HomeMy WebLinkAboutSDP198800008 Plan - Approved 1988-02-18AF 48177AB
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• = 352. B B '^/ CONFIRMED'
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TOP .3S%�B 5' EXIST CURB j �u7>ER -� '
//v✓ 3s2. 7s PR0P;
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4= 7 0727" Sq✓ SEv�Ep TO BE '
Z�R= 790.46 • oc/cTiLE /.Po,✓ �/EE
T= 49. 2/ ' /.V Ti!/S AREA
IN
24�
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T. /VI, 76 - /702
R/VERBEA/O OR/ VZ
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CONCRETE /�'O Ir TREES
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WELCOME'"f
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- - Ati Y >/fA T Sn /OUGO O/E.
PROPOSED
EA/TRAn/CE EXIST. CC/.PB �CiC/TTEp
TO BE REMo VEO
9G EXIST B' S-S. TOP EL. = 358. S SWEET GUM �L/QU/O<J/1//BAR ST`/RAC/FL UA)
/x/V EL. =353.2 ST,QEET TREES C@ /: S-O- F,QOA/T<7GE
2. 063 +9 (3 REQ O - UT/L/T/ES /LONG 4/VE.QBEn/O OR. PROHIBIT TREES-
M. SL
V. OPE
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/NV. UP.oER E.�/O = .35.3. 2 )
/A/ I/, L O u/ER ENO = 3S7 f
P9!/L S SCARL E T EA/GL /S// I%9 kV 7'HO.PA/E
4 �CRAE TAEG &/L L AE ✓/G,Q TA ZO X -7 PAUL
MEO. SHAOE TREES C� /: /O E9RK/A/G SPACES
4 'o4EQ'O - 4
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STREET
moo/ P/POPOSE"O
xxX pRoPOSEO ELE✓AT/OA/S
• CGvARo POSTS
S/TL< O.A TA :
• OWNER R/ VE/QBENO L TO. BAR TNER Sf//O
P.O. BoX SSZ�
Cf/A/PL OTTES V/LL E, VA. 2290.5- OS2�
D. B . 628 f? 03B
• 5EVELOPEQ BURGER BUSTERS, //VC.
/HBO E. /VJ.9RKET ST.
1-1,q,PR /SO A/8l/R G , VA. 2280 /
• T.qX MAo •' 7B - /70 (PART OF�
• ZONEO -SP- <97- 93 APP,QoVEO /2//�/67.
• CU/PRENT USE : VAC.9 /�/ T
• L O T AREA
• BOv/voARY /n/FO/PMAT/O/l/ TAk< n/ FROM PL 4r BY B. f'ASSOC., LTD.
TOPO G/PAPy/c /'��OR^oAT/OA/ B 5� L5. /9UBRE5� /lUFFMAit/` �7SS0 C• , L TO,
• P,gQK/�/G /QEQU/REO - 3Z S/�ACES
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• .STORM WA7E6 OETENT/On/ /S NOT /PEpv/REO.
• A/O S•L OPE3 GREATER T%!AA/ 25 % EX/.ST OR 9RE P/POPOSL=O.
• G/PASSES A/PE ONLY VEGE 7-Q T/O/�/ O A/ .S/ TE, EXCEPT r2EES AS 3ffo w�/
• PAVE/✓IEA/T To BE Co "BASE STONE r,'/Z " -5 S
' DUMP STER O/4/ ✓E - Ttl,PU vVi/VOo �✓ PAOS To BE COA/C. , 6 " T//K. �// G x G , /0//0 WwAo .
• ALL PLA�/T/n/G S/¢gLL BE ✓t/!y/n/79/A/EO A/�/O .PEPL9CE0 /.0 QA/Y S/lDULO CV-
5--
L A/c/4 USE :
TO 79 / S / TE AREA: .33, G 34 .S. F. 7 -7 AC J
ARE/9 CO VEREO B Y B C//L O/NG 2, .520 S.
06
AC.
7 S
AREA O� OPEA/-sIoACE• 7, 264 S-c-
.17
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A.PEA COVE/QEO BY P/� ✓/�/G, S/OEW.9L YS, ETC- 29, g30 S.
. _-5-4
9C .
70. d
77
A C.
/0071,
• AA/ A,QEA C�.PE'ATE.P Ts'.9n/ S°7 O� TOTAL S/TE A/QEA /S
TO BE W/TEs'//t/ 4?A/4';)
c-/,EcvL AT�oA/ .9/PEAS .
