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/ 2' COMPACTED DEPTH CLASS "B' ASPHALT CONCRETE PAVEMENT W W ¢ a
NEW PAVEMENT 4' COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 41
CLASS A BANK RUN GRAVEL THICKNESS VARIES � o
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EXTRUDED CONCRETE CURB DETAIL TYPICAL PAVEMENT SECTION
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EXISTING FH ZONING C-3
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64' WEST bF WEST PA LEGAL DESCRIPTION � 3
39 Raw EX-AM--W DI TRACT 4,TRUESEN'S FIRST ADDITION TO AUBURN, ACCORDING C c
TO THE PLAT THEREOF, RECORDED IN VOLUME 29 OF PLATS, C $ x
21 S T STREET SOUTHEAST PAGES 46 IN KING COUNTY, WASHINGTON; EXCEPT THE W
— _ _ N89'50'36"E — _ _ _ _ WEST 164 FEET THEREOF. to
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— EX• g"-56-- CITY OF AUBURN 4VRFRAL CDNSTRUCTON NOTES � Y m
22' REMOVE EXIST D/W REPLACE CURB AND S/W c 211% C?
30
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1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF c a
ROW EXISTING CURB AND GUTTER NEW FIRE HYDRANT AUBURN REQUIREMENTS AND SPECIFICATIONS.
REMOVE AND REPLACE EXISTING D/W 75 2 STANDARD SPECIFICATIONS SMALL BE 1fR84 APWA AS MODIFIED BY
EXIST 30' . EX 15' EX 15' 9 _ THE CItt OF AUBURN,REQUIREMENTS.
AUBURN'S STANDARD DETAILS,
ZENST
EX 5• CONIC S/IN E) STD/WSPECIFICATIONS, AND REQUIREMENTSa A COPY OF THESE APPROVED PUNS AND APPUCABLE CITY DEVELOPER
86' TO LUMINAIRE BIOFlTRION SWALE SEE SHT 2 192.54' EXIST PP SPEGFlCADONS AND DETAILS SHALL BE ON-SITE DURING
NAIRE ATTACH TO PP 30' D W TO BE RELOCATED I CONSTRUCTION. .
EXIST ROW / POWER POLE TO EXIST LUMINAIRE ATTACHED TO PP
PER CITY 8BE RELOCATED 10'E 20' SETBACK 4. A PRE-CONSTRUCTION MEETING SHALL BE REWIRED PRIOR TO ANY
STANDARD DETAI BY PUGET POWER ONSITE WORK FOR ALL PUBUC FACILITY EXTENSION PROJECTS.
_� 5. PIM TOFOR THE NCO FIATION OF ALL UONTUTY COMPANIES (WATER, ONUCTION, THE CTRACTOR SHALL BE SBIE
SANITARY SEWER, STORM SEWER, NATURAL GAS, POWER, TELEPHONE,
6'1 CATK ETC) TO VERIFY THE EXISTENCE AND ACTUAL LOCATION OF
34' - 7S a zp[wrNXJ eF HF, w=ReuRS4S RAMP FROM P T TO ENTRY FOR W/C ACCESS (TyP/CqA� UTAJTEL THE CONTRACTOR SHALL CALL ONE-CAL FOR LOCATIONS
OEA/✓eR T'%CtM T�oN wXwAA (1-bop-42a-5555).
E%IST MOUSE BRx (RA,GlV) PER
GARAGE 25 /XT3. EXIST OUTBUIIJXN
TO BE RSH40VED B. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REWIRED TO
(TYPICAL) 19' TYP +-I 335 1� 22 y ' CONTROL T DRAINAGE
STORM WATER RUNOFF C TROL TEMPORARY OR
6 PERMANENT DRAINAGE EROSION/SILTATON CONTROL PROCEDURES Z
7. LOCATIONS OF FASTING URUTIES ARE APPROXIMATE IT SMALL Q
35 32S I BE THE CONTRACTOR'S RESPONSBIUTY TO DETERMINE THE TRUE
ELEVATIONS AND LOCATIONS OF UNDERGROUND UTILITIES SO AS TO ^
EXIST TREE n 24 MIN. AVOID DAMAGE OR DISTURBANCE DURING CONSTRUCTION.
5 5' 6 EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH MTH
ZONING C-3 16' H/C 34 ZONING C-3 STRAIGHT, UNIFORM EDGES 12 INCHES (12') OUT FROM THE EDGE OF
gp' UNIT 'C EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGNAL
SC 31H UNIT �A� PAVEMENT SHALL BE PANTED WITH ASPHALT EMULSION (CSS-Ij Z
55 B SIMS. AS SHOWN ON THE PLANS OR AS AFFECTED BTHE CONTRACTOR SIIAU. INSTALL. REPLACE. OR AY CONSTRUCTION,
TE ALL Lij
PER THE OTYS STANDARD DETAIL NO. TRSP-1. ^
r6S RESIDENCE TO 30S t1
REMOVED 10. POWER, CABIF AND TELEPHONE LNES SHALL BE IN A TRENCH WITH A
F MINIMUM HORIZONTAL SEPARARON FROM OTHER UTUMES (SEWER,
TO BE REMOVED AND AREA O
EXIST TREES AND BRUSH 7S 29S WATER, STORM) OF FIVE FEET.
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RELANDSCAPED 11. ALL CONSTRUCTION EDONESURVEYING FOR THE DIRECTION
OF PUBLIC
FApUTES SHALL R DONE UNDER THE DIRECTION ON A PROFESSION \
hF' 8S 265 UCENSEO LAND SURVEYOR OR A WASNINGTON UCENSm PROFESSIONAL
0' I mO CIVIL ENGINEER 1 . '
9$ NEW FIRE HYDRANT F'' I rn 12 DURING CONSTRUCTION ALL PUBLIC STREETS ADJACENT TO THE 11QJ
27S PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS
w RESULTING FROM ON SITE CONSTRUCTION, AS DIRECTED BY THE
M I 14' (APPROX) 65' FIRE TURNAROUND I 11 CERTIFIED AS-BULLT DRAWINGS ARE REWIRED PRIOR TO PROJECT
T- <' ACCEPTANCE REFER TO THE OTYS "CERTIFIED AS-BUILT _
REQUIREMENTS'.
