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ON SITE SIGN NOTES SITE REFERENCE NOTES m os
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❑ A BURGER KING LOGO BOXES FILLED IN ( ® ) ITEMS 10 - 88 ANO AO - ® ZI IDICATE z�
ITEMS RPOUIREO. ALL OTHERS ARE NOT IN THIS CONTRACT. O;0
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❑ B CLEARANCE SIGN B' -6• (NON-ILLUM. J
54N.SEWEA Mu ❑ 1 6" CONCRETE CURB Sgz
¢IM _a4 ` ❑ C ORDER STATION
IE = 771 ❑ D1 BURGER KING LOGO ❑ 1A EXTRUDED CONCRETE CURB
El 2 ' CONCRETE CURB 6 GUTTER u
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❑ D2 ORIVE-THRU w�
N ❑ 3 STANDARD CURB N05INC Yxu
❑ D3 DIRECTIONAL ARROW a _
[:1 4 4" BARRIER CURBr
ElD4 THANK YOU a wz
D5 ENTER ONL-Y ❑ 5 6" TO 9" CURB TRANSITION a j`<U
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OFFICE lLgL.DIW, I ❑ ❑ 6 PRECAST GONG. WHEELSTOP S :, J
FF = a2 G ,n El EXIT ONLY z
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❑ 7 PAVER TILE WALK > o poxx
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El 07 NO EXIT m � _ Wr
�-. ❑ D9 ONE WAY
El 7A BRICK WALK
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'` I ❑ D9 RIGHT TURN ONLY E] 8 BRUSHED CONCRETE WALK oao
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'HI E] 10 00 NOT ENTER ❑ 8A EXP05E0 AGGREGATE WALK
Ow
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/ r pz
- 92_� T_ 83. 2 / N ❑ 9 CONCRETE RAMP-EXTERNAL
821 83'0 837 ❑ 11 MESSAGE/SYMBOL BOTH SIDES r06
❑ 10 CONGRPtE RAMP-INTERNAL Y x+40
❑ 11 HANDICAP PARKING STALL aN�
m 44 44
d (n$ LEGEND El 12 TYPICAL- CURBED PARKING STALL urw
3 d
� 44 �y�-h El 13 BRICK TRASH ENCLOSURE ¢ a�
�2 517E REFERENCE NOTE
m
O [] El3 STUCCO CRASH PNGL05URE m W W Q
ILI PSK SO LOWei 9Z 43
' BUILDING CZE m ,„z,
Z I PROPOSED YARD LIGHT - ro.m
aj .00 5 Z SGFaLH: 1 20' m mxJY
op AL1_ cDrt11E16 or-FiWLpIN El 14 SINGLE FIXTURE W Wa
F. I ap >w Q ❑ 15 DOUBLE 90-DEGREE FIXTURES z r
\}55z 1 ___. EXISTING CURB ❑ 16 DOUBLE O-DEGREE FIXTURE$ ® u
PROPOSED CURB ❑ 17 TRIPLE 90-DEGREE FIXTURES o z
r eo 4 ,1 777 J _ = EXISTING CURB/GUTTER
Q ppm �o _ Fti=. = 83.0 �- v � _ _I� FLOOR DT�A1N ❑ 18 QUAD 90-OE GREE FIXTURES
Lm
33 52 PROPOSED CURB/GUTTER
- � 2a� ❑ 19 DOUBLE I00-DEGREE FIXTURES
ALL GO*CWERS KlM 82'5
s -
/ II 4'IE. = 8z0 PX25TZNG EDGE OF PAVEMENT
❑ 20 PAINTED TRAFFIC ARROW
PRUP05E0 EDGE OF PAVEMENT
3b _
56• ❑ 0 CURVED TRAFFIC ARROW
0 ❑ 21 RETAINING WALL (TYPE A)
PX257SNG SPOT ELEVATION
606c,�,� $-_� 52 3 c ��l / ��M 2 PXI:$TING CONTOUR ❑ 22 RETAINING WALL ( TYPE B) Z (9
\ I PROPOSED PAVEMENT ELEVATION ❑ 23 RPTAINTNG WALL ( TYPE G) G O
j. Spl4l / ;7 SEE REF N(7TE. }3 `7Z 94 61 OO. O CTl