B. /M. - EL EV, 3S8. 67
F, F. EL EV. INS/OE DOOR
TO FoOo L/OA/ STO/4E
A F�PRO VAL 5
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ry
APR 19 1988
PLANNING DIVISION
7
400EO✓✓ELCDMEfTi.'.V�/i{'yG!/"�T�+MKi
TG
3-2-BB
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1- /7- B8
AER qL B. CO. � TU.P^/ q,pROW, .VOTE
RE✓. NO,
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.at'
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TACO BEL L
F1 / VER B E-AA0 oR / VE - /4 / VE/Q BEA/p StiOPi�//vG CEn/TER
R / V,91V VA O/S T/4/C T - AL BEMARLE COUNTY,
Applied Technology and Engineering, P.C.
Charlottesville, Virginia
W,9A44444_�si
i Itla.
TE �L A/v
, Mul p
Scale: 1-= 2O' Date: A/o V. 2O, 19,97
Sheet:
Drawn By: TG Approved:
of 2
Rev. No.
Description
By
Date
JOHN WILLIAM GREENE
O CERT.No.
1
mA✓o P 4E✓ OEf. ALO. CO
7-
n/17/g7
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Co'-7.✓)Eiv Tf
6458
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/F�PROFESSIONA����\
-1 ?l[OC.9>Lo Sq..', 60 W. irC.
RE✓iSED
TC7
///3/BB
.!{
BRiiOL-O•'PO DEARS � L'RO N THGE
ETA/HIED i NOTE ,QE: 0TNE,P
TG
/ / /4/BB
L A.vri,VG� /900E0 PER /7LB.0O3/Lyn/,
S
r
E.Q /7� CO_ PL.9NN/n/G RE✓/S/O,y
Ii.
uF 48177AB
•
e 4 xe"Smoosh Dewas p ape=onn.12"C-C t0 bs eloped n oil areas adjacent
DI-3A-38-3C Sheet I of 2
to abWinq concrete. Koyuaye a antra rseans of pevetrirq sertwnent
nor be Substitnded rhn apprwea lot the Erngr. } 2+x2j2s Gal vani ild3 tar a:w war t For details of Inlet Frome 8 Cover Golvaniv d plate to be beneti G see St'd. IC-2. on an otgle of 66.3Q'txldisto
Ben C be anchored withi % 4 skid sheer
Ban F B correctors welded to berth plate ` ' • J x 4" stud show connector
- at 2' C-C. 1• r•;'• wtlded W angle non of 2'e-c
2•-e t �% I e (Type A Type B
NOSE DETAILS
�}---}}IN -rill--�� ��}}-�{---}--}}}}} ��--1}�--71�Ir
LLI e �_ +-+'-i-+++--e--F-i-f-•� --F--F i--i--e+- s.+ a TV
Keyed canM2, A
r II II tine of Cwb
II II so, F B� A = •e^• .• •Bars .
2'-d' lii it Bon D Expansion Joint 1
Expansion .ont Bets E
I J If MM is constructed In Melon cwrb or with IMelp Cerb, Gutter is to be anrttwd.(Ses dosed) �i B"�-1'-0-•� B"i�
h- PLAN
SECTION B-B
I.-vrr;iew- race. zo' I
d Cenek lent son D Approach 0~I I I I I e yF
Bar G 7 '
I 12" •
- - - --L' Bars C
e•L ram-----------------------� 2" I ----- -
---- iHrord.Zore
2• yy� Mrs E B Bon F cloth
Dianster Typo A rose detail Stan be used •Sops 1
Weep Mole viltn C6-3 B CG-7 Standards. , I.
D
Tree 8 nose dotal shall be used • I
'FRONT ELEVATION wish CG-2 B CG-6 Standards. I s are to be
--.J tawhler nr,ewed) {k .'•. grounded when H e
In the evenf the rwW of the ouNW ,y to diwnsu base a to be !peened .�:. :• . • • . d-O" to greaser
me o higher non rM baton to droiw trrbbeM material. weep e" "�'. � • - For step details see
A of the structure, the inert of h sWuchre shall be shaped with T
proven sladae panding of water n the Ao1• ' -woo plastic!zedsteel
hardware Sid. 3T-I
cement mortar ro t ar e" ice- 2�-e"-----i B"
Notes: Standard meta colt ie. .03 i ar , number
4 sleet
may be constructed with concrete structure. The cost far invert >�q ahal be included m 1M :a'
block in accordance with the details shown on price bid for the structure. wire diet 0.03 inch, red fir 4 most
SrandordDrawvngDl -Me. tnordwrorecbshoncharedfirmlyto SECTION A -A
For dmwwkm and aMOtles ash shown sea shiest 2of 2 oelside of struetws. _" AW. Veer.
DI-3A DI-38 DI-3C rWe p Itionex
it
t"
H I,� I H I I Flew Flew.- I 1 f� -�' •.'
