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LEGEND:
EXISTING STORM SEWER --~-~--"- G
12 -------~--"----�
1 TC = 885.44 ;n EXISTING GAS LINE W
=
1 �Q" w INV 882.56 INV = 883.85 EXISTING WATER LINE
I
12 12" INV = 882.17
_ 4 INV = 880.46 EXISTING UNDERGROUND TELEPHONE T
S 1 �pSP
S AN, MH. 3 _ EXISTING SPOT ELEVATION
= 885.93 ME 1 EXISTING CONTOUR 886 - -- - - --
TC
INV. W = 875.95 I �\ - " PROPOSED CONTOUR
INV. E = 875.85 1 = 1 / PROPOSED SANITARY SEWER
1 -- -_ - - -- EXIST. GAS LINE C PROPOSED STORM SEWER /
------- - - - - -- •
- - -- C p�� 1= ` = PROPOSED UNDERGROUND ELECTRICAL SERVICE UE
SAN, MH, 4 - - 1 - - - - - _ _ _ - `- - --- -- ;--- __.___ 1 1 PROPOSED UNDERGROUND TELEPHONE SERVICE
'n S §7'58'54" E 121.82' I 11 - ___ - -- 1 UT
TC = 885.71 ME 15" INV = 882.00 SAN, MH. 2 PROPOSED WATER LINE
INV. E = 876.55 (APPROXIMATE W
of PIPELINE ES -` 6 '' �: 1 1 /�'-__ INV. W = 874.70 PROPOSED GAS SERVICE
M _ �' , -` ' + 1 Z. TC = 884,13 ME
1 1 ��
PER WARNING c'� �`.�- _ /INV. SE = 874.60 PROPOSED STORM PUMP DISCHARGE PD
-
R
4:1 V -DITCH SWALE
R, 8' T _ EX. j4iLET1 I 1 I I 1 \ I �� �'6 TC = 885.39 -- - --- - -_e _ - s i;' \ SWALE IN PAVEMENT {
I C - 885.53 12" INV -= 882.49 '�- -_ - _ �,.,' �`�\ MATCH EXISTING ELEVATION /FLOWLINE /TOP OF CURB ME /E/TOC
== = = = =4" INV _ 883.56 TC = 885.39 -_
I - - - --
12'= CONC. - _ _
0 0 rte_ ------- - - - - -- - - - - -- - /
12" INV 882.08 _
1 4" INV = 883.69 -� ` 3 jot
�> t - - 1. _ _ _ _ � _______ __ � PROPOSED SPOT ELEVATION (DD 80 )
I
1 I r I 142'3 0�8" PVC _ _ ---------- -___ __ saw, ° � _ �� SILT FENCE EROSION PROTECTION
1 I 1 ME t^ `I 11 (SANITARY MANHOLE`. - - - - -- - - - - -- _ __ -- ��� S
®0.421% 1 $11I 1 1 \ I 1 TC = 886.10 -- - ___ - - -- - - -- ------ ° ° ° o` �-
1 Zvi" INV = 875.70 - ; - - - - -- ° ° ° ,c '�_ \`
,, 1 � _ _ -�.o�_ � � \ STRAW BALE DAM EROSION PROTECTION
- ---- - - - - -- _ �'�""' `" 10' � -\
1 II I 1 1 r� 1 ` '• °` 18 � - - - -- -} 15" (1Vtt 03
3 •'•.� CONC CIRB 12" INV = 882•.8 o SAN, MH, f 1
1.
