SW6111005_APPROVED PLANS_20120228

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D D
N

s
22- AZALEA (3. O.C.)
16- FATSIA (3' O.C.)
39- DWARF YAUPON HOLLY, (3' O.C.)
535- VARIEGATED URIOPE (12" O.C.)
PLAY
RUCTURE
HUD IMPROVEMENTS NOTE:
ALL IMPROVEMENTS SHOWN OUTSIDE OF LOT #1 ARE CONSIDERED OFFSITE IMPROVEMENTS, EXCEPT THE HIGHWAY 22 IMPROVEMENTS ASSOCIATED WITH TYLER'S RIDGE COURT, WHICH WILL BE PART
OF THE HUD PROJECT, GRADING SPOILS FROM LOT #1 ARE ALSO TO BE SPREAD OUT ON ADJACENT LOTS RATHER THAN BE HAULED OFF AS PART OF THE HUD PROJECT. ALL WORK SHOWN IN THIS
DETAIL (1fL-8) SHALL BE CONSIDERED ONSITE IMPROVEMENTS
� LEASE OFFICE, CLUBHOUSE & POOL AREA PLANTING PLAN
SCALE: 1" = 20'-0"
12- CREPE MYRTLE
(15' O.C., OR AS SHOWN)
144- DWARF YAUPON HOLLY -
(3' O.C.)
94- DAYLILY
(3' O.C.)
360- VARIEGATED URIOPE
(12" O.C.)
26- FATSIA
(3' O.C.)
4- LIMELIGHT HYDRANGEA —
(5' O.C.• OR AS SHOWN)
4- NELLIE STEVEN'S HOLLY —
(7.5 O.C., OR AS SHOWN)
NORTH OR
WEST SIDE
SOD
i
8- DWARF BURFORD HOLLY '' �?
(3' O.C.) _ f
24 PARSON'S JUNIPER c
(3. O.C.))
SOD
HUD IMPROVEMENTS NOTE:
ALL IMPROVEMENTS SHOWN OUTSIDE OF LOT#1 ARE CONSIDERED OFFSITE IMPROVEMENTS, EXCEPTTHE HIGHWAY 22
IMPROVEMENTS ASSOCIATED WITH TYLER S RIDGE COURT, WHICH WILL BE PARTOF THE HUD PROJECT. GRADING
SPOILS FROM LOT #1 ARE ALSO TO BE SPREAD OUT ON ADJACENT LOTS RATHER THAN BE HAULED OFF AS PART OF THE
HUD PROJECT. ALL WORK SHOWN. IN THIS DETAIL (2JL-8) SHALLBE CONSIDERED ONSITEIMPROVEMENTS
NORTH OR
WEST SIDE
r
�.
, SOD t• �
SOD
SOUTH OR
EAST SIDE
GROUND GUTTER 6
(TYPICAL SYMBOL) ki 1-1
SOD
SOD
1- LAUREL OAK
4- AMERICAN HOLLY
3- RIVER BIRCH
750- JUNCUS
(18" O.C.)
200- PURPLE CONE FLOWER
(18" O.C.)
18- BEAUTYBERRY
(5' O.C.)
100- SWITCHGRASS, (18" O.C.)
23- CLETHRA
(5' O.C.)
5- LONG LEAF PINE
95- WOOL GRASS, (18" O.C.)
HUD IMPROVEMENTS NOTE:
ALL IMPROVEMENTS SHOWN OUTSIDE OF LOT #1 ARE CONSIDERED OFFSITE IMPROVEMENTS, EXCEPT THE HIGHWAY 22 IMPROVEMENTS ASSOCIATED
WITH TYLER'S RIDGE COURT, WHICH WILL BE PART OF THE HUD PROJECT. GRADING SPOILS FROM LOT #1 ARE ALSO TO BE SPREAD OUT ON ADJACENT
LOTS RATHER THAN BE HAULED OFF AS PART OF THE HUD PROJECT. ALL WORK SHOWN IN THIS DETAIL (2IL-10) SHALL BE CONSIDERED AN OFFSITE
IMPROVEMENT.
2 BIO—RETENTION AREA #4
L-10 SCALE: 1" = 20'-0"
" LAUREL OAK
LONGLEAF PINE
RED MAPLE
PLANT LEGEND
RIVER BIRCH
AMERICAN HOLLY
4 +
�/iwnC
DOGWOOD
CRAPE MYRTLE
NELLIE STEVEN'S HOLLY
eGREEN GIANT ARBORVITAE
THE
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lane, Suite 3
P.O. Box 3083
Pinehurst, NC 28374
Telephone [phone]
Fax [phone]
CONSULTANT
Tyler's Ridge
at
Sandhills
Southern Pines
North Carolina
Developer - Owner
Tyler's Ridge Phase 1, LLC.
6535 Seven Lakes Village
West End, North Carolina, 27376
Phone #: [phone]
*
ABEUA
o DIN. YAUPON
0
GREENLUSTRE HOLLY
o DAYULY
o PROCUMBENS JUNIPER
®
BURNING BUSH
0 SHORE JUNIPER
NORTH
0 PARSONS JUNIPER
00
DW BURFORD
m o w
m
40
WOOL GRASS
0
AZALEA
OAKLEAF HYDRANGEA
® VARIEGATED URIOPE
SCALE 1•a
2O'-0'
0
LIMELIGHT HYDRANGEA
F o o PURPLE CONE FLOWER
A
FATSIA
DRAFTING WSTORY
JUNCUS
WORK DRAFTER
DATE
+i
CLETHRA
�J
BEAUTY BERRY
WEEPING LOVEGRASS
SUBMITTAL DOCUMENTS
WLS
10.6.11
REVISED PER 7SOP COMMENTS
WLS
12-15-11
REVISED PER TSOPCOMMENTS
WLS
2-1-12
SOUTH OR
EAST SIDE tpprO r ,lac cerPermes Coumeremts
bo tru !„c� i� P with the e do u .e^'s is
tequired �, .._ �..�.er Permit.. . N.h Ca c:ina
The recipient of this data is prohibited from using
any design or drawing infamallon originally
designed without the express written consent of
The Hayter Finn contained within this document, in
whole or part, for any other purposes than that for
which it was designed.
SEAL
L-7
BUILDING
PLANTING
PLANS
LARGE APARTMENT BUILDING PLANTING PLAN PROJECT THF2010-01
DRAWING PATH
SCALE: 1" 20'-0" T\THF12010-01 O'Malley Hwy22SOPt O'Mailay221
Dwg1TSP Submittal Plans
ti
T. _
t 1

TRANSPLANTING LONG LEAF PINES
TIMING:
THE IDEAL AND MOST ACCEPTABLE TIME BETWEEN DECEMBER 1-APRIL 15.
TECHNIQUE:
THE IDEAL TRANSPLANTING TECHNIQUE UTILIZES
• A MINIMUM 40" TREE SPADE FOR TREES 3" CALIPER AND SMALLER
• A MINIMUM 60' TREE SPADE FOR TREES 3 TO S CALIPER
• LARGER THAN 60' TREE SPADE FOR TREES W CALIPER
A 6" CALIPER IS THE MAXIMUM LIMIT FOR TRANSPLANTING LONG LEAF PINES. HEIGHT IS NOT A FACTOR. IT IS VITAL FOR SUCCESS THAT NO DAMAGE OCCURS TO THE TAPROOT OF THE TREE.
ANY METHOD OF DIGGING AND TRANSPLANT THAT DAMAGES TAP ROOT IS LIKELY TO RESULT IN DEATH OF THE TREE. -BALLED AND BURLAP IS NOT RECOMMENDED, EXCEPT FOR
VERY SMALL TREES, DUE TO THE LIMITED PLASTICITY OF THE LOCAL SANDY SOIL
IT IS IMPORTANT TO NOTE THAT TREE SPADE METHOD UTILIZES THE TREE SPADE FOR THE PLANTING OPERATION. THE LONG LEAF PINE IS NOT PLACED IN BURLAP; RATHER, PLANTED
DIRECTLY BY THE TREE SPADE.
TREES SHOULD NOT BE PLANTED IF THE TERMINAL GROWTH BUD IS SWOLLEN, ELONGATED (CANDLE -LIKE STAGE) OR DURING MATURATION OF THE ANNUAL FLUSH OF NEEDLES. TO AVOID
THESE CONDITIONS, ONLY TRANSPLANT LONG LEAF PINES BETWEEN DECEMBER 1 AND APRIL 15.
A HIGH DEGREE OF SUCCESS IN LONG LEAF PINE TRANSPLANTING IS COMMON WHEN TECHNIQUES ARE FOLLOWED CLOSELY.
LONGLEAF PINE AND TREE SPADE PLANTING DETAIL
NOT TO SCALE
PRUNE TREE AS DIRECTED BY
tANDSCAPEARCMTECT
NO GUYING, STAKING OR
FERTILIZER REQUIRED
SPECIFIED MULCH, 3'
MIN. DEPTH
BACKFILL UP TO ROOTBALL
W/ 6" APPROVED SOIL
ALL SURFACES OF HOLE TO BE
SCARIFIED TO DEPTH OF 1 112'
W/RAKE OR FORKED HOE BEFORE
PLACING TREE IN HOLE
STABLE OR COMPACTED
SUBGRADE
SETTREE AT ORIGINAL DEPTH. REMOVE
BURLAP, WIRE & STRAPS (ANYTHING THAT
COULD GRDLE TREE OR RESTRICTROOT
GROWTH) ON UPPER 113 OF ROOTBALL
TOMAHAWK TREE STABILIZER AND FERTILIZATION
SYSTEM
24" TOMAHAWK TO 1-? CALIPER TREE
3r TOMAHAWK TO r CALIPER TREE
4r TOMAHAWK FOR 5" CALIPER TREE
3" DEPTH OF SPECIFIED MULCH
tj_::_fANGUETOMAHAWK'M
MATCH SLOPE
r—APPROVED TOPSOIL MIXTURE OR NATIVE
STABILIZER BAR DETAIL
DEEP ROOT FERTILIZATION
AND WATERING
orooroaCted vftmde
TREE PLANTING DETAIL
NOT TO SCALE
iF.�iSll,l!
TOMAHAWK"' TREE STABILIZER SPECIFICATION Tomahawk (� )
topsoil MANUFACTURER: BORDER CONCEPTS. INC. �tbal and punk
P. O. BOX 471185
CHARLOTTE, NORTH CAROLINA28247
TOLL FREE: 80OB453343
FAX: [phone]
W W W.BORDERCONCEPTS COM P VIEW
[e-mail]
DESCRIPTION: TOMAHAWKTM TREE STABILIZER AND FERTILIZATION SYSTEM TO BE
PROVIDED BY BORDER CONCEPTS, INC.
RECOMMENDED SIZES TO USE:
24" TSS - FOR USE ON TREES UP TO IS' CALIPER TREE
32" TSS - FOR USE ON TREES UP TOW CALIPER TREE
42"TSS - FOR USE ON TREES UP TO W CALPER TREE
+ALWAYS USE DRIVING TOOL (INCLUDED IN EACH CASE) TO INSTALL
+NOTCHED FOR GUYING IN EXTREME WINDS
NOTE: IN CERTAIN CONDITIONS SUCH AS HEAVY WINDS, LOOSE SOIL CONDITIONS,
HEAVY FOLIAGED TREES, OR LARGER DIAMETER TREES 3 OR 4 TOMAHAWK"' SHOULD
BE INSTALLED.
DETERMINE THE CORRECT SIZE TOMAHAWK^' BY MEASURING THE ROOT BALL SIZE
THE OUTSIDE LONG SUPPORT SHOULD EXCEED AT LEAST 8" OF UNDISTURBED SOIL
BELOW THE ROOT BALL.
INSTALLATION:
INSTALL PER PLANS OR DETAIL AND AS PER MANUFACTURER'S
RECOMMENDATIONS
1W EXTERIOR DIA REINFORCED RUBBER HOSE
AT 20 HEIGHT OF TREE SECURED WITH #12
GAUGE PLIABLE GALVANIZED WIRE STAKEALL
TREES wRH 3 GUY WIRES.
SET TREE AT ORIGINAL DEPTH. REMOVE
BURLAP, WIRE & STRAPS (ANYTHING THAT
COULD GIRDLE TREE OR RESTRICT ROOT
GROWTH)ON UPPER 1/3 OF ROOTBALL
SPECIFIED MATCH, r MIN. DEPTH
DRIVE (3) 2'x4'k4r WOOD STAKES UNTIL FIRMLY
EMBEDDED IN GROUND INSIDE MULCH RING. CUT
EXCESS STAKE AS REOLARED. WIRE SHOULD BE LOOSE
ENOUGH TO ALLOW TRUNK TO MOVE IN DIRECTION,
REMOVE AFTER ONE GROWING SEASON.
Approved topsoil mature or native baddill
STABLE OR COMPACTED SU13GRADE
� EVERGREEN TREE PLANTING DETAIL
J,g NOTTOSCALE
W
5
L-9
LAYER OF FIN.
GROUND COVER PLANTING SOIL TO BE 1 PART MANURE, 5 PARTS ORGANIC SANDY
LOAM TOPSOIL AND 4 PARTS DECOMPOSTED PINE BARK. TOTAL PLANTING SOIL MIX
DEPTH, 6'. TILL IN FIRST Z' OF PLANTING SOIL MIX BEFORE PLACING LAST W OF
PLANTING MIX A FULL LAYER (MIN. COMPACTED DEPTH) OF APPROVED BULK FIBROUS
PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. INCLUDE FERTILIZER AT
APPROVED RATES.
GROUNDCOVER PLANTING DETAIL
NOT TO SCALE
SET SHRUB AT ORIGINALDMYM
SPECIFIED MULCH, r MIN. DEPTH
MIXTURE OR NATIVE BACI(FILL
)R COMPACTED SUBGRADE
SHRUB PLANTING DETAIL
NOT TO SCALE
PRUNE TREE AS DIRECTED BY
LANDSCAPE ARCHITECT
SET TREE AT ORIGINAL DEPTH. REMOVE
BURLAP, WIRE & STRAPS (ANYTHING THAT
COULD GIRDLE TREE OR RESTRICT ROOT
GROWTH) ON UPPER 1/3 OF ROOTBALL
�—SPECIFIED MULCH, 2' MIN. DEPTH
APPROVED TOPSOIL MIXTURE
OR NATIVE BACKFILL
�— STABLE OR COMPACTED
SUBGRADE
MULTI -TRUNK TREE PLANTING DETAIL
L-9 / NOTTOSCALE
QTY.
I BOTANICAL NAME
COMMON NAME
SIZE
COMMENTS
TREES
34
ACER RUBRUM'OCTOSER GLORY'
RED MAPLE
3- CAL,14'-16'HT. MIN.
24
BETULA NIGRA
RIVER BIRCH
1Z-14' HT. MIN.
MULTI -TRUNK, 3 STEMS MIN.
44
CORNUS FLORIDA
DOGWOOD
2' CAL, 8'40' HT. MIN.
65
ILEX OPACA
AMERICAN HOLLY
2" CAL., 8'-10' HT. MIN.
63
ILEX x NELLIE R STEVENS
NELLIE STEVENS HOLLY
2" CAL, 6'-W HT. MIN.
101
LAGERSTROEMIA INDICE' MUSKOGEE'
CREPE MYRTLE
12'-14' HT. MIN.
MULTI TRUNK, 3 STEMS MIN.
75
PINUS PALUSTRIS
LONG LEAF PINE
2" CAL MIN.
PLANTED WITH TREE SPADE
154
PINUS PALUSTRIS
LONG LEAF PINE
3 GAL.
PLANTED ON &I SLOPES
29
QUERCUS LAUROCERASUS
LAUREL OAK
3" CAL., IV-16'HT. MIN.
515
THUJA PLICATA'GREEN GIANT
EVERGREEN GIANT ARBORVITE
V-10' HT. MIN.
SHRUBS
22
AZALEA x HYBRIDA
AZALEA
24"-30' HT.
140
CALLICARPA AMERICANA
BEAUTYBERRY
18'-24" HT.
142
CLETHRAALNIFOLIA
CLETHRA
18"-24"HT.
324
FATSIA JAPONICA
FATSIA
24"-30" HT.
1476
HEMEROCALLIS X HYPERION
HYPERION DAYLILY
2 GAL
43
HYDRANGEA PANICULATA'LIMELIGHT'
LIMELIGHT HYDRANGEA
30"36" HT.
285
ILEX CORNUTA 13URFORDII NANN
DWARF BURFORD HOLLY
24"30" HT.
3
ILEX CRENATA'GREENLUSTRIF
GREENLUSTRE HOLLY
24'30" HT.
1165
ILEX VOMITORIA WANK
DWRAF YAUPON HOLLY
18" 24" HT.
34
JUNIPERUS CONFERTA
SHORE JUNIPER
18'-24" SPR.
167
JUNIPERUS SQUAMATA EXPANSA'PARSONII'
PARSON'S JUNIPER
18"--24" HT.
GROUNDCOVERS & GRASSES
1955
ECHINACEA PURPUREA
PURPLE CONEFLOWER
PLUGS
143.475 SF
ERAGROSIS CURVULA
WEEPING LOVEGRASS
SEED
6450
JUNGUS EFFUSUS
JUNCUS
PLUGS
2695
URIOPE MUSCARI'VARIEGATA'
VARIEGATED LIRIOPE
6 BIB CLUMPS
1095
PANICUM VIRGATUM
SWITCHGRASS
PLUGS
730
SCRIPUS CYPERINUS
WOOLGRASS
PLUGS
TURF GRASS
105,700 SF
CYNODON DACTYLON
BERMUDAGRASS
SOD
210,000 SF
CYNODON DACTYLON
BERMUDAGRASS
SEED
PLANT LIST
j, 7 l NOTTOSCALE
Approved F'_crmt'L'ater Permit Cocuments
Constn:c^, with these dccumerts i=_
required by t�a per mil?. NoCn Cz:n['..-a
rules r _
G
Sheet ;#
THE
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lane, Suite 3
P.O. Box 3083
Pinehurst, NC28374
Telephone [phone]
Fax [phone]
CONSULTANT
Tyler's Ridge
at
Sandhills
Southern Pines
North Carolina
Developer - Owner
Tyler's Ridge Phase 1, LLC.
6535 Seven Lakes Village
West End, North Carolina, 27376
Phone #: [phone]
V7C"TZY11
20 0 10 20 40
SCALE 1"= 29-V
DRAFTING HISTORY
WORK DRAFTER DATE
SUBMITTAL DOCUMENTS
WLS
10511
REVISED PER TSOP COMMENTS
WLS
12-1rr11
REVISEDPERTSOPCOMMENTS
WLS
2-1-12
The recipient of this data Is prohibited from using
any design or drawing Information originally
designed without the express written consent of
The Hayter Firm contained within thus document, in
whole or part, for any other purposes than that for
which it was designed.
