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VICINITY MAP NO SCALE
SITE WORK NOTES
1. The contractor shall visit the site to become familiarized with field construction
conditions.
2. Contractor shall coordinate work within nedot and local right of ways with proper
authorities and shall meet any requirements as to traffic control and connection to
existing streets.
3. Clearing and grubbing: Remove all trees as required unless otherwise noted to
remain. Remove all stumps, roots, shrubbery, asphalt, concrete, structures, buried
utilities, storage tanks, etc. within limits of construction.
4. Stripping: Before excavating or filling, remove all topsoil, wood, leaves, and any
other unsuitable material.
5. Mucking: Remove any soft, organic silt materials and existing buried construction
debris as required and fill to subgrade elevations with a clean select -fill compacted
as specified.
6. Disposal: Cleared, grubbed, stripped or excavated spoil shall be removed from
site and disposed of in accordance with all applicable local and state codes.
7. Borrow material: The contractor shall furnish borrow material required from off
site and obtain all required permits associated with borrow operations.
8. Fill and compaction: After stripping, those areas designated to receive fill should
be proofrolled with a 10-ton vibratory steel wheeled roller to compact the top 8
inches to at least 98% of maximum density at optimum moisture content, Any
areas which pumps or ruts excessively should be undercut and replace with a
clean, silty or clayey sand having a unified soil classification of sp, sm or sc.
Fill material 5 feet outside of building areas shall then be placed in layers not to
exceed 8 inches and compacted to at least 95% of the standard proctor maximum
dry density. Fill materials within building areas to a line outside the building areas
shall be placed in layers not to exceed 8 inches and compacted to at least 98%
of the standard proctor maximum dry density (astm d 698) with the upper 12
inches of subgrade being compacted in 6 inch layers to 100% of the standard
proctor maximum dry density.
In areas where no structural fill is to be placed, the upper 12 inches of in -place
subgrade should be compacted to at least 98% of the standard proctor maximum
dry density. If the material is too dry to compact to the required density each
• n e
layer shall be wetted in accordance with compaction requirements. If e material is th
too wet to secure proper compaction, it shall be harrowed repeatedly or otherwise
aerated with suitable equipment until optimum moisture content is obtained. Fill
shall be placed in such a manner that the surface will drain readily at all times.
see structural notes and soils report for additional requirements.
9. Layout: The contractor shall provide all layout required to construct his work.
10. The contractor is responsible for the location and protection of existing utilities
during construction.
11. Existing boundary, topographic and tree survey information from survey by
michael underwood and associates, pa and provided by the owner.
12. The contractor shall verify dimensions at jobsite.
13. The contractor is responsible for the coordination of relocation or disconnection
of all existing utilities with applicable agencies and authorities.
14. All areas shall be graded for positive drainage.
15. Contractor shall note that earthwork quantities are his responsibility. Plans do
not represent a balanced earthwork condition.
16. Reinforced concrete pipe shall be class iii with rubber gasketed joint or "ram
neck" unless otherwise specified on the plan. install per manufacturer's
requirements.
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. Install erosion control measures before beginning construction or as soon
thereafter as possible. All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but
in no case less than once every week. Any needed repairs will be made
immediately to maintain all practices as designed.
2. Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site. The contractor shall inspect the
construction entrances on a daily basis. This will require periodic top dressing
with additional No. 4 stone. Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately.
3. Install erosion control measures around the drop inlets as shown on the plans
to trap silt during construction. Inspect the erosion control around the inlets
after each rain and make repairs immediately. Remove sediment when it
becomes 811 deep to provide adequate storage volume for subsequent rains.
Remove and replace the rock when it no longer drains properly. When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable soil and either salvage or dispose of it properly. Bring the
disturbed area to proper grade and appropriately stabilize all bare areas
around the drop inlets.
4. Sediment will be removed from behind the silt fence when it becomes 0.5
feet deep at the fence. The sediment fence will be repaired as necessary to
maintain a barrier. Silt fence stakes shall be spaced 6 feet apart unless a
wire backing is used with 8 foot stake spacing.
5. Inspect temporary sediment traps / check dams after each period of
significant rainfall. Remove sediment and restore the trap to its original
dimensions when the sediment has accumulated to one-half the design depth
of the trap. Place the sediment that is removed in the designated disposal
area and replace the contaminated part of the gravel facing. Check the
structure for damage from erosion or piping. Periodically check the depth of
the spillway to ensure it is a minimum of 1.5 ft below the low point of the
embankment. Immediately fill any settlement of the embankment to slightly
above design grade. Any riprap displaced from the spillway must be replaced
immediately. After all sediment -producing areas have been permanently
stabilized, remove the structure and all unstable sediment. Smooth the area
to blend with the adjoining areas and stabilize properly.
6. The stormwater pond will act as a sediment basin and will be cleaned out
when the level of sediment reaches 2.0 ft below the top of the riser. Gravel
will be cleaned or replaced when the sediment pool no longer drains properly.
7. The angle for graded slopes and fills shall be no greater than the angle that
can be retained by vegetative cover or other adequate erosion -control devices
or structures. In any event, slopes left exposed will, within 21 calendar days
of completion of any phase of grading, be planted or otherwise provided with
temporary or permanent ground cover, devices, or structures sufficient to
restrain erosion.
8. All disturbed areas shall be seeded within 21 calendar days of disturbance.
All seeded areas will be fertilized, reseeded as necessary and mulched
according to specifications in the vegetative plan to maintain a vigorous, dense
vegetative cover.
9. More stringent measures shall be used to halt erosion if those shown on this
plan are not effective.
10. All erosion shall be controlled including side slopes before the project is
completed.
11. Remove temporary measures upon completion of project. All permanent
measures will be well established before project closeout.
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PROPERTY LINE \ / / � NEW INLET I 24.79f TOTAL ACRES
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LIMITS OF DISTURBANCE: 7.884 AC \\ \ / ' \ ' / / \ 0,
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VICINIT MAP NO S LE
SITE WORK NOTES
1. The
contractor shall visit t e site to be o
h c me familiarized with field construction
conditions.
2. Contractor shall coordinate work within ncdot and local right of ways with proper
authorities and shall meet any requirements as to traffic control and connection to
existing streets.
3. Clearing and grubbing: Remove all trees as required unless otherwise noted to
remain. Remove all stumps, roots, shrubbery, asphalt, concrete, structures, buried
utilities, storage tanks, etc. within limits of construction.
4. Stripping: Before excavating or filling, remove all topsoil, wood, leaves, and any
other unsuitable material.
5. Mucking: Remove any soft, organic silt materials and existing buried construction
debris as required and fill to subgrade elevations with a clean select -fill compacted
as specified.
6. Disposal: Cleared, grubbed, stripped or excavated spoil shall be removed from
site and disposed of in accordance with all applicable local and state codes.
7. Borrow material: The contractor shall furnish borrow material required from off
site and obtain all required permits associated with borrow operations.
8. Fill and compaction: After stripping, those areas designated to receive fill should
be proofrolled with a 10-ton vibratory steel wheeled roller to compact the top 8
inches to at least 98% of maximum density at optimum moisture content. Any
areas which pumps or ruts excessively should be undercut and replace with a
clean, silty or clayey sand having a unified soil classification of sp, sm or sc.
Fill material 5 feet outside of building areas shall then be placed in layers not to
exceed 8 inches and compacted to at least 95% of the standard proctor maximum
dry density. Fill materials within building areas to a line outside the building areas
shall be placed in layers not to exceed 8 inches and compacted to at least 98%
of the standard proctor maximum dry density (astm d-698) with the upper 12
inches of subgrade being compacted in 6 inch layers to 100% of the standard
proctor maximum dry density.
In areas where no structural fill is to be placed, the upper 12 inches of in -place
subgrade should be compacted to at least 98% of the standard proctor maximum
dry density. If the material is too dry to compact to the required density each
layer shall be wetted in accordance with compaction requirements. If the material is
too wet to secure proper compaction, it shall be harrowed repeatedly or otherwise
aerated with suitable equipment until optimum moisture content is obtained. Fill
shall be placed in such a manner that the surface will drain readily at all times.
see structural notes and soils report for additional requirements.
9. Layout: The contractor shall provide all layout required to construct his work.
10. The contractor is responsible for the location and protection of existing utilities
during construction.
11. Existing boundary, topographic and tree survey information from survey by
michael underwood and associates, pa and provided by the owner.
12. The contractor shall verify dimensions at jobsite.
13. The contractor is responsible for the coordination of relocation or disconnection
of all existing utilities with applicable agencies and authorities.
14. All areas shall be graded for positive drainage.
15. Contractor shall note that earthwork quantities are his responsibility. Plans do
not represent a balanced earthwork condition.
16. Reinforced concrete pipe shall be class iii with rubber gasketed joint or "ram
neck" unless otherwise specified on the plan. install per manufacturer's
requirements.
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. Install erosion control measures before beginning construction or as soon
thereafter as possible. All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but
in no case less than once every week. Any needed repairs will be made
immediately to maintain all practices as designed.
2. Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site. The contractor shall inspect the
construction entrances on a daily basis. This will require periodic top dressing
with additional No. 4 stone. Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately.
shown on the lans
3. Install erosion control measures around the drop inlets as p
to trap silt during construction. Inspect the erosion control around the inlets
after each rain and make repairs immediately. Remove sediment when it
becomes 8" deep to provide adequate storage volume for subsequent rains.
Remove and replace the rock when it no longer drains properly. When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable soil and either salvage or dispose of it properly. Bring the
disturbed area to proper grade and appropriately stabilize all bare areas
around the drop inlets.
4. Sediment will be removed from behind the silt fence when it becomes 0.5
feet deep at the fence. The sediment fence will be repaired as necessary to
maintain a barrier. Silt fence stakes shall be spaced 6 feet apart unless a
wire backing is used with 8 foot stake spacing.
5. Inspect temporary sediment traps / check dams after each period of
significant rainfall. Remove sediment and restore the trap to its original
dimensions when the sediment has accumulated to one-half the design depth
of the trap. Place the sediment that is removed in the designated disposal
area and replace the contaminated part of the gravel facing. Check the
structure for damage from erosion or piping. Periodically check the depth of
the spillway to ensure it is a minimum of 1.5 ft below the low point of the
embankment. Immediately fill any settlement of the embankment to slightly
above design grade. Any riprap displaced from the spillway must be replaced
immediately. After all sediment -producing areas have been permanently
stabilized, remove the structure and all unstable sediment. Smooth the area
to blend with the adjoining areas and stabilize properly.
6. The stormwater pond will act as a sediment basin and will be cleaned out
when the level of sediment reaches 2.0 ft below the top of the riser. Gravel
will be cleaned or replaced when the sediment pool no longer drains properly.
o reater than the an le that
f' is shall be n
7. The angle for graded slopes and II g g
can be retained by vegetative cover or other adequate erosion -control devices
or structures. In any event, slopes left exposed will, within 21 calendar days
of completion of any phase of grading, be planted or otherwise provided with
temporary or permanent ground cover, devices, or structures sufficient to
restrain erosion.
8. All disturbed areas shall be seeded within 21 calendar days of disturbance.
All seeded areas will be fertilized, reseeded as necessary and mulched
according to specifications in the vegetative plan to maintain a vigorous, dense
vegetative cover.
9. More stringent measures shall be used to halt erosion if those shown on this
plan are not effective.
10. All erosion shall be controlled including side slopes before the project is
completed.
11. Remove temporary measures upon completion of project. All permanent
measures will be well established before project closeout.
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z 38w1--Xlig6 �- - _� ^ \ �(, xlE x/ �,/ I I .%' J9 \ 6& / '� C/Y
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D4D I _C ° / xIGD6
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o Q 1,4
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9� 9 ` I- Z
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\ _ , _ \ ` ,z„ \ \ ,e / 0 19.32 15"LIlEOAK \ r �s i yri 20 ,< OJ .f w 9V +: ,,4r V)
J .I,.S I \� D.oD 192o-- / x / % /,9- / \ I .. DRAIN / F y a a ��
J .19.eo \Q • / Q Y ,vim JP v /
]7.a- / x_fl xtv \• \ N 8654'24" E 150.00' X1 62 �x p -, \ .12,.06 \ rt` DRAIN \ t„ TOP:14.21
\� ,1 l \ ti \ � \_ �-18-18- XI7.77 1. / TOP:14.82 k• F INV.:13.08 ` �+ P q 76 SJ 60, W
p XI 7 � \ / ` / \ �- I \ .zo.I ) A16a8J � I I -v `";.. 5 - INV.:13.05 °` �' " .:"11 'f 'Sy P <<
ti 9\s r ,alo x19.78 .19.a, >•� \ / m ' I �' ,,r;-='t•^ C 4 fy. ,�QF
is,9.�-022 A \ \ \ / �7 7g� \ B 20 r 16.s� tea. € •. r..; yra' , ^� j S ( ti
K\ m (i1'M� B �xleao / \ `� / 'W- � "1ao9'.r / i v N
70 MAPLE \ \\ 16.e6 1J \ " � / \ I l S 7 / \ 15. ' ' •"'. yE - ; 'P O ry
I f d Q Z
\ \ : \ X17.33 / -� \ 1/ x16z0 X16.°9 1 u.--J .Isar I\,1 z�'§..• s �'' T' q� \ 41 J'
\\\ \ � L 1 7 \ 1965 F� QH6. - -17 / �1 / \ 076"TW7NPJN86-x ` .IS32 I 1 \\ X2o3o ,, TENANCE EqS / �4 4 TO r 9f W Z
W y6I O 9.zI \ \ s. • �2l -77� os r a , AIN ���EbjEA7 Q I d�
\ \ L \ \ ✓ / " \ / x 15.36 '�16- / / 15 / - \ I \ - \\ \� Qe D 1 t .l 1D ! av 4�Cr 9'l'P qlp c"�. r7 `A 4 ��
\ O),,,A 17 m / 19s6 I \ 1s.p� x15.a I / -lr - ,e6�"6 es\x,e.f �r \\ h�. �\ ` Cl <t 'P `J �' C O
.2os1 i x �.1�9s- -vj\ 9\3 , ��o ( q/ \ x,4J9 / S t5� �aL9, Xisb] / 1 l .1s13 \ \\ \ ry OF ATER_J \ \ ,� FO F ° d Q ' E �F9
_ a` S /
O 16'OAK I \ _ . . s r
� �9.D2 X1B.42 . " -'
018/"i'1 VE'OAK - `s \ 11 Xis 7D ,u .o, -`- 1 \
/ma> "]s.]D xl42 � �- `.:� '8- 18" O DRAIN ` x ,z ,� ,r_ ,s ° `, Sri. �P A, a v
\ � a \ � , '\- �\ EDGE W a' q,� <qo0 vti� $ oo sld
N +N-xl&9/ J" / TOP:14.20 \ o, r B8 Xlfi,� �:• I.ss 2 \ c+ F y O
I \ \ \ \ � 17.e•` ` w. ,9 2 \ -max / \ -I / -+xv9 \ \ >,\ Ko \ �.� 8"OAK/ / \ / / \Nv.:10.80\ 39 \\ / I \ + 'a°` \\do\ \ \
�2oEa I I X1g.z] �' \ / / i p .2°d� 19.°6 \ xu. T�CF. �1
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\024"QAK \ rn \\x, /
aJ - I I l \ ,6 -n- I /.ea 20„ xzo.64 BB tJJ \ \ , S / °5 ,. ' / DR N I TOPIN4.36 \ .:a4,•�'` _ `x \�
/ 2� \ 21. AP NOS a
\ \ \ 15"OAKO c� \ � BOA TOP 13.35 s.3\ " F
\ _/ �_ I ° / \ \ \ / \ "�cea 1583 / l % INV.: 12.85 .31 • - \ 1736-�\ ♦ \ L
Ds3 ,d'IV.: 11.75 , " c`1' »;'i: i':
�j5 DRAINI / - ,6.I 1 x2n, - ��\�, a`' \ \ \ / _ \ / h ,�° X'\ 5A3\.\\\ v . SITE WORK
\ C��� O78"OAK\ .o \ /, ?'B� 6"O K xi9 �\\\ \ \ 7:23 �7 a6.,e .I5.61 �\ X•1.&*� \ i '; 5 Y. , v3� I,N _,/ J\" ` \ NOTES
I\ /B/6 ry \ , `" \ 1 The contr Z a
x 19.38 ,9/ // x+e.3]\5.% TOP:14.53 I6.00 / ( \ { 2121 �78 AK\ \7B IB.]\ _\ \,\ 80 7� _7 j ' ( \ \ x¢6.99 '! ti: ti• •••: ••• . I \ z23.63 \\ \ ^
/ \ J,� INV.:13.61 7/ Xle?3 \ / " /\\ \\ =a I \ \ \ Xu.n /15-t}s.os xl��o \ / :.�: \ 2° . `N a
ctor shall visit the site to become f
\ L'
Je \15.68 / \ a. 3 '" 14.75 xf
\\ .� -_ \ ',iir', ' %' 15 HICKORY \ / - \ \ X1 / / cn 1 Ssf //19\' f \ ?QI- J.
\ ' / J9 \ S' O 20.35� \ \ / //2- a \ conditions. amiliarized O W
\\ \ X16;71 � \ \ x2L? / �� / \ / \? x17.6D \ / \\ DRAIN � / / � �_ DRAIN _ \ with field construction It
13 \ I549 x]]21 'f� 698 \ _,, . �3 \_ M -\1 \ x15.65 x15.2B TOP:I4b9 / x \ / TOP:23.05 \ �ry� \ '�, -
\ \ \�x \ / _ \�\ \\ - 20� 19-� / ,�� x1B.sz+ \/ \ ' ' 4 \ \ DRAIN / % \ INV.:13 19 / / /- x2389 INV.:20.75 N / ' ' A/R `/ �, \ 2. Contractor shall coordinate work U O
_ z15.3e m 23� \ \ // J \ authorities and shall within ncdot and local ri ht of
x ls.a4 -J .lfl x16./3 / / \\ -19� By \ \ J / /o, < \ \ TOP:14.56 . J9 / / / / 24 Xza2B X / w
I].6, .15.6 existin P W Z
/ 1 -t8�t x,9.,7 _ x'r64 \ INV-:23.26 �.% x15.39 X 7fi //'')f g re uirements aS t0 traffic control
o ,6 \ -� - �,m / / / \ " /,1 \ / / / .z�12 0 / \ \\ \;" # and ,� 8 q p er
4 l \ \ \ -,6 \ ti` D6 / \ \ �� N meet any g and conniection to
/ / x,62B / / / \ 14s,e _ .16.,2 r _, \ \ _ " / .23.58 \ �� O TA L streets.
