HomeMy WebLinkAboutLake PlansT -----
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PLANT MATERIALS UST
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ASHBROOKE — SECTION TWO
TJ
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PLANT MATERIALS UST
KEY
BOTANICAL NAME (COMMON NAME)
SIZE
REMARKS
CC
Cercis canadenis (Eastern Redbud)
1 1/2."-2" cal.
B&B
Pr
Pinus strobus (White Pine)
5'-6" ht.
B&B
FP
Fraxinus pennsyivania lanceolate "Summit" (Summit Green Ash)
1 1/2"--2" cal.
B&B
AC
Amelanchier canadensis (Serviceberry)
1 1/2"-2" cal.
B&B
MR
Maidiland Rose
5 gal.
ASHBROOKE — SECTION TWO
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.Y
A RIEA MAP
NOT TO SCALE
115 116 _117L118
119
120
121
SITE MAP
SCALE: 1w0150'
SOILS MAP
122 1%
lko'
90 0'fe'-
89
< 'PI04,
88
87
NOT TO SCALE
SOILS LEGEND
CrA — Crosby Silt Loom
Br — Brookston—Silty Clay Loam
SECTION 7 — 17N 3E
0 (CONSTRUCTION PLANS)
CLAY TOWNSHIP
HAMILTON COUNTY, INDIANA
DEVELOPER:
Engineer:
9502 ANGOLA COURT
INDIANAPOLIS, INDIANA 46268
(317) 841-9102
SCHNEIDER ENGINEERING CORP.
fInOn MnRT14 POST ROAD
kNAPOLIS, INDIANA 46226
898-8282
=1
Schneider Engineering Corporction
CIVIL ENGINEERS LAND SURVEYORS
3020 NORTH POST ROAD
INDIANAPOLIS, INDIANA 46226-6518
(317) 898-8282
DATE CHECKED: 5-7-91
CERTIFIED BY:
#lotf I *&*
No.
z
,0,900081
STAf k ()P
W,
NA � *
4111111 1
DATE: 3-1,001471
(JOB No. 813.0 )
SHEET
S-1
OF
6
ii
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Q
INDEX
4EET
No.
DESCRIPTION
S-1
TITLE SHEET
S-2
LAKE DEVELOPMENT PLAN
S-3
LAKE DEVELOPMENT PLAN
S-4
EROSION CONTROL PLAN
S-5
EROSION CONTROL PLAN
S-6
DETAILS
Schneider Engineering Corporction
CIVIL ENGINEERS LAND SURVEYORS
3020 NORTH POST ROAD
INDIANAPOLIS, INDIANA 46226-6518
(317) 898-8282
DATE CHECKED: 5-7-91
CERTIFIED BY:
#lotf I *&*
No.
z
,0,900081
STAf k ()P
W,
NA � *
4111111 1
DATE: 3-1,001471
(JOB No. 813.0 )
SHEET
S-1
OF
6
ii
/t
w
Q
84nchmarks
NOTE.
The elevation datum used for this project was formulated to coincide with topographic
mapping created from serial pbotogrnphy. This mapping was prepared by a consultant
using an Incorrect ekvstion value for t/3GlGS 8enehmart T-78 51nee thla mapping
[ISCiGS 9enchmart T-78 has been destroyed previous surveys have established that a
discrepancy existed between t6t'AGS flenchmarks T-78 and 5-78 The combinetian of
these xituatJona results In entabttshh, an skratiao datum lased on an ekvstlon value
112 feet greeter than the published value for tBC&GS Brachmart S--7& The following
benchmarks are estahlishod on site with values adjusted for use with this project Only
THM 101
Top of railroad spike In contedine of Shelbourne Road approximately 1335 feat
mouth of the centerilne of 106th Street.
Elewtion = 890.98
TM 102
Top of boat spike In centerline of Shelbourne Rood approximately 2600 fast south
of the conterllne of 106th Street.
Devotion - B85.42
TEM 103
P.K. noll in west side of power pole 1 foot up on the east elde of Shelbourne Rood
approximately 2600 feet south of the centerline of 106th Street.
