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EX. CB -
RIM 61.
f?-5 IE 58-1
V)
It
N89*43'37"W
798.96
pEX. 8" SEWER
-Z-V
RIM 61.78
IE (8- SE) 5&56
IE (8- NE) 58.42
IE (8* M" "
PLACE FILTER FABRIC UNDER
GRAN PER AUBURN
00
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lif 1111 M1111211112911misol 0 1 Wmll EN go I ml wm pJPL
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18 TH SIMT NE
EX.
NUT
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- - - - - - E- - - .- IF T(& - - - - - - - - -
- U
C4
EX. SSMH
/RIM 61.0
IE 57.14 (8- SE)
IE 57.02 (8- W)
REVISED PARKING
IE (r E) 59.41
IE(8- NW) 59.37
PLAIN RF FABRIC UNDER
GRATE PER AURM SID. DR. DEV-8.
fiM 60.79
IE 56.9
160.8
8 SW) 56.85
FILTER FABRIC UNDER (AA.X M_ EX 6" WATER
EX. If Tow
- 'Z
62 tr Ir m poor"
SDR21, S-1.0% MIN. EX. POVER V*A I
AIV
D
I
IL
AIRPORT
AUBURN FOOD BANK
17201" STREET NE
AUBURN, WA 92
(206) 833-8925
n�rbs ray
AROILU
M KEW ASSOCIATES
ATTN: ALAN KEW
216 *A" STREET NW
AUBURN, WA 98MI
(206) 939-3232
MQ&T DATA
ZONING
PI
LOT SIZE
6.43g- ACRES
of" 8 T
PROJECT SIZE
17, SF 8.39 ACRES
ciry
5T
EX. FOOD BANK BUILDING
2344 SF
we 41H
- BUILDING AM TION
8% SF
It
- COVERED SCREENED STORAGE
136 SF
-;;t.,
R W" YMAINTENAKE QLDG-
.480-SE
Ist St
TOTAL
- f I
OCCUPANCY
B, S-2
t;
TYPE OF CONSTRUCTION
YN
PAR" M�w
StANDARD(9' ION. x 19')=
20
(12.5' MIN. x 19')= 3
IMN
n't
STALLS4im-
a
tw-44
SCiJOOL
IN
Q& 19 Mein
BRA TAN WEST D.C. #37 BEGINNING ON THE WEST LINE Of D.C., 1485
VICINITY
MAP
FEET NORTH FROM SOUTHWEST CORNER THEREOF, THENCE EAST PLL
r*JMTH
SOUTH LINE 1HEREOF 625.44 FEET TO RE TRUE POINT OF BEWW,
N.T.S.
THENCE CONTINUING EAST 814.96 FEET, HENCE NORTH PLL SAID WEST LINE.
LOCATED "RON THE N 1/2 OF SECRON 7, T21N, RSE, W. I. AUBM, WA.
PARCEL #000IoO-Om-O9
LEGEND
"oor
AUBURN BENCHMARK #16-L: PC MONUMENT AT CENIERLK OF
CBMIM
NEW
on=
T STREET NE, SECOND MONUMENT NORTH OF CENTERLINE OF 171H
EX. 12" STORM
STREET NE TO THE WEST, BEGINNING
STORM SEWER
-D
EX. 8" SEVER
OF REVERSE CURVE, ELEVATION = 60.81 FEET.
SANITARY SEVER
-S ..
EMIEM
HQTE5
WATER
W
EX t, WAIEIL
A FILL VOLUME = 100 C.Y. (COMPACTED)
CUT VOLUME = 200 C.Y. (BANK)
AC PAVW
CONC. SIDEWALK
PLACE ALL SURPLUS SOIL IN LANDSCAPE AREA. COMrACT TO 9OX
ALL FILL MATERIAL SHALL BE CLASS "A", COMPACTED TO 951E IN
DETENTION POND
ACCORDANCE WITH ASIM D-1557. T14E ABOVE QUANTITIES ARE
ESTIMATES ONLY AND ARE NOT TO BE USED FOR BIDDING PURPOSES.
LANDSCAPING
44- T-r-AJ 1.
