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DWC FILE: C: \97\228\97228GPt
PLOT SCALE: 1: 30.000
PLOT ORIGIN• 0 OO,O.DO
BROWNING INVESTMENTS� INC.
_ _ � KEYSTONE WAY _ _ _ _
SPELLCHK:
EDiT DATE: 04/17/97
EDITED BY: JMS - S11B
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STORM SEWER - STRUCTURE DATA TABLE
STR. STRUCTURE CASTING PIPE ELEVATIONS CONNECT
GRADE TD REMARKS
N0. TYPE TYPE LF. SIZE TYPE T.O.C. UPSTM DNSTM � r� STRUCT.
1 TYPE "A' tNLET R-3286-8V 110 12 RCP 827.90 825.40 825.13 0.25 2 -
2 TYPE 'M" INLET R-3287-10V � � � � 2 RCP 827.90 825.13 824.78 0.28 OUT END SECTION REQb.
3 TYPE "C' MANHOLE R-1714 75 12 RCP 829.80 825.02 824.68 0.45 4 -
4 TYPE'M" INLET R-3287-10V 25 15 RCP 827.45 824.68 824.61 0.25 OUT END SECTION REQ'D.
5 TYPE "A' INLET R-3282 180 12 RCP 827.05 824.55 823.69 0.48 6 -
6 TYPE "M' INLET R-3287-10V 70 15 RCP 828.10 823.69 823.51 0.25 7 -
7 TYPE "M' INLET R-3287-10V 102 15 RCP 828.10 823.51 823.24 0.25 OUT END SECTION REQb.
8 POND OUTLET SEE DETAIL 28 12 RCP 826.85 822,06 821.94 0.35 9 -
9 TYPE "C" MANHOLE R-1714 292 12 RCP 828.50 821.94 820.94 0.34 10 -
10 TYPE "M" INLET R-3287-10V 15 12 RCP 825.26 820.94 820.89 0.35 EXIST. -
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SCALE: 1 "= 30'
GENERAL GRADING NOTES:
1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FtELD 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 IMMEDIATELY.
3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTtLITY CONTRACTOR'S AND/OR UTILITY
COMPANIES SO AS NOT TO CAUSE DAMAGE.
4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON
SITE. A�L 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 REPRESENTAT�VE OF THAT UTILITY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY
WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 10 FEET OF PAVEMENT.
6. AFTER STRIPPING TOPSOIL MATERIA�. 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 MATERfAL WITHIN THE PROPOSED PARKING AREAS WILL BE
DETERMINED AT THE TI�IE OF CONSTRUCTION.
7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDiNG, IN ALL AREAS. AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY,
'BIRD BATH" CONDITIONS.
8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL
GRADE ELEVATIONS.
9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
FINISH GRADE ELEVATIONS INDICATED.
10. FLOW LINE ELEVATIONS GIVEN AT END OF CONCRETE END SECTIONS.
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D��T1N4 9�WITARY FORGE NiAIN
oa�nn6 sTaaM �+rot
EXISTINb 'JPOT ELEVATION
oaynn6 cor�ouR
oasnr�6 Wai�t ur�E
CO/IpINATVON POND
DfIST1Nb 1RF�
D(��T1N6 OVEiMiEAD, TELD�MpNE AND TV
EXI�TIN4 bAS UNE
DCISTMb bU7 WIRE
PROVO'�ED CONTOUR
�eovo�v sPOT aEV�nan
PROPOSfD gTORA JEM�It
PROPO�ED 9�WITARY 9EWpt
TOP aF RUI�
TdP aF NRD
DOTTOA Of CURD
FLOM LINE
BENCHMARK:
CHISELED "X" IN SOUTHWEST BONNET BOLT
OF FIRE HYDRANT AT NORTHWEST CORNER
OF EAST ADJOINER.
ELEV. = 830.69
CAUTION !!
TNE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets,
valves, and marks moae upon the ground by others ) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO 8E OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE q20UND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHAIL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY �ND ALL CONSTRUCTION.
1-800-382-5544
CALL TOLL FREE
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DATE: 04/15/97
SCAL.E: �' = 30'
DRAWN BY: J.C.S.
CHKb BY: R.R.H.
.IOB NO. 97-228
REVISIONS
SHEET NO.
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