SEAL .�UtaRlNtq�.
L-9
PLANTING
DETAILS
PROJECT THE 2010-01
DRAWING PATH
TTTHF12010-01 O'Malley Hwy22SOP1 O'Malley2Z
Dwg\TSP Submittal Plans
1
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Y
r
Y
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\ ( \ `• \ \ ` ,� '\BIO-RETENT
BASIN#4
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\�
t\ \\.'` INV=421.00 :If ,lr 1 �:+,,,� -�.._..�� ,-._\ �' _r _ _. `� _ f , _ \ \
\ \i""'CLASS B `' `" •.�.,,�\ '="�.. ? t1 \..,,,.• \ 1 ` F Legend
N , \ ' t 1 RIPRAP APRON j JJflr �� \ '- �- 1\ _ _ ,�; \` \ ' \ �� �'; F \ t \ \ \ N \ Existing Property Boundary Limits of Disturbance
i %J \_
o, \ t\\\L�'. W=T TH=18'
t
i \ •`. 54 LF 15' RCP 0.93% ' j ; " •JJ; ,' �'-`""•- .� " -+ •� _ �.a '�--�--`\ \� \ i� \ ♦ \ 1 \ Proposed Private Road Easement Proposed Watermain
•OPEN THROAT Ca48 >\ �. 1-Ar•• \ .\\�c• \ \ \ w W
'.RIM-431.00 �\ ' ;J. J �� ` ` `-' •� `" c-- \\ , `t \ 1 , Building Setback --------- Proposed Sanitary Sewer
�. ,1lNOUY-421.50/JAB i� \ ��� ""•••� \ � .. `� \ `' \ ` \ -SS-SS-
Paving
Setback &Landscape Buffer Permanent Drainage Swale
\ \ FES$ \ , • \ \\ f; ; " f , J, `i \ ..`'•,ti.� '-•• `" •` \ \ �•\�\ \ :\\ L 1 - - - - - - - - - - y__ ...
a 'INV=428.78\\ \\ii •\ /.• r '."j \ \ _,•n.� `�� �'� \ \ \ �. \ '\••� \\ Curb and Gutter ExistingStorm Drainage Pi e
`. \ \�, \ Future Constnlction Proposed Storm Drainage Pipe
\ ` ,\i • \\\\\\ \ /'\ :, �, \ \ \�\ EXISTING `�-- --_ `-_`�� _ '�----------
_ Drainage & Utility Easement Procosed Dro0 Inlet
_ \ �. \ _ _-� �T •'\. \ CB-32 ' ` y \\ \ \ � \ \ \ 1 � 1 .. \ y L 1 \ WET LANDS � r \ •'� •� ti.` _ `-_�1`\�.�`�` �� :�\ }
q mot\
WETLANDS ;i ` •� _ \ yO}0..� ,� ::`,
\•`••• ` 1' � � `" CB33 \ �n�t C&31 � y4 t \ \ \ - \ \ \\ \ \ \, 1 i i \ \ 1 ! � +•. ` y� "'�• �. � l
~` 5WALE5` ; \\< \ t \ \\\\ �4 \ \ \��_t'1' \�` `\'`�`- `�t \1`�•pyili\\ \\\
•� . \ s _ \ •.� \�J � � { \ +r `, ♦ - •-_ - - ^�^.^....' -- - -ti . ,� = ` ` = ` � �`• � -�\ � i; 11 � \ � � \ \ \ •\ � .•.. _ l•, •`• ♦♦♦t\VV�2,y�• � � \,.��
\ `; ` ♦ \ `ids-9 00-='k j - !� ' \ _= �"----�� - _ ••�,,���. _ = = ,` �. 1 (' Y A\ \ \ ^` \... - �. ` \n \i '�.t` " \ \\ \ \ \ ' \♦\\,\ ``
\ `` • _�__-a,__ _ � IN=\.\�� 4 \ 1 \ ( 1� .. _ \ ` � ��_ _- �. -_.._ __ .- -- _� _ _` +� �'�.,` � �. ` � mot' ,=. \�\� `. \ \ \ '\ �,\ \ YY•+ \ '` ^� \ \ \ �' � , \. \\\�♦
f1iNAGE EASEMENT \ \ • \ \ \ \ ♦ \ ` , SS 1 \, i \ " I \ 4?0 �` �- - _..._ - „ s �, �'``v,\` 1 ` 1 \ \\ \\\II\'`.� �\\` \ \ \ r \ \ ` \ ` �� \ \ ` �` ! ' t E t \\\�\\\
.,. AROUND
SWALE
\ \\',
`IQkIAL
50'. BUILDIN(a`SETBAGK ` .� \ \ \ \ \ \ ti \ \ \ \ \ s - _ - _PE
e .��`\ \ ♦ \ \ \ \ \
STREAM 8ET13AL"Y�� \ j "\ \ \\ \ ��\ \\\ \ \ ` '�•\_ \ `.��
"FUTURE C 28 � -•., \ \ \ \t �
� -��� � \ 1. \ \ 1 .,� -•. .... •� ..... -.. \ \ 5= ; n ti \ \ ♦ \ \ \ \ • \ . � \ \
_. __� ..� _ _ •.. �. '.� ` �♦ �. \ \ \ ' \ \ I \ \ �. _ `� ,` \ _ � .� � •\ .. .... _ .. ._.. - _ \ � � \ � \ \CONSTRUCTION\ \ \ \\ \ \ \ \ `. \Wz
` \ \ \ �' \ \ ♦ , \ \ \ \\ \ \',_
LIMITS (TYP
GRADING AND EROSION CONTROL NOTES: \ I \� \ \ �` \ i . !. f \ ` ` \' `' •'. '-• -- -• -_ \ \ \ \ \ �\ \ \ \ \ \ \ \ \ i \ \. \`, •` \ \ \ \\ �`�, { \ \„\_.�, ` / '' 'r r .••..-
\
1. CONTRACTOR SHALL SCHEDULE AND HOLD A PRECONSTRUCTION I .� \ J \ \------"" ,` \ \� \ \ \ \ \ \ \ \ \\ � \ \ 'i \ \ �\ � t �,.•• ti, ^' QO
MEETING WITH THE OWNER OR OWNERS REPRESENTATIVE AND THE \ '}� \ \ �. •`t' \ \ �` �_` + - y _ ,-. - _._, �'�.� \ \ \ \\ \\ `l\ \\ \ .-- \ '♦ \ \t J\^\ \ \ , `\ \ V VO
TOWN OF SOUTHERN PINES PERSONNEL (EROSION CONTROL DIVISION) \ �' ^ \, \ \ j y(� 1" ��\\ ., - - - \ \ \ i \ \ \ \ \ \ \ \\ \ \ , t \ 1 \ \ \\ \ : '-` •XO ,•-
PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. \ ` `♦? \ \, I v ! •� \ ` ' - _ _ - -. �• - „ \ \ 1 , . t i• \ \ - '- . wl -�" .
2. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE i `•\1 \ \ \ \ I ! `\ `` \ - L ^ `" - \ �. ♦ \ \ \ \ \ \ \ \ \\ \ ` : t } r '- \ \ 1 \ \ \ V v -•r
BUILDING AND RETENTION WA PREVENT BIRDBATHS- IN PAVED AREAS,`. r`�'" \ \, \i'•-� ` \. 1 `�.r-r- 9 `� \ \ \ \ a \ , a , ,t , { \ \ �.,, - \ \\ \ \ n\.\ t ,,•- ^"
CURB AND GUTTER AND LANDSCAPED AREAS SPILL CURE SHALL BE \ \ \ • '� \ �\ - L _f+ '\• -1 \ ♦ t
\ + \ \ _.. L J r-- ^'L-- --- \ \ ! \ \ `OPEN THROAT C&47..
INSTALLED IN CERTAIN AREAS THROUGHOUT THE SITE TO DIRECT • - \L 1� \ \ �\ v +n � \ � ,' \L _ � - - -1 � - � -^ \ \ \ \ \ RIM .
RUN-OFF TO STORM STRUCTURES. THESE AREAS SHALL BE IDENTIFIED 1� \. \ \ \ \(} t �� ` \ \ \ 1 ` \ ` \ \\\ \ \ \ \ \ ` INV OUT= 410.38 .n\ \• \ t 1 \\ `_�
PRIOR TO POURING THE CURB AND GUTTER. �.) \ `•I .� �. \ - URE DRAINAGE PIPES - - \ \ \ \ \ + t t 1 { .
3. ALL EROSION CONTROL MEASURES AND STORM DRAINAGE \ `` \ `` } \ '`- AND STRUCTURES - NOT TO _ _ - T _ " " -- •� _- •x \ \ .� •� \ \ \ \ , ',38 LF 15' RCP @ 1.00%
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF -� ! .)• \ BE CONSTRUCTED (TYP.)
\ \ ` - FES-15
SOUTHERN PINES AND/OR NCDENR STANDARDS AND SPECIFICATIONS,„_ - -Lei
LATEST VERSION. I ` \ ` • y �1_ _ zt .� \ \ \ \ 1 , l NV - 410.00
4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES ! \ \ F \ :,•• 1 L_ 1 - --� �- - - J \ \ r \ ' 1 ' ` LASS B
PRIOR TO BEGINNING CONSTRUCTION. \ 1` •` '� \ -�•---..._ ^`. _ \ { { i IPRAPAPRON t\ \\ \ (3:
5. ADDITIONAL MEASURES FOR EROSION CONTROL MAYBE REQUIRED
DURING THE CONSTRUCTION PHASE PER THE DIRECTION OF THE TOWN 1 ,1� +ti•i t ; i " \ \. ` r�
OF SOUTHERN PINES AND/OR NCDENR. ` ` II
�
\ \ Ii ( ' - - ::.. '` ` .. : ' - - - i 1 t I ' i , TOP•8ER!t�. \ \ \ \ , 1 \; i \1 \ i' \ \ S T • f f
\ \ \
\< , )j-''k"--`" ....1. ' ' \ \ \r \ ♦ i
8. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL EROSION
CONTROL MEASURES AS PERMITTED BY THE TOWN OF SOUTHERN PINES. I \ Zo 1(7 \ a ; �'• `\ �k
7. ALL DISTURBED AREAS SHALL BE STABILIZED WITH VEGETATION AND/OR ♦ \ - \ i __ �`� -...r r \ t J , j ( t } i \\\ \\ \, \ ♦ \�\ 1 \ •\ ,� \ ' r ! : \`
PERMANENT GROUND COVER WITHIN 21 DAYS OF COMPLETION OF ANY \ \ \ \ ` 1 I\ i � a., �_ PuLIPTR
GRADING WORK - \ \ { \ 'C -_' \ cs ,;"'; ! I \ \ ♦ \ ; S \ t }t '\. \ •\y,':. !
I ♦ ` \ \ Ssss5
SS\S -- ss•`� s « /. , , j ( \ \ \ \ \ \ \ k a 1: 1�' t
8. CONTRACTOR SHALL INSPECT ALL E.C. MEASURES AND MAINTAIN THEM A . • ' , \ ` ` - \ , -"'C- -
MINIMUM OF ONCE A WEEK AND AFTER EACH SIGNIFICANT RAIN EVENT. \ •'\ ` ♦ .: \ �A= \d>Qi�„-�'�' """ \ , ` f i ' I ,, \ , \ \ t \ \ \ y t i 1 �,a ` \+ t ` ' \: `,` t
9. CONTRACTOR SHALL PROVIDE PROVISIONS FOR GROUNDCOVER ON `\\ \\ \:• \ ! t ��• -\ \ ! { i 1 ; I• :. '� '' J { s t j 'i 1 \ '9VERFLOV INI£IFt\\ \\\ a t ( �1 \ jy`��' ) \\`�yt \\ \ \, •� j
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION t -• I ( i, I I EL..,4'78.50 \ \ \ \ 1 I `\ } N
OF ANY PHASE OF GRADING; PERMANENT GROUNDCOVER FOR ALL
\\
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 80 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION \ \ \ ' \ ll i t = \ \ ! / ` = ; }` ; B10RETENT•ION ; \ \ \ \ \ \ \k \ \, \ ` t + "" ' • t , i }
OR DEVELOPMENT. P . \ GARAGE GAR�F�GE ! y
10.OR SITE IS WITHIN THE CAPE FEAR RIVER BASIN. , t \ \ \ - \ ! \ •GARAGE FFE:\,t ( { i a \ \ \ i ` \ \ ` �;', i t . ,C`.•i•' %�i' + 1
\ \ ' FFE: 43t2S 434 zr3 ) t BEL 4151 t \\ \\ \\.\
11.DISTURBED AREA WITHIN PROPERTY: 19.13ACRES.�_439.50 \ ' v. i \ i t l \ \1\ \,\ `\ 1 �••-''' \ } \•`
12. PERSON RESPONSIBLE FOR EROSION CONTROL MAINTENANCE/ISSUES:
\ ti' . g T- _ W \ \ \ \ 1 s
FINAL ROAD GRADES NEED TO BE INSPECTED AND APPROVED BY TOWN 9\-••'•, \ \ , W W W W W - t. o;L \ \ \ t ` \ \ ' 1 ' ?• i
OF SOUTHERN PINES FIRE MARSHALL PRIOR TO INSTALLATION OF 1 \ \,n �= t w W w _ ! - 'p ! `a a ♦ \ t \ \ \ \\ \ k ;''• \l.
SUBGRADE AND FINAL COURSE. \ \ V Q f'�- Lil
1� e- ; 5 \CB-15 \ I&ALL STORMWATER MANAGEMENT STRUCTURESTREATMENT/DETENTION FACIUTIEs SHALL BE PRIVATE AND MAINTAINED 3\e) ' \ Fbm ? ! i i -- 't / \ t 1 , \ \ \ \ \ \\ aaBY THE PROPERTY OWNER ` a I m N74 tV , \ •-: \ 1i I• \ IR,,L�IVE `• for , � 1 \.i � \\ r
. \ 'R a i \ \ \ t \,' \ ` \ \ \ WITH-CLASSit \ ✓ `" \ \
.. a 3 .: f t\ \ \kIP TiPiP
EROSION CONTROL SEQUENCE: \ , • \ \ s 2> ! 8-11 C&13 I \ \ \ t \ \ \ \ \ \ \♦ \ \
1. OBTAIN LAND DISTURBING PERMIT. ,\ 1 W: ! t� aria !' I \\ \ \ \ \ \ \ \ \\ \ ♦ \ \\ '�' �/\ ... \ \ �/. • ' ''
l \ '} i / ' �.! J ♦ BORET$NTION \ / /
1J3
2 SCHEDULE AND HOLD PRECONSTRUCTION MEETING AT SITE. \ \ � ` •`'t. • t } I t Z CB-8 s f , , • I \ \ tt\ \,` \ ` �•yl.. )�1 � \ \ \ \ 1/ j 3-•.,, \ � \
3.INSTALLAPLANBOXATACONVENIENTLOCATIONWITHINTHESITETO \ 1 L.`t iI .� # FFE: r , k \ l` \ ENV=414.12: FES-6 �• \ � \ ;;
KEEP A COPY OF THE APPROVED E.C. PLAN, N.P.D.E.S. REPORTS, ETC. r \ t t ( { 441.00 +' k. i FFE' FEE: - \ \ \ \ _ \ \ t \ ! = 4
4. INSTALL ONLY EROSION CONTROL DEVICES NECESSARY FOR INITIAL , '\ 0ff t ' ;` . ,.���
CLEARING OF SITE, SUCH AS GRAVEL CONSTRUCTION ENTRANCE/EXITI. 43725 .3 S RY 435.25 \\ \ \ ♦♦ '\ ' ` \ \ \ \` ` \ =\'\� \\ \ / \ t \
AND TREE PROTECTION FENCE. BEGIN CLEARING. r e _ - •, \ ,, t t �. _ ( � � 2,4 U ��'S \ b \ \ 1 \ t 1\ \ \ \ `` _ - \ �'"i-•� � \
5. INSTALL SILT FENCE, SILT FENCE OUTLETS, TEMPORARY DIVERSIONS, & 2
SEDIMENT TRAPS PRIOR TO GRUBBING AND EARTHWORK AFTER ANY t t l ! a + r f^� \ \ ` 1 ` �' T 1 • -�' �- r
PHASE OF CLEARING OR GRADING IS COMPLETE, THE CONTRACTOR • r \ m8 �� t � � I- , f '• . •.`•. \ � ♦ ? `�� , \ CB-18 ' �c �\� .r, ` FES-5 FES-18 •.` .` � �`. r \ \ �` +
SHALL STABILIZE THE AREA AS SOON AS POSSIBLE AND WITHIN 21 DAYS. ' t) \ ! ! 1 1, .' '�` \ \ \ i lY _ '�: -ENV - 417.00
6.ONCE ALL SITE WORK IS COMPLETE AND STABILIZED, THE CONTRACTOR { \ ` © Z t ��`
:!
SHALL CONTACT THE E.C. OFFICE FOR FINAL INSPECTION. IF APPROVED, i \ , \ \ \, t ❑ ~ _ ! ' - '' "' - •'' , _ ! I ` ' -• - - Rf • "(/� �• •` RI AFRO \ .__ - '+
CONTRACTOR SHALL REMOVE ALL E.C. MEASURES. , \ , i`, \• \ �t, t J 'd' _ , 8-17 \ ���• %\ L L ', W=4', TH=1 �1 \ ` t1d •' i • \
7. ALL BORROW OR FILL USED FOR THE PROJECT SHALL COME FROM OR BE \ \ \ \ \ \ it i tt l m M N / ` •{ i .r ' ] + • i \♦♦ \ \ "iR \ �•� "� \ J r- J,- t ,
DISPOSED OF IN AN APPROVED LOCATION. \ \ ` J'' j ,' 1 , t •\ \ \.♦ �, ! .• �.. / t/• �,\ , . _a t
S. THE SPREADING OF GRADING SPOILS FROM LOT#1 ONTO ADJACENT LOT IS 4sa t ` ` { ; J ♦ \ r a i + ;.
DEPENDENT UPON APPROVAL OF TYLER'S RIDGE AT SANDHILL3 \ 1 .' / YBALL .. ..; a; •' EASE f \ \ ` _ / ,� i , / i \� �, \It
/ / ) ( { ;J i FEE: ; .:. - - RIM--433.40 •, i t \ \\ ♦ { / \r + CB-20 - ^ - \ \ • _.. \
CONVERTING SEDIMENT TRAP TO SIORETENTION BASIN:
W 1 FEE
1. PRIOR TO REMOVING SEDIMENT BASIN(% ALLAREAS DRAINING TO \, t, I �' j i s " 1, '`? ; 1 ! ; , .,. ' - t POq)=` ' ;j 433.60
THE AREA MUST BE FULLY STABILIZED AND APPROVAL TO REMOVE R1NY'34
THE TRAP MUST BE GRANTED FROM THE TOWN OF SOUTHERN PINES.
