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Recorded: 04/27/2022 at 11 -04:-29 AM;- RM- RIGHT OF WAY TOWNSHIP: PLEASANT GROVE AND HAVE RIVER COUNTY: ALAMANCE STATE: NORTH CAROLINA .115 MacKenan Drive 1 Carer, NC 275111 t: 919.469,33401 license #: F-14791 SURVEY
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l 4I/ \ '/( 'I I l ) / \ O �- \ I r PIN:8896777840
/ / MARTIN MARIETTA MATERIALS INC / / J"/( I/, r ` / / �/ /l////I/i Z 1 I-� I ,\
l DB 4109 PG 687 / / I ///////� /,I//11/ 1, - \
l PB82FIG452 / l / /� 9 / 1(lll /�I '/'ll` I - /\ \
PIN. 8896695070 % %l IS / ` r///�jl//�i% (1/J% /�I \-
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APPROXIMATE ACREAGE: 19.7 /l /l / , `i/ ///[It��/�%I�/// /�/ /i! /�`O /
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/ \
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N v' / S12c' C1 02

DEMOLITION NOTES Cn
1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
2. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
ACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH
WITH ALL APPLICABLE RULES AND REGULATIONS. CONTRACTOR SHALL
SALVAGE ALL SIGNAGE, METERS, ETC. TO OWNER. COORDINATE WITH
OWNER PRIOR TO DEMOLITION.
FC- 3. CLEAR AND GRUB AS NEEDED WITHIN CONSTRUCTION LIMITS PER
003 SPECIFICATIONS AND DRAWINGS. EXISTING TREES, SHRUBS OR OTHER
1111 LANDSCAPE MATERIAL WHICH WILL CONFLICT WITH NEW CONSTRUCTION C,.)
SHALL BE REMOVED (WHETHER OR NOT SHOWN ON THE DRAWINGS) C)
1 gyp" _ OHP� / �' I FOLLOWING APPROVAL OF ENGINEER. BY SUBMITTING A BID, CN
~
_OH \ / / ��I II 89' CONTRACTOR ACKNOWLEDGES THAT THE SITE HAS BEEN INVESTIGATED Q
/ OHP '_�_ _® / ;I" TO DETERMINE TYPE, SIZE AND QUANTITY OF CLEARING REQUIRED FOR z
0 ,,,,, WR CONTROL PT#3(NAIL) _ SANDY CROSS RD � / �' // \ // I CONSTRUCTION.
GROUND COORDS SR 1752 R/W— _ /j / I 4. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO
NAD 83-2011 60'PUBLIC RIGHT OF WAY — - - _ _ , �j , , ' PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION.
- R/� PP R/W � I01- I I Q
IVER BUFFER \ �\ \ NAVD88(GEOID 18) _ _ _ _ 2-LANE EX. ASPHALT - _ _ _ _ _ - \ = ANY EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST U
22 R W \ _ — �'� I _
RCP ` �,-�''� C' \ \ N:869,514.4181 70284 - _ PB 76 PGA / - - _ _ gym_ _ _ / / `I Q I BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND
' \ \ EX. 12"RCP \ \ \ \ EX. 12"RCP SR 1752- SANDY CROSS RD ' _ R/ - =a- - _ �x 1� `� REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH
\ / E:1,897,522.6636 �� �650 _ _ _ _ _ _ O
37' °� \ �; INV=629.04' \ ` ` 60'PUBLICRi)F WAY / / F r-�" 64 W R > _ _= 1oD , \ o EXISTING CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO z
3'w\\ \\i \ lNV=630.16 \ EX. ` \ \ \ \ _ _ / o+ -L€ fi'l3 TP R _650 _- - - -
'— — \ N \\ ` \ \ \,PP \ \ 2-LA/`l ASPHALT \ \ — '— / - - _ _ _ _ ;_ - 170 - - - -_ BE REMOVED). UTILITY INSTALLATIONS MAY UTILIZE OPEN CUT OF =
\ \ \ R = � � \ EX. _ _ _ - �a+P=�oHa- / 6p1 / - - - - -649- - -� �� - _ _ - -4C)- - - - - - \ \ I
\ \ \ �� _ \ \ \ P - P-- / R / RAW- / 15"CMP L I PAVEMENTS UNLESS INDICATED OTHERWISE. TRENCH IN EXISTING w
_ _ --� 0n��- 644 _ a{ / \ - - - - - -/ J o - - _ _ �- - _ - - - - -� - -_ -- - - ---- ----- I ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR DETAIL.
CAREFULLY REMOVE - \1_ \\ ,TP-� _63e ,_� V R1W - - W R W � i , -_ - ' _ - - _ tl \\ \ I Q
_ Gr 5. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL
/ L - TREES AROUND643 -644645 _ _ _ - _ CAREFULLY REMOVE _ ! - _ - - - - - -__- _FCC-FtB \ ` ' \\ `�
/ EXISTING UTILITIES - 6 "" �— - - - _ __ _ _ - _- i-SEOP - 51 _ _ _ _ " s _ _ __ _ _ R �� OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFYCN
W
\ �- /� / Tj/ / - -�--� _=T = - LID
K - TREES AROUND _ C6, �5� g 'HALT / _ - - _ - _ _ \ / R �} / - _OPTlC�9X `/ ;; ENGINEER IMMEDIATELY.
-� lG r / / EXISTING UTILITIES - / GEOFA _ _ _ _ _ _ _ —/ ) — — — — — _ _ _ _ — — — EX. 'f \�I ;; 6
-------- - / - — EX. EDGE _ - - - / , - yW I�� TOP=652.60' THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTLITIY LOCATOR LLJ
- ---------- ------ _ _ - T - _/ C5 _ _ _ �� _ - / _
`P -----`�------ --- �'------ �' 4( g �S x - -r` - / INV=650.65 LANDS _- - - _ \ LANDSCAPED
ICI ; ;; SERVICE TO LOCATE ALL UNDERGROUND UTILITIES (INCLUDING BUT NOT
�� LIMITS OF CONSTRUCTION �_EOP_ — _ _ / ;
EX E OFg�k PHAL TyQ EX. INV=644.51' � 6_ �.. - M� EX. INV=648.41' _ - - - _ _ - W¢- , ' I lNV=649.69' AREA J U
I � I , „ �, LIMITED TO ELECTRICAL, TELEPHONE, GAS, CABLE, FIBER OPTIC WITHINUU CIO
EX, INV 648.27' �\ K = _ _ _ ___ _ - - - EX. BLOCK .0 PP o f i I j THE LIMITS OF CONSTRUCTION. ~
12"CMP - GUY �- _ - - - RWALL INV=650.14' OHP� ` ti 7. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE woo w
POLE K EX. 12"RCP ) ' III REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
1 _ I / F. FANOUS I Z ,, ELEMENTS. NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN 00
6'CLF / ` I I PP' GROUP, INC I I m I ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION ~ �
LAWN / / 1 I I DB 3445 PG 594 I k TO THE PROPOSED DESIGN. w Q
0 LU
- r I EX \ -.� I I (�� PIN:8896890413 I I�IIi 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE W
' _ GW2 I N _ FQ \ I W J
EX. lNV=644.91 O A I� LOCAL, STATE AND OSHA REGULATIONS. z W
ITSV _ �' EX \ _ r_ ♦ I M \ I i 9. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY z O
\ ( _ o TOP=652.92' f r , = O
GW r \ - r o _ I II I POLES ETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE
\ \ \ o J 4"PVC lNV W -651.82' END UNK V 'i °'
\ \ \ \ o JOHND. BRUNER ( ) ( ) 4 lit i ADJUSTED AS NEEDED TO FUNCTION PROPERTY WITH THE PROPOSED
\ / \ \\ \\ l \ ` � \ \ I / �45" \ / ♦ \ F' 6. r� k / `n DB 414 PG 903 12"CMP IN V(E)=651.66'(END UNK) I I I I tI
\ /- ♦\" PIN:8896798424 T III FINISHED GRADES (WETHER OR NOT INDICATED TO BE MODIFIED).
I�� \ \ ( -64� \ `I ` EX. WOOD SHED' II ! 10. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN
\ \ \ x Zs l \ \ \ \ 6.6 POSSIBLE I i li •��w�annrq,�
I, WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL
"W / L \\ \\ < < `� /> \ / \ \ \ ENCROACHMENT r ^ II •.• A •i,
EX. \, / \\ \�, \ _ / ♦ / 15"RCP END UNK I I I♦ BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE ••• �N „, R ••g
PONL ) t\ ti ` \ \ \ \ \ '� I \ (POSSIBLE JB NEAR DI) - \ „ I. CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. / a,
1\\ 2s,, \- \` �' , \ \\ �- I \ \ `\ \ \ r �\ I i I ii I I 11. THE PROJECT SITE IS NOT LOCATED IN ANY SPECIAL FLOOD HAZARD
,� , \ C' \ , \ \ l / I - \ / _ CONIC HEADWALL AREAS, AS SHOWN ON FIRM MAP NUMBER 3710889600K DATED 11/17/2017.
LLJW W / \_ \ J r \J ` Z \` \/� \ !/,�j ♦ _ , \ I. �— ' L J I 15"RCP lNV=651.49' 055780
EX. I KEYNOTES - ITEMS TO REMOVE
zQ \ , \ r \ 1 \ u' t \ �/ / - " \ / I BENT ElR LOCATED S 83° E
22' / I REMOVE ALL WITHIN SHADED AREA UNLESS '.,'A GfN Q'•.•
w ` 30 EROSION \ ►/ \ \ C'O \ 0759" LP pP
w J \� I �^ ` CONTROL I \ \ \ ` ' NST ♦ \ ,J'\ \\ / / / N 44*1528"E 4.05'OF IPS 7
, ` ( rl / 1 - 246 v i A OTHERWISE NOTED ON THIS DRAWING. ., TT '•'•�•o• y
1 I\ \ \ 'S'�iL, ♦ EX. DECK/STEPS LQD LUL) •, 'Q�'' .....F�•
\ \ W I BUFFER \ / \ / \ I 1 T/O EX. A/G I 1 / ` I
J• - •� \ I I \ \ I \\ ` 1 \\ \ \\ t\ �� )\ \ I TANK EX. DECK/STEPS / / \ O o 01" / c J PP I I I II +ae+feescrta•'
N 4j� 56 38"� / !
W �" y \ ` I I\ \ ` \ 1 \ \ \ \ \ ♦ 'JS EX. WOOD EX. SHED / `J I-�O/ - \ l 160.75' I �h/ / r \✓ / - \ - / s III III I B TREE CLEARING
\ ( In ^\ 1 1 1 \` - ( \( / 1 \ l� l ` \I 1\ 1 1 \ ♦ � rrl\ \ J / 5.7'POSSIBLE �f_ \ ^ ) If f l I _ r �r I II I,I I
\ \ \ I\ \ \ \ \ LOD \ I 1 / LOD L I 0DIII i C
� �\ ` ^ \ l � \ \ S62o \ ENCROACHMENT / ) / / / / /\ / / \ �\ I � REMOVE ASPHALT AND STONE BASE
W < y' W 1 \ \ \ �, \ \ \ 1 ( \ / 1 `� \. \ 3 I 23'POSSIBLE / I \ n I ���� I •••
-f I \ /\ `r 1 \ \ \^ ( \ \ \ 1 ♦ Ill L `F l / < l / 1 \ SSMH \ D •
- W ` W I-) \ 1 1 \ \ \ \\ \ / \ \ B ! 23p0�✓ ENCROACHMENT / / ^/ / / ) I REMOVE GRAVEL PAVEMENT
�` — �R
WETLANDS ' / `� 1` — \ `\ (� )\ \\ \ ` 1 \\ l / t ♦ I\ CARPORT \ / / 1 ! 1 �' ► EX. INV �) I I I
� . ._ ; 1 \ , \ , \ EX. METAL - / / , / / 5� / TOP=653.51 \ I zl I TIMMONS GROUP
\ /F I ro / I I / 1 \ OUT=648.5T S' r i E YOUR VISION ACHIEVED THROUGH OURS.