Elevation = 886.54
IBM 104
A cut square at the southeast caner of the concrete deck of o ilft station on the
south side of the subject site opproximotely 1600 feet west of the contoriine of
Shelbourne Rood.
Demotion - 884.12
GENERAL NOTES:
1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO
HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S
RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS
UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE
WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN
WRITING, THE OWNER OR THE ENGINEER OF ANY CHANGES,
OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. ALL QUANTITIES GIVEN ON THE PRINTS. VERBALLY OR IN THE
SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED
BY THE BIDDING CONTRACTOR.
4. LAKE BOTTOM ELEVATIONS SHALL BE A MINIMUM OF 8' DEEP FROM
NORMAL POOL UNLESS NOTED OTHERWISE.
a
71
8
9
S 00'00'00" f r
wo 00,
80.03 ` \
LEGEND 72a�
• R 50.00' 10
1 11 L =,52.51'
Existing Sanitary Sewer 11 °� EROSION CONTROL MATTING
(SEE SHEET S-5)
-..............- Existing Sanitary Force Main 1 ;
1 /
New Storm Sewer ►1 1
1
Existing Contour 73
I l co
New Contour w/Elevation , Ri=100.00' ,
'
L 1= 18.86 11
i X
I I w r
I
SECTION TWO 4 .: b
12
4n I 1 t
o f I I 1
m
t
i
ASSUMED NORTH
SCALE: 1"=50'
TOP OF BANK
5'
HOLEY •
R 0 N " or,
DIG
L�r•►`� Mix
\ I
f
z
lit•
84nchmarks
NOTE.
The elevation datum used for this project was formulated to coincide with topographic
mapping created from serial pbotogrnphy. This mapping was prepared by a consultant
using an Incorrect ekvstion value for t/3GlGS 8enehmart T-78 51nee thla mapping
[ISCiGS 9enchmart T-78 has been destroyed previous surveys have established that a
discrepancy existed between t6t'AGS flenchmarks T-78 and 5-78 The combinetian of
these xituatJona results In entabttshh, an skratiao datum lased on an ekvstlon value
112 feet greeter than the published value for tBC&GS Brachmart S--7& The following
benchmarks are estahlishod on site with values adjusted for use with this project Only
THM 101
Top of railroad spike In contedine of Shelbourne Road approximately 1335 feat
mouth of the centerilne of 106th Street.
Elewtion = 890.98
TM 102
Top of boat spike In centerline of Shelbourne Rood approximately 2600 fast south
of the conterllne of 106th Street.
Devotion - B85.42
TEM 103
P.K. noll in west side of power pole 1 foot up on the east elde of Shelbourne Rood
approximately 2600 feet south of the centerline of 106th Street.
Elevation = 886.54
IBM 104
A cut square at the southeast caner of the concrete deck of o ilft station on the
south side of the subject site opproximotely 1600 feet west of the contoriine of
Shelbourne Rood.
Demotion - 884.12
GENERAL NOTES:
1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO
HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S
RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS
UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE
WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN
WRITING, THE OWNER OR THE ENGINEER OF ANY CHANGES,
OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. ALL QUANTITIES GIVEN ON THE PRINTS. VERBALLY OR IN THE
SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED
BY THE BIDDING CONTRACTOR.
4. LAKE BOTTOM ELEVATIONS SHALL BE A MINIMUM OF 8' DEEP FROM
NORMAL POOL UNLESS NOTED OTHERWISE.
a
71
8
9
S 00'00'00" f r
wo 00,
80.03 ` \
LEGEND 72a�
• R 50.00' 10
1 11 L =,52.51'
Existing Sanitary Sewer 11 °� EROSION CONTROL MATTING
(SEE SHEET S-5)
-..............- Existing Sanitary Force Main 1 ;
1 /
New Storm Sewer ►1 1
1
Existing Contour 73
I l co
New Contour w/Elevation , Ri=100.00' ,
'
L 1= 18.86 11
i X
I I w r
I
SECTION TWO 4 .: b
12
4n I 1 t
o f I I 1
m
t
i
ASSUMED NORTH
SCALE: 1"=50'
TOP OF BANK
5'
HOLEY •
R 0 N " or,
DIG
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100 YEAR FLOOD ELEV-883.67
w
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NORMAL POOL ELEV-879.00
o
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m
00 r- BOTTOM OF LAKE ELEV-871.00 6
TYPICAL LAKE SECTION.