GAS VALVE
L 5 SPOT ELEVATIONS +XX.XX
A77! -A 63.75 EX. TETWRWL
It
P%f TO REMAIN
CONTOURS 50 ---
-s EX. sSMH
CONSINUCTION LIMIT TYR
RIM 62.0 FOUND CASE MON
co mv-�A IE 58.37 (8' E,S) +
-'Q' IE 58.32 (8" NW) STORM MANHOLE @
62.0 1Q.2 EX r SE#UR STORM CATCHBASIN
ENSW
6 F='VW SANITARY SEW: MAN aE 0
-tA*,A ION IAT
150 L VC SOR 35, WATER VALVE
k _WM ADDITION, TYP.' 4 EV s
-AUNED BUILDING CORNER MH MANHOLE
P
S=1.09,
FIF 6&77 6 .6Mk, F, BLC FIRE HYDRANT 'w
W�tRTS, �ATCH EX. PIPE SIZE to B.O.W. - BOTTOM OF WALL NJ MMIANICAL JOINT
P".
63.75 c - COMPACT 0VHD OVElRHEAD
6-2 62.5
ce - CATCH BASIN PL - PROPERTY LINE TELEPHONE MANHOLE (D
CL - CLASS R - RADIUS
62.88 OD - CLEAN OUT R/W RIGHT-OF-WAY ELECTRIC VAULT
Eyl. CO S SANITARY SEW
D - STORM DRAM
IT DDCV - DOUBLE DETECTOR CHECK VALVE SQ FT SQUARE FEET STREET LIGHT
62,0 �5 DI DUCTILE IRON S/W 90EYNX
DS DOWNSPOUT TC TOP Of CURB UTILITY POLE
D/W DIVVEVAY T.O.W. TOP OF WALL
EL ELEVATION TP TEST PIT EXTRUDED CURB
. ..... ... . ... .. ......... . ..... ESVT - EASEMENT U.N.0 UNLESS NOTED OTHERWISE
k*CH EX. MADE ID - FOUNDATION DRAM CEMENT CONICRETE
FDC - FIRE DEPT. CONNECTION S SOUTH VERTICAL CURB
F'F FINISH FLOOR W VEST
outDm MY FIRE HYDRANT E EAST
FL RANGE JOINT N NORTH SHEET. IREX
H/C HANDICAP NW' NORTHWEST
IE INVERT ELEVATION
7-- SW SOUTHWEST Cl SITE, UTILITY AND GRAD04G PLAN
LF LINEAR FEET RE NORTHEAST
L/S LANDSCAPING SE SO04E1ST C2 EXISTING C"TIONS AND DEMOLITION PLAN
C3 SECTIONS, DETAtS AND NWS
40
w
0-
AREC60 DRAW- CERVOYM mxcT REF: ap a&-g! DATE 12/4/96
I TE, UTILITY AND GRADING PLANd. m co"iRAcToR Simi aE REv=wE roR ww)w Tw LocAim, DIM DRAOM COWORM TO RE RM PLANS AM "AM)W FOR DRAW A.M.
DWSM, AND DEPTH OF AU EXTW UIRDIES, WHETHERMM ON 00NIRACTWS'CONSAW10 RECORDS
1*=20' THESERMS OR t4OT, BY P644MM THE UTILITIESAND StWYW lK COWWAANCi WITH W CIlY OF AUBURN CHECKED
HMZ014TAL AND VERTICAL L"W* PRO TO OMSVKTM. DOCE1610 DiftON'S REOMBENTS P. A. D.
THIS SHALL MUDE CALM VlIUTY LOCAK 9 1-900-424-5555
AND THEN PONWK ALL EASTW Ult0tS AT LOCAT04S
OF NEW UTILITY CROSSIM TO MYSIMY V[WY **M DATE Approvid 9� 1011 NO. 96 142
OR WT COWLICTS EXIST. LbCA*M OF SAD UJILlIKS AS
94M ON INESE PLATS ARE NOT WARANWO AND ARE Date AWoM:_ �-/-i SHEET NO.
9MCT To vAmArm. IF cowous sHm omR, 02
THE CONTACTOR SIM, ONSULT WRT EMKMK W. By cn DAX-
TO RESOLVE ALL PROSM PROR TO PROCEEDW WITH
CONSMKMK
oli
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In
to
11
II
Ex. SSW
f 56.52
t VN�
RiM 61.02
i-
it I IE 56-1
I..
