Fz wwF Fz �_ FZ F- wmF-
V) 0 0!: Lo � w W W cn D � Z cn v) w u) (n �: in z cn FL z �. cn 3- W W a w V) .
EXISTING GRADE
35 ....... ......... .. ... .......... ............................... .... 5
............. .............................................................. ............................... 3
30G
1439%--" r� O
+.29939%--l' I o o EX. 8" VCP
PROPOSED SAN SEWER
EX. 12" STORM DRAIN
30 ......GRADE .......�.. ............. .:........... ..:- -- - - --- _--------- - - -- - - - - -_ -- - - -- - - 30
- - -- - - - -- ----- - - - - -- - -
�- - --- - ----- -- - - - - - NEW 8" PVC SAN EW
NEW 8" PVC SAN SEW ..... .. 5
NEW 8" PVC SAN SEWO 31 ER- CONSTRUCTION N y
PER CONSTRUC 10 N S
2�4,4LT_ ®.32�... .... 2
�....
' >
W w W w n d
(o z w 8" METRO - U v N U o OD ,n OD
J � 00 ° (n Q ° CONNECTION > ~ F N H Of : � 00 � aD + F + w w H + r + � + � +
3-+ J Z C V 3- r 0 J 3- J O 3- J 3-O J O J 3- O J 0 a J r
O ° Do (BY OTHERS) (wit + uwi rn rn ; vwi _ U) U).... N.. ......... .. � ......... :.... ........ Q� F' waeRcs
.......0' .......:3- ... °. +.. .... ............+ °... ................. ....3-.:..3- �..or......... ..3- ....o!............. ...... - -cr T .3- .� ..3- ..� .. a co o Shy T
wN w WO ro wN wm N o(n r') r, s
w w w w w w w w w w w w
�o QN w(� 3- Wro r)Q �CD �'n DoQ�m �o � � +¢� � +Q �+ +¢ +5+ �: omen ti���o
.} W.} W 'W+ co Z QO'n O� QOLO +O W+ Ld W+ +0W+ W+ t + W w � ocDw w pp wo pp w New w. w w o-
N f0 V) :V) Q Q F ,..j F F �.,j DO V) 00 V) M Do 00 N Do U m m (I W (n V) V) V) _ 7 (n U) : N V) 'n z
V N
V)
V) V) YM W W W W W W W Oo W W W W W' W W
�a W°Q .�Q Cry U c N U Qd_ °Q °Q °Q Q� °Q" °Q Q ; °Q °Q Q °Q °QQN °Q QN W Q : p ° °" O °
=) aQJ N CLQJ F\ -F -F-- -F F \ -F: -F F -F -F � F \_F FF� F F °F .... ... F -F !- Q F__
"� 1703-4.,
N..�.�.. >.o1 w .......N w. > m.w . . :...............n r7... N �. v) (n.. N. u2 Cl) ...... n.(n (n .. V) _W cn..: vi (n .(n (n .:. (n'n .(n v) .(o n.(n �...........� V) (4) �.... (n to tn. cn c/) - ... � �... � N.. N N.......... o�F cls
7 +00 81-00 9 +00 10 +00 11 +00 12 +00 SSIONAL V
REFERENCE NOTE CITY OF RENTON METRO CONNECTION CITY OF RENTON
PROJECT PROJECT BY OTHERS PROJECT E%P,RES 3 /:e /os
ORECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY
SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD HAMMOND, COLLIER & WADE- CITY OF RENTON
PLAN # BO 79, DRAWING # BR 33 AND STANDARD PLAN # BO 82, 41CK,v j(,t LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS
o DRAWING # BR 35. 9 `'er AS -BUILT CERTIFICATION PROFILE
4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT
OWHERE MIN. 12" CLEARANCE CANNOT BE MAINTAINED, PROVIDE Cn 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SCALE 1" = 20' H SEATTLE, WA 98103 -8090
ETHIFOAM PAD BETWEEN PIPES. a LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS 1" = 5' V S -0513 (206) 632 -2664 acw.L ALLEY BETWEEN PARK AVE N & PELLY AVE N
SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY FROM STA 6 +50 TO STA 12 +00
23613 ME OR UNDER MY DIRECTION.
RECOMMENDED FOR APPROVAL
f'+oRS4° DATE: 6/26/95 FILE NAME:
DESIGNED: REB
i S L►t1� F.D. RINGEL L.S. 23613 DATE- / °' Lz -9G PLAN REVIEW DATE DRAWN: DPH
E%PIRES e/'1 /f1 CHECKED:
SCALE: AS REM BOON: PACE
3
i W
SEWER UTILITY DATE NO. REVISION BY APPR. DATE APPROVED: SHEET: 12 OF: 3
f
t
,i
�'t T 3-1 r
11-
3- a
m �
i I
24:1 � r
Iw
p"