Z 10$ f _26S 0 14. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH THE CITY OF V /
_ Z AUBURN ZONING ORDINANCE SECTIONS NO, 18.50.
11S ry0 EW J. 16. FOR MH k CO RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK
2SS 9 " SOP F A FOR RIMS AND CASTING SHALLBE FOURTEEN INCHES (14') WITHOUT
INSTALL NEW 6' HIGH WOOD SCREEN FEN W ADDING NEW SECTIONS
ZONING C-3 // �� C' : _
/ 12S 9V' -- 9 - 16. ALL EASEMENTS
S AND CATCH BASINS IN PUBLIC RIGHT VI WAY OR
J 24S "THESE PLANS ARE AS-BUILT RA EASEMENTS SHALL BE S STAND DAD ASPHALT DETAIL AND
THE INFORMATION SHOWN ACCURATELY CONFORM TO THE CINS STANDARD AD.AISTMENT DETAIL NO. STFFt.
13S RAMP FROM PVMT TO ENTRY FOR W C S 19G 10 � REFLECTS THE EXISTING FIELD CONDITKNIS 17. ALL CONNECTIONS OF STIR W PVC PIPE TO MANHOLES SHALL BE MADE Q
23S "C` Fm_TEWEO \�' AS OF D/z v 9 _ Hm usRG 0.C. OR GPK MANHOLE ADAPTERS ON APPROVED EQUAL
INSTALL NEW 6' HIGH WOOD FENCE I / I O
ne L A - 11L THE MAXIMUM DYING LENGTHS SMALL NOT EXCEED 12 FEET 6
14H 22C INCHES (12'-6') FOR-SDR 35 PVC PIPE
80 16, H/C I EXIST CHAINLINK FENCE TO REMAIN EXPIRES I /6�1 iB. BEODINC Fpt PVC PIPE SHALL BE 5/6 ENCII MINUS CRUSHED ROCK, a Q z
UNIT "D' UNIT 'B' S, Fi7 BY: ANDY J. R P.E DATE INCHES TH(4-)rlNIMUM OF AUBURN STANDARD(DETAILNNO.MGEPTT--3. I— �
2iC PIPE AS
Q'
20. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE S O D7
O4 INCH MINUS CRUSHED ROCK, 8 INCHES UNDER AND 8 INCHES OVER Z)
9y 75S 205 F
ZONING C-3 �TPIPE AS PER THE CITY OF AUBURN STANDARD DETAIL NO. /O/ � Q165 1Y LEGEND 21. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILLV19• 1 DETAIL NO. GEPT-1, GPT-Z AND GEPT-3 FOR CONSTRUCTION
I 10' SIDEYARD PROCEDURE z Ld 3 N
�] NEW PAVING 7' --1--- 2a' —+— 17' A0 EW J- R 22. ALL IMPORTED PIPE TRENCH SACKFILL MATERIAL SMALL BE CLASS J CoV , z o
5' REAR YARD \ 34' QP W A' BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. < C) M
a, 17C tgc I-- t2' moo` S STANDARD PARKING STALL 9'WX19'L 23, PIPE TRENCH SApOTLL MATERIAL WITHIN THE RIGHT OF WAY SHALL J F— W cJ W m
C COMPACT PARKING STALL 8'WX17'L eo TME"Qn"u5 CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR Ld (n p N f Q I
} to
N89'52'23"E 192.84' v y W H BARRIER FREE STALL 16'WX19'L r I— W <en 3 m
EXIST CHAIN LINK FENCE 19MW G �� LL.I (n m Z
A O
ZONING C-3 S/ AUE�\ - SHEET INDEX �J w o a m Lo"
I- N7S
EXPIRES 1./qq5 C-1 SITE PLAN AND GENERAL NOTS o In n < a
MAILBOX LOCATIONS C-2 STORM SITE DATA C-3 DETAILS,.SECTIONSGANDIGENERALNG ANDUTILITY NOTESPLAN Q
PROPOSED SITE PLAN IMPROVEMENTS THE MAIL BOX LOCATION AS SHOWN C-4 ESC PLAN, SECTIONS AND DETAILS
WAS APPROVED BY THE AUBURN POSTMASER SITE ZONING: C-3 W/ CONDITIONAL USE PERMIT Date2/1/94
ON 7/4/9y COPY OF SIGNED PRINT LOT AREA: 38,208 SF
IS ON FILE AT THE CITY HALL. NUMBER OF UNITS PROPOSED: 4 FOURPLEXES; 16 UNITS I Scale 1" = 20FT
PARKING REED: 1.5/UNIT = 24 SPACES FAC # ppp4-.g4 1.NOTES:SEE SHEET 2 FOR DOWNSPOUT AND DRAIN LINE LOCATIONS FROM ROOF DRAINS. PARKING PROVIDED 34 TOTAL SPACES, 6 COMPACT, 2 HANDICAPPED, 26 STANDARD Drawn AJR
BLO M 0151-94 -� �-
I ESTIMATED FILL OUANITY APPROXIMATELY 400-500 CYS FOR UNDER BUILDINGS. SCALE 1" = 20 FEET TYPE OF CONSTRUCTION: 5N