IP
EDGE OF I t I M - I - _� ar o / 10, TC = 884.0± ME
PAVEMENT I I I- - 1 274'1 OF 8 "PVC �i - -1�0° INV. NW = 874,14 SILT FENCE INLET EROSION PROTECTION
(ONE FOOT FROM I 1 \ 1 4 ® 0,42% '-l�� \ INV, S = 874,04
I \ II' � I 1 lO /' 18 �-7
11
PROPERTY LINE) I I \ I � PROPOSED STANDARD DUTY ASPHALT PAVEMENT
EP 886.5 -- - - - -� } I I 1 `4� 4 1 w
---- - - - - -- `�\ 89'33'00"
- - - -A� - - . 1 i I 887.16 tl 111 ,' / 1 \� r o 1
�\ , •. N 39'33 00 E 132.00 ` , 1 I 1 � � \18 A
1 n' I 24'1 OF 8" PVC
j J 1 %o° °o 0 0.42% PROPOSED HEAVY DUTY ASPHALT PAVEMENT
- - -
IF I I 85.8 1 LEAN UT ,
1 _ � II I 1 4 � I o° o TOP OF LIFT
TRASH II 1 I 1 1 IN 05 109'± OF 8fIPVC x j/STATION = 885.24 INSIDE THE HAMILTON CO. R/W
I i eIN ,' EP 886.5 I 1 11
._.__- _________ ________ __ L_________JI \ I EXIST 12" HDPE ®0,42% 1 -� -- CONCRETE PAVEMENT a
EB BOTTOM 870.04
15 /B.L. \,I 1 l 1 EXIST, PVC SAN. t = == -x -- r 8' -W INV = 873.94
EDGE OF C ' -- 517�7>� -1 i ► t BLOCK & METAL ° 1 , BLDG, LATERAL I 11 Y -S INV = 881.69
�'- BUILDING 1 1 r f 11 NEW INV. N. = 873,94
PAVEMENT I 11 /_� INLET T1'PE W i I 1 E.E.E = 887.20 \1
(5 WE5 T OF I 11 "' �� TOR = 884.85 1 i 1 U) i 19 1111
r 11
PROPER T10 `- to q�^ of t 2 CLEAN OUT 1 � - _ ;4
o, 1 1 r
r I 1 CLEAN OUT 1 1 1
,. 2c_- I EA INLET 1 INV = 882,25
TC�= 886.53
60 NV1 = 884.13 1 XIST 12" HDPE 1 SEE SHT. C -4 FOR PROPOSED NEW VALVE
�^ 1 PROPOSED LIFT VAULT. SEE SHT. C -4
888 _ �_�'� 1 I IP �� 1 STATION REVISIONS
BUILL ING W/ METAL I / co 2 , _ ; �\ ROPV05ED 6A5
1
1 ; ; I SIDING N I f ,� 1 887.16 �. 1
888 - A _ F.F.I = 888.83 12 ° _ _ � g �� 1
1
+ GENERAL NOTE
880. `� i I r _ I W ' A. THIS CONTRACTOR SHALL ACCEPT THE SITE AS HE FINDS
EP 88(0.9 1 -1 r -1 I= `l'I IT AND SHALL MAKE ROUGH AND /OR FINISHED GRADING
- J t L - J
886,42 {- I a, 1 ADJUSTMENTS AS NECESSARY TO SUIT FINAL CONDITIONS
� t� - - - �� - - - ' ��- T - . o
-_ - -- I - -' PROP05FD bUILDING ` I �� SHOWN HEREON.
�,; -- -- �' I \` T \ t 2 TO bE 3 FROM EX1STlNG� 14 M ; �\ B. TREES, STUMPS, BRUSH AND DEBRIS SHALL BE REMOVED
PROP05ELI O ,
8U1 LD1 ��i 1 INV = 83 - BUILDING - - -
1 ,' i I � .,1 �, Br�_� f< ~BANE � I � 11� �' - � BY THE CONTRACTOR (UNLESS OTHERWISE NOTED) BEFORE
1 �
E, III N I 1 cz,
GRADING.
F. F. - 887, 00 , g
- ' I 11 �`�. IE- Jr' 1 C. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR
J 190 r r 1 _ ( __ ___ TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
`I 5 9,6 r I 1 PROP05ED WATER - --� i 1 \`�-, !!! I TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE
EXIST 12" HDPE
EP 8 9 BLOCK UILE?NG �I r 1 1 SERVICE 1 \� CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNER
N r 1 I I r-
E F E� . &87.a7 -- - - - - --
OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED.
-��
z1_ ,4 12 1 I 1 I ,' , -- THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS
\�� I
0 1 886.9 ��,'� i NO o �� I �' %'� i ;� ��= OR ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS
CD 6.8 _ _ _ °� I I 1 _ p 11 `� �/' ��'�` 1 FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK
11 I� r -- 887 �i i I 1J'1 v 1 ( �,' �,' 1, IS STARTED OR RESUMED.
\\�� t 1
5' 1NGRE55 /- --�_.J ' �' i 11 I �' -`1 ___ 11 D. NO ROOF DRAINS, FOOTING DRAINS AND /OR SURFACE
886.38 I 1 I_ _ s_ Ir 1 -
EASEMENT g88) I �� __ - - - - -- 1 `---------- ___ - -- - - - - -- - - - --
WATER DRAINS MAY BE CONNECTED TO THE SANITARY
1 I TC 8 .88 �� 111 SEWER SYSTEM, INCLUDING TEMPORARY CONNECTIONS
3: 1 < ,. - -- 886 - -- - _( - I b ,38 f IE = 881.8 I 1 DURING CONSTRUCTION,
I i- TC 886,88 11 HAND /CAP 1 1 1. _ _ -� __ -------- ---- -- �__- 1
O r I 6.42 bC 886.38 PARKING 516N 1 1 1- _ _ ,
° � - 8 I
9 PROPOSED ELECTRIC r � _ __ - ,,`\ ` E. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUBGRADE N IV y = 882.16 r 1 ` 111 it .'� - -- - 88 84- `__ `�I I 11 PRIOR TO PAVING.