�/(/ ���� I I0-
For
1_J L we on grades For wis in DETAIL WHEN USED
sop
Bah sides to be oysrrneMasl ADJACENT j0 MEDIAN
The -H" dimension shown on the Standards and When spedfed an plane "in mart • to be shaped n accordance win
specified on the plans will be measured from Standard Pion IS -I. The pod d twrnirrp and plaeng are not".ds
the inert of the wtfall pipe to the top of ncidened to Inc ehapirnp "la be winded in the pnce bid for >ti drop w M oomplala.
the structure Plan "Willintens,ons are approximate
only for estimating purposes and the actual
dimensions shall be determined by the contractor Uwgfh of sM (I_) will, in svoy core, be shown on piaw.
from field conditions. When Inlet is used in 4'-a" Me". bock of Inlet is to be shaped to confaen with proposed curb.
This item may be precast or cost in pace.
STANDARD CURB DROP INLET SPECIFICATION
I,Ln 3da PIPE MAXIMUM DEPTH (H =8l REFERENCE
VIRGINIA DEPARTMENT 241
Of 503
104.09 HIGHWAYS AND TRANSPORTATION
CG-9D
N
W
44pUS �R ,� WIDTH OF ENTRANCE- I • 8
°w► ( I a a
a
w I e9 a
i EXISTING OR PROPOSED 4<h
SIDEWALK OR SIDEWALK O ( ! 0.SPACE -0
EXPANSION JOINT C I -CURB INCLUDED IN I v • m
Q
ENTRANCE GUTTER W H Q
U W
i y o O
c p� c
LUNPAVED SPACE W WW c V
IDEWALK Z .1i , W
�a cn
W6FLOW UNE ip \ 's e
ENTRANCE WIDTH Z I •, t°. a
Desirable Minimum 16' W
WIDTH OF GUTTER Absolute Minimum 12' i m 1- Y
EX1I41101SIONI JOINT V U' ♦ a ,°s
o
PAIN ROADWAY
L�
-------------
--- —�J
HALF PLAN
1-- Is' --I
is .
21
• , . o A -
SECTION B-B SECTION C-C SECTION D-D
When used in conjunction with Standard CG-3 or CG-7, the curb face
on this Standard Is to be adwsted to match the mountable curb configuration.
STANDARD ENTRANCE GUTTER R FERCION
NE
502
VIRGI" DJPARTMENT
203.05 HIGHWAYS AND TRANSPORTATION
0
0
Concrete to be Class A3 if
cost in place,4000 PSI if
precast.
O
G.
.e e:..
vial �:�•.n ::.: n.
Z .
Base
This item may be precast or cast in ploce.
Subbase
II
6"
r4 2" Radius
°
This curb is to be used when design speed
is 40 MPH or less on Rural highways and
Note: Curb having a radius of 300 ft. or less
Surface
45 MPH or less in developed urban and
(along fore of crb)will be paid for as radial
lea
-Z
p
suburban areas.
curb.
The depth of curb may be reduced as much as 3"
Ba5Q
(15ndepth)or increased as much as 3"(21"depth)
in order that the bottom of curb will coincide
Subbase
with the of a course of the
�p pavement
L
�-5 �{
:!:
substructure Otherwise the depth IS to be 18" as
12" (
shown. No adjustment in the price bid is to be
ACCEPTABLE ALTERNATE
mode for a decrease or an increase in depth.
IF CURB
IS EXTRUDED
SPECIFICATION
STANDARD 6tt CURB
105.04
VIRGINIA DEPARTMENT
502
N
HIGHNAAYS AND TRANSPORT001IIII
201.01
I
A-*'
TANGENT PLAN
Sidewalk Area - _ - T- 4" is the miniaaml requirement
(with or withput buffer strip) to achieve a 12 4 slope
6" T'- 4"
Std.CG-6 &33'Y.Mmt. ►' r'si:
e ..4• v
s / i
SECTION A - A
RADIAL PLAN
mimum
it I
Slope 12: I Maximum VIE W
��/i, NOTES
All concrete to be Class A-3
s Romp surface shall be constructed with o non-skid finish and cross slope of the romp shall not exceed 7'/foot
SECTION B-B Romp shall not exceed a maxernum slope of 12 1
Curb cut romps are to be located as shown an the pions or as directed by the Engineer They should be
offset from pedestrian crosswalks but should not be located behind vehicle stop lines Existing light poles,
fire hydrants, drop inlets, etc will also affect placement.
Cut romps will be measured and paid for of the contact unit prices for wdewak,curb and gutter,or other
components there of which price shall include all work necessary to shape or modify the items as required.
When used in conjunction with Standard CG-3 or CG-7,the curb face on this Standard is to be adjusted
to match the mountable curb configuration.
e Treatment whom 7' 4 "width is not obtainable.
CURB �C UT RAMP SPECIFICATION
REFERENCE
(FACILITY FOR PHYSICALLY HANDICAPPED) 502
VIRGINIA DE
OfAARTMENT 505
0
203.09 HIGHWAYS AND TRANSPORTATION
I
o
This area maybe concretes
at the option of tfle contractor
CG-6
�4"� •R
•.. ./.�
'A • I" : I •A
A.