18TH STREET NE
EX. HYDRANT
EX. BE
CHISELL"Et roo
SOtJtH CAP NUT E XfS TING
EX. 6" WATER EL = 63.70 WATER METER
- - - - - - - - - - EFZw Tidw - - - - - - - - - - - - - - - - -
--
g ip"Ig
60.79
F_ IN S. 9
ce
�8; N) 58.9 (ABANDONED)
SW) 58.85
F ILTER FABRIC UNDER GWI#"F"IER
AUBM
- - - -EX.-10 SUN
EX. SIDEWALK, CLO AVID GUTTER
: ko
61.3
EX SSk#i
Ai
6 1. 46 3
_ yl-
EX. POWER VAULT
RIM 61.0
IE 57.14 (8- SE)
IE 57.02 (8- W)
EXST LIGHT TO BE rl
RELOCATEDPER
ELECTRICAL PLANS
ll-F A"
EX. CURB
TO BE m3mD-- 6 1. 1
6 1 0 (31.2
-4-
1.0
1
0
EXSL TREE, 0
EXST CURB hNI) PAVING
61.8
Tr(3 1
TO REMOVED,
o
� T. C I
G 1. 8 /4
'10
7
EXST. C014C WALKWAY
TO BE F
SEEP SHT. Cl
(32
_0
EX. CO
RN 61.78
I (f SE) 58.56
1.6 6
IE (8- NE) 58.42
IE (8- NW) 58.54
PLACE FILTER FABRIC
GRATE PER AUMM -SID. DIL OEVA 6 6
1 1
IE (8- E) 59.41
IE (8- NW) 59.37
PLAU FILTER FABRIC UNDER
GRATE PER AUM STD. DTL. DEV-8.
51.9\6 1.6 N 62) 1
C2,1
DWW -it-
62.0
8'0"W TEE 62.1 .35 LF 6* PYC, SM 35
IE 57.89f SIDE SEWER, S--2-0%
- - - - - -- 2.4 IE 58.6 0 "EW BLDG.
2. 2
F GZ02 EX EX. SWING SET TO BE
2 )2
FF I
f RELOCATED, COORDINITE
0 CG�S VALVE WITH FOODBANK
L -162.2 Y L EX. CONC WALK
3 _)J.g TO BE REMMD
1.9 L SEE S"T. Cl 6<_''�
EX. TEIRERBALL
POLE TO REMAIN
52.5
- - CokswxTION
62.2 LOTS TYP.
62.0 462.2
EXIM I
L - F)
62.6 FOOD BANK I
4-65.0 .4
FF 6177 ww EX. RO"AIN UMER
-1-6:-.6 BUILDW AM", SEE SHEET Cl ca
1-62,5
76 2
I n if
EX.
2 5
0
EXISTING CONDITIONS AND DEMOLITION PLAN
EX. SSMH
HIM 61.0
IE 58.37 (8" E,S)Ai
IE 58.32 (8" NW)
EX. 8 " SEAR
UTILITY _QQKLLQLW__lE;_
114E CONTRACTOR SHALL BE RESPONSIStr FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING U11LIFIES, WHETHER SHOWN ON
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL MUDS CALLING UTILITY LOCATE 0 1-800-424-5555
AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
OR NOT CONFLICT'S EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
To RESOLvE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
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05
15
DATE
RE00RD DRAWNG CRWICATION PROJECT REF: BID 0204-97 DRAWN
Rift'DRANICS 0WORM 70 THE TIESE PLANS ARE 'APPROVIV FOR
In xm M CITY OF - AIAW CHEC
"ED
)Yl. DATE: *rovw IV. "'a No- "1 96142
ITLE/P09TO: Date Aop SHEET NO.
)ONFIRMED BY CITY' DAIL'
6w-
1787
0 CENEMAL PL I NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM 10
T11E CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS.
2. STANDARD PLANS AND SPECIFICATIONS SHALL BE 'WASHINGTON
STATE DEPARTMENT OF TRANSPORT-ATIO14 (WSOOT) STANDARD
SPECIFICATIONS AiJD STANDARD PLANS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION" AND CITY OF AUBURN STANDARD
DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS,
3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD
CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS
AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED
DEVELOPMENT PLANS.
4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY
ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS.
5. PRIOR TO STARTING CONSTRUCTION, TPE CONTRACTOR SFIALL CALL ONE -CALL
(1-800424.-5555) FOR UTILITY LOCAITONS (WATER, SANITARY SEWER,
STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION).
DEMOLITION NOTES
1. PRIOR TO PROCEEDING WITH ON -SITE WORK 1TTE CONTRACTOR SHALL
SUBMIT A DISPOSAL PLAN (INCLUDING BUT NOT LIMITED TO FIAAL
ROUTES AND DISPOSAL SITE) TO TTIE CITY OF AUBURN FOR REVIEW
AND APPROVAL.
2. ALL EXCAVATION AND FILLING NECESSARY FOR DEMOLITION SHALL BE
PER THE DRAWINGS AND SPECIFICATIONS.