�' F $1 I J \ III' \` ELCv o'ivospczle2r _ _ 1 8"E x•79.5 (VGMF'y) 00,00. PROP05E0 CURB/PAVEMEIIt ELEVATION ❑ 24 TYPZGAL GUARD PO$t
1 15\cKRLL AI LEY IOo% W/
so G 32 L.F. of (."Pvc. spi( 21 it Z/ro1N �` _ - -- _ _ _ -�' Si 39 S/g., MINLS N KD� - G- EXISTING GAS LINE 7
�+ I ® 25 CATCH BASIN TYPE7rc 4-
38 44 PROPOSPO GAS LINE ® 5 ALT. GATGH BASIN CITY of AuautasL-TYM LCo F IYME: t-c 7 Q�
sDC$ T)'PE zc II �.95 L.F. of 15"GMP Lc c.T % -IGS j a
fCIM. = 8000 �' /I �7 5 W- EX25TZNG WATER LINE ❑ 26 tRENGN GRAIN j Q
15" IF_ a 77.25 E. 3 it / �� D� /� NEW .SPG fj Ty7E PG G`
15" ICE 7725 `5- MA7c 11 7 571.1` OF If"CMPP_m 5y. 2
21M = bZ-zz. �_ � s 42 PROPOSED WATER LINE ❑ 27 MANHOLE-
f, D11
q_ IS"IE= 7777,E. tW. Q.. ^ 0
(o' IE= 77. 73 V4. - g NEW sD�$ -55- EX7:5TING SANITARY LINE ❑ 29 -R
REl 28 OOF
Q SS2 51C
43 PROPOSED SANITARY LINE
O IS"16. = 7801w =SD- EX]:STSNG STORM LINE ❑ 30 ROOF DRAIN FLUME ClC
UJ 00
/ �, I 1=' 16. 78 0j s. ❑ 31 OEGORATIVE MASONRY WALL �l Q
Ilk Io� GP = 1s.2
d PROPOSED STORM LINE
N N %lsoe)
55E- EXISTING ELECTRIC LINE (OH) OR (UG) ❑ 32 HANDRAIL_ _ 33TR,45N ENCLOSURE ORASN
/" $ U. 3 53 60 T PROP05E0 5PRZNKLPR SYSTEMOH) OR (UG.)
S� O EX15T. SIpE SWK. 4 ❑ 34 PLANTER ( TYP)
3 w R�M�vE.ON]1TE
,56.Wt".R + f%51-r ❑ 35 SEPTIC YANK
LL
3 ❑ 36 SPPTIC-DOSING TANK O
t1E.W SDGl3 _ M O
o q RIM = 63 -0 25 GEN E RAI. N D T E S ® 37 GREASE INTERCEPTOR
8 15" 16 =77.66N ® 38 SANITARY CLEANOUT (TYP) z
p �Q 09 \� CR M 15" IG -77 &1. Id
Ii1m 'V 1. ALL WORKMANSHIP & MATERIALS SHALL CONFORh1 TO THE ❑ 39 GRAINFIELD
1 zo L.F. or- C-- PVA. 4V'K ZI $ 1b�q x �c'�3 m �3,� fc CITY OF AUBURN'S REQUIREMENTS & SPECIFICATIONS. /W
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® 40 ROOF DRAIN LEADERS THRU CURB
�^ 2 MODIFIED STANDARDSPECIFICATIONS
SHALLAUBURBE 1981 APWA AS ® 41 I/� PVC IRRIGATION VALVE 4 BOX /M ago
® 42 WATER $ERV. (SIZE 1ON/�iFl1j. FP- 1 ) ��
52 L.F. OF 15" cMP ® p 5 -IO (tA _ I 3. A COPY OF THESE APPROVED PLANS SHALL BE ON-SITE ❑ 2 WATER METER
5 L.F. OF 6"' vVc SDRC ,
^ . 795 41 5 06 - 4 DURING CONSTRUCTION. _
❑ 2 FIRE SPRINKLER SERVZGP
4. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. ui
SIFF SD M�'.};., :' -,.�. Z Sz . .•.,?•. MATLN / / ❑ 2 FIRE SPRINKLER METER ��
\ IT SHALT, BE THE CONTRACTOR'S RESPONSIBILITY TOcc
N - LOCATE THE TRUE ELEVATIONS & LOCATIONS SO AST ® 43 SANITARY SERV2GE
sEE NDTe 7,5u'r. c-I
SDlgµ - --x SAN . sewER Ma. AVOID DAMAGE OR DISTRUBANCE DURING CONSTRUCTION. ® 44 GAS 5ERV2GE
II NEWC+IR?l INL)_t TYPE I.0
RIM = 79.05 5Z g3.53 C2Ec-) 5. ALL DOWNSPOUTS SHALL BE DIRECTED INTO THE STORM � 4 GAS METER
RI,.-, _ meg.