A.
The bottom of the curb and
putter may be constructed
parallel to the elope of sub-
•�6e surface courset provided a
minimum depth of 7" is
maintained.
This curb is to be used when
design speed is 40 MPH or less
on Rural highways and 45 MPH or
less in developed urban 8 suburban
areas.
Note: Comb. orb 8 gutter having a radius
of 300' our less (along face of orb) "I
be paid for as radial combination curb 9
gutter.
This item may be precast or cost in place.
Concrete to be Class A3 if cast in place,
4000 PSI if precast.
xcw.rr lum I lwn 11
REFERENCE COMBINATION 6 CURB & GUTTER
10504 VIRGINIA DEPARTMENT
502 of
HIGHWAYS AND TRANSPORTATION 20103
4-1" DIA. HOLES
4' SO. STEEL TUB
3/4' STEEL PLATE
4'X4" STEEL TUBING
LIGHT POST 17'-6"
HIGH W/BASE PLATE —
2" HAND HOLE-
4-3/4' ANCHOR
BOLTS. 2'-6" LONG
PROVIDED W/STEEL
ll
V I'wVV
2'-6" HIGH 14 GAUGE
STEEL FORM BASE
FILLED WITH CONC.-
4-i4 BARS W/
@3 TIES @ 12"-
LOCATE @ ALT.
LOCATION FROM A.B.
TOP OF PAVING
3/4' HEAVY WALL
CONDUIT -EXTEND
TO BUILDING
ELEC. SERVICE
NOTES:
1. STEEL FORM BASE
ANCHOR BOLTS 6
LIGHT POST.
SUPPLIED BY TACO
BELL FOR INSTALLATIOiN
BY G.C.
(V• T
BASE PLATE
1'-6' SG.
s a
G /G�/T POL E
BASE DETA/L
3X /=0
0
I
CU
Z
H
v
0
v
P4 97 square bet
I.1l t r
N. T .5
6' X'6'-io/io w w.M CUT 12'
Oil
NEENAH R-2533-0 HOUNU BASE
Nill
CONSTRUCTION NOTES
GENERAL NOTES .
PAVEMENT DIMENSIONS
REFER TO THIS POINT
AROUD PERIMETER OF LOOP
-'----r'--
`� y �- " -�
-
}j
PRE ST CONCRETE SECTIONS
FLANGE OR AN APPROVED EQUAL
CONSTRUCT ASPHALT CONCRETE PAVEMENT AS SPECIFIED:
.
I. T THE CONTRACTOR SHALL BE
LL
240' 7•-0•
1 r-- -rr- --��Ir -
T
MAY B USED
REQUIRED PERMITS AND AP-
1' RADIUS BOTH S S
-,� P.V.0 SENSOR LOOP
12'
i
•I
RIM ELEVATION REFERS TO TH POINT
E BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION
•
F SH i` 6 ;
,GRAD �9g• PAVEMENT ELE IONS
REFER TO POINT
PARKIN OT SURFACE
P.V.C. SLEEVE THROUGH
CONCRETE CURB
24' HIGH LETTERS i
4' WIDE STRIPE „' MENU BOARD (N.I.C.1
II Oa 0 i2
/
/
i i /i
INLET ' /
- M�{
,
r
'.'6' UTL T
--
i
PARKING SURFACE
AS SPECIFIED
SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY
REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL
OF THE PERMITTING AUTHORITIES.'
2. CONTRACTOR TO REMOVE ALL EXISTING TREES, WALKS. AND
o
►�
(V
�� �; .
IFIED
PAINT WHITE - _
�' ! INSTALLEC BY SIGN
0
4 1I � a- }�
}
- - - -_- ---- T,11
---
2`
-
CONS UCT 6' P.C.C.
CURB PER DETAIL.
BUILDINGS ON PROPERTY. INCLUDING ANY FOUNDATION WITHIN
Z Q
'� ♦ so AS
,�
O �, I � COMPANY
�
• -
!
CONSTR T 6' P.C.C.
c
CURBS 6 GUTTERS PER DETAIL
10' OF NEW CONTRUCTION.
_
Z
,k
_
� � a
i
IC-
CI16 -w CONCRETE CURB
A
A
COURSES OF
VERTICAL BRICK
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CONSTRUC P C
SWALE PER DETAIL
3 CONTRACTOR SHALL LOCATE AND COMPLETELY REMOVE ANY
cc
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•b 0 16'
-
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UNDERGROUND TANKS, PIPES, VALVES, ETC. AND BACKFILL WITH
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ALL ING TO BE 3000
3/4' P.V.C.CONDUITCOMPACTED
CONSTRUCT _.C.
CURB EDGE SIDEWALK PER DETA
SAND.