77 l t�
R =150.00'
/ L 431:?6'
r,
r
75
R = 10(70076
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AM/•�
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87
L/:�e 24.e \
00 1.11
88
LAKE 2 R = 50.00 y
R- 00' L = 81.9,( /
T. s NORMAL POOL _ 883.0 - r i
! , i BOTTOM ELEV. = 875.0 _ - -
�`�' , 100 YR. FLOOD ELEV. = 887.13
189 �St' / ` £ R = 10000"
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100 YEAR FLOOD ELEV-883.67
w
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NORMAL POOL ELEV-879.00
o
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m
00 r- BOTTOM OF LAKE ELEV-871.00 6
TYPICAL LAKE SECTION.
77 l t�
R =150.00'
/ L 431:?6'
r,
r
75
R = 10(70076
_,
.4.
w
AM/•�
O 6
/ o co
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86 'A Il \
jo
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87
L/:�e 24.e \
00 1.11
88
LAKE 2 R = 50.00 y
R- 00' L = 81.9,( /
T. s NORMAL POOL _ 883.0 - r i
! , i BOTTOM ELEV. = 875.0 _ - -
�`�' , 100 YR. FLOOD ELEV. = 887.13
189 �St' / ` £ R = 10000"
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TOPOGRAPHY BY LOBO AERIAL SURVEYS
r_ DATED 12-23-88
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S-2
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6
EARTHWORK
1. SCOPE OF WORK
A. Extent: The work required under this section
consists of all excavating, filling, rough grading
and related items necessary to complete the work
indicated on the drawings and described in the
specifications. The Contractor shall notify in
writing the owners and the Engineer of any changes,
errors, or omissions found on the plans or in
the field, before work is started or resumed.
1. In general, the items of work to be
performed under this section shall include:
clearing and grubbing, removal of trees and
stumps (where required), protection of trees
to remain, stripping and storage of topsoil,
fill compaction and rough grading of entire
site.
2. Excavated material that is suitable may be
used for fills. All unsuitable material and
all surplus excavated material not required
shall be removed from the site. The
location of dump and length of haul shall be
the Contractor's responsibility.
3. Provide and place any additional fill
material from off the site as may be
necessary to produce the grades required.
Fill obtained from off site shall be of kind
and quality as specified for fills herein
and the source approved by the Owner.
4. The Contractor shall accept the site as he
finds it and shall remove all trash, rubbish
and debris from the site prior to starting
excavation.
B. Work not included: The following items of
related work are specified and included in other
sections of these specifications:
1. Excavation, grading and backfilling for
utility lines
2. Storm drainage systems
3. Sanitary sewer systems
4. Streets and paving
5. Water supply system
2. BENCH MARKS
Maintain carefully all bench marks, monuments and other
reference points; if disturbed or destroyed, contractor
shall contact engineer.
3. REMOVAL OF TREES
A. Remove all trees and stumps from area to be
occupied by road and surfaced areas. Removal of
trees outside these areas shall only be done as
noted on drawings or approved by the Owner.
B. All brush, stumps, wood and other refuse from the
trees shall be buried onsite or removed to disposal areas
off of the site. Disposal by burning shall not
be permitted unless proper permits are obtained
(where applicable). The location of on site bury
pits shall be designated by the owner or the
Engineer.
4. PROTECTION OF TREES
A. General Protection: The Contractor shall be
responsible for the protection of tops, trunks
and roots of existing trees on the project site
that are to remain. Existing trees subject to
construction damage shall be boxed, fenced or
otherwise protected before any work is started;
do not stockpile within branch spread. Remove
interfering branches without injury to trunks and
cover scars with tree paint.