`\ J / \ \ \ ` \ -"�/ / r /\� / / V I I REMOVE EXISTING RIP RAP, STONE, AND
• / / / I / VIRGINIA I NORTH CAROLINA
\ ` EX. POND W '� I 1 ` \ \ t \ < L t \ \ 1 -�F .1 � / / 1 / /` / I �CL I�' I - CONSTRUCTION DEBRIS PILES THIS DRAWING PREPARED AT THE
I \ �j—I \ 1 / \ / / I \ 1 I I I I F 5410TrinityGH OFFICE
Ro d,Suite 102
\ y� \ I I \ \\ / ° \ I >}� / / / \ I I u REMOVE FENCE Raleigh,NC 27607
EX INV- 1 Y 1 �Y. \ ) \ \ I \ \ \ t \ 1 ♦ J / / \ I I I i V I I I I I I 9
\ — — — ) r \ \ t ^ I I I I I I - TEL [phone]
\ 637.25' ) l < \ \ \ I \ \ / \ \ ( / / \ I 1 I I 11 11
\_ 1 PLAN VIEW 3 W ) FAX [phone]
\EX. WOODS \ ( 'J / ) _ / J ) r I / /\ \ / / / O I I I' li I I G www.timmons.com
\ 1 / EX. \� < \ \ / - - / , /\ / \ \ \ IJ I 11 I�I REMOVE METAL RISER North Carolina License No.Cr1652
SEE SHEET C 1 .2 ) W W W \ WETLANDS \\\� I \ �-� \ \\ \ 1 < 1 \ ! I 1 1 / J / / / / 1 / _ �. / / I EX. (/I I I I I Site Development I Residential I Infrastructure I Technology
�\ \ ADDITIONAL LIMITS O 5 \ I N a ,I I 50352-333
OF DISTURBANCE BY / 1 / / _ / - I PP J z I' I REMOVE STORM PIPE
/ � L \\ W •Y W •Y W \ f
OTHERS (0.3-AC) -
1 J / // 1 \— / / /[ / /J \ -✓ r 11 I I i I ! lit
PLAN VIEW 4 REMOVE HEAD WALL
KEYNOTES - ITEMS TO REMAIN
0 ° ` _ _ 96,_ c \r_--_ \ I / I POWER POLE TO REMAIN
0 0 ° _5g8 -
\ \ - _ __ - _ - - / // �p�L/ /- I ) i) K CULVERT TO REMAIN LLI
CAREFULLY REMOVE GATE AND PROVIDE TO OWNER
° / -601 / / / /u� - - � \ � /�� / / I I \ 1 I I
° ° _ _ EXISTING CONDITIONS LEGEND
o / ° / / / / / / )/ ' \ \ \\ I/III I /'b / / I ! ~ III I I EX. CONSTRUCTION LIMITS -
0 / / II I ( I
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° 0 ° 00 / - 603� / / / / / - \ \ \ \ \I I ( / / ( \ \ III / 1 I
o° / ° 33.848AC // / / / / / / \ \ \ �\J / 5, \ \ \ �\ III II ( I I EX. STORM PIPE ---------------
\ / ° Oti - ' / / \ \\ \\�1\ / 60 I \ \ � I I I \ EX. FENCE X
CL CREEK DIGITIZED FOR VISUAL 0° , 0 1,474,419 SO FT / ,`O / / / / / \ y / / \ / ( I
PURPOSED ONLY DIGITIZED FROM 0 ° MARTIN MARIETTA MATERIALS INC / / / / / / ' / / �' \ \ 1 sow \ - \ II 1 I ) EX. GAS LINE G
0 ° / �' ° o DB 865 PG 779 / / / • INTERMITTENT / � _ _ \ \v�\ 1 \\ -7 t t I 1 —
NCONEMAP ORTHO ��, / / / / \ I I
CREEK SURVEYED AT THE 0 0 c��' o / / STREAM / / \ _ \ \\ __ \ I V/
PB 82 PG 453 I / l II ll EX. POWER LINE uGP -
0 O o / / / / / / / S/ / - - \ \ L ,�� ��\ \ \ \ I /I EX. TELEPHONE LINE - UGT - CD ~
\ \ /- 1 / CV
BOUNDARY CROSSINGS. 0 0 plc ( 0 PIN: 8896576322 / / / / / ' /60
p � ZONING.-M-2 /
/ / / / / i-�7p \ t I I 1 EX. WATER LINE - W
0 0 0 ° 0 ° o / o / / / / / / '6 / / / / // / \� ��\\ \\ �' - _ - /PRAP \\ 11 I /I I EX. SANITARY SEWER FORCE MAIN —FMB N
0 0 p 0 0 ° , / / / / ' - _L _ _ _ \ \ \\ / 01 �\ 1 I I EX. SANITARY SEWER LINE SANS -
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0 0 ° 0 ° o �o / �\ \ \ r / II / I I EX. CABLE TV LINE - UCATV -
0 0 0 / / / / /6 612 \ \ - _ _ _ 50 HAW RIVER ♦ I ) � Z
0 0 p / / / / / - - - - 'c- - - \ \ I I
0 0 0 / / _ _ BUFFER IIII I 1 I —
0 0 p EX. WOODS I / / / / / / � \ \ \\ � EX. INVI II � F� / EX. FIBER OPTIC LINE —UFO—
/ I EX. TREE LINE
0° ° p o 0 0 0 ° ° /1 / o I I I // // / / / i/ / - - - - - �• _\+=\ \ _r \ \ I=606.68' I l l `�O%C?7,p
0 0 0 0 0 // 11 °p I I I / // / / // // / - - - - - _ \ �_ _ \\ \n /, 1) 1 \ \ LIGHT POLE O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 I I I I 1 1 r / / / \ \ _ _ - \ / /l, / ♦^
o ° 0 0 ° /p 1 0 0 ° 0 I I o 1 I 1 / / / / \ - - \ _��J `f /i/// 1 ) SITE BOLLARD V
00 _ / /'\� //`��y 1 - - - 0 0 ° ° I I I I II I I / / / / / _ _ 13- l ` 6'7 - �` `r-' J l �'C �' I UTILITY POLE IMEMM
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o _ _ i ���� 1 0 0 ° 100-YR \ \\ \ I 1 1 1 I \ I _ / / _ \\\ )// /l I J LL
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0 / _ BUFFER \ %I \ / o / / /
l \ \ 00 p/ / / / / / / / / / _ _ - - \ \ \ \ \ \ \ \ \\� 1 1 \ 6'pS \ \ \ \ \ ` \ \ ` \ \ I / I \ \ GROUND MOUNTED SIGN O LL
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106.97' I \� I�' C Q N
1 \ - _-_-_-_-__ - \ LIMITS OF C_ONSTR_UCTION PROJECT N0: 600646
/ \ _
/ j / / / / _ / — 9 I III / / / 0 / / / / / / / / 6 \ \ \ \ \ \ / / / / / ^ / / 60 ' ' \ 1 \ \
o / / / / / / I If LIMITS OF CONSTRUCTION cp / 7 / / / / / \ \ \ v - / - _ _ I 620"' _
o / / / / / / l 1 / / i / f / / / / i \ \ / __ DATE: August 14, 2023
o 30' EROSION 1 , / � \ � i _ / � - \ � I I I �
0 _ -596 CONTROL \_
p EX. LINEAR _ \ I 1 o I I \ REVISIONS
p BUFFER I WETLAND I 1 l I I DATE DESCRIPTION
L _ I /J > 1 09/29/23 CMR VE ITEMS
^ FC- _ _
10/10/23 FINAL SCO
RALPH ELMO � 003 - - _I MARTIN MARIETTA MATERIALS INC 11/20/23 ADD-03
DB 865 PG 779
FAULKNER, JR., DEED DESC.'DB 408 PG 768
KATHRYN I 12/08/23 NCDEQ&NCDOT
FAULKNER PB 82 PG 453 PERMIT REVIEW
OLIVER,AND PIN. 8896576313 (FC-003)
RICKY EUGENE
FAULKNER
DB 3148 PG 458
PB 82 PG 73
PIN:8896483321
PLAN VIEW 5
CIO
EXISTING
z
�, CONDITIONS &
LO
SCALE 1"=40' DEMOLITION
N NOR PLAN
N 0 40, 80'
0
N
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0 ° 000 R/W R - - - - - - - - - - - - - - - - - - - - - - - - ---� -UCITLUT =�7a�-uGr- - a-_
INTERMITTENT add - - SITE LAYOUT NOTESU)
_ _ -C2- - - - _ $� _ _ - - - - _=ucr _ STREAM VTBu I_ I 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE ALAMANCE
W SEX. - _ _ - '
CROSS R� o R/ - _ _ -�- - v�r A - GTl _' COUNTY, NCDOT AND OSHA STANDARDS AND SPECIFICATIONS.
2 - SANDY WAY R/W / PP - _ - - �O _ - BUILDING
S R 175 - - _ _ _ -------------------- ___ -_- _ _ =3 _ - - - - '- _ - - -- 2. U I LD
UBLIC RIGHT OF - - - ----------_----= - - " -' S 86 28
60 P SPHALT R/W /GNP - - ` - 252.86 •
�" ---F UGT IJGT ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT B
A - - �....��:_�_�/�' �� '4 'E WALL FACE OR PROPERTY LINE, UNLESS OTHERWISE NOTED
2_ NE EX. - - -- ------ - - -�_ """- - 3. ALL RADII ARE DIMENSIONED FROMBACK OF CURB. IF NOT STATED, RADII
L 76 PG 22 K/W _ ___--=-- R/W R/W R/W --- ----- --------- /-------------------------------
R/W PB �� -_-=-- R/W R/W R o 1 -'� ---------- DIMENSION IS 5.
o/o`N _ - GNP/ _- - /W , - T 4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND w
0 _ - / _ R/W 8 NC WR CONTROL PT#2(NAIL) R/W - y GRADES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY
W GRID/GROUND COORDS
W S 01°04'40"E 30.31' ° _ N 8100T49 E 33 �' ` ___-= _ 4 9 C6.0 � R/W DISCREPANCIES PRIOR TO COMMENCING ANY RELATED CONSTRUCTION.
C6.0 NAD 83-2011 /W
� (TIE ONLY) - - _ q, /_ / TION R/W C6.0 8 US NAVD88(GEOID 18) I I 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF _
° ° ° ° ° °� - e- OF CON$TRUC� W C6.0 BUILDING CSF=0.9999670886 R50' ALL WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR
LIMITS R/ AWNING (GROUND TO GRID) I SCM ACCESS I I W OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR
L49 _ / R/W _ - -
50-FT BUILDING SETBACK 1g' 21 N:869,487.5751 I C N
_ 57.49AC _ _ - E:1,896,776.9526 EASEMENT , WASTE AREAS. Q
2,504,250 SO FT - - 1 ELEV:625.52' _ / 6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING Z_
EX. �I 9 I-- I I / CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE �
--="� � MARTIN MARIETTA MATERIALS lNC � � 4 R5 7 2 7 � /
0 0 ^�' �- / DB 865 PG-779 C6.0 18' C6.0 C6.0 57 PARKING 24' 4 8 0 I - - _ _ _ _ / OWNER. W_
0 �8 P2 G 452 SPACES C6.0 C6.0 8' / 7. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE0 U
EX. � 5 � 1 BUILDING I I „
GW(2) PIN: 8896695070 C_ 9 8 1 I / CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL (811)OR _
_ C6.0 9 18' 13 g1 C6.0 ADMINISTRATION / AWNING I I (1-800-632-4949)TO HAVE EXISTING UTILITIES LOCATED. ALL PRIVATE
ZONING:M-2 003 � �.
o I 36' , 5' CLASSROOM I I I UTILITIES SHALL BE LOCATED AS NEEDED BY A PRIVATE UTILITY LOCATE p
_ BUILDING _
o � LAWN FLA CUR, �5� � 10 ' - COMPANY EMPLOYED BY THE CONTRACTOR. Z
0 0 I _ _ - - I 13 9' 9 5 C6.0 14,825-SF 82 I I /� 8. ALL CURB AND GUTTER OFFSITE SHALL BE 24" WIDE UNLESS NOTED 2
- , -2- -�' - - - - 9 4 5 FFE: 634.00 I A EX. U
OTHERWISE.
° - C6.1 C6.0 - 7 - �4,- _ - 7 R5' C6.0 C6.0 , / POND 9• ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PER
_ _ - - - C6.0 - - C�0 11 I I / W y PROJECT DETAILS AND NCDOT STANDARDS AND SPECIFICATIONS.
TER ACCESS EASEMENT _ _ - - A g' ; I �4f EX. 10. RAISE ALL STRUCTURES AT NO ADDITIONAL COST TO THE OWNER SO UU
° - SCM STORMWA_ _ _ - - _ �1 rA R20' LO
- - EX TOE OF EARTH BERM '' p 8, ° 8' OODS EX THAT THE TOP F THE STRUCTURE EQUALS THE FINISH GRADE OF THE N
---------------- ----------------------- _ . �
- ----------------- g I I � NEW ASPHALT 0 � w
C6.0 RIPRAP 11. COORDINATE THE PROJECT SCHEDULE WITH THE CIVIL ENGINEER AND p
- - _ _-24� 12 18' R20' 9 PER OWNER IN ACCORDANCE WITH THE OWNER'S ONGOING ONSITE UU
U
_
_ R5 - - / C6.0 NOS\ OPERATIONS. ANY UTILITY INTERRUPTIONS SHALL BE COORDINATED
2 SPACE PARKING I-- RF / WITH THE OWNER AT LEAST 72 HOURS PRIOR TO THE INTERRUPTION. w o U
- - ARK _
STRUCTION --------------- __ R5 S - - �- - - �� 12. PROVIDE A SMOOTH TRANSITION BETWEEN NEW ASPHALT AND EXISTING w o ~
OF CO00
N ______----- EX. TOP OF EARTH BERM ---------------- --I 9' I-- ASPHALT
SURFACES. _
LIMITS -________- - 4 R5 13. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR
01) 18' 0 30' EROSION W THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE w rn }
CONTROL FOR THE WIDTH OF THE SIDEWALK. NOTIFY ENGINEER IF THIS CANNOT BE � - w
BUFFER �� W ACHIEVED. z Z I j
ELECTRICAL I UO
E KEYNOTES a, g
TRANSFORMER� 2
EX. WOODS EX. TOP OF BERM `\ (SEE ELECTRICAL) -I
I ACCESSIBLE CURB RAMPS
I
' J C6.0
I 3I 211-FT 1 GALVANIZED --------------------------- \ \` \�
1 w m C6. GALVANIZED C6.1 ------------------- -_-__\\ `\ LAWN X 2 ,�°°°°��w�tnnrq,��,f
co 11 -------- -___``\ EX. TREE LINE \ PUMP STATION HEAVY DUTY ASPHALT PAVEMENT , °.�,��q AIQ
CIOEX. T P F EARTH BERM ___
(BY OTHERS) C6.0 ,`/.`���►„ i ems,
_ \� \\ EX. BOTTOM EX C6.0 GRAVEL PAVEMENT `� a
,R BE -------
BOTTOM s
�o ;E-of
EARTH__ R__-- TREE LINE -----______ _ \� OFBERM 24� OF BERM 4055780
I 1 GALVANIZED \ V -EX � - _\ _ _ LIGHT DUTY ASPHALT PAVEMENT s e
\ (PARKING SPACES ONLY) Al
IN. .9
I � / � ' -� ` `�\ STANDARD DUTY CONCRETE
c) \ 1 6 HEAVY DUTY CONCRETE PAVEMENT
OZ \ I TREE LINE C6.0
SCM ACCESS Ali& �\ \ N� \\ R1000' \\
I EASEMENT �� mil, \ \ G
\\ C6.0 6"STEEL BOLLARD WITH HOPE SLEEVE •• ��a•
EX. WOODS \
FLAG POLE TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
I� I� Illy ` \ 1 LAWN ��\ \ \ I \ „ THIS NIA DRAWING NORTH CAROLINA
PREPARED AT THE
C6.6 �N, \\ EX. \\ 9 24 CONCRETE CURB &GUTTER RALEIGH OFFICE
IQ \ \
C6.0
EX. EARTH BERM \ TREE \ I EARTH \ 5410 Trinity Road,suite 102
\ \ Raleigh,NC 27607
\ \ LINE 1 BERM 10 TEL [phone]
\\ \ \ 1 2 PRECAST CONCRETE WHEEL STOP FAX [phone]
\ \ / \ C6.0 www.timmons.com
/ I 100, `\ \ \ 11 C6.0 7. 1 North Carolina License No.C-1652
\ \ \ 1 I 1 1 8-FT TALL CHAIN LINK FENCE TO BERM Site Development lResidential l Infrastructure)Technology
400' \\ \\\rc, \\\ 11 (SEE PLAN FOR GALVANIZED VERSUS BLACK PVC COATED) 50352-333
11 ' 11 p-n7` II
CHAINLINK DUMPSTER ENCLOSURE WITH GUARDRAIL
\ � = 1 3
lI w w 11
I I I \ \vim Z 1 C6.1 DRIVEWAY APRON
\ �� I I o Q w 1
1 I \ \_ 10 � w
I ni O a CFI \ 1 8-FT CHAINLINK FENCE
C6.6 1\ \�� 11� 24 ? \\ 1\ C6.2 (SEE PLAN FOR GALVANIZED VERSUS BLACK PVC COATED)
O I I 1 I I \\ \ Ia 1 \ 1
2 1 I I \\ ` I� 1 \I C6.2 FENCE GATE DROP ROD ASSEMBLY
\ _ b 1
cr, I 2 \ \ I oo \ \
, \ \ Im \ 1 3 CHAINLINK FENCE GATE (SEE PLAN FOR GALVANIZED
C6.6 \ �\ I R251' \ \
c
y) ' I WET POND LAWN I 218,000 \ p't \ \ C6.2 VERSUS BLACK PVC COATED)