-�
P S.I. 8 DAY P.C.C.
�t
TO PROJECT 10' INTO ,
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CONC. PAD STUB UP
110
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CONSTRUCT P
L RAMP - MAX SLOPE 1:12.
4. ALL DIMENSIONS, SETBACKS, AND PROPERTY BOUNDARIES SHOWN
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• - 2- 04 BARS ONT
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4 TO 2' X 4' cux 1/2' CONDUIT FOR POWER TO
'
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1i2' THICK MOHTAR^CEMENt
PLASTER COAT OVER ENTIRE
,
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7
IONSTRUC7 P C
DEPRESSED RAMP
HERE MAY ONLY BE CONSIDERED TO BE APPROXIMATE. CONTRACTOR
BEARS FULL RESPONSIBILITY FOR VERIFICATION OF ALL SETBACKS
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TOP 6 BOTTOM
J.B. 8Y G.C. _ C. ELECTRICAL PANEL. STUB 'JP
TO JUNCTION BOX BY G.L
STRLICTURF 'BRICK 4H BLOCK
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CONSTRUCT 4' THK
N C C. PAD W, 6'X6' - �10/10 W. M OVER
OR EASEMENTS BEFORE BEGINNING CONTRUCTION.
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PROVIDE EXPANSIO
CAS' IRON MANHOLE i,VLH
;OONDNY
,,
6' GRAVEL BASE.
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JOINTS AT 20'-6'
1' CONDUIT FOR COMMUNICATIONS TO
By NEENAH :C.,
�FH'Elz H-1'95-F 24' -'A
1
5. THE SOILS REPORT AND ENGINEER'S RECOMMENDATIONS ARE A
PRAT THE
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DRIVE THRU BOOTH COUNTER. STt16
UP 4' TO JUNCTION BOX BY .,
T�
FINISh
GRADE
BRICK, CONCRETE BOCK,
OR PRECAST CONCRETE
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CONSTRUCT TRASH
TACO
ENC SURE ON 6' P.0 PAD PER DETAIL.
BELL P LE SIGN 6 FO DATTON BY SIGN SUPPLIER.
OF CONTRUCTIDN DOCUMENTS.
6. ALL EXCAVATED 6 FILL AREAS, EXCEPT THOSE DESIGNATED AS
SHALL TO 95% OF MODIFIED
00 ,�1
"W cn
c0
0 W a0
CONCRETE CURB
MENU BOARD SENSOR LOOP
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---'+
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DOUBLE FACED
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NOTED. SIG 6
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MENU BOARD AND
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N NA DIRECTI AL SIGN, SIGN FACE AS
OU D 0 S SUPPLIER.
F I BY SIG L R
SENSOR L00 PE DE [AIL BY SIGN SUPPLIER.
NEW LANDSCAPE AREAS, BE COMPACTED
PROCTOR MAXIMUM
AT V
PLACEMENT SHALL NOT EXCEED 2% ABOVE, NOR 3%
BELOW OPTIMUM.
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PAVEM'T. DIM. REFER TO T _
POINT-
6' L STEEL POST
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wOUNOATION BY
GENERAL CONTH OR
7. CONTRACTOR SHALL SUBMIT COMPACTION VERIFICATION TO TACO BELL.
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2'-0'
�TLLE[J w/C(SNCRFtF
S' INLET ••�
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INSTALL 400 WATT
METAL HAL YARD LIGHT. BASE AS SPECIFIED.
g, LOCATION OF UTILITIES AND UNDERGROUND PIPES IS BASED ON
BEST INFORMATION AVAILIBLE AND MAY NOT BE COMPLETE OR
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UTLET
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JORDAN NO. 5904 CATCH
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INSTALL GUARD
POST PER D AIL
ACCURATE. CONTRACTOR To COORDINATE CONSTRUCTION WITH
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FINISH /2' R
6' PAVEENT.
GRADE ,ram PARKING LOT
ELEvS REFER
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BASIN TRAP WHEN REGUIHEC
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INSTALL 6'-0'
LONG P.C. . WHEELS
LOCAL UTILITY COMPANIES.
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2' R, TO THIS SURFACE AS
T- SPECIFIED
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PAINT 24' HIGH
LETTER - WHITE
9. ALL NEW CURBS AND GUTTERS TO MEET AND MATCH EXISTING.
! 1 cc
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F!N!-,H SURFACE
THE m
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TIC C TINE
A
[BOTTOM
PRECAST GHgDE
CONCRETE BASE
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PAINT TRAFFIC
ARROW - WHITE.
10 SEWERXtENOING TO 5 BEYOND
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PAINT HANDICAP
SY OL - WHITE ON BLUE A-kGROUNO.
BUILDING, 6' PV.C.CTO MAIN.
6' 3, la° •a
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35' j 2.
