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/00.32 100.7
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98.72 _+�4 Q"MAC• 4r �0 �7� 98.27 /// pG.M.
. ,. I OV�kHE,4D BEAM 8U I LpING
5 0145' "
99.30 `�\ 99.49 -_-- a to SAW CUT 4 REMOVE EXIST, WALK. AND V,16 25
END Co" \ M.H. Ce" S.S - MATCH.EX'ST. CONISi. JOINT PLANTER CONCRETE CURB I II 9731
-----------_-__�__-______--------- ` ..
WATER ----------- - ------------- -- .. ;
-------------- _
/ TO REMAIN 98.80 9&.52 za. --.,.-=___ �\- _ =�_= M.H,\/ �`S' ........S14
- - 2 G.I. WATER TURNOUT °MAGNpLIAENC 2"C,I. I ��T
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F t T PAT 4"MA GLIA w
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PB 7. s5 ?p.ZG 95_92
98.GG -- 98 •25 9999.97 47. /q ,
"yANI GARY SEWER M�"C. VIATE��/- \ I u1 1r� T sz56 F...........° -
TOP ELEV. V• q9, 18 CURS 1/2
CUR SANITARY:SEWF# 'M+ 95.98
„ _ TO BE REMOVED TO REMAIN A G"MAGNOIlII IA TO BE II TOc : 1 V 1r - ,
If- � °10.15 T A MATCH EXIST H
REPLACED W/ REMOVED �I fEra" = Ll. -1. 90 .ASP ALT
Col' WATER SLOPED DRIVE. ■ (MATCH EXIST. AND CURB GRADES
•LIA
MATCH EX157. PVMT
TO
9 9 MA NO REMOVED ASPHALT CUR$
w Z
SIE UNDERG AN' T•ELEPHOt4E
1.00/. _
SLOPE INDICATORS
ON ALL slDe5 •
GRADES
-11
APPAKEt1TL:Y SERVE::• BANK
L1 HERE • E,eAi_:T LO C AT I O N
e•
BUILDING DEMOLITION
Ur�K�loWN h
-
- _.---
I
>
MATCH EXIST. ELEVATIONS
TCS
FINISHED CONSTRUCTION
W
A
GENERAL NOTES
dI
1. THE EXISTING BANK BUILDING WILL BE REMOVED
IMMEDIATELY UPON
'
OPENING OF THE NEW FACILITY.
2. DISCONNECTION AND RECONNECTIONS TO THE
REQUIRED UTILITIES
4° C,;, C:�.;-
- - -
END 411 GAS
WILL BE PLANNED BY OTHERS,
-
3. PAVEMENT THICKNESS DESIGN AND ADDITIONAL
CONSTRUCTION DE-
TAILS ON SITE WORK TO BE DESIGNED BY OTHERS.
4. THIS STRUCTURAL BEAM AND COLUMN SHOULD BE REMOVED AS RE-
QUIRED TO PERMIT CONSTRUCTION OF THE NEW BUILDING. TEMPORARY
STRUCTURAL SUPPORTS TO REPLACE THOSE REMOVED WILL BE DE-
SIGNED BY OTHERS.
5. SPECIFICATIONS AND DETAILS IN CONFORMANCE WITH ACCEPTABLE
CONSTRUCTION STANDARDS WILL BE PREPARED BY OTHERS EXCEPT .
AS SHOWN ON THESE PLANS.
6. ISOLATION JOINTS FOR CONCRETE PAVING SHALL BE DESIGNED BY
OTHERS AT POINTS OF CONTACT WITH EXISTING CONCRETE SURFACES
OR NEW BUILDING CONSTRUCTION.
7. CONTRACTION JOINTS SHALL BE LAID OUT BY THE CONTRACTOR AT
THE TIME OF CONSTRUCTION. JOINTS SHOULD BE SPACED AT INTERVALS
EQUAL TO THE SLAB WIDTH, BUT IF THE WIDTH IS MORE THAN 10 FEET,
THE SLAB SHOULD HAVE A LONGITUDINAL CONTRACTION JOINT ALONG
THE CENTERLINE.
8. CONSTRUCTION JOINTS FOR CONCRETE PAVING SHALL BE FORMED AS
BEVELED KEY JOINTS AND SAWCUT 3*' TO 1" DEEP.
9. CONSTRUCTION SHALL CONFORM ESSENTIALLY TO THE SPOT ELEVA-
TIONS INDICATED. FORMWORK SHOULD BE FIELD -VERIFIED BY THE CON-
TRACTOR PRIOR TO EACH POUR TO INSURE PROPER SLOPES FOR DRAIN-
AGE.
10. ALL 3' HIGH LANDSCAPE LIGHTS SHOULD BE REMOVED FROM
CONSTRUCTION AREAS.
TBM CHISELED SgUARE ON NORTH FN: OF -TOP
STEP ON EAST SIDE OF EKISTING BANK
BUILDING. ELEV. IOa,pc
qn rtu
MATCH EXIST. 5LOPE
N > _
--
N-O" MATCH EXISTING GUTTER
-CONCRETE CURB AND GUTTER
N,7.5.
(FOR USE IN COLLINS ST TO REPLACE EXISTING
CURB # GUTTER REMOVED FOR DRIVE WAY
CON5TRUCTI ON )
TOP OF DRIVEWAY CURB
DRIVEWAY SURFACE R -O -W
8'-O"
L9 a
ON
1
O L.P.
�98. o l7
i Z
I Y
L
U
40 Q
- F
SAW -GUT F- W
r
X 10
id
.H .70_ �9G.95
GW
sAw-cur �=
I Z
z
In 2
11x1 W u
W
I
99.8E
99.49'
SEE CONSTR. ELEVS. (a.. FACE OF CURB
MATCH I'/2" LI P GONG. P'V'M'T (SEE _ INTEGRAL CURB (TYPE A)
ASPHALT STREET ARCHITECT'S
PLAN) -
SUBSURFACE MAT'LIO GONG.
NOT INVESTIGATED
DRIVEWAY PLAN SECTION A -A
N,T,5,
11 H" VARIES FROM 4" AT
STREET TO O"AT 81
BACK OF CURB
DRIVEWAY SECTION B -B <
s n 1 F Rp ..w_o,
N,T. 5. i 3 T"ir$A �;S
I•. A: 'Y iRti�. �i 3
�4
LEGEND
PHASET PHA5E _U
1.00/. _
SLOPE INDICATORS
REMOVE CONG.SURFAGES ❑
95.19
EXIST. ELEVATIONS
e•
BUILDING DEMOLITION
x99.85
MATCH EXIST. ELEVATIONS
TCS
FINISHED CONSTRUCTION
GRADES
SEE CONSTR. ELEVS. (a.. FACE OF CURB
MATCH I'/2" LI P GONG. P'V'M'T (SEE _ INTEGRAL CURB (TYPE A)
ASPHALT STREET ARCHITECT'S
PLAN) -
SUBSURFACE MAT'LIO GONG.
NOT INVESTIGATED
DRIVEWAY PLAN SECTION A -A
N,T,5,
11 H" VARIES FROM 4" AT
STREET TO O"AT 81
BACK OF CURB
DRIVEWAY SECTION B -B <
s n 1 F Rp ..w_o,
N,T. 5. i 3 T"ir$A �;S
I•. A: 'Y iRti�. �i 3
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