O) x STORMWATER 1 Z
CONTROL MEASURE I I GALLON 1 / R275' \ \ 1
STORAGE BLACK 1 �i 3 2 14-FT \� \\ C6.6 NCDOT METAL GUARDRAIL
Ior
TANK VINYL C6.2 \ �i BLACK( 2 C6.2 BLACK VINYL
/ I C6.0 �� VINYL C6.2 2
--------------- 30' CLASS 'A' RIP RAP WEED AND SEDIMENT BARRIER
/ I DIESEL ____ TOE OF EARTH BERM C6.6
BLACK 3
Icdn I I FIRED PUMP w/IN VINYL C6.2 \ A MILL AND OVERLAY(18-IN ASPHALT MILL& LAP JOINT
PUMP HOUSE 1 1 BLA
x I ALTERNATE#2 X X X C6.1 VINY g KNOX BOX 3200 SERIES OR APPROVED EQUAL. MOUNTED ON FENCE
100'X400' PAD E COORDINATE FENCE BLACK 1 POST AT 6-FT HEIGHT WITH 2-1/4" U-BOLTS, WASHERS AND TAMPER r
(EARTHWORK& 400' DRIVING PAD 7 5 -
1 I SEEDING IN BASE BID.
(400'X400') 1 C6.0 ELECTRICAL POSTS WITH VINYL C6.2 \ RESISTANT NUTS. Z
SEE C3.0) C6.6 TRANSFORMER UNDERGROUND UTILITIES C6.0 B o 2 BLACK \ \ C
2 (SEE ELECTRICAL) p C6.2 VINYL \ 10-FT X 70-FT SIGHT TRIANGLE CN
NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE m I Z
10 � � 2 Z 1 .,
I x I C6.0 26 2 26 c6.o m \`� SITE DATA TABLE Z
R20' 3NV I EaH ONI"Vd ON 3NVl3Nld ONINNVd ON 3NVl3Nld ONINNVd ON a
C6.0 ALAMANCE COMMUNITY COLLEGE Q
R20 R26 PROJECT NAME: PUBLIC SAFETY TRAINING CENTER 0
I I � R30'
REFER TO SCO NUMBER 19-21198-01
f, I R5' 18, RF C6.0 SPECIFICATIONS W Z
FOR FOUNDATIONS ALAMANCE COMMUNITY COLLEGE
PROPERTY OWNER/DEVELOPER: 1247 JIMMIE KERR RD. J
� + I R10 0 3 ZR10 0 & DELEGATED Z 30 o GRAHAM, NC 27253
\, C6.0 24 8' 8' s D DESIGN D W
\ I R20' R5' LL , Z LL Z PIN ID: 8896780128 J
g R20 z TRAINING �'
` \ IM g Q m 46' TOWER Q m PIN: 154911 O
m 5, C6.0 m FFE: 651.67 m DEED ACRES: 57.49 LU V Q
3
„ - + 10 C6.0 LEASE ACRES: 90.43 Q
PAVILION 5 6 64
I SCM ACCESS C6.30 FFE: 648.25 C6.0 C6.0 PROPERTY ZONING: M-2 o
EASEMENT
/ R30 40 R30' CURRENT USE: GENERAL MANUFACTURING Q
/ \ 5' 5' R30' 4 PROPOSED USE: EDUCATION FACILITY
NO PARKING FIRE LANE R30' NO PARKING FIRE LANE NO PARKING FIRE LANE Oz CC O
EX.
2 DISTURBED AREA: 34.18 ACRES O C
RIPRAP x
RIVER BASIN: BOYDS CREEK(CAPE FEAR) OQ O V
/ 3NVl3dld ONINiIVdON 3NVl32fld ONINdVdON ENV IEiJIE VINaVdOV 3NV13211d ONINdVdON SURFACE WATER CLASSIFICATION: WS-V;NSW � �•/
50' HAW RIVER REFER TO SPECIFICATIONS D �"
BUFFER / FOR FOUNDATIONS ALT#1 10 m ADMIN /CLASSROOM BUILDING: r W Q
/ 2 BOTTOM OF EARTH BERM C6.0 1 SPACE/4 FIXED SEATS FOR PATRON USE:
1 & DELEGATED DESIGN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
1 - I _ _ , 1 S ACE/165 5100-SF OF ASSEMBLY: 3,090-SF M Q Q
ALT#1 6 2 ■■■■■■■
/ C6.0 C6.1 I ASSEMBLY/ 100-SF= 31 SPACES C Cn
J 4 18'
8 R5' R20'R5' 1 SPACE I PARKING REQUIREMENTS: SPACES / EMPLOYEE: 8 EMPLOYEES =8 O C� t
- � LAWN / \ I I � O
I \ I ALT#1 3 24, 68 PARKING ALT#1 10 ALT#1 3 TOTAL REQUIRED: 81 SPACES V J Cfl
\\ I C6.0 'SPACES C6.0 C6.0 g' I TOTAL PROVIDED: 81 SPACES U) Q CV
I
9 I INDOOR FIRING RANGE:
\ ALT#1 6 1 2 I TOTAL REQUIRED: TBD
1 GALVANIZED I \I C6.0 I a . TOTAL PROVIDED: 68 SPACES PROJECT NO: 600646
x C6.2 i 11 I _ 10 18' 24' 18' I REVISIONS
DATE: August 14,2023
ALT#1 6 3 7 ALT I DATE DESCRIPTION
I 11 ALT 5 ALTERNATE#1 C6.0 C6.1 C6.0 #1 I 09/29/23 CMR VE ITEMS
11 I #1 C6.0 INDOOR SHOOTING I 10/10/23 FINAL SCO
63' RANGE r I 11/20/23 ADD-03
\ 13,567-SF I 12/08/23 NCDEQ& NCDOT
I / 1
N I I FFE: 655.25 ALT#1 1 I LAWN PERMIT REVIEW
x U I I I I I C6.0 I (FC-003)
F' � I I I I 215.34'
Ww I I I I 1 20'� - - - - - - - - - _ - - - - - - - - - '`� _ _ 0} .I
= � I I I - - - - - - - - - - - -
Z I I I I �ALTERNATE#1 5' E ALT#1 10
w Q j j I j INDOOR SHOOTING RANGE C6.0
LU d I 10 I 1 SEE MECHANICAL FOR ALT#1 6
i I I-° I 1 ELECTRICAL
3 2 11-FT I 10 I FOOTINGS & FOUNDATIONS C6.0 TRANSFORMER
n I
C6.2 GALVANIZED �m I j (SEE ELECTRICAL)
I 17D I / M
_ 1 GALVANIZED 00
X X X X I 12 I /
d GALVANIZED X X C6.2 I �W I j 0
z SITE PLAN
I
LO
LO
M LIMITS OF CONSTRUCTION X I I I I
X I I I I PLAN VIEW 2 SCALE 1"=40'
N 83°07'25"W 527.80-
SEE SHEET C2.1 0 40' 80'
o
� ` ' X

SITE LAYOUT NOTES
\
1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE ALAMANCE
COUNTY, NCDOT AND OSHA STANDARDS AND SPECIFICATIONS.
\\ \\ SEE THIS SHEET \ y W y W y W y W y W y W y 2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, BUILDING
WALL FACE OR PROPERTY LINE, UNLESS OTHERWISE NOTED.
\\ \\ \\ PLAN VIEW 3 \�/ W W W W W W W / 3. ALL RADII ARE DIMENSIONED FROM BACK OF CURB. IF NOT STATED, RADII
DIMENSION IS 5'.
Or 4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND
GRADES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY
DISCREPANCIES PRIOR TO COMMENCING ANY RELATED CONSTRUCTION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ce)
ALL WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR
' 1 BLACK \\ \` \ W W W // W OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR N
\ C6.1 VINYL \\ \\\ \ W W W / W W W W WASTE AREAS. Q
4 6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING Z
W W W W CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE
OWNER. W_
7. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE U
CONTRACTOR SHALL NOTIFY"NORTH CAROLINA ONE CALL" (811)OR =
\ -\ \ / W W W W W W (1-800-632-4949)TO HAVE EXISTING UTILITIES LOCATED. ALL PRIVATE
�\ OF CONSTRUCTION \\ \\ // W W W W W W W W W W W W W W UTILITIES SHALL BE LOCATED AS NEEDED BY A PRIVATE UTILITY LOCATE
\`� \ LIMITS \ W W W y W COMPANY EMPLOYED BY THE CONTRACTOR. Z
8. ALL CURB AND GUTTER OFFSITE SHALL BE 24" WIDE UNLESS NOTED 2
O� OTHERWISE. �r'�
V
W W W W W W W W W 9. ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PER
\ \ \O� W W W W W W W W W W
\ EX. \ ` W W W W W W W W W W PROJECT DETAILS AND NCDOT STANDARDS AND SPECIFICATIONS. w
\ y SEE SHEET C2.2 \\\ TREE `\ \��'Q� W W W W W W W W W 10. RAISE ALL STRUCTURES AT NO ADDITIONAL COST TO THE OWNER SOLU LO
THAT THE TOP OF THE STRUCTURE EQUALS THE FINISH GRADE OF THE C�
\ PLAN VIEW 4 \ f \ \m W W W W W
1.\ \ \ NEW ASPHALT.
11. COORDINATE THE PROJECT SCHEDULE WITH THE CIVIL ENGINEER AND ? p
EX POND \\\ \ \\\ W W y W W W OWNER IN ACCORDANCE WITH THE OWNER'S ONGOING ONSITELU U) vi
U
OPERATIONS. ANY UTILITY INTERRUPTIONS SHALL BE COORDINATED
\ \\ y y \\ �'5' `\ W W W W WITH THE OWNER AT LEAST 72 HOURS PRIOR TO THE INTERRUPTION. w ow(n
U
12. PROVIDE A SMOOTH TRANSITION BETWEEN NEW ASPHALT AND EXISTING o H_
\ p \ W \ \\ \`\ W W ASPHALT SURFACES. w It00
_
13. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR
O \ W W \ \\ `\ THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE W rn }
\\ v, W W `\ \ \ FOR THE WIDTH OF THE SIDEWALK. NOTIFY ENGINEER IF THIS CANNOT BE - w
\\ ` \\ W W W W W W \\\ \`\ \`\ ACHIEVED. Z Z w
\ \ _
KEYNOTES
\ O 30' EROSION \ W W W \ \\ \\
Z CONTROL W W W ` \ `\ 1
\ ACCESSIBLE CURB RAMPS
BUFFER \ W W W \ \
HEAVY DUTY ASPHALT PAVEMENT �•��� A IQ °'°.,41
04
\ Q O r
\\ U \\ \\\ `\ `\ 3 GRAVEL PAVEMENT `� Z►
s
\ -
\ W W \ - - `\ \ \ 4 LIGHT DUTY ASPHALT PAVEMENT = 055780c
\\ \\ `\ `\ \`\ C6.0 (PARKING SPACES ONLY) Ile 9•:, ��"
\ (/)W Al
PLAN VIEW 2 `� \\ \ \ C6.0 s6°aeaeeaeeeteuee0
\ \ \\ \\\ \\ 5 STANDARD DUTY CONCRETE '�a�rT VV
\\ \ 01
SEE THIS SHEET \\\\\ \`\\ \`\\ 6
HEAVY DUTY CONCRETE PAVEMENT
6" STEEL BOLLARD WITH HDPE SLEEVE a
•
PLAN VIEW 3 FLAG POLE TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
G \ \ \ VIRGINIA I NORTH CAROLINA
` �� THIS DRAWING PREPARED AT THE
24 CONCRETE CURB &GUTTER RALEIGH OFFICE
\ \ \ 5410 Trinity Road,Suite 102
LAWN \\ \ \ Raleigh,NC 27607
\ 10 TEL [phone]
PRECAST CONCRETE WHEEL STOP FAX [phone]
\ \ \ www.timmons.com
\ \ \ North Carolina License No.C-1652
8-FT TALL CHAIN LINK FENCE TO BERM Site Development lResidentialI Infrastructure lTechnology
(SEE PLAN FOR GALVANIZED VERSUS BLACK PVC COATED) 50352-333
\ \ \ 2
\ \ \ CHAINLINK DUMPSTER ENCLOSURE WITH GUARDRAIL
DRIVEWAY APRON
8-FT CHAINLINK FENCE
�\ \ C6.2 (SEE PLAN FOR GALVANIZED VERSUS BLACK PVC COATED)
EX WOODS 2 FENCE GATE DROP ROD ASSEMBLY
uj
T I �CHAINLINK FENCE GATE (SEE PLAN FOR GALVANIZED
C6.2 VERSUS BLACK PVC COATED)
X I i I SEE SHEET
1� j C6.6 NCDOT METAL GUARDRAIL
E/P ` I I PLAN VIEW 1 I I I Uj
_ X I TREE LINE I 2
CLASS 'A' RIP RAP WEED AND SEDIMENT BARRIER
I 1 MILL AND OVERLAY(18-IN ASPHALT MILL& LAP JOINT
1 GALVANIZED -
/ EX. -� �- X C6.2 + I j I B KNOX BOX 3200 SERIES OR APPROVED EQUAL. MOUNTED ON FENCE
SOIL - _- X 1 I _ POST AT 6-FT HEIGHT WITH 2-1/4" U-BOLTS, WASHERS AND TAMPER r
l RAMP LAM/T� X RESISTANT NUTS. Z CN
EX. DRAINAGE DITCH �� OFCONST N l C
TREE LINE
\ RucT/� �� 10-FT X 70-FT SIGHT TRIANGLE N
/ Z U
EX. EPEMERAL SITE DATA TABLE Z
CHANNEL l % / / L/M/TS p CO-� /// l PROJECT NAME: PUBALALIIC SAFETANCE OYnTRAINING MUNITY COLLEGE
O
T/O/V I -• / / l �1�
SCO NUMBER 19-21198-01 V
0\. ,// /// / W ALAMANCE COMMUNITY COLLEGE W Z
1 EX. LINEAR W PROPERTY OWNER/DEVELOPER: 1247 JIMMIE KERR RD. J
EX. EPHEMERAL / o o i WETLAND W
l�ll CHANNEL ♦ / / / / m / ���JG / / /// /� W W W GRAHAM, NC 27253 LU
;0 / PIN ID:�C.� 0�' / // /i W 8896780128 J
l m
W PIN: 154911
-- /Jl / ------------ --- -- - - - - EX. WOODS l l l 1 / \\ �C`GP/'�\�. // �Q)�/ // DEED ACRES: 57.49 LU
V Q
------ LEASE ACRES: 90.43 Q
W LL. O
/ \\ / G�`/ ♦ % % / / �'� /// Q�/ Q�i/ W / PROPERTY ZONING: M-2
\` \`\ / / / / / W / �0
�/' / .lr.// CURRENT USE: GENERAL MANUFACTURING � (n
EX. / // \�� l 5 / / / W 1 W // �/ �'/ W PROPOSED USE: EDUCATION FACILITY Cn
TREE /� ,� `\ l 0�
LINE / / `\ l G EX. l CC
p�♦ / WETLANDS . W �� //// /���/ /0�/ W W W / DISTURBED AREA: 34.18 ACRES O C
\ / 5 L 30 EROSION 1 �/ /
% % `\ ��♦ / EX. EPHEMERAL l l / \ CONTROL / / // /� / �� RIVER BASIN: BOYDS CREEK(CAPE FEAR) OQ O U
CHANNEL l l BUFFER �/� / // �� SURFACE WATER CLASSIFICATION: WS-V;NSW CAM> U
/ r
1 /
` / / / ♦ �' / / �� ADMIN /CLASSROOM BUILDING: r
LU
1 SPACE/4 FIXED SEATS FOR PATRON USE: J N U
I \� / ♦ ♦ / / / 1 / / �� // �� W /� 165 SEATS 14 =42 SPACES Z Z
1 SPACE/ 100-SF OF ASSEMBLY: 3,090-SF M r Q Q
ASSEMBLY/ 100-SF= 31 SPACES ■i■ C CO
1 SPACE/ EMPLOYEE: 8 EMPLOYEES =8 C
PARKING REQUIREMENTS: SPACES = O Q
TOTAL REQUIRED: 81 SPACES U J Cfl
TOTAL PROVIDED: 81 SPACES
A Q N
INDOOR FIRING RANGE:
/ / i ♦ C5 TOTAL REQUIRED: TBD
i ♦ i / PROJECT NO: 600646
EX. jl j / /// // TOTAL PROVIDED: 68 SPACES DATE: August 14,2023
PP ` j j / / // / / / I / DATE REVISIONS
DESSCRIPTION
/ / / / / / / n / \�� 09/29/23 CMR VE ITEMS
10/10/23 FINAL SCO
z- 6 / VILLAGE MOBILE
EX. WOODS / �� �'�' HOME PARK LLC 11/20/23 ADD-03
P / l ` / DB 3969 PG 386
PB 41 PG 192 PERMIT REVIEW
08 23 N DE NCDOT
PIN:8896777840 (FC-003)
j MARTIN MARIETTA MATERIALS INC
DB 4109 PG 687
PB82PG452
PIN: 8896695070
ZONING:M-2 j j / CONNECT TO
APPROXIMATE ACREAGE: 19.7 / / / / / EXISTING FENCE
ACRES l l j / / 1 GALVANIZED
/ 1
�
Q SITE PLAN
d l l EX. z
L`O E/P
/ / \ SCALE 1"=40'
0
o w EX. l j / \ 0 40' 80'
04 STREAM ' / \ `P,0
N
s�c� C201

SITE LAYOUT NOTES
1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE ALAMANCE
COUNTY, NCDOT AND OSHA STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, BUILDING
WALL FACE OR PROPERTY LINE, UNLESS OTHERWISE NOTED.