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- ALL SIDES
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PAINT 4' WIDE
S IO STRIPE - WHITE.
it. ELECTRICAL SERVICE TO BE INSTALLED IN UNDERGROUND CONDUIT.
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6'
LANDSCAPE ARE
12 WATER SERVICE TO BE 1' T>'oE
BASE AS
( is' '• CONCRET.
6 _g•
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21
INSTALL 1ACO
ELL FURNISHED CONCRETE TRASH CEPTACLE
SPECIFIEL
`^ FOOTtM6
POROUS BACKFI TRADE
-
,E
'A' CUSHION 4'-8' + (2X MALL THICKNESS)
g2; INSTALL GAL. GREASE TRAP.
S ILIZED SUBGRADE
1^'� - 9,
-- -r
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CONSTRUC CURB
NOSE PER DETAIL.
ABBREVIATIONS
SPECIFIED
�- .- •"
- - --
(USE A CATCH BASIN WHICH IS TYPICAL
FOR THE AREA'
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�24
GUARD POST
SECTION 'A -A
CAPACITY: 1000 GALLON
(OBTAIN LOCAL FOCAL CAP
ITS
1
A.C. ASPHALTIC CONCRETE N.T.S. NOT TO SCALE
2'-0" CONCRETE CURB 6 GUTTER
!A 0 F, i ----- - ---
WAY
Hmi
REQUIREMENTS)
TYPICAL CATCH
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BADL
BLK BLOCK O.H. OVERHEAD
O
4N, W4t. T T 1
GREA`�r HAP (EXIER;OH,
CENTERLINE PVM'T PAVEMENT
.. B CATCH BASIN P.0 C POATLANO CEMENT CONCRET
CONT, CONTINUOUS FL FhiOPERTY LINE
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P ERTY
.
SOLI6 C I. INUENTED
LI
2'-6' MIN. IL
COVER MARKEL SANITARY
O T E: ISE MANHOLEWH'CH
IS TYPICAL FUA Tl AREA CAST IRON MANHOLE
U.S. FOUNDRY NO.
FRAME 6 COVER b,
310 --- (OA EQUAL
C. 6 G. CURB 6 GUTTER P.P. POWER POLE
in
PROPERTY LINE
VERIFY ALL TOPS OF
! TOP TO BE IMPRINTED
- SANITARY OR
C.I.P. CAST IRON PIPE P.V.C. POLY VINYL CHLORIDE PI
COVERS BEFORE
STORM SEWER FOR
TYPE OF SERVICE
SYMBOLS
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SETTING
'0, MIN
TOP TO
C.M.P. CORRUGATED METAL PIPE R.C.P. REINFORCED CONCRETE PI
2'-0' WIDE CONC. �
H' •
2- 14 N
H4JE'H r PARKING SURFACE
AS SPECIFIEC
ELEVA DNS REFER
THIS POINT
C. 0. CLEAN OUT (SEWER) R RADIUS
1•-0'
SWALE PARKING SURFACE
CONT. 5'- PAHk'N(, SURFACE
LONG
---------
- cc�c� �cft
T
CAST IRON M.H
ME M.H.
PA ENf �LJSH
H TJP OF RIM
PROPERTY LINE
DIET, DETAIL REQ'D. REQUIRED
3' AS SPECIFIED
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EASEMENT 6 SETBACK LINE
D/W DRIVEWAY R / W RIGHT OF WAY
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N T
ANCHOR BOLTS
EXISTING OBJECT TO E REMOVED
J B ED
ORM R)
E.P. EDGE OF PAVEMENT S.D. STORM DRAIN(ST SEWE
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• Cl-cl�7
O O q u +� " �-
FRAME SHALL
UST COVER ' ALL BE
ELEV. WITH EMBEDDED IN
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BRICK LEVELING COURSES
UNDERGROUND PIPE AS NOTED
EL. ELEVATION S.S. SANITARr SEWER9
[�C
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BRICK OR CONC t MORTAR
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EXTISTING CONTOUR LINE
ESMT. EASEMENT SHT. SHEET
( ,.,�J
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NEW CONTOUR LINE - FINI'' GRADE
EXIST. EXISTING S/W SIDEWALK
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BASF AS SP PIED 2- 14 RODS, U IONG O C 6
PVM' T . MIN. 1 LONG ON CONG.
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SANITARY SEWER AS NOT
F.F. FINISHED FLOOR T.B.R. TO BE REMOVED
W
PVM'T US[ EPDX ONOTNG AGENT
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F.G. FINISHED GRADE T.C. TOP OF CURB
04 BARS 0 9' 0 . C
CONCRETE SWALE
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PRECAST CUNCRETE WHEELSTOP OP
T ( \'�
C . 0 .
\ DEEP SEAL
j C.1. TRAP
C . O .