3. EXCAVATED SUBGRADE AND FILL SHALL BE COMPACTED TO 95% OF THE STANDARD TOPO AND BOUNDARY SURVEY BY OWNER UBC OCCUPANCY: R-1 THESE PLANS ARE 'APPROVED" FOR PROCTOR DENSITY PER CITY REQUIREMENTS. CITY OF AUBURN DATUM, BENCHMARK PROPOSED HEIGHT: 24 FEET Job 94-121
4. SEE SHEET 2 OF 4 FOR SOIL LOGS AND TEST HOLE LOCATIONS BM 30-R; TOP BRASS SURFACE MON CONFORMANCE WITH THE CITY OF
O CA 21ST ST SE AND ON SECTION AUBURN GINEERING DI ON REQUIR
NINE NEAR CA ST SE ELEV 94.77 A vlevT �. Sheet
C-1
APPROVED BY 7,l12�9y
{]` DATE APPROVED 4 Sheets
..". . . . R4D Iaz3
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i
SAWCUT OMITS FOR PAVEMENT PATCH m •-
TACK JOINTS A140 REPLACE THICKNESS
IN-KIND M MATCH EXISTING (TYP FOR
CONNECT TO EXIST 12" WM W 12X8 WET-TAP ALL PAVEMENT CUTS)
TAPPING TEE AND 8" GV (FLXMJ) W/ CONIC BLOCKING INSTALL TYPE 1-48 SS MH OVER '
CONTRACTOR TO VERIFY LOCATION, DEPTH EXISTING SS MAN-CONTRACTOR TO
AND .DIAMETER PRIOR TO CONSTRUCTION
FlELO VERIFY LOCATION AND INVERTREM
OR-AS 1C 95 90 NEW III VERIFY
1ZMI
Q:M 96.78, AE "- 'J9. 9 ' wrri r
3'
pp55 p a
-EX 44=-WA1ERi:MI1H o
PAINT STREET Q S FT EACH S 77�
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D/W eTM W SIDE di PST W/° r 21 ST STREET SOUTHEAST EX SS � �97.30
5 EA sroE OF D/w
INV III TEE (MJXMJXFL)III N89'S0'36•E
�W --CA SO D/W PER C3TY STND DTL sTDW-1-C�
INST g-a� OF AUN-M FIRE HY�Y CONC BLOCKING MAIN E �► C cat
CEN1 A 1.5 BEHIND S/W LOCATE 10' WEST m VERIFY CLEARANCE AT STORM DRAIN
OF DRIVEWAY USE 15 LF 8" CL 52 DI WM y AND GAS MAN CROSSINGS
INFILTRATION CS RIM ELEV 4PJ.W PRIOR TO CONTRUCTION Ro MD .S'A 00CR Gts
SHEET 3 OF 4 93"'' + NOTIFY ENGINEER IF CONFLICT EXISTS jr 'P'ui CURB AND GUTTER
; ; • . . .• : '.'. . . :: ':: : ': '��' '• : : `•. _ A N ( 3. ° :. : EX. CONIC S/W . • . : ' : '::r: _ -
A -.•'.• .:5',P T SEE S' PNNT CURB
TOTAL LENGTH 130 FT 97.0 MAX PVMT ELEV FOR OVERFLOW
5-0.83T., W-3.08' 3H: V L� • gyp, may. ROUTE SS UNDER SO
RI /t ouTLE%. CONTROL �.
RIM 1 Z yB
UG5' • % W Z04r 3H:1V I IE 94.86 8" IN -IE-9+.90 8" CUT 9-1•od G � Vo
SEE DETAILS SHEET 3 OF 4 `
OUTLET 8' DI 50 IN BIOSWALE I27'I I - :•. + S
IE 93.44 AT TUR l E N 95.85 INSTALL 0 A 85SS III PVC TEE
/A 3
SI'ALL RIPR I I
A zT sTA O+9340 LF BSDRPVC
35 PVC
TO UNIT e
I82 LF SS i0 UNIT, CL " DI I I SL=1. CO 5' FROM B I ( =
18 LF I 0 SS X'NC k LF CL 5 0I SO
SDR 3 PVC S-1.00x ►Q
or
FF UNIT
98.0 • KI UNIT "A' WATER METER '�" d
1: : FF 98.0 F EACH UNIT INDSCAPE ISLAND
m K M17ER ASSY PER CITY STND WASM-1
M PONDIN EL V 97.00 �vol
go ' PA TO SS
IE 91 e' SD TOP SS elm
USE 1I LF ' DI AT X'NG �°..yy��
SS C s' FRO B P 2 I T S a a TIGHT-LINES (T ICAL E 40/44(
hbo 88�(8M8 ) I m hH I N INSTALL•1 WA 1 BUILDING
TO YWELLS (TYPICAL EACH
6' GV J I o: CE TO METERS �} PT1 I W J.
I CONIC KING 7.5_ v, rn �,• T I $ 2� -THESE-PLANS ARE AS-BUILT AND
tot
+-- 1 rn i' ?� THE INFORMATION SHONM ACCURATELY
REFLECTS JOHE EASTING FIELD CONDITIONS
AS OF O
n 62 LF 8' SS TO UNIT M 5 LF 6• m o
r 18 LF DI, 44 LF SOR 21 PVC CL g2 _� P • o
z SL=1 0 l a A �
96Ae ! BY: ANDY J
T.E.
.E. A
w RIM ., g PVMT RI 9 . Z IE 93. /6 B•N e 96. 8/ G 'F; % - ^ INSTALL NEW 8' HIGH WOOD SCREEN FENCE I &1y�'7S 1 Q
15 T IY Q
INSTALL TY AUBURN S FIRE - 40 LF " SDR 31 p ADJUSTHYDRAN ASSEMBLY A CENTS OF ISLAND Ug CLEAN LL SIDE R TO UNIT SCALE 1' - 20 FEET UI
ADJUST 0 FlN L GRADE 7.