5. HANDLING OF TOPSOIL
A. Remove all organic material from the areas to be
occupied by buildings, roads, walks and parking
areas. Pile and store topsoil at a location
whore it will not interfere with construction
op rations. Topsoil shall be reasonably free
from subsoil, debris, weeds, grass, stones, ect.
B. Aftor completion of site grading and subsurface
utility installation, top soil shall be replaced
in areas designated g on the erosion control plan
for seeding and/or sodding. Any remaining top
sol shall be used for finished grading around
strictures and landscaping areas.
6. DISPOSITION OF UTILITIES:
A. Rules and regulations governing the respective
utilities shall be observed in executing all work
under this section.
B. Ifctive utilities are encountered but not shown
on the drawings, the Engineer shall be advised
before work is continued.
C. Inactive and abandoned utilities encountered in
excavating and grading operations shall be
re orted to the Engineer. They shall be removed,
plu ged or capped as directed by the Utility
Company and the Engineer.
D. it shall be the responsibility of each contractor
to verify all existing utilties and conditions
pertaining to his phase of the work. It shall
also be the contractors responsibility to contact
the owners of the various utilities before work
is started.
7. SITE GRADING:
A. Gr es: Contractor shall perform all cutting,
filling, compacting of fills and rough grading
required to bring entire project area to grade as
shown on the drawings.
B. Rough Grading: All grades shall not exceed 0.10
feet plus or minus the established grade. All banks
and other breaks in grade shall rounded at top
and bottom.
C. Compaction Requirements:
1. All Cohesive soils placed in earth fill compacted to
minimum 95% of maximum dry density in accordance
with ASTM D-698.
Slope to be covered with a layer of top soil, seeded
and stablized with erosion control blankets.
2. Due to soil conditions and permeabilty characteristics
some shallow sand layers maybe encountered during
excavation. These sand layers need natural clay
lin et -s constructed over them for the lake to function
as (sealed system_
3. Erosion contol blankets to be placed along entire
perimeter of lake from normal pool to top of bank.
Area from top of bank to undisturbed area to be
seeded and straw mulched.
8. Earth Work Balance
The Contractor shall confirm all earthwork quantities
prior to start of construction. If an excess or
shortage of earth is encountered, the Contractor shall
confirm with the Owner and Engineer the requirements
for stockpiling, removal or importing of earth.
Minor adjustments to the grades may be required to
earthwork balances when minor excess material or
shortages are encountered. It is recognized by the
parties hereto that the calculations of the Engineer
in determining earthwork quantities shall be ac-
complished in accordance with the American Society of
Civil Engineers Standards for such calculations.
Further, that these calculations are subject to the
interpretations of soil borings as the physical limits
of the various soil types, also the allowable variation
in finish grade and compaction permitted the contractor,
and that all of these parameters may cause either an
excess or shortage of actual earthwork materials to
complete the project. If such an actual minor excess or
shortage of materials occurs, the contractor shall
contact the engineer to determine if adjustment can be
made to correct the imbalance of earth.
GENERAL NOTES:
1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO
HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S
RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS
UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE
WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN
WRITING, THE OWNER OR THE ENGINEER OF ANY CHANGES,
OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. ALL QUANTITIES GIVEN ON THE PRINTS. VERBALLY OR IN THE
SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL_ BE CONFIRMED
BY THE BIDDING CONTRACTOR.
4. LAKE BOTTOM ELEVATIONS SHALL BE A MINIMUM OF 8' DEEP FROM
NORMAL POOL UNLESS NOTED OTHERWISE.