INLET ` r � OUTLET
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L� a� >
� REINFOHCEU AS
PER SUPPL I ER
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WATER LINE
GAS LINE
ELECTRIC 4
F.S. FINISHED SURFACE T.P. TOP OF PAVEMENT
F H. FIRE HYDRANT
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SANITARY
—SO
oRM SEWER
L FLOW LINE TYP. TOPIOFLWALL
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RGROUN CONDUIT 4
G.C. GENERAL CONTRACTOR U.G. UNDERGROUND
FACE OF BLOC.
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INLET STORM SEWER ONLY
4 DIA
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EXIS G POT ELEVATION
FINI EVATION
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INV. INVERT V.C.P. VITRIFIED CLAY PIPE
M.H MANHOLE W/ WITH
=,,,,,
LINED W/ FILTER FABRIC
('TYPAR' OR 'POLY FILTER X')
T i REMOVABLE
E. H;;,K C'ONC CREOSOTE WOOD
"4r
N£w OC w METAL HALTfJf VfAF+iv L76HT
W
I REPORT: '
JCII_
LANDSCAPE AREA (SEE 5H7 L-1' 1' RACIJS
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BASE W •4 BARS BAFFLE 5 6
12• U BOTH f i HIGH SET IN
wA�C �• S' CAST IRON
cn
- w
Q -- - -� OUTLET SiJHM SEWER ONL `"
P E BASE A NOTED 3FIF 4H' A-2
('i T'7'� T' C C. SLIRFAC
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1T AS NOTED PAVEMENT ELEV
6' a STOP PLANK
+ 1 -
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REFER TO THIS
POINT-
- - PARKING SURFACE
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1
_ _ .25': 2' _�--
_^ rZ 6' 9' 1 - B� 6' ✓
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-�'lj� ►
;
NEW 6' P C.C. C PEF{TATL
TI
DRAINAGE FLOW i
n
W W
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= AS SPECIFIED
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1 1/2" DRAIN
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SLOPE INDICATOR - PO '4iJOWM1ILL
PARKING STALL NUMBER
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1 1/2 0 THROUGH CURB
L_j _ r , L
SECONDARY
P R + -- -
-- — --
FINAL PARKING STALL K"O
REPOH, N0. UA Fu
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PERFORATED i 2 PER PLANTER
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1 5 4
- ' ' -
�'c�'c�c�,c�c;' c��c�' c� ,c�c
(SANITARY
EwIER ONLY) . -
6'-4 DIA. BASE
''
CONSTRUCTION NOTE CALL-JIJT
SURVEYOR:
H W {�
d ALL WALKS TO BE
41 ¢ `
_
'
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d' GRAVEL BASE -
TYP.
POROUS BACKFILL
4
3000 P.S.I. 28
6' X 6'- DAY P.C.C.
GRADE 'A' CUSHION
5 -0'
10' DIA. SUMP DRAIN (STORM SEWER ONLY)
OF 3/ ' WASHROCK SUMP
-INVERt SANITARY S R ONLY
�k
Q
~ W
10/10 M.M.M. 6. Y 2- 05 BARS CONT.
TOP. 6 BOTTOM
BAS SIZE OF TRAP ON LOCAL CAPACITY REQUIREMENTS
FILTER PERCV
(STORM SEWER ONLY)
--
('�' Q J
Q a: a Q
PLANTER 6 CURB EDGE SIDEWALK
75o GAL. (A-3'-B 1/2•;
sso GAL. lA-4'-6.1
T
MANHOLE (PAECAS 1) SANITARY OR STORM
SEWER
--
W
cz
PAINTED TRAFFIC ARROWS
GREASE TRAP (EXTERIOR)
•
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BENCHMARK:
ui � W
F. a' 5 3/4'
6' CURB FACE
UTILITY CONTACTS
3' 6' 3' 3'
FINISH GRADE
HEAVY DUTY COVER
WITH LETTERS 'C.O.,'
NOTE:
r^ lV
v! W
A . 0' URB FACE
CAST
CONTRACTOR SHALL CONFIRM UTILITY LOCATIONS P14IOR
- -
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SEWER:
TO EXCAVATING
TELEPHONE:
- - - -'
Z
6' DIA,
.r- r--} TREE WEL,
.~, 7
.4r1*
� _ . - �
0- 5
GUARD POST
TYPICAL
YARD LIGHTS
1+'
N
LAB
w 6'x6 50/1 FLUSH W/
ADJUSTABLE HEAD
10' SO'
,
_. _
_-___-.__ -. — .
