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PORTION OF THE NE 1/4, SEC 32, TWP 24 N, RGE 5 E, WM
L� LEGEND
f SET MONUMENT IN CASE
FOUND MON IN CASE, 1 1 /2" BRASSY
o EXISTING STORM DRAIN
.j
EXISTING WATER MAIN
PROVIDE RIP RAP ya _
REMOVE EXISTING FIR
E HYDRANT
„„ „„„„„„„ CB 9��•► EX STA 0+02.00; 21' RT
to
',' ,`/ <_ „'„'„'„ RIMS 1O.D.41" i6 LF 24 SID '?�,2 CB #1 - TYPE II-48 EXISTING WATER VALVE
90'-96" COMBINATION ® 15" SD RIM-- mot- s �A __
IE(12-S,W)=4�fr 36 ! -7,`��
/\ �0 IE(12-SW)=-fi�.651 1?2'bk L_ r•r
DETENTION TANK & a •�-* �i K EXISTING WATER METER
CB 11 - TYPE II-54" ROCKERY WATER QUALITY TANK STA 0+00 IE(24"-SE,NW)=-71. j• „ „
CB 12 - TYPE MATCH CROWNS EXISTING AIR RELEASE VALVE
RIM88•�4 ! 8 MAX. ECOLOGY RIM=3 8 ! $ HEIGHT VARIES SEE DETAIL SHEET 5 22 RT �- ,
61 0'-6' - 20' PRIVATE MEPROVEMENTS GIN ��
0 PRIVATE BLOCK WALL
IE IE(36"CMP-E)� 117• I ,. -I- � 0 10 20 4o EXISTING UTILITY POLE
TOP=180.8 t .04 DRAINAGE -SEE NOTE THIS IE(12"-W)=•�&$4 �� ,7kr SEE NOTE DRAINAGE & 5' ASPHALT \ o STA 0+39.2f (FIELD VERIFY) i
TOE=172.8 EASEMENT TOP=175.8 SHEET IE(12"-S)=I-�6.8+ 1 ,4 THIS PAGE ACCESS EASEMENT RAMP o B 21 RT L SCALE 1" = 20' TBR TO BE REMOVED
0E=175.8 33- LF 12" SD ® \ \ o CB #2 -TYPE II-48
N88°11'38"W 249.52 34 1, eat, RIM=188.80 Ito•9Y.
1 3165 SF _____ __ IE(EX.-E)-;�&:f= 175•i2 PIPE SPECIFICATIONS
- _
--------- -----
ADDITIONAL - R �� -- o IE(24"- SE, NW)-;76•-5+1.75'17- ALLOWABLE PIPE MATERIALS
BUFFER
6_-LF'"12 SD 2 THE FOLLOWING PIPE MATERIALS ARE ALLOWED:
IE=181.8 --/ •' • �' \ NOTE: CONTRACTOR
& INVERT A.
VERIFY
ZZ
•'� 18 L 12 SD 0/6 180 � � � •- � -- a�v SIZE, � A. REINFORCED CONCRETE PIPE
.� I.06 $% IE=181f SIR• INTX STA 0+00 - ROAD 'A' B. ALUMINIZED TYPE 2 CORRUGATED STEEL (MEETS AASHTO
58
10 0' PRI TE -� -CL STA 0+96.29 - MONTERY PLACE NE TREATMENTS M274 AND M56)
CB
V / !g0•2 NTROL MH 4
RIMS$ DR » # \ �<.. C. GALVANIZED CORRUGATED IRON OR STEEL PIPE,
IE(12"-N,E)=�:I IE-186f ! FAS I�E�T R&F IE=186f T PE II-54 �� 22 o TREATMENTS 1 THROUGH 6
.16 _ - - SOLID LOCKING LID `�
� 30 � o D. GALVANIZED STEEL RIB PIPE, TREATMENTS 1 THROUGH 6
5,577 SF,� ® 2��, S
E DETAIL SHEET 5 �,
.. tJ E. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52)
I =180.00 RELOCATE ` p► _
PROPOSED _ (5257 SF-_1
NET) 0 4,550 SF - _ t�� � 10' UTILITY ���> � �- _•. c� � ' V
BUFFER �, 6 0 SF / v� - 0 ER FLOW. -11.4po� EASEMENT, R MOVE AIR VAC P ��`
IE! -� ASSEMBLY F. LINED CORRUGATED POLYETHYLENE PIPE (LCPE)