LEGEND
Existing Contour
�o New Contour Elevation
EROSION CONTROL MATTING
(SEE SHEET S-5)
0'
ASSUMED NORTH
SCALE: 1"=50'
-TOP OF BANK
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1 :BOTTOM ELEV. = 875.0 \ \
100 YR. FLOOD ELEV. = 887.13
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BenchmarksR = \\ 3'
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bench n;:)rks are established on site with values adjusted for use with this project only `
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Elevation = 885.42
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Elevation - 886.54
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Wheat or Rye
Oats
Annual Ryegross
Temporary Seeding Dates
Jon I Feb I Mar I Apr I May I Jun I Jul ug Sep Oct Nov Dec
Permanent Seeding
Non -Irrigated• r
Irrigated
Dormant
Seeding**
Al
Irrigatio needed during this period. To control
erosion t times other than in the shaded areas,
use mul h.
Late su mer seeding dates may be extended 5 days
if mulch] is applied.
•■ Increase) seeding application by 50%.
FIGURE 5-3
Temporary Seedlings- - - - - -
Kind of Seed 1000 Sq. Ft. Acre Remarks
Wheat or Rye 3.5 lb2 bu. Cover seed 1" to
1 1/2" deep
Spring Oats2.3 lbs.. 3 bu� Cover seed 1" deep
- - -
- -
Annual ryegross 1 Ib. 40 lbs. Cover seed 1/4"deep*
Not necessary where mulch Is applied.
Seedbed Preparation
Apply lime to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2-3 inches
with a harrow, disk or rake operated across the slope as muchj as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5-2),
while considering best seeding dates. See Figure 5-3 this sheet. If toler-
ances are a problem, such as salt tolerance of seedings adjacent to streets
and highways, see Figure 5-4 this sheet before final selection.
Figure 5-2: Permanent Seed Mixtures
Species Seeding Rate Suitable pH Site Suitability*
lbs/ocre lbs/1000 well
- - - - - - - - sq. ft.- - - -Droughty Drained Wet -
Ar
Level and Sloping, Open Areas
1. Tall Fescue 35 .8 5.5-8.3 2 1 2
2. Tall Fescue 25 .6 5.5-8.3 1
Red Clover** 5 .12
3. Kentucky Bluegrass 15 .4 5.5-7.5 2 1
Creeping Red Fescue 15 .4
Steep Banks and Cuts
4. Tall Fescue 15 .4 5.8-7.5 2 1 2
Kentecky Bluegrass 25 .6
5. Tall Fescue 35 .8 5.5-8.3 2 1
Emerald Crownvetch.« 10 .25
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8-7.5 2 1
Creeping Red Fescue 40 .9
7. Perennial Ryegross 170 4.0 5.0-7.5 1
(Turf Type)
8� - - -- - - - Tall Fescue 170 4.0 5.5-8.3 2 1 2 -
r 1 - Preferred 2 - Will Tolerate ++ Innoculate with specific Innoculants.
Ranking:
Good
Medium
Not tolerant
Solt Tolerance (to both soil salts do spray)
T Tolerance
MT Medium Tolerance
S Slight Tolerance
FIGURE 5-4
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SEEDING
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NORMAL POOL / / „ - EROSION CONTROL BLANKET
If (NORTH AMERICAN GREEN
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fill I -IIS FROM 6' BELOW NORMAL POOL
NEW GRADE TO TOP OF BANK
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EROSION CONTROL
MATTING DETAIL
115 \
---.---.----.-.-
WARNING
THIS SHEET TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. FOR ANY °OTHER INFORMATION SEE
�y
DEVELOPMENT PLAN.
NOTE:
CROSS HATCHING DENOTES
EROSION CONTROL BLANKET
NOTE:
SHADED AREA DENOTES AREA TO
BE SEEDED AND STRAW MULCHED.
ASSUMED NORTH
SCALE: 1 `=50'
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Ranking:
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Medium
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Solt Tolerance (to both soil salts do spray)
T Tolerance
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S Slight Tolerance
FIGURE 5-4
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SEEDING
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NEW GRADE TO TOP OF BANK
I�f ff-
EROSION CONTROL
MATTING DETAIL
115 \
---.---.----.-.-
WARNING
THIS SHEET TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. FOR ANY °OTHER INFORMATION SEE
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DEVELOPMENT PLAN.