T6'OAKO \ X2as7 s(1s X1533 xt556 t n ,\ ry /
� x16.t0 x19ss \ �, k � \ J .19.78 \ o ' q \ 7J� / x e // �� / I \ T � � w
_ / fq _ 3. Clearing and rubbin M
?' / z16.25 / / / \ 1926 / 6\ \ / / J f / \ 'x"� A z1B.4- \ x16.3\ __ �� __ //ry / / \ • CRES -1
_/ \£
(xl].2� / / ��'.' \ zl].39 1 x20� / �"�LOS
\ '\ \ J \ \ \ 6 - U r e
�- 18'PINE ( / \ \C112"TW1N/JAK / '= 12 � 16 -- ^Z / `- �/9 \'� \
12 PlNEW / � /// / � / �ZSo n
\ � remain quired unless othe
\\��w � \ 9 g: Remove all trees as re
i-19- 2 .2D.51 \ roots oted to
Remove
23 2' N \ P within I mitsb of constru
'4 N �. r
all st m s wis
Y 016"P/NE / \ ` °1� F,q /7�I�VA�' , �Q �( " " k, \ \ �\ \\ rY, asphalt concrete O
1B.B,/.�•7,• / / •. °'�\� o� \ o \ \ /� \ \ \ V-17�--4 I / x2/J w o \ \ s \\ \ \ , buried �� �1..
i \ O 22 PINE
\ \ / \9 / z X4q �' ��,� \ N 22 utilities stora e tanks etc. ,
\x / �/ 2 _ \ .19.23 59 / v7 -_ D, N \ • 9 structures
ction. !R
7.D2 \ \ // / 6\ / , \ j \ \ -77 \ \ \ \ N �\ \ \ \ �\ \\� 4. Stripping: Before excavating or fillin re v
/ J 9 a � /fie o2 � � - \ \\ \\ � .2,. � \ \ I X2�e �"23.D,
\ .M34 .fs.l9 XI.79 r T e' Leo ry Xz29s N� \ \\ \ move all t0 SOII WOOd
/ 92e0 \ \ \ \ \ / .2Lz9 \ 20.40 2 r" DRAIN \ i `
6s, -i16 DRA F zz z"I 27 DRAIN \ I other unsuitable material. � leaves, and an
\ .1633 F \ \ \ \ \ TOP:15.30 6 \ ?�`r \ ? TOP:22.28 \ \ Y
/ - - - DRAIN x36 _ /�. f / .2�y3 .\ \ J \ \ \ \, r
_-t5� / 21 \ /� . .z3 � \ \ INV.:13.75 \ \B\ o INV-:19.98 \ \ \\\?,r 4=,;, DRAIN g P W ��
0� / TOP:13.70 / \ ti / \ / \ \ ? Remove
N. C. GRID N.A.D. 27 A/F - NV.:1 1.3�\6/ / \ tib\ �, \, 8 \���2�\\ x2,.IB \ TOP:12.34
2 ,. \ \
' 015"0 DRAIyy - / xu.n "'6' I 1 x21.33,21.69 tin \ \ \?o\ \ \J9 Iz,6 DRAIN ,,\: 9° \� \2a53 / °3\\ NV.:14.12 5• Muckin
TO18.25 .1..23 / \ \
No �1. / I \ \�\\ \\\ \\ \ar/\ \ \\
9 any soft, organic silt materials a
J x�2637 ��. �,I 3 ' 1 DRAIN debris as re u' nd axis '
� 76121. 3040 \\ � � J �\ \ �x � -- 2009
�,rNv.:r7.z5� a" x„7, X15.2. DRAIN"1 ' 9.9 2 86 \\ \ TOP;16.29 6 I6,� \\ \ _ ' Ired and fill to sub rode elevations with a J
?/ \ \ INV.:14.54 v. / \o \ \ \ 70P:14.43
q ting buried construction
E 2358093.4107 \) TOP:14.77 VI l 1 \ " r \ g
AIN - m i \ \ \ \ _ as sp mpacted
b 145 6.� ; r � INV.:14 02 \ / 26 / " x / \ 1 �_ _ ecified. clean select -fill co
�'�w 1p36.10 s2�.s \ zl;o` -�2\ N ,p rt56-,?/ Xzo.e• , "°' DR IN ' �- \ \ �c zB DRAIN
/ / / \x \ \7 g \ 2, INV.:13.43 m
r / .16we 6 P: 18.75 I •2 \ �,al6.l° \ \ 2g --24� u. a
\ / 015'OA s. r1ea� / \\ \ \ \ I 2 6 / /ry „ IX / r ,7b6 \ \ \ \ .16,.1 `� \ TOP:15.38 / �P3_ =v DRAIN Q Q
x ] ("26 h/ I I INV.: 1 6,86
18 pAK Iv 2 \ � u;e/ T 15.38 " \
/ / / .2a7o O S / p \ 1 V.:13.61 B ?o ?
/ xt� X / / 20.49 / 1ry\ \ 2,/ 416"6Alr /2 .� ��°'�° V..12.
\ \ � \ IN 64 � ;: 6.
2FX2' \ 08"OAK �° \ �+ �"' � �\ � �?��.� / // � / TOP:15.20 isposal: Cleared grubbed, stripy
"""��, / 3. \'s \\e.�D �� 2 3/ ( DROP INLET . .z9\ °A. tit / - Xz'' `" `. NV.:12.90 N r
012 PIryE l / C "' 1 A' at `'o �72"OTW7/�°AY \ \ X�l� �,9.e6 \\,� 6.{�x16. / / I l �1s.7 \ \ / \
/7 / B5 N D ed or excavated
site and dis osed of in P
�'"' accordance
\ ZQ / 16'F/NE / •t6' -76� DRAIN ti r.6 ,6 DRAIAI- \ \Xr�6 / i -titi / w p soil shall be removed from
+ 1 / 4 A \� :;:- 2 / D.(1 e1.04 I °fOP:17.11 ,gam \ ?0 21� N Wlth all aPP
o � / x s- -17- yv.lo l 2 TOP:15.70 \ "' X 2D ` �ti/� / \INV.:12.11 �� \ K °\\9-\\ / I rj5P:14.44 \ \ \ f // // / \ /� ? o licable local and Sate codes.
� / // \ \ 721.E A, 2 ti 21 J xt�97 N \ _ Borrow
DRAIN a/7rP/NE dll, - f -,a K,B.SD- 29 I ��D 19.96 216I xr1•' "'� �'B \ �\ ?° \ 1].6B / I V.:13.55 \ I ,/ / 19- �- material: The contra
NV.:14.65 ��21 x2133 / / ' � �\n \ \ \ �- / 7.
TOP:13.40 a / �r PT , /// / e] .51 /1fl / .,6./7 j \ \ � ?, \� lA- � I is _ \ ti 9 / 7.kp \ DRAIN
/ 1 l e 6r� - / / \ \ J NV 13 I S aSSOCI O
Y wv.:1z.44 / I � ?27 v \ \\j9 p\ 7 22�\ \'9� f / site and obtain all re Ired perm t d from ff
(` "' �° I \ a ' 191 1 21. m ctor shall furnish borrow material re
V I/ !!•,,\� \&,� \� \ ') +yfa21. X1s±T-- \ 1.e9 .{p�� `` ` 01 �XI,bD �I,.i]) 1 I I �{1g�2?0\ �/ / 7l `` �� \ i ?\ TOP:14.46 qU ^
-r b / �/ 0 xtro5, [ 1]. 1 1/.69x /\� \ N '7- \ CP Uire
% # o rD,3 X N I \s 5, \ " .N ated with o erations.
I .a °, � � ,]BJj � / � � ����`. 9 �' / =1„ \ \� � x-,7,� \ NN \ ?-- _20 J �6 B� / � _ --� � \ \� ��\ \ .zs � / + borrow
\ x 13s1 r v. 7 v � x aD 7o /" " \ O \ ?7� I „ : 7. \\ \ _
D ( / / �, ,2,D3 / r- _ / 1 \ 1'' I I \ / �1i-.-- , \ 8. Fill and pp' g those areas
16" AK ?7 xzlas / / \ \ _ x2o.56 !° 9e 13.89 J
( C �p ` com action: After stri In
a / / i\ ` w 0 . \ / � / zaoe \ zJ n --f?r �. ' �i \a, \ i �K \ „'"„ . r3. � \ �_ � \ \;v \ �_ __-,6/ / 1 to '"` �T ' S 6.43� � \ �� (C' � \ P -
G / "'s �� / I I �* / 9/ .I7.10 r, t \ \ 1 \ l,,bAK \ �� / \ " \ ,,0 Z Q -_ z DRAIN be roofrolled with a 1Q ' designated to receive fill
X �sl y / 71z HOLE #101 v.+s ai 3 \ 14 zag3 0„ xir,• - ,p ' \ \ \ .may" ;t. P
/ ' II / / I DRAIN \ J ` / \�o.� y 7/ 2a \ _ / �0 ' t": `a ,-„ >- \I6.67 � S'26 -Y6� \ TOP:15.11 IOn vibratory steel wheeled roller t0 CO should J
01 I , h/ GREEN \1 1 x ,e ' f2°ea � P r7 \ '�� \ 1 x16 a tn'..+ x,s.s7 inches t0 at IeaSt 98% m aCt the J
/ / S TOP:12.44 z. Xzae oo. Q X> \ \ / X \ XIs.4
29 x16. ` 11 NV.:11.79 aD 761 s ,uwe �- �_ i \ \ r „,., 8
/ /� / I ` /� Q` \ .yam ^ /
/ •: • . \ 6.34 r9, Nv..1.10 i of maximum densit P top
\\ I \ `;' '•'`Zp•• •'•. / ,96� DRAIN N areas which um s or ruts excessive) shout Y
/ 018I'OAK� 6us.u� / 16.62 r,. \ /\6 '6\ .,61" �, \ \? \\ 1e.7� X x�. 5\
II at o timum Q
�� ���, k '• Z,�;,..•, t �, ;�"•• •. � \ N \ p p Y P moisture content. An u_
/ x13 �., \1. I / \ j5 2 p a.";. r " zIA3 q Y.,t, i'•?:iP''t:•..•,,� v.e, �� -/ o TOP:14.75
f+, \ clean Y d be undercut and re lace with a
�L _ _ �/ / � x15fie x13.7�, j' i .15 '•;..... \ � / X(,. \ � ti 2�'- �a, 3 ,-•�ZLUI - � / q �- �' \r\ \ � \ \ - �\ \'?\ /\ `"�l \ x16 titer '4�3,....;`.i: ];ro � \ .16i49yr I _/6 \ X11 \ \ %�" ,.; INv.:11.1s , silty or clayey sand havin a P G
Q RAIN d V - 9 0 \ \ N Be : ; ;.,,.`,��r „64 zt6.3Y� �. 2. Fill material 5 feet outsid 9 unified soil classification of s s W
w � /\ . s',.. 26 � JA9. \ ry°�- ,,fey' %' I N a ,.. � / I \ � \ \ Z
/ :,::1... , �- e ! �/ l I \ ` \ \ \ \ \ w� I �'6a'-76 4`:•:r n r \\B ` \ \ a DRAIN P, m Or SC. Z
"y"n ro \ 26 0 \\ \ ) \ �R :... ,,. ra �':;..., 77 \ ,t TOP:1 a O
M OP:��3.02 .. :- -. \ -� / N , \ N xI53, \ q ,�, \ e of building Q
INV.:12.24 / - ` g I o /' 1rJ N \ \ \\ \ `
/ ,ayY:•:•�'.-,•.'.•1 14 3 4.° -�• 'DRAI P V �'+'�' 6 9 '\' -M. 35 _' \
.,8.,, x1.fia ,,, \ �, 1,71� ,, _, �, \ x1S2/ \ exceed 8 inches areas shall then be laced in la ers not to
es s �z2,a ' \ tih / ) \ �II \ I ( f\\ 1 a".r,`•.;dt.�C�:... 1 �5D \ qt 5.29 and com acted p y 4C 0
X 13. 2 ( ,,, 1 V� `� / "\ x / % DRAIN w; zlse I / .1..•f \ \ \ o , \ 4 V / 11� I �\ 1 \\ \ v \ rY P to at least 95% of the sta W '�
z' ' ..„` I TOP: 3.�8� �.6, .•; N m \ \ '� \ ti - \ I q �.y4 •t;• .., , B.B5 X,BS \ \ \ \ Nv.:12.8s d density. Fill materials ndard roc O
hp 1 _ A I for maxi A�
f1: 4'I.Tr'iI+W`.. ., I x216] 9 TOP:14. , N /:$� I5.B6 �'\ ?.)• \ / _� �x �bI I 4 J •::.4...•.�.`.:.; ..4•�i'�w:,:4:.i B.2"� \ Y'. .88 \ \ 1 within P •�
-''":•io 9_:'.'.'..•.,..`:'.:y,.64�15 wv.:ll.so ��� i ,,, 07 N N I \ / \ \ \ \ .. �S / / �^t )\ \ �SD7 shall be building areas to a tin mum p c�
/ ' X14.42 y'� :.'...:.,' �la°z 1 X 3.es J \ wigr,.' NV.:12.83 \ z'. o \ \ "� P In the
+J1V\i'Y1"5 / b \ X 1.99 \ 73 / \ 9.o x2,.06 III �) k.-"..'r.;,;.::�'M1:` ,.* \ \ \ _ \ \ 2L39 '� ,., laced y not to exc a outside area
" x2152 \
\ \ // 3 I.1e7 .�
_ \ I 1 :.
I/ A'1 \ t a;: c a ers eed 8 inch p m wilding , Z U
N „14.64 d51 :�.:.I,i 13.96 \ `. �79 1 / \/ 210 `J5 / /i ..: 7v. A...;.i :`, \ \ 6 z16.2 \ \qq- �2296 of the J ell and CO,11 m
/ w ,4- .,: �B9 \ 2D55 xl, \ \ \ �3 N \-- / \ '1 'n^, \t6 X,9a2 \�, -22 tandard roctor patted to at leas Z
\ ;r;' 19.21 ,1 J■ \ \ 6;.. \ \ \ f maximu t 98%
\ .. / ':I. _ --.Ix `'n \: \ / .1 \ / 6A2 l densit
d': :'v'; ;.\ s ,� inches rY astm - C14
CO �� // \ . I \ / \ 19 \.•w 1 XI8.85 6.09 / - of .�". y d 69 J
/ !.B'• Sr41V' 1 / l v.r. r \ \ �_ .:� '•' �,i;,%�' q As \ \ /\ ub rode 8 with (%�
\., .9 ,-<' �•: e e w \ 1 - r. \ �J \ \i - -41'. 's .. , i:, s X'@ \ \ -79 \ 9 bein CO th@ U er Z
_ - .19 •7 a a16L, \� / o "..`" =''.•' J ✓ ,7 9 mpacted in 6 PP 12 _ M
::3<?4Fr:. 7.6 J I .Id �\ ° 6B 1 .ua. / \ Xee.]6 ry ,:fix;n` r+: i:. i;:.I•:'>:.i s J / 'I .jar- rOCt inch la er V
w X19.61 \ 2,z+ d I o \ \ \ - i I ,�, ,,: ,.1.:; xl 13 q ° \ P Or maximum y S t0 1 �0%
o_ �z94 E: " ;+ I r \\ J \ I \ \ \ DRAIN O t. ti, . 4•''': °;: i. \ \ l
` DRAIN \ xd DRAIN \ \ 6 ,,(t, �'•r'•n,,�a.' .X \ 1 \ 6AI \\ \'j�37 ��lRw Y n dry density. of the stand d i_ 4M
/ - J .,.2 .` ..•.:I ' I �- - Xlea6 N \ .1.. / / \ t� 33"�•• .\,.':., ti,``1 ,Y' ..1,!" \ x16.61 :6,91 f' \/ 1 1 A / l,l ar } 1'�
\ / 3 ' , T = �61 ! I T P " B - \ -, TOP:16.56 // :;L.;:• x1__ ,15. areas where n W
O / , I 1y, O : 11.81 �s`, X19.]b ate \ 0 .14.5011.1, / .9" / `�„• .,i�, v••J; `.7q}'F• '.T:;r '=+• <^ \ \ 98 w O StrUCt �+
/ _- ,��'0. „7r ^t3.•6 CTf \ \ �.,, I \ \ / i'+":}. i' }• wT•;,1 '�:i \ \ \ / x13.76 ,6 X16.4/ I Kral fill IJ to
: -: -,%
E.LR. /,3 / Nv.:11.e1 ",��, s \\ - / ) 3R �° \ INv. 12.70 \ NV.:14.74 \ �/ / �::. \ I sub r be placed w
\ \-7 / df2 r xf. \ x�,,, \ \\ \ .l5K( �- r", �isrt:'`•.VW;,t-.,,z•10� •:; �,:, \ \ -7/ 16.E o ! I(x2 1 4 g ode should be tom the upper 12 inches of - �- Z
, `9z RAIN / �. �\ ,3 \ \ I \ \ N <B.J2 ':' : �..--:'-:' �. \ - ' =Y :__ f; patted to at least 98 in place Z Z 0 - _-
C)) \ 1I \ \ � � \ \ / \ w :�.;, -: :'Y::, I35 .17,1 �' d densit of the st
/ / .,,,f• TOP:N A - .I1.D2 / - x,fl]7 \ ` r.:. "'ti`' 6B x1B.5a\ A6 I I rY y. If the andard ro
c, \ / " 293 \\J �7 / q X2eJ6 `\\\\ 1 S7•: ^J.t•,• I �' material IS t0 p ctor maxim O
cy, 11 ..-N \ 1/ I m \ s9 / 6.9] ORl .I,.S. \ \ \ 2z�a9 1\ �. ti:•:� \ \ � i � / � N q�my: O dry to com Um � O
.,,, :10.79 1.os .16s z 3s 1 „r a Ct P•• ...�
BD a \ \ \ \ .2,., / % \ VING R,q I \ � \ � \ , / NI I 6" K N„ I yer shall b pa to the re u'
/ \ NGE '`°'} - e wetted q Ired de O - •-
Xlss� 41L u.a7 x tea I I � 9a / nn,. '. _. % n .:: ; ,:.':. 18 9.°1 xt7 7 I N -lx2s. In aCCOr nSlt ea nl
,. , ; / an wit co n h
DRAIN \ � � 1a19 / / \ -2r- / x16A2 I \ \ '\ \ w DRAIN \\\�19.25 , 16.° I 1 • " \ \ - " ` \ a /J �l h�°�'' ' too we d ce h m actin re Y c 0 V
\ TOP:14.04 �� �/ ° '' ;j: "•�'' .:•nin" o20oAlF9` / ti N xz6:' :' DRAIN t t0 secure r0 er COm aCtl P quirements. If the mat@rlal I N v
{ 14.e% \ y .el -i,�. x p.4z / / /x o I \ , ` z1 0 < . DRAIN X1 6B � / I I P P 3
\ c� / TOP:13.36 \ �� / \ / / I I \ \ \\ \ `
' - � \ N\ INV-:12.84 '`:i:- \ 20- / % t on, it shall be harrowed re e
/ / \ \ \ I } /' - s,4� nT' .::' , :8.75 TOP:16.05 2a58- / TOP:17.89 aerated with suitable a ui rnent until o t'
.1 I / I / m u N 1 O 10 "OAK
NV.:11.33 w \ \tipsy iearr 9 / °'°> / / / 1 b N \ �I9 A ,;:.,.}`;„,;' .-y t,. x.. .., _ � �--- �p "$ INV.:16.59 shall be la P P Imum moisture content Q
\ A` �,,.::: 148,)X13.8D / � �� �\ \ - -11 .1 7, \ �`,�S1 \ B9 // �r i ,� ' \� \ ( / fi \ a manner that the su Iseolbtained. Fill
/���xU.6, xI B ... \ 6s \` - �°.'�',/� �I ' A 9D \� °82 I X q rface will drai or otherwise
u',4, I F\ I / 6A, \ 9, 9i9 \ \� 3 , B� -23- o P cad in such
i °•� 7 q "J ' "„� \ 9S5 2i .e.1a N see StrUCtUral notes s011s re Ort fOr additional n readil