HYD AS$Y PER CITY STND DE AILS IE 95:+f Sp CBl1 TYpE I A I TOPOGRAPHIC SURVEY 5/A7
HYD DE WAFH 2 TAP-971t53 7a 3a 95- RIM(SM 91 - CITY OF AUBURN DATUM, BENCHMARK
y 18 LF 8" O SS IE 96= 8" DI T I BM 30-R; TOP BRASS SURFACE MON LEGEND W z
UNIT 'D" >• ::-:- = H/C 9y.f2 a CA 21ST ST SE AND ON SECTION Q
FF 98•0P KING UNIT 'B' CHAINUNK FENCE I LINE NEAR CA ST SE ELEV 94.77 0 J
NOTE ALL DWNSPOUTS FF 98.0 NEW PAVING
Q
S
FROM UNIT ' •'TO INFll1R EXISTING SPOT ELEVATION
TO Q
DO N DRAINN N A TIGHTIO ro0
ce �y. �' FINAL PVMT GRADE
OT
TO PARKING L �.L� Q J
TIGHTLINE DRAINS 10' MIN SOIL LOGS AND PERC TEST DATA co f•-
'. ; _'. : y��'y/ ••�. ye I LOCATION III
10' I I •-� PT #1 0.74 MIN/IN VERY RAPID 0 Z
3'E NBICHAINUNK FENCE
192.84' I + PT /2 0.40 MIN/IN VERY RAPID V) Q
DOWNSPOUT DRYWELL IN LANDSCAPING NOTE PERC TESTS WITNESSED AND VERIFIED BY ANDY J. RYKELS, P.E., FAC $ 0004-94 ARM (.7479f V)TYPICAL 4 PLACES PER T)ETAIL SHT 3 I ON 1/14/94 ALL HOLES WERE PRESOAKED, DESIGN RATES USED FOR BLD / 0191-GA
LOCATE 5' FROM PA 10 FROM BLDG SIZING OF FACILITIES IS 4 MIN/1N, VERY CONSERVATIVE. /_713
SITE GRADING, STORM DRAINAGE, AND UTILITY PLAN THESE PLANS ARE 'APPROVED' FOR
SOL PROFILE PER TEST PITS 1 k 2, NOTE SOILS PROFILE WAS SIMILAR CONFORMANCE WITH 1HE CITY OFFOR Q
0-BOTH PITS,SANDY LOAM TOPSOIL AND ROOTS AUBURN ENGINEERING sd' RJOUIREMENTS
NOTE SEE SHEET 3 OF 4 FOR STANDARD NOTES, AND DETAILS, ) SL
8' 8'-0" FINE UNIFORM BROWN SAND NO STONES OR CLAY APPROVED BY
NO GROUND WATER TO 8.5 FEET DEPTH 7.1 � Z
2+ 00 1 + 00 0+ 00 DATE APPROVED O
U SOUTH P 0
OPERTY LINE �' Z
AVEMENT GR
98 END OF NEW PAVEM T ' ROW n 98 uj
J (/1
c� W In
LU
hW in
w z Cc
MSIDESEW.ERE 93.50 N 3 Go
B` i ct 52 GRADUAL DEFLECTION- BENDS 'E m Z I
o m o:
4m< g "c<sz sa OLF D, � 94 Q Qov~igaa
9 4 3 7• IE 95.9t
CB E I - -
RIM 96.50 1' SS X'NG M02/1/94
9 2 I 9y32 B' u 0 t5 W SS MH 1 92 SCO16 1" 20'
8" WM AO' OF SE ) RIM 97.20 M /� 9Ml VA N Drawn AA
SS AIH E16 6S Naw "tJ 1
IE 9270 CAL C EXIST IE (VERIFY)
ICJ)3.89 NOR !E 95✓6 3'V RI A 98.50
Job 94-T2t
90 I�,t E&W i4 ''� a/ `E( IE B 00 8 S W B DEFLECT AT JOIN FOR 1' MIN C ARANCE AT X'NG 9 0
PROFILE WE WA , A M DR VEMENTI sheet C-2
SCALE 1" - 20' HJDRIZONTAW i' 2' VEF TCAL
or 4 sheets
'- 942> 132; 2- of 4
STORM SEWER CONSTRUCTION NOTES gi
WATERLINE CONSTRUCTION NOTES + �
., REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL
1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL. 1. REQUIREMENTS. cxi
REQUIREMENTS. W W
2. PIPE FOR WATER MAINS SHALL BE CEMENT-LINED DUCTILE IRON PIPE 2. PIPE FOR STORM SEWERS SHALL BE SDR 35 PVC WHEN PIPE COVER
EXCEEDS THIRTY SIX (36•). CONCRETE SEWER PIPE, SDR 21 PVC, Z Z
CONFORMING TO ANSI A-21-51. OR LATEST REVISION, THICKNESS <
CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL OR DUCTILE IRON CLASS 52 CAN BE USED WHEN APPROVED AND < a
CONFORM TO ANSI A-21-4, LATEST REVISION. PRIMARILY FOR OVERSIZING PIPE OR DEEP OR SHALLOW TRENCHES.
• /ACl S/GYRO �• 3. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY - 3. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE (A 5 G
1 _b rLAN VIEW 12 t TWO INCHES (42•). BY USING A.C. OR GPK MANHOLE ADAPTERS OR APPROVED EQUAL. O a a
4. BEDDING FOR DUCTILE IRON PIPE SHALL BE 5/8 INCH CRUSHED 4• THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12 FEET 6 (A o
ROCK, 6 INCHES UNDER AND 6 INCHES OVER THE PIPE, UNLESS INCHES (12'-B•) FOR SDR 35 PVC PIPE. rn
OTHERWISE APPROVED BY THE CITY. 5. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH CRUSHED ROCK, 4
SLOPE 010-SWALE TO DRAIN TO CB N _ t _ KQ GQK 5. ALL PIPE TRENCH BACKFlLL MATERIAL SHALL BE CLASS 'A• BANK INCHES UNDER AND 6 INCHES OVER THE PIPE
12% ?3 -- - '� IMYIIAAWL Ia•K RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. 6. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH $•'+,
STANDARD FRAME AND GRATE - N CRUSHED ROCK, 6 INCHES UNDER AND 6 INCHES OVER THE PIPE.
ELEV 9300 _ 6. PIPE TRENCH BACKFlLL MATERIAL WITHIN THE RIGHT OF WAY SHALL
BE 5/8• MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR 7, ALL PIPE TRENCH BACKFlLL MATERIAL SHALL BE CLASS •A• BANK
ADJUSTING RINGS (AS REQUIRED) �� TO THE CITY STREET. RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. cQ
++ 7. ALL VALVES FOR WATER UNES SHALL BE RESILIENT WEDGE GATE R g
VALVES FOR 12-INCH AND SMALLER. BUTTERFLY VALVES SHALL BE 8. PIPE TRENCH BAC CRUSHED
MATERIAL WITHIN THE RIGHT IS WAY SHALL
+� BE 5/8• MINUS CRUSHED ROCK MIEN CONNECTION IS PERPENDICULAR
� ELEV 92.50 USED FOR VALVES OVER 12-INCH DIAMETER.