72 1F. = S0.0j3(l2L=G) I ,n DRAINAGE SYSTEM. 0 4 4" WIDE PAINTED STRIPES CTYP)
(o'IE• = 76 5 N.E.(F oP) 6,111E - 7G• TO N12 _ NEW SDcg-98¢ TYF 2-C � 1 (MH PAVED OVE.fC) JI �r
rs' IF = 74, 70 S-\-/
RIM = Fi.7T
6. ALL CONI9ECTIONS OF SDR 35 PVC PIPE TOMANHOLES ❑ 46 4 " WIDE PAINT. STRIPE$ 1 .510C 049-0E6. cc
6"IE. = 76 90 sW. _ SHALL BE MADE BY USING A.C. MANHOLE ADAPTORS, OR
IS"IE. = 74'90 nt, - El 47 6 WIDE PAINTED StRZPE LU fa
III �7CI
c IS'1E.= 7G 90 E. EQUAL. ❑ 48 FRONT VESTIBULE WITH FRONT DOOR .r z {{ P
STREET SF .55 [A 49 FRONT VES
7. ALL CONNECTIONS OF SDR 21 PVC PIPE TO MANHOLES & A O Q '0 qIV
CATCH BASINS SHALL BE MADE BY USING CL 150 AC VESTIBULE WITH 520E DOOR b1 Lu 110 01
51 W
COUPLING WITRING TITE X IPS TRANSITION GASKETS. E] 50 STOP- VESTIBULE WITH FRONT DOOR +.�
H
X tF
b. BEDDING FOR PVC PIPE SHALL CONFORM TO APWA, SEC- ❑ 51 SIDE VPSTIBULE WITH SIDE DOOR ;S oc to ® QOD
TION 61-2.02, 4 INCHES UNDER TO 6 INCHES OVER ® 52 TO BP CONSTR. AS PER LOCAL COOPS p s�1
THE PIPE. ❑ 53 REPLACE/RPSTORE CURB TO MATCH PX25T. "L N 00 � 0 to
9. ALL PIPE BACKI'ILL MATERIAL SHALL BE CLASS "A" ❑ 54 NPW PAVING TO BE COMPATIBLE W/ EXIST. w d N
LL
BANK RUN GRAVEL. ® 55 EXIST. TO BP RPMOVED ANO/OR RPLOCATPO ta cccc
f-
10. SIDE SEWERS SHALL BE 6 INCH PVC AT A lY MINIMUM [__156 PXZSTZNG t0 RP-MAINCIL
SLOPE. ® 57 WAFER CONN To TRASH SNCL.-NOTP B-SHT. 0- 1
11 . WATER. PIPE SHALL CONFORM TO D.I. CL 52 PER CITY ❑ 58 EDGE OF PAVEMPNT CNo CURB)
OF AUBURN STANDARDS. ❑ 59 STD TRAFFIC SLOP SIGN W/10" STOP BAR
12. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY
60 4„ PVC. SLEEVE BPNPAtN PAVEMENT
OF AUBURN ZONING ORDINANCE, SECTION NO. 18.56. ❑ 61 TRANSFORMPR PAD O.� 4K
13. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 20
❑ 62 DRZ\/E -THRU CANOPY 4i ✓';,`�
d FEET FOR SDR 21 PIPE & 12 FEET 6 INCHES FOR SDR y
d 35 PIFE. ❑ 63 ORDER STATION CANOPY
❑ 64 GEL
PNTRINP OF DRSVP-THRU WINDOW
Po51TIVE ovEnFLowA1 _ 14. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOC- ETP LANE
bOUT41 51DEOFAL+bUPitJ ATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AF- ❑ 65 CONCRE DRZV -THRU AN6
wPy AGGE59 - EL EV.' 0021 FECTED BY CONSTRUCTION, PER THE CITY'S STANDARDJ k'�
pw.5. � DETAIL. ❑ 66 REDWOOD StOGKADP FPNGP 'P••"Q,��jc
v SL)m _--_ oPGOVEP,w/2Px - ❑ 67 LAN05CAPP0 AREA •VYY
1- PiOW G b A uSTMEAITT