1 I,\`' '''p , I / BRAIN \ \ 623 -1 , %N o ;`,, "' .Y•,{".,,:•,. x \ \\ \ DRAIN and y at all times.
". y:. n. ; AT
q ements.
\ /� n# LYe::; 11. / �.e, \ \` ,� \ 3'i 3s N \ I / OP:18.48 re Ulr
\ \ ` I 4•.y;,+„ / 1 \ OP:15.66 9B -,1 9 �;o \ \ \ D I y� �1 ;';'`:::� \ I T P
\ �' J� - / x / / n.lz \ V / - \ °` a12 K A RAIN \ xzs.m / I I . , '`" 1 \ \ N , \ \ NV.: 16.48
Y DRAIN Z x13.69 I I' �...' �,. + 3.eo \ A / i \ NV.:14.95 I / \ \ N 1 rl x16. �6.e°w I \ 0 9.
�� / \ _ roP:14.8s B.6 - .. +' x19,99 7a2 Layout: The contractor shall provide all la out
\ I / I % \ \ \ � \\ r •;.. :" -�:: `" �! � \ I j ! I X �a/ / ° DRAIN y re wired to
q construct his
�- x t9.,p
t' • A 23. 9 \,t2
(\ p C3 N \\ / TOP:19.08 work.
11.50 \ , V> .16.86 / / / x20,4A 9 \ 23.33 INV.:14.°7 P �\ 4� .� ^:,�"'..-. i. •. �
i TOP:13.75 N DRAIN / \ ?\ \ „wr, 18 x 9se �3-„ --� rn
i w. � e ,+m \ \ � / . n.21 1 I \ \ .79 - � x t9>38 .� less � m � , ... IY, " \
INV.:11.99 \ I I t/ ~�, .1..]9 �° TOP:12.58 I \ °� r �` PRACT/CE GREEN \ \ \? ofs'OAK \ s�\\\ :.:i.. / / x16.]] 161b3 \ \\\ \ / j2z., y�\\ l0. The J
I / ' I � \ \ \ r\ I 1 ���� �'' „',,: / / I716 2E.6r - / \`� \ INV.:15.48 contractor is responsible for the locati
\ N t7s�i""ti \ / �I,°D o I 6 1/ r\6' J''� �'/�1 is`:::', ' ��t6� i / 2t C
I,.D+ INV.:1 1.06 \� \ \ ' 9 -� \ \ v.63 \ I 113 \ \?? \ \ , ,v -/, ' •7.:
I' •.7"wi' 19.3, .I..,. .-•19-' 1 .2�/ r15.14 " d
a' �Y �, \ \ xzlw ,9.fa \ \ ,2J �lLI I x1s.27 \_
N, I x b •,�- ,;:< 1''D7 I I"/1� / -� urI g construct on and protection f
\ x14a6 \ 4.•N::'•"? I \ \ \ ~ I �' ✓il.za `� 2j\ \ \ \ 076"OAK \ \\\ � -_ _27 �_ x,9v6\c°\/, >;9'a; � \ X,9. 10� , s 'e. \ \\ ion. O exists g Lltllltle$
\\\ DRAIN n n ��/�%
X 1724 \ xf I \/.fl- + .I,.w .1e.,3 xv.6, n 20� -_ \� \ e12I \ °6' x �� l\ \ '1 TOP:19.52 (p
r'" eD . ?1 X1927 \ X1B.. N P 9 p and tree surve informa '
� \ o - _ 6 \ X8.9fl� �„ 11. Existin Z rn rn
35 1 PCRCENEY e_--.1.0� \ - -?\ \3 \ o\ INV.:16.52
N \ \ `�.I5,6T I \ \ \ �. -� \ \ \ I \ ` '� X F 1� I•J• \ ?O\ \"OeK 1 DRAIN \ �\ \ 1 \ 79- ` I \ N�7 \ 29 1' g boundary t0 O ra hIC
Ti A ~ Michael underwood and associates
\ \ � \ / \ / x 1, \ \ \ I - \ \ i. Y tion from surve Z
\ 2D.72 K X17.26 9.19 9 Y rk , pa and rovided b •� E
\ \ \ \ \ 9\ �. \ ° 07 OAKI INV.:11.56 .2.\ \\ 9 \ \„ 1 zoos \ \ by P7 'd'
Y caner.
•o \ \ .9 / \ � J \ xv.zz \ "i66I •0 �ro�y-i 19 -/� o � b \ z. \ /� _ � \ � I the O Y
> \ x16.10 \� \ I 1 t \ ly�r 9\ \ 4�'' \ \ ItgZ.T� \ , \J 1B_ \ / Xi \ J\\\ \ , t+ P
OIG"OA i 992 V
1 \ \ \ \ .1].70f x ( \\ '"•t@:97 \ \ -_i1 O?8"OA `016"OAK � .\ \`° �'. v.n 2 6 1 1
\ \ I 1 \ \ ?o� \ �1].99 7J / i_ 1 \ \ \ \ \ / DRAIN \ \ / xz03 \� N " 6 y dimensions at
3.,7 \,S t I I,;; / \ \ \ o - ,SAD ...., X19.64 \ \ x22A6 74\�w7\qAK I \\ \ \ �\ 4 \\\ 12. The co obsite. " i'� O
\" I 1 \ \Xl s2 , \` \ ? \ \ \ \ / . a I \ \ \ / \ \ > / ; 37 \\ \ DRAIN �A
�Q �. 1 ntractor shall verif ,/, v
z23.9] \ rJ / �� ` \ \ \\ T°P:16.7\ilj� / \ A -\ J
7.19 5.93 2 \ ,9.26 \ 1 / 9i..)V .19.,1 �• \ 1.29. P TOP:26.01
\ \� ? x2o6, \ \ / Xl7.0 1 " \ / \ \ e,v3 \ \Nu`wks.�' ' \\ \�b\ -_ INV.:12.36 J "�21 0� \ "% '� 1 3. The Q O C'
Z ir ."- ."-• ai
�� / ,o DRAIN\ `sv \`� \ \ / C 2 xzD6, 2I , .!�1, -1•/
_ \ 2. D \\ \d " 92 \r \� \ e 1,a 21.°+ N N WV.:23.91 contractor Is responsible for the coordination of relocation or disconnection rn
# utilities with applicable a encies -x
,/ \ \ \ \ 23. \ \ \ \ \ - \ / \ \\ \ \ \ ti �2r. I7I / I � Of all existing
/� J 1sw, 1 � � 14 "TN4NOAK /9 x u.9, B v � +
1 � ':, �\p \ \ P\ \ -^1 TOP:14.48 �4^ � 9.z,
/ I \ \x \ \ \ / \�' . I \ .r0,•f ,D \ = / \ \I \ \-C7✓--!= \ \ /,- , -�\\ \ �/ y ,4-" 1 $.36 / x20,95 / Z�OU �'•'YV cl �2999
I n. i \ .e3.e2 \ \� \ .ss/" rg .. 18.00 ,9 X19.32 t 036,, -MR7 2D.°s 1 \ / \ \ \\ / `'"77 B ?O 2� / 2 g':'�,'' DRAIN
X2e.D2 INV.:13-70 _ / \ 9 and authorities. 11 1
\ \ ® x 19,26 2 1 1 1i1
a 1 " 't \ \ \ "� \ I \ \ 1P / \ \ ' / \ / \\ \ 19�X(,� =5'°.'-.; :. �� \\.28>� /x2D 1 ?6 \N 14. All areas shall be
" v.61 \ °' \ 22 PINE \ 0"/ \
I 7 \ o10'oA \ - \ '� \ \ X„3 ! =��• \ \ � .2$�2 /23 / / ,23.,6 �S�\ \ „ ..`::-::. r; 7�..� �\ N /tip / / �25.a \ i OP:23 graded for positive drainage. W
X 18.71 Z
\ � \ \ \ \ � 2 / \ \ � �--19 � 1 \ \ \ / a/ �'� 11 \ Sin r . 9117 B. x,..:-r t>:. �; `. 2�\ �•
. -J PRAC77CE G No , \\ li: :r:^,• i,.; , ;x; 1;:.s,..». I•- _ 6 \ ..z 2 32`, U
I / x ,/ \\ x2033 % \ \ \ \ / ✓GREEN I - r \ \ 1 x2236 \ / \ \� .\ \ '".I-.' 1 ^",,'';:': \ 2/ / r. 5.9] .e653 15. Contractor shall note that earthwor `►_
/2 \ \ \ '\\ k uantities are his yes onsibilit = a `"
\ \ 67 - \ 2 \ \\ X26.1D K \� \ ,I•�„•�,;,•:,. -:*s ' 1154?? X';a B�»I / 26.8•` X2 3.9 not represent a balanced e q P Plans
0 DRAIN \ \ \ 9fl4 �' 9 °, \\ \ arthwork condition. Y do LL o
r 1].30 %Ifl2B 9 20.�8' .19.�9 S w. \a:'::" " , d.,;
' ` TOP:14.48 \ \ \ \ -18.39 \ / 96 X,9bo X,9J3 \ \ eb22
\ INV.:12-00 \ \ x1506 \ ,O o x2153 \ / },
\ \ i �. ° 0` \ \ - \ \ •� .•'„ln... Win..^, i''•1t �b 2 6.63 O. 2 /3.9p� •'r;
xi ,7 q .\ e.90 \ A x�\ " \ i' Sao .P �: `:::: "",`'1I .
\ I I W_ \ 022"OAK \ .,e.zs \, / - ry .. / /1: ?r _ z0.f0 " `0l6" AK' s \\\ \ �. 1J,N'! \,• I /
\ \ \ .19w9 ! \ \ \ fl35 DRAIN 1 I PRAcncE '�''° 9,fi2 \" \ 220D \ xe5fi9 \\ ,6 B ,-;, ", A, II ° I I X= 16. Reinforced concrete i e shall be cl
1525 \ , .63 \ ~ \ I \ 'ir, ' ro \° 'g \ \ 2Dsz( l- N ;' ' GREEN ti - PRAC7)CE / I \ \ \ \ \\,,, to �:.,• „;:. ° `^, ` e., \ \ •,,Il xe ',i neck], P P a5S III Wlth rubber a „ .-
I TOP:18.30 �' \ / ols^oq O \\ ,. , "Y,. skated Olnt Or ram
C J / GREEN 2t K ,\? 1� a, , ..I •. 1 1,* g 7
1� \ \ I "21j \ �� \ \ \ BD2�" ''' �D.6 \ \ \ \ ��\ ?• •t• :II` `\\ HOLE 18\ I "' re unless otherwise specified on the plan. install
\ 12YAG j DRAIN \ \ \_ \.,5.9e 'v \ .19.6, INV.:17.29 Bs, 9,32
z b 12"OAKS / X19.14 \ � � -- - \ \ x21. \ \�\ \ xIB.19 - 2Dr / I / \ \ \N\\ ',;;�1-;','t• _:: Y..• �,\\\w \ �' quirements. Per manufacturers W Z �}
i �� 1 OAK TOP:N A 19 \ �.1703 \?r J,18.01 �� 8.38 1 r�_ 3-� .19.2° --� 19A9 x26.25 W {. +... L•ti.,,}.* ti, .'.!n GREEN J\ `1
LL 7 2i: x \ z20.32 / \ \\ \ \� ' •t:•.,, •\. ,.., ...:: n•1,. I 1\ 2 43 I -
14 "yAK' INV.:16.17 ;t \ \ ,,� \(•,� - _ 1
II DRAIN J:� \ \\ / ., \ 63 ,,S'"roman d4' o I iN., \ \ ` �,, �' °a..•. :,,,7....>I, �11 I ;\ 1 \ /'��
N Y x20.e> x2 52 - x21.84 �+ 6 N / `' / / J I/'�, � \ V
1� x21b6 I o - ti `\\��'::�; /-,: I EROSION CONTRO Y
��,X1 6 72 / /All\ li` ,..•x 16b3 TOP:15.42 / / X19.�1 / r ` a101 20-� I / \ I \ {''. <-. `:' :"�:i•.. N`I,E3. ,, f j �. �, 2r.2t z27.11 L N
112MAG \\-,6_x13 T , 7.� 3 � 17t� 18_ / I \ \ \ \ • 4 • \ 1 \ OTES AN D
�� 1 - 'fir �/ I I r'sV.:,3.62/ !19.7a X21B� \ N � IDRAIN \ 9%2 2 / N \ - \ \\\\ sr: •, ; "\ - MAINTENANCE PLAN ►-
/ InV. 1 .07 C) 1 \asa D"HOLLY \ \ _ 4Q 991 - / o \� TOP:18.63 I zed 2 9.Bo/ / % 6\ xz, \\ �� `' . ' ••,•' ° \ ra4a s ` / \ I
tz S / 20. x 23.3� 2 N J
�-= 2t/ � ,�v s.9z� I DRAIN \30"OAK /22 \ I �/
/ % 26 \ \ �le.e3 X2aa x19b4 INV.:16.39 I / \ r \ �� : i. �,\\\ J f 1 . /;, I 1 . Z
/'j o I / / h ° \ \ \ ' - :;x21 ° Install erosion control measures b
\ I -- -- 'fi \?J \ \ \ �1, I I TOP:1 9.9o1 \ �Q78 VAK NO / 2G08 ?6� \ ,' �`''"�{: ` 1
1 / \ \\::;.,;,:;,.;:,:, D7cy afore beginnin construction or
\ _ / \ / / x / / �G 2_ 11 i \ `Vi•\ �\ \� f' ' T \ I thereafter as ossible. All g �i
°3 , 6 \ I ( - \\�? \ // \ \ " INV-:16.07 DRAIN osMAc\ x O /% ti \ aS SOOn
•(j0 . 1 \ ?J \ ,/ \ 1""" I9.79 N 3v_" x22.,a 21A7 \ 24.22 26.1?-` \ 6 ',/ 1 X27.1 0
\ °_ N \ / / 210' / / 24�?, \ N\\\' \\ oP.z3.1z P erosion and sediment control practices will Y
` ..,S. ?;;.:, - \ 08 0.22 v ��X38.>33 ° 0 I �20.96 N _ TOP:15.65 \ k21A3 ✓ { \ \ �b
1 I I \ 12, d7kL� 1 I \ \\ o \ INV.:74.75 23-_ \ \2 \ / / / 2W�`z]94 \\ \ ::,.4NRR?•:. \ 1t\ �Vz,. INV.r20.73 j;r�- { y p be �• O
Y checked for stabilit and o eration following every
1 139 x23.30 '''J,;•.,-:,::'T-,r° N / "2� runoff- roducin(� r
6 -1?� 3 2 , J,9I 3 S a0 �zl 2> J in no case less than an 7
3]33 IB.74
\ \ �1 ✓ / •16.77 I \ •/ fi q' / \ '\ x2°.6] \ / z193, / /t 22gp`C. //•�.. ..: ` \ \ \\\\ 8�.1.'•i a'�:'i•.\ \ate \ a, LL 1-
�// \ /� 6.9, \ N a at x23E7 \ X2023 / (x /,8 \ N \N /� Ce eve
\ /^ �x I9 x 2D39 X 22a� ° w:. \ ? " t,as=:: 3� i \ ::.:;' \ \\ z 26 P a i n fa I I b u t
t. \ DRAIN \ 20.06 26_zL ? \ \ / x2D.28 N 2.9 / /,n 27 °� �'-;qtr';•:. ?5 z 2 - ry week. An needed re airs will be made
J J 9 \ �Xy,, \ \\\\\ \A\ �Z3 Y maintain all ractices as desi ned. Z
\ ,w � \� I\ %" �� �z \ \ ? , / X2025 .26> " 1� 125' �/// 1 \ \ `� \ \ , ; . \ bD \ \x26r � \ immediate) to y P
J •, 1 B 1' / 23.1�_-'"' N � V \� 266tt . 236° vl �23 P w
\ TOP:15�5 le. /� ,G2 3' 0 22gp \ / ,� xeJ ? 4� ? g
PRACI7CE . 1.8+ G a z3s. 9 \\\ \J .X* 2 _ ?