I ALL SEDIMENT DEPOSITED IN THE SEDIMENT TRAP DURING J V! d \ \ \ \ } t \ .-' e ' r • r t '\ " `'; \\\ t i \
CONSTRUCTION MUST BE COMPLETELY REMOVED. t1 \ m\ C"3\N \ \ Ii i t ! ` ' i>m ; I� PLAY `� `- AIiBOF; .ram~" ' _ i •`".
3. THE VEGETATIVE SHELF, FOREBAY, AND OUTLET STRUCTURES MUST _ \ I + (+ \ ( ( ! / {� t•
BE IN PLACE BEFORE OPERATION AS A STORMWATER BMP BEGINS. r ; a44OF
25
AA i ' }'- 1 ::� - { / \ -•.^^' / RINF�27.40 V \
SITE DATA n II ; I + ( • !� �� ,� i I { I ` \ / /
SITE ACREAGE: 33.02 AC. \ ' .� { y'. il} y CB-7 ! j l + ) �~ GARAGE
WATERSHED: WS Ill - LITTLE RIVER INTAKE#2 t - i } ) GARAGE 1 GARAGE Fri:
CRITICAL INTAKE: WA 430.00 (. FEE:: I i FFE
100 YEAR FLOOD ZONE: N/A t tj ! / 43e.50 _ -•- +++"'"'
3W @ 0.50% 1 iP ma i ®i t , I -T J _
EXCELSIOR -LINED + f JB44. i� i r,�` t-� ,•- W Nr
HUD Improvements Limits Note: All r FE 1 ! { ; 1 ; -'' a i �w r �'-� W f - w w W
improvements shown outside of Lot #1 are to' I ENV - 435.85 ! :! S-?--r-+ 5s �--4- SSON r-ttANE'
considered offsite improvements, except for the .�1 a { (.. ) _ / :-- / - r - -(' n - - .! ! CB-1 \
Highway 22 improvements associated with Fen
Court, which will be part of the HUD project iiRE IAY
Grading spoils from Lot #1 are also to be spread20
out on adjacent lots rather than be hauled off as t ! ! �' B$ { i ` ,
I jj
part of the HUD project. i i ! f / j �` ! ! I, { S i ti •t \ \
p ��
. •
i
,.•••
P_
-_
CONSTRUCTION -
LIMITS (TYP.)
•.0
SWALE DRAINAGE EASEMENT
415' @ 1.79% AROUND SWALE (TYP.)
j EXCELSIOR LINED
REMOVE
•qW����
Y \
♦ j .
\ THROAT CB48 `y _..-
\ RIM -422.50
INVOUT-418.00 rr"
v Y --
\ FES•4 t PRbPOSED
\ ENV • 424.00 .•" .. / PROPOSED WAVR LINE'
/J CLASSB OV:0i oW / ; \ i \ BEINERLINE- SEEUT4I: 1\
FRAPAPRON
W=r. TH=18' EL 1421.50 T SWALE 1 \ \ SEE 0RLITY \ PLAN
( 324' @ 6.00% \ \ PLAN
.,,_EXCEL'SIQR•UNFP
\ ;•
BIORETENTIN - ` - .A �
BASIN #2\Q\
t ,
25' BUILDING SETBACK ---------------------=------%- t = - ---[ -� '' i \' t y \
----__
�� \ \ 1
��� ApprovQd C`- �rtV'at..r.PeIt Docure rmn+'3 \ \ 1
C..,1strJ c? nit -,.. ,ce with these documents is
req u'•='! ` ^e; ma. _rih Carolina
r S zier
wth
\ F i✓-!//oOS� _ : 1 ��' YOU DIGI
NTACT ONE -CALL CENTER
E r,re:� S=_-;,=.•.?f t�1 ice- 1-000832i949
ALL CONsraucrION MUST CONFORM TO THE
UNDERGROUND UTLITY PROTECTION ACT
THE
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lane, Suite 3
P.O. Box 3083
Pinehurst, NC 28374
Telephone [phone]
Fax [phone]
MICHAEL A NEAL & ASSOCIATES, PLLO
ENGINEERS. SURVEYORS, Ind PLANNERS
FIRM: P-0898
105 WEST CORBIN ST.
SUITE 201
HILLSBOROUGH, NC 27278
[phone]
[phone]FAx
mn•alt#manwNInesra.e
Tyler's Ridge
at
Sandhills
Southern Pines
North Carolina
Developer - Owner.
Tylees Ridge Phase 1, LLC
6535 Seven Lakes Village
West End, North Carolina 27376
Phone #: [phone]
NORTH
50 0 25 50, 100
SCALE 1•= 50'-r
DRAFTING HISTORY
WORK DRAFTER DATE
REV. PER NEW LAYOUT
BWM
05-20-11
CONSTRUCTION PRICING PLANS
BWM
06-14-11
CONSTRUCTION PRICING PLANS
BRL
07-08-11
TECHNICAL REVIEW PLANS
BRL
1041.11
REVIEW COMMENT REVISIONS I
MHL
1 12-15-11
REVIEW COMMENT REVISIONS I
MHL
MICHAELA.NEAL., PE 028396
C-5
GRADING &
DRAINAGE PLAN 1

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T TT
11AYTER.......
FIB
IAN�SCAPE ARCHITF-C'� U
AND PJ AMINQ
30 Parker Lane, Suite 3
P.O. ,Fax Jon
Pinehurst, NC 28474
Telephone 91"93-2232
Fax [phone]
MICHAEL A. NEAL Ik ASSOOIATES,PLLO
RNOIKERS, SURVEYORS. and PLANNERS
IRN: Reacts
Jos (DEBT CORBIN ST•
SMITE 201
HII.LSROROUGH, NO 27278
LB18)84e•12T7
[phone] PAX
1nne41Qm4nae glneers csR,
Tyler's Ridge
at
Sandhills
Sou$em Pines
Nor* Carolina
Developer - Owner.
Tyler's Ridge Phase 1, LLC
6535 SCvee Lakes Village
Wert MA North Carollm 27376
Phase III* 414-573-USS
\ `• l; ' ♦ I \ \, j ', I '�. __ �' �_ _�, r_ __ .,..,- .,.,..... I • I �� \ \ / / L \ 1 , . r cBat •
/
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Ns
`, \/ / ,t f i \ \ ,' \j '`\` \\ \ , \ _ N mw i I?, j i 2 / I �` 1 ` \ \ \ \ w J• / j� / JB \ - NORTH
GRADING AND EROSION CONTROL NOTES. _ •\ / , '\\ , 1 \ •^ - -- • -^ ' "^ ! ( ) , \ \ J I ,{ ( `^ _
1. CONTRACTOR SHALL SCHEDULE 40AI"RECONSTRUCjION , ` , rl ,`\\:t i\ \ .T ; �J!(, I I d r• \ \ \ ,J ;� i Irk \ \
11 r' Oa ( \ \ / \ SS = a° sD 28 68 too
MEETING WITH THE OWNER (OR OWNERS REPRESENTATIVE) MP THE t ( 11 ER"'
� ►
TOWN OF SOUTHERN PINES PERSONNEL (EROSION CONTROL PIVISION) \ \ N� * \ a r / ) `
O G DISTURBING ACTIVITIES, ,`` \ `\ - i
PRIOR TO BEGINNING LAND`^ " -
2. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE OS O 0 8 C \ ,` t' 4 !t SM1 i sT _..p a=:. ary „ , .,/ ° "
._ R1„I I Ea_S P R I ►4'' r 1 1 .; $� 1 5�-v
BUILDING AND RETENTION WALL, PREVENT "BIttOBATHS" IN PAVSP AREAS, 1.OB•rAIN LAND DISTURBING PERMIT. ` \ , C 1 _ r 1 i ( / 1 '•' / /-
OURS AND GUTTER AND LANDSCAPED AREAS. SPILL CURB SHALL. BE 2. SCHEDULE AND HOLD PRECONSTRUCTION MEETING AT SITS. ! , 1 A ♦• ! ` -
_I !' • - ) 1 ✓ INV 432.00.
INSTALLED IN CERTAIN AREAS THROUGHOUT THE SITE TO DIRECT 3.INSTAI.L A PLAN BOX AT A CONVENIENT LOCATION WITHIN THE SITE TQ \ �+ ` , MI F �" , % L rr-''r
RUNOFF TO STORM STRUCTURES. THESE AREAS SHALL BE IDENTIFIED \ \ F"= �• ' ' i �`"" - �' �r -Wi 1 ice! - — - c% PRAFTING HISTORY
PRIOR TO POURING THE CURS AND GUTTER KEEP A COPY OF THE APPROVED E.C. PLAN, N P p.E.$. REPORTS, ETC \ \ ,` _ \ t I / - C _ ..
4• INSTALL ONLY EROSION CONTROL DEVICES NECESSARY FOR INITIAL \ ! i l + - �•••----•----W.'% ✓ Y, r-
\ _ N, f - WORK DRAFTER DATE
S. ALL EROSION CONTROL MEASURES AND STORM DRAINAGE \ ( ; • ' _.,._ _ - ..".� _•.-. / „! � .. "! -_- -- _ ��
CLEARING OF SITE, SUCH AS GRAVEL CONSTRUCTION ENTRANCE/EXIT \ � j / 1
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF AND TREE PROTECTION FENCE. BEGIN CLEARING, •-
SOUTHERN PINES AND/OR NCDPNR STANDARDS AND SPECIFICATIONS, O.INSTALL SILT FENCE, SILT FENCE OUrikTS, TEMPORARY DIVERSIONS, i \ \ ,,7. • Lr R �.-. # _ Nx yf M T ~ -R REV. W LAYO W W20. 1
t.ATESTVERSION, SEDIMENT TRAPS PRIOR TOGRUBBING AND EARTHWORK• AFTERANY, \ `� j I •j
4. CONTRACTOR SHALL VERIFY LOCATIONS OF AL.I. EXISTING UTILITIES PHASE OF CLEARING OR GRADING IS COMPLETE, THE CONTRACTOR `" \ \�y� `- ' "' '�-- SS S ".. \+ �• ` T �� �- '^ O ST UC O R C 3 0fi-1 -11
PRIOR TO BEGINNING CONSTRUCTION. SHALL STABILIZE THE AREA AS SOON AS POSSIBLE AND WITHIN 21 PAYS. \ \T(} ,•\ i / / / ' d' t eg , ' ` d„ /� --- "" -L
0• ADDITIONAL MEASURES FOR EROSION CONTROL MAY BE REQUIRED 0.ONCE ALL SITE WORK IS COMPLETE AND STABILIZED, THE CONTRACTOR \ \ 1 `?�, / \ i I - s- -^ " ;•
DURING THE CONSTRUCTION PHASE PER THE L7IRECTION OF THE TOWN , r
OHALL CONTACT THE E,G• OFFICE FOR FINAL INSPECTION• IF APPROVED, j sil \ .. \ ,! -' ' -
QF SOUTHERN PINES AND/OR NCCENR. \ \Qp \ tip k �- REVIEW 0-8-11
CONTRACTOR SHALL REMOVE 4L E.C. MEASURE$. " \F ,\(R -•- '
Q• CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL EROSION 7. ALL BORROW OR FILL U$FP FOR THE PROJECT 8 1 \ / ) t ' \ �"- - r _.
CONTROL MEASURES AS PERMITTED BY THE TOWN OF SOUTHERN PINES. HA4L COME FROM pR L1R \ \ ` 1 I ! \ \ - -- V Q R VI ION 15 1
7. ALL DISTURBED AREAS SHALL BE STABILIZED WITH VEGETATION ANPlOR DISPOSED OF IN AN APPROVED LOCATION `% ��� I \
\ ,� , ! \ \ "^� ,,/• .� ,A ! �. •' gyp, ..•' ••"' ApPreved " rmYJater Permit Documents
/ ��
B• THE SPREADING OFGRADING SPOILS FROM LOTNIONTO ADJACENT M14 1 (f rI 1 ( ) \ \ "ti '�/ r"construC nina.ccrdarcewith these documentsis M R VI 10 L •1-2
PERMANENT GROUND COVER WITHIN 21 PAYS OF COMPLETION OF ANY DEPF•NDENT UPON APPROVAL OF I T LER'S RIDGE AT 4LANPH146 f \�� `\ 11
GRADING WORK. \ \\ ) ` \ \ / \ \ r
6. CONTRACTOR $HALL INSPECT ALL E.C. MEASURES AND MAINTAIN THEM A O TI G SEDIMENT O SIORETENTION BAS
MINIMUM OF ONCE A WEEK AND AFTER EACH SIGNIFICANT RAIN EVENT.
L1� N E21MF Tti"1' L SIN
Q. CONTRACTOR SHALL PROVIDE PROVISIONS FOR GROUNOCOVER ON
1• PRIOR TO REMOVING 8t pIMENT BASIN(S), ALL AREAS DRAINING Tq 1 \ ',
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION
THE AREA MUST BE FUL4LY STABILIZED D APPROVAL TO REMOVE t +r \ \ \ 1, ) t \ \ \ \ \\ \ '
OF ANY PHASE OF GRADING; PERMANENT GRQUNDCOVER FOR ALL �I OT # p. "
ISTURSEp AREAS WITHIN 15 WORKING DAYS DR 80 CALENDAR PAYS THE TRAP MUST BE GRANTED FROM E TOWN OF SOUTHERN PINES, \ \` \ \ \ 1, r ,r /
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION S' ALL SEDIMENT DEPO6ITEP IN THE SEDIMENT TRAP DURING \ \ \ \ 21,807 SIFr
OR DEVELOPMENT. CONSTRUCTION MUST RE COMPLETELY REMQVEp. \ \
to. THIS SITE 1$ WITHIN THE CAPE FEAR RIVER BASIN. ,• THE VEGETATIVE SHELF, FORESAY, AND OUTLET STRUCTURES MUST \ \\ \ \ � 5 \ rr�\ \ \ - did
/ '
11 •PISTURBEO AREA WITHIN PROPERTY: 18.13 ACRES. ¢S IN PLACE BEFORE OPERATION AS A STORMWATER 8MP pEGINS, _\ \w , \
12-FERSON RESPONSIBLE FOR EROSION CONTROL MAINTENANCF)16SU94: \\ \ ` 1 --•_ \ ` 1 ' elf, '
FINAL ROAD GRADES NEED TO BE INSPECTED AND APPROVED SY TOWN DATA
. � � \, ~` "•• •,,, ,• • l i \ -.,► / ! /
OF SOUTHERN PINES FIRE MARSHALL PRIOR TO INSTALLATION OF
SU13GMDE AND FINAL COURSE. SITE ACREAGE: 33.02 AC. !"
-
13• ALL STORMWATER MANAGEMENT STRUCTURES i WATERSHED: WS III - NT" RIVER INTAKE 93'!{ ) 1
TREATMEryTIDETENTION FACILITIES SHALL BE PRIVATE AND MAINTM(lEP CRITICAL INTAKE: WA
BY THE PROPERTY OWNER. 100YEARFLOOD ZONS:NIA ` \ \� \\ / / // 'rrrde
ca
HUD Improvements L{mits Note: Ail
Improvements shown outsida of L of 01 are
considered offsite improvements, except for the
Highway 22 Improvements associated with Fen
Court. which will be part of the HUD project,
Grading spoils from Lot #1 are also to be spread
out on adjacent lots rather than be hauled off as
Part of the HUD project.
t.
a
,, ,
I w, �I
led—
X dill,
'
/� /
r
...- 4F required ti fre stomrsr permit No" Carolina I
rx rules r ;n r sy'eT •' •r=r +. .
1'
the � a ...,.tn the
per- csGLroo.T
.n c - cr 1• a'.,1
-,..del
_04 r ••(/ ,F rI' ' Sheet 4--Favi-ionDa:.
BW49 a
•� 376' 0 2.4%
(:XCELSIOR•LJNF-11 NNllr IeN�
IS
• 39
�q,n ut►ta
$WALE 6 C.
482' ®1.2%
F,XCELSIOR.LINED 1
1-800.8324e48
ALLCONSTRUCTION MUST CONFORM TOTW
UNDERGROUND UTOM PROTEOTION ACT
NI10tLAEL A• NEAL. PE 026880
PATE:
C-6
GRADING
DRAINAGE PLAN 2
a
Y
V

TOP BERM
EL. 404.00
���EL 403.00
4' �_ 1
PRIMARY OUTLET STRUCTURE
BI0RETEN11QN BASIN !!5
STQRMpRAIN
FMAY ,
4" washed
2" #8 wgshB4 choking stgnq-'
2:1 MAX
4" Mulch
F11 MAX
3' Planting Soil
(see specs. below)
SEE LANDSCAPE PLANS &
DETAILS FOR PLANT
SPECIES AND LOCATIONS
PRIMMY OUTLET 6TRUCTURB
(OPEN THROAT CATCH BA61%
SEE DE1'AJOTH136HEETANP
6TREBT DETAILS MEET,
TOP OF
BFRM
OVERFLOW WHIR -LINED
WITH EXCELSIOR
MATTING EXTENDED TO
EX. GRADE ON
DOWNSLOPE.
I
2"I -
Tie Underdrein
collection system to
cgtch basin �qk
All -
IN —SITU SOIL (TILLED AND NOT,---'
S" #57 washed stone COMPACTED)
DIORETENTION AREA
SECTION VIEW
1. Free of weef seed�R�l, roots, tt other material that Is
not bole a brgpch wpod or bark. ,
2. Commercially ovatable double or Ulpie-�redded
Plantins Soq SpeClflCationS hardwood I should be used.
3 Mulch depth should be r after spt.tling. ExcesioNe
TI.Wm1 eroy loom a Molly pad (USDA application of ip4ch fan result in q siimollon where the
�FlaSal6cak4 with d day Coll of b9twam 10 to plants are grog in the mulch & pot the sot.