3. THE CONTRACTOR IS ENCOURAGED TO SALVAGE, REUSE, AND OR RECYCLE
MATERIALS, IN LIEU OF TOTAL DISPOSAL. USE OF SALVAGED AND REUSED
MATERIALS SHALL BE SUBJECT TO 1i1EIR COMPLIANCE WITH PROJECT REQUIREf~1E14TS
AND SUBJECT TO PRIOR REVIEW AND APPROVAL
BY THE ARCHITECT.
4. CONTRACTOR SHALL SAWCUT EX. PAVING WHERE NEW PAVING
IS ADDED OR REPLACES EX. PAVING.
CMTRUCT�ON SEQUENCE
1, SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR
EAR ii IWORK ACTIVITIES.
2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WIill
THE CITY OF AUBURN OFFICIALS.
3. ESTABLISH THE CLEARING AND GRADING LIMITS.
4. INSTALL FILTER FABRIC UNDER THE THREE NEAREST
EXISTING CATCH BASINS SHOWN ON THE PLANS.
O 5. BEGIN DEMOLITION, GRADING AND CONSTRUCTION OF BUILDINGS,
UTILITIES AND PAVING. CONTRACTOR SHALL COMPLY WITH THE
CITIY OF AUBURN'S "GRADING AND EROSION CONTROL NOTES"
AT ALL TIMES.
6. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED
BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION".
7. REMOVE ALL TESC MEASURES, ONLY AS APPROVED BY TIIE
CITY OF AUBURN AND THE ARCHITECT UPON SUBSTANTIAL
COMPLETION OF SOIL STABILIZATION, INCLUDING BUT NOT
LIMITED TO, MULCHING OF LANDSCAPE AREAS, AND
CONSTRUCTION OF BUILDINGS, PAVING, CONCRETE SLABS AND
WALKS.
REQUIREMENTS FOR
EXPOSED SOIL STABILIZATION
1_ SEA-WI&L REQUIREMENTS:
i. DENUDED AREAS Ai4D SOIL STOCKPILES MUST BE STABILIZED
ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE
FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR
THE OFFICIAL'S REPRESEN IAIIVE, SUCH SCHEDULE IS NOT
WARRAN I[D:
FROM APRIL. 1 TO OCTODER 31, ALL DENUDED AREAS AT FINAL
GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO
REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE
STABILIZED WITHIN 10 DAYS.
FROM NOVEMBER i TO MARCH 31, ALL EXPOSED SOILS AT FINAL
GRADE SHALL BE STABILIZED IMMEDIATELY USiNG PERMANENT
OR TEMPORARY MEASURES, EXPOSED SOILS WITH All "REA
GREATER THAN 5000 SQUARE FEET THAi ARE SCHEDULED TO
REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED
AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN
UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED
IMMEDIATELY.
22. STABILIZATtQf METEICD�HYDRQ5EUL111VG MULCHING..
A. TIME OF PI_ANiiNG - DURING THE TIME PERIOD BEIWEL14 APRIL I
THROUGH JUNE 30 AND SEPTEMBER i THROUGH OCTOBER 31.
(NOTE: IF PLANTING BETWEEN JULY i AND AUGUST 31,
IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN
NOVEMBER I AND MARCH 31, MULCHING WILL BE REQUIRED
IMMEDIATELY AFTER PLANTING.)
B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT
NOT COMPACT, Will A FAIRLY FINE SURFA(I*'' FOLLOWING
SURFACE ROUGHENING, SURFACE ROUGHENING SHOULD BE
DONE AT RIGHT ANGLES 10 TIIE SLOPE AND PREFERABLE "CAT
WALKED" UP SLOPE.
C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS.
DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS
MUST USE NON -PHOSPHOROUS FERTILIZER.
D. SEEDING APPLY THE FOLLOWING MIXTURE -10 THE PREPARED
SEED BED AT A RATE OF 120 LBS/ACRE:
PROPORTIONS PERCENT PERCENT
NAME BY WEIGI I T PURIFY GERMINATION
REDTOP(AGROSTiS ALBA) 10% 92 90
A14NUAL RYE (LOL.IUM MUL'IIFLORUM) 40% 98 90
CIIEM14GS FESQUE 40% 97 80
�RESIUCA RUBRA COMMUTATA)
JAMESTOWN,BANNER,SHADOW OR KOKE i)
WfilTE DUTCH CLOVER 10% 96 90
(TRIFOLIUM REPENS)
E. "HYDROSEEDING" APPLICATIONS WITit APPROVED
SEED-MULCIi FER IILIZ.ER MIXTURES MAY ALSO BE USED.