NOTE:
CROSS HATCHING DENOTES
EROSION CONTROL BLANKET
NOTE:
SHADED AREA DENOTES AREA TO
BE SEEDED AND STRAW MULCHED.
ASSUMED NORTH
SCALE: 1 `=50'
HOLEY MOLEY SAYS.
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EROSION CONTROL
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• LAND ALTERATIONS WHICH STRIP THE LAND OF_:• lil z \
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VEGETATION, INCLUDING REGRADING, SHALL BE
ONE IN A WAY THAT WILL MINIMIZE EROSION.
WHENEVER FEASIBLE, NATURAL VEGETATION p. ' -_ __M `. \' \\ """ \ \\ 87
Benchmarks3 \'.
..
SHALL BE RETAINED, PROTECTED AND SUPPLEMENT.
NOTE: \: \ a ' k ,, :.:.,..M
The elevation datum used for this project was formulated to coincide with topographic ~.; # \y \ \ ..:.FW„
• THE DURATION OF TIME WHICH AN AREA REMAINS mapping created from aerial photography. This mapping was preparedby a consultant
using an incorrect elevation value for USC&GS Benchmark T- 78. Since. this mapping j \ Ilk
EXPOSED SHALL BE KEPT TO A PRACTICAL USC&GS Benchmark T-78 has been destroyed. Previous surveys have established that a \ \ x '
MINIMUM. THE AREA SHALL BE STABILIZED AS discrepancy existed between USC&GS Benchmarks T 78 and S 78. The combination of j
QUICKLY AS PRACTICAL. these situations results in establishing an elevation datum based on an elevation vallie
112 feet greater than the published value for USC&GS Benchmark S-78. The fo Bowing f t \ \ m•b� \{
benchmarks are established on site with values adjusted for use with this
• TEMPORARY VEGETATION OR MULCHING SHALL 1 project only. f'
TBM 101 - \.
BE USED TO PROTECT EXPOSED AREAS DURINGw
fop of raiiroad spike in centerline �1 Shelbourne Road approximately 1335 feet $ \ \
DEVELOPMENT. south of the centerline of 106th 5treeL
FlevaHon -7 890.98
• PERMANENT AND FINAL VEGETATION OR STRUCTURAL TBM 102
G \ \ X
Top of boat spike in centerline of Shelbourne Road approximately 2600 feet south
EROSION CONTROL DEVICES SHALL BE INSTALLED
of the centerline of 106th Street.
AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. Elevation =_ 885.42
TBM 103
• SEDIMENT IN RUN-OFF WATER SHALL BE PK.
nail ion in west side of power Role 1 foot up on the east side of Shelbourne Rood
approximately 2600 feet south of the centerline of 106th Street. \\
TRAPPED BY THE USE OF SUCH METHODS AS _ •:
DEBRIS BASINS, AND SILT TRAPS UNTIL THE TBM 104
DISTURBED AREA IS STABILIZED. A cut square of the southeast corner of the concrete deck of a lift station on the
" south side of the subject site opproximolely 1600 feet west of the, tiggine q _
• CONTRACTOR SHALL MAINTAIN EROSION CONTROL Shelbourne Road.
Elevation = 88412
MEASURES AS REQUIRED DURING CONSTRUCTION.
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8 - - - -TOPOGRAPHY BY LOBO AERIAL SURVEYS
;t DATED 12-23-88
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EROSION CONTROL
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• LAND ALTERATIONS WHICH STRIP THE LAND OF_:• lil z \
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VEGETATION, INCLUDING REGRADING, SHALL BE
ONE IN A WAY THAT WILL MINIMIZE EROSION.
WHENEVER FEASIBLE, NATURAL VEGETATION p. ' -_ __M `. \' \\ """ \ \\ 87
Benchmarks3 \'.
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SHALL BE RETAINED, PROTECTED AND SUPPLEMENT.