1
AND TELEPHONE I r -- ----- - - - - -- I ` I - N�
SERVICE I I 1
88 138 I \- T RELOCATE 1\�
EP 886.9 1 0114.1 886' 38 CE 0 ' = p' c0 I ASP CE5 B 9 EX. TELEPHONE 1 `P, `�' i `� �� rr
q PROPOSED NEW
8 PROP05ED GA5 II,�i\� I- •-.OPO ED WA TER O6 1 5 N , 4 • # � \ _ -- STORM- WATE-ft - -� I 1 �`
V/ 8' 886.0 11 FINLkT 885 O,� 1
O 5ERVICE 3 - 885.78 1 1 DETENTION POND 1 I' � DETENTION AREA \ r 1
TC 986, 3 TC 886.3 'r _ �- ---- -' � �
TC 886.84 ,r , �,� bC 185,80 & 885.8 T -Nebo aF _ TS_�. 1� TL 88S mss+ -- VgiTN� ------------
bC 886.34 , ---- .'Siy3�+ -> - - -- - - - -- -- DETENTION AREA
R
45' R/W i rC fi85.77 `:� TC 884 l `� P 885. 1 � \�,y� _-
/ bC 85.77 - E - - -- -------- - - - - --
�\ -A ''! �i - - -- -
E 882.79 , <30/ o �.. - - - - - - -- - - - - -- - --
- - -W- - SF I - -----------------
b 85.02 4 __ S _ _SF 4�0_
I 4g f 8 .59 8 5TAPER . 1 ci 1 -- - - - -G ---- G- - - - - -G - TAG- GtV�20 - NV RA1 (0)4T LOPE 1,QQZ_G - -+ -I -- - - - - --
r
_ 1 - r - = IVE ---- - - - - -- - /
Cr_ •fir' ` g - - -- - - -- _ - = -- - - - --
� � 88'5"0 _ - -
_ -oFP ENT 1 _ -- �G8$4,5 - 10 1 M - - - - -- - \- -- �-- - - - - --
--- - - - - -- - -�- -- m- - -- - - -- _ -- - -T - - - -- -�
IE 881.25 EXIST INV. - 881.2±
ME TC 884.8 ME STR, NO, 3 • • M
bC 884.3 _
TOR = 885.18 1
5TR. NO. 5 16 S 89'33'00" `N 1 2.00' 20 S 89'33'00" W 2 91 .30'
----------------- - - - - -- ----- - - - - --
D 2 CURB TURNOUT
CURB TURNOU T ilL ELEV, = 884.28
ELEV, = 884.20 . tl
N T.B.M. P.K. NAIL
PROPOSED ENLARGED DETENTION ELEV = 884.07
to
AREA - NORMAL POOL = 881.80'
100YR = 883.30 - BOTTOM ELEVATION = 877,80'
Holey Mole ;" says
" DON'T DIG BIND"
CALL MONDAY THROUGH FRIDAY - 7AM TO 6PM
1 -800 i -800
382 -5544 428 -5200
WITHIN INDIANA OUTSIDE INDIANA
PER INDIANA STATE LAW IS- 69 -199L, IT IS
AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
DWG FILE: C: \97 \571 \97571SP1
PLOT SCALE: 1:30.000
L PLOT ORIGIN: 21.41,0.00
SPELLCHK:
EDIT DATE: 09/15/97
EDITED BY: BEB - S29
BEEHIVE INLET
TC 882.12
INV = 880.67
PLAN NOTES:
O1 FIELD VERIFY LOCATION, DEPTH, CONDITION, MATERIAL, ETC, OF END OF
EXISTING STORM PIPE, CONNECT TO END OF PIPE WITH LEAK TIGHT JOINT AND
EXTEND NEW PIPE AT SAME LINE AND GRADE AS EXISTING PIPE OVER TO THE
PROPOSED NEW INLET NO, 4.
