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) STCB 1322 11m=42 -69 — -j
- / — 12 CPP ,SE IE=426- ' { I c
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STCB 1291 RIM=42�-� —� _ �� �.' - � � c - �., ,VErll?�N�=
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6" IP ow5 E IROCK
70P=427,87 INLET=426-87
KEY NOTES�.:.'::- :.:.: �
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(D SILT FENCE PER CCR STD. PLAN 214.00
CATCH BASIN FILTER PER COR STD. PLAN 71i...................
02,2(D
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3 TEMPOF2ARY CONSTRUCTION ENTRANCE PER OR STD- PLAN 1510 ..'��.
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PROTECT EXISTING STORM STRUCTURE AND ASSOCIATED 18 �w {�' ...............................
::::::::::::::....
d STCS 1345 RIM=4'30.25
APPURTENANCES, TYP-� ,i..:.:.:.:-: :::::::.::::::....
12" CPP E IE=426-0fi STOB 1349 Rlht=4 8.82 7 .
12" CPP hk4 IE=426-08 12' CPP SE IE=425-27 14 _I'`
5 PROTECT EXISTING STORM DRAIN LINE, TYP. 12" CPP w IE=425-27 14 � � n::..........':-'.::'::::''::'.
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4 .......:::::::::.:.:.. .. .-..-...-..-
r` 4 PROTECT EXISTING POWER AND OOMMUNI ATION STRUCTURE AND � 6 � - I
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ASSOCIATED APPURTENANCES- SEE ELECTRICAL PLANE-
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PROTEST EXISTING PY�+Ef AND COMMUNICATIONL fE, SEE y
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ELECTRICAL PLAN_:4:' '
DEMOLISH EXISTING TREE STCB 720 RIM=427-10 ;=
1 " CPP SE IE= 423.85 14
r DEMOLISH STORM DRAINAGE STRUCTURE- 12" CPP NW IE=43,85 + -..-......-.-..-�......:.:.:.:::. :..:.
.... ....4�-
;. ' .... - .........................
70 DEMOLISH STORM DRAIN LINE- 1
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DEMOLISH EXISTING POWER AND COMMUNICATION STRUCTURE AND ................. .................................... �
ASSOCIATED APPURTENANCES. SEE ELECTRICAL PLANS,
I 12 :"..� 1...:: ' '........:: ''�RESERVED :.::_ .....:..
DEMOLISH EXISTING POWER AND COMMUNICATION LINE, SEE .......ez
ELECTRICAL CAL PLANS. ..:...:: .... .. .. ..... IF_ �
1 -. '...'. ..... E .LANE'.....
STCB 1082 RIM=421,30
12" IP E CE-417, 74
5" PVC SE IE= 418, 58
12" CPP SW IE=417-78
6" PVC NW IE=417.97
TCB 108 RIM= 4 1.7�4
12" CPP E IE=41793
12" CPP 1h' JE--417.92
STMH 966 RIM=423,03
16" CONIC NE IE=416,76
4" CONC S IE=417.49
12" CONIC NW IE=418-88
LADDER SE
STYED 1055 RiM=4 1-25
4" PVC SW iE=420.65
STCB 1081 RIM=41 a-98
12" CPP E IE=416-83
6" PVC SE IE=417-81
12" IP -4 IE;AW.4&0 00 OW
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GRAPHIC SCALE
0 10 20 40
I' = 20 FEET
-999
IN COMPLIANCE WITH CITY OF RENTN STANDARDS
y T� — — z _...- :: ....... :. ......:.:.:.:.:.. :': -',:._,;-:.,:,;._...:_.1.3. �' DEVELOPMENT ENGINEERING SURFACE WATER UTILITY %y�Yr —�• '� — _ __
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Call before you dig.
AHBL PROJECT 2170057.10
NUKE
00MMA OF TM6 GOON 1.14ALL M A ME W
Ptn ft 1A""AM.maw cr
M DMIRliT GOES MY DWATE FROM FESR4RD
0*U!bW W KS N 41- TAS GOft" 6 FOR LNE
qEr rM R'C P"gCf KOTM N " GTLE RM
AN tS WF TO BE M FOR FMW RMM OR
AWTHN TO THAT PSGECT OR FOR W Oh[M MECI_
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T ,A C O M A • SEATTLE * SPOKANE +TRt-CITIES �
221$ Nolih aft Street. wte nD TOComa. *A 9s i f
263.392NV TD. 253,3 25P2 fMk vn j l.mm PO
REVISED PER CITY COMMENTS
REVISION
m 12
SURVEYED,:
D. FOLLANSBEE
SCALE'
DESIGNED:
B. SCHEND
DRAWN:
F- KATONA
CNE INCH
Bis
717i1 7
1 SIVIC
rCHECKED:-
. FIERST
aT `U�
IF NOT OHE IHwM
WXE M=RDINGLY
BY
DATE
APPR
APPRCNED:
S, COMFORT
VaT1CAL. Rkz 1968
HORIZONTAL: NOD 1963/1991
DAT{J M
CITY OF
ENTN
Planning/Building/Public Works Dept,
I FItz-james 07/ 1/ 017 r traKa 0 12 1 /2 u 1
LINDBERH HIGH SCHOOL
SOUTH PARKING LOT IMPROVEMENTS
RENTN SCHOOL DISTRICT
I c * :4l117z IVANIIIre701UW�1
06/08/201
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