TO THE CITY STREET.
B. JOINTS, EXCEPT WERE OTHERWISE REOUIRED OR SHOWN ON THE 9• SIX INCH (6•) EXTRUDED CURB OR PARKING BUMPERS SHALL BE Q n
I - PLANS, SHALL BE EITHER MECHANICAL BOLTED TYPE JOINTS OR REQUIRED AROUND ALL ON-SITE PAVING AREAS, WHERE PARKING q• IMICRaR IgtFMT�tRN - - PUSH-ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN WILL BE ADJACENT TO A STREET. A SIX INCH (8•) EXTRUDED
❑ ❑ ❑ I ❑ /GWA�(MS19 L rtmXA N H:- - NATIONAL STANDARD A-21.11 OF THE LATEST REVISION.
6 CURB IS REWIRED BETWEEN ALL ABUTTING PAVEMENT AND
LANDSCAPED AREAS. CONCRETE/CURB CUTTERS SHALL BE USED IF
w6 NtL Kam. 9. PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME CURBS ARE USED FOR STORM WATER CONTROL
❑ ❑ ❑ I ❑ S1MRIIAIW J61MT ., KIND OF COATING, UNING AND STRENGTH AS THE PIPE TO WHICH r, fi
CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 10. TIGHTUNE ALL DOWNSPOUTS TO CATCH BASINS WITH MINIMUM SIX
+. AND A-21.11 OF LATEST REVISION. _
' pEgp ❑ ❑ ❑ ❑ � �� - - -. INCH (6•) PVC AT A MINIMUM 0.5$ SLOPE.
/ I I '+• S L 10. HYDROSTATIC TESTS ON THE NEW PIPELINE SHALL BE MADE IN 11. CORRUGATED METAL PIPE (CMP) SHALL BE GALVANIZED METAL, WITH
T ACCORDANCE WITH THE PROCEDURE FOR WATER PRESSURE TESTING ASPHALT TREATMENT 1 OR ALUMINUM PIPE (UNTREATED), AND SHALL
❑ ❑ ❑ ❑ WATER LINES AND THE LATEST PROVISIONS OF AWWA C600, EXCEPT BE A MINIMUM 16 GAUGE FOR 24-INCH DIA AND SMALLER, AND A
AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE MINIMUM 14 GAUGE FOR 30-INCH DIA AND LARGER PIPES, WITH W
I - SURROUND DRYWELL NTH 1' MW CLEAN WASHED GRAVEL / • • TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE RECORRUGATED ENDS. JOINT COUPLINGS SHALL BE TYPE •D• WITH
try LL � ON
I CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF NEOPRENE GASKETS, CONNECTIONS TO MANHOLES AND CATCH BASINS a
2-1/4- SO PERFORATIONS (TYPICAL) THE CITY. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND SHALL BE WITH MORTAR JOINTS. CMP PIPE SHALL BE USED ONLY ON
4 2' APPURTENANCES INSTALLED UNDER THIS APPROVED PLAN, INCLUDING PRIVATE PROPERTY FOR THE PURPOSE OF OVERSIZING PIPE FOR 0
ALL CONNECTIONS TO THE EXISTING MAINS AT A MINIMUM TEST UNDERGROUND STORAGE WHERE THE PIPE COVER EXCEEDS EIGHTEEN Ad
2'
48' HEAVY ■Au DRYWAu " • PRESSURE OF 200 PSI. INCHES. C 14 d
BIN 85.00� 11. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REWIRED PRIOR
TO CONNECTION TO THE EXISTING WATER UNES AND SHALL BE IN
ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C601. SANITARY SEWER SYSTEM CONSTRUCTON NOTES
DRYWELL CATCHBASIN FOR 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL
WATER METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. REQUIREMENTS.
PARKING LOT INFILTRATION SERVICES SHALL BE A MINIMUM 3/4 INCH TYPE K COPPER TUBING
OR GALVANIZED PIPE. THE CITY OF AUBURN WALL INSTALL THE 2. SEWER UNES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN .
METERS THE CITY WILL INSTALL SERVICES FROM MAIN LINE TO ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY
THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING APPROVAL
CITY STREET.
3. SIDE SEWERS SHALL BE INSTALLED FROM THE CITY SEWER MAIN TO A
13. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER MINIMUM OF 5 FEET BEYOND THE PROPERTY LINE AND SHALL BE A
CITY OF AUBURN STANDARD DETAILS. MINIMUM 6 INCHES IN DIAMETER WITH 1.00% MINIMUM SLOPE.
14. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER SERVICE 4. SIDE SEWERS SHALL BE INSTALLED, WHERE REWIRED BY THE
CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO ENGINEER, USING COMMERCIALLY MANUFACTURED TEES AND SHALL BE
CONSTRUCTION. PLUGGED WITH A WATERTIGHT PLUG. ALL JOINTS SHALL BE
APPROVED RUBBER-GASKETED JOINTS. THE LOCATIONS OF THE SIDE Q
15. ALL VALVE BOXES IN PUBUC RIGHT OF WAY OR EASEMENTS SHALL BE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE Z
ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE. PROPERTY BY A PRESSURE TREATED 2X4, 4 FEET LONG, BURIED IN Q
THE GROUND 3 FEET. THE LOWER END SHALL HAVE A 2X4 CLEAT
16. WHERE THE UNDERGROUND SUPPLY TEES OFF TO SERVE ONLY A FIRE NAILED TO IN TO PREVENT REMOVAL OF THE STAKE. THE EXPOSED
SPRINKLER SYSTEM, A SEPARATE AND DETAILED PLAN MUST BE 1 FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE
SUBMITTED AND APPROVED PRIOR TO INSTALLATION BY THE FIRE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT. THE '
MARSHALL. LETTER •S•, 2 INCHES HIGH, SHALL BE NEATLY IMPRINTED IN THE J V)
CONCRETE COVER OVER PIPE TOP OF THE CURB BEFORE THE CONCRETE HARDENS TO DESIGNATE THE
17. FIRE HYDRANTS: SIDE SEWER LOCATION. Q
LIFTING HOOK A. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO THE CITY OF
AUBURN STANDARD DETAILS. 5. THE LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS O
REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF CITY. Z
/4y / B. FIRE HYDRANT FEED LINES SHALL BE INSTALLED AT RIGHT CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT LOCATIONS ARE
9• ANGLES TO THE SUPPLY MAIN IN CONFORMANCE WITH THE 5- DETERMINED.