z � 20.28 .2. \ / �ZJ , /// 2649 9 J�1 s !"!•.-. \\ 1`c
\ 2 ' \ �,/ X21A9 GREEN h \ ~' • '4 25 \\\ sz=„':': \�\ . v 2. Maintain the rave N
� `'\ \ •'7.z-+�zLO�r\ 9.,] J�, IN2.31 \ �` `\�ol.� \ �t3 / / s 412ss6 G. \l� a. -i�, ;1 ....... 2 �J, a // i dad `'`. P'. .,"n
0�0"PINS J \ 'A.E D� . , X `'o \\22.°I - -23� ` \ \ \ \ .�8�
X,B. g\\ \ \\2 ea x u2 s h RAIN \ / \ \9J/ / X1e�9 \ x@� ` ' n
/ I TOP:15.46\ \ \� x,6�7 I J ?'\ \ / ,.,:_,.,:. o ? 2 t•L,. g I construction entrances i
l \ \ \ .2D33 2° � ;��;: \ \\Z �/ • ',iI/j a condition to
�\ \ NN X2233 \� \ \ \ -19.68 / / / J „29 \ r, / 282 / 2.' �, �\\ r��:' :_' :.. \ \� �; :. �' ( M,Yt t:..0 i s{'2I sediment from leaving the construction prevent mud th
NV.:14.71 / \ 7 3 rn v v ,zo.n 3.6e M t.•'•n',:. / / ,.T:.Af?••';'t:
site. The contractor shall inspect the
B \
J \ °
% / 19.62 -.� 66 z 3.86 /\ 2 P tt-"t '" \ "' ,'4:.:.::
A, a DRAIN \ \\ 2eAL \ ??� ?i / ,��, / 3\ °° w s; ," 2 ,, 27, \\\ �/ construction entrances On
6' \ x �- 16.1 ,e.0, 1 3 22--u.zl 22- \ 2 z \ �- / / x23,,9
x / , ��.,;:.w.;,:. ,, . " ,,., t:- _ k a daily basis. This will re wire
r .\ \ TOP:16.60 ,,,,,� / .,6.28 \ - / \ �'� \ \ 2 27.81 ,gg / 28p /�.�;: �\\\\\ B., / / with additional No. 4 q periodic to dyes
°°e�y \Iwv.:ls.so \ ( r' -'6 / \\?°- x� \ \ \ x \ \ PRAC77CE / x21.,2 / =� / \\ \ \N ,... .:;;<:::Y ;.';':°;.. �� �/j stone. An ob action P smg
o / / '' `'r` ",�':' -' �2i tracked o l y J able materials s filled
J xt6Ab / 8 22.59 043 'r 7/ 24,97 2630 aR \ � •'6 -- ,J!��,-,• Ublll. roadwa $ $ ,
\? 9 rn DRAIN .1690 \ \- \ \ \ \ GREEN S
P washed or
lx3 ti \ / 24 oAK \ \ \ nto hall be removed immedia
��9' ry I \ ?0 \ \ \ \ I x 11.e3 l " "� W \ \ X z1>pC X k / .s3 / 3o.s p y t
\ \ \?3 \ \ o ti 2s / 2f � �3 sJ
s1s \. y/ / X2sa+ 4\\ p r�£9
\ 6
26 71'. \ G 28.
// / \ INV.:13.54 ,/ � vr�•: 7.\ \\\ � 1, xs /� /
R / . 027/OAK \" z1w9 XZD.71 zsJ zma \ z-`-=24 -- /1 / 28 3 Install erOSlOn COn
` �` 16.62 /,� \ , 2\ \ / x�6 \ r G \ �� \ 'K � � 2 .,(3°.16
/ �;: .z12J B° ><2i.s 4x .eo / 23,6� �� -- \ r^ ze 4, \Q C(r� � �' 23 �^'_ / ��
/ \ \ \ -27 0 \ 1 _ x2.D9 \ / sAND \ J to tra P O 0
.,6.,2 � � 2.95 n _27/ / B3 � trot measures around the dro inlets as shown on the Ions
\ z _ // \ 29.Dt / silt durin ,4,
x2D11 \ °, ' , 5 \. •; ' ?g ; 28- x2968->'2 6 ''~ r after P construction. Inspect the erosion con
/ ,9. o ` \ ->: � \ / \ N \ / ti2 / � ::: / - ,2.: z4.9� Xz6BD 1RA \ 29.56 29's9- lets
tis o26"bAy \ \ \ DgA+N -16\ \ ( ,g_ - .20.3A 22.D ! \ P g trot around the in
/ S- \ OP:15.50 / \ \ -? • " .0 - 6 , 35
O 26 "OAK}
\ \ each rain and make re airs immediately.
F
�`S"\ \ \ \ 'BRAIN 20-- sfi (\ / 22' / 2_z6 - zno _' da+6.o _ - .:
/ p3 �ze \ 16.56 TNV.: 1 4.64 t'0,/ \ \ �\ 1 � � I \ / / / G : / l / \.; . �7 � � � N � �Aa 31- � �s ; .:
1$ becomes 8" P Remove sediment when It
\ x l l \ \ 2z.29 \ .zaez / E �`
P- .
\ � x2L3, / / '/ \• ' �8 deep to rovide adequate stora e volume for su
/ g}
\ bsequent rains.
/ n"' 21J 76"OAK \� \ \\ _17- /6_ \ 5.74\ In1�:1a es -19 x,B.70_ \\2?=2,/ ` I X2 \ / 368 �0 9 �� 261D \\o "0.96 Remove and replace the rock when it no Ion er
��� °Or8"OAK \ \�° \ �,6 0 �6.9D " '° / _ °� - ti°9�\ ,2,.6J \ / .•I. / / / % `r , .r �. S contributin drama e P P y• When the
o , \ \ \ - X 59 - -J6- - \ \ - 22 / 4��' 259° i o \ 3 9 g area has been ade uatel s abil zed roem
■ 11 1 / A \ 6 .n.n \ > / �B�'�,\ I I 2,.Dr / X22.,q� F / 0� / / % POD . I 360"OAK 62•�8 and any q y r rnOV@ all matey'
CAL 1 6® \\ .ls]D \\\° I / •\ 21 31 @ z6BD zsD I unstable SOII and IaIS
_ _ e J \ either salvage or dlspos@ of it properly. Brin the
/ „ \
\ - x17.6. % N Po k �y/ ��� / / , 2>;23 disturbed area to
/ ro erg g
/ / /?? \\\� \ ,7 -\ X/B / >>." 38� 2113 / , / / / / / .�9.7% around the dro inle P rode and appropriately stabilize all bare areas
/ �4"OAK 23 5 4'rf2 , 2]bB 2 .1 5 G� / / /
0 , i \\ \7 g: �n.z3 �/ PRAC77CE / r. zz2o / i jti G�\ 1,h / / ,j: / / y 3L53 P tS.
60 120' 180' 21.9 \ \ 3ilY9B 8b9 8' \ \ @RAIN / / ( \ GREEN .�zs .60 / / Q�P h ,69// f/ / I
/ / I ' ' I�' 4. Sediment will be r
TOP:1.s� / / 21J2 2.,7 /3B / 34% �i ti6 �/2><> / C X2�r f r/ /// emoved from behind the silt
. te.Y, X 16.1� x ;
:- 4 V 13.34„ \ f5"OAK H N \ '
/ / j // \\ \ \ a+ �, \ \'�' \ 16.63 b ti w / / / / ti. ,.> feet deep at the fence. The fence when it becomes 0.5
q a 0 0 R0' A 6 3136
sediment fence will be repaired as necesso
/ N ?O X17.5B I I I I \ ??� z2, 79 / a-6a' 240 /. / / /2 / ry to
c
\ .,,. __ ? 2 / Mai
ntain a barrier. Silt fence stakes shall be s aced 6
\ \ \ I
\ / ` \ ` ' \ \ x23,B` �24-.z2 ] \ \ _� / ,i ! / /f - / / f ' '' .39 J
e \ \J6 '6� I I O I I /?J ` \ 4a - - 1 r 7 / 2JJIi / e.69
wire backin is used with 8 foot stake s aci p feet apart unless a =1
/ .2,.,3 ` N N I �.� > •E2.. x 13 /�• :/ - / �/ °I / / F7 2 , g
\ \ \ \ \ 1 I I I /��' 71 , 23.°0\ \ x22.35 '. / /. /2521 / // / `. / /. 3 _. p n
( / \ e \ \ /j\ O 1 I I /,� ye7 O \ 23.9\ \ _ z7,f / , r . / 5z
\ \ UKAIi� / I b R\/1' x2L6ec 20"OAKOAKCLUS7ER / a/ / / / 1 / 1 ze.eD 5. Inspect tam Oro
`� _ P ry sediment traps /check dams after each period of
\ \ xn„ TOP:15. 3 ^ I I I I I /( / / Xz3ao I \c, /� /� Bs' significant rainfall. Remove sedim
/ / \ \ <.DD ti� 252> ant and restore the trap
LEGEND \? dimensions wh to its on final
' yV.:13.84 i "I °2 H t " •+a 92 en the sediment has accum 9
�/2 / /_ / u
/\ \ \ \ -- / / / \ N \ \ \ \ \ / / \ J=26 `24.025.06 sDs / ;/ i L]ki / 2 a i w'' s.°6 tat
/ x� _ teX21.3e 020"OAK \ 11 / �26 `2 % 2flU900 Of the tra
2 - \ I I / I one-h
x: q /
/ '� /23�' \ \ \,N. „ ''� x19. %\78� `- / // O I ` N O/ x22sL, I X�z'7B XS/ / .�,50: 7/'J 27_ i��/ ' „� j j N.C. GR/D N.A.D. '27 area an
-\ \ p• Place the sediment that is removedoin the d signatedsidsposalh
0 P ERTY / \ 23,. \ -2D. \J9 �2D.� N 8 OAK 27.« {/ .'__ _ z9, /' , 73 /\/
d replace the contaminated part of the gravel facing. Check the
175340.7988 structure for damage from erosion or pipin Perin
PR LINE / 2y \ \ / ?°\\ \ /� \ / °� \ x232 24-�\ \\ %�o�`78 ��1 '/ E 2359335.4493 the spillway to ensu 9 dically check the de
re It Is a minimum of 1.5 ft below the low point oft he f 06154
\ \ / / '4s;�\ ?/�2D o,�� \ _ \\ \/, ,, ��` -- / / 9� 20 s, • �26' embankment. Immediate) fit
/ � Xz3s4 12"TWAtOAK " ,`\ / ass /2 ,� 5� °30,
y I any settlement of the embankment to slightly DES.
TEES \ I \ \\ 2 0� 2D81 \ v DRAIN I ea 2 ° 2- , c� 677 above desi n rode. PB
GREENS x O24 £\ I I 016'VAG ° " ii,2"OAK " \ \ 7aD x2 9 F
?6" FA/RWAY #10 9 9 Any riprap displaced from the spillway must be replaced
"rr'97 TOP,1s 7s N P / ismabediatel After all sediment- roducing areas have be
x2a9, X2J.16 AT e : y ORl I/lNG RANGE, y' P
" Nv.:1a.76 \ en ermanentl CKD.
\ � ` I 2o.B1 /ry / �\ 1 \ \ R /� `i:
��• ilized remove the structure and all unstable P y JPN
f� D� `� ., I x x2Q41= . ,/ 70B �' 2&6/ 11 aF i and CLUB HOUSE
692 - J g sediment. Smooth the area DRWN. BLC
\ y5 to blend with the ad'oinin areas and stabilize properly.
24.79f TOTAL ACRES
/ 25� - � ) k �, / \ / 29.3, FA /R I A/YI 6, The stormwater
EXISTING GOLF CART PATHS \ � \ � / ` � 2D.BB / YYf-1 %� and will
.....; s \ zs\ / / / . � �� 2so .23Js .,' .,aX' t v ., 2n9 ra .:�
It
\ z, / %
45- - - X / / 325 � \ _ � / / 2/ / '° /29 2930 „� 1k. O� D when the level of sedi act as a sediment basin and will be cleaned out DATE
/ ment reaches 2.0 ft below 4/ 17/07
/ ,�
EXISTING CONTOUR Fe �16"°AK / � / / � 5509�� \
\ � and CLUB will be cleaned or replaced when the sediment the top g the riser. Gravel
/ / � � pool no longer drains properly.
/ 231/ 'f 3.B1 �24- �,� / / 020"OAK a' I 5 1
x37s2 \ \ / `64 a \ 7. The an le for
EXISTING SPOT ELEVATION ` / / 2"OAK /23at - '-'J7 /25 '6"pAK / / x2'S' /� �' L�(. 79� 9 graded slopes and fills shall '�"'}F�w'
1 l 9D �° 1 TOT tarn
PROPOSED STORM DRAIN , \ ��1i0�
/ / / .moo / 22 can be re ed by vegetative cover or otheb adequate terosioan the angle that,
\ /x 'OAK 1'/
- / ''J9 TFFr \"� \ or structures. In any event, slopes left exposed will, within 21n calenro
I devices �Q�;.�•'t•c•�lt� '
EXISTING STORM DRAIN \ e of completion of a day .•' ��Ss#�.'�.'
/ '9 X2a79 / 55g2 \ \ ny phase of gradin be Ian days �`� Ci , .
\ \C \ / / x2222 �� .252° e tam ora or 9+ p ted or otherwise provided with ='��
LIMITS OF DISTURBANCE \ / / / x27.29 \ / P ry permanent ground cover, devices ors SEAL
\ \ /
\ / 25.26 25. 18 0 \ / restrain erosion.
tructures sufficient to •
c r R
\ 23.93 E7.R. , gt.
/ \ \ \ / / 6' , ,/' yak \ ` 8 Alll disturbed areas shall be seeded within 21 calendar `/�'• 17 j`-, � 3
gam• v 26.6 5 \ / seeded areas will be fertilized, reseeded as necessaryaandomulchedonce. •�•y�,I ice,,;• •
TOTAL SITE AREA: \ / / 5.s ky5 according to specifications ' 8cY �
/ R'" in the vegetative Ian '�
/ / �ry �7 1aZo \ 6<, vegetative cover P to maintain a vi
68.276 AC \ \ � ' / gorous, dense
LIMITS OF DISTURB _ � \ 2aB5 �, . .25.65 / ' 1•
DANCE: 7.884 AC - g � \ /'
\\ \ / / / / / E) '7 ,5675�•ge \\ \ / O 17 9. More stringent measures shall be used to
\ / \ � ` - �4 \ ��•� plan are not effective, halt erosion if those shown on this
/ / \ \ / / f
\ / - 0. All erosion shall be c
/ '9 -- - - com ontrolled including side slo es befo
\ \ / /: � \ \ / �-, -_� plated_ P re the nrniar+ 1�

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/ \x21 ..'.. C x13S3 3 �p ( J i,! -Z v
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/ \ / / /, Q" 3o t,.pdsll/ram p1° �,1a92 azs3v._.,el `;s/ \ rr' 1 ,SD •S67 ry`�° Z�' c �R PL p Q
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Ssrp,, / 30' SANITARY SEWER, STORM ORA/NA E and "2 " - �'8�2�/ r�/�( 'NOI.e ,1'� \�\ -� \76 ® "� \� '�`- 51 W P,ro v ti �O,yfs
fir ' ` 6,� ' , , , _:, E%,�; • 7 x •A6 / \\ cn > titi rn op I—•
.26.36 / UTILITY EASEMENT (BOOK 1350 PAGE 0704) �•r xz2..1 \ a ° \Z „ .. 11 i �jei �, \ o _ P Z 1„_
\ j— �...'•\� / , . ,. , / / :' 7�� \ ` \ a ( ( 1 l 20 PINE m O ,� y R j AR P�
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-•-� \ �\ .za,e / ` 1„ \ _"�'� '.": . 1 .1as,� J 6 i A _, P r,Y F�^ \,47 kFT W FN 9'P P1- U _y_
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29.,\ /22 ' ¢ 't...ss ! 12.61 7. /.�; I\ I \ ��� �„azs ,� 4 0 ,,O ,- dP SP t LIJ
?g z7.9a ? z ` F, y PRESTV N '� Y O
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V�' S 4N SEP� Q ��
.2 �? ` 1 2L93 z ;ir __._ E COMMON AREA and POND 1 ESTV F
\ s \ `. _ \ / ' �Q2 x�Ls� � TRAP , . \ -,_ \ oK 30' STORM ORA „ v �P'LP V � PR ICK CLOSE I T E �� �Pv I
?� N ,B6 T7 % I ` t % - 1876 , f \ x1662 015PIN 075 '%� 13s r 3
'PR rn \ xi 1 6 / , STAUNTON
\ \o��\ : ."P.- \ ? �79 "��' " ��� , (PER MAP BOOK 38 PAGE 361) �`� d cr 8Ar cu �Pe
`�6• 93 ? 1' N fp 0.98 .20.21 ? \ O- 1 x-�,)3 \, x p
/ s fd ,�re9_ 7 0 2 PINE /,` a F y y CT
\ ?`\ \_z? xi'\�ze2s / / `fl,�• �z.w tV' !\ ''.\ c2'12a''Ys \ \'�\✓"/' 1 I `\ / PEXISTIN(i 248AxNDPON .c ` i w �qN Z
?9\ \ ?71 / \?- / / / '\7 � \ \ � N ro \ 1 12 z0 ]]� / IBb�n x vne � s.7B �-1 p �q�
? so \ \ ?s x 20 \ 4 ?' �5, H ,'�j�7,, eu \ 1 I q /' D 0 21NLET \ N 7� Gj �c�i \ C d +� �t�
'asr, ,F , \ / x3 . `� �,��/ x,B..y,,9'�/ roP:12.o2 ` �~ �° R CLUB HOU E F- o
/ B FAIRWA Y �2 YCLI FE C FJJ G< Q 0
s z: e / I "`� bl / 0 19`30 \ �. / '� ? 1.leo 1 Nw8.45 EX 24~) \
..am '-\ -_ �2'�� x / � � ,1 !/ zls, / /� \ �2 _X " p�s� / // p 3� rn xI,a% 1 :7.45 (36' �, �`
\z2230 - \ 24-24-- x 22.78 � ` / \9 , \ 74 / / xll, o,o01 I_ 1 I , \ N ` ;� �F�.(,y W
yL`- \ -23_ _� 0l2'rWNOAK E.I.P. m3o �..''/ \tes i T
,t �" Qo N
\ / �- '\ `21.71\ \ �� .23A2 / .1 '. :,,� xI8A5 \ \, �/ // ,L•l�Y O'��I 11 ' �• (V l � <,I
J N , O
�../ \�� ___ 23-� J _, �` / /xie.7,9 _S:?p,•, �- _ 9 \ f (-Z QY J 4 �..�
/ ,a,- ? \ O �i.v ., •sa:; / Q I -•� KRI O
.z1.a3 ! `.` \ \ ?\ "'-' 072"OAK � \ / / ; .\ `C�"x ). d\ / ��' 018• /Nf , o , 74 STEN DR \,� m
\ x2as1 -- \ ■1 �p
\ xza67 x2a,9-"-2T•- 24 "OAKO zzz, \ \\ \ .(.a / / \ 'o' R�18V�E�(1$ 24» CPP '7 ' Q } h�' S~ �q J �►
\ \ \ \ o \ \?i \ �� 3s• x I /9\ n. 0/% x3e.s4 y2, \/s \< � S REPLACE W` 30" RCP ' '� I i QJdr Qo� ��,P 2P y d�GF 4°~ t�QJP %' Z
t x 21=f ?' 3+A x 20 ^' / �'9 ?O\ \ / z 'j�^ ' / / x r21 1 1 1 •, '"C. e/,• f i \ \ T ; 1622 , y I O PlNE ' ,�F '-• ¢ ¢ 4P 'QL 41 '��~
=_ \ 622.ID o� \ ,k 'rf f�' of Q Y ,tb� W
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-/9-_ _� ^ , • �'� . It ms7 / ; . .3606 ti ¢ SJ x,Q\'
+la,l -»taw6 _. -18 \ ,,.�,� t , / / /I g { \ / `` WELL STIE #3 y s
/ � 1:1667 \ , . x#•:� ' < �,1 yi T ,Lp m \ h I %// } ;'° - ' / y9,y ` I, d a,P 76 �'�P /�
1/ l4'P/Nf REMOVE EXISTING 10 CPP �` 'P r� P A< 1�P
.� \ q 997 I .m9e .,en \ / ., 2E s, CONTACT THE ENGINEER IF ADDITIONAL f < 1 g �0 3 r y
y 1s fl m 9`5' ` xl6z. r s i, ' 'Iw ` fj al 6 ��• 3
Is � x z j�. \ o — —/ / ry° I ' r IGox� k CONNEC110NS ARE LOCATED L o
\ xn.31 4 \ \ \ 3o'i�, / x17at \ , 15•LIVEOAK \ '°'�� "a- �QS ,1•/O m N�
J
W
. 1932 .�, �r �„ NECESSARY
I O r,, B0 �o s 4¢a REPAIR ASPHALT CART PATH AS
., G 'P r, d
4, p \ 1u[ y �!'! Fy \ TENANCE EgSE,I, ���i 9r� qip !Fy H � s c
x a02� \ \ +..5"'" • a, \ A0 ix \ � \{9 \-18----18- --� x1777 ,,§''. �/ ' �' �LZµ .�j ` .