3. ALL RADII ARE DIMENSIONED FROM BACK OF CURB. IF NOT STATED, RADII
DIMENSION IS 5'.
C_ 4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND
003 GRADES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY
111111111110, DISCREPANCIES PRIOR TO COMMENCING ANY RELATED CONSTRUCTION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF c,)
- _ OHP� I ALL WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR
OHP- �� �I 1' OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR N
OHP ® l i WASTE AREAS. = Q
z WR CONTROL PT#3 NAIL y CROSS RD \ y� / I 6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING Z
o - SAND / / CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE
GROUND COORDS ( ) SR 1752 - Ex. '
NAD 83-2011 60'PUBLIC RIGHT OF WAY PP R/W R/W_ ® / I J
I ASPHALT R/� I OWNER.
IVER BUFFER �\ \ NAVD88(GEOID 18) 2-LANE EX. / _ I 7. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE Q
RCP , - \ \ P8 76 PG 22 R W - U
C'EX. 12"RCP \ \\ EX. 12"RCP SR �752- SANDY CROSS RD N:869,514.4181 70284 W - CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL (811)OR
Irn- e
�d§ R/ _ �e- - - - �k a (1-800-632-4949)TO HAVE EXISTING UTILITIES LOCATED. ALL PRIVATE
r.37' "" 1 INV=629.04' E:1,897,522.6636��_ R/W _ _ _ - - \ o i I UTILITIES SHALL BE LOCATED AS NEEDED BY A PRIVATE UTILITY LOCATE p
80'PUBLIC RIGHT OF WAY ��: �'3r- ��8.64 _ _ I� _ _ _ _ COMPANY EMPLOYED BY THE CONTRACTOR. Z
\ \ INV=630.16' EX �++ rP R/W -
\ \ 2-LANE EX. ASPHALT -�+� _ - \ - _ _ _ _ _
�W R/W \ - PP -_PB 76P EX _� -�+�- � R/W _ c= - - - - - - �� /- I 8. ALL CURB AND GUTTER OFFSITE SHALL BE 24" WIDE UNLESS NOTED 2
\ \ 3 .55 R/W ----��s�+'----- P R/W = rn _ 15 CMP L (�
e
-r UGT= - =uGT 1 \ rP� Ci R/W R/W -�'�- R/W - cani�r�-- W R/W r�JGT o - - - - ---- ----- /VT ^ I OTHERWISE.
_ �fcr=-=�1 _ _ _ - - - �� /�( ' 9. ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PER
--� 7 - - - _ _ _=UG I _ I�GT _=Epp= _ _ _ _ _ EX FlB R �- PROJECT DETAILS AND NCDOT STANDARDS AND SPECIFICATIONS. Q- '�"' - _ I - ucr- -_ - ucr ucr_- -_ _ _ - R/W OPTIC BOX I ��
/ - Cr- - �c u � - - C6 _ - N 10. RAISE ALL STRUCTURES AT NO ADDITIONAL COST TO THE OWNER SO UU LO
-------------- EX - - - / = F THE STRUCTURE EQUALS THE FINISH GRADE OF THE
--------------------------------- G -o �� - - G5_ EDGE _ INV 6 5 LANDS
- F ASPHALT EX \
� R Mpp 7�I II
� _ _ � _ � � - W '7y TOP 652 60' /--------------------------- �� " THAT THE TOP O
_ - - - - LIMITS O F CONSTRUCTION LANDSCAPED 1
EX. EDGE OFASPHAL T EX. INV=644.51' _ EX. IN-�....r. _ R/W �� -� INV-649.69' = 50.6 ' I Q , I, I NEW ASPHALT. mmi
w �
--- =_�yy -�-' -, '� '�'�-�-----�-�- -- - - - -UFO - - W EX. AREA ® I �I I �� I 11. COORDINATE THE PROJECT SCHEDULE WITH THE CIVIL ENGINEER AND p
R/W UFO- - UFO- - -UFO- - - -UFO- - - - - ---�.. - �� UFO- - �F R/ a i 1 11 D U
R/W UFO- - - _=UFO- EX. INV=648.27' R W EX. BLOCK PP o� l I OWNER IN ACCORDANCE WITH THE OWNERS ONGOING ONSITEUU 0
R/W - - - - R-/VT - 12"CMP R/W / RWALL INV=650.14' OHP� 1 N OPERATIONS. ANY UTILITY INTERRUPTIONS SHALL BE COORDINATED F
W W \ R/W R W GUY R/W „ 1 '' ; WITH THE OWNER AT LEAST 72 HOURS PRIOR TO THE INTERRUPTION. w o U
/ R/W R/W POLE'/W EX. 12 RCP F. FANOUS ' I I ' ' w o w 1 m rn• 1 12. PROVIDE A SMOOTH TRANSITION BETWEEN NEW ASPHALT AND EXISTING !-
// PP GROUP, INC I �; m c ASPHALT SURFACES. j 00 _
/ GUY EX LAWN DB 3445 PG 594 I I� k I 13. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR0 W
/ POLE PIN:8896890413 `iD ( ) w
/ W W \ EX. INV=644.91' G�/(2) _ Q 11, I THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 2 0% SLOPE }
OIL W W W W W W W ,_ I I ��I; 'HI 1111 FOR THE WIDTH OF THE SIDEWALK. NOTIFY ENGINEER IF THIS CANNOT BE " w
L- EX.
V�� o TOP=652.92' I Ii r `i ACHIEVED. Z O U)
W W JOHN D. BRUNER 4"PVC lNV(W)=651.82'(END UNK) I h ~ R KEYNOTES 0
W r
50-FT BUILDING SETBACK
W ♦ CO DB 414 PG 903 12"CMP lNV(E) 651.66'(END UNK) o 1j
M W TREE LINE ♦ PIN:8896798424
U W �\ ` 6.6'POSS/BLE EX. WOODSHED II ;� �� C6.0 ACCESSIBLE CURB RAMPS
EX O W \ ♦ ENCROACHMENT57 15"RCP END UNK
PON N y y \ ♦ (POSSIBLE JB NEAR DI) 1 �I ; C6.0 HEAVY DUTY ASPHALT PAVEMENT �.���q A
U
w CONC HEADWALL
w I�,J W W W \ ♦ � L 15"RCP INV=651.49' I �I GRAVEL PAVEMENT y S
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W Y TS p EX. EX. W I �`
z \ 'cc ` BENT EIR LOCATED S 83'0759 LP pp " ' 4 LIGHT DUTY ASPHALT PAVEMENT = e
055780
W J \ 3CONTOROLN ��ST ♦ N 44°1528"E 4.05'OF IPS E 246.22� 1 I C6.0 (PARKING SPACES ONLY) s
a W \ BUFFER ��CTip ♦ EX. A/G EX. DECK/STEPS LOD LOD �OD I ii I 5 % .p�NGtN � Q. �.
TANK EX. DECK/STEPS O N 4505638"E T I
PP " I STANDARD DUTY CONCRETE '��E TT W ��•°
W W ♦ EX. WOOD EX. SHED �-O 160.75' s I 'I I C6.0 °°'fde+feescrta��°�
W W � ♦ `/ I III '
W W . y / LOD LOD L a ,OD111 I I C6.0 HEAVY DUTY CONCRETE PAVEMENT
5.7'POSSIBLE ' "'
ENCROACHMENT / z I
W W ♦ 2�, 23'POSSIBLE
W Y W
1 38-
W W 1 ♦ F23p0�d ENCROACHMENT - SSMH C651' .0 6" STEEL BOLLARD WITH HDPE SLEEVE •0���
EX W W W W W 1 EX. METAL TOP EX. N1' I z 1I I I I I %0
WETLANDS 1 CARPORT O I I111
I uIl
\ W W 1 ♦ �O OUT=648.57' U I I�'I ' 8 FLAG POLE T I M M O N S GROUP
TREE LINE v�/J / I YOUR VISION ACHIEVED THROUGH OURS.
\\ tr EX. POND u, \ ` \ / I I I II Ijj I VIRGINIA I NORTH CAROLINA
\ W W \ ♦ \/ I �00 1 i it 9 24" CONCRETE CURB&GUTTER THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
W Y W
\ - - - ♦ ' I��ll II i ii IIII C6'0 5410 Trinity Road,Suite 102
W W W W W \ I 11 11
PLAN VIEW 3 \ \ 2 Raleigh,NC .4951
EX. WOODS 7607
TEL [phone]
•Y W W W W I I II I
PRECAST CONCRETE WHEEL STOP FAX [phone]
C)i ii i�1 C6.0 www.timmons.com
EX II i North Carolina License No.C-1652
W W W W EX. \\
\ W SEE SHEET C2.1 WETLANDS \ 8-FT TALL CHAIN LINK FENCE TO BERM
\ W W W W \ ADDITIONAL LIMITS I 1� I I
� \ \ 00 `^N. PP z �I i1 I 1 Site Development lResidential lInfrastrudurelTechnology
`\ I 11 I
\ \ OF DISTURBANCE BY \ ao � � ; �; � C6.1 (SEE PLAN FOR GALVANIZED VERSUS BLACK PVC COATED) sossz 333
\\ W W y W W W y W m W W W W + W y W + \\ OTHERS (0.3-AC) N III II A 2
�I l
I I ' I'
CHAINLINK DUMPSTER ENCLOSURE WITH GUARDRAIL
C6.1
PLAN VIEW 4 3
DRIVEWAY APRON
C6.1
0 8-FT CHAINLINK FENCE
00 / ° W " �\�\ \V 1 I C6.2 (SEE PLAN FOR GALVANIZED VERSUS BLACK PVC COATED)
O
° ° i \
° / ° ° \� 1 I I ` C6.2 FENCE GATE DROP ROD ASSEMBLYuj
° o ( �" 3 CHAINLINK FENCE GATE (SEE PLAN FOR GALVANIZED
o I
p ` �\ /; t 1 \ C6.2 VERSUS BLACK PVC COATED) 2m
0°o pI' NCDOT METAL GUARDRAIL
0 ! 1 \ C6.6
° 0 0 0 0 I i ��
I
00 / 00 33.848AC I " + 1 2 CLASS W RIP RAP WEED AND SEDIMENT BARRIER
Uj
CL CREEK DIGITIZED FOR VISUAL 0 0 , � 0 1,474,419 SO FT
PURPOSED ONLY DIGITIZEDFROM o ° MART/N MAR/ETTA MATERIALS INC \
o / �, 0 INTERMITTENT \\ \\ A
NCONEMAP ORTHO 0 ?F 0 DB 865 PG 779 STREAM \ MILL AND OVERLAY(18-IN ASPHALT MILL& LAP JOINT
CREEK SURVEYED AT THE 0 0 / 1c ° PB 82 PG 453 ;--__� -- \ -
BOUNDARYCROSSINGS. 0 0 0 �0`(� o PIN: 8896576322 \ %; - - �� \ B KNOX BOX 3200 SERIES OR APPROVED EQUAL. MOUNTED ON FENCE I`
0 0 ZONING:M-2 POST AT 6-FT HEIGHT WITH 2-1/4" U-BOLTS, WASHERS AND TAMPER r
0 0 ° ° 0 \ _ 'x RESISTANT NUTS. Z CN
o ° 0 ° ° ° p o - ,I /
/ C 10-FT X 70-FT SIGHT TRIANGLE CN
0 0 0 0 o p o o ° 0 0 0 0 O o 0 0 0 ° � / -
0° ° o p ° 0° \ 50' HAW RIVER
° o o
0 0 0° 0 ° o EX WOODS `� ` BUFFER EX. INV
O 0 00 ° O° O° ° ° O ///11 / pop \ ' 1=606.68' j`� ��,� SITE DATA TABLE Z
0 p p 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 I ALAMANCE COMMUNITY COLLEGE Q
0 0 0 ° / x PROJECT NAME:
° °.o 0° /0 1 - 0 ° o ° ♦` co / PUBLIC SAFETY TRAINING CENTER
0 0 / \ //�O 1 o ° p N SCO NUMBER 19-21198-01
0 \ yZG 1 00 o ALAMANCE COMMUNITY COLLEGE W Z
0 /� �y< �- 00 °
0 - - \ CV PROPERTY OWNER/DEVELOPER: 1247 JIMMIE KERR RD. � J
o i �� n l 0 0 FLOODPLAIN U W
/ W Q y 1 0 0 GRAHAM, NC 27253
o° l �\ / Zn 0 0
w w � PIN ID: 8896780128 J
° 1 100
0 U) x PIN: 154911 O
0
° 50' HAW RIVER 1 \ /� / 0 J w DEED ACRES: 57.49 LLJ U Q
° ;� BUFFER \\ W W W ; / 0
0 I \ LEASE ACRES: 90.43 O
, 1 \ y\ W Y 1 p I
00 0 ° o ,� 1 \ \ 7 0 0 I PROPERTY ZONING: M-2
0 0 / 1 \� O o o I Z
0 ,= CURRENT USE: GENERAL MANUFACTURING
/GREE / � \ 50' HAW RIVER 1\ I x
BUFFER � \\ 0 0 o PROPOSED USE: EDUCATION FACILITY � � C� O
8- \_o o - �- DISTURBED AREA: 34.18 ACRES O C
0 p o 30' EROSION I RIVER BASIN: BOYDS CREEK(CAPE FEAR) O w
O o 0 0 0 0 0 0 0 CONTROL U
/ ° ' - o BUFFER TREE LINE
TREE LINE O7 V
/ o I o � � I I SURFACE WATER CLASSIFICATION: WS-V;NSW
o ° W
ADMIN /CLASSROOM BUILDING: r Q
0 O 0� - - - � o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 SPACE 14 FIXED SEATS FOR PATRON USE: N U Z
i00 165 0 0 ° EX. 1 S ACE/5100-SF OF ASSEMBLY: 3,090-SF Q
i M
0 X_ _ _ X_ _ _ X _ _ X _ _ X _ _ _X _ X X ASSEMBLY/ 100-SF= 31 SPACES ■■■�■■■ C�C Cn
- � - - X - - X - - � - - � - - X - - X - - X - - � - - � - - - - � - - C
EX. ROCK 0 ° N 89°58'59"W 592.02' N 89o57'18"W 531.00' 1 SPACE/ EMPLOYEE: 8 EMPLOYEES =8 r
106.97 W I ° 0GALVANIZED 1 PARKING REQUIREMENTS: SPACES = O Q cfl
° 0 ° �, GALVANIZED C6 2 TOTAL REQUIRED: 81 SPACES V J Cfl
o C6.2 SF/TPF SF/TPF SF/TPF SF/TPF _ _ _ _ _ _ _ _ TOTAL PROVIDED: 81 SPACES U) Q CN
0
0 LIMITS OF CONSTRUCTION INDOOR FIRING RANGE:
0 LIMITS OF CONSTRUCTION TOTAL REQUIRED: TBD
0 ° 1 GALVANIZED 30' EROSION / 1 TOTAL PROVIDED: 68 SPACES PROJECT NO: 600646
CONTROL 1 1 TREE LINE DATE: August 14,2023
p C6.2 EX. LINEAR
0 BUFFER I 1 WETLAND ♦ REVISIONS
DATE DESCRIPTION
RALPH ELMO - - _I MARTIN MARIETTA MATERIALS INC J 09/29/23 CMR VE ITEMS
FAULKNER, O DB 865 PG 779 10/10/23 FINAL SCO
KLKNER, DEED DESC:DB 408 PG 768 11/20/23 ADD-03
FAULKNER PB 82 PG 453 12/08/23 NCDEQ& NCDOT
FAULK ER PIN: 8896576313 PERMIT REVIEW
OLIVERRICKY EUGENE (FC-003)
FAULKNER
DB 3148 PG 458
PB 82 PG 73
PIN:8896483321
PLAN VIEW 5
co
00
z SITE PLAN
LO
M
77 SCALE 1"=40'
N NOR
N 0 40' 80'
0
N
N

° ° ° R - - - - - - - - - - - - - - -_� , - - -R-4w I \ "" SITE LAYOUT NOTES
o ° R/W _ _ - - - - - - --==-�T __�j -uGT- - E�( INTERMITTENT - -
-C2- �- - - - _ $� _ - - - -_=uGT P STREAM VTB J - u I_ 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE ALAMANCE
W SEX. - - -
YCROSS RD '° R/ems _ - - - �� =
SANS _ _ _ - ----------------- - - - - - -- ------- _ _ - 3- - - _ - - - - - - - - _ =
- -�- ��r- G COUNTY, NCDOT AND OSHA STANDARDS AND SPECIFICATIONS
SR 1752 - WAY R/W / PP - - - - - _- _----- - _ - - - - - -- - _ __ - 2. BUILDING
IGHT OF - -------------
60'PUBLIC R - - - _ ----------- - - - - - ' " 52.86
1
_ \
ANE EX. ASPHALT R/W 0H - -
C1 - - - = _-----
\ �� S 86°28'4 'E 2
L / / � � - � � � � WALL FACE OR PROPERTY LINE, UNLESS OTHERWISE NOTED
- -
2 PB 76 PG 22 tz/W �� - - __-----= - R W R/W R/W - _____'_-"-------------- -- 3. ALL RADII ARE DIMENSIONED FROM BACK OF CURB. IF NOT STATED, RADII
---- - / / DIMENSION IS 5'.