/ 1/4• MVO HYDRANT SETTING DETAIL (CITY STANDARD DETAIL). Z
Z J
rim 6. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER
C. HYDRANTS SHALL STAND PLUMB, SET TO FINISH GRADE WITH CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO Q
96 THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES FROM CONSTRUCTION. W
O 0 0 O FINISHED GRADE, AND A CLEAR AREA AROUND THE HYDRANT OF of
O O O O 6• TIGHTUNE FROM DOWNSPOUTS NOT LESS THAN 36 INCHES. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT 0 Z
NO CONFLICTS OCCUR BETWEEN SANITARY SEWER LINES AND PROPOSED
(rp, O O O O D. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS AND BE OR EXISTING UTILITY LINES DURING CONSTRUCTION. C LL1
L
READILY ACCESSIBLE TO ANY FIRE VEHICLE FOR FIRE o
O O O O FIGHTING AND PUMPING OPERATIONS. e. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO THE EXISTING
E. LEADS FORM THE SERVICE MAIN TO THE HYDRANT SHALL BE NO SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF
0 0 O O AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PIPE ♦�
FILL HOLE W/ WASHED ROCK LESS THAN 6-INCHES DA, AND LEADS OVER FIFTY FEET SHALL INSTALLATION, O Z
24• 12 1• DRAINFIELD ROCK BE NOT LESS THAN 8-INCHES DA. RESTORATION TRENCH EXCAVATION, BACKFlLL AND PAVEMENT
0 O O O F. FIRE HYDRANTS SHALL BE INSTALLED ON 8-INCH DA OR LARGE V) Q
I 24• DIA PERF ADS PIPE LAID ON END DISTRIBUTION SUPPLY MAINS. 9. A 10 FEET HORIZONTAL SEPARATION SHALL BE MAINTAINED AS A
12• 12• WITH OPEN BOTTOM MINIMUM
BETWEEN SEWER AND OTHER EXISTING OR PROPOSED
G. FIRE HYDRNTS SHALL BE INSTALLED AT A MINIMUM SPACING
BMofiltration seed Nix OF 600 FEET ALONG STREETS IN SINGLE FAMILY ZONES AND
- 300 FEET IN ALL OTHER ZONES (ON SITE HYDRANTS SHALL BE 10. ONE FOOT OF VERTICAL SEPARATION SHALL BE MAINTAINED AS A (A
20= Perennial A MAXIMUM OF 150 FEET FROM THE FURTHEST POINT ON THE MINIMUM BETWEEN SEWER AND OTHER UTILITIES WHEN A CROSSING OF I-
48• DIA Ryegrass BUILDING). UTIUTIES OCCURS, IF ONE FOOT CLEARANCE CANNOT BE ACHIEVED, IL
25% Red Fesue THEN A SAND CUSHION SHALL BE PROVIDED AS DIRECTED BY THE Q
354 Redtop - H. EASEMENTS SHALL BE A MINIMUM OF 7.5 FEET EACH SIDE OF ENGINEER.
20% Tall Fesuq . . ANY FIRE HYDRANT.
S SHALL BE
DOWNSPOUT YARD DRAIN DRYWELL A 2 " ALL AADE BY USING A.C. OR GPK 35 MANHOLE ADAPVC PIPE TO TERS ORAPPROVED O
C(HShs� at/1 S!o ft
Hydroseeding 5 lb. mead mix - 12. PIPE FOR SANITARY SEWERS SHALL BE SDR 35 PVC WHEN PIPE COVER
7 lb. 10-20-20 (N-P-&) fertilizer EXCEEDS THIRTY SIX (36•) INCHES. REINFORCED CONCRETE SEWER 0 Z
- 50 lb. wood Cellulose fiber mulch WH PIPE, SDR 21 PVC, OR DUCTILE IRON CLASS 52 CAN BE USED EN
Broadcast seeding 5 lb. seed mix �`PEW J.
H THE INFORMATION SHOWN A*THESE PLANS ARE LT AND CCURATELY APPROVED AND PRIMARILY FOR OVERSIZING PIPE OR DEEP OR Z
O w . SHALLOW TRENCHES.
7 lb. 10-20-20 (N-P-R) fertilizer REFLECTS THE EXISTING FIELD CONDITIONS V)
70 lb. wood cellulose fiber mulch $ 13. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12 FEET 8 (yJ N
AS OF /0/2 9•Y INCHES (12'-6•) FOR SDR 35 PVC PIPE. J Q W Z pN
14. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH CRUSHED ROCK, 4 _j �w U W '0
DESIGN WATER SURFACE 97.00 i9985� /O/Y5�9Y INCHES UNDER AND 8 INCHES OVER THE PIPE. LL.I a O W
STANDARD FRAME AND GRATE 96.50 S O1° BY: ANDY J. YK .E. DATE O N� < I
20' FRONT YARD PRESSURE TREATED 4X10 S/DNA 15. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH Z < v13
9$ FF 98.00 CRUSHI �B� �/4/95 ( UNLESSD ROCK, 6 OTHERWISENCHES UNDER AND 6 APPROVED BY THE CITYCHES OVER THE PIPE, w �pWo K� Z I
FOUNDATION WAL OF UNIT 4X4 POST L-SMOR
W/ RUBBER GASKET 16. ALL PIPE TRENCH BACKFlLL MATERIAL SHALL BE CLASS •A• BANK W. of m o m
ROP LINE TYPE II-48 CS _ ♦.;i #y RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. 0 m N
NIPPLE r. ton <
GALV BOUTS (TYP) 3'-0•r 6. PVC TEE W/ RUBBER CASKET JOINTS i. > �.- . ° 17. PIPE TRENCH BACKFlLL MATERIAL MINN THE RIGHT OF WAY SHALL Q Q96 1C
J- NSITION FROM PVC TO DI / 4 . BE 5/8• MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR
IIGH'-1' t.6' J'-t• r TO THE CITY STREET.