4. Mulch can ke op led any time pf ,tsar.
5. Mulch shall be ggot 6 month# OIL
Well sell* Matter 6 Mulch foyer shall be renewed oy needed to mafntalp q
2-47 depth; 00 preYipudy mulched areas, apply a oni 1pcjl
layer of new mOterial• Added 1-2 (im Is per year lm4
aN PANNE WO.614-.NOq completely rem0vpd/replaced awe #wry two years
MAGNMW14 as fHOSPHMUS-P20$ 10Q1114110011111
' " c
Pow % � 500 ppm
PigWHOROUB OiDEII - 10-30
1. HASTE TIONLATIO BASIN IJOTOE�
�• NISTAuanox
•%MOOFTHE EXCAVATEDAROS SHALL BEVERHCAL.THRPOITONSWURE014.
Leeaetation Specifications: • O)NSTRUCTENOHENBERMORTHE 04MEDGEOFTHERI0R1EN00NBASINTOflRUNES,wD
Lam,------�-�-- G VIDES SHOWN ONTHE PLAN% THE SI MSHALL BE CONjnICffp IN UFTSOFTANDOOMPA$JED
1 Treeg Shall be " WRHMAMWALEWIPMWW)AKWAYOFIW%ASBNr013t THEBERNIMATERIAESN4L BE
g minimum of 2.5 caliper. FIEEOFALLUNSIATAMEMATWNALRW-%ANDAUVEGRFATIMMA7UFL BEFF,RTOPANS.
2i Shrubs shall be q minimum of 3-5 in height RTAIMNGWALLMAYTAKEPIAEEOFEWME3NOEAMASWW40NPLAN.
■ PACE PLANTINGSOILTO SPECILICATICpS H LIFTS OF id'% use AND LIGHILYCOMPVillf
Df 18" to 24" 1.. s reQA• TMFINGWOHAD07ERORSAQapEWCKET. WHEN USING HEAWEQWPMENT, Oaq CARE SHALL
N 3)Plant & tree specites �to be from the NCDENR BMP BETAIaNro NOTOVER�OMPy:TTHEiGAND OR S01L UY11R
manu4. 2 PLANTING N_ ONGRASSG IDCOL
4) Fnglneer to approve Planting Soil (sandy loom) • HIE GROUND COVEN PLANTII#, HMO SHALL BE OUQ THIKAIGH THE MULCH N41H OW OF
Prior to placement. III FOLLOWING s" HAND 1R01ML• VEL RUIB PLANitR, OR HOE (THIS DOES ROT AMPLY
Ti GRASSES OR IFGI)l .
gyp' - • B YORE PLANTING BIW LF PQ1S SHALL BE SPLIT, ,LAD NON- BIODEGRA#LE PCIS
TRF III: SHRUB SPACING 9LALL BE REMOVED. RDOT�j 370AN OF ALL POTTED PLANTS SHALL BE $PUT OR
CIUMBLED.
True (fL) shrub (ft.) • 111E GROUND COYER SHALL PUILITED $0 THAT 7W R)OTS ARE SURROILN BY THE
& IL BELOW THE MULCH. TIED PLANTS SHALL BE SE! SO THAT THE TOPD��F1 THE POT
t10KlEE1Nm l0 12 Is EVEN Lntx THE EIaSRNG BADE THE FOOTS OF FAR- NOT "Is sRALL BE
D )VERE 70 THE CROWN,
AYOrQ9e 17 8 r 6 O RE L COVER
A PRE-EVERGENT MOCR)E ID THE MULCHD Are "TEO
Min4n4ln 11 7 AEi� GROUND COVEN LIED 014L BE THORGNGLY
LJKUNTENANCE
• e SPECT THE GORETENTION BAi IN DURING 00ISLRUCTID4 TO SEE IF THE WIN HAS OR IDAMAGED
B rEQWPMENT,GRADING, ETC. I IAKE/1lfYREQUIRED REPA`MIMMEDIATELY.
• O SPECT AFTER EACH RAINFALLi if RUNOFF ISBYPASSING jR I IONETWON BASIN, MANE
.. N iCESSARY REPAIRS AND OM.ES AII1EGA7ELY.
9 N UNTAIN DRAINAGE TO THEBIQLETENOON BASIN SOTHATRG OFFOW NOT BYPASS IT. FAMAJN
AL DNERSIONSAND SILTFE"IPIREM NG RUNOFF TOTnEF MR.
0— ING RCPI
S171F AND
SL PE VARIES
PER BASIN
NPLnANNnNSG SQL A BE IF UNIFORM C011POSITION, FIEF OF
ETCHES, MPS, RD07S SIMILAR OBdEOTS LARGER THAN ONE
B ICH, BRAD OR ANY OTHEI I MATERIAL OR SUBSTANCE WHIQI PAY BE
0 1 ANT GRO"ION& OR HINDRANCE TO PLANTU40 C:
T11 PLW 6oN SHALL BE (BEE OF PUNTS OR PLANT PARTS OF
FERMT U %PASS, QUOHN ACK CRISS, JSQV QUA MUC'YORT,
aSON IVY, CANiDIAN THEM
THE PUNII1Pf 54 SHALL NOT CONTAIN TOAC SUBSTANCE HARMFUL ro
HUMAN, "TIL, OR ANIMAL
1 THE NUMBER AND SPECIES (r PLANTS SHOWN ON im PLANE SHALL
TE PLANTED AT LOCATTON(Sj INDICATED ON THE PLANS OR AT
4P ATIOW PIRIFCTED BY TIE ENGINEER 70 THE FOLLOIWVG
/ F.DOT STQCN W THE PLANT MATERIAL SHALL BE KEPT HOIST DURING
iJANWRT FROM THE SDuR TO IRE JOB SIZE AND UNTIL IRANTE.
F YWLLS W PLANT PR SHALL BE DUG SO THAT THEY ARI: Vff0QAL
1 Iiif WA4W OF THE PLANING PIT MUST BE A MINIMUM OFF SDI (61)
LARON IHAN THE DIANEIETN OF THE BALL OF THE TREE:
t THE PLANTING RT SHALL Elf DEEP ENOUGH TO ALLOW ti OF I E BALL
1 D BE ABOVE iNE POS iNq GRADE LOOSE SOIL AT THE BOTTOV OF
19 PIT MALL BE TAMPED I w HAND.
1 THE APPNOPRIATE AMOUNT IF FERTILIZER IS TO BE PLACED AT THE
I OTTOM QF THE PIT (SEE PE RTIUIFR RAZES BELOW).
1 THE KAW SHALL BE REMQI ED FROM THE CONTAINER AND PLACED IN
THE PLANTING PIT BY UF711ht AND CARRYING THE PLAN( BY'PIE BALL
(NEVER LIFT BY BRANCHES IR TRUNK). '
I ET THE PLMLT UPRIGHT AN) IN THE CENTER OF THE FIT Sq THAT
T RE TOP Or 1HE BALL IS 41 PROXIMATELY 9 ABOVE 7HI: FINAL GRADE
• E ACKFlLL PLANTING PIT WI PLANTING SOIL
• 1 AKE SURE PLANT RFMAM STRAIGHT DURING BACKFIILNG
. I EVER CM THE TOP OF 1 HE BALL WIN SOIL MOUND SON.
) ROUND PW OPOSED 84
TREE5H1U�PE BRACE BY OG 201 20WHITE OAK STAKES. STAKES
SHALL Bq PLACE FAR& TO WALKWAYS AND BUILDINGS STAKES
IRE TO IF EQUALLY SPACEI+ ON THE OUTSIDE OF THE TREE PALL
LTIUZNG W AND WIRE, III THE TREE To THE STAKES.
TOP PERM TOPRERM
BERM
F.I.• 41740 TOP BERM EL 432.-
FL.422.00 2 ' '
1W IAkX
L. • 416.6a o
t L. 421.50 h■F^ 20' PIP'
see 2W, 1 EMERGENCY OVERFLOW WEIR
EMERGENCY OVIRFLOW WEIR EMERGENCY OVERFLOW WEIR
MOUNT MANHOLE PlL19L ry0 (6'BgpM
ND COVEIL AONO AND C
r
11101111111
ERIMARY OUTLET STRUCTURE PRIMARY OUTLET STRUOLIRE PRIMA OUTLET STRUCTURE
BIOREIENTiON BASIN #1 RIQi ETEN-1QN BASIN #: BIORETENTIQN BASIN Lt4
NOTESI
1• EMERGENCY OVERFLOW WEIRS SHALL BE LINED WITH
VIDPLSIOR MATTING AND EXTEND TO EXISTING GRADE.
3. SEE OPEN THROAT CATCH BASIN DETAIL FOR ADDITIONAL
PRIMARY OUTLET STRUCTURE DETAILS.
t SIORETENTION BASIN #3 GOES NOT HAVE AN EMERGENCY
OVERFLOW WEIR.
QUILFIS PER Q& 1
RIORETENTION BASiN
Not to scale
4
Top BERM
EL. 440.09
FL. 39.
1Q'
L. 0
PRIMARY OUTLET STRUCTURE
Noll
1. STORMWATER BASIN #3 IS A DRY DETENTION BASIN, NOT A
BIORETENTION BASIN.
P. BASIN SHALL BE GRASS LINED,
ATER BASIN #3
Approved ormWaterPermit Documents
Construe icn in accord rce with these documents is
required ty' rm permit North Carolina
rules rE, t the designer
y crmlTy with -
t C P rcewith t,e �.fq� aJl,ty
4 R2VI5
}
F�
HF4
I A'YTER
FIB
�ANPSCAPI; ARCHITECTi�
ANT) PI ANNIN4 '
30 Parker I ane, Suite 3
P.O. BOX 3083
Pinehurst, NO28374
Telephone [phone]
Fox 940-295-3420
p11OHAFE. A. HEAL 4 ASSOCIATES, P40
ISH MFIEERB, 4URVWORS, "nd PLANNEM
PIRA: P439e
10 WEST CORBIN ST.
surry 2o'I
HILLSBOROUGH, No 27270
pit) 61
(914) 64 AS47 PAX
mnoslLlOm9nwenelneero.aam
Tyler's Ridge -
at
Sattdhills
Southern Pine
North carouse
]Developer - Owner,
Tylves IU4V Phase. LLC
6535 $even Lakes Villaga
Wen End, North Carolinia 27374
Phone #: [phone]
GRAFTING HISTORY I
WORK DRAFTER HATE
- •L •, MM"MR°�
1![i 91MISM
I
�I E[ld 11 •I'IL �ML
i
�,aVV/VU11111HIq,,V4
39
,4�tA17�1�
[e-mail]. PE A28888
ATP;

F!
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N
W1
N
\ 'A
0
j
F
s
x
4-
LOT #3
LOT - #5 ---- 24% IMPERVIOUS
_j
&jqLOTS #3,#4j&#5
L
N:
4
N
rpr l­_ 20 4"Wrj a757
BENCHMARK FCM 3X3" 2*
ABOVE GROUND
RNATION-431LI1'
•
STORM WATER MANAGEMENT
J
SCALE: 1" 60'
Approved Storrri Permit Documents
Construction in accordance with these documents is
requirecl by the storri permit No" Ca.lxa
rules r-q�jre t,zt thvvater syan &s ­er
hrg
3t
0'a Maas
L�al' y
Z
CM
1\ N
A
10
�N
11 NNI
.......... .
0
EXISTING
/71
WETLANDS
N,
\ \ G' \ \ \�\\\\\ /// =.. w\\ �.'`- \ \„ fir—�� � �,� - \ \ \ \ \ ``
VN 0
4
N\ OV
EXISTING
1WETLANDS
\ \ \\N\ a�' 1 7��, �' N
IN'
V,
400
A
x
1_=1z N\
t — —
N
V
N
Of
N
INA I
NN '0 0
IF k7�
N, Nib
-,C W
x
L I -#�`"XlzNZtgv I -
ss SS
k N V
\\
BASIN 1 D.A.\\A 0-4W
IN
77
01I Zz ­z-
FIR: FM
3 S lky 43&0
24 11-§
I \ .l \ N 1 � I I I — V` \
OA I F
NO
ss
SS
SS
K AM
-1rax 4,
'NXI
Mig X ar
Ingg Ir W&
ralp
Va. UW'W'W M
AW W�
win limmbwAmp�t
%gin 0 WWR %
BLD � / / NA
FFE* m
43425 gy�
3 ST
SO
24 U1
RITS
in
­Z
Val
4
4
7

..
0
2988 \
W UTLITY EASEMENT
DRIVEWAY"C \ P�
In
_ - - \ Ca&faFOR DETAMS)
All
2V � � ♦ \
DRO A09 EASEMENTSURPOUN\ !\ \ \ \ \
BA9NN8 (TVP. ( SINALESsNEET8
04 a 04 FOR oETAfLsi
------------ 50' BUILDING SETBACK -------------
628.95
BENCHMARK FGA 3"X3" 2"
ABOVE GROUND
GENERAL NOTES ELEVATION-438.11' ' J L
1. STREET TURNOUTS OFF OF NC 22 ARE DESIGNED BY OTHERS. I
SEE PLANS BY OTHERS FOR SPECIFICS. I I L L
2. GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE
ADJUSTED DURING CONSTRUCTION AS DIRECTED BY I I ( J Fi i I
THE ENGINEER. THE CONTRACTOR SHALL CONSULT
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL
MATERIALS. I I
3. NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. I I
THE CONTRACTOR SHALL MAKE HIS OM INVESTIGATION AS
TO THE SUBSURFACE CONDITIONS. I I
4. UTILITY OWNERS ON THIS PROJECT ARE FEDERAL AVIATION ' L7
ADMINISTRATION (FAA), MOORE COUNTY AIRPORT, PROGRESS
ENERGY, SPRINT, TIME WARNER, SOUTHERN PINES PUBLIC rj I r
WATER AND SEINER unt rn S: rj
5. PUBLIC ROADWAYS SHALL BE CONSTRUCTED TO THE
ROADWAY STANDARDS PER'ROADWAY STANDARD 1 II I L I
DRAWINGS' HIGNNYAY DESIGN BRANCH -NC DEPARTMENT OF I
TRANSPORTATION- RALEIGH, NC, DATED JULY 1s, 2009 AND BY r L - - -I I
REFERENCE HEREBY ARE CONSIDERED A PART OF THESE i I LOT #2 NaVmsrs
PLANS.
6. WATER AND SEINER SWILL BE CONSTRUCTED TO THE TOWN LOT #1 191as
OF SOUTHERN PIES WATER DISTRIBUTION AND SEAM I
SPECIFICATIONS, LATEST VERSION AND BY REFERENCE
HEREBY ARE CONSIDERED A PART OF THESE PLANS. ,11
7. ANY WORK OR LAND DISTURBANCE WITI-NN THE LIMITS OF I I I I
WETLANDS SHOWN ON THESE PLANS SHALL BE
ACCOMPLISHED BY HAND WITH HAND TOOLS ONLY. i
S. ALL DIIE'NSIONS SHOWN ARE TO BACK OF CURB. i I I
9. ALL DRNES SHALL BE PRIVATELY OWNS AND MAINTAINED.
10. THERE IS NO PUBLIC RIGHT-0E-11011AY PROPOSED IN THE I I H
DEVELOPMENT. 1
11. FINAL ROAD GRADES NEED TO BE INSPECTED AND APPROVED I 0
BY TOWN OF SOUTHERN PINES FIRE MARSHAL PRIOR TO 1 I I I
INSTALLATION OF SUBGRADE AND FINAL COURSE.
12. DEVELOPER WILL BE REQUIRED TO PROVIDE A
CERTIFICATION. BY AN W43EEPENDENT QUALIFIED I
PROFESSIONAL, THAT THE PAVEDIGRAVE-AREAS MEET FIRE Z
DEPAR'TIENIT LOADING REQUIREMENTS g ,
13. CONTRACTOR SHALL BE REQUIRED TO INSTALLALL-WEATHER
ACCESS ROAD, APPROVED BY TOWN FIRE MARSHALL, PRIOR O°
TO STORING OR BUILDING WITH ANY COMBUSTIBLE co I '
MATERIALS ON SITE (CONTACT JOHN STONE, FIRE MARSHALL). 'E
14. CONTRACTOR SHALL CONTACT NC ONE -CALL CENTER PRIOR
TOANYCONSTRUCTIONACTIVITY.
15. FEN COURT AND WALLEY COURT SHALL BE PRIVATE
STREETS CONFORMING TO TOWN OF SOUTHERN PINES AND i
NCDOT ROADWWY STANDARDS. 1 I
16. ALL VEHICULAR AND PEDESTRIAN SIGNS AND PAVEMENT I I I 5 CONQ
MARKHA MARKINGS, SHALL BE IN ACCORDANCE WITH THE UNIFORM J
SIDEMIALK
MANUAL FOR TRAFFIC CONTROL DEVICES (MUTCD) ANDIOR (FUTURE)
NCDOT. IF CONFLICTS OR DIFFERENCES EXIST THE MORE I
SIRINGE IT WILL APPLY.
17. OWALLEY COURT TO BE BUILT IN CONJUNCTION WITH THE
TYLPR'S RIDGE AT SANDHILLS PROJECT. MUST BE COMPLETE I �I I � } N
PRIOR TO ANY BUILDING C.O. cc F- R4.5
I I Ur b ? PP.)mmls Sondhils Cetity College
DB 905 Pg 541 I I ICU co N
I I
I
24' I
N�
1
1
ff 8 ��8yy
I \I
I /I \
I 1
TYPICAL PARKING SPACE DETAIL
Not to Scale
I
I
I BASIN #3
I
}fig
LOT #2 \\ +3 '�b•\ �,\ VehicularplNldng
e j /\ ``.` \ \ ��i• \ Regular Spaces 248
\ \ \ \ \ T 259
\ EXISTING
WETLANDS \ '�
418,301 SF \`• \ `
W PERENIML
WRIAM s SAN Ic
18" CURB a GUILE(
DRIVEWAYS
INTERIOR�DRIVEWAYS(1YP.)
y_
49,�R)2. APPROPEN SPACE
oTO R \ \ \1 \
'1 EMAIN
PRIVATELY 0110M
4�FUTURE CURB & GUTTER (TYP).
v+
coT, LOT #1
t0
961.582 SF0 IDS
\ \ o \ Q
I FUTURE BUILDING (TYP).
ram, -L_s r�� L
II J J I \ Hwr22Raw
I I I L �--� J L s-r 1 Z r zL J �.' �`.. \ \ O , " \ + 'b� C' OTHERS.
tENrs er
I OTHERS- fREFERTO
I L L -r - _L r L J J� '�� \. \ s ; TE is \ , PLAN68YOTFIEftS
- I L J ; Z , / d \ �\ l \ _--i \ \ \\ va . FOR SPEf�ICFICS
-----------` -f \
_ II
J�
Land Area Distnbution:
SF
Aces
Tod Land Mae
1,438,195
33.02
Lot t
SRI=
22.07
Lot 2
418,301
9.00
Lot 3
21,8U7
0.50
Lot4
17,M2
0.40
Ld 5
18,993
0.44
AM OMIAN OF N* Sb to
38,964
0.92
Net Land Arse
1,=Zl
Sill)
Arne of Pft to Road EAMMt
51.614
1.18
Land Disturbance
SF
Aces
Awe of Lard DisturbUM
833.436
19.13
Land M*dwaa paraaMege (of Not Lend Area)
59.6%
Impervious Surface
SF
Arras
E rg Im wvwA swbm
078
0.11
E m to be Removed
4678
0.11
Pmpmed Ynpervious Surface (To"
316,904
7.51
Plopoaed Impervious - Bridngs
74,197
1.71
Proposed lmpwAous-Reeds
67,649
1.32
Pmpawd Impervious - �9
W339
1.84
PrgweedW"rvious-S-idWdm
22,135
0.51
Pmpand Impervious - IAeC
14,935
0.34
Propoeedlmpervbus -Fueae
77,638
1.78
Prapoeed Impervious Percentage (of RajedAma)
22.70%
- - - - - - - - - FUTURE DRIVEWAY "E" I
I I toll
- -
25 B-B I I FUTURE GARAGE m P) I I - - - - - - - �` BC a ` \ 30 PERBiNYLL ` \ �► TJ
'•) - - LOTS2 )- --T18ft'2T57f- - - - -� �_ - \ \ STREAM SETBACK
LOT #1 79PACEs 1 ec \ \ \\ \+
SPACM 3 1YANACC. 3 w,ls.a ` \ \ � n a.
