HomeMy WebLinkAboutS-0427 Map 7Y
120 0'
,
JUNCTION
SOX
�' ,.�..,...�.. .0 CONNECT C.P
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0 EL. 310.22 �
v OB. •� 13� _ J10 FLOUT 306.0
308 _-_. TOP EL. 313, 0
V7 Y>ZO X307.0
INSTALL �— ��� `O _ /
O
CURB INLET
m // FL OUT 302.0 'O - -- ---_ �0A
b a M 300.5 kT,C 305 0 \ \ - as _
t �"-'-- clo
'o zat3 L.F of 18" R.C.P or
3/2
305.5 ^J 0 - (a 1 0 %
p _ 306.5 X _
d' M
a 35LF of jar, R.C.P or O C.M.P 0.5/ 3 /2•TAPPINGM u oCP
oT o
♦3 i i5' a 'h
SLEEVE 8 \.. - 4i .i
w I ' GATE VALVE
~m 3� / C 314 COPPER M.307.: \ L� _pZ
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x � S yy $ - - - - -os.o LK /
Nm 2 P.V.C. WATER �\ SERVICE TO O _._
It W U '4 W i T.C. 3070 XT.C. 306.5
�� •� \ W;(AC.O. i.2 _
SERS INSTAIr'L:
+ 4 C-I. SOIL P I F E 10 BR A REQ[FGR C.O. CURBFL IN 1INLE5
't\ „ FL OU7.302.4 p / NO_ 5 \
A P 8, L /�,y 6
METER 5. �tc3 1 1-0e
304 '/ \p v 5.-oj EF EL 307.50
o
T.C. - � y5 / �. 1 B { ��
30q 304.3 0
TOMAT D '� \0 50T, TO BE REMOVED
TELLER /ALI 0- 9'- o" .� ' 3 t TREE TO BE REMOVED
MONT DEPOSIT r ' �� 06
r - s I w/ ROOTS- FILL HOLE w/
INSTALL H BASIN w/ r l �� _ / \ - f SELECT OD. PROCTOR
PACT
DEN!
7s`
Il m 3• o" \. ,y - 2'' TO 9596 MOD. PROCTOR DEN'
GRATE INLET �� IIl fir' .. 30 `. a
FL IN 301.85 �, re'-u�B .\`% 6.-,oi sR. 1 dam. 1 tH v y
FL OUT 301.75 -�_< C.M.
. ' VV 3075 2
TOP EL 304.0 P a 1.0
R.C.P a\ yo
_45 LF of 18" R.C.P or \ M.P..N i
.. r C.M.P (�
INSTALL 3p6 -- _ xPo7 �_ -
\ -....._CURB INLET ' o \ _. X306.6 N ,61 \ \ ;
FL OUT 301.42 i
\ 6
NI 6� P.V.C. SEWER-
.. 35 L Fk of 18" R
1
3C4
306--- _ x '�� -- . - ./� INSTALL r
` F E.S...!� 1,,. FL. OUT 301 5 /
L OUT
306 ......' s0, R 8 L,F Of I8" -
C rv].P R.CP or
TO BE REMOVED w/ ROOTS -
FILL HOLE w/ SELECT MATERIAL
COMPACT 95% MOD. PROCTOR DENSITY
Q 125 °° _ 2' WIDE
FES q" THICK URB CUT w;
} \.\ EL PAVEMENT CONC. FLUME _d
305. 45 _
.. ,PATER TIGHT cL3\
COCR AT- GRADE 01.r9,r--
..,_......
(TO BE DE4MOLI5E4) V �r i I / L 301 41
ALSO, REMOVE PIPE 50 LF of I AND SHAPE TO MATCH = 8'.
UP 9 DOWNSTREAM, R.C.R M FE.S
SAW C T GRADE \-
EL. 305.05+X
MATCH NEW CURTAPER ENDS
OF CURBS 1p WIDEB TO BACK OF SHOULDER CONC. APRON
t
LEGEND
-= CURBaGUTTER
--- -- TURN DOWN WALK
— --314— EXISTING CONTOUR
E —.314 — FINISHED CONTOUR
304 FINISHED SPOT ELEVATION
d
F. E. S. FLARED END SECTION
EXIST. PAVEMENT TO BE
DEMOLISHED, APPLY TOP SOIL,
} SEED 5 FERTILIZE
AREA TO BE TOP SOILED,
SEEDED 8, FERTILIZED
LANDSCAPE BY OTHERS
f
3
A
GENERAL NOTES
1. The approximate location of known subsurface structures and utilities
(i.e. water, gas, power, phone, etc.) are shown on the Plans for
information only. The Contractor shall be _-esponsible for obtaining
information and satisfying himself as to the actual location of these and
all other subsurface items prior to beginning construction. All repairs
or relocations necessary shall be made as required by the owner of the
utility or structure. The cost of such repairs or relocations necessary
shall be borne by the Contractor.
2. All streets, drives, walks, drainage structures, fences, utilities, etc.
that are disturbed during construction shall be restored to their original
or better condition using like materials. Cost of such repairs shall be
borne by the Contractor unless provision for payment is made in the
Proposal.
< PULASKI BANK & TRUST CO.
SITE PLAN
/LLD ` APRIL 1989
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