�' .� >x : J zfy \ N .20. , 16.9ei 1 ass .1s.1. K ,.,-,._. .-,s: f P ti@ <
's \4 17 0_ „r: F90 MAIN-�..'_� ENT 4 !rF 4F �d �4 c �9s
\ 9a - .11, I /�p xt9.eB ?r� i' 86 54'24" E 150.00' 1 � \ � J / ' ' �� I \x1a6� Z i n 0 '� A v v - a rd Q O
s `t \ is xla[L\ .•� w 1 l ' , \ � / -17\ , , / / * 1 ` co °�� < < O P Q ~ Qc !
ys ' xv..zw ,1/ _ \ 20 / \ / r 't•Y- \ .w3 r,1 ?r`- — \\ §a :s? t> T � E OF WATER_�� yQ 1 d
;y:. \ \�� \ / �x lalo \ \/9 xI9.7B x198a C'v4 \,6\ // \ --- -� / .1620 x0.e9 ''•r, IS3z 1 x17�a1 f ). : -i 1, \\�1�'��x €Lo3l �i+Q '1'r;; Eo \ \ O
xl 35 ( ti \ / tB\AO __ / % -� ` -- /11 / \ 016'rWNP --x15. {t' \ \ „lA$.-�. $7H6BS�x18.1 •~\\ �\` t• 1..
�539.95-^° 22 "DA \ / a, ) 3'.+t. x \ -- / l
a '\ -\ �7+, -" IB\ T� x„35 q 6. _f7 \ / ,5 NEW INL �P, I� }x C� x., x�.1313 x� \ . \ \\\\ \ X:A I \ ♦ IC MAP L cc
y� ��q? -- NOS E t '
K\\\ \ \ \ IA63 ' a 1 \ I / x1S36 5. DA18 10.2 AC" J'^`•JP INLET /% \ x,61,ti o1 ,,9�h \\ ..Ss \'e V
)10""MAPLE \\\� \ W/ L x19�' (�x,R6'j j �Cf� 9E,h xttJ9 °�� mxls67l �OPS14.20 / -' v' / 4,sAI \ \ ' `�.`:�
\ � \ � \ J ..,.% \ \ — �S 0 / I e �� / .13.7e x,.aB l >.r. � \ \ f NOTES =
�y / ,9 } ° ? SITE WORK CL
\ \ xm.91 .1� x;69s- -/J \" o ` l - x1a4.oz d 11 a>h 7g \ \ / 3 tB OAx a / . \ u / \ ..x .\ z\1
°A l \ 19\3'3 ,`.6°-/9'_•'� x19.,2 _�,x ta9a \ �B 7iN/�0AK0 /' / \ / // \ "// \t J 'I^ N \ \ :p •i.'. \ ti.,�s- —'t€1' „"..C' 'r8... �", \
\ .. \ W f •-
�rz �. .
016"OAK 1 �ts.7o \ \ 'a \ m \9� \ � \ .CPO / -"YAo3 /� \ / 1, i / l 17 / / I \ �-, J'! ,`:^\. \� ` h"
N 1 J3 .1 .2 \ \ \_ - �, t„ ,��, x,� ", :�, \ \ \ -- �� 105 0 , x . 1% x157 71 tiY , � \ , :- �, \ i . The contractor shall visit the site to become familiarized with field construction
',` conditions. Q Imo■
O,8" IVEOAK o set 0 =i-' A �' \ \ \'.• N-
1 b % 44 \ , In / , a•: J \ `a,,
/- \ '' \ / �' i .m.1 \ "� \ \ ,5"OAK O S/ ! y /,., / ,1m Is.ro n,69 "A¢"'.., v3 W' J �, �" Na
1 `` I 7 2023 . , x20.61 x1A31 9 \ x16gi ISB7 00 1`"rr ' ,r .1�1Y9.•t•. 1 \
l I \ rn \xlv,,,l , \ \ \ �O. !, \ 1 .I6ae xlSbl .,�;�f1 \ i +y`9�IQ.,X,, 7 I� .z3s3 \.. }, O
024" AK 1 „ -i x2aa8 1F / \ •` `` a. aa9 V A . y.T. 4 r N
x20CY x� I \\ \ �/_ 1 �/ - \2 \ \ / - -CJ 16.0 \ 't \7.23 \�,)_ �Q� V \ \ •7 `:.T��l = •l: \\ \ �O K n W z
?/-- / - { , J7- - - 20'9�\F1 ' / 0T8""OAK ��\ \ 1 �6 - -„ .K,11 �15_,, "'\,° / 19 ?PI- 2. Contractor shall coordinate work within ncdot and local ri ht of was with ro er M
I �• 19.� 80 SOS \
/ -- I I \j5/ / " \ `�/ 1 6 ` , xrOII ' ' Xf�' \ Y•< \ \ \ \ /\ xIB.7` �� l ` \\' -t I �� \ \ 1a.75 // 1 13, 1 "l 1 ��• //i// \ tT��T-- y Ct. \ 9 Y P P
_ M•fr i' authorities and shall meet an re uirements as to traffic control and connection to 1� .,
/ I\ I5.9b / © 2121 an 36�J1, / `\x I 1 �• \ al ,� - \ V
J ,4 N7 \\� \ 6.00 6 \ x205 I/ \U /18�A% x6 \ / / A \\\ 1 I x,\ \ \ \ x132a / \\\ I / l / //•Z �j \/��� �\ \' ' FAIRWAY , I, #2 and , 18 existing streets. Y q
i ea] ,�, .,' r 15 HICKORY x2a3s •Y \ _ .lsbs I/ / / /^ zae9 \\ \. i
. 193e �� �/ \ `..':.. 1 0 / y \ ? �,.% \ / xzaae / / d� .jf),. N Z O
\� \\Z13b8 '��\\ +•21.IB , 20/ l \ \ / / 1 ?' ' yq x17bi ` \ . J9 �y, x1532/ / / / 2a_ x2a80 ryA ��.° 24. 65+ TD TAL A CRES Q
,,1 r� / / / \ 3. Clearin and rubbin Remove all trees as re uired unless otherwise noted to O
I \ ?1�x Y23 p � / ' 0 �/ 1 \ \ V ) x1539 ",56� / / x2 .lx xZi.76 / \ \ 9 9 9' q
\ .1721 \ \ / / �. \ N� 1 ti / // 0 1 remain. Remove all stumps roots shrubbe �■
as halt concrete structures, buried
\ / \ \ xZaae \
\\ xl6n l \\ \ � T9-� ♦ x1e.5x A ' '�.x < x17.6. \ \� x1 73 / / O / xx3so �- \
\ o -18-- 1 x 13.33 x IS56 ^ N ',
.wq\ � \` .13a9 \ \ \ 2019-/ .,', .. \ x re.n .o R•, �� / \ / / / ti' / / \ \\ \ ry P , ,
. a,1 \ x a \ \ \ "��% , - \ \ \----'Y8�,1 \ / / 1 / x2a3� \ \ V _ \ \ \ _ ! / - xy�� �/ /tii / / l / ' \ \\\ ` \ utilities, storage tanks, etc. within limits of construction. Q U Z
\ x,637 / (2506 \ . .w z
�. J o, / �\ \ 19.78 / ° / x2� q \ xlBA� 4 NN,r} £al-,
sRosti /'8 / .I6� -- � / / /16"OAK- \ \ tl9S9e-- _,6.1612 Y \ \ J / / . J " 2A3 \ \ - - \, \ (/ / �, \\\ 4. Stripping: Before excavating or filling remove all topsoil, wood, leaves, and any Q .�
/ x 16.10 x 1935 It,`, 7' m 4 \,9 8 .23..
/ /f / x17$ x1625 / / / � xf- / / \ `ig;•. ` \ x,2_� - „ / " 4 /y `x � FA�A�' R III �( x24 / 0\ \ `'s\ �\ \ ''�\ �,..., other unsuitable material.
/ \ A 2 // �I..-1� '/^ \ x2° N \�V _j7�efjA1 I O \\ "21Jq �N �� " \\µl°, W
\ P 1 \\\\ o�>"Li�
�•-J2-\ / \ e `'°� '' 5. Muckin Remove an soft or anic silt materials and existing buried construction tt1J
�� ` �- x�bs6 L \' ,2"71MN�AK / + 3s 1�/' i� - -19� ,/ �- -` 0,6 PINE � L5' / \ ,4z 17 za, w„ l
�. \ 16PINE ( / \ / / \9 / 2.r�\ "i4 \ " = \ \ \\ \ "2'z0 \ \ \ debris as re uired and fill to subgrade elevations with a clean select-
q Y
l / ` fill compacted
12 PINE 00 ' 1 0 / / \ \ I9.23 ( \ \ \ x 9� \ \ 1 > \ \\� -4', g'
lesl , / 2 \ .� d+r,
022"PINE \ \\" / \ \ ./' / / /1 // A6-\ / \ \ \ � 28 (a x21. ' x22.93 NN 0 xl 2] \ , \\c>?com \\ \ c'p \ \ \ \ \ - . -
x, J9 lg/9/1 �� ; T . z� Leo \ \ `N k 21.2 \ \ x m.,o \ \ \ g� o \\ ?y \ a� \
/ 7ej].02 / \ nr J .IL9 " / :, 2 2 4 \ \` \ l \� ? J \ x2,.Ia \ i
`� .166.5, i16 x1563 / x161, / '--�� ,3 \ t\ \ \ 1 ' \ I \ \ \ / \1%I \� as clfled.
�i \ \ �`�� \\ / \ \3\\ s e
/ x2),QJ �' `_ / x 23 , -�� / )\ ?0 )u l9?0 /\\ xz..33 / 1s ) \\ ' (p
/ \ xI6J7 �_ -i / / /.2! , / ,I"3 / 1A� \'\ ,iV 0.90 S3 ` \ \ \f7.76 ,,', -�\\\ \\\ \`\ \?4! \ \ •.
/ �1s� 1 ,, '" 2(�!" ,',, 1 I \\\ \ 2L6, \ \ / \\ \ �.. 6. Dis osal: Cleared rubbed, stripped or excavated soil shall be removed from
/ ) r0/ / ,ab3 . / \ \ xE '� / :�' FI.53 `\ \' x2133 " -. 2oA9 I �\ "4¢FR6�i666 \ \\ \ ___ -� P , 9
1 f!'. rt;
.1a., \6 / a_':. l �, 1 z.6� /.tpr'F`icti1,. 7 ?,` \ \ \ X17 y, \ \ \ \ ,, \\ \C ze -24_- ut P
,f `/ , °s"o , — — / ;• �\ \/ // x2• �r,,�a-�"i h jp / % ` -� �-�1 �, ® t '9� -- \ \; - N site and disposed of in accordance with all applicable local and state codes.
N.C. VRID N.A.D. 27 / / xND6 xl..z3 / .ISe. / .r r'. � k19.9i 1 ( �y1. ) �' ,4 • /\ / / ( \\2136- l x20JIB x \ \ \ \ _,� 161° ) \17-N-- :� \ \\\ \ / -1`7- �✓ `; .'+- V:
/ 1a J� .0 7a ;.y \ \ ,' 3 V I ) z�2R.sy 2Lm \ ry �'\ \, /,x,63, x16,11 / �78� \?O\?, ? / �- � / '} k'-SlK �-
�76121.3040 / �6 ) / \ \ \ z / 19 �/ x ) o \ \ \ \ \ a ti x2 Nq 7. Borrow material: The contractor shall furnish borrow material re uired from off
a10 x . yA \" -�2 I I ,8 \\20 1 \ \? r\ / / -� /
h /, \6 \ x16a8 I . ••"'� \\ \ 6 ' ! \ 18f0o ry Jx17b6 o ? \ / \ \ \ / 1. / -'1 -•'�, / N C>
E 2358093.4107 "l "3 / 08"OAK o —
`� p, \I / �� .m7o \ \ \ x1613•16J13 / g/ I �.\ \\\\ " / ?O 21� / •-?':'• �, q
x"ef' rIB.� .1T62 H \ \ ixy�6 / '.20..9 / titi\ ,�/6 ^� \ ,,, �, 1 �,,, \ / / site and obtain all required permits associated with borrow operations.