o/oW _ - - j 7 - R/W R/W R/W R/W \ -T------------- - ----
_ 009 - �/W R/W R/W "�"- ---- - 4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND w
W ° _ _ - - / _ _ / � - - GRADES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY
_ 02 ___ / R/W DISCREPANCIES PRIOR TO COMMENCING ANY RELATED CONSTRUCTION.
R/ _
W S 01004'40"E 30.31' o - N 81°07'49"E 33�/' R/W
��(TIE
ONLY) _ a�� /__ _ -_-� TION R/W I IINC- 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF c,)° ° _ oe LIMITS OF CON�C� R/W I I W W ALL WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR
STOP OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR
1.49 -_ - R/W 50-FT BUILDING SETBACK _ • . SCM ACCESS 1
EASEMENT N
57.49 AC _..�, � C6.3 B , WASTE AREAS. Q
,_ P/ R/W 2,504,250 SQ FT - - / 6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING Z
EX. j W MARTIN MARIETTA MATERIALS l� 3 3 2 _ _ r ,/ CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE
° ^' �- DB 86�G-779 C6.3 0 I - - - _ _ / OWNER. w_
°o X �82 PG 452 C6.3 C6.3 4 VAPS , - - 7. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE U
GW(2) _ PIN: 8896695070 4 C6.2 I / CONTRACTOR SHALL NOTIFY"NORTH CAROLINA ONE CALL" (811)OR
ZONING:M-2 C6.3 ADMINISTRATION / I I ,/ W (1-800-632-4949)TO HAVE EXISTING UTILITIES LOCATED. ALL PRIVATE
° 2 4 PS CLASSROOM
i UTILITIES SHALL BE LOCATED AS NEEDED BY A PRIVATE UTILITY LOCATE p
o LAWN - - C6.2 BUILDING - COMPANY EMPLOYED BY THE CONTRACTOR. Z
o ° C6_3 - I 14,825-SF I I I / 8. ALL CURB AND GUTTER OFFSITE SHALL BE 24" WIDE UNLESS NOTED X
_ _ _ _ 0 FFE: (D
_ OTHERWISE.
° - - - - X 2 - - 3 _ I I I �/ POND 9• ALL DISTURBED CURB &GUTTER AND ASPHALT SHALL BE REPLACED PER
EX._ _ - - - - C6.3 C6.3 - I I PROJECT DETAILS AND NCDOT STANDARDS AND SPECIFICATIONS. Q
o - TER ACCESS EASEMENT _ _ _ . �' EX.
SCM STORMWA_ _ _ ---- I I PROPOSED 10. RAISE ALL STRUCTURES AT NO ADDITIONAL COST TO THE OWNER SO LO
__ EX. TOE OF EARTH BERM_ __ .� \ D
00 S E FORCE MAIN THAT THE TOP OF THE STRUCTURE EQUALS THE FINISH GRADE OF THE UU
RIPRAP (BY OTHERS) NEW ASPHALT. �X. w
11. COORDINATE THE PROJECT SCHEDULE WITH THE CIVIL ENGINEER AND p
OWNER IN ACCORDANCE WITH THE OWNER'S ONGOING ONSITE � �?
- _ OPERATIONS. ANY UTILITY INTERRUPTIONS SHALL BE COORDINATED UU
_ 3 _ - WITH THE OWNER AT LEAST 72 HOURS PRIOR TO THE INTERRUPTION. w o V
/ ` ` _ A W
STRUCTION _____________________ C6.3 - - - - - - - \ 12. PROVIDE A SMOOTH TRANSITION BETWEEN NEW ASPHALT AND EXISTING w o ~
____
LIMITS OF CON ___--- _-_______-- EX. TOP OF EARTH BERM ---------------- ` � - ` \ ASPHALT SURFACES. 00 _
1 \ W 13. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR F- - Of
30' EROSION THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE 0 Q
CONTROL \ W FOR THE WIDTH OF THE SIDEWALK. NOTIFY ENGINEER IF THIS CANNOT BE 3 w
BUFFER \\ W ACHIEVED. z Z �j
O
____---- } ♦ \��\ ❑E \� TRAFFIC CONTROL NOTES rn
o I 1 / ___--- EX. WOODS EX. TOP OF BERM � ♦ \
C) PIV I \ 1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON
\ J UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)AND NCDOT STANDARDS.
i� ---- -----....................................
-------- --- \ LAWN X_
2. ALL PAVEMENT MARKINGS SHALL BE 2 COATS ALKYD RESIN PAINT.
------ EX. TREE LINE \\ PUMP STATION 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NCDOT �P`� AIQg°1'1.,
oo 1 I I/ EX. T P F EARTH BERM_____--- ` .400 •.
_ _ - (BY OTHERS) STANDARDS AND THE PROJECT SPECIFICATIONS, WHICHEVER IS MORE Ql•
STRINGENT. ram`, �Z,�'s
\ \ EX. BOTTOM EX. 4. ALL SIGNAGE SHALL HAVE HIGH INTENSITY PRISMATIC SHEETING. �-C y$_
I I \ - - - TN BERM------------- ---------------------------- BOTTOM 5. SIGNS SHALL BE FABRICATED FROM ALUMINUM ALLOY SHEETS.
I� ► I - IE pF EAR-- TREE LINE ---__ � ��
OF BERM
T_ _ \ OF BERM - 6. ALL MOUNTING HARDWARE SHALL BE GALVANIZED. 0580e
7. "VAPS"ON PLANS DENOTES VAN ACCESSIBLE PARKING SIGN. INSTALL
R7-8A, R7-8D, & R7-8P. %9 �GtN ••
�� \ �� - \ 8. "APS" ON PLANS DENOTES ACCESSIBLE PARKING SIGN. INSTALL R7-8A & °',,a�TT y� F���,•`°
NI I \ R7-8D ONLY. °`afae+ftesttta��
SIGNAGE KEY NOTES
TREE LINE \\ MUTCD
\
\ SCM ACCESS \\ �� `s���c� \\\ \ N� \\ i \ 4 ACCESSIBLE PARKING SIGN R7-8P, R7-8A, R7-8D
I I I ,` _ - - - - - - EASEMENT ��\ /0,1, \\ \\ ��\\ j \\\ C6.2 (PER PLAN & DETAIL) ••0000
I EX. WOODS \ 1 STOP SIGN R1-1
(PER PLAN & DETAIL) TIMMONS GROUP
��\ ` \\ \ \ I I \\ YOUR VISION ACHIEVED THROUGH OURS.
` \ LAWN �\ \ \ I \ STRIPING KEY NOTES VIRGINIA I NORTH CAROLINA
\ \ \ THIS DRAWING PREPARED AT THE
n / \ EX. \ NCDOT STD. WIDTH COLOR RALEIGH OFFICE
`Y EX. EARTH BERM TREE \ I EARTH \ 5410 Trinity Road,Suite 102
\ 2 DIAGONAL STRIPING 1205.01 4-IN WHITE Raleigh,NC27607
TEL [phone]
FAX [phone]
www.timmons.com
/ I
1 3 North Carolina License No.C-1652
100 \ \\ \ \ ` I 1 PARKING STALL AND TRAFFIC STRIPE 1205.07 (STD) 4-IN WHITE
Site Development I Residential I Infrastructure I Technology
50352-333
p 11 \I C6.3 ACCESSIBLE PARKING LAYOUT - - -
(
1 I I \\\ ` \\� STOP BAR - 24-IN WHITE
II� 11 \\ B LANE LINE 4-IN WHITE
\ \� ! 10 Z 1 \
LANE LINE 4-IN WHITE
I \ \
Z I 1 I \ \\ 1= V uj
1 \ I
WET POND I LAWN I 000
p� X STORMWATER 218,
I GALLON 1 � ' \ PAINT 4" YELLOW LINE
CONTROL MEASURE I STORAGE �\ \
\ EDGE OF ASPHALT LLI
I \
TOE OF EARTH BERM ��� NO PARKING FIRE LANE
/ I � DIESEL -------------------- \ i
Ic�r I I FIRED PUMP w/IN 1
PUMP HOUSE 11 \\
I4 X I I ALTERNATE#2 X X X \
CD
100'X400' PAD C ❑ \ \\ **
I (EARTHWORK& DRIVING PAD C2.3 \ NO PARKING- FIRE LANE MARKING SHALL CONSIST OF A 4 N
+� I I SEEDING IN BASE BID. (400'X400') C \\ SOLID YELLOW STRIPE AND 8"HIGH YELLOW TEXT"NO
I I SEE C3.0) 2 C \ \ PARKING-FIRE LANE" AT 50'INTERVALS.
I C2.3 CV
C6.3 x C2.3 \
z
NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE m I Z
III I m \\�''" CO FIRE LANE MARKINGS N.T.S. .,
X I I C2.3 C2.3 Z
I I 3NM 32f1d �JNIN21Hd ON 3NHl 3dld ONINdH�ON ENV I�2i1� ONIY�i1Vc1 ON � O
I I c � �
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II ♦ � � IIIIIII W Z
-
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m I I I I I m TOWER a m 0
m e e e e e e 9 e z m FFE: 651.67 m LU V 0
. 0
C L� ~ O
PAVILION 4 VAPS C2.3
/ ` I EASEMENT SCM SS FFE: 648.25 C6.2 C
C2.3 C_
C C )
0
C NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE z
EX. 1 O
RIPRAP\ ��;� /--- C2.3 z O
- I 3NHl 3LIId ONINiIHd ON aNVI=NH ONINNHd ON 3NH1 3ifld INLIHd ON 3Ntl13211d `JNINiftld ON r
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BUFFER ALT#1 C6.3
/ BOTTOM OF EARTH BERM C6.3 N V
------------------------
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LAWN / \ _ 2 - -
1 \ X I U Jto
C6.3 - - O Q CV
d
I PROJECT N0: 600646
X 1 < •• DATE: August 14,2023
\\ REVISIONS
4 - I DATE DESCRIPTION
I \\ VAPS 09/29/23 CMR VE ITEMS
1 \ ALTERNATE#1 ALT#1 C6.2 - -
I \\ INDOOR SHOOTING 4 I 10/10/23 FINAL SCO
ALT#1
1 RANGE 4 11/20/23 ADD-03
I 1 13,567-SF APS C6.3 - - 12/08/23 NCDEQ& NCDOT
I I \ I ALT#1 C6.2 I
I I I I FFE: 655.25 - - LAWN PERMIT REVIEW
X I I I I I (FC-003)
I I I
I I I I
I
I I I I
I 10 I II
-v I
i II 10 1
I In 1 1
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I 1717 1 /
X _ 00
X X X �= I / 0
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_ _ - - - - - - - - - - `� - _ _��`\ 0 GRADING & DRAINAGE NOTES
° ° o _ _ - - - - - - - - - - - - - - - - �'zL (TG� - - - - - - ` _ - - - 11 EX.\lNV=6 .37 6--
o R/W _ _ -- \
° - -C - -\ _ __ C2� / - = _ _ ZT ==-VAT 3_ " _� ~`\ l s2,g_ _ - - - 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE ALAMANCE
y CROSS RD W / PP - - -� `\ - �t� _ _ _ $�_ - 3 =QGI�- STREAM - - 78t - COUNTY AND OSHA STANDARDS.