11400 124M
R4.5=�IpR)VEWAYY -5 -
t
1
L>
''
O
Z
0
N
. m
Cf)
t \`
BASIN*I \ .�..a-40'34"N
- ec 4 : BC e `er\ TP
(TYFIK �` \
` E
63.2r ;
L
B STORY e \�' \`• \ '� SIGHTTMANG eYPJ
IrMOUIRABLECURS
24 UNITS
ITYP-) MEDUM In MATCH 1 NETO NAIY22 ROAD
& ENTRANCE IMPROVEMENTS \
BY OTHERS REFER TOPLANS \
7+04 BY OTHERS FOR SPECIFICS
•� `�`�` ^ ------ ---- 1 \ \\
•,,
�? BID
R
LEASE , - _A� N - _ _ �� •
� 1
i \
STa is m / SIC
5' Cl)ftB
/ TRANSITION
7 SPACES GA GE 78 PNCES / /PT'�(YP.) Ur CURB & GUTTER --------' ` F CONC. \` \401
.S 1VANACC 66 $SPACES 1VANACC. tNl. 5gpACES � x / / / ON FEN COURT ONLY SIDEWALK
- - - 3 S - - - 4---I mpa \\ \
13400 �14+00 r +I00 cr I W CURB & GUTTER
11+00 _ 1? --�--�-- - �- -�_T- - �- P.C. / ON INTERIOR / DRAINAGE & UTILITY EASEMENT
DRIVEWAY "A / / DRIVEWAYS (7YP.Y / SURROUNDING ALL PROPOSED \ srrrrrrrn
R4 5' BC / UTILITIES (TYP) (SEE SHEETS hip
fl-111 "I
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lave, Suik 3
P.O. Boar 3083
Pinehlost, NC 28374
Tekplane 910-295-2232
Far 910-295-3420
B n
W I
� I
MAINT.
OFFICE
I _
I -
----------------
33.15'
- BENCH MARK
FCM 3'X3' 2"
ABOVE GROUND
ELEVATION-448.93'
25 B-B
(TYP.)
I I I
t ragBAZEALAA9e0CIATEB,MAA
E1161NEE� MXMEVCM WW PtAW4ft
FM Ptlee
105 WEST CORBIN ST.
SUITE 2N
H LLSBOROUGH. NC 27278
PM e44-1217
W"644.1347FAx
Tyle>'s Ridge
1t
Sandhills
• SsulmPinea
Nam Clrafms
Developer- Oweee
T}leh ffidw pbm I. LLc
S200 Cesare Bsed
G CRWTFifa•sin531W
Phif 14144564M
NORTH
3D e 25 s9 IN
SCALE 1-= SV4r
DRAFTING HISTORY
1NORK DRAFTER DATE
REV. PER MM LAYOUT
BOAM
0520.11
CONSTRUCTION PRICING PLANS
HM81
08-14-11
C NISTRUCI10N PRICING PLANS
BRL
0740-11
TECHNNrJLL RENEW PLANS
BILL
10418.11
faE111lIOFIS
MRNL
t2.01-11
1 -itVA 11 SPACES R,�) / / C-7 & C-8 FOR DETAILS) `,1 \ ' 9
ACES \ �yi
1 VAN ACC.
BASIN #2 OPEN SPACE 11 L
\
1�P j / / APPROX. 2.1 AC
TURN -DOWN SI ALK / / TO REMAIN 1 \ \ g
WHERE SIDEABUTS PRIVATELY OWNS) \ \
1 B BLDG #1 PARKINGM VEMENT / 'I \\ N ` qEL
BLDG #2 �fill
3 STORY 3 STORY
24 UNITS A 1 24 UNITS \\ �. ` DATE:I2-II-tt
PROPERTY 1
NEW 5' CONC. SIDEWALK TO ---CpRRER ('rye � / 25' BUILDING SETBACK ------------------------------------------------ ' \ -
PROPERIYkANE- -' -_____---------------- -^------------------------------------------ -- - \
TT ____________ i
`-
___________ 20993
- - - 352.77' ^ - -
_ S88'25'12"W
659.87' - - - - - - - S88.25'120W
- S88'24'35"W - HUD Improvement Limits Note: All SITE PLAN I
PROPERTY LINE improvements shown outside of Lot #1 are
SANDHILLS COMM. Sondhiils Community College BEARING & considered otTsite improvements, except for the
COLLEGE PATH DB 270 Pg 375 DISTANCE Highway 22 improvements associated with Tyler's
Ridge Court, which will be part of the HUD project. BEFORE YOU DIGI
Grading spoils from Lot #1 are also to be spread CONTACT ONE -CALL CENTER
out on adjacent lots rather than be hauled off as 1.800-M-4949
TO THE
part of the HUD project UNDERGROUND UTILITY PROTECTION ACT

"it a COOK s IM BOUNDARY TIE POINT
N 53MM43 (SEE DETAIL AT LEFT)
,.a,r,msa / / ►ice \ \ \
Or
\ \ \\
thin
I-naaoeasn
9OFegC �NZ \ �\
FQ k ch?79o3•W S
60 �
TBE
HAYTER
- M
40,
/
472,47'
LOTss Re 89d,ax
LOT #8 _
BOUNDARY TIE DETAIL ' '
INTO scwq j / 92,856 SF ; - S ONT TRUNDLE
MATCH --. � 22ROAD-
` LINE TOHWY
-- 3 ENTRANCE NAPROY9EMS
. ! BY OTHERS- REFER 7T) PLANS
! BY OTHERS FOR SPECMS
LOT #7
165,035 SF '
/ O \ \ IBDIj i
I
I
\ \` "TYLER'S RIDGEIF
\ \\\ BUSINESS PARK"
1
PROJECT p
\
LOT #6 I -.
31Z974 SF i C.) I-
\
\ cl-b
1. STREET TURNOUTS OFF OF NC 22 ARE DESIGNED BY OTHERS 10 le \ i
SEE PLANS BY OTHERS FOR SPECIFICS. 'o
UA\ I
2. GRDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ~
ADJUSTED DURING CONSTRUCTION AS DIRECTED BY
THE ENGINEER. THE CONTRACTOR SHALL CONSULT \
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL HID hnpowavmb UMM Nob: AN \
MATERIALS, improvements shown oulsde or Lot #1 are
3. NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. oorr'in red oRsie improvements, eiaoept for the
THE CONTRACTOR SHALL MAKE HIS OWNS NVESTleAT10N AS � Court
associabd 1We
IONS \
TO THE SUBSURFACE CONDR
4. UTILITY OWNERS ON THIS PROJECT ARE FEDEtl1l AVNTION Gratig spoil fiam Lot #1 we also to be spread
ADIe1NISTRATION (FAA), MOORE COUNTY AIRPORT, PROGRESS out on at;aoertt lots elm Im be hauled elf as I 1
ENERGY. SPRINT. TIME WARNER. SOUTHERN PIES PUBLIC part of the HUD project loll loll
WATER AND SEWER UTILITIES;
5. PUBLIC ROADWAYS SHALL BE CONSTRUCTED 70 THE I
ROADWAY STANDARDS PER 'ROADNIAY STANDARD
DRAWINGS• HIGHWAY DESIGN BRANCH- NC DEPARTMENT OF
TRANSPORTATION- RALEIGH, NC, DATED JULY 18, 2009 AND BY
REFERENCE HEREBY ARE CONSIDERED A PART OF THESE
PLANS.
6. WATER AND SEWER SHALL BE CONSTRUCTED TO THE TOWN
OF SOUTHERN PINES WATER DISTRIBUTION AND SEWER
SPECIFICATIONS, LATEST VERSION AND BY REFERENCE
HEREBY ARE CONSIDERED A PART OF THESE PLANS.
7. ANY WORK OR LAND DISTURBANCE WITHIN THE LIMITS OF
WETLANDS SHOWN ON THESE PLANS SHALL BE
ACCOMPLISHED BY HAND WITH HAND TOOLS ONLY.
8. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB.
9. ALL DRIVES SHALL BE PRIVATELY OWNED AND MAINTAINED.
10. THERE IS NO PUBLIC RIGHT-OF-WAY PROPOSED IN THE
DEVELOPMENT.
11. FINAL ROAD GRADES NEED TO BE INSPECTED AND APPROVED
BY TOWN OF SOUTHERN PINES FIRE MARSHALL PRIOR TO
INSTALLATION OF SUBGRADE AND FINAL COURSE.
12. DEVELOPER WILL BE REQUIRED TO PROVIDE A
RTTFI T Y A
CE CA ION, B N INDEPENDENT QUALIFIED
PROFESSIONAL, THAT THE PAVED/GRAVEL AREAS MEET FIRE
DEPARTMENT LOADING REQUIREMENTS. a�
13. CONTRACTOR SHALL BE REQUIRED TO INSTALL ALL-WEATHER SHEET INDEX
ACCESS ROAD, APPROVED BY TOWN FIRE MARSHALL, PRIOR S,S, o m o ° y
TO STORING OR BUILDING WITH ANY COMBUSTIBLE F,(.
MATERIALS ON SITE (CONTACT JOHN STONE, FIRE MARSHALL). �!
C
14. CONTRACTOR SHALL CONTACT NC ONE -CALL CENTER PRIOR •? 9 o b
TO ANY CONSTRUCTION ACTIVITY. S8 \
15. FEN COURT AND O'MALLEY COURT SHALL BE PRIVATE CT
STREETS CONFORMING TO TOWN OF SOUTHERN PINES AND BOUNDARY
NCDOT ROADWAY STANDARDS.
16. ALL VEHICULAR AND PEDESTRIAN SIGNS AND PAVEMENT
MARKINGS, SHALL BE IN ACCORDANCE WITH THE UNIFORM '`'1HE-E-rG1, , 5, 7
MANUAL FOR TRAFFIC CONTROL DEVICES (MUTCD) AND/OR
NCDOT. IF CONFLICTS OR DIFFERENCES MST THE MORE
STRINGENT WILL APPLY.
17. O'MALLEY COURT TO BE BUILT IN CONJUNCTION WITH THE
TYLER'S RIDGE AT SANDHILLS PROJECT. MUST BE COMPLETE 0
PRIOR TO ANY BUILDING C.O.
17
Land Area Distribution:
SF
Acres
Total Land Area
1,438,195
33.02
Lot 1
961,562
22.07
Lot 2
418,301
9.00
Lot
21,807
0.50
Lot
17,532
0.40
Lots
18,993
0.44
Area of Waters of the State
39,964
0.92
Net Lsnd Area
1,398,231
32.10
Area of Private Road Easement
51.614
1.18
Land Disturbance
SF
Acres
Area of Land Disturbance
833,436
19.13
Land Disturbance percentage (of Net Land Area)
Impervious Surface
SF
Acres
Ends" Impervious Surface
4678
0.11
ExbtingImpervious tobe Removed
4678
0.11
Proposed Impervious Surfaos (Totaq
325,994
7.51
Proposed Impervious - Buildings
74,297
1.71
Proposed Impervious - Roads
57,649
1.32
Proposed Impervious - Parking
00,339
1.84
Proposed Impervious -Sidewaro
22,136
0.51
Proposed Impervious - Miss.
14,935
0.34
Proposed Impervious - Future
77.638
1.78
Proposed Impervious Percentage (of Project Area)
22.70%
1
1
1
\ 1
1
\ 1
LOT #
oy
\ / \ 18,993 SF
CBS
Me 4aa,98'
_ 5
------------
1 /
�S48.InVE
/ \
/
/
8� Q
BIISIN/5 R
I�
DRANAGE EASEMENT
A
{ A
BASNIs \II
1
FUTURE CURB 3 GUI7Et (lYP
=1 } 4
A
_ T/SAII, /
]C
W 2Q 11ILITY E/►SEAEItr
IOU
ON OrTERIM
DRntEMr►Ys fnPa-
C4I.rrY E/�SB18tT _
a R / / / / 20 tm s-
LI i /�1pT / 1 DRADW., E EASP,W\
(TYP.)/924111
;
1 - /
J / e
LOT #3
21,807 SF I� '
I„ W �ti�9
LOT #4 I '
17,532 SFXO
5
\ to
/ I / Sondhills Community College
DB 905 Pg 541
/ I
,o``�
BEFORE YOU DIGI
/ I CONTACT 0ONE-CALL0-62494 CENTER
1-000-092�949
ALL CONSTRUCTION MUSTCONCONd TO THE
UNDERGROUND UTLI TY PROTECTION ACT'
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parber Lane, S'witrt 3
P.O. Boor 3083
PinehoW, M 28374
Tekpkaw 910-293-2232
Fax [phone]
to OMMO. NM A AWW4ATEa, PLLC
EMMAM !, saRVETCRe, ens PLANERS
FMM P M
108 WEST COR&N ST.
SUITE 201
H LLSBOROUGK NC 27'T7a
(Mq 6UMt77
(M" W43aFAa
Tyler's Ridge
at
Sandlulls
��
Norm Cwore
Developer - Owns
.'r a Ridp1� L LLC
S20 LOO=i, Red
ommo gYTEosssio53129
PI #.-1d144t56-9222
so o a so No
SCALE 1-. W4r
DRAFTN ry HISTORY
MIORK DRAFTER DATE
REV. PER NEINIAYOUr
BY1M
05-00.11
CONS7RUCT10NPRICNCPLANS
BIM
9�14.11
CONSTRUCTION PRICNRt PLANS
BRL
07-0611
TECHNWALREVEMrPUM
111
104411
NBMVCMNMWIWWEMM
Ual
1IM41
MICHAEL A. NEAL. PE 026M
DATE: I-L-I1 - II
C-2
SITE PLAN 2
Y
A

v y EL 430 v
ca3i-
RBLRAP APRON
10
INV-42792CLASS B
_ ! i
lam,
\_
,, _ � \
>�cc�BIDR yea
- -
__ \ \ \ \ \
- \ \ _- - �'DRtAINAGEEAS®BlT
`\ AROUND m11ALE (TYP ],.
,
"
-PERENNIAL 9C
G SETBACK
__--------------------- srnEMi�aticK� - r
- v
\ \
. LIMITS (TYP.)
CHV A V �A \ v '� v v w �_�� v `� \ •: � �h\'' - � v iw
BENMARK FCM 3"X3" 2" \ �� \ \ \ �a1�\ \ _ _
ABOVE GROUND\��� \ \
GRADING AND EROSION CONTROL NOTES ELEVATION-438.11' A
J \ - - - -- \� \ \ N Q
\I __ -.- \ \ \ \ \ 1\1 \
1. CONTRACTOR SHALL SCHEDULE AND HOLD A PRECONSTRUCTION \ \ \ \ \ ' . \ •� - \\ \ \ - \ _,,� 'wOO ? •.
\r'
MEETING WITH THE CHIMER (OR OWNERS REPRESENTATIVE) AND THE \ \ . - - - - �`� , `� ` \ � \ •\ � -- � _A� A�Q� /
TOWN OF SOUTHERN PINES PERSONNEL (EROSION CONTROL DMS `` \ \ \ , - _ _ - - - - - - - - - - - _ - - - \ \ \ \ \ \ \. \ \ \\ \, \ \'', , -- _� •� - \ 1 \ NIP T'` -
KIN) \� \ \ \ �\ \ 1 ' , \ � _ =, __ \ \ \ \ \ \ \ \ , \ \ \ �'� \ \ � _ �_ \ `. l
PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. \ 41 \ \�� \ I III `
2. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE AWAY FROM THE `
BUILDING AND RETENTION WALL, PREVENT'BIRDBATHS' IN PAVED ARFAS,\ __ - L-
v 1 T L F v `v \. v A, v
CURB AND GUTTER AND LANDSCAPED AREAS. SPILL CURB SHALL BE v _ - J - - 1! % vJ v - �- -- --�- - _ OhN THROAT CB-47 �C
INSTALLED IN CERTAIN AREAS TiROUGHOUTTHE SITE TO DIRECT v � I v �- - - - v�
J m � � A RM•41e.00
RUN-OFF TO STORM STRUCTURES. THESE AREAS SWLLL BE IDENTIFIED \ I \ \
PRIOR TO POURING THE CURB AND GlT17EIt \ - \ ' \ I A . _ - - RE DRAINAGE PIPES -- - - _ -- _ \ \ \
3 MUFIV
ALL EROSION CONTROL MEAD MID STORM DRAINAGE `\� ANO STRUCTURES- NOT TO - - �1
CONSTRUCTION SHALL BE N ACooaolwcEtMetHH THE T17MNR of,, �I �I BE CON87RUCTEID MP.) _f - - C - - - _ _ ' - - - - - � � \ \ \ \ \ � FES-te
LSOUTHERN PINES ATEST VERSION. MIDIOR NCOENR STANDARDS AND SPECFICATK . \ I \ \ \ 1 \ ,� _ \ - - - - r- - - - - L r - - I - i % ` \ \ \ \ 1 BN- 410.00 \ \\\ \ \ \
4.
CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UTILITIES _ _ RPRAP APRON
PRIOR TO BEGINNING COfB7RUCT10N \ C - - -_ - % ` L=T, VNM', TH"1S \ \
S. ADDITIONAL MEASURES FOR EROSION CONTROL MAY BE REQUIRED
DURING THE OONSTRUCT10N PHASE PER THE DIRECTION OF THE TOWN
OF SOUTHER! PIESMDIOR NCDBBi. \ J I -'\ - - - - - _ L \. • . 1 ` EL k 417.00 \ \ \ 1
6. CONTRACTOR SWILL BE RESPONSIBLE FOR REMOVING ALL EROSION
CONTROL MEASURES As PERMITTED BY THE TOM OF SOUTHERN PIES \ 1c I �` C jI \ � ` = � \ \ 1 \ \ � �\ 11 �\ \• ��
7. ALL DISTURBED AREAS SHALL BE STABIL® WITH VEGETATION A►DIOR
PERMANENT GROUND COVER WTITEI21 DAYS OF COMPLETION OF ANY \ \ \ - A �-SS
0. CONTRACTOR SHALL INSPECT ALL EC. MEASURES AND ItES AMAINTAIN THH1A SS SS -- SS �------�"--- _� / \ ,\\ \ \ \ \ `' �?'' •Qy \ \
MINI I UM OF ONCE A WEEK AND AFTER EACH SIGNIFICANT RAIN EVENT. \ L-� f� - - - �--mac - - - - - I - N \ \ Oyy. \ 11 \ . '• \
9" CONTRACTOR SHALL PROVOE PROVISIONS FOR GROUMX'ONBRON
V I ! I
EXPOSED SLOPES YNTHN 21 CALENDAR DAYS FOLLWYNG COMPLETION
OF ANY PHASE OF GRADING PERMANENT GROUNDOOVER FOR ALL - J - - _ - .•� �i , 1 jy ' , {J'�
DISTURBED AREAS WITHIN 15 WORKING; DAYS OR 90 CALENDAR DAYS(VII
6 FOLLOVYIIGC'E \ , \� OR DEVELOPMENT.
SHORTER) COMPLETION OF CONSTRUCTION FFe
_ E i \ \
II&THIS SITE THE CAPE FEAR RIVER BA►SN. FFE: 437M 4"
11.dSTJRSEDAREAIMTHII PROPERTY: 18.16AORES v \ 4N"P' -'J `c _� \ ;1 `` i � 1\o•a c .1
12-PERSON RESPONSIBLE FOR EROSION CONTROL MMBIIBNM 1Es -
F7MLROAD GRAOESN®II TOBESPECT®MDAPPROVRDBYTOM � .� > F W W W W W W W W W - � W 5 �c \ t�.a` �•�•T � 1 ,�I��\ •i
huh.
OF SOUTHERN PINES FIRE MARFIAI_SPBORTO NST/LL1A710N OF SS '
SRSGRADEAND FNCD V O Z = 1 EWAY "B' - '
13.ALL STORYNNTER MANAGEM11311T STRUCTURES 6 � F � � � � � �� \ � • : \
srT:EPROPERRYOVMEtFACBJTESSWLLLBEPRIVATEADYADMI6�
co
EROSIONFFE-
CONTROL SEOUBICE 44
1. OBTAIN LAD DISITURBIN PEEK i t v 1� A THE SITE
SCHEDULE MID HOLD PRE(ONSTRUCTION MAING TAT SRE o I \ , �\ \ �. �' PBi7 \ \ \ \ \ r ` y\
3.INSTALL A PLAN BOX AT CONVENIENT
RT LOCATION WE SITE TO v F BLD\;8
IMP A COPY OF THE APPROVED EC. PLAN NPAES REPORTS, ETC. o f 441.00 i FFE: FM
4.INSTALL ONLY EROSION CONTROL DEVICES NECESSARY FOR IQY1L r 435.25 TTT ,\ \ .,•` - _TrORIlE.�
CxEA M OF snr_ SUCH AS GRAVEL CONSTRUCTION E TR NCEIEW 1E 43725 3 S ,r% 11
AND TTff PROTECTIDM PENCE. �` 1 CLEA INM � RT , � 24 1 I .T � \\' \ •� �`
�1
5. INSTALL MT PENCE, MT FENCE OUTLETS, TB/+pIWRY DIVERSIONS, 3 �, C \ `� � _ \ � - �_PIA*a • \ .
SEDMENTTRAPS PRIOR TOGRUBBIIGAMEARTHV ORK. AFTER ANY � I � } :.� \ \�\ \ ` \ `� S CB-18 _ - -�_. � � MW=4o1.3e
PHASE OF CLEARING OR GRADING IS COMPLETE, THE CONTRACTOR ME � F" \ �� � y `z NV-417-00 CLASS e - \
SHALLSTABIL2ETEAREAASSOONASPOSSBLEADWRFE121DAYS. ! O Z 9%. ` CLASS RIFRAPAPRON y
S. ONCE ALL SITE MMORK IS COMPLETE AND STABLED. THE CONTRACTOR Q F- - Q �` - _ _ RIPIW APRON L=r. w�0', TiM16•'�.
SWILL CONTACT THE EC. OFFICE FO R FWIL I SPECTON. FAPPROV®, � , iA ♦ 17 \ - � - �, L•T. WIN'. TH=1Ir
CONTRACTOR SWILL REMOVE ALL EC.MEASURES, "� Cr3 N ' `. - _ - �R% ------------------ `• _ e
7.A OOFMWORRIUSEDFORTEPROJWTSHAMCOMEPROMORBE LU V
DISPOSEDOF INAN APPROVED LOCATION
.. K
0. THE SPREADING GF GRADING sl+Gas FROMI LOTTM oNTDAxwcelr LOT s •.; \ - - � . - - LEA$E
DEPENDENT UPON APPROVAL OFTVUWSREM ATSANDFEAS
6 ROE i RIMM3S40
CONVERTING SEDR6iT TRAP TO EOIETE TION RAW � } U) 441-11d 1 _ ..A - - FFE �
1. PRIOR TO REPO LING SEDIMENT BASINM AlAREAS ORAIRIG TO r O Z ! - i '�
THEARE®ND AMUSTLEFULLYSTAB0.AAPPROVW ALTOREIE f '\ R'MA:�.94A0 -�' •- \ \` \ \
THE TRAP MUST BEGRANTED FROM THE TOM CFSOUTHERN PINES. -
2 ALL SEGMENT DEPOSIT® N THE SEDIMENTTR P DURING
• .
CONSTRUCTION MUST BE COK94EMY REMOVED \N\
3. THE VEGETATIVE SHELF, FOREBAY. AND OUTLET STRUCTURES MUST
BE IN PLACE BEFORE OPERATION AS A STORM INATER BMP BLiiiS E: - RMH2'7A0
141.25
SITE DATA-
SITE
ACREAGE: 33.51 AC. 7
WATERSHED: WS Ill - LITTLE RIVER INTAKE R2 I i 1 I '� I GARAGE
CRITICAL INTAKE: WA SWALE I I' ,OM•Nj - 490.60 -
100 YEAR FLOOD ZONE: N/A 385' Q 0.50%\-.
EXCELSIOR -LINED A I JBM li I I W W W W
_ \ SS SS
HUD Improvements Llmits Note: All K�.s-u I I I W fi W - - ss s ss ss
improvements shown outside of Lot #1 are t0 I1 IN\ = as5.6s s ss Si
considered offsite improvements, except for the
Highway 22 improvements associated with Tyler's i
Ridge Court, which will be part of the HUD project bRt:MAY
Grading spoils from Lot #1 are also to be spread 7 I / CS-3 /
out on adjacent lots rather than be hauled off as /
part of the HUD project.
I I _� HEAVY•DUTY /
e BLD #
1
4f
IN 03
n
EIS 437.00/
O C4 \
z
\
L _
3�\
--
M N\
10
.r
Y
-'41.54"W
CONSTR
TION 3.15'
LIMITS
(7.)
MARK
BENCH
FCM 3"X3" 2"
ABOVE GROUND
ELEVATION-448.93'
"TRENCH DRAIN I
Y
T FE: \ BLD
#2
FFE: /
FFE:
FM /
41e.25 1
RY
438.
3 S
RY 432.25
S
i I 24 U
ITS
g 24 U
ITS 1
to
FES-2
/
P .•.
INV-435.80
CLASS B \
\
FES-1
RIPRAP APRON
_
-7 -
435.11
Lae, W-4', TH-18"-
_ 1 �s5' � /
I 9.94
_
� '
/
i
_ -
- - %
/ $8827'14 W
/
SWALE
DRAINAGE EASEMENT
415' ® 1.79%
AROUND SWALE (TYP.)
EXCELSIOR -LINED
x \ OPQI TH
ROAT
-
- MA 122.60 --
INVOUT-418.00
FES4
INV-424.00
oPo D 1 /
RIPRAP APRON RIFILOW / SWINE 1 A \\ \ LI SEWER
T %
IR y
L-W, W-r, TH-Ir 421.50
/
\ / - - EXCELSIOR -LINED \ PLAN
vONRETENTKJN - - - -
BASIN 02 \ V A 11 l
v EL. 420.00
vv 435- -�1v vv vv 1 I olv Iv �� Iv o vvv
\
.S
II
r �\
// 1
- \\�\; Imo=
0---25' BUWNG SETBACK __ -----------------------/ -- ----\--��----7
209.
/ v 58827'54"W\
SBB27'49"W� \ \
" BEFORE YOU DIOI
CONTACT ONE -CALL CENTER
1.000-=49411
ALL CONSTRWTION ruMT CONwre4 TO 7HE
UNDeRDROWD UTaRY PROTECTON ACT
TFM
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Pw*er Low; SWk 3
P.O. Bmr 300
Pinehair3f, NC 29374
Telephone [phone]
Fxr 910-295-3420
BM OIMn A HEµ 6 AMOCMT�. /LLD
MNaI®14 wMV640M,.nd 1L111/B16
1061AI�T 0� IN ST.
tRJTfLl01
HILLBBDROUOM, NO 2727B
lMQ6M 41 "
HngHIW1MITFAx
Tyler's Ridge
at
Sandhills
SWAMIS1111M
PbM 01101110
Developer -OOwne r
1, LLC
5200L40mil1N"d
UNCE e,TPe000531"
PI f Id142164M
0 75 E w0
IIIIIIIIm-
SCALE 1-- 50'4r
DRAFTING HISTORY
WORK DRAFTER DATE
REV PER NEINL MOLT
BNM
0520.11
CONSTRUCTION PRICING PLANS
BMM I
08.1411
CONSTRUCTION PRICING PUW5
BRIL
W 0811
TECHNICAL REVMPLANS
BRL
104-11
MNL
120/41
eeee
MICHAEL A. NEAL, PE 026396
DATE:IZ-)1 �l I
C-5
GRADING &
DRAINAGE PLAN 1
,
,
,
V

Ile
1F` \IP"
�341 Or
SLOT #892056 SF
40
06
If
312. NSF
GRADING AND EROSION CONTROL NOTES: \ , / \ \�� \ \ \ - - -
1. CONTRACTOR SHNJ_ SCHEDULE ATO HOLDA PRECONSTRl1CT10N \ z 9 `�� \ \ \ -
MEETING WITH THE OWNER (OR OWNERS REPRESEWFATPM AND THE
TOM OF SOUTHERN PINES PERSONNEL (EROSION CONTROL DIVISION)
PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES.
2. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE AWAY FROM TTE
BUILDING AND RETENTION WALL, PREVENT 13RD13AT W N PAVED AREAS,
CURB AND GUT IIM AND LANDSCAPED AREAS, SPILL CURB SHALL BE
NSTALLED IN CERTAIN AREAS THROUGHOUT THE SITE TO DIRECT
RUN-OFF TO STORM STRUCTURES. THESE AREAS SWILL BE mwnFIED
PRIOR TO POURING THE CURB AND GUTTER.
& ALL EROSION CONTROL MEASURES AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF
SOUTHERN PINES AND/OR NCDENR STANDARDS AND SPECIFICATIONS,
LATEST VERSION.
4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES
PRIOR TO BEGINNING CONSTRUCTION.
5. ADDITIONAL MEASURES FOR EROSION CONTROL MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE PER THE DIRECTION OF THE TOWN
OF SOUTHERN PINES AND/OR NCDETNRL
S. CONTRACTOR SHALL BE RESPONSIBLE FOR REMO'VRK' ALL EROSION
CONTROL MEASURES AS PERMITTED BY THE TOWN OF SOUTHERN PIES,
7. ALL DISTURBED AREAS SHALL BE STABILIZED NTH VEGETATION AND/OR
PERMANENT GROUND COVER WITHIN 21 DAYS OF COMPLETION OF ANY
GRADING WORK
8. CONTRACTOR SHALL INSPECT ALL E.C. MEASURES AND MAINTAIN THEM A
MINIMUM OF ONCE A WEEK AND AFTER EACH SIGNIFICANT RAIN EVENT.
9. CONTRACTOR SHALL PROVIDE PROVISIONS FOR GROUNDCOVER ON
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION
OF ANY PHASE OF GRADING; PERMANENT GROUNDCOVER FOR ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION
OR DEVELOPMENT.
10.THIS SITE IS WITHIN THE CAPE FEAR RIVER BASIN.
I I.DISTURBED AREA WITHIN PROPERTY: 18.16 ACRES.
12.PERSON RESPONSIBLE FOR EROSION CONTROL MAINTENANCERSSUES:
FINAL ROAD GRADES NEED TO BE INSPECTED AND APPROVED BY TOWN
OF SOUTHERN PINES FIRE MARSHALL PRIOR TO INSTALLATION OF
SUBGRADE AND FINAL COURSE.
13.ALL STORMWATER MANAGEMENT STRUCTURES &
TREATMENTIDETENTION FACILITIES SHALL BE PRIVATE AND MAINTAINED
BY THE PROPERTY OWNER.
EROSION CONTROL SEQUENCE U
1. OBTAIN LAND DISTURBING PERM.
2. SCHEDULE AND HOLD ;RECONSTRUCTION AT SITE
& INSTALL A PLAN BOX AT A CONVENIENT LOCATION WITHIN THE SITE TO
KEEP A COPY OF THE APPROVED E.C. PLAN, N.P.D.ES. REPORTS, ETC,
4.INSTALL ONLY EROSION CONTROL DEVICES NECESSARY FOR INITIAL
CLEARING OF SITE, SUCH AS GRAVEL CONSTRUCTION ENTRANCEM=
AND TREE PROTECTION FENCE. BEGIN CLEARING.
S.INSTALL SILT FENCE, SILT FENCE OUTLETS, TEMPORARY DINERSIOFIS, &
SEDIMENT TRAPS PRIOR TO GRUBBING AND EARTHWORK AFTERNNY
PHASE OF CLEARING OR GRADING IS COMPLETE, THE CONTRACTOR
SHALL STABILIZE THE AREA AS SOON AS POSSIBLE AND W ITFIIN 21 DAYS.
S. ONCE ALL SITE WORK IS COMPLETE AND STABIL®, THE CONTRACTOR
SHALL CONTACT THE EC. OFFICE FOR FINAL INSPECTION. F APPRWED,
CONTRACTOR SHALL REMOVE ALL E.C. MFASUIRES.
7. ALL BORROW OR FILL USED FOR THE PROJECT SHALL COME FROM OR BE
DISPOSED OF IN AN APPROVED LOCATION.
8. THE SPREADING OF GRADING SPOILS FROM LOTEH ONTO ADJACENT LOT IS
DEPENDENT UPON APPROVAL OF TYLERS RIDGE AT SANDHE.LS
CONVERTING SEDIMENT TRAP TO BIORIETENTION BASIN:
1. PRIOR TO REMOVING SEDIMENT BASIN(S), ALL AREAS DRAINING TO
THE AREA MUST BE FULLY STABILIZED AND APPROVAL TO REMOVE
THE TRAP MUST BE GRANTED FROM THE TOWN OF SOUTHERN PINES.
2. ALL SEDIMENT DEPOSITED IN THE SEDIMENT TRAP DURING
CONSTRUCTION MUST BE COMPLETELY REMOVED.
3. THE VEGETATIVE SHELF, FOREBAY, AND OUTLET STRUCTURES MUST
BE IN PLACE BEFORE OPERATION AS A STORMWATER BMP BEGINS.
SITE DATA:
SITE ACREAGE: 33.51 AC.
WATERSHED: WS III - LITTLE RIVER INTAKE 02
CRITICAL INTAKE: WA
100 YEAR FLOOD ZONE: N/A
Existing Property Boundary
Proposed Private Road Easement
Building Setback
--------------------
Paving Setback & Landscape B
Curb and Gutter
Future Construction
Drainage & Utility Easement
Concrete_
Concrete
Existing Contour
--400-----
Proposed Contour
�10
Legend
Limits of Disturbance
Proposed Waterrnain
w W
Proposed Sanitary Sewer
— SS SS
altar Permanent Drainage Swale
Existing Storm Drainage Pipe
).
Proposed Storm Drainage Pipe
Proposed Drop Inlet ■
Proposed Catch Basin -
Proposed Flared End Sect.
Proposed Junction Box 0
HUD ImprovementA Limits Note: All
improvements shown outside of Lot #1 are
considered offsite improvements, except for the
Highway 22 improvements associated with Tyler's
Ridge Court, which will be part of the HUD project.
Grading spoils from Lot #1 are also to be spread
out on adjacent lots rather than be hauled off as
part of the HUD project.
/17,532 SF
r
A
M.
Kai
III
III
_ Jill
11 III III ,, �/
�- �� 5
�A �Q
II I I I �,
17.
FES-16
IN V a 421.00 �\
MRP(�!D-S.S- _ �. � `RPRAPAPRON
\L-.W=r,TH=18'- z z, �
�54 LF 15'RCP A 0.as% - - - -
OPEN TFIIt011TCB48 \ 10 ._
RIM s491.00 ENV=427.82
1 vaur-4z180 CLASS
RpwIP APRON
tez
- r /
SWALE 5
375- 0 2.4%
EXCELSIOR -LINED
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parkr Lawn, Suite 3
A, 0. $eat 3083
AfN IAwrst, NC28374
211kpik ur 910-295-2232
Fax [phone]
M ONAEL A. ZEAL &ASSO.IATES, PLLn
OIBINEEM, SURVEYORS, WO MANNERS
FMM: POEM
1105 WEST CORBIN ST.
SUITE 201
HILLSBORIDUGHI, NC 27276
PM dM-12"
1I0NNe44.1347FAX
Tyler's Ridge
at
Sandhills
Smrham Picas
NNanh Cadma
DMIOW - O"W.