SPECIFICATIONS
SIGN SPECIFICATIONS
\
AAMP�
_
#
w w M PAVEMENT
4' MIN. CONC
PRIMARY SIGN _
t ENCASEMENT
"a' x
I THpEADED
WATER:
CABLE T. V I
HIGH RISE SIGN
a E v 91 o ry e
O
ix
T•
1MMUN I C A . ON`
TO MENU
`
LEAN OUT SERIES 8310
JOSAM MANUE CO. OR APPROVAL
MADE H v CLEAN OUT
_1� PLUG
lj
.,
FGUAL WITH SCOAIATEO COVER 6 `� t
f
BRASS INTERNAL PLUG
_,-
DIRECTIONAL SIGNS
SIMILAR CUHb
TYPE 8315 FOR 5' � P1PEit7
EDGE SIDEW K ' DE T
A T.
TYPE 8316 ,FOP 6' t.PIPE)
(HEIGHT '✓ARTIf
1 '
GA'
ROADS:
EXTERIOR HANDICAPPtU RAMP
-T I
CURB DE 1 AI __
MJ-60 CU
BUILDING SIGNS
AT DRIVE THRU WINDOW
CONCRETE ENTRY RAMP
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_- _ - --.-.-__
I
7• b'
BUILDING FOUNDATION
ENCASETIN
_ .___ _-_-----------.
_ __� _-._
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ELECTRIC:
a' THICK CONCRETE WALw
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3000 PS I 28 DAYS c-
FOR PIPE SIZE 6 MAT
4EFER TO PLAN
2-
i
BLDG
r 6' A F' 10/10 w it ►+
1 30 BE NE,
-- -
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F-
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FINISH GHAJE
PLUG
--
----- '
- V I G I I vi--r-POAP
SHEET INDEX
►.
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6' OA.
i -6� GUARD POST
_
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"4IE--�11
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IH�II III .II 1 - �r _!
--- - - -
�
1;'2' PREMOULDEu 4' GHAVF' BASE
SITE PLAN
MASTIC 57ATP
6' CURB
ONTINUOUS
AAA SITE DETAILS, NOTES, 6 REFERENCES
A18
DEPRESSED RAMP
M-60 6 M-80 CURB DETAI.
SIDFWALK
':;ANITAHY
AT DRIVE THRU WINDOW
EDGE OF PAVEMENT
NEW 2 X 4 X IB LONG
REDWOOD OR P.J.HEADER
4' CORNER PIPE WA,.
THT�KNESS 226 M?N TYP I
PH G T S t t�CCU
e u 11 0l ry o TYPE
!V
2 X REDWOOD OH STAKES - 6'-0' O.C. M
P T DER o PL USED 0 CORNER
6 SPLICES
2' .•PIPE. MALL
6 CST F
" OUTSIDE TO OUTBID
,
BUILDING PLANS
THICKNESS 145 MTN
8x8x16 C N �,t
w
NEW OL
W/ OUR-O-w':. RY
--� S D WOOD GATE
.
•
PARKING SURFAC -
AS SPECIFIED --_-
20' _u" 10' 0' �
FOURTH COUHS;
STUCCO 6 PATr-
8 R.S. FIR -
' '2xG' HINGE AS RED' D
STANDARD DATED
2 _,p•
' TYPE STD. s' cuRe
_ _ _ f
MATCH BLD(>
,.
WITH FOLLOWING SPECIAL SHEETS:
Joe Nummup
EDGE AVEMENT I
vv
6' THK. P.C.C. SLAB v
15 VERT BAHb •'
�i PAINT INSIDE TO
A2 FOUNDATION PLAN DATED
T_T T.•_ �..
J O.O
- U
W/ 6'x6'-10/10 W.W M
ON 6' GRAVEL. BASF
1
0
0 36, 0 C. 1•
U3
ma MATCH BL.DG.
t i
�N EPDXY PAINT
DATED
J .O O
)
n� a
6' THK. P.C.C. M/
DATED
T E 2
PROVIDE 1' - 6' LONG ..
in GALV. PIPE EMBED IN
ASPSPECIFIEUM'T
1
2x sxs-lo/io W.W.M.
'
DATED
NOSE DOWN T IVEWAY SURFACE
F P41 SH GR -r----+-,-.-- --
CONC. FOR DEADBOLT
� r �+ a
i'
EXTEND TO FROST E
DEPTH AS REO'U. �_
- , j ON 6' GRAVEL
a-.. =: zi _ BASE. PAD SIZE
12'x30'
DATED
DATED
6' HIGH CHAIN LINK 2 -- 4',r CONC.
f5-BAR CONT.
.i:.i.�.�___�-��
FENCE W/ VERTICAL FILLEDSTEEL
12•
DATED
TYPICAL ELEVATION
REDWOOD SLATS PIPE /' -0'
L.ONG EMBED
i;
DATED
3'-0' IN 18'
CONCRETE FOOTING
DATED
nAl
STANDARD CURB NOSING
WOOD EDGE STRIP
TRASH ENCLOSURE
CONCRETE BLOCK
TRASH ENCLOSURF
DATED
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