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SEE SHEET C3.1
FOR CONTINUATION OF
ON -SITE STORM SEWER
E R- 3455 -C1
IN =854.6.3
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TYP am H 0
- 6" PERFORATED 2
SUB
SURFACE 2 4
DRAIN 17 L.F. OF INV. =8 .28 4
J18 x
0O __ - - --
_� -
END SECTION W/ ' - STOR R. 5
TYP "K AHHOLE
4 1 V. =852.4 W/ N AH R1772 CASTING
TOR= 859.00±
ST. )
INV. =B .01
4
GENERAL GRADING NOTES
1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
2, SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES
HAVE BEEN INSTALLED.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL)
IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND
IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIA FELY.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY
COMPANIES SO AS NOT TO CAUSE DAMAGE.
5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON
SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY
SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY
WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
N u
I
( 1 Ly 1 _.
i 'c 4 NOW OR FORMF_�� Y
c STOR TR. #114 I-1;-
TYP ANHOLE QJI1iLAIM Lt(U
c W/ N All R1772 CASTING _ INS I. NO. 200J 00046801 4
MATCH EXISTING r NOTE: 12156 MERIDIAN ASSOCIATES, I
INV. =B .12 4 I RESTORE BERM TO ORIGINAL STOR TR. #116
CONDITION AFTER INSTALLATION RECORDED ON MAY 14, 200 TYPE 'K" AHHOLE
Ef
SF OF STORM SEWER. EXISTING W/ NE AH R1772 CASTING
ASPHALT PAR 'LNG LANDSCAPING SHALL BE REPLACED DEF[) TRACT !II TOR = 860.75±
z
OT 4 I AS DIRECTED BY OWNER. 221 AIRES
` r
58 RCP
0.1 x ULAR LIMITS ®F - - PROPOSED 20'
` LL REQUIRED -RC)LL CURB GONSTRUC;TIC)N DRAINAGE
E A
SEMENT 2 " RCP
CASTING P- LANTIN 4 - ,� ,�)
® 0.19 ADE
: AR BACKILL
REQUIRED
- - _ -
370'0 42 RC 0.19 ADE GRANULAR BACKFII_L D. ` 571 °39'56"W
F
- - -
■,w'M_■ -■ SF- ■. li It It 1 ■_■ ■ WA ® SF ®■ w t IN ■ ■ ■ ■ -■ ■ - SF ®,■ ■ � � ■ _ 6.72'
_
_
13� cc 203.08' -- �--`- PROPOSED 20' 172.97'
_ - -- -- -- - n - +- • DRAINAGE
S71 39 56 W 272.9
7'
49.39''
;' � i ;� - � PROVIDE OUTLET PROTECTION
`� ` -°'"�� PER THE LAKE OUTLET
�- 8.P A.E. _
PROTECTION DETAIL
ON SHEET C5.2.
CONC. END 5kCTION
1 > .= 851.20 4
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60 EXISTING DETENTION POND
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co
ay
o PLAT OF
SPRING LAKES ESTATES
I INST. NO. 1994 - 0033343 1 y` 148? 1 S. F.
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PLAT CABINET 1, SLIDE 446 L r
e L II c?
25.001 ACRES (PLAT)
-
46.89
526 A s�..N ()1008(7" 1- X1.89'
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123.-t'
7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT
ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE
MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY
UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION.
8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY,
"BIRD BATH" CONDITIONS.
9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL
GRADE ELEVATIONS.
10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
FINISH GRADE ELEVATIONS INDICATED.
11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM
TO CITY OF CARMEL, INDIANA STANDARDS.
12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION.
13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS.
14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE
CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS.
GRADING
M.E.
LEGEND
MATCH EXISTING
EP
EDGE OF PAVEMENT
BC
BOTTOM OF CURB
TC
TOP OF CURB
-- 000 --
CONTOURS
--°-
FLOW LINE
TC 006.501
EXISTING SECTIONLINE USING MONUMENTATIO N(AS
TELEPHONE PEDESTAL
BC 000.00
CONTROL BLANKET
CURB ELEVATIONS
101 00.0001,
SPOT ELEVATIONS
EBOSION
SF
CONTROL LEGEND
SILT FENCE INLET FILTER
- - - - -,- -
■ ■ SF ■ t
SILT FENCE
60YANCHOR
t
SAND BAGS
WAT0 ER VALVE
UGT = UNDERGROUND TELEPHONE LINES
ELECTRICMANHOLE
EXISTING FIRE HYDRANT
�
EXISTING SECTIONLINE USING MONUMENTATIO N(AS
TELEPHONE PEDESTAL
owEROSION
CONTROL BLANKET
CENTERLINEOFRIGHT -OF -WAY
OkRHEADUTILITYP01E -- ---- -- ---°- --
SH045EXISTINGFLORINE47THDIRECT ION
SIGN
EmGRAVEL
CONSTRUCTION ENTRANCE
GAS VALVE
P = PLA TIED HEARING AND DIMENSION
C = CALCULATED BEARING AND DIMENSION
OAS LINE MARKER
SYMBOL LEGEND
- - - - -,- -
- EXISTING CHAIN LINKFENCE
- -- -- - - -- - - -- - -----
- GAS - UNDERGROUND GAS LINES
01COMMUNICATIONSMANHOLE
WN = UNDERGROUND WATER LINES
- - - - --- -- - --- - ---
UGT = UNDERGROUND TELEPHONE LINES
ELECTRICMANHOLE
OVHD = 06RHEAD UTILITYLINES
�
EXISTING SECTIONLINE USING MONUMENTATIO N(AS
RIGHT-OF-WAYMARKER FOUND - - - - - - --- --
ROW = RIGHT OF WAY
- - - - - -- --
CENTERLINEOFRIGHT -OF -WAY
OkRHEADUTILITYP01E -- ---- -- ---°- --
SH045EXISTINGFLORINE47THDIRECT ION
MAJOR CYY4UTOUR INTERVAL =FIVE 5 FEET
SURVEYMONUMEN'T FOUND (AS NOTED) -
MINOR CONTOUR INTERVAL = ONE I FOOT
P = PLA TIED HEARING AND DIMENSION
C = CALCULATED BEARING AND DIMENSION
SECTION CORNER MONUMENT (AS NOTED) D = DEEDED BEARING AND DIMENSION
M = MEASURED BEARING AND DIMENSION
L, SR. = LOCAL SERVICE ROAD
0' 40' 80'
SCALE: 1 "= 40'
CAUTION H
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
Vi MOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
IDENCE ( including, but not limited to, manholes, inlets,
valves, and marks grade upon the ground by others ) AND
ARE SPECULATIVE IN NAT,' RE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1- 800 - 382 -5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
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