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1752 - SAND T OF WA R1 / - - -r - -\ \ \� \___ _______-_�=--- --____s - - - - - --- - -------__ ------�_-- - \ - _ - EX. ll�lV=61 . _- 2• COORDINATE THE PROJECT SCHEDULE WITH THE OWNER AND ADJACENT
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SR 60'PUBLIC X ASPHALT NP _ - t -C1 _ _ = _= - __ - =-_ ------------ - _ _ =---- _ s ---- - - _
l7Fa UFO UFO 1
RAW O _ \_ _�_� =_ruFo=___ - -_- f E��\ �-1) = S 86°28'4 'E 252.86' , ' L USERS OF THE PROPERTY MAINTAIN TRAFFIC FLOW AND DO NOT
E E - - I �� \ -�-� = - - - _ _ --r--�F - __ _ - _ -= r--- - - � - INTERRUPT UTILITIES AROUND THE SITE. DO NO DISTURB OPERATIONS OF
2-LA PB 76 PG 22 K/V1 / - - -1 � 7 \ _�=. � :! _ UFO - _ - '623-_ _ - - C)
- -_ _ - - \ \ '2,z - _ - - - - _ _ �-- - F C6.3 19.00'Ex ---------- OPERATIONS.
lEX. o - - I- o _� wF_Q�_ 'ram- - W - - -8 9' 6 O - 7 3. ALL EXISTING VAULTS MANHOLES STORM DRAIN STRUCTURES VALVE
�( .EIP�?,/*' - - ° ° - -I- /I- ,�-- - ' �_ /- \ - i - - / 631 - _ _ 1 v ` - - ESCGNa- ,
��YY - „ 332A2 1 �� \ - �-- - � - � W _ ' / ' / 1
W S 01°04'40"E 30.31' - -T N 81°p7'49 E-- �_�-- per _ - � � I- � 11 � � / _ , � C6.4 8° CP F BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH
\ �" �mil �� � � / r / l 63 C6.4 62 7
_�- - R, - / / / / / , / 0209 0210 � 5 6 F16 i FINISHED GRADE.
,moo (TIEONLY) - - T rn / __--� - _ - - - _ _ -
C ° o o ° r OT _ / I o_'� �zae�j� _ �F��N$TRU�TION� �! - -- / / , / / / r _ _ _ _ __ 4. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED o
�0 / _ - - i _ LIMIS � / , / - / - / / , / 15"RCP 8„PVC C9 - C6.3 C C6.
' / / / y - / ' 63 003 SCM ACCESS 6- BY THE OWNER'S INDEPENDENT TESTING LABORATORY. r-
�\ yam_ U O� / / _ / / / / / z - 8"PVC �' / ^/ N
L49 �- - - _,� �� -,p / - / / ' 632 / EASEMENT ' 5. ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTED
r / ) r / / / / / - ;o. ;; r 63 I /
\ - l 5749 AC / \ p _ - B Q
1 -_�-�_� U-FQ - _ �" F.rpV - / - / / / - '/ / / / \ �\ 13 ` ELEV:625.52' 633 OTHERWISE. z
_ _ _ _ I \ � / , / / 2,504,250 SQ FT `� / / 8"PVC
__.W- _ _ EX. - _ ; - / , , / / , , � ti , / ,63� - - a,�� � � , ' 6. SPOT GRADE ABBREVIATIONS: �
- - gip. - _ - R74'V - ) r = _ ` _ _ � / / MARTIN MARIETTA MATERIALS INC �" / / / � ��Q \\ _ 8 SHOULDER C11 I \ > I I /l ' �' 0
-c 6.1. TC: TOP OF CURB
o , ' ' '� / _*1
- /I ' I /' DB 865 PG 779 /' ,f0 ,c6 +� / 0 \ � - 5 n ( - I 6 SHOULDER 6.2. PVMT: EDGE OF PAVEMENT Q
- / /
o n\ * 615- �, Y � PB 82 PG 452 1 i - \ \ M C6.3 @ 2/o / / U
o \ 'I §�0 / , / / / ( HIV i \� \ �\ / @2% C12 ICI ° / /
_ /'EX. ! I ^ �s 6� ,�'\ PIN: 8896695070 / / I z Y ' _ - - - M ' 3 ' / 6.3. EX GND: MATCH EXISTING
o <> / .I I , I ; / ZONING:M-2 � / / / � \ - \ � ADMINIS RATION / ' I ' � 6.4. SWK: SIDEWALK
/ �'W(2)-, � io / `A / ; / '�o � �° / �j� (p co � ' / ` � i \ t• � C 13 I I i
CONNECT�UtLDING , TRANSITION � �
� ' ' h `O / � / 1° 2 \ - � CLAS ROOM 6.5. FFE: FINISHED FLOOR ELEVATION
o EX. BENT ElP / \ � / / / l co / / 3� DRAINS TO ROOF / V-DITCH TO 2-FT I O
° 11 / / `l WN f - BUIL DING 8' SHOUoLDER
o � / / / f � � 3 6.6. HP: HIGH POINT
\ ,I \ 1 0.34 W OF PL 1 I / I 1 r ) / 1 , , / _ - C6 ` @ 2/o `�� I / TRAPEZOI DAL DITCH z
o \ , I / , / / / / ! 7 6 ( -_ - _ Q r DRAIN PIPING 14,8 5-SF \ I II \ 7. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK =
o \�i i ) 1 I ( � f / / � "/ / / f C6.3 C6.9 4. I - - I _ _ _ _ _ _ _ \ 0 ' (SEE PLUMBING PLANS) FFE: 34.00 , - \/ ) / POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT _U
I 1 i ; / ) I J r i / , .._1 1 ' / ' " , _ _ _ -_ 24 RCP - - / I--� i - - '�\ 5 C8 1 W ^ EX. ELEVATIONS ARE SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE w
' ;\\ \ I I )\ L I // ' g21 _ _ - - - 0203 _ _ - - / / -_ X - - 24.. ca- - C6 C6.3 CS ' -ia� 5 I( •\ I� I \ - W POND OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE TAKEN INTO Q
i / \ c J - / 3 ` ice' 0205 C6.3 I \ CONSIDERATION. THE CONTRACTOR SHALL REVIEW THE GRADING PLAN IN �
o / � / 1 I - / \ / ' ST,dRMWATER ACCESS EASEMENT / / r - �� \ , - C7 W EX.
/ / SCM � 1 , / / / .,RCP $„PVC
o / \ \ ( i I LO
I, _ - .- - 4 ' _^__ T 0 _ B - - - _ �g s PVC �, r , ODDS✓/ DETAIL AND SHALL ENSURE THAT ALL CRITICAL GR DE POINTS ARE STAKEDUU o
CN
` - ^ K''- ' 6 - C- 11 rl � _�A_ - _ - - ---- 0206 /8 RCp - R© �•\ . ` a1 I ti ,\� EX r cv AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE.
A w
O`° r r \D \ -� - '- 622 / I J 0 -- - y _! _ �- y I _ _ _ _ _ _ _ 6 7 - ` 1 J 0207 a - �, I / ( I RI I` 8. ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).
O 6 / ' - �- _ '_ - _ _-_ _ _ _ ____ _=_ _ -_ _ __ _ L =_ _ _ _ - _ C6. � \ / U 9. THE CONTRACTOR SHALL USE NC ONE CALL (811)TO LOCATE ALL U
/ / - - - - I / , �/ !' / /�_ _ s= __ _g=- _ - _ ____ ___ _ _;__ _ =^ ` _ \, _ _ 15"RCP 0208 \ / \ / / � w UNDERGROUND UTILITIES. PRIVATE UTILTIES SHALL BE LOCATED BY A UU U) U)
// - �' _ �� _�__ _ f -_ - _ _ _ - ;= _ _ _ _ - - _ �_ " - _- ��` \ - _ - U 63 / w w PRIVATE LOCATE SERVICE AT THE EXPENSE OF THE CONTRACTOR.
/ /EP 620 / / / __� �.� �'� _- ,_ _� -�' 3_� %= _ -=_ _- _ _✓= -_=___ __= _^\_1 8 --1 - rc� 3/ \ / 3� > _ 13. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO w o w
-. C -_-� -� _ ry
1 / �' �- i l� _ RU TION 3�= 4��� _ - - - -j �/_�- ' ---_-- - --_1 ` ` - ` - _ _ \�_ ` C6.3 �� \\ �\ V 6 /7 \ Z U) (n � �
f - - = -% ' - ONS� ; - _ �_� _ _-� == i % - _ - - ' - , rr---- t - _ - -_`� \_`:- ;_- C6.4 1 \ o_ - / w CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. _
1 ' ' -, , / _ �' _ IT_ OFC�; ^ 4 � _-_--=�------- X TOPOFE,41THBEAM - - - __- _ _ ,,\�\_ - _ _ \ 4 _ 0211 0 \ ` 1 Q o U) co
I / ( -�__---_ _ _ --.;-S � -J�_ 64 4 405 -�/--___-/� / 1i \ (/1, / / -ti �\- ----: `\\`� i C6.9 - J w 14. ALL ROOF DRAINS SHALL BE 6" PVC SCH 40 1.04/o MIN. SLOPE UNLESS U
i `L \ - !; - _- _ = /_ _ ' -" _ ;- :_ =�-- / / 1 / - / Al _/ / - \ _ ` ` �_ _ \ \,�\\ 2„ 34 n 9 r / , \\ cn i\ INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN °F
/ T /✓ -' - ! - ' '---� - ' /\� I ' (/ � I / ' / / \ ~`� �_� �'\�~ \ 36 AL 1 C6.3 / 30' R -N \ \ w 0 w O)
/ - - - - \ - y-- � - / 24-IN.
I �/ - / l _ - _ _ - �� - _./- --` r / / I \ ( / i J - _ _ - _ - - \\__�\\�\\\\ \ 10"PVC I 13 W 15. PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM w J
/ / _ = - _ ( D \ � ! � , � � � I ! (\ _�- \\\\ \ � BUF E 1 \ z z w
_ - _/__--I- \ a Z � s 56- r � _ \�^\\ \ �\ \ COVER. IF ROOF DRAIN PIPING UNDER PAVEMENT HAS LESS THAN 24-IN z
/ i /� / / i i' '' -f ___ I I ) , dt h I �� I c�\ ` 1 / 1 / \ \ \ \�\\�\ \� \ 0212 9 -1 \ \\ 0
C6.3 021 COVER, ROOF DRAIN PIPING SHALL BE 6" DIP (IN LIEU OF PVC). - _
`9 /�/ __ _ I I 1 EX. WOODS ` \ EX. TOP OF BERM � i \ \ \ \ _ \ , d N- , - - - - - _�\ `� \\: / 6 5 \ I 7 ` \ rn w
h � _� \ `\�\ C6.3 0213 C7 16. JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND WHERE
( 1 ` \Ij ��\ \� \ \ \ 6' , \ I CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD
/ 1 r / \ , \ \ �sr� - l _ 1 t \ \ _ 6'S� `� \ \ LP 1 _ _ _ _ "v1 , A \ \� \\ �\\ \\ 1' - - \� SURFACES.
l / <r \ J \ �5 \ ` ' \ `r v n 1 \,\ - \ \ _\ \ 8. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN
I I / w 11 / \ _ =z- __-- /_ _ - - ! J \_ \ \ -.as_ i \ \ \ \ \ LAWN \ \ �N p
a1 \ ,.� - ^ _ _ ` - _�'--'' i EX. TREE LINE 't \ �\ \` ` / / \ ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS �_ 11 A/Q fig
-)jI ) a I 7 �"�\ `� \ v T P gRTH BER - -_ - - - _ 1 \ - ` _� - - \ \ \ - �� ✓ �1 \`I\ �� \\\ \ 1 �� \ \ - DIRECTED BY THE NCDEQ AND CIVIL ENGINEER. �``Q111
4'i�
c - 1 00 1 N \ ) ( I C6.3 �� \ / \\� _-_ - _ - - \ _ - - -- - \ �'i - _ - 1`� INSET 'A' SHEET C3.3 FOR ADMIN BUILDING SPOT ELEVATIONS ^ \ �¢i , ,� .���`��\\\ \ \\\ \ J i \ \ 1 638 - ` 9. FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES a.` U .l,•.a
/ 6 \ ^ - \ \ t� _ , _ _,_ _ - _ / - � , _ _ - - -\�,`. ^�4F� - - - - - - \ > \ �` \` 64 = FOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. �'� s y's
1 11 - _ _ - - - - \- _-_- _ - LI -- ` - _ - - ; \; _`' - \_; - \ , \ _ \� 1 \ 1 _ \ \ I \ \ \� \�� \�\\ \ \\ OF BERM \ / I \ - \ FLUSH OUT PIPES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN ,05 sQ
1 , I1 �kl - _ - _ _`'�-= _4 \ _ \ -�- \ - ` \ y ( \ \ J 6 1 ' -\ ) ti\ \\ \\\\\\ \ / I `� / 644 BERM � / PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. 5780
\ Iop, >, - _ - - - _ _ _ _ _ - _ - - --__ - - \ \\ _ ) /� ` \ � )\\, -r \ \\ ` \ \ 1 �` --y-_)A10. IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH ', ��"
1 , \ \ ^-/ `\ - - - _ - - - - - - - � - - \ \ \ \ \ \ \ .� l - \\ t \ \\\�\\\ l \� \ 1 \ \ TOPSOIL FROM THE SITE %9,�1 �GfN t;:°
) _ _ - 64 - _ - \ \ _ � \ _ \ \ \ \ \\ T \ \
�/ \ / - \� - _ - _ \ - = _ - ~ \ \\-1 \ ` ( _ / - - \ \\ \ \ \\\\� \ m D, / r \ 0 1 1. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1.20 5.0°/ SLOPE FOR THE °� - F �°
- - _ \ - _- - - \ \ \ - \ - \ \ \\ \\\\\\ \ N ( I / \\\\ - LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE FOR °°'4t4dI112160 �°�
/ - - v 1 \\ a ) 1 1 1/r \\\`\\� ` THE WIDTH OF THE SIDEWALK.
J ) 11(i - - �� _ - _ - \\ - \ SOS; ` � \ ,\ \ \ V l / \ 1 \\ \\ \ \\�\ \\ �\ 1 I111 / - \\ \ \ \�
- ( 11 I 1 / - _ _ _ - �\ \ c� ! / \ \ \\I \ . 0 / / \ \` ' . \ lC� \ / \�\\\\\ \ 12. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE
5 - - / O y \ \ \ \\ O \ TREE LINE - \\\\ \
�\ 1 `'sn.1l ( \ I _ < _ v\ \� rj/S, , -\ I l\ I l/ c. \ \\\\ \\1 �\Z\ \ / 2 / I I i° / \\\\ \\\\ \ REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
\ T \ l \� \ 1, N \ I I ► 1 _ \\ \\
1 8 / 1 �f)I / 7 6 636 0 / - \ I// .Q \ > ,t\ - - \\\ \l\ \ I I I \` \ THE OWNER & ENGINEER PRIOR TO POURING ANY CONCRETE.
