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My EXISTING PARKING LOT
LOTUS GARDEN RESTAURANT
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DON'T',,,
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
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SHOW ON THIS PLAN ARE BASED UPON ABOVE
BLIND GROUND EVIDENCE (including, but not limited to,
01% 1% 11111 It I Vft &4, maOolft'inlets, vq1vs* and marks made upon
`* A , the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE WAY ALSO BE OTHER EXISTING
Cj UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
No. 800-382-5544 GROUND EVIDENCE WAS OBSERVED. THE EXACT
, A EAU, TOLL FREE LOCA706 OF SAID EXISTING UNDERGROUND OF UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
-800t-428-,5200
+' ^:,, A ,
CALLS OUTSIDE ANA
PRIOR TO MY AND ALL CONSTRUCTION.
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REVISIONS
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DATE
REVISIONS
DAT[, 02-14-1995 TIME: 17:11 f1j: N:\93366\ MOO \CAD \FNC;R\9.3366C21
LEGEND
SITE PLAN NOTES:
1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK STANDARD MANHOLE
OF ROLL CURB OR FACE OF INTEGRAL CURB AND WALK.
2. ALL RADII TO BE 5 FOOT UNLESS OTHERWISE NOTED. SANITARY SEWER
3. BEARINGS. DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE 400 :+_ 1)11ICAL SIRUClURE 1, e
ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. NUMBER
4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM
TO APPLICABLE LOCAL STANDARDS. CURB INLLIS
5. THIS ENGINEERED SITE PLAN DOES NOT DISCLOSE THE REOUIRED 100
YEAR FLOOD ELEVATION OR WETLAND RESTRICTIONS IN COMPLIANCE
WITH REOUIREMENTS OF THE INDIANA DEPARTMENT OF RESOURCES 4' PIPE UND[RDRAN
(INDR). THE U.S. ARMY CORP. OF ENGINEERS OR THE FLOOD (SSD) CONTINUOUS
INSURANCE RATE MAPS (FIRM} THE LOT OWNER OR HIS ENGINEER UNDER CURB, SHOULD CONSULT THESE SOURCES BEFORE PREPARING SPECIFIC SITE STORM SEWER
PLANS RELATING TO BUILDING IMPROVEMENTS.
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TCH GRAIL 7ORM STL ENO SECTION
INLET MANHOLE
NOTE-
1, BEARINGS, rAMfNqONS AND CASEMENTS ARE SHOWN FOR REFERENCE ONLY ME)
DO 1407 NECESSARILY ocricl ACTUAL RECORDED IN17ORMATION, SEE KCORDEP
PLAT f()R FXACT INFORMADON,
SYM REFER TO SHEET C801 FOR DETAILS
f_
CURVE DATA TABLE
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REVISIONS
DAT[, 02-14-1995 TIME: 17:11 f1j: N:\93366\ MOO \CAD \FNC;R\9.3366C21
LEGEND
SITE PLAN NOTES:
1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK STANDARD MANHOLE
OF ROLL CURB OR FACE OF INTEGRAL CURB AND WALK.
2. ALL RADII TO BE 5 FOOT UNLESS OTHERWISE NOTED. SANITARY SEWER
3. BEARINGS. DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE 400 :+_ 1)11ICAL SIRUClURE 1, e
ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. NUMBER
4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM
TO APPLICABLE LOCAL STANDARDS. CURB INLLIS
5. THIS ENGINEERED SITE PLAN DOES NOT DISCLOSE THE REOUIRED 100
YEAR FLOOD ELEVATION OR WETLAND RESTRICTIONS IN COMPLIANCE
WITH REOUIREMENTS OF THE INDIANA DEPARTMENT OF RESOURCES 4' PIPE UND[RDRAN
(INDR). THE U.S. ARMY CORP. OF ENGINEERS OR THE FLOOD (SSD) CONTINUOUS
INSURANCE RATE MAPS (FIRM} THE LOT OWNER OR HIS ENGINEER UNDER CURB, SHOULD CONSULT THESE SOURCES BEFORE PREPARING SPECIFIC SITE STORM SEWER
PLANS RELATING TO BUILDING IMPROVEMENTS.
"v" u
4 ' 'P' U
(SSO) CON
UNDER CU
N
1
R
N
UNDER
DRAIN
RAP
S
TCH GRAIL 7ORM STL ENO SECTION
INLET MANHOLE
NOTE-
1, BEARINGS, rAMfNqONS AND CASEMENTS ARE SHOWN FOR REFERENCE ONLY ME)
DO 1407 NECESSARILY ocricl ACTUAL RECORDED IN17ORMATION, SEE KCORDEP
PLAT f()R FXACT INFORMADON,
SYM REFER TO SHEET C801 FOR DETAILS
f_
CURVE DATA TABLE
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CIVIL ENGINEERING TECH SERVICES CHECK: DATE: DRAWING TITLE:
PAUL... , CRIPE, INC. 'LAND SURVEYING / oq 4-21-95
7172 GRAHAM ROAD 9 AqCHITECTURE SCALE: SITE PLAN
INDIANAPOLIS, INDIANA 46250
(.317j4j-6_777 0 LAND PLANNING DATE, &F 5,0, 1 "..30'
OITS
HENKE'FRONTAGE ROAD
DWG. TYPE FILE" NUMBER SHEET:
J061 NUMBER ,/201
N
IIIIIIIIIIIIIIINUM,
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IVOR
UND
S 14'52'0g • W
#50
41'
s ............
00
Pv1 6
02
v
0
64
CIVIL ENGINEERING TECH SERVICES CHECK: DATE: DRAWING TITLE:
PAUL... , CRIPE, INC. 'LAND SURVEYING / oq 4-21-95
7172 GRAHAM ROAD 9 AqCHITECTURE SCALE: SITE PLAN
INDIANAPOLIS, INDIANA 46250
(.317j4j-6_777 0 LAND PLANNING DATE, &F 5,0, 1 "..30'
OITS
HENKE'FRONTAGE ROAD
DWG. TYPE FILE" NUMBER SHEET:
J061 NUMBER ,/201