O. �0/5'OA/� fat h 17 /, / `. l , \ \ \� i•5 / I / 2 .E9\ \ ap \\�l9\ FAAI / , \ \ \ ✓ / , i� \ ` , I tP
// +1:R.. ? '� r'O 22 %{41 A t769 \ , x � �. / � � � -'� ,
/ �(// 1 / 8. Fill and com action: After stri in ,those areas desi not
/ / x 16.Bd/Q� t7- \ I .., ( I �O "Y / 1 C \ p r 2I \ 9 / / n \ 1 1 I / \ / 9�� 19J
/ / / // y IN / 4 `T' `3, ra�q 7tj,�69 �/ / /1 Ory/ ,�,x zLo. ( \ \ \ \'Y2 K \ '? IS rn /2t \g / 1,4� ! ( \ E, N
\ 0,2"Pl £ - -ToP: s• \:,ea3r- 2 / x o / / \�1 \. '"-\ /�- �x,s]o to N M• \ �; . P
/ \ "`� I / \ ' /� �° / / /7 \ - �' \ , �' / PP 9 ed to receive fill should
/ /�. 1 / TO 18 U�.l� , \ o lz / \\ A a rl� Ai rj� /� z,s. / x, o x1a\iT-/ /g\ \ \ 2, \\/y_ _ I m I xl,6o ?1a�7 1 I 9�az3\\ / / \ ^1 \� N ? v. . g J
PINE 1 / �,,� , r )7-� 1.10 NE�j .2L]] / ',�/ �„' " / � \ / \ \ \ \ a69x I i � ` / / / --� 5, \\ \\ �'�\ be proofrolled with a 10-ton vibrato steel wheeled roller to compact the top 8 -'i
• `R � ! '' tN 66-/ — .J \ \ \ ,9 o z2—� 1 \ 6/ ^=ts e 1 �' x,slk .� rY Q
\ Z4 w ° ° ` �' - ��D � P51 . 2 �9 / , ; : gig 6 / / ,; , .r_1Z \ N \ _ _20� \ \ � _ I,,,�I / '�\\ // 392 .1589 " � \\ \\\ `�- _ inches to at least 98% of maximum density at optimum moisture content. An
/ y PINE I N /(O� `` 19.96 i Z p �y ff
/ Q) / -�•i/ Pl f/ // / S> IB . �� 9/{t023 �� oir' %0' ' »tx V --� 1 \ 0x I \ \ \ N \ ?I- xeo.56 ` \ to I I / x' V�''1S� \ Q I O N \/ ,� '� 2 v , Y :�
p / IB.B9 /:` / % // �,,,'; I 1b�o/ // x19Ay/ ` oy \ \ 0 \ \ \ ??- -� \ \ \ � —Ab/ / '�.lB :>tiq �:, 41a \ xt6�xt3.7B 1 xi5 ` �� � • ,�, areas which pumps or ruts excessively should be undercut and re lace with a 0 W
/ ' NEW F a e 07 6 •�a / ' - /, 0`I - / ),,,'•&i \ N s \ \ i P
TOP ""''— \ — OOAS %�:i' /''' INY.;,9. �'� 8� / \ \ 1 xzo \ \\ "I� \1�// i, 1:"?".., 't 1667 -- .15.37 \ - - \ >:. • C clean silty or clayey sand havin a unified soil classification Z Z LtY
/ r�i� f , , �, -- I. - ;mow .. 1 r
1� 11\ 9 of s sm or sc. o
7 p, '• 17.01 \' - . ➢ •�\ ?l, ~ .1 Q / / i '. .17.76 � \ x ,1 ` 14 OAK24 ~$5 \ \ \� ` -' �/� �°�, 16 •:>'M ",t \ \ x16-3- .15H �. `� \ \ .:, ;. Fill material 5 feet outside p' Q Q
Y INv1 "� "„ , x21.13 ,;,l- / ;" on 1.9z / \ \ \ /( \ `'' i"%4''�ZR` `;�: � \"`"-� - \ No of building areas shall then be placed in layers not to J -'I O,
{ \
/ ` ` / - \ 1 .2J-07 '�. ',A Ej` kxl.3! z6 / D 1/- 5.2 9A�C \ n / \ ' ? \ \ \\ �-- �s,.•" .—.•Y�: ) .-- � N
I ( �j NC -/ \ (t J' % - J \ Bl �� \ \ exceed 8 inches and com acted to at least 95% of the standard roctor maximum "'
1 16 "OAKO U /cT, .1/3 1> I v..v 'I .,i VI __ / �'/�.: 1. �, .j / „, '(!i, /, , , , / / l 17 � ro0 x15.,2 \ - \ \ \,'' \ \ i '_ Ji-, \ \ \ \ \ ..•G,• ^`y..-.. 7zo \ �� �!6 17Jo `� \x p
I" / / do \ xl a3 t ":n•""a`'`w; "1 w
\ 1718 . HOLE fTO,,, 1�V 'j , r1v i . S ,,(i�%• ry n6 0 1st xI6 \ \ \ \?\j. \ al��l, 9.3 \ )1f; 1•: ,:.y :..- \ J M1637/� _� x\ \\ ,\ dry densit Fil( materials within P O Z �/
I / "t ' J I GREEN 1 14 ,o `^a ` Eo'% i //, 0 4' / 'r ,� ' °° , n ° "°`� \ _ - -� \ ?\ \ 6.� ; � ;7\ "1602 7�`,' •- \�,.,� "'6A. \ Y building areas to a line outside the buildin areas m
Ir) \\V\\VSS,, \ 1\(( •` ` `-'��"` \ shall be (t Z
I I Ki7J,9.I4 � '..."r xCO3 �B // /.'•,`; '///,'�' , / / / \ - / N \ \ n \ \ \ \\l \ 166Ti6� ,. Y :4 tF�•e.••,C'v\ /� 711 \ xls.tl \ \ •` `.!
°1 �'�^ z5 �� / { \\ �•• / ;,. \ \ " \ \ \ /' i �: "•.; , , �.,; \ \ \ \ II placed in la ers not to exceed 8 inches and com acted to at least 98% N
1 \ dcVJ 732 %; _ / 16b2 / '\ , \\ '��) / ; , I ' /, %! ' /.: , ' t1A3 q I �. \ \ \ 'Y� ` \ \ \\` Q \\ \ r „)Jf\/s \ :. 41 r ^ \ \I \ \ '! Y p J S2
/ / 018I OAK -\ - v N / /. • u.3, ) / ) x7l T9 i _ I \ a.^ �;,'.']ry "' S' nos "lay w
1' ,, . \ R> 3 /' / , / I \ \ ti \ \ \ �, _ 1`I _ / { '�' r \ \ \ x of the standard roctor maximum dry density (astm d-698) with the u er 12 U
J�� x I3. \ 7. ( �' �- f9JA9. ..;�a.:" -- ! � • /�. �'' l N / ram-, \ \ tit' / \- \N! I I �' �\. i �t•1:'.•.-`: l.'�..�i�^.,; d�. o.li � \ )M, \ B\ •9 \ \ 37 '
.1562 .13. >' 1 x1 9\ rz6 x ' x (IQP:14.0` a. .�• %';/ji/ii�/, ,. \J \ \ O 4 , \ \ 9 \� Jx 1 . 1 S:= :. \ ern.\" — g
J.a. P PP
tt,6 inches of sub rod@ being compacted in 6 inch layers to 100% of the standard >- �-
/ V _ / W I !/'ie } /!,/ , /;,3?k» `. ' 1 xiE..l ( ( "I,.oe \ �I E6� �� ?J\ / 'L / -\� �' I I { I / / a.,.. �t a >1iI..,',n.. \ 1 '� \ 'x:.+�t•
waP / :J•. \ " / f'Jx 1 :1Q26 4 'a ' ' a /S� \ \ \ \ a}» / �s9 ,a..os ` 1 / : a:t s.,,. r.� \ \ 0 \ nZ\<'/- s Y71j ,I i� W
sD I B .w /L(0: 2,.SB N ( \ ,`L.. \ /,. 1 \ �.27� // � ��•.�;"•�%''.,'' \ \ \/sue 6� \ -�,� -,9_� proctor maximum dry density. LLI yi
Q 1 NV:� / xl� i:9x "'' ,a .a 1 \ x14.�:i� lO 9 , ! N_ q ( \ I ( \ \ \/ 3/ ?!• N \ x `sa::;� L`�:�,,'. '+ ••\ xless w \ \ ✓ t7lxie�6�xr7r,- In areas Wh@re n0 3tf Z
2 ,..z _ J,x.3 :1 " �}'_ 4 ` % ¢Lyd!;';:, \ \ \ \ \ \ /2 i �} \s. /i 1 1 J:;..3=` ::_`�'�. nth" ti;�.+„e ) -\ \---\\�x FAIRWAY uctural fill is to be placed, the upper 12 inches of in- lace z
h : • ^. , � ' �. ( \ \ I / \ \ ? / \ �_ 1 / o I l t x ,r w -c w, 1 x, w rn P i
• k` x 0 ? I ,, z � 6n, -+� as\ '' subgrade should be compacted to at least 98% of the standard roctor maximum o 3 o
,, •`M x x_ ��';",m, aR��Y.•�9� ' _ /$ -,I fSkY��•1x a83 / x INL� I �79 1 ,, I \ � I / \ \ \\f! \ � � �`` / I I N d.9'4 r''i`...; a,. .Y,..1.;MiF;�'\i [\ \ \ � W 16 1691 �f' V ) � � I � P �
1,.7 ... Y� t^ �' �; S \ - //. - ,rr,, to , Q,
. , '•''i' t•• { \ .D7 'fit': ,D x20.35 ,,: j; 2] ti I '-,/.S / ,itaL. \ \ \ xar.7s !p xTm '��''T]' ' ` .•,°;•,••:•p••^�•� �7�)/(� �q•••Ll: �•;••r xls.6l 15.98 xu.76 ,8 166v \ 1 I - . I drY densit II the 1'Yld
_, , •' \ \ \ r� 1 :,. Y', ,,.'1,�;'V .A `D S •. �1 \\ \ \ \ / �16� •O I I �x2
Y t@rial is too dry to compact to the required density each O
/ L.a ''Ater. iw,* .�. ..i'<!!. ^.t 1•r.". yf I: b F/''!, x19R3 \ R /1 ,r=.. 't i `�
N 0, ,\.B I -, ',/`. /l %i/.• xt,.76 i p. x15.56 \6 \ , / 2 9, / /� .r •n ,. 7,, �.Y:"'• �1";" S:V :. .o _� - 7' N
,6 ;,';. �i /% i •t a \ \ %,; � � I � x163a \, \\ \ / .1-N&&- -, ";L; f's: �.,.�, \ \ \ .17./Il -- ` )�, �" layer shall be wetted in accordance with com action r
/{y,. t\ I p e uirements. If the is
/ W ' - �:O;L � %'1•;'f �• �/y'�? � • c. .); \ 0, 1 '�• : (y/�,/y�./l�l ..lt•. ` }�--0Trk:t• ^ o' .'• • \ .a \ ` q
"Y \ •-� \� wl'. x19be \ ,j%f :'; ,: / \ ` A+ 1• ,. . J J \•' IJ: • 9, �� _ M �� G '' I material
d6 . ..•'s / , �, /jf /i; xIS.66 1 \ \ .�O \ "' 1'' '` r • , t 7•(rri' .;' • w ..S(�`.:.. .i ,"•:`f... 1 33 -/ V\ / NI ,,,
\' -.:2 .\;:,1..,✓: ,.: . z t_ xli 9A, " N /%/,-,�,- , \ I I ' \ \ N (� l,ta' L -.1-1 t \
w ,,. , / N I s" too wet to secure proper compaction it shall be harrowed repeatedly or otherwise
1 �� _ 1 ez6 0 ,; r .. `
xl, Ia7z •i rr,;r.C•.. .,��..+,.. »;�••;�., us.� l — � �1 rn I
t9. \ t� {>. l\ ,6 \ \ ', r! �% \ \ \ �Ia-- ._ l /, V�'�h aerated
•1`.i1 ;' : `l ilxa^ •'\' + .D i' //, '�.., ers \ \ \ / ` , i ~ 'at` is i�'r.'W'• . n:"�:W.'•: � 1 i,,. r1i�i \ \ �. '� 9.01 1 7 / I -1 1 \ Y, 1
r'x•o �.:;� �; • \,e with suitable a ui ment
NEW IN �� .,d76 \ rr,7i /,' I \ �. \ __-, 1r . \ �: r. ;- ,.. "' ti xr q p until o timum moisture content is obt i
/ }TOP. ,::. �t. .f^; ,s a, o. =-;: . -� I \ ,;/�/.� T/ \ \ I \ ,n .in,t \ \ ., /- \' JS�•T^5�, �•:>.1. �'y Yd•'l'\ \ l 010 "OAIE•G� // / I I ) ..r„ p O ned. Fill
\ w , \3 21 . -�,ae6 �>�� \\ � • \ ; ,,, "I I \ \ \ 1 \ \ ;,ZS ,.16 I r., ;,;;,, x,a6. / / shall be laced in such a manner that the surface will drain r
�� —I�,.: P,� J x�\ .3 \ \ /'/ �9, DRl l/lNG RANGE ► \ `� /
E./.R. /% \ / i,: .la„ \ \ \ N 1 l _,/'p b n :<tc,..y ,:...:" \ ZO' eo.=° ° r // /�"z, 1 P eadlly at all times.
/ ./, , / ,.. �``. ��21 NO1 �R+,Y! t9 :.. .t.•..,.. �,(��'., �.3 C B73 ( " ,7_ �'.
\ .1a . / \ / SD EW IN /-'I7- 1 l'S9` ';:�`2}/+3 / / / \ / x,6A2 \ �� \ \ x,z,c't7+ ' ` / J /l^ "SlTa,,p,Y't':.lRRij`���i•!• %19.9 ` i // 3` (8"OA�y["° see structural notes and soils report for additional requirements.
\ � / ` / x16A� `1381 + * x�3. T P:II 2. \ `6' - ' / I \\ \ \ / M x1541 ✓ 3/.a \ N \ -- t l\\, W,. xlb.,! / \"r Sl •.. �„'•. 1 -.,i 4 C, �\ ", \ ( '_z.3/i \ ��-': Y `1
72 x21., O.t4• . •� ;.
\ y / "1 - -�./ C \ :' xlb J 7 \ N 0 '�' / \ l�lA��,.w".,�:iA.'w :C:'- •%`: . : x3aTi .9 N
/ \ .1,N./ /I \ IN \xlta IYY.: 'M" �'-27�" / I \ %� r- M - " N � 20"DAK \\I8g �/ \ : J„ r....•.��".c•i�.•'.�Z, \ \ 1 ' Zan \\
z (/ .I, en -�q LET %� ) �1 / (\ \\ o / I C) ro N �\ \ �'a >^' ��, =x' \ "a•'1a \\\ 9. Layout: The contractor shall rovide all la out re uired to construct his work. 1J ■
�(,� / ` xl6,V x11A7 / ri' TQ 13112 `. / ` 6A0 / 1 \\,. / //-\ I I t7 q"• •41:�••.�'_:�1r t.' 19.35 , \ / .11 P Y q
Cal \ alb ,2 ' +4 3 I \\ '` I i- �.E1/ t6J7 \ \ -- ` � \ \\` ":� Y I NI \\ •'•,t.•�i✓.. * ,.',.,pMp,�:...,. I N \ �l
\ ` "^' / . � / / t / / I .l\. \ 9 I ` 78 s.oa\ \ \\ �% / ' . to 4: "' ••' \ lase �6 \6• \ I I I �� �/ 1 \ \ 1 - n d'
\�� • � \ \ \ \ x23A7 1 ' w-::�";:=;' ^,•:'' .Ig9q 1 ,�7u \ 1 j am .. ,.69 \\x/ 10. The contractor is responsible for the location and rotection of existin utilities
// ` \ TTJ6.13. 5 ',�,12A7P ��, /�(/ 9 t (' / "�.1;7 \ /j\ \ .If.3a ,6/ z1623 �.,1 7,j,� 14. 2 K N ( Ctr �''F' w. o N p
/ \ \7,�.y_,�/� P� a.`o6 ^, 'Sd; ` v 1 / -',.- > �., y ti Q - s,vC��I s•'• 118 x16.n i 3 \ �./ �'•� \\ �`• durin construction.
w ""'\ b / Intl �, ... .:. 11.8, 44 xIBBa \ \ \ V - '! .7, \ ���._ p, Q1�a6 I• 4 / xrr. �\ 01
\ ` `1 'q % • A i I / / / . �9, -a � ` \ I I \ " / , — °� °� \ ^' � \\` .. r .�} '� x �s \ s-��'f 'Z\ \ 9 g CO (O
911, \� \ xl,b. xt .,9 I ` 1 ' ul / /� / / $' •' / \ I 7J1 xt9AP 20.1 / \ B \ �� \ ,'`, S t 'T3� ,7" \ \ \ 2t67 �/ -'21/ Ayt C 0) VI
\ (<\ / `` ""',>39'.s,-/ \\ ".'i > , i .y1s, 't'cv": \ \ �" - lees \ 2333 015.OAK x�S ,?r\\\ \ �' •�A �_," •- /�' �- \ �- / / 1 \\\ ...
�- 1 1jI ! \$' ` \ / vd2 v x 16A6 79�� 0/ '--'1 . / '.' \ \ \?J ' \ d ?l ? 1 \ /
` 1 ' l3 / 1 / \ I 1 " ' 4 c��c� \ ,T ? \ \ 1 1 16 \ / ?% �y
r.! •LYa�'-: / i \ \ x \ _<.. PRACTICE GREEro \ %, - \ \ o y ��--•� r•�: 9z. 15.9,xIaz7 � \ \ \ ,_�1a7s \ \ s\.1\� �,C
�` \ I -(/,']\a ;1;;.'c:.'<' EW INLET � / r' . �II'96 _ \1 1 ;'j \ \? \ \�, \\` 1 _ x1966 20-. 9 .la, \ \ \� \ a 11. Existing boundary, topographic and tree surve information from surve b
i, / .1a69 II :.xt:,:{``I' T P.12.58 t''z s xvz7 / .: - "� '. ? ,,;• � --� cn o \ Y y y
use Z 1 \g . -, r v6a \ �,i3, rt.. \ \ - 0- xI . 6W ' s �' O
\ \/ \ I �/ s�Nr�� \ ( \� m , 6 \ 1 1 \ �\ �, Al, \ �\\ -'" 1 \ \ I \ \ \ \\�`�\\ michael Underwood and associates pa and provided by the owner. pry
\\/�" 2 �- 19.00 1. ?/ '1L' 1323 98.-- 89. ,
.-19� \ \ 016.OAK -21- \ 19-- N
1 �.01 -\ ••-\ l x1622 0 \ \ 6 U
_ c /� �•\ rn
cA, ` I 7 $" .• ,+.79 \ � \ ;tr, ., / m 13 /. SJ - ` rlr, x",t1:r ' N x1927 \ �\ -??\\ \ �rO \ \ xzoJ- \
\ I \ \ < . S' I ♦ - 2Q� , `/ _ \��a7/.__ ' ✓ /. ' . \ �/tt \ \\ \� , __ �x19.19 \ \ \\ \ pp
tr1 ` U }q3^'i •: :: 'x 11W 193a j9/ \ \� ...+ 195 \ """ K -- \ \\\ '1 x,726 19 �.\\�l;^�.
•.rr``"; ,. 1,A7 0. ^ -� /° PRACACE " N-- -o__ xz2J 24— \ 1 1 2. The
I I .(6 . 1 I ` 1 .r 'a -6_ contractor shall ver y dimensions at J bslte.
N. \ O. a.r :, �� \ \ \ '' "96o \ x16a3 xl,b' 1 - GREEN 1. I �a�E x1a87 \. _rLn Jr' -� a is \ \ 01 OAK \ \ 1 �\ \ \\ \ \+�- / ! \ \ \ / / ) a\ a,\?7\'" ?e•\ \ If •° O O ^`
!Z ` x1..16\ \ Sc,B::'`.,� 1, 2, I \ /y 1 'i:\ ?. '?