O2 CUT DOWN THE TOP OF THIS EXISTING INLET STRUCTURE OR REPLACE STRUCTURE
AND SET NEW TOP OF CASTING ELEVATION AT 886,15'.
O3 PROPOSED NEW 6' SANITARY BUILDING LATERAL SEWER, PIPE SHALL BE PVC,
ASTM D -3034, SDR 35, MINIMUM GRADE SHALL BE 1.00. SEE ATTACHED
SANITARY SEWER SPECIFICATIONS.
40 CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH, SIZE, MATERIAL AND
CONDITION OF THE EXISTING SANITARY BUILDING LATERAL COMING FROM THE
EXISTING "OFFICE" BUILDING AND COMING FROM THE EXISTING "HOUSE."
HE SHALL COLLECT THESE TWO LINES AND CONFIGURE THE PROPOSED NEW
LATERAL, STARTING WITH A CLEANOUT TO CONVEY THE WASTE WATER TO
THE PROPOSED NEW 8" PUBLIC SEWER AS SHOWN. REPAIR THE EXISTING
ASPHALT PAVEMENT IN KIND.
OS ABANDON THE EXISTING SEPTIC TANK AT THIS LOCATION(S) BY BREAKING THE
TOP AND FILLING THE STRUCTURE WITH CLEAN FILL.
F. ALL PIPE OR DRAINAGE STRUCTURES IN TRENCHES UNDER
PAVED SURFACE SHALL BE BACKFILLED WITH GRANULAR
DETENTION AREA I MATERIAL AND COMPACTED BY APPROVED METHODS.
STORM SEWER - STRUCTURE DATA TABLE
TR,
WO.
STRUCTURE
TYPE
CASTING
TYPE
PE
PIPE
ELEVATIONS
GRADE
( %)
CONNECT
TO
STRUCT,
REMARKS
97 -571
SIZE
TYPE
T.O.C.
UP STM
DNSTM
1
INLET TYPE 'A'
-
65
12
HDPE
84,85
84,55
8413
0.65
EXISTING
-
2
PIPE
-
120
12
HDPE
-
84.13
81,85
1190
POND
END SECTION REOD
3
INLET TYPE 'A'
-
90
12
HDPE
85.18
82.08
81.63
0.5
4
-
4
INLET T'fPE 'A'
-
65
15
HDPE
85.03
81.63
881.30
0.5
POND
END SECTION REOD
5
PiPE
-
58
15
CMP
-
82.79
82.58
0.36
-
END SECTION REOD
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60 CONTRACTCI-t SHALLFIELD VERIFY THE LOCATION OF THE EXISTING WATER
S-L?VICE TJ THE EXGTING BUILDING AND CAP THE SERVICE. HE SHALL THEN
EXTEND � 1' COPPE LINE FROM THE EXISTING SERVICE LINE TO THE NEW
BOILD!NG. COMPLE1 SERVICE WITH 3/4" METER AND METER BOX AS
REQUIRED.
O7 FIELD VERIFY LOCA',ON OF EXISTING GAS SERVICE AND CAP AT A LOCATION
WHERE THE SERVICI WILL BE PROTECTED FROM THE DETENTION AREA
EXCAVATION.
O8 PROVIDE NEW GAS ERVICE AND GAS METER PER THE REQUIREMENTS OF THE
UTILITY COMPANY.
0 PROVIDE NEW ELECRICAL SERVICE FROM POLE MOUNTED TRANSFORMERS.
PROVIDE NEW TELEHONE SERVICE FROM POLE. ALL WORK IN ACCORDANCE
WITH THE RESPECT -/E UTILITY COMPANY REQUIREMENTS,
10 CONCRETE CHAIR RCK CURB. SEE DETAIL,
11 CONCRETE SIDEWAK. SEE DETAIL.
I
1
G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
r ALL STATE, CITY, AND COUNTY PERMITS AND PAYING ALL
COST THEREOF,
H, EXISTING UTILITIES ARE SHOWN APPROXIMATE ONLY,
CONTRACTOR SHALL VERIFY LOCATION, SIZE, MATERIAL
-� - AND DEPTH WITH RESPECTIVE OWNERS AND SHALL
PROTECT THE UTiLiT,iE:, AT ALL TIMES.
I. GRADE BETWEEN FINISH ELEVATIONS AND CONTOURS SHOWN
AND THOSE EXISTING ELEVATIONS, CONTOURS OR PAVING
WHICH ARE TO REMAIN UNDISTURBED, IN SMOOTH PARABOLIC
CURVES. PROVIDE SMOOTH TRANSITIONS FROM NEW GRADES
TO EXISTING GRADES AT POINT OF JOINING.