•_tp• 4' �� 8• CL 52 DI T2 DI SO TO ,� • Dote
1.5 _ • � pO llj 2/1/94
0=0.050 CFS f -`? Y 4orw SCOIe AS NOTED
94 IE 94.00 8• OUT '+�W FAC # 0004-84
3:1 SLOPE L11
• 8• FLAT PLUG W/ RUBBER GASKET '+• t, BLD # n151-94 OFOWfl AJR
3:1 GASSED SLOPE HEIGHT OF W LL 1'-0• MIN ORIFICE DIA - 1-1/8• .�
IE 94.35 8• IN 1
GRASS LINED SWALE - T Job 94-121
3' HIGH ALL CONC. ! .. t �os ''k s • G� CHEF PLANS ARE •A HE CITY FOR
2 TREATED 4•X10•SEE DE AIL tN 51q.J. CONFORMING NTH THE CITY R
AUBURN ENG ERING DIVISION EMENTS Sheet �-
- -- -- _& C'
SCALE 1•=5' HORIZONTAL, 1•-2' VERTICAL APPROVED BY
SECTION A-A THROUGH 810FILTRATION SWALE OUTLET CONTROL CB #1 4'ml�_
DATE APPROVED CX 4 So 16
H'r <•c-% ov � 94D Isz_s y ei 4
. _ y a) IE D
FILTER FABRIC MATERIAL PROPERTY LINE (TW)
MIRAFI 10OX OR SIMILAR
PO USE STAPLES OR WIRE TO '� CONSTRUCTION SEQUENCE FOR EROSION/SEDIMENTATION CONTROL
SOP' ATTACH FABRIC TO WIRE
05S 2X2X74GA WELDED WIRE FABRIC I 2 1. ESTABLISH
FILARING LIMITS FOR SITE TER FABRIC FENCING AND OTHER EROSION CONTROL MEASURES
ON( T I AS SHOWN ON THE PLANS.
T I 3. INSTALL NEW DRIVEWAY APPROACH IN EXISTING CURSUNE• INSTALL CONSTRUCTION
18• 1• I ENTRANCE ON NEW DRIVEWAY APPROACH. NOTE: EXISTING DRIVEWAY APPROACH CAN a
i RAD 25' TYPICAL BE USED FOR CONSTRUCTION ENTRANCE IF THIS APPROACH IS RIPRAPPED AS REQUIRED. (A
L9 4. REMOVE EXISTING STRUCTURES LOCATED ON PROPERTY, NOTE CONTRACTOR IS RESPONSIBLE Z
/ 4 im ,
. B . 6. TO SECURE ALL NECESSARY PERMITS PRIOR TO DEMOLITION. O
5. CLEAR AND GRADE SITE PER LIMITS ON PLAN. DIRECT RUNOFF TO ESC DEVICES. NO
WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING CONSTRUCTION. -
M 30• _ 8• S5
8-12• MINIMUM THICKNESS —_ CONSTRUCT RAISED BERMS AROUND SITE AS REQUIRED. W
10 UNDISTURBED GROUND 6. PLACE FILL FOR CONSTRUCTION OF BUILDINGS AND SITE IMPROVEMENTS, INSTALL SEWER K
�Fpo 4• TO 6" QUARRY SPALLS STEEL FENCE POSTS WATER SERVICES, AND STORM DRAIN INFILTRATION SYSTEM PER PLANS. INSTALL TEMP
AT 4'-0" ON CNTR BURY FILTER FABRIC IN A PROTECTION FOR CB'S. _
3/8-3/4' WASHE GRAVEL FILLED TRENCH 7. COMPLETE FINAL GRADING, POUR CONC. CURB, PAVE PARKING LOT, AND LANDSCAPE
GRAVEL IN TRENCH 8•WX6• DEEP SITE, CLEAN INFILTRATION SYSTEM. REMOVE ESC CONTROLS ONLY AFTER SITE IS STABILIZED.
ROCK—LINED CONSTRUCTION ENTRANCE & CLEAN NEW AND EXISTING CATCHBASINS AFTER PAVING AND PRIOR TO FINAL ACCEPTANCE.
NOTE: ENTRANCE SHALL BE MAINTAINED THROUGHOUT SILT FENCE DETAIL
THE LIFE OF THE PROJECT (AS REQUIRED)
— — — — — — — — — — — — -ETA WM- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FOR GRADING.GENERAL CONSTRUCTION
NOTES
CONTROL •�3
AINAGE
ISION
21 S T STREET SOUTHEAST 1. wnWN THE CITY Of AWN' ALL REQUIRED WITN710N/OVETTION
SEDIMENTATION AND EROSION CONTROL FACILITIES NEW K
N89'50'36"E CONSUUc1ED AND INER OPATION, PRIOR TO LAND QEARNG AND/OR
OT," CONSTRUCTION ACTIVITIES, TO INSURE THAT SFDpEMT-LAOEN_ - -..
— _ _ — _ _ _ _ _ _ WATER AND STORM DRAINAGE RUN-OFF DOES NOT IMPACT THE +S
ADJACENT PROPERTIES OR THE NATURAL ORAD A" WAYS i
. _ . _ . _ . _ . _ . _ . _ . . . _ . . . _ . . . . . _ . S� L
2. IRE RETENTION/bETENTIOK SEDIMENTATION AND EROSION CONTROL
FACILITIES DEPICTED ON THE DRAW AG ARE INTENDED TO BE THE
pop. R INSTALL 35 LF 6" DI UNDER ENTRANCE FOR TEAR' DRAIN ADDKOIREQUIREMENTSLDRAINAGE
TO MEET AN CONTROLICPAIED ACI TIES MY
ADDITIONAL E AID EETEROSION CONTROL FACILITIES CON MAY EE
REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE
0 NPID/EITATRN. MAINTENANCE. REPLACEMENT AND ADDITIONS TO p .
_ THESE CONTROL SYSTEMS SHALL BE THE IEYONSHIMM OF IN[
. .EX 5' S CO CURB 8 GUTTER _ .•r.'_:. ' - ...r. • . _ _ 53' �"� ' T _ - PEIWTIEL
3, 7HE RETIE117 DE 71ON MMMCIL POND SHALL REMAIN N PLACE
192.54' — — — J:t — — — — — — — _ UNTIL THE PFAYMEIIT STON SYSId IS IN PLACE AHD H {: a
— OPERATIONAL 106
—►. 401X4W BOTTOM 16• 4. M TEMPORARYEROSION CONTROL fA INCLUDING ALL
PERIMEM 04 STALL REMAIN N PEA" IL FINAL E
CONSTRUCTION 15 COYRElE1 AN APPROVAL HAS BEE RECEIVED D
qb FROM THE
CITY.