V N 92 TYP. E �` G. CORRUGATED POLYETHYLENE PIPE (CPE) THAT IS SINGLE
TOP=186.8 � 67 SF NET) C 7 - TYPE I � � 5, N j � , 491 SF
TOE=178'8 CB - PE I // SOLID LOCKING LID STAB+52.0; 16' RT 24 SD� ;, , �:% o\ AWCUT INT� WALL AND FULLY CORRUGATED
.,,� �, ° EX PAVEMENT
RIMS !$,.vK ! RIM-,.,.�.�T }q•25 CB #6A\' TYPE I RELO ATE �'� H. POLYVINYL CHLORIDE (PVC) SEWER PIPE
° - W (TY ICAL)
10' PRIVATE i$1.19 ��ti IE(12-W)=g88.885 m - °, fa•q FIRE J�
IE-�:25• ,,,0 I. SOLID WALL POLYETHYLENE PIPE (SWPE, ALSO KNOWN AS
DRAINAGE IE(E,N)=- Ib� $ HY NT �/ )
� •': l HDPE PIPE OR HDPP
- „EASEMENT oo I =184.8
, k J. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT
STA. 2+01�15.25 RT 1, r' _ TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
T = : _ ; / CB 8 � TYPE 11 •�. I < `; . 1
-l. RIM= B� 152.4>I Y ..2 �� •. < < ® ', �� NOTE.
IE=34 lQ,1b•3S 5. ., ff ::y IE=176.00 (8"PVC-W)\NEW
„- -12» SD ® - 117 N12 SD RED L 8c CONNECT TO USE DUCTILE IRON PIPE IF LESS THAN 2 OF COVER
�
ly,-�o� 6" PVC LOT RAIN 2 7�i 2+0 '`�' ��� I� Z� EXIST RECHANNEL H
® 0.5% MIN (TYPICAL) a -�---� - PROPOSEC W ER AS NE SSARY BASIS O F BEARINGS
STA. 0+ 2.0, 7.6 RT
YARD DRAT STA - N +0 � ��'• SD CB#6 - TYPE II THE MONUMENTED CENTERLINE OF 116TH AVE S.E. BEING N
/�• r ",,,-TOP /Q}9.q� a I PROPOSE SEWER ?�' W/ SOLID LOCKING LID 01`32'49" E
IE= 5 I I 1
TOP=189.8 N i (( I I 19 ROAD ' A' I P STk ". ' IEIM''!
TOE=181.8 5,322 SF Y*. j Ist•3 DATUM
- w ;,.. / J J I o 92.88 ' .: '" N STA 1+30.71; �1' RT
N NAVD 88
(4947 SF NET) i STA. 1+78.38 .. - LL �f CB #3 - TYPE I -48"
``��.; /j,� _4 ' 22.8 ' ,, :.?� ;�': :� - :� - g0T �. �� RIM= 1 88•q BENCHMARK
LID9 X < IE 24 -NW,SE 1 i•
0 9 <. = --- -- 19 - 1E(24C"-•`j . 1� I .
I 1 _ 1,; i ., „ z .� � � � �g'Z �� <- - CITY OF RENTON CONTROL N0. 1835
\ YARD DRAIN #2
TOP=193.3f 19 � '•-'. •� IE= rl a r 1 r. FOUND A 3/8" BRONZE PLUG WITH A PUNCH MARK ON A
a p ° \ 1`%
IE 18 \ CONCRETE POST MONUMENT DOWN 1.0' IN A MONUMENTED CASE
� =19 � -- � g ' 9
,H LT 0 REMOVE APPROX. 1.7' SOUTHERLY AND 13.0' WESTERLY OF THE
IVATE 5 AS20
EX \ CONSTRUCTED INTERSECTION OF S.E. 88TH STREET AND 116TH
INA
�.
TBR 2o1.5f EA�EME 20
24" SD \ AVENUE S.E. ELEVATION = 326.652'
<, 20
10' UTILITY STA 1+78 206 STA 1+32.71 ,. � CITY OF RENTON SURVEY CONTROL NO. 1893
0' EASEMENT, 72.80 0' TILITY 20 A /
- FOUND A 3-1 2" FLAT BRASS DISC WITH A PUNCH MARK ON
5 I /` r / 21 +-- Y 3.3 LTA 22 RT PC R
TYP. j I / SEMENT, I END IMPR E�N�TS by \ No ERSECTIONO OF MONUMENT
80TH STREET &TH 116TH AVENUE T S.E.
of � � >;- - . ,.� - TYP.