/ I \/ �,� \ g SCM ACCESS 637 \ \\ / / ( < - - \ \ ��� - \'��L'j�_ / \ 1,\ a- / �' \ / \ \ \` \ `\\li \ / I ,Y I IIIII I `\\\\\ \\\ \
_ , _ C6.3 C6.9 r\ 34? \ \ n I / - 0100 \ \ \ �O� .i ( ) \- X / \ - \\ \\\\�� \6' SHOULDER 1 \ \�
/ \ \ / \ ` \ \ \ G \ y ( I I I ( - _ \\\\\\V\\ 13. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF 000
EASEMENT O - _ - \ _ ti I I l \ /\ /- i, - - \ \\ \ \ \ \ ° I l I � ,_ \\\! •
\ I I / 11 - `\' `V / ^ \ - < e \ \ \ Int -I rl t III, ` \ \ \ ALL UTILITY SYSTEMS AND STORM SEWERS. • ��
I % , co C- 1 ) \ \ -Z � \ \ a \ \I \\ \))l ( \� / \ \ \� \\\� \\ @ 2/o r N /Id, \\\ \\ \\\\\ •
/ / \ - ` / \ \ \ \\ � \ - \ ti \ \\ \ \- 1 1 �I , II EX. WOODS \ \
I I ) III 003 / \ \ \ - \� \ \ ( ) \ \ \ \ \ \ O I 1 ,, \� \\ \\ 14. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN
00 I )I+ S I \ r �. \\ \ \ \ 11 II\`\ \ \�G \ � J c° I 1�' I I \\ \ \ ) )
I ) , , \ \ I / / - \ U \ \ \ \ �\ < \ + \ I \ \\ Z \\ I / \\ \\ \ WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE\ I + I I , ( l , \ \ \ \ \ \ \ \ \ \ \\' , T ) I . I, l 111, / - �\\ \\ TIMMONS GROUP
1 t l + II / I �- - �. ,I I 0� 30, I \-\ZS�� \ \ \ 11 \ 1 � ) � \ \ l \ I \ \ \\ \\\\ \� \ \ / / f 1 11i\ \�
I i \ // \ I I \ \ \ \ , \ 1 \ \ ,\I \ \\ 1 6'SHOULDER° \\ YOUR VISION ACHIEVED THROUGH OURS.
\ 0200 D ' SHOULDC _ 1 /� \ - LA p`L 'QCo \ - \\\` \\\ \ �(( 1 \\�` ) \V- n \ \ \ 1 \\\\ \ 4 / / I I o / - \\\\\\ql \\\ , REPLACED BY THE CONTRACTOR USING A LICENSED LANDSCAPE
/ Ii / // / _ -\ ) \/ ) _ 0101 \\\\ \ \ 1 \ ) .k1 \I\ j -, v 1 \ \\ \ \\\ \\1\\\�� 1 / / @ 2/0 > 11 \\\ CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. VIRGINIA I NORTH CAROLINA
,L I \ ► PERFORATED DRAIN I , I) \` \� 1>) � !I \ I / 6�3 \ 6, \'\ \ ^) \\ \ ` _ \ \\I`ll l 1 \\'7 \ o\ ' / " , ,Ill ,` ( / \ �l((1> \\ \ \ '\ 15. CONSTRUCTION MANAGER SHALL BE ALLOWED TO MAKE GRADE THIS DRAWING PREPARED AT THE
CRIMPED �� I I I ) ( I \\ _ -1, `J \ Ik J S7 \\ '\ \ I} ri \ \\1 ) / �\ 6 4 ` \ \\ ` a 1 1 1 J�I \ \ \\ \\ \\ RALEIGH OFFICE
I I I GN PIPING. SEE DETAIL I ``` ��� ` ' r J 6� \ ` \ 1 I I I \ l\ \ \\ \ ADJUSTMENTS IN THE FIELD IN CONSULTATION WITH THE DESIGN TEAM AS 5410Trinit Road,Suite 102
q - -\.� \ � ) I / / \ I L \ \ \ I I / \ \
EX. ElP I \ I 1 I I) _ .4s' - � /" �. \ � � � � � ( yD � \ \ /I 1 � \ EX.,EARTH BERM � \ \\ TREE \ \ � � ! , �)(\�� n/ \ I)\ \\ \ ( ) Y
t 1 I�/ 0 I \ (/(_~1 \- l \ \\\ ' I + / \\I\ (1 1 I NECESSARY TO REDUCE THE PROJECT COST TO BALANCE THE SITE Raleigh,N66.4
1 \< ( I - \ / \ \ \ \ > \ / \? / LINE \ \ i \ J II II �f , \ l\ \�\ �"� TEL[phone]
1 1 I . I _ \\ ( \t h \ \ \ ( \ \\`'\\I ` / /` I II I \ \\�\\\\ \\ CUT/FILL QUANTITIES. FAx919.859.s663
/ I\�1I/1 I / III I \ \ 1 / \ 7 , / 1 \ \ \ (o'��\ \ 1 \ <�� I I - r' I \\ l\l \\\ \ �\ - ( � 111 1-//Jill I // \ l \
11 \ / r 6 7 \ V \ \ \
-,\I\ \ ll www.timmons.com
> I 1 I \ \ / ` \ / 1 I 1 \ ,( / -4 \\ \ \ 1 ��// J I) I / 1 \ North Carolina License No.C 1652
I I \ \ I , r ; 1 0300 \ 2 \ I ( \ \ \ ! \ _/ G \ \\\ \\\ \ / I \ -r ( 1\II I / \ \\ �\1 1 KEY NOTES
\ PVMT ( , 1 \ ! \ C6.9 C6.3 \ \\ \ \\ / > \ I \
v \ I I I I I I I( ' ) / (, � C6.6 ` \ / / ' \ \ ) ti\� 1 \ ) � � � \ \\ \\\\ (\ I 1 I � �\ 1 11\ll;l I I rl - \\\\ 1j\\\I Site Development lResidential I Infrastructure lTechnology
- I 1 I I I I m I 636.64' ► \ \ � / / PVMT \\ \\ \( ` I` I 1 (\ \ \ , 1 \\ d N�\ 1 I III ' / \ \\'� \�l 5 50352-333
\ I ( I 1 3p-. I \ I \ \ \ / 646.64' a \\ \ \ \lr� ) 1 \ \� \ \ > I I / / �(l; \\ STANDARD CLEANOUT
\ \ 1 I it
I► co 1 RCP I r` \ \ \ / K \ \ - \\ \ \ 1\\ ( J 2 � � \\ \ / I T I I J I /I o \ \ \\\ \
II I N ' I J I I / I _ I \ \\ \1 \( \ \\ t \\�, �1 \ \ \ �1\�\\ \ ' `� I 1 it 11 l+ III / - \ /\ A C6.3
I \ \ I J111 \ / 1 \ - \ I o `\\ \ \ ( \ ; / �i I \ I STORM SEWER BEDDING
\ I 1 I fo I / )(I( , `/ 1` \1 ( \ - ` // / \` �Z l (1i111 Ir 1 �\� 6
I 305 \ I 1 / ) m 1 8 \\ \ \ 1 \11 / `, cd \ \ \ \ / O (/ /JII (1 II / 1 )I
I I 1 1 15"RCP 1 I I b �\ \ 1 1 \ \-T\ I U1 l l \ �� 1\ C6.3
+, I I I \ I \ l / I ) I C6.3 1 \ \ k\ I I I I 11 )I \1 I I\\ \
1� / l I I( I � � \ / \ � l , l ) >>) I 1 � \ 65✓ \ \ \\ I � 1 I 1 1 \
^ � I ) 11I FOREBAY • I 1 �. �� \ \\ \\ L \v \\ \. / I�c \ III I I \ \\ � 7
!( ) 0 8 l / \ \ \ 1 I I ( n I I l l 1 1 )\\\ I\\ CONCRETE FLARED END SECTION
I ( \) I BAFFLE I \ 1 \ ` `P \ \ \\ \ \ _ \\ \\ - - J II \\\1 \ �\\ 1\(
1 ; \ I I \ \ \ l \ \ \ � V 11 1 / \ C6.3
t\ 11�1.11 I C6.3 � / � \ \ \\ \\ p 11 \ \
1 < ` ' I \ I \ 0102 . \ \\� >\ \ \� / \ \ \ CONCRETE DROP INLET
' / ) I co 1 \ I \ \ \ \
-I 16' 10 1 1 / / \ \\' , `I' 1\ I I 1 I \1 C6.3
(3 \ t �6, SHOULDER ) vMT ' 1 ro0i � \ b'N \ \ r \ / \\ \ \ \ \ \\ \\ \\ \ \ \� --\ 1 \ \ I / / h \ \ \\II i1 ( \\II
o I / C6.7^ti c° 1 P \ \co \ �� d) \ coo ) I / / 644 \ \ \ A \ I�� ,\ \ (\ \ \ � t 1, \ `\ / . / \ \ \ I 1\
11 / \ @ 2/o I 1 �36.64' \ M 1 / / / \ \ ( \\ . . \ \ \ CO 1 ( \ / I I 1
,C) i \Itl11 v\t) , - co I v � ) ao1 T I 1 \ \ \ v�p 1 I \I 1 \ 11 1
/ / I \ �\ 3" PVC STORM DRAINS w \ \ � 1 II 1 I / �\�, g
( c� M OMIT IF ALTERNATE NO. 2 ( \ I / \ \ 1 \ / ( N I 1 �I \\1 \ YARD INLET
1_ \ ► 1 r LLI
/ I \ � 1 l co 1 _ / c� 1 \ 1 � \ � / 1 \ WITH 2-FT OF COVER AT , \ I \ / I \ I I\ II / \
11 1 1 II'1 ) cn )1 \ a, , ry \ FOR ADDITIONAL 100-FT OF , / / I m GNU \ \ / \
I [Q )\II \ N o ' ch \ I f 92' \) 1 /o TO STRUCTURE 0103 6A- - / -1 , I I ( \ ( / - \ I 111I fl\� ,ill
/ I `\\\\ C6.3
1 / 1 ) J \ I I ) co N 1 / � 1 PAD PAVING IS ACCEPTED. ( I l / � \ \ \ /6 ) \ 1
\ ( ) ) 11 I r, // \ C6.6 I � I I\I 1�' )1 I ,',,'\ �\ \ I I II 1\ 1t / \ CONCRETE CATCH BASIN
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/ / , > 111 , \ / I // S r I � I ( I l \\ _ / _ \ \ I l i - u> REVISIONS
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\ \ 6u > 1 1 1 1 \ \ \ \ J r ( I \ \ ` I 1 \ 1 L \ 654.90' 1 10/10/23 FINAL SCO
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II � -�__ - \ I ,. I, l I Ill - \ CONSTRUCTION DEBRIS ALLOWED IN co I 1 I I I I f \ -1.7 / _
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/ / \ \ �\ 1 \I I \\ `i ` L \ \ �' - \ l` \ \ i `W W �n W "v W 1 r j Z ///r/�/// -G
i \ / `� 1 / (1 ` `4 \ \ \ \ \ ` ' 1 J \ - ' 1 / / , / USERS OF THE PROPERTY. MAINTAIN TRAFFIC FLOW AND DO NOT
\ \\\\ \\ \1\I\ \ \ ! \ \ rl \\ 1 W` W W W W W \ ' ,r/f �'%/ r INTERRUPT UTILITIES AROUND THE SITE. DO NO DISTURB OPERATIONS OF
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\ \\ %\,\ \j\ 1 ` l ` \ �\ \ \\- <^ \ 3a '/ / / N /r / / 3. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE
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\ �`\ \ \ <o ` - - I' / ' ' // 4. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED o\ \\ \\, \ X \ \ < - / \ 1� / // �/ //
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1 \\ \� t 1 \\\` \ \ ` , \ , ) / I - �a� \ / / 5. ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTED
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\ I I1 x \� \ \ �, / \ \ ,_ _ / /, r �'/ l\ / /� / END ' 6.1. TC: TOP OF CURB
l \� \� \ `\ ` - \ \ \ \ v Z \ �` - \\ \ �\ \� � \ / // i%/i�� �, � ' ��//' l W// UNK y/� 6.2. PVMT: EDGE OF PAVEMENT0 U\ �1- \ ` \ \ \\1 ve( \ \ d� \ \ \ ✓ J � ' ( J \r � l ` - -r r /i� '/i/ / f / - r /// �d / w IW` W W tW 6.3. EX GND: MATCH EXISTING
\\ \ \ - q \ \ 4 - - 4� / / /, / /,, //// /,
\\U.\\L�\ \ \ \ �. \ \ 1a I \ ) / //, /, / �// ( 6.4. SWK: SIDEWALK _
\ \\ \\. \ \ \ \\ I \ \ _ _ \ [y��� , \ , ' /y ' / /,' / W ��W r W \ W \ 6.5. FFE: FINISHED FLOOR ELEVATION ~
//1\ 1 TION ` \ \ \ , I L. /_ J \ ":l -� 1 ,' / / /, / /, ( 1 N // W . W I W /W
\ I STRUC. \ \I \\ \~\ \` - 1 / ( t \ \ r \,`�� I / / ri /� �l fi , � // _ \ \
' OF CON \\\' \\, \1\ \\\ \\ 1. \ ) � 1 ,/ . / 1 - - -\ - � - r , ///,�/ /, i / '/ �W I I W�11 W W /` ( 6.6. HP: HIGH POINT Z
1 \ \ \\ 1\ LIMITS _ /\\\\\\\\ \\\\ \ \\ \\\ \ ^ - / _ / r / / / W W W -VY W W
I ( \\1 ) \\\ \ \\ \ 'L� \\\ \ \ \\ \ \�\ f\ 1 \ \ / < - \ EX. , \ - �i '�//i/ ' , �'!,( r ' / l W W W W W W 4 W` / 7. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK =
\ \ \ \\ \ \ \ \ \ \ \ -, /NV=646.99 \ - / �/ // / / / / r W W W \ W W W W W w� POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT (_0
)) ) `� - \` I \` \\ \\�\` \\Z\ ` \\� I \ - ' -< < I �' ^\/ ^- \ /,��/// / /ir�/ / // , W �W W W \ W W W r°\ W ELEVATIONS ARE SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE w
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`` \\\\` \I 1\\ �``-\�m \ \ \ r \ / \ / I 1� \ / // ' / , % / / /W W "/W W W\ W W W °` W OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE TAKEN INTO Q
I \ \-\\\ � \ EX \,)\\\\\ \`\ \\\\\\\\ \ \ I / - I1 r � \ r '/ r , rI// W W W W W W W W W\ \W IY
( \__���\\\\1^ , \\\\ \\\\\ \\\�\ \\`\ \�- \ ~ �, \ I'' - - \ \ y _ - I \\\ \ _ / ��� / / /, /, / / \W W / W ` �\ W W W ,W ��i CONSIDERATION. THE CONTRACTOR SHALL REVIEW THE GRADING PLAN INUj\ TREE \\\, \ \\ \\ \ \'Ay, \ - � - / / VALVE \ / I l Lr>
\ \�+ \\\\\11 <.\ \\\\ \\ \ \ \\ \ \ ( � - _ - - , \ \\ - rn, - L, /I'1/ / � - \W o- W ,\ W \ DETAIL AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE STAKED
\ \ \\\\ \ LINE f�\` \.\\�\� \ \\\��\��` - ' / \ , ` ^ 1 \\ \ ' / r 1 I ` �
/ \ /< \ >\\ -\\\\ \\\ \\\\\,` \ 1 \ / -� _ \ T \ VN \ , \ a�// `r W W W\ W \ AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE. N
\ ill\\ \ Q \ \ �\\\ �I-,\ \ ` r / r r /' / '\ 1 °) <� � w 2
\ \ _ \ \\� \\\ \\\ \\\ \ \ \ - \II I( z ./ \ - \ \ / / / \ 8. ALL ELEVATIONS ARE BASED ON NC GRID NORTH NAD 83
/ - 1 \� - \_ p\ \``�\ ``\ ` \\\ \\\\ \ \ , l _ f ► ) \ \ 9. THE CONTRACTOR SHALL USE NC ONE CALL 811 TO LOCATE ALL O
l ( - \ % - \\\ ` \\\\` \,\\ \�\` \ `\\ \ \ I 1 s -\ ` I \ 6+•. \ I l /l/ r// r W W � ( ) UUU U
l' `�\` \ �-9\\`\�` \\`\` \\` ` \ I�\ I// \ - - � \ �i - - \ W W w UNDERGROUND UTILITIES. PRIVATE UTILTIES SHALL BE LOCATED BY A vi
r1 \ \ \ \\ \\\\ \\ \� ��`` `�\\\ \\`• \\\ \�� \ \ I / 1 \ 84� ..0� _ r//�/ 1 � _ / -
\ \ \ \ 1 \\ \ \ I I 1 I \ �� I I \ W _W I-
\ \ \\ \\ \ \\ -y\\\\\\\\ \\ \ \\\\\ \ _ _ _ \ r z , = t \ PRIVATE LOCATE SERVICE AT THE EXPENSE OF THE CONTRACTOR. w o U
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_ ) ) 1_ \ - \\ \\ r - - \\�\\\ \ \\ \ \\\ r / - - \ \ \ \ ✓ - - r , �\ 13. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO o
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^ C \ / \ 1\\\`� \\\ ,���\� \"�,,\\���`� \�\ - . ` `` �- , \ \ l \\ 1 \ - - W\ CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS.