\ : r...• i\ x Ra.' / 17 `"'O ppAA \\? \ '9 -i 17.11 t0.3 \ -� " 14? CF) �.., W
. uE. x,i.37\ \ � \ \ -� \ \ \ .o \ :� i -/� \ \ Tc¢ZJK '016"OAK \ I '-� J\ \\ \\, \ \ ,n xn37/ \ 090 f1. w 29 �,
L /SEE PLAN FOR PIPE \ \ x I \ \ / ,9 6M11 \ �� , ,�Iy \\ \ \ \ \\ \ �\ \�� \ x011 V o p/ \\\\l%, 13. The contractor is responsible for the coordination of relocation or disconnection -- -Y
\ .vrr �\ ,_ ,9. 028"O K \ \ \ 14 N AK / \ \ xgrl �,,, z1Aa N N 1:
"IAa \ / o " "' of all existin utilities with a licable a encies and authorities.
ORIENTATION �,s \ ,
\7\. 1 :_/ //• x2206 \,`(_Y17_ 4 I �Qf �j)
\ \ \ x1670 \ �� \ \ l9•,Q \ \ \ 0I0"0 .19.1v / / \ \ 9\ \ \ _�.- - - ' 1 \ / \, ^�0.67 .19.6, ,\ \ \ 22\ \� \�, / /-' -_ ` \�\ \? \ ` ,\ / / / / 1 I I Q r2 x2oA 'L"' �S.zL I I`� t' xz9.99 g PP g w
.� \ .� (� 1 .. f5 \ \ •n1�7 \ /7 `n 1.3"_ 9 I a93 \ -111' 1 \\ \ \ ,, u7 � /J \ ,l �/w .i Z "xoo t Q
`• p V99 \ / xp,91 aY �'� 19.t. ., �•IV \ ;y
11- \ xv.7°m t r ?o \ / 19x \ \ \ `, •9 ""^ 1 -�/g x20.94 �- z.A°'- E Ics ? (• W Z V
\ \ \ \ \ \�, ` / \ \.- \ \ .17J. \ \" \ / \ \ x'i 14"I.NOAK �,t/ \ \ RSA \,,', \ // -I �\�r.,936 / / /,yg'�\�� a' 14. All areas shall be raded for ositive drains e.
`` xt3.7J , \ 1S I `' Y ` xa3.93 \ ' \ / ✓ \'/ 'D \ ` \ -i+1T iAiK 1' \\ - �, 1!nn? x27, I 1 1 .1 9 P
\YI�.92 \ .: ' \ \ 1� \ \ \ \_ ' \b .etas \ \ \ \\ . } ••." ax `• ,\" `_� - \\ x2a9i:' 1,/ ?s� \ \ :.1 <,. G X
\ \ \ �593 \ ®' .. 2�0 �'.i \ ea67 ` \ lB \ \ \ { \ �� / / \ \ '{aJl� / r ', Y �.'- N /'�, / / 25A6 �a g O Q 10
\ .I1A2 1 x1927 xzoAS \ \? \ 10° i •i v'• . 2yi+• .: .: �Y .... a �\ xt LL
'1�19 \ ,":'.:, 036 OAK x1926 \ / 3 x23.16 S �5[ \ , �\ &•'e--•• 15. Contractor shall note that earthwork quantities are his responsibility. Plans do
1 / \ },�y \ \ \ \ 27 x2012 S \ ss!� lg \ / 4� 1� \ 7,. 1 • «i3: 7. ,.._, .. \ C / / rJ ''iJ,.. .t6.37
F / iv T/ ""V \ \ \ \ 2 '1• / \\ ,.I . U.311a B, �• as , ":7 n, . ,
I�/ /i J r eoo \ xl9x v x21�tZ / \ iw r�� .+. _
O�O� �/��' 1 �J \ r ,/ \ . ii. , ; ' not re resent a balanced ea
�� _, "s \ :1: > . y {, ''"" . I2299 ////J / P rthwork condition.
,/ \ \ \ xL,;'„.'u. ?\\ .nw \ r'O \� ,/ , ~a0'•8 \ / \ \ \\ \ / ,- ~� �.� 1: \-) , �r1 `:1h' 'all I / /�'` ��'':`, ■N.Mc "'�1<S'' :A'� ;•,
CASTING / I .� ) \ \ \ � / \\\� ',:�•,=.• sib? y7�,.5/,` "V� n
r It? .v. � rn \ .1 ` 173 /%, o \ \ xea7o O.70"' K •, :9rx�,c`:. 6 ',,:•'C'4"' a r/% %.%'/i /,'W 'g oo K�,.
NOTE: 2 X 2 DROP / i 3< \ ` 22P1NE r \ \ ^ xIB.7I \ I t \. \ \ \ \ \� I /,'/'�. ^r ro}
.1761 1 b x2236 2/ ` \\� \ -, '' �:`• , Tw.: 1.: `•''./'�� \t.'Y' / / /: / L.
\ \ \ 010" a \ \ j. RRAC71Cf I /� \ / \ \ .26u \ �\ • ,- 5,a ,a,.;•,�,;•.�;,; ,�, I I . r, • r , , //, /, i i I xr, 16. Reinforced concrete pipe shall be class iii with rubber asketed oint or ram 0
INLET FRAME &GRATE I m v � \ �2kzae7 \ CR, . 19.,6 i A, "•/%•'' r/ :, / /r ,/, „
SHALL BE HEAVY DU N IN \ 3' .Eas7 '\ /, r9 x�90 \\\ \ x16 1 I( J ' i, i ' /' % //%%/ ` Z
ET 6.a1 W
TY — P:14.48 I / % Q \e \ \\ • n 1: a. r r. /• g f 3
\ \ \ \ � �, , b�/ \ \ / \ \s \\ \ »; _::•::; / /;./i !/;. ,%/. neck unless otherwise specified on the lan. install er manufacture ' 00
�� c£,,, '.19 ea ,,,,//,, ,9, 9 21% x1960 •i9.0 \_ . e ,,l•• / //l! /�/�
` \ \ �. Lt'. aO aB.� .1039 �,/ - /, ,'RCN :. `G'J,6 QAK- \ \ IC .iu 1.. � l �!:'/'/,: �. �!/ , !, . // J/r;'/ !• "81�+ P P
CONC. COLLAR I , 0/ IN : \ \ i1 \ \ 9 \ \ 1 \ / \ ,n, �` \x20.W\ 2too\ \ \ z369 \\\\\\ {\\\ // `f .i '/� 3 \ , re uirements. N
I '` I - \ \ \ \ I : �, //1 f ' I / 015"OAK \ sTa,+w`;Zr. . tqi / % , // { /%/ / / %/ le LrJ
` .v3o .faze xiso6 tO a \ \ \ "�.I ° 1 !I' 5"-, / ., ' / y PRAC77CE \ / \ >•.1.� !a:L^y,n \\`'w !� , /. r �'// / /,. (\
t 7 �/
::-
( \ \ \ x1a29 02 jOAK \ x,e.2s .� / /Ia.3s �;/,�I PR.4il /% / ry!i �" \ 21 \ \ \ \\ \ .'.i:.•• rw'`,a 1 to \ ,`,J f / Y7,j %/ :,�/ i �; ,,), ;
I \ �— \ \ \ \ \ 1 L ay/ /CREW /J // / o. GREEN / \ \ \ \\ ?.tyL; ..t i•; 1 r.10 11 /%v r ,, I I — // \
I \ 1 xa52 4 / . , , , v3r I x26.23 \ 1 , %,/,/,, , , , /
{1� v \ \ x19A9 P.: . / .;/'.',:/,'%1�,R1. a f." �'°:n, t•. / .r
\ \ i , t\7 \ \?p \ �;%�-14:6;' �,a3, J� j // ! ,/,:•�. !��/ !%;,,',�'; :7p^^.'.', 19A9 \ �+\j\� •;'� :.''��rr; { •>. { I I !,:.r ; ,,/!;!%• ,/; / !.,, %, x,� 1 EROSION CONTROL NOTES AND MAINTENANCE PLAN i Z
PLAN \ :. : T7J .1920 \ ( \ \ C \\\\ c - /.� " %„ /%
p \ - xeL73 I At '�'i %_, //,' /7,�' ` / to \ 1i..,•• •'9. n i 7' i N %/ / ,/ �i %•, li. E7d1
\ \ V �,. \ \ B ,\. 'J xl&19 1 'i zt J,. , g 1�: :p'. xzan \ . A^: Nlx 3.I - , J /, ! !,� / ' •I
\ \--! 1 ,.... x21.7a \ �rtam, -I a.se ! / "'' !/ ` b3 N,• x ro xr1.. J 1 \\ \ \`\ \ %� , , /, !,f ,! / ,,,.
x1A63 m \ u9e \ ?, \ ; .: - \ / \ \ \ \\\\ 7F1 - p 1' , . �` �'%// //�/ / , / Z
\ 12 MAG 1 NEW INLET \ `- i--.,7.63 \ \� \ \ o a` w 20-, I / N \ - -a \ :�' \ s+.: /. ., ' ' /%� � % 1. Install erosion control measures before berlinninl7 construction or as soon Z
b 12"OAx TOP 18.0 'O x`xi". — - - tt ; , / ' r 1 ({\ /.. !.' . ' .e73f1 6\ :a \\ \\ :' •.. ;, \ % !�'/ ./i/!r///��Ji '� ;'• 7 7 `/
2 \ \ -) \ \\ / l9 19.00 / �I �� .. Ct it, �q 1\ /!I' , / , ,. ' l/� 27J0 i
ELEV. VARIES ° �"oax INV•: / , N I za.9% / I / / 1 \ ( \\ \ \ _ 1 \\ f/ %// ,1.1 �,;!r; "�7i thereafter as possible. All erosion and sediment control practices will be
�. 4" AKO % x16b3 / .2L66 -_ \9 O .. -: / 7 \ Rf" ' ` 1 r / , I� // J.;�'
�`s- ` ' a % ' "�`'`' checked for stability and operation followin eve runoff- roducin rainfall but Q cD
61: 12 L n - l,. \ x,e.e3 1 z \ 'r A'� M • c �\ \ /. ,/,r ! ,�/" �, ,
p 12'MAG LL' �_16_ 1 JS z< - �, \ \ / 1 xl9b. i /.zo.6e / / E1E2 261�� �- \�'o'\\`° �•-, `' \\ °' ' / / i/,,�'' ' i// / /
/ x7t3s " 1�'- NEW IN /•. o'rfacY \ / / wl "�°e I "� �'I•b+� /,//. J / �• ;-,�,;, 9 rY P 9 Z
a,,s .� a /s oP:15 2 x,9.7e zz \ `�e.91 / "2021 ® ) - \ \\ 7'p' M \ /; / ' .(�/ ��6(A in no case less than once eve week. An needed re airs will be made
PIE � � / I aS92 / \ F 30"OAK -N / x21A1 24� ?i yr 1 ,2. 9 / %/'/ /'/'af f
PRECAST SI E / r 20- -__ ::r �D I 1 N IN o . \ \ \ \ ✓ / x2330 - 263 \ \ a l{.�,�4- \ i %"'' ;/. //,.,; ? �1 rY Y P w
~ I ~ ~ ' '\ \ L,f f .M 6 ' J / L39 / , 791 p1 \\\\• \tS1 ,1}/s 2 -G immediately to maintain all practices as desi ned. J
OR 6 6 `` \ — , \ \\ �. ��yyyyl 08 \ \ / zyy � / 1p� \ `i "�"•\ \\�� ',/ s� -�-� N Cc
BRICK MASONRY /, \ - ??,\ / \ \\\ , �.>17f�'. ITOPi`9.90 % :� x22Aa \ \21\ -- \ / ' x1934 / / / 1_.."2290\ 2Lq /,�, '; i�HV-'•' .�27 ;� :j t� \ �t \2\\\\\'.•AMµ , Q 6,O�,p\ ® f' �a� ) J\ 9 \^r J
(/� ` / \ 'AIAG xzls7 {L3^, l f• \ 2y,6p �2 \ O
W ` ? \ _ a\^IA9 v � 19. N 2J '?i / N - 6;. x / X n{ •,R^ / / n. \ \?6 \ \ .,..,�'Y'..'r`. \\�''.? \z39V !�- ?� w = Qi
1 1 a`i,, �v \`� 2. Maintain the ravel construction entrances in a condition to prevent mud or
.lea§ 1 1 xza5=\? s\\ \ J� o / \ \ .xn67 \ xzaz3 / .i3„ .,„ , •�6�0 �. .h / 9 Y \\N \\\ "f Y::. \\\ -�/_-- 3y' g
R23.%` \ 0- S •;sr x e023 0 26,9 �j �• '. 285, 9 ::' . "" ,t /'�
/ry'-� {a, 1 \ x20�a , ti° / PRAcncE / / \ - / �` .1, \ \��� ��'' t�;' 4i sediment from leavin the construction site. The contractor shall ins ect the
FLOW `' ` ' \ \ x �/r 77� �2au 7 1) a E Mi 1&], 9. �.tz�1 . x327 \ \??\ \ \?0 / / .x s9 GREEN La, ry z6a42396 "pv M / , II aia: t.� \\\\ :: ; •, " \\2 _- �j ? t: ` 20. g P
\ 1 C
1 • a
s��%y](/��� ,['.�@}'\ ` qp �1 ( ^;'�,:.:• -� i .;,,. ' c- ,,•,,-:'�:< ` construction entrances on a dail basis. This will require periodic top dressing
4~ 1 \ \ ///ice - Naa /�x 19 \ 1 --- - l J �2� ?0 1:ULA'- `�Y� K \ x22 \ \ \ / L\ ^'/ .22.17 / lh I1 \� Q{ \G (�V.' % [P 2,1, s \\\ \ \ ,' y
\ INV.: l9 e �_2 E'0h"'-^, .273, \ \ Tat / .E1. \2°.20 \\ ..+ \ r5 mac.' •3'•:h . 7.":. .. 1" // 0</
\ \ N \ C 9 ,gip / / INLEt\ pot \ with additional No. 4 stone. An objectionable materials s illed washed or
\ "I ' 1r� \ ` "- \ / � x (2028 /x 16�28� -Y \ r 0 .. a z, \ 1t' -.1 /'. ,C ; • /%
�' / x19. e� \ 2° / / --� Ao' ? eT'.o 11 ?i,j-:S4 . Z .Z `, -- :'`:S�'.`. al / l i Y J P• r ,
\ zL bL�.48 / —23� \ 760 / 1 \\ w/•'" na �/
\ \ " \ \ 0 1I,- x o \\ \ N x19bB / "\\ \ \ # •�_-•• - ,, ;;x; �/ tracked onto ublic roadwa s shall be removed immediatel
� r' ^1 \ I6 9 zzm 7,J \ x2o33 � / xr7.a9 .21.t n + ai �:• \ \ „.� + �
2 \ INV.: \ \ \ / P 15 \ \ \ \ `\ o / / / 66. / / / zeo, 9 \ \\ -,-1." .•.,w:•dy;{•.'"YA'" < / 2� .'��_ � P Y y.
\ x2a71 x2027 , ; /', e331 / 7••' /
O 0 Pl 9 •rp ,6� 9 x2t33 \ \ t;'� t.; -_
3000 PSI CONC. ` r)s '\ \ \\9� / 'J/x I�t: I ! ` / / \ ✓t: t1, /� 2
�/ 3.-m 0
4• .w?�O\ \ ' 'TNVi.�' 1 \ I m\\ \ N \ \z`'` \ ??` ?i\ .tz ; %jr:•,/ /, / /; . ++ ' / \ 63l f�, 3e �,\\ \' . 2•-t, "// // /- 0
9\. \. \. \ � \ \ z / xzl.lz / J./ ; !//, /, /, t1.97 ' xI -,; ; . G s3 rn Z, ZZ= 'a'T 1/ 6// '�'
3. Install erosion contro m
\ ^ • ` - .I 3 MAL22 22' \ \ ``\ \ \ PRAC77CE / / / `/;! i / / : i,,. /, •,"\\ G..: ea95 24"OAK c,l \ � 2
` 1 \ '/ / �- xl& �laa1 ''\\ \• / x \ \ *'`' .21. ; ;': •�'%',' :%:!: �3'9° ,1,?ii\,'�'' by 2�'s, %."' '/�'' c \�'.; ° .-' ,, \ �,_ =.=ice y/i/// �..x, -• I ensures around the drop inlets as shown on the plans
a 1 x \? 1 ~ z"zl \ \ .zzs\ I- GREEN . /' 2 I r J^0.{3 / /: - ; ;/, e /. /..!i :' / ,,; l"-.-, .'i: . !: = P Q.' l�:'. ,'. to o• \ \� 23 =paw r 1 „ ,..,
q/ z19b2 x,,/ / , 1626 tr \\ 0- N ` \ ` x2 ;�. �. ,;;', ,/ ;�. r I _/' ` / ; .; ;,� 7 �. \e '6- x-,5 \ �\ �` �i /3a16 :', .• to trap silt during construction. Ins ect the erosion control around the inlets Z
SECTION 6jy \ ( ! 6 \ \ \ - �6 x ev .1 ' ' / / /i; ! %, %. r 2s7 ^S ',/ j &Q, �2 \?d= _ _ _ / P
O' \ \ .l7 / xI6A6 \ /�eo�i'2\ \ ?3\ \ a'1y/2z� ...',. \ '/`;�., , /,!:;'r/,' / , /:'. - ,�' is r: / 4 G SANG ?�q\ �-'28- = 4, h
08Z `` \ \ {9 \�� ,5 , NEW INLU90 x17. 8 \ 1 �4 \ \ x �r= -- x2,.,, - /„ /f,,:.:, ,,;„- ;/;,-�; / ;,,'i f,:.-; .�,i, .\r :. 29� \ \ _ .�-.29 - - __ :2 - -a after each rain. and make repairs immediately. Remove sediment when it ,
\ ?o\ /2O\ \ \'s \ TOP:15.87 , \ .�.,' \ \� " \ ' 42ise2, _-2�/ / r'r' %/ ,,i/:.. ,/ / ;i:y/ / % ,/i:/i ; // l2/sav % , : ,>! TRAP .a%56 becomes Brr d �.