jEABRIC FENCI G -1 Y0 50' I a SUBSEQUENT
PRQECT3 WIN GRADING PERMITS ONLY. AMD FOR YABOI NO
INSTALL REQUIRED FOR OWING I SUB BU DNG PEIST HAS KEN ISSUED' AN AS-BUILT
RETENTION POND FOR ESC GRADING WILL E REQUIRED UPON COMPLETION OF GRADING
SITEI RUNOFF L ——J I AcnV1TIEs
-- RETENTION VOL 317 CF
RIP-RAP E �ro B MOTTOM ELEV 95.0
CONSTRUCTIBE REMOVED
0 AX WS ELEV 96.00
ENTRANCE / �° I I TOP OF BERM ELEV 97.00 2xzxs' RDODSTIucES OR 3/4' STEEL
TO DRAIN TO ESQ P REOD T. VOL 280 CF GDP BARER DEEP BRD EA
II OR DRILL STAKES
UG WI [%MST TO S AS READ
A I _ I r--J I 20'W —••I / L—_, j I FILTER FABRIC FENCING AROUNDCs
I I H GRA E
^I Bu LNG FOOT PRINT (TYP 4 PLACES) CATCH BAS
r
II UNIT C. ! / UNIT "A" I �
FF gf ,O L_, r-� FF 98.0 I A
/EXIST RESIDENCE TO BE I r LINE X 1r DEEP PERIMETER SNW v
1 I \REMOVED J I I I I MAP OUTSIDE OF SUMP W/ FILTER FARM Q J_
I I I I A AND PLACE 3/4• MINUS WASHED ROD( INSIDE SUW 1- '^
SHALLOW SWALE Y L— 1 o e°o°°O °Oo o°000°oo°o ° V
QW W
I b0 r 1 I q
'°°,° ,° Z Q Q
Py o I I 8 A W _ Z
m1 I ---____J �� L______-- I "STALL FILTER FAB FENCING AROUND SITE AS REWIRED CATCH BASIN PROTECTION _� Z
RIC
o I I p ISOMETRIC VIEW
IPr� fANINM W
J Q
FILTER
W------ —1 ZI CB GRATE z Qa _JI
I I SHALLOW SCALE ALONG PA kr • Q
L WASHED ROCK B DEEP x it NEW SUMP
SECTION A—A 0)0
Z0
WQUQ
1 I 1 1
I ,g r—� L
I < I - I I (:HAINUNK FENCE
UNIT " " I < .O I UNIT "B" L•--J
I CL
FF 98. z h J FF 98.0 I IF BERM IS FILL, COMPACT
i I i y .a 66n i-- I 3'
TO MAX DENSITY do Q
? STABILIBIU ZE
I i �}' i � Iz i i I �% . iii/:i%•j . M•9,r �'
1' MIN ' " ' :iSl Q
r--J L--1 qsI 3:1 MAX 80h1 SIDES �qOF 0 F-
bb I re I °P' I
R"L----- --� °6 I ————————j Z
— — — — — — — — — — — — —
N8952'23•E ,92.64• — — — — — — INTERCEPTOR SWALE J
CHAINLINK FENCE J Q cn
SOUTH PROP LINE W w w 00 N 5�57 KaLi 0, M
B WEST PROP LINE EAST PROP LINE dy�J OL O w •-
NOTE: THESE SECTIONS REPRESENT THE FINAL GRADING FOR THE W Z J In er < rT
NORTH PROPERTY LINE SITE, ESC MEASURES SHALL REMAIN IN PLACE AS SITE APPPROACHES THESE SECTIONS Q� to 3 00
Ed SILT CE � � O m Z N
FF 8.00 FF 98.00 ICAL ALL TS I LT FENCE SCALE 1• 2 FEET Z I-- LELI ay j=
UNIT •IL FIN GRADE N PVMT UNIT •A• I W TOPOGRAPHIC SURVEY DATED 12/93 Q Q 0 y r7 a n
.N 98 I NE 4-PIE% UNI 'C• NEW 4- LEX UNIT •D• I �� I elf
FF UNIT
C QIfG CITY OF AUBURN DATUM, BENCHMARK
21 T AVE 14 5' 27' OMCA 21;ST TOP
ST SEASS AND ONACE MON SECTION Date2/7/94
_ — -�/�/
LINE NEAR CA •A• ST SE ELEV 94.77
SI NC $COIe 1" = 20 FT
96 /��/ -- ---- --_ _ --_ � - �- — MAX P DING 97.0 / r BLD / 0151-94 Drawn AJR
1 TEMP SWALE I AL THESE PLANS ARE "APPROVED- FOR I Job 94-121
I I I C—EiIPWEi 6M SS EXI TNG GRADE TEMP SW E%IST GR E CONFORMANCE "TH THE CITY OF
-
- J\_ Pflop�
94AUBURN ENGIN LNG DMSIONS REQ(11REMENTS $hQEt C-L�94 BK>-SW E APPROVED BY az&
ECTION A- A LOOKING NORTH I—C8 Hr TYPE R-46 3/fz "
SECTION B- B LOOKING EAST SCALE 1"-20 HORIZ, 1 e 2' VERT ��96.6 CONTROL SCALE , =20' HOMZ, , = 2' VERT DATE APPROVED Of 4 Sheets
pF ob& 4 0f� 4 4 roaa q
g4DI+iiS DF 9•