-- o
. W/ THRU CURB�INL T '+ ELEVATION=321.275
EWALK o
37.5 YARD DRAIN 3 - E MENT RIM=48.4+ Igb t4? ° k
REpUCEO TOP=195.8 / IE=899 lQ�•1 o0 0 HC RAMP -TYP.
BUFFER IE=190.84 �o �� � � \ � � SEE DETAIL -SHEET 6 & 7
9 LLI
TOP=195.8 �Q CKERY �' ►{ram / 02 BOLLARDS
TOE=187.8 ti� (2) STREET TR LO i HMHT VARIES 7,080 SF O SEE DETAIL - SHEET 5
6_ SENSITIVE (RANCHO COL MNAR RG NT 0o_4•- LO p 03 DRIVEWAY CURB CUTS - TYP.
AREA 7,489,SF CHERRY) 5 ANDSCAP NG TRIP E NQTE � H SEE DETAIL - SHEET 6
BUFFER RED CTION EASEMENT IE=194f ALONG THE ACK OF SIDE AL ° ,THIS SHEET O v� �0
MITIGATION LANTING - SEE LAN SCAPING ETAI Z \ NOTES:
WITHIN SENSITIVE SHEET 4 ( YPICAL) j
AREA EA MENT - 8 MAX. \ TO REMAIN N
ECOLOGY �`�5,708 SF/ BR 1. 1. ALL WALLS AND ROCKERIES OVER 4' IN HEIGHT WILL
BLOCK WALL I � /
M I Uj 3a REQUIRE SEPARATE PLANS AND PERMIT FROM THE BUILDING
L_
<< I A � Te z Z k DEPARTMENT.
- -+"' 5' WATER R
o I
EX C AINLINK FENCE �.9 EASEME�JT �" 9,541 SF W \ 0 2. ALL MAIN LINE STORM CONVEYANCE TO BE CPEP (N-12)
TO E REMOVED / � UNLESS OTHERWISE INDICATED ON THESE PLANS.
;' IE=72.0f
IN BUFFER AREA �I ; Q I VI
CTh
(I ON SUBJECT FRBI 3. ALL SIDEWALKS, DRIVEWAY APPROACHES AND CURB RAMPS
a
t Z SHALL BE DESIGNED AND CONSTRUCTED TO MEET CURRENT
OPERTY)TOPD203AIN 5 ,.� E G AL ADA REQUIREMENTS.
'6 � 15'x15' WATER _ �- � _ � R. 1 � .3 . S� UP E
% IE=200.3 a �� A EASEMENT------ - �� � Lli�. , of WATiry
- -
Call
YARD DRAIN �� N �_1 � 9 .53 � � / � � � �
OP 193.8 TOP-193.8 ;' ,� f-- �
w before you ,ot
TOE=189.8 IE=191.3 ° w w ° m
I n/ r- i` -I- r I n I -I- l / w w Q Dj9
• 11332
/ �I �� 1- - I I\/ 1 1� � 1 `_ 1- 1 11 1 1 1 �_� I (n W /� \ k v. � 1 S I'Cg� 1ti r r L_ �� I I I\/ I v I / I I\/ I \ I I L_ / \ I w
F� I, I I l I l
c o 1-800-424-5555
�N,N
SjONAL
ER5' _o_ TlEAS 15'EwER TEMPORARY BENCHMARK AVOID CUTTING UNDERGROUND EXPIRES 11/30/08
-- SEMENI UTILITY LINES. IT'S COSTLY
T
`[[r77pylggpp.e tij; I
�lS Y.I•r YI'
",`{r "AS -BUILT" *A.V 4;�f RECOMMENDED
r,MA1 ION SHO`rNN
4N � � d •hT jw.n�Y� C+ � , ''
0 I � REFLECTS EXISTING #�+ $ ' t ti��
APPROVAL
✓ " FIc! D CC.iNDITIONS AS OF THIS t gam' '• INN; BY
'
r /
WILLIAti1 SHUPE HOL SER PLS 1 332 �` ' ---_ _
. _ . _ - ,�.zBY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
-_ DATE
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 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 UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555
UNDERGROUND SERVICE (USA)