DROP INLET DETAIL 70 0 \ INV.: / \ I ry \ \ / \ - x2L09 // J ,,,',, ', :/ / ; .;'/, ," ,.9,/ /% j ,�, ;, ; , %, .�., ,� I_ ?s eep to provide adequate storage volume for subsequent rains. ;:>
?g. h / \ x,66z �x2L.9 .2121 t9s \ 2\ 12 %!,// %,: /,.' /,r/;s0 , J % / ///,,: '//s,taa N o �3 1$1 n
d -` / \ \ / / \ N _ / /:/, , ! % / ; ,''%;h Remove and re lace the rock when it no Ion er drains ro erl .
NTS / 27/OAK \ x36Q /� C -?, y { \ \ / N / 22.j% �;.. ,, ,- /,E32l ja / sa, ,,,. /,' ,;, 6:, ,,/r !, o16' /tea, P 9 P P Y When the
\\ �i1 1 \ xm\,9 \ \ A, \ \ /22 :,.'/ /%/,i;'i: i/!i/'//,,f�' I0 n'i',:', ,%., :/r,• \ contri In
/ \\ --,s , ( �/9_ -_. �- .201I \ 6 \ / % /,,.%;' .', •;,, .. ;,;..,.;/%-,,/://. / '-%%'% ,-ir.' •,/! - `r;,-, ;'... 2� / .. - E / but g drainage area has been adequately stabilized, remove all materials
//.19.f10 '� \ �- \ / -? �� "� \ \ 36 I (\ x20 / �� /%. . i11,/!11 �` ,- �ii//!�,•// i%/j' /:''/ r- •; ;'i•' '%r1. O 96 :v ,'J'� i
ties bAfri \ \ \\ \ \ _20 \�,\\ _ 2tz9 \ \ / .2L3. i ,, , o a ; //,!/ ,,,, /i' �ri;,*v/�!j, /; i;.;;.,,; \\ x y, •ss / and any unstable soil and either salvage or dis ose of it ro erl Brin the
/ `sc9• 026"OAK �\ ( \ -NEw INti� \ \ / '' ..'•% yy '�/-'.• / / 'US' P P P Y• 9
\\.. \ �-• ` _C' . '� \ ° N disturbed area to proper grade and appro riatel stabilize all bare areas
/ •�S;#�` I "ti \ \ \ .1636 '� OP:FS. 7 \ 19-" �Z2-- r \ \ \ \ xzL9y' / %� ''! �t/'�.' /.: ; i %/'�/ %., s.00 /:%i / ' CI /•/�lS'.. '" , ,11 / ;!' �;.'// Ed3o I P Y
J« 1,��/ .1a,o -2l ° a,b : / ' , / 'i i ,,A ,% , / , /,l / . /' , , /�� ' .l /i
/ �20A9` \ \ NG1. -� �- 9N`\ � � \ I 2 .22J / ', ' '' / %;; / / '// /' 'i// / �; % .6 \ f'', a dro
\ \ �i1 : \ w x+aoi — L, 2 y , , mj r j ,,, ,,�' yy�, , X' '' 4/// J / !// / ' , around th inlets.
\ TAO. \ - �. \ \ x21A7 ,1/ i//•`V' / /' �/ �, / ••' P
,� rs"oAK ' \ —17— +.rC 15.50690 / — — —a8— — �a#� I �" / J� /i %� ✓/!24 /'C1i '/,:'i/' / '��'��''% >' �r�/J�/%'%'r!il %!�'/ i/ i / '/ s7L4'.
/ J 0018"OAK \ \' 'm\ \ INK:'` ''6 /\ I G' /: h ;/; r! l , 'i %/ ,iJ f: /,%/ / u3 I
R, ` \ 8 x17.71 \ .v£ x176a N 1 /'/ //.''� /N.t 0/, '/�C!/-, / / //''-, .;,j%%/, �: ///�/, ////• ;,,i/,//. //f/�,
/ o J �jj A /4 / / , / 4. Sediment will be removed from behind the silt fence when it becomes 0.5 •-
` . 26 \ \ \ \ 6.70 ` / / / x�3B x2L13 IYFJr'x2e !_/' !r-'' / �' / '�\GJ 5, F'.` /• '� :/- / ; ,7/ i /�, j ;:; )
-1 -17" B4 . ze ).2°. PRACACE ' '" '', 0 / '' '' % ' / ' %%.' . 's9 ; r/ / " / •'/.-' ' ' �'' '' .��% ,' '%' if` ��' feet dee at the fence. The sediment fence wil
/ % / ' visa=:x' e 1�'' / j e / ,: , x269,/ "'' f J 3 P I be repaired as necessary to `
. �I ` \\\ \ S ` J GREEN %/ /', ., ,- ' /r�/ /', ;,� ,, /.... /; ' :'i /i , '/•''!%', //;!!/ /
/ \ \1723 / / ( / / C' 6/ / ,, ,, / _5 , maintain a barrier. Silt fence stakes shall be spaced 6 feet apart unless a i
SCALE. 1 = 60 / 4"OAK \ _ a ytty I \ x I 2,1 1 , 3176
/ \\ Bb9 16' �. N6W INLET ` Lt.12 211 22.38 `'ri'•J,� , ,/ / ti -/ . / �/ '/ . ,,1 f /. '/ 2
` \ \ \� / ( \ — % ; / / i 1 /27A7 ///`/ f i / / wire backing is used with 8 foot stake spacing.
\ �401W :.r Top:I .55 � / I I � , 1, , j /,i.-,' // •/ /,/ J/ % // / '// - ' / 39
.' .199, \ ,::..- .,a __ 15"°A 1(, "+ w 2. '% / ' ,//, / / /ir //,' - , / .�,• ,,�s <; .k a69 S
r r r / a9 \\ / , J3 ,a.' f ' __???-� .2L,9 �2�•/ /',; ,: '. !' / /' , '. : / "i',; , !�'/ l / . - f/ f./ / - y .a" .•, a. 2 5. Th
0 180 < / / ao'% \ \ ° °" Al� 1 _ J \ ;; 1 3 ' e an le for raded slo es and fills shall be no g
0 60 12 \- ,., x23ee / 9 9 P renter than the angle that
x173B\--'24�x2 7 •j / ' / iJ I / l / 3 w4 { T'
/ ��\ '''' \ \ s / -23 ��� \ 2�6h;, , ,, / /'' i, /',' Sx � ' ' 2830 can be retained by vegetative cover or other adequate erosion -control devices
/ \ \ 9.., \ 6 D 1s- % 1,/ — .,.,,, "ate \ xzz.3� / / / , . /des f :_ , i,yy/, % / , 'i 1y1 21/ .. ?� m .
( or structures. In any event, slopes left exposed will, within 21 calendar days
/ �` \ 2�z3\ \ \ / \ \ NEW 11NltEj I T ��.71 2,a°� \ \ ; -, : / '// / f , , / / i /i / f , '/2 ' /. nn"Y • i
�.�., \/ iTOP: 5. ,/y\x $' ° OAKCUSTER z1 `: /,.' ,� h l ',', ! .6 of completion of any phase of grading be planted or otherwise provided with
,�,: b ti, 2, 20 OAK 2a,e \ ti Jr / / - ' ,, % DYE CLUB HOUSE
/ \ /-- .17A5 ` / -_ / //-' OS r / r t)i6 J /
\ / \ \ \ \ \ 4 i 1 I i / / / ?< ._--.2a9a, / / 0 temporary or permanent ground cover devices or structures sufficient to
` \ xl 3z ry / \ r- 2aD3 ' o / -// / / '! s T 28A9
<'/ f> SZEr s< p�, MATERW„ w ` •J --26— �-2sA6 �26 1 :aa , .� r ., / , • 06154
/ ` \ D ! ►AM P'f1F \ \ / 1 2 , /, , restrain erosion.
/ ' \ To°RM / I I I ° X /° z°roAx 1 I h /l "° ' /! '/ f'/: / �" N.C. GRID N.A.D. 27 ACCESS SI TE FROM LANFALL ORI I/E
/ i. DRAI IN FAIRWAY E1E _.„�, �t, 2,32 22 � �1. / / z, _ 2;/ , N 175340.7988 ENTRANCE THROUGH CLUB HOUSE AREA 6. All dis r
E9A to bed areas shall be seeded within 21 calendar days of disturbance. DES.
LEGEND \ \ \ — ( 2 \ k `o xlv3,DETERMINED E1Y Ng/ / i • N ` • i = is r/ / 's F 4
\ / \� 23' ' \ (:(it�i CCT, OIi 8` d o \ 018"O ' P , r29 i .� ` k
/ \ \ . ��� \ — i1 m� j `� �i!%", .,; ! /r , ' / E 2359335. 4493
N , X SLOPE,0:8X- ' \ / I b't8"DAK` \ �-24- �"� \\`>+s.r /.,%; //;' , „% ' / off` ,;. jJ , , - All seeded areas will be fertilized, reseeded as necessary and mulched
\ xxaJ6 \ _ - INLET P ON NG \\ , ' r / ' ,/ @ / /��'/ 4" E° 3?B JPN
/ / z \ ,5 \ \ / DUFiI �i x2323 \ 2,;1;;/,,r',' /,;; , rr, ; i 9/ s�03 according to specifications in the ve etative lan to maintain a vi orous dense CKD.
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/ ?/ m xza3. l2•iWINOAK 23 _ "\ ,1,y - /'
/ ���� e.� ; � \ ;',�' ':. met \ NEW INLET 0 x �'� z \ /��/ ,-�pei'// ,e,f / : : ! ,.; � 1
\ \ / / / \ ,- axz°2a'P�r E o J NEW I .76 �, O16MAG x2716 \�\ '�/ d Q; �, ; „/ ' � ` / k� i 7. More stringent measures shall be used to halt erosion if those shown on this
\ \ X� ' j ,N,\ / / 5 5 plan are not effective. DATE 4/24/07
1 \ xme7 xm9. lNV.:18.78 /�' I \ ` / K-� 'i 1a '' �iG''i' '%, 692 '' a." 2 5 �
\ / \ / �9�`` I .2j9A,- � xzL.\ \ ` /`L� ^, '\ ''% / i�f : 2A3,
V / / �� � <°. a� I -- .) ) "2'�` '' ;� 9 w R. \ 8. All erosion shall be controlled includin side slo es before the ro'ect is
\\ .ia16 / 29 1 t 9 P P J
��1 r completed.
\ / / ` ... < I / F +�a23D 4 / / 3D 5`•`7a { `
wy I .;s � / °2o"OAK S o s \ 9. Remove temporary measures upon completion of project. All permanent O 4
\ \ ' \/ ` �. I ,.r/. , Sal ><2a.06 x27.5] �L`Qp�
\ \ / / / , za,a /, ,� -24-- /2y 16OAK / / 26 measures will be well established before project closeout.
21 , : 1.11 2 I V q
\ / / / ♦ ` A5. ; �\ x �� 3 ° ¢' ,/ / j „� \ FAIRWAY J10, , ., 3
\ , \ s\.. r,q \ Z9 ` \ I ORl DING RANGE, 3� �..a�
h 90 / , / CY20 OAK s .e. '� k 4
\4� / / / USX, / / Sg5 \ % and CLUB HOUSE �— A A o 7 �.`
� wRe NE.1 FOR sovlor,w slaac ! . .�
\ / \O .Q�. I /:" xzs.zo €y: • .e729 ', \ , / ` 'b 9OVEMIO OR mm 81RFROM "N a�
�,, / 6 24.79E TOTAL ACRES' ; FLIM F/HNC , �� �. ,c4
\ / ".f% \ / / / _`rx 18""PlN£/ 0 ' 116 O "j V
\ \ \ O \ / / ` / '?� r P 24"OAK ` 2SM xnI ' i \ ' I�� 0 � \ / ` i°G -DRECT 1, OF SM Mf '• T 1IVI1
\ �Gw / 23.93 T,n q, .,S:' EI. C!5'y \ \ / Vim. 't i! 4rCEEP.ti MUE
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\ \ / '97' k6 \ !�' _ �- \ ` A3NA "� FCR O SIRE7�'IORL � 1i f `
\ — 1 Ns NECESS r ur Fraec POUF m POST. " "
TOTAL SITE AREA: 68.276 AC / / / /, E.I. '�. .56zy \ , �` — -- _ — a ��� �„� �F� ��
LIMITS OF DISTURBANCE: 7.884 AC \\ / / / \ / — — — 3ELF-FAMERMMANKETML '-� "'~ T
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TEMPORARY SILT FENCE
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06154
DES. P B
CKD. JPN
DRWN. BLC
DATE 6/4/07
C3

SPANISH
9
SEDIMENT CONTR t 3 I
STONE 1'-6"alffi [2'
SECTION A -A
MULTI -DIRECTIONAL FLOW
INLET PROTECTION
NTS
1 /4" WIRE MESH
- 5' STEEL POST
SELF -FASTENER
EL ANGLE TYPE)
NOTES:
1. SEDIMENT CONTROL STONE
SHALL BE #5 OR #57.
2. WIRE MESH SHALL BE
HARDWARE CLOTH 19 GAGE
MIN. AND SHALL HAVE 1/4"
MESH OPENINGS.
4 GA. 6x6 MESH o m
rANDARD FABRIC 1 LE
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STEEL POST
WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8" DEEP & 4" WIDE.
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
000
000 6" PERFORATED CPP EXTENSION
2.5' 1' TYP 000
000
000 #5 OR #57 STONE
000
000
000
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NLET PIPE
FAIRWAY INLET PROTECTION DETAIL
NTS
SITE WORK NOTES
1. The contractor shall visit the site to become familiarized with field construction
conditions.
2. Contractor shall coordinate work within ncdot and local right of ways with proper
authorities and shall meet any requirements as to traffic control and connection to
existing streets.
3. Clearing and grubbing: Remove all trees as required unless otherwise noted to
remain. Remove all stumps, roots, shrubbery, asphalt, concrete, structures, buried
utilities, storage tanks, etc. within limits of construction.
4. Stripping: Before excavating or filling, remove all topsoil, wood, leaves, and any
other unsuitable material.
5. Mucking: Remove any soft, organic silt materials and existing buried construction
debris as required and fill to subgrade elevations with a clean select -fill compacted
as specified.
6. Disposal: Cleared, grubbed, stripped. or excavated spoil shall be removed from
site and disposed of in accordance with all applicable local and state codes.
7. Borrow material: The contractor shall furnish borrow material required from off
site and obtain all required permits associated with borrow operations.
8. Fill and compaction: After stripping, those areas designated to receive fill should
be proofrolled with a 10-ton vibratory steel wheeled roller to compact the top 8
inches to at least 98% of maximum density at optimum moisture content. Any
areas which pumps or ruts excessively should be undercut and replace with a
clean, silty or clayey sand having a unified soil classification of sp: sm or sc.
Fill material 5 feet outside of building areas shall then be placed in layers not to
exceed 8 inches and compacted to at least 95% of the standard proctor maximum
dry density. Fill materials within building areas to a line outside the building areas
shall be placed in layers not to exceed 8 inches and compacted to at least 98%
of the standard proctor maximum dry density (astm d-698) with the upper 12
inches of sub grade being compacted in 6 Inch layers to 100% of the standard
Proctor maximum dry density
n areas where no structural fill is to be placed, the upper 12 inches of in -.place
subgradeshould be compacted to at least 98% of the standard proctor maximum
dry density. If the material is too dryto compact to the required density each
layer shall be wetted in accordance with compaction requirements. If the material is
too wet to secure proper compaction, it shall be harrowed repeatedly or otherwise
aerated with suitable equipment until optimum moisture content is obtained. Fill
shall be placed in such a manner that the surface will drain readily at all times.
see structural notes and soils report for additional requirements.
9. Layout: The contractor shall provide all layout required to construct his work.
10. The contractor is responsible for the location and protection of existing utilities
during construction.
11. Existing boundary, topographic and tree survey information from survey by
michael underwood and associates, pa and provided by the owner.
12. The contractor shall verify dimensions at jobsite.
13. The contractor is responsible for the coordination of relocation or disconnection
of all existing utilities with applicable agencies and authorities.
14. All areas shall be graded for positive drainage.
15. Contractor shall note that earthwork quantities are his responsibility. Plans do
not represent a balanced earthwork condition.
16. Reinforced concrete pipe shall be class iii with rubber gasketed joint or "ram
neck" unless otherwise specified on the plan. install per manufacturers
requirements.
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. Install erosion control measures before beginning construction or as soon
thereafter as ossible. All erosion and sediment control practices will be
checked for stability and operation following every runoff -.producing rainfall but
in no case less than once every week. Any needed repairs will be made
immediately to maintain all practices as designed.
2. Maintain the gravelconstruction entrances in a condition to prevent mud or
sediment from leaving the construction site. The contractor shall Inspect the
construction entrances on a daily basis. This will require periodic top dressing
with additional No. 4 stone. Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately.
3. Install erosion control measures around the drop inlets as shown on the plans
to trap silt during construction. Inspect the erosion control around the inlets
after each rain and make repairs Immediately. Remove sediment when it
becomes 8" deep to provide adequate storage volume for subsequent rains.
Remove and replace the rock when it no longer drains properly. When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable soil and either salvage or dispose ofit properly. Bring the
disturbed area to proper grade and appropriately stabilize all bare areas
around the drop inlets.
4. Sediment will be removed from behind the silt fence when it becomes 0.5
feet deep at the fence. The sediment fence will be repaired as necessary to
maintain a barrier. Silt fence stakes shall be spaced 6 feet apart unless a
wire backing is used with 8 foot stake spacing.
5. The angle for graded slopes and fills shall be no greater than the angle that
can be retained by vegetative cover or other adequate erosion -control devices
or structures. In any event, slopes left exposed will, within 21 calendar days
of completion of any phase of grading, be. planted or otherwise provided with
temporary or permanent ground cover, devices, or structures sufficient to
restrain erosion.
6. All disturbed areas shall be seeded within 21 calendar days of disturbance.
All seeded areas will be fertilized, reseeded as necessary and mulched
according to specifications in the vegetative plan to maintain a vigorous, dense
vegetative cover.
7. More stringent measures shall be used to halt erosion if those shown on this
plan are not effective.
8. All erosion shall be controlled including side slopes before the project is
completed.
9. Remove temporary measures upon completion of project. All permanent
measures wil( be well established before project closeout.
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06154
DES. P B
CKD. J P N
DRWN. BLC
DATE 06/04/07
C4