oelG✓\3 (MII1.1.� HIMT9•ZI zI^41oLe (G'Tr11Gr,) ® 68 CONTRACTOR TO CONN. t0 EXIST. UTILITIES !/A�
x•: fo"6AP5G1-}G0. 4p _ - _ ❑ 69 WALK-ZN BOXES (,3" ARGHZTEGtURAL9) Vl
PSIcnTE doT+F (iND°S) ❑ 10 GUARD P05t AT DRZVP-THRU WINDOW L 2 Z
R E F E R A N C E N 0 T E S ❑ 71 PROPANP TANK ( ABOVP GROUND) Y cl
LL
CyKOUT WAIT 4,-TIGHTa' �• J
GL, ISO AG ❑ 1 PROPANE LANK CUNDERGROUNO)
GouPurlG w/ I 1. CITY OF AUBURN WILL MAKE CONNECTION TO EXISTING a 0 Z
A
15"f6 GMP 2 IWG TITS k CPS. f. 1 I 15 "�Mr SANITARY SEWER. CONTRACTOR WILL BE RESPONSIBLE ❑ 72 SOAKAGP PIT C WDLL) - �
s to Tr nI151T,otit I FOR COORDINATING THIS WORK WITH THE CITY & WILL
GMP -F GA51hET ® oSi El is PROPOSED FIRE HYDRANt LOGAtZON
"• J 1 BE RESPONSIBLE FOR EXTENDING THE SIDE SEWER TO SC V Q
Et_Ev_7ro.go b.=•� 29�Fs `; ❑ 74 PAVED DITCH
EL. v. zG.90
THE EXISTING SANITARY SEWER. THIS WORK WILL Q Z
•a INCLUDE EXPOSING THE SANITARY SEWER FOR THE CITY ❑ 4 ASPHALT SWALE 1� :7 o
' I`F' ' ' OF AUBURN. \ 1'-I ❑ 4 RPTENTTON SWALE �
sTO. TYPE Z-c qg'� •' 6" R/G. GL 200 '.N.. ry l ❑ 75 CONGRETP PNDWALL F_
? • �"!. �a f.10'(�: L7FVS5T ERP,ME SO THAT RES'TKiCTDiL \ - p w I""
S- >=XTE.N- - SDPI•Zt LOG4TED :a ,..v:.' POLLU-1711611,1 DEVIOC IS VISAbLE A-I' 6Dm6E of ✓ \•J
A5 pIFiQ'DT10N3 / N OF GPJ P'lOW SIDE �Al 0?VjtMh AND DRECTL.Y 4V¢R TNL-LADDER r„ �u�
Or
Cv R/G ffic.HPiD. �' _ ` q9"
.I ❑ 5 U-PNOWALL SAND/GPMENt ('� 7 u- iij
Q U
SrIOt1T a11PPLE MI'J' ':� \ \M,� ❑ 76 SIDPWALK UNOPRDRAIN o Z Z
sowe�T ELn ;':: < 'L AOTEE SOLvEL1T
0o ,/ Et` wF- ' . .. •--•'.:'+'': t.';•`.• WELD To PIPE- y ❑ 71 RPTENTION BASIN /~p LLJ z o
GAPw/O�IFtGE ❑ 78 OUTLPT TRAP v z Z o
440LFi 51'LFi• 2'/e' Z
❑ 79 GUARD RAIL CStPPL PLATE) I Z 0 W =
.. ^.1
❑ BO PL GROUND AY FPNCZNG L) U) (1)
P corJTP , a [� Isc+--IAr,G PLAN VU:-W a cW
T Y 'I ❑ 81 PLANTER 0 PLAYGRNO W/PEA GRAVPL I Ljj,J
HITS �..J a'l-`^-•e .�"^ "'� ❑ 82 PAVER TILE A PLAYGRNO W/PEA GRAVEL J Y=
STPIu GTu PIE 51?h. 21 PIPES P.5TM IZ$4 GL. 200 F7, I- LY Z
❑ 83 GONG WALK 8 PLAYGRNO W/PPA GRAVPL Q LY L =
I.IT5 ❑ 84 PLANTER 8 PLAYGRNO W/SYNTHETICS I--I _
GRAPHIC SCALE ❑ 85 PAVER TZLP ® PLAYGRNO W/SYNTHPTTCr✓" U ZIt O
T [1 86 YP
86 CONG WALK ® PAGRNO W/SNTHTICS
f --� 20 TT-r-(y.y. 20 40 ❑ 87 BK-66 DRIVE--rHRLI DPTAIL C_4
1 =20 TFT. ❑ 88 BK-50 DRIVE-THRU OP-TAXI.- 3ZO _ ' `')9 -
•f PRM1 PonnLr�+� •_ I6 t
t2 t= Wil)2 � S � � 0116
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