NOTE: \: \ a ' k ,, :.:.,..M
The elevation datum used for this project was formulated to coincide with topographic ~.; # \y \ \ ..:.FW„
• THE DURATION OF TIME WHICH AN AREA REMAINS mapping created from aerial photography. This mapping was preparedby a consultant
using an incorrect elevation value for USC&GS Benchmark T- 78. Since. this mapping j \ Ilk
EXPOSED SHALL BE KEPT TO A PRACTICAL USC&GS Benchmark T-78 has been destroyed. Previous surveys have established that a \ \ x '
MINIMUM. THE AREA SHALL BE STABILIZED AS discrepancy existed between USC&GS Benchmarks T 78 and S 78. The combination of j
QUICKLY AS PRACTICAL. these situations results in establishing an elevation datum based on an elevation vallie
112 feet greater than the published value for USC&GS Benchmark S-78. The fo Bowing f t \ \ m•b� \{
benchmarks are established on site with values adjusted for use with this
• TEMPORARY VEGETATION OR MULCHING SHALL 1 project only. f'
TBM 101 - \.
BE USED TO PROTECT EXPOSED AREAS DURINGw
fop of raiiroad spike in centerline �1 Shelbourne Road approximately 1335 feet $ \ \
DEVELOPMENT. south of the centerline of 106th 5treeL
FlevaHon -7 890.98
• PERMANENT AND FINAL VEGETATION OR STRUCTURAL TBM 102
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Top of boat spike in centerline of Shelbourne Road approximately 2600 feet south
EROSION CONTROL DEVICES SHALL BE INSTALLED
of the centerline of 106th Street.
AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. Elevation =_ 885.42
TBM 103
• SEDIMENT IN RUN-OFF WATER SHALL BE PK.
nail ion in west side of power Role 1 foot up on the east side of Shelbourne Rood
approximately 2600 feet south of the centerline of 106th Street. \\
TRAPPED BY THE USE OF SUCH METHODS AS _ •:
DEBRIS BASINS, AND SILT TRAPS UNTIL THE TBM 104
DISTURBED AREA IS STABILIZED. A cut square of the southeast corner of the concrete deck of a lift station on the
" south side of the subject site opproximolely 1600 feet west of the, tiggine q _
• CONTRACTOR SHALL MAINTAIN EROSION CONTROL Shelbourne Road.
Elevation = 88412
MEASURES AS REQUIRED DURING CONSTRUCTION.
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LAKE #1
NORMAL POOL
ELEV.-879.00
CONCRETE Z '-1
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SECTION A -A
SCALE: 1"=10'
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SECTION B -B
SCALE: 1"=10'
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LAKE 2
NORMAL POOL ELEV.-883.00
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LAKE 1
NORMAL POOL ELEV.-879.00
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Benchmarks O
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NOTE: ~X J, m
The elevation datum used for this project was formulated to coincide with topographic
mapping created from aerial photography. This mapping was preparedby a consultant
using an incorrect elevation value for USC&GS Benchmark T-78. Since this mapping
USC&GS Benchmark T 78 has been destroyed. previous surveys have established that a � Z
discrepancy existed between USC&GS Benchmarks T-78 and S-78. The combination of Q
these situations results in establishing an elevation datum based on an elevation value "_ J
112 feet greater than the published value for USC&GS Benchmark S-78 The fo flowing
benchmarks are established on site with slues adjusted for u4p with this project only. y,
fir
TBM 101
Top of railroad spike in centerline of Sfielbourne Rood approximately 1335 feet N
south of the centerline of 106th Street fps
Elevation 890.98 J CJ
TBM 102
Top of boat spike in centerline of 5hetboumeRood approximately 2600 feet south
of the centerline of 106th Street ++i W ♦---
Elevation = 885.42(D LLJ
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TBM 103 L J
P.K. nail in west side of power patt'^ dotup on the east side "of hefbc5urne Roodcif
approximately 2600 feet south of the centerline of 106th Street. m
Elevation = 886.54
TBM 104 Cn OLL-
A cut square at the southeast corner of the r_oncrete deck of a lift station on the Q O
south side of the subject site approximately 1600 feet west of the centerline of w
Shelbourne Rood. U
Elevation = 884.12 ` _ " W Q
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