F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE
MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN
ABNORMALLY H()T OR DRY WEATHER, OR ON ADVERSE SITES.
WATER APPLICATION RATES SHOULD BE CONTROLLED TO
PREVENT RUNOf F. INADEQUATE AMOUNTS OF WATER MAY BE
MORE HARMFUL IIIAN NO WATER.
NEW LANDSCAPRIG
AREA
64 f
AND PAVING -a
6 .i
we]
6-6 i -_.
62
60
0
•
''-- EX. CURBS
EX. 8" STORM AND PAVING
A/ -EX. i1/2" WAiER
1
rr---
V n
SECTION.
C3 i" = 20' HORIZ
I" = 2' VE R T
STORM DETENTION SURFACE
ULAZZ PONDING, EL. 61.0MAX.
FF 62.02 NEW PAVING - ---
SLOPE TO DRAIN
CONC. WALKWAY _"''-•.__ _�
NEW 8" STORM
GRADE 1" 000
EXIRUDLD CONC. CURB FROM TOP OF
5_w .Y2 CURB.
2 CLASS B -- )�-1I IIIr�I
A.C. PAVING e i j_tIF--ICI
4"-- Vh" MINUS
�'"' °n -. CRUSHED ROCK
q� a pd • i
III III
SUBGRADE
COMPACT TO 95%
Of
EX. CURBz
EX. PAVING
L --
EX. 10" STORM _.
2 SECTION
C3 1" = 20' HORIZ
1"=2'VERT
EXTRUDED CURB AND PAVING SECTION.
5W CONC WALKWAY
EXPANSION JOINT (20' ot.) EXP JOINT MAiERIAL---
DUMMY JOINT (10' o.c.) -- WTIERE WALL OCCURS
T14" CHAMFER I I y, 1 z SLOPE BUiLD114G WALLS
: I I
A.C. PAVING ---_ WHERE occuRs
WHERE OCCURS -'"
cc.) Aw
ry (2) #4 CON T.
SUBGRADE - UTILITY CONFLICT P1QE� RECORD DRAWING CERTIFICATION
" COMPACT TO 95% -- .. �,.---" THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAWINGS CONFORM TQ THE
6 DIMENSION, AND DEPTH OF ALL EXISTING UTILIiIES, WHETHER 91OWN ON CONTRACTOR'S CONSTRUCTION RECORDS.
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
THE HORIZONTAL AND VERTICAL LOCATION PRIOR 10 CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1--800-424--5555
4 N ����r WALKWAY
AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONSS DATE:COt�- 1, OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WI IE 1NER
OR NOT CONFLICTS EXIST. LOCATIONS OF SAiD UTILITIES AS " /1POSIT10N.
NJA SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT 10 VARIATION. IF CONFLICTS SHOULD OCCUR,
THE CONTACTOR SHALT. CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CiTY: DATE:
TO RESOLVE ALL PRAEMS PRIOR TO PROCEEDING w'm
CONSTRUCTION.
ar STORM EX. 6" WATER
A
6"x6"x6" PVC TEE
6" PVC CAP
RUBBER GASKET JOINTS`
(REMOVABLE)
Ii_II1 II
w `
Qa = 0.05 CFS
'4(DURING 2.5 YR,
24 HR STORM)
IE 58.
6
MIN.
co
6" DI � /
6"0 RUBBER /
FERCO COUPLING
6" PVC SDR 35 -
PVC`MANHOLE -
ADAPTOR
WATER TIGHT -
CONNECTION
RUBBER GASKET PLUG
�N tE 58^90
W/ 1.1 "0 ORIFICE �- TYPE II CATCH BASIN
48" DIA. PER AUBURN
STD. DTL. DEV-1.
s #i CONTROL S TRUCIURE
C3 % N.T.S.
64
m
IN
U
w
64
WIN
m
58
-DESIGN STORM STORAGE (25YR, 24 I IR STORM)
ELEV. 61.0
METAL FR11AIlE AND GRATE
RIM 60.5
OFFSET TOP SLAB
«.o
EL 59.46
\- 6" PVC ROOFDRAIN
STANDARD GALV.
STEEL LADDER/STEPS
12" O.C.
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DATE 12/4/96
PROJECT REF: BLD 04-
DRAWN A.M.
THESE PLANS ARE "APPROVECr FOR
CONFORMANCE WITH THE CITY OF AUBURN CHECKED
ENGINEERING DIVISION'S REQUIREMENTS P.A.D.
,%Tproved By. '..-t.�L3�P JOB NO. 142
Dote Approved: ,Jj&Z17 SHEET NO.
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