Tyleh Ridg Phw I, LLC
S200I.0011111e Mad
(ioarLlgWsoD®53IN
Phm k 1.4144015-7 82
90 0 25 80 NS
SCALE r- w-(r
REV. PER NEW LAYOUT
BWIN
0520-11
CONSTRUCTION PRICING PLANS
BWM
W14-11
CONSTRUCT10t/ PRICING PLANS
BRL
07-Mill
TECHNICALREVIEWPIANS
BRL
10811
REN910NS
MH1L
Im 11
nmNnln"
MICHAEL A. NEAL, PE 028M
DATE: 11 — N I - j N
C-6
GRADING &
09 DRAINAGE PLAN 2
BEFORE YOU DIGI
CONTACT ONE -CALL CENTER
1-800$324949
ALL CONSTRUCTION MUSTCONFORIA TO THE
UNDERGROUND UTLrIY PROTECTION ACT

Y
S;
8• #A7
SEE LANDSCAPE PLANS &
fDETAILS FOR PLANT
SPECIES AND LOCATIONS
9
�'Ny � �r�mramersTTuctuE
II SEEDIE AILSIMTHEEI AN►.
k I� 3$OETAlS7NISSHBcTA10
1_1_I!11
� r7
y° a S71rff1DEDILS9Hfff. GNERFLUNWEIR_LRIED HAYT 7
EX GRADE
OYE EXCELSIOR
YMMOPF
G EXTENDED TO
DO GRADE ON
1 MAX I TOP OF FIRM
4' Mtalch G, BERM —\ LANDSCAPE ARCHITECTURfi
Lay
f—& 1 MAX I LAND PLANNING
Planting Soil Specifications
Tubas: Body bon or homy SRN (asDl1
.. 11-allee) aM a day eatead of behoove 10 b
PSIL
e5-am seed
8.429 Few
3-0 Oyath Yallr
IN RANGE
ORGANIC MATTER 1.5-1111
t"mee/*
POFASSUE•Iao aft/am
SW9E SALTS FA to oaeed NO Plan
PIIOOMMM6 INDEX W-30
Veaetation SDecifications:
3' Planting Soil
(3" Ve b�)
Tie Underdrain
.collection system to
catch basin
IN -SITU SOIL (TILLED AND NOTE
BIONETETITION BASIN NOTM
t. M{dLATlall
. VOMOFTlEECKVAlMM MS LLIEVBW-14LUEeOTMMMLLiELEYH.
. C MRLLTE nBNN MIMOUIM1DrEOFTENOF&M M BA=101ELAEAM
aaMMM MIMRAL 1E®NMMLLEQaMNLIMNLMOFrMCOWWM
1 Trees shall be a minimum Of 25• Call ��IN WJP N'�aADOMMOFMINEdNa1L,EIB. mosmamm
IpCf F1�ffNLMMM�NEMDBM.InCw$ADALLYBETAl1YEMa1Bt RBBITORAIL
2) Shrubs shah be a minimum of S-5' in height PUAMID"MSOL aEE=CUMOFWCRw' AMU
. wAmRAnFCMLTo:IPea+aaoMNLFrsaFtrmLENswrauGmraorMaer
or 18' to 24' In spread. TAMINOWTHAOMERORBACINIEaCKIET WMUBSWANM lw Bf.GWATONEsr11
3)Plant At tree species to be from the NCDENR BMP BEVMIONDFWBaOO�W.ITESWMMLLOM
manual. t: VL a MMaweMDIMNAeBI
4) Engineer to approve Planting Sol (sandy loam) • TIRE GMEo CORER PLAN NMUS MU E Due 4MMIM THE MLOS WIN ONE OF
Prior to placement THE� OR 9°ra B"'e RABBL a NE (THIS nos NOT MnY
• UEGUNIV
DOWE RANIM& OMMMME POTS SN ALL E SR10 AM NM- OMMME PUTS
IRE & SHRUB SPA= SNAIL E RE11°M ROOT SY5196 OF ALL POTTED RANG MNL E spur OR
aIRMED.
Tree (tL) gob (R) • I E GROUND COVER SNNL E RANTED so TWAT THE Rams NE SNMMEM aY THE
SOIL BMW THE WAM POTS RAMS SPILL E SLT m THAT TIE Tees OF THE POT
YMYMNL 19 12 arm tIN L1CIo�TK ONE TIRE ROOTS W BIE WE rules SNARL E
AWW 12 8 • BMW KMMr, APR.Y A RE-BERMBIr HUNK tO TE MApO ND PUNEW
Q U OOVM am
I(ili1RN1N 11 7 INEINUDn GRIND DOER Elm SNALL E RMMMY
a IIMNMIARa
. IMH:I iFE tPOFETBNTION eIL71 aIMIG OO W TNICIMN m>ff FTIE BI1W I IFM lEl MIN®
IYtMM�BIr.GMpIB. E1C YAIENII'RB1U®1@MIE IM�IATgY.
• IM9:rAFIBtEAOILMPFNL.FRRIOE6RYPASSRMi11EMOfE1B11MIRIMILMNE
IH�NtYIBMMNDGWRiY®IOFiY.
. MIMOMMINIIETOTEt�E1M1MINSNeOTINTRIRM'fO013310rtRRIMIf. rM101R
TOP BERM
EL. 417.00
�t 23'
EL. 41s..
Ian 20' II
EMERGENCY OVERFLOW WEIR
COMPACTED)
BIORETENTION AREA
SECTION VIEW
Muldl Lnvar SnedRcaeae
1. free of Hrod seeds, soi, root, R otlHa material Rat is
not bale a bralcll Mood a Pak
2 Cormmercidy sealable double ample-•ahreaaae
hadlod muldl should be used
1 IOdch depth ellatdd De 4• after aettRllg. EXceeeiva
appticatton of mlddl con result n a sihlotial there the
plants am yoehg in the mulch R not 0la Sol.
4. iNldch cal be applied any time of year,
5. YRrdl ehd be atbast s rnanDls old.
6. tdldcll layer shd be renNnd as needed to mailtdn a
2-4• depth; an preriaNrely muldNd areas, apply sane -inch
layer of rase material. Added 1-2 times per year ad
�PNt�Y /mP�d one. e�Isr two years.
TOP BERM
EL 422.00U&M on 18'
EL 421.50
hNow 5' No
EMERGENCY OVERFLOW WEIR
O—RING RCP,
SIZE AND
SLOPE VARIES
PER BASIN
PIJWING SOL NO1ES:
111E PlAl1I1G 591E SHML 9E OF WORN COIPOSIMN. FREE OF
STONES. SOAPS, ROOTS OR SONAR OSEC15 LARGER MAN ME
NDL OW OR ANY OIM NATURAL Oft SUMT NME WNW MAY RE
HAMM 10 KA T GRORNK OR IMBANIE TO P1ANIIIG OR
MNNRNANM OPERATIONS
TIE"MG SOL SIVLL E FREE OF PLANTS M PLAIT PARTS OF
BrTLADA GRASS, OMACN GRASS, JOINSON GRASS, MOM
KnSEDLL PO9011 W. CANA" 1111111
1E RAISING SOL SHALE NOT CMIAN 1MC S WMW xwaR L 10
u1NNL RA1T5 NN NO"
• It ROMR AND SPEARS W RAMS SH M ON THE BANS SIM
E RAN® AT LOOA=" IMCATED Of TIE MM M AT
tWA1 GRIMM BY 11E DOW 70 1NE FMUMN '
SITMIM
• ROOT SS000 OF THE PLANT MATERIAL SHINE E NtPT IMST Mm46
WAUMT FROM THE SO NCE 10 1E JOB SEE me MIL RATED.
• MILS OF RANT PIT SHALL E BIG SO TWAT 1NEV ARE 1ER11CM.
• THE t RWU OF THE PLAMMG PR MUST E A MMRN OF SO (40
LAIIMt NM THE MIINEIER OF 1NE BALL W THE THE
• I E RNFMG m SIVIL E OW BMW 10 A10M I OF 11E BML
10 E IWE THE RISING GUM. LOOSE SOL AT TIE DOT= OF
TIE m SBALL E T 01FED BY NAND.
• THE AM MIME AIUW OF FBt1I129t 6 10 E RACED AT TIE
Wr:ON OF THE Pit (SEE 1111111M RATES MOM
• TE RIIR SNAIL E 581ME PRON 1E OWANS AND RACED N
THE RANMG RF m IFING MO CMWM I E PINK BY THE BALL
WT BY MOM • S"T THE KKTT tPNW NO LA N INE M OF THE PIT SO HART
I E IW OF THE BALL 6 MFOM MIELY I ABOVE THE FINAL CRIME
• RAOELL PLANTING Rr WN RARING Sal.
• 11K SIRIE RANT NBLNIS SIRRI9a MMW BAC ORM
PFACEO .
• NEIR CON Ili THE 10P OF THE BALL Will SOL NOEW SOIL
AM= 1E EXPO® BILL
TIES SNNL E BRKM BY U911C 20t 2UMM OM SPIES SINES
SNARL E RA EB PMAUEL 10 UVXWM No MLDIR.S SINES
ME A E EMINLY SPACED ON THE GNSE OF THE TREE BALL
UXM NOSE NW WE MOM THE WE 10 1E SOLES
TOP BERM
EL 432.00 23'
EL 431.60 No MEW
am 20' N
EMERGENCY OVERFLOW WEIR
FLUSH MOMT MAI ME FLUSH MOM MAMME r Mal Nw q TOP BERM FLUSH NOVAE KNOW F Mat OpeningRINGING RING AC CM RAND COVER. q_ ) EL. 440.00 MA NO Cam'
aqRR 2U 4,Ao TOP BERM
EL. 404.00
EL. 439.00
10' 8'
( B e, EL. 438.00 tom_ �1 EL 403.00
NV. 416.a0 DUI . . s"4Ib�T �T .� 4
Doh
m
PRIMARY OUTLET STRUCTURE
Batton of
Bub B.
41000
PRIMARY OUTLET STRUCTURE
PRIMARY OUTLET STRUCTURE
BIORETENTION BASIN #1 BIORETENTION BASIN #2 BIORETENTION BASIN #3
NOTES:
1. EMERGENCY OVERFLOW WEIRS SHALL BE LINED WITH
EXCELSIOR MATTING AND EXTEND TO EXISTING GRADE.
2. SEE OPEN THROAT CATCH BASIN DETAIL FOR ADDITIONAL
PRIMARY OUTLET STRUCTURE DETAILS.
3. BIORETENTION BASIN #3 DOES NOT HAVE AN EMERGENCY
OVERFLOW WEIR.
OUTLETS PER BASIN
BIORETENTION BASIN
Not to scale
Behan of
Beep EL
43MW
PRIMARY OUTLET STRUCTURE
PRIMARY OUTLET STRUCTURE
BIORETENTION BASIN fi
30,PanterLom SNttf 3
AO Bas 3083
MwhuM NC 28374
Tekphwm 910-293-2232
Fax [phone]
ML9MEA. WAL• ASOO MnS. PLLC
EMaMMR4 NARIEYORA etta PLAreeees
Fmc P-0Daa
105 WEST CORBIN ST.
SURE 201
"LWWMMH, NO 272-M
twgeu-tzn
tMne44-1347FAN
Tyler's Ridge
at
Sandhills
SoaPoela Pores
Narlh corolme
Developer - Owner:
T7Yks% RWgc Phm 1, LLC
52DO Lean sRed
Gmcoddt, Wbo® 53129
Pboack 1_414456J ffi
REV. PER NEW IAYCUr
am
0520-11
CONSTRUCTION! PRICING PLANS
BWM
08-14-11
TECHNICAL FEVIEW PUM
FIRL
10$11
TBCHM IIEW NPUM
BRL
1241-11
MICHAEL A. NEAL, PE 02e396
DATE:
z—Al--11
D-7
STORMWATER
BASIN DETAILS
Y
Y
Y

\\\\\\\ 1\\\\\\\ /!!! l I/!!7/ \''-_ �� � O� \-- 1 \� \\ ` \\\ `\\ \ \
EL
'SOS \ \ \ \ \
4211,
WETLANDS
�\ - ,Uk \\�\__
IIVRgPo \\\\ \\\\\\\\ \\ 1\1 \ \\ WETLANDS
--- _ -' - - - - - swA s \ \ \ \ / ! r \ \ \� \ \ \\\—-___=---- `��—\
�2.4'h \\ \ \ \ \ / \ \ \ \\\ �_ -- ---` \
_ _`\-.\ ' I 1 \ \\ \ ` O\ \\ \\ \ \ \ \ \ 11 \\\
\5'\\`RIM
75 1\ \ \ _ i..• _ _ _—_—__1
- \ 1\0 \ \INV� 4.50 - - - -_ - - \ \\ \ \ \ \\ \ - \ `�� \ \ \ \ 1 J \\\ \ \\
\
1-7
118 LF 15 RCP 3.17.6 1\ � _ _ \ \ \ \ \ \
\ --- ---'._ �'\ \\ \\ \ INVT,IR litT4•416:00\ �._—
\ \ I-\ \ \ \(-� �I \ \ -� - =i-
\ �-1 -1_ r=_ -
\\`. 4,\ LFIa I
,•y11t III II \ \
`FUTUREIMI GE PIPEsaND— \ \ \ \ 1 \ 1 \ 1 I I I I I I �Il 1\ 1 ` \ . \ I \°I' Ir ® —
\ \ \ \ \ \ \ STROCFURES • QI TO BE
(TYP.) — — — \\
-,_---F -A_____ z � __ \\I\` \\\ \ \ \ �/ETLAND
Legend \\ \ �— \ \ \ \ \ FUTURE DRI AY "E"
Existing Contour 'ss SS --e--- s •�--}- ss s�� s -�->-$
Proposed Contour =\ _ , \ \-/
\\ \ \ \ -- �- \ -- 1 _ _ --,_ I I Ilul I IN / I I I 1 1 \\ \ \ \\ \ \ \ \ \\S\\\\I \ \`I 1 11� \ 1�i \ ✓
Existing Property Line \ \ \ ' \ 1 q \ I _ `_ - ` ( _
\\ i --- ---- \ I--- -_� _�- I j 11 / r / I � f � 11 \ \\ '.4'+��\\O�\\\\\`i\\ \I\I \ , TIU
Existing Storm Drainage Pepe
GE
ProposadStorm DrainagePipe \ \ \\ \\ \\ \\ \ GE 1 \ 43725 \ i I I I/ J ( \ j I E4 41's 1
Proposed Drop Inlet ■ \ \ \ \ W— W— —W W — _yy I I \ \\ \ \ \ \ \\\V.
Proposed Catch Basin
"B7
Prop. Flared End Section
Proposed Junction Box OFES
FFE:
\ = FFE: \ !. ; \ \ \ \ \` IW-41f.00 \ \\ \ \ \ \
OREBAY \INK=\ 4� \ \
FFE: ! BLD I \ \ \ \ \\ \ \ \ 14 \ \ \\\ �\ \ / / \ �, \ \
1 1 441.00 FFE: FFE
437.25 3 S [ky 435.25
Fft \\\ \ \ \
SHALE 1 I 1 1 \ Nv4n:oo\
s — \ \ \ \\\= \ \\
1 1 \ \\ \ \ \ \ n`\
1 \ \ \ \ \i• 1 �j
cd N
HUD Improvements Limfts Note. All
improvements shown outside of Lot#1 are \ /� / ! -
COnSideted offaite improvements, except for the _ ! / I r / `r . FFE: tt
Highway 22 improvements associated with Tyler's \ N \ \ 44 .00 \ \ FFE:
7
Ridge Court, which will be part of the HUD project \ 1 1 ` i / 1 I 1
Gradingspoils from lot #1 are also to be \ 000 I { I / • PAL 433.50 \ t i
po Spread � I I / I I � RIM: 434 00 •.:: \ \ \ / I / \ � — — — \
W on adjacent lots rather than be hauled off as
part of the HUD project
I I I
• J -,. ; ':
1 ) FE$
/ INVI= 43985 1 I 1 1 I ARAGE GARAGE GAF�GE
1 I I I 1 \ FFE I I 438.E9 434.25
I I I I w W r W W W W —W FES /r _ \ )POSED \
SS ---� SS SS INV - 422.00 OVERFLovy- \ \ \ \ SE R LINE
SS
i 1 S SS SS SS S --j—}- / p� I WE13- / \ \ \ SEE UTIL ! I
DR EWAY "A" 1h J
/ \ B10 ETENTION W. c 421.50 / I \ \ \ PLAN A
a / _ ASINg2 r / 32f06ao%\\ \\ \\ \ \ I
i FWM=d T I I I E ---- —
1 OPEN THROAT CB-1
15^ IP ToktM RASN \ / / -Ira HHggQAT = 421. �.5'
\ ! I I I I I I H DUTY p — / \\ INV�U#�+4tM
DPAIri I \ \ \ / \ \ \ \ \ I 1
\ 1\ 1IN N/ / / / ►i I I - I•. Ii 1 I \I #1 �FE: D FFE: BLD FFE;,
0 L#2
714825I Y436� RY 432.25
S R\ \ \\ \ \\ \
\
FES \ \ 1 \ \ \
\ EL1.437.0 j I I I / 24 U ITS / INV=427.00
I 24 U ITS 11 / \ \ \ \
I / FORE OFFICE i s I /
CA I
\.,,. \ ,.•.1 J I
FES I FES / I -
- — — -- — — INV=435.16 INV=435.90 SWALE
SCALE 415' @ 1.790A
17V @ 1.79% 16 LF lW RCP O
1.79% I
THE
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lane, Suite 3
P.O. Box 3083
Pinehurst, NC 28374
Telephone [phone]
Fax [phone]
MICHAEL A. NEAL & ASSOCIATES, PLLO
ENGINEERS, SURVEYORS, s W PLANNERS
FIRM: P•0988
106 WEST CORBIN ST.
SUITE 201
HILLSBOROUGH, NC 27278
(919)"4.1277
[phone] FAX
mneal@maneanglneera.00m - __-
Tyler's Ridge
at
Sandhills
SoudiernPines
x«1n corolma
Developer - Owner.