THE TOPOGRAPHIC, 3OUNDARY AND UTILITY SURVEY J. MATCH THE LEVELS OF NEW PAVING TO THOSE OF EXISTING
ON THIS SHEET WA:, PROVIDED BY THE OWNER. PAVINGS AT POINTS WHERE THEY MUST JOIN UNLESS OTHERWISE
AMERICAN CONSULTING ENGINEERS HAS NOT VERIFIED SHOWN. MINOR ADJUSTMENTS MAY BE MADE TO FINISH
THIS INFORMATION. ELEVATIONS SHOWN AS REQUIRED TO ACCOMPLISH SUCH
MATCHING.
K, THE CONTRACTOR SHALL INSTALL AND /OR CAUSE TO BE
THIS PLAN IS REVISION NUMBER 4 TO THE INSTALLED ALL EXTERIOR UTILITIES AND SHALL PAY ALL
ORIGINAL PLAN PREPARED BY jOHN OBERLIES COSTS AND FEES NOT BORNE BY THE LOCAL UTILITIES.
CONSULTING ENG!N! ERS, INC, DATED 6/24/97, ALL AS NECESSARY To PROVIDE COMPLETE NEW UTILITY
SERVICES AS PER THE REQUIREMENTS AND STANDARDS OF
THE RESPECTIVE UTILITY COMPANIES.
L, WHERE WATER LINES AND SANITARY SEWERS CROSS AND
WATER LINES CANNOT BE PLACED ABOVE THE SEWER
WITH A MINIMUM OF 18 INCHES VERTICAL CLEARANCE, THE
SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE
CAST IRON PIPE WITH MECHANICAL JOINTS WITHIN 10 FEET
OF THE WATER LINE.
Ij M, SEE ARCHITECTURAL FOUNDATION PLANS FOR ACTUAL BUILDING
I DIMENSIONS.
O' 30' 60' N. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED
FOR EROSION PROTECTION IN ACCORDANCE WITH THE
SCHEDULE AND RATE INFORMATION DETAILED,
5CALE: 1'--30' 0, ALL FINISHED AREAS WITH A SLOPE GREATER THAN 10%
SHALL BE PROVIDED WITH AN EROSION CONTROL BLANKET
AS DETAILED,
12 EXISTING STRUCTURE TO BE REMOVED,
13 CUT -IN CONNECTION FOR NEW FEED TO EXISTING GAS SERVICE.
14 REMOVE THE EXISTING CAST IRON FRAME AND GRATE FROM THIS STRUCTURE.
RAISE THE HEIGHT OF THE STRUCTURE AND PROVIDE A NEW FRAME AND GATE
AS DETAILED WITH A TOP OF CASTING ELEVATION OF 885,60'. CAREFULLY
ADJUST DRAINAGE OF THE NEARBY PAVED AND UNPAVED AREAS TO DRAIN TO THIS
INLET.
ERIAL AS USEE) FeR PARKING LOT STRIPPING
REMOVE THE EXISTING CULVERT.
18 SEE ATTACHED SPECIFICATIONS FOR SANITARY SEWER MATERIALS AND CONSTRUCTION.
19 ABANDON EXISTING SANITARY SEWER AFTER NEW SEWER IS ACCEPTED. FILL IN
ABANDONED STRUCTURES WITH CLEAN FILL. SALVAGE MANHOLE CASTING TO
OWNER'S INVENTORY,
20 PROVIDE CURB TURNOUT FOR DRAINAGE FROM STREET PAVEMENT, SEE DETAIL.
FINAL EXACT LOCATION SHALL FIELD SET TO INSURE DRAINAGE, PROVIDE WITH
2 FT. WIDE RIP -RAP (4 " -6" PIECES) DOWN TO EXISTING DRAINAGE SWALE
FLOWLINE.
ppAIqpr_ 25 w "
242)(38-).
Q PROVIDE 10 FT, WIDE CRUSHED STONE ACCESS DRIVE TO LIFT STATION. DRIVE
SHALL BE 4" OF COMPACTED ISHC #53'S OVER COMPACTED SUBGRADE.
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GISTERE�C'9�'�i'
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No-
__ * 9300391
STATE OF
!MD IAN.
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CE I B Y
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DATE:
09/12/97
SCALE:
1' = 3v'
DRAWN BY:
6.E.b
CHII BY:
J.A.C.
JOB NO.
97 -571
REVISIONS
SHEET NO.
c_
OF 5