TytetsRicip Phase L uc
52M Loomis Pow
Gn wdole, Wisconsin 53129
Phone [phone]M
NORTH
0 2s eo tog
SCALE 1"= W4r
DRAFTING HISTORY
VKM DRAFTER DATE
REV. PER NEW LAYOUT
BYVM
05-20.11
CONSTRUCTION PRICING PLANS
BWM
0S-1411
CONSTRUCTION PRICING PLANS
BRL
07-08.11
TECHNICALRE1AEyVPLANS
BRL
104-11
PE 028385
DATE:
GS
GRADING &
DRAINAGE PLAN 1
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HUD Improvements Llmifs Note: All ♦ \ \ l \ J \ \ \ \ \ / / !/
Improvements shown outside of Lot #1 are
considered offsite improvements, except for the ` \ \ \ \ ` _ n E RtTS L��JG \ ` 1
Highway 22 Improvements associated with Tyler's \ \ \ — — — ` I 1 O
Ridge Court, which will be part of the HUD project ♦ \ II / / / \
��_BUST E-- P RK
Grading spoils from Lot #1 are also to be spread � \ / / / / / ' / I I / �
out on adjacent bts ratlrerthan be hauled off as � \ \ \ '- — ' _ — — — '- — \ \ / / � , oyry � / / / / / / I I '— - •- '�` —
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part of the HUD project \�4 \ \ P J ECT \\ I W �
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Existing Contour °°
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Proposed Contour / 55 / / / / , / / / i /
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Existing Storm Drainage Pipe
sa—e sow--so-3-- ♦ \[ _, / / Y
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W
THE
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker lane, Suite 3
P.O. Box 3083
Pinehurst, NC 28374
Telephone [phone]
Fax 910-29S-3420
MICHAEL A. NEAL$ ASSOCIATES, PLLC
ENGINEERS, SURVEYORS, said PLANNERS
FIRM: P4)398
105 WEST CORBIN ST.
SUITE 201
HILLSSOROUGH, NO 27278
[phone]
ISIS) 6444347 FAX
mlrealemnaengineemoom
Tyler's Ridge
at
Sandhills
SoWhem Pines
NOA Camlina
Developer -Owner:
Tykes Ridge Phase 1, LLC
S200Loomis Road
Gr CDWWboonsin53129
Pbonc A:1.414,Ss6A282
NORTH
SO a 28 SG tab
SCALE T= W.W
DRAFTING HISTORY
WORK DRAFTER DATE
REV. PER NEW LAYOUT
BUM
0520-11
CONSTRUCTION PRICING PLANS
BM
OS.14-11
CONSTRUCTION PRICING PLANS
BRL
07-08-11
TECHNICAL REVEW PLANS
BRL
10-&11
0
MICHAEL A.NEAL, PE 026M
DATE: 10-08-2011
C-6
GRADING &
DRAINAGE PLAN 2

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UTILITY NOTES
1. ALL WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE I I WITH L L 1
TH THE LATEST ORANGE WATER AND SEWER AUTHORITY -I
STANDARDS, SPECIFICATIONS AND DETAILS. I r J I
2. THE CONTRACTOR SHALL CONTACT N.C. ONE CALL CENTER
1-800.832.4949) AT LEAST 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION TO HAVE ALL EXISTING UTILITIES LOCATED. HE SHALL I __
ALSO CONTACT ANY INDIVIDUAL UTILITY COMPANY THAT DOES NOT
SUBSCRIBE TO N.C. ONE CALL TO HAVE THEM LOCATE THEIR UTILITIES.
CONTRACTOR SHALL COORDINATE ANY REQUIRED RELOCATION OF
EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY.
3. ALL NECESSARY PERMITS SHALL BE OBTAINED PRIOR TO I J J
CONSTRUCTION. I Jr r
4. CONTRACTOR SHALL HOLD A PRECONSTRUCTION CONFERENCE AT 1
THE SITE PRIOR TO BEGINNING CONSTRUCTION WITH THE f
OWNERIOWNERSREPRESENTATIVE, OWASANOWNOFCHAPEL ( I L r J
HILL,ORANGE COUNTY SOLID WASTE AND EROSION CONTROL AND NC
DOT.
5. ANY AND ALL ROADS,DRIVEWAYS OR DEDICATED FIRE LANES USED _ FOR FIRE DEPARTMENT ACCESS SHALL BE ALL WEATHER AND — —
DESIGNED TO SUPPORT AND CARRY THE IMPOSED FIRE APPARATUS _
WEIGHING 75.000 POUNDS. FIRE ACCESS ROADS SHALL HAVE A SSMH 10
MINIMUM WIDTH OF 20 FEET WITH OVERHANG CLEARANCE OF 13 FEET I
6INCHES.
8. FIRE ACCESS MUST PROVIDE A MINIMUM WIDTH OF 20 FEET TO I I
WITHIN 150 FEET OF ALL EXTERIOR PORTIONS OF ALL BUILDINGS.
7. FIRE LANE STRIPING AND SIGNAGE SHALL BE COORDINATED I
THROUGH AND APPROVED BY THE CHAPEL HILL FIRE DEPARTMENT.
8. F1RE HYDRANT LOCATIONS AND SPACING MUST MEET I t—
REQUIREMENTS OF APPENDIX C OF 2009 N.C. FIRE CODE AND BE
WITHIN 150 FEET OF ALL FOC BUILDING OONNECIONIL i 0 0 ? -
9. ANY AND ALL GREASE TRAPS REQUIRED FOR THIS SITE SHALL BE I I J
ACCESSIBLE BY GREASE COLLECTION TRUCKS I m co N
10. CONTRACTOR SHALL COORDINATE RELOCATION OF EXISTING a
OVERHEAD POWER LINES & POLES, ABANDONMENT OF EXISTING I
SERVICES. ETC. WITH DUKE ENERGY. CONTACT PERSON: SIEVE
SMALL OFFICE 91"183138.
I I
HUD Imarovements'Umits Note, All '
improvements shown outside of Lot #1 are
considered oifsfte improvements, except for the I
Highway 92 improvements associated with Tyler's Hm
Ridge Court, which will be part of the HUD project. I I
Grading spoils from Lot #1 are also to be spread
out on adjacent lots rather than be hauled off as 1
part of the HUD project, I
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THE
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lane, b'alte 3
FaBox 3083
Pfnehurst, NC28374
Telephone [phone]
Fax [phone]
`\
MICHAEL A. NEAL& ASSOCIATES, PLLO
\
ENGINEERS, SURVEYORS, w4KANNERs
FIRM: P44M
\
\
105 WEST COR13IN ST.
SUITE 201
HILLSBOROUGH, NC 27278
\\
[phone]
(919) S44s1847 FAX
m0eai@menaen0inaereoom
1 \
Tyler's Ridge
at
Sandhills
EX. 8" SNMARY
Southem )tines
SEWER UNE
Nm& Carolina
d
Developer - Owner.
RVV udd I1 C
lyl\ 0L*o
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GmwAmk, W,sm 53129
PLone* 1.410.8569282
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MAIN TO EXISTING
WATER MAIN
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4" SS SERVICE
LATERAL WM.)
— — — — — - — ' — — 25 BUILDING SETBACK
IPF __ IRSL_—
DRAFTING HESTORY
WORK DRAFTER DATE
REV. PERNEAILAYOUT -
am
0540-1
CONSTRUCTION PRICING PLANS
BWM
M14-11
CONSTRUCTION ING PLANS
BRL
07.0a-11
TECHNICAL REVIEW PLANS
I BRL
10dr11
- --f—
C-7
UTILITY PLAN I

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considered offsite improvements, exoaptfor the ! / t \ / t FFE \ \ \ \ SS W
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17V@1.79% 15LFIS- RCP
@
1.790A
1.5 _Jt
3
THE
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lane, Suite 3
P.O. Box 3083
Pinehurst, NC 28374
Telephone [phone]
Fax [phone]
NWHAEL A. NEAL & ASSOCIATES, PLLC
ENGINEERS, SURVEYORS, aWa PLANNERS
FIRM: P-OM
106 WEST CORBIN ST.
SUITE 201
HILLSBOROUGH, NO 27278
[phone]
[phone]FAX
mneatemanaenghtwo cem
Tyler's Ridge
at
Sandhills
Souttlan £nxs
North Cmv ma
Developer - Owner.
Tykft Ridge Phase L LLC
5200 Loomis Road
GNxmd9 %Vonsm53129
Phones: 1 414-856-9282
NIT
50 a 215 80 too
SCALE 1" a 60'4 r
DRAFTING HISTORY
WORK DRAFTER DATE
REV. PER NEW LAYOUT
am
o&20A1
CONSTRUCTION PRICING PLANS
BWM
06.14-11
CONSTRUCTION PRICING PLANS
BRL
07-08-11
TECHNICAL REVIEW PLANS
BRL
[.
MICHAEL A. NEAL, PE028M
DATE: 104s-2011
C-5
GRADING &
DRAINAGE PLAN 1
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— — — — — — — — — — I O d I I 11
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HUD Improvements UmNs Noss: All 1 1 \ \ \ \ \ � _ , - \ \ \ \ \ /
m,
improveents shown outside of Lot #1 are \ \ \ 1 \ rr — T — _ Q
consideredoffsiteimprovernents,exceptforthe ` \ \ \ _ ER S rlG \ 2
Hghway 22 improvements associated with Tylel's \ \ \ — — — ' \ 1 O
Ridge Court, which will be part of the HUD project
Grading spoils from Lot #1 are also to be spread \��. \\ \_BUST- ESS P—RKrt
pout art n the centHUD lotsratherer than be hauled off as P J ECT
IN
ss s
,v.
,
1
Leaend
Existing Contour— — — — —
Proposed Contour
Existing Property Una
Existing Storm Drainage Pip—
Proposed Storm Drainage Pipe \\, i j \/
Proposed Drop Inlet /� / \ / / `—
Proposed Catch Basin W
Prop. Flared End Section (a
Proposed Junction Box O ,'
1 / / /<
/. ' /
SWALE 5
375- O 2.4%
it
3
THE
WTI - -- _t
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lane, Suite 3
A Box 3083
Pinehurst, NC 28374
Telephone [phone]
Fax [phone]
MICHAEL A. NEAL 6 ASSOCIATES, PLLC
ENGINEERS, SURVEYORS, and PLANNERS
FIRM: P4898
105 WEST CORBIN ST.
SUITE 201
HILLSBOROUGH, NO 27278
(619)644-IVI
(S19) 844.1847 FAX
—_ - mlresI&MIlentrineemoom
Tyler's Ridge
at
Sandhills
southern Pines
Noah Carolina
Developer -Owner.
Tykes Ridge Phase I, LLC
5200 Loomis Road
Graodale, Wisconsin53129
Phone N:1414.RS5A282
6o a 25 LID to
SCALE IN= W-
REV. PER NEW LAYOUT
BVYI4t
05.20.11
CONSTRUCTION PRICING PLANS
BWM
M14-11
CONSTRUCTION PPICING PLANS
BRL
07-MI1
TECHNICAL. REVIEW PLANS
BRI
104411
A.
MICHAELA.NEAL, PE 028M
DATE: 10-06-Mi
C4110116
e � �►
DRAINAGE PLAN 2
I
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Ay 1 BASIN 04
\ t
Wes_W—W
SSMH 14 AY
SS
/ SBMH 13
/ 88MH 12
,
30' PERENNUU.
STREAM SETBACK
\ 9�0 ' 1
kk
1
---� \""�'"'• �...i ram,"„ � ':, � ` 4s \
B" ss (TYPa ll Ss . - \ '�. „i 9� •� .
50' BUILDING SETBACK — — — — _ — \ `� ` ` \ ` s�
--- — CMF '`�
_ it \ 0
i I r J L 1 SSMH 11 tI \ \ \
UTILITY NOTES: I a",
1. ALL WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE I L L _--_--_—
WITH THE LATEST ORANGE WATER AND SEWER AUTHORITY "I V'1
STANDARDS, SPECIFICATIONS AND DETAILS. I'l — I_J _I I � L J J
THE
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lane, Suite 3
P.O. Box 3083
Plnehurst, NC28374
Telephone [phone]
Fax [phone]
2. THE CONTRACTOR SHALL CONTACT N.C.ONE CALL CENTER
J FL
1.800.832.4049) AT LEAST 48 HOURS PRIOR TO BEGINNING " N
CONSTRUCTION TO HAVE ALL EXISTING UTILITIES LOCATED. HE SHALL
ALSO CONTACT ANY INDIVIDUAL UTILITY COMPANY THAT DOES NOT _ ` S� \ \ -
SUBSCRIBE TON.C. ONE CALL TO HAVE THEM LOCATE THEIR UTILITIES. - tL, J \ ` \ IINHNEL A. EAL&ASSOCIATES,
SS CIATE ,PILL
CONTRACTOR SHALL COORDINATE ANY REQUIRED RELOCATION OF ( I (� 1 I I r J L — ` 1 \
EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY. \ \ - -
3. ALL NECESSARY PERMITS SHALL BE OBTAINED PRIOR TO \ J L L y' 1 J- - L �"'- �1 -r �- r \ M \
CONSTRUCTION. I r r- L f -L J -`l-• J L J i \ \ \ \ •`\ \\ 106 WEST C RBIN 8T.
SUITE 201
HILLSBOROUGH, NO 27278
4. CONTRACTOR SHALL HOLD A PRECONSTRUCTION CONFERENCE AT .� I 1 f i - I \ \ •� �i \\ \ [phone]
THE SITE PRIOR TO BEGINNING CONSTRUCTION WITH THE I _ I ` \ - (919)84MIs47FAX \\ �� mneal�manaenglneare.com OWNER/OWNER'S REPRESENTATIVE. OWASATOWN JTOWN OF CHAPEL I I L _..
HILL,ORANGE COUNTY SOLID WASTE AND EROSION CONTROL AND NC 1 I
[)Or.
i i-- — — —� I \��� it ��)) FUTURE DRIVEWAY -WE" _ _ \ t - 1 d
FOREDEPARTMEM'ACCESSSNALLBEALLWEAIHERANDSUSED I - - - - _ SS
-- H8 I� Tykes
SS SS j--
5S - - 9 SS —� SS SS SS - --� SS
DESIGNED TO SUPPORT AND CARRY THE IMPOSED FIRE APPARATUS SS i^-\ 1 8 � r ,7L, t
WEIGHING 75A00 POUNDS. FIRE ACCESS ROADS SHALL HAVE A // - - - _ , - - ' ^ I I = _ �- - II j I J I N �•' \ \ , Sandh111S
MINIMUM WIDTH OF 20 FEET WITH OVERHANG CLEARANCE OF 13 FEET SSMH 10 ` I I-��� N ;`,
B INCHES. I I I "— — J I I I \ \
i� 1 EX. 8" SANRARYsoudlem MGM
I I---------J L'-'--- _ J - - --- _ --I � `1 . NorthCarotina
1 SEWER uNE
S.FIREACCESSMUSrPROVIDEAMINIMUMWIDTH OF20FEETTO - - - - - - -
WITHIN 150FEET OFALL EXTERIOR PORTIONS OF ALL BUiLDWGS. I I GARAGE GARAGE GARAGE \ \ \ d \S d
7.FlRELANE SiWPINGAND S(GNAGESHALL BECOORDOJATEO •\ lot
\ ` r ^ 1 SSS �•�DCVC)Op PbaseIICi:
THROUGH AND APPROVED BY THE CHAPEL HILL FIRE DEPARTMENT. I52200LoRoad �
8. FIRE HYDRANT LOCATIONS AND SPACING MUST MEET I H w W w _ W 11 W W — w — W w SS SS H 7 \ \ { ` & 141 29
REQUIREMENTS OF APPENDIX COF2W9N.C.FIRE CODE AND BE — SSINt122 SS SS \ -
wrrwN 159 FEET OF ALL FOC BUILDING ooNNECrroNs I Q O ? DRIVEWAY "Q" \ �> \
9. ANYAND ALL GREASE TRAPS REQUIRED FOR THIS SITE SHALL BE I I d• S� ' \ �� TIE NEW SANR'ARY
ACCESSIBLE BY GREASE COLLECTION TRUCKS m M N � ' - _
� - \ � r ` � `\ SEWERTOEXISTING
MANHOLE�_
TER
10. CONTRACTOR SHALL COORDINATE RELOCATION OF EXISTING >, , -... • .. \ \ - \ MAIN TO EXISTING
OVERHEAD POWER LINES & POLFA ABANDONMENT OF EXISTING vWATERMAR4
SERVICES. ETC. WITH DUKE ENERGY. CONTACT PERSON: SIEVE I - `
®
SMALL OFFICE919.8183138.
I
1
3E
HUD Imarovenmr1s'Umits Note: All
I
improvements shown outside of Lot #1 are
considered offsite improvements except for the
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}
Highway 22 improvements associated with Tyler s
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t
F
Ridge Court, which will be part of the HUD project.
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Grading spoils from lot #1 are also to be spread
I
fit
P—
out on adjacent lots rather than be hauled off as
(
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D
part of the HUD project.
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® BLDG #6
3 STORY
24 UNITS R
voLL L � p'
t
O�L SSMHS "
\ O. 9
DROP) NORTH
\ A% \ \ v • N 1 1 80 0 28 89 tm
ss
Ay 8"VIOL(TYP•) •\
FEN COURT
ON
Z
I� N v SSMfi21
cZi m M N I ® Qa !'LAY /ARB©i>
FIR\ EX.`" WATER LINE
� rn ASSEMBLY (TYPJ
s" SS m'P•)
ID 8"W"-�)
O GARAGE GARAGE k
GARAGE
my rn w
W I^1 w w
I W W W W _ SSMH 17
_ W -
ISS SS SS SS S SS SSMH 19 S ---ASS SS SS SSMH 18
Legend I DRIVEWAY "A" \
I C / BASLN02
SS H 20 , 3
Existing Property Ling I 8" SS (TYP.)
Existing Water Una
W W--
Propos w Water Una w I I ,L/WATER BLDG #2 BLDG #1
Existing Sewer Una I I ARASOR 3 STORY
— SS _SS__ - C SS SERVICE FOR 3 STORY \
ProposeSd 24UNITS
SSewerUna SS_ I BASIt�03 MAINT. DUMPSTERDRAIN 24 UNITS
1 Existing Power Pole $ CMF I \_ OFFICE oG I
CAR 4" SS SERVICE
Fire Hydrant 1r 1 WASH m LATERAL (fYP.)
Fire Department Connection ®
Sewer Manhole ® CMF _ — — — — — — — — — — — — — — — —
SS Cieanout . — — — — 25' BUILDING SETBACK I P F _ _ _ _ _ _ IRS — - �-
CMF
SEPARATOR
8-xr REDUCER, 2" WATER SERVI E FOR
MF BLOW -OFF ASSEMBLY HOSE BIBBAT MPSTER
„
REV. PER NEW tAY0l1i
BYMN
05.20.11
CONSTRUCTION PRICING PLANS
BYIAN
W14-11
CONSTRUCTION PRICING PLANS
BRL
07-08-11
- TECHNICAL REVIEW PLANS
BRL
10.8-11
MICHAEL A. NEAL, PE 028998
DATE:- 10-06.2011 -- -
C-7
UTILITY PLAN I
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