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`� ��y � I \ \\ � \\ \ \\, \�\ � � \ \ \ \ - \ \ � \ \ ) - � 14. ALL ROOF DRAINS SHALL BE 6 PVC (SCH 40) @ 1.04/o MIN. SLOPE UNLESS � U
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\ \\ " \\\\ \\° \ \X\ �`\\`\``\\\ �\\ J \ \ 1 \` ` � \ \ ^ EX. lNV=644.64' \ i � \ INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN W a' Q
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�, , �\\`� -- \\\ 1\ \ `\�\\\�`\\\\ \\ -,\� \ \ \ ��. \ J ` \ \ 15. PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM w
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rn� \\ \ l \\-\`\ \ \ -\ \\\ � \\\\\\\ \\ \\ �, \ \ - ^ } \\ - \ \ \ \\ / '\- \ COVER. IF ROOF DRAIN PIPING UNDER PAVEMENT HAS LESS THAN 24-IN ? O rA
` _ \ \ 1, \�\ \ \\ _1 \\`\�`\\\\`\`\\\\\ \ \ \ \ �,� _) �\\\ - - _1 \ COVER, ROOF DRAIN PIPING SHALL BE 6" DIP (IN LIEU OF PVC). = O
\ \ \ \ I \ \I �� -\ 11 \�\\\\`�\�\� � �\� - \ -` 11 & \ �s� \\ ` "\\ \ \\\\_\ ` , - _ 16. JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND WHERE °� 0- 2
\ \ _ \ i ^\\�\\�`\� t_ - \\ �\�\.\\\ \\\\-�\\ ` \\ \ \ ,^ \ \ ` \ \ \ \ ` / \\ 1\` ^' CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD
` - \\ \ \\ \ 1 \ \ \\\ \\ \ ` ` \ \ \ - \ 65,2 \ \ \ ) \ \
- \ \ \ \\�\\\ \ - \\ `�\\ \\ \�\ \ t\ \ - - \ \ ,
` \ \ \ �, \\\\ \ \\� �\\ \\\\\\�\ \\ �\ \ \ v' > \ \ \ - \ \ \\� - t \ SURFACES.
\ _ \ \ �_1\-\ \\ \, \ \\\\\\\ $s - \ \ \ r ��\ ` 8. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN
\ - - - - _ _ 1 , � \ \\ \ \ \ �\\ \\\ N\\ \ 1 �, ,\ \ \ \ \ - �1, - \ \ e e eewo/nnrgg°
, \ `� ! \\\\ �\\�` -,\�\ \\�\\\\� ` \ � \ \ <r \ \ \` - t \ \ ,_ \\\ \ ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS ,,0 \A A� °•.,
k III,
_ 7 � ��/ \\ \ \\\\\� \i\ / \\\\\ \��\\ \ \\ _ - \� \ _ �\ \` DIRECTED BY THE NCDEQ AND CIVIL ENGINEER. •• QL "' '�.,
\\ \ \\ \- \ � \ \ \ \ 14
/\ \I \\\� \\����`�` r - - `t \\ \�\\\\�\�\', � �\/ 1 l \ I -1 - 1 \.� `r3 \ � - ^ \ \ `\� _ 9. FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES �•`" ,F -%,'%
III, \\�\ \� /I 1 �\\\\\\\ -, \\\\\ \ \\ \11 � ` \ •- - _ _ �\ I I FOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. y y
\ / ( �\ \\ \\ \ \ \ �\ `\ \\ \\\ 1\ \ \ ( \ \ \ I \ � FLUSH OUT PIPES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN Q557$O
v / I - v v v v y v v v� v \ 649- � •
t I /I / \ \ \ ��\ \\\\Z \\- \\\\ \ \ _ \ 1 \ \ , \ _ - \ \\ \! PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. 1. ¢
\ I I \\ \ `\\\ \� \\1\\\\\\\\\ \ \ - \ - - J \ \ -
\ \ - \ - \ \ �\ \\� �„ \\\ \\\\\\\\\\� \ \ `` \ 1, I \ \ \ \ f- - \\ 10. IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH ;0 '_- w"� -, �4-
\ ./ ! _ \ \\ \ \ \\` \\\ \ \ \` '` \ \ \ - \ ` \ \ TOPSOIL FROM THE SITE 'P GIN�.�.•°°•Q- ••
\ \ 1 I / o r \\\-\\ \\L� \" \`\\`\\\X � , \- \ \ �r� -
\ \ \ , \\\ ^ \ \\\\\ \ , \ \\ \ \\ \ is lss \ - \ \ _ 11. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%)SLOPE FOR THE ,,,, �r,r. �C0
I I I / ' \ /o z � \\ \\\\`,`, \ ` `\`\ ``\-\\`�\\\\ \ `\� \ \ 11 s"� \ \ �\ J V ) LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 2.0% SLOPE FOR `�F°°a T e`eee
\ I I I - \ \'� �` \\� ,t `\\\\\\\\`\\�\\ \ \ '\ \ ~ , \\ \ _ ` \ - , -- ` , \1 L\ THE WIDTH OF THE SIDEWALK.
\ 1 \ \ \ \ \ --`® 11 I r \\ -\\, ,`�\\\- l\ \ ` \ 1 \ ( \ 12. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE
/ III
\ ( \ \ \ \ l/ _ �\ \\\ \ \ \� \ �, \ .> \ REQUIREMENTS, IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT
\ -/ \ \ - \-�\ \\ \ \ \\\\ \ \ 1 \ \\ I � I r I
/ / \ / - ` - '\ ��,�1 _\, \ � \ \ / \ \\�\\\\\`\\\\\\\ L - � \ _\ ` \ 1 1 THE OWNER& ENGINEER PRIOR TO POURING ANY CONCRETE.
1 / I - \ / I- �/Iy��,,N \\`�\\ \\\� 4/ I \\\,-'\ ,\\\�\\ , I , \I \ \ \^/ > 13. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ���
l ` -I � �' \\ \ ` \ ` - \ - \ I l 11 ALL UTILITY SYSTEMS AND STORM SEWERS. •'
.cam \ -\ \ \ \\ I _ \\\\\�\\\-\\ \\ \\ \ \ I - ` -\ a�
\ \ \ I ,-/ I \ Ce'\ \� `\` \\ ,J \ \•� \\ \ \\\ � \ \ \ 14. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN
! \ \ `\ \ I ` \� \\\\ \\\ \ \ \\ \ \ \ \
\ �/ ( \,, �2\.� - ` \ \ \\\ \\`\ \ \ I \ \ - WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE TIMMONS GROUP
1 I -- � \ \ \ \ \\ \ \\\ \\ \ 1 l \ l
\ 1 �� \\ \\ ', \\\\ - \� k-�sAl\,\\\\
\\\ \ _ 1 \ YOUR VISION ACHIEVED THROUGH OURS.
I I l \ .p. \\ \\ \ \ \\-\ \\ y \ � r l \ REPLACED BY THE CONTRACTOR USING A LICENSED LANDSCAPE
I \ \ \ ) ;� 2sG� \\- \��\ >� � \\�`\�\\ 1 - \ \ ) \ CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. vIRGINIA I NORTH CAROLINA
Cy xe , i\ \\ ` \\ - \\ \ \\ \� ` 1 THIS DRAWING PREPARED AT THE
/ 1 \ I / o2a \ \\\\�\\\\ \ \\\�\`\-\` \ \ \ \ \ ( \I 15. CONSTRUCTION MANAGER SHALL BE ALLOWED TO MAKE GRADE RALEIGH OFFICE
1 1 `s `p r, 1� I \ \ \ \\ .\ - \ �\\`\\\ )I l \\\ � I \ \ 1 \ 01,
/ I t ( \ L \\ �` \� �� 1 \\ \\t\` ` ` \ \\ I �< \ 7 _�, (T ADJUSTMENTS IN THE FIELD (IN CONSULTATION WITH THE DESIGN TEAM)AS 5410 Trinity Road,Suite 102
LAWN t \ ` `� \ \1 J / / r -I \ \ \ - ,\ j \\- \� \\\�` \\�`�\\'W\ \ '\ NECESSARY TO REDUCE THE PROJECT COST TO BALANCE THE SITE Raleigh,NC 27607
I \ \ / \ S \ \ \`1\\ - \\\ `\ \\\�\ W\\ I \ I l TEL [phone]
r - l \ \ \ \ -.\ 1 \\\\\\\\\ \ \\ \ \ ( ' �`- ) CUT/FILL QUANTITIES. FAX [phone]
\\ / / \ I-I ^�l \``\\\\j l`\/ ` \\\�\\�\\\\``1i�\�j\\\\ \ r ` www.timmons.com
�Q \ / 'N ` ' 1 `�\ ) \\ l ` \ )1��\"` `\`;�\ \��i`0 I, \ �� \ KEY NOTES North Carolina License No.C 1652
\ ' < \ l`/ ( \ \\\ I I 1\ I, ` \\�\\\\\ \1 \ \ \ \ \ ` \ ^ \ / Site Development l Residential l Infrastructure l Technology
1 \ PENDING ENGINEERS \ 1 y Z I /` I I L,\ \ > \\�\\\\\\\\\ \\ \ \\ \ \ l / \ 5 50352-333
I I ) 1 APPROVAL, CONTRACTOR MAY ` \ - \ L, ` z\�� \t \\\,\�\\\\\\\���\\\�\ (\ l \ /1 -I \\ C6.3 STANDARD CLEANOUT
\ I \ USE SOIL FROM THIS AREA TO - \ I / 1 1\\\) \\ \\\�\�\\ \\ \ y / / ` a
\ ► BALANCE THE SITE. FINAL \ - I I \ \ -, \' No\\\\\\\\ \ \ \ \ -k � \ _ y \ \ STORM SEWER BEDDING
\ \\ It \ \ \ \ \ \
\ GRADES, SLOPES, AND \ \ \ \\ \`1 \\\\\ \ \ \\\\ \t ) C6.3
I \ L - \ \\ \�\\ �\ \\ 11\ \\\\\ \ ) r
Cb o, � DRAINAGE PATTERNS NEED TO - \ \\ - \ \\\\\ \1\ \ \ \I `I \
�s�\ 1 `2 \\ MIMIC EXISTING AND POSITIVE `\ / \1 \Il \ 1\\\�\`N� k l / \l \\�I1 j Il\t �\ 1� , \` I \I CONCRETE FLARED END SECTION
I I DRAINAGE MUST BE PROVIDED. M- ' ` J/ \ �,\ \ I I y i \\�_-, III, ``t\`( I 1\ / ' ) I - C6.3
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/ - \ SOILS, DEBRIS, TRASH OR \ \ I I \ \\ ��\\I I \`\)ill t I 1 \ \ CONCRETE DROP INLET
1 1 / / 11 , \` \)1`\1+1 I \�\ I \\\\ l 1 I I 1 ` \ \ \\ C6.3
I / 1 I \ ROCKS IN THIS AREA. / 11 / ( 1 \\11 1 \II \) tl �� \ l 1 \\ `
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/I \` \ � Ir \ r \- \\;\ 11 �IIr11\\ \ 1 I g1I11\1I11I I\\1I \ �s` \ C - \ w 1 \\ \ 9 YARD INLET LLI
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\\ (ll I I 1 \ j)I )1 III \\ \111\11 1 t \ � / `^ / \ CONCRETE CATCH BASIN
\\ \\ \ \ \ l ) I�
\ \ \ \ \ I 111 S \ .. \ \ 1 / \ / \\I 1 \ 111` Ilj I 11 \ \\ \ /. I- _/, Z
SEE SHEET C3.0 1' \ \ I l\\I \\ - I II , I I I 1 \\ 1 \ / \ \ , - - \ _ I I \ 11\I)\/ \ ' \ I II (t ( I ) { ) ) 2
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1/ �/ /� - \ \ /4 \ - \`'II\\`\ 1 \ �s1 \\ 11 \X - 644 \ I- \ \ 1 1 / \ I I \ ► ` 1 1\ - \ 1 \ Ill I II I / l III Ilfl�llll III( \\,- ) \/ l I C6.6
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�\ I 1 ' _ 1 ( I (l i l I \ � i I ��I 1 I1Y (\ II iil 1 / I I I 1J ., ) / /
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/ / I / / / / `' ,/ ,f // \ /// / / 6 I - / � -1 PROJECT NO: 600646
/ EX. 1141 l / i�/, /�(" ./C �ir / J yr,�,' �� / C6.9 = _//\) / / /
/ i )
August
/v l l f \'J / /// / / \ x /�I(p / / / I I" \ REVISIONS
/O � / l l 4s/ -, ( ,i///i �/ /^\ 1 _ c- / 1/111 O F11 / / / ` ` DATE DESCRIPTION
% / l / /r/r 1 / I Ir / //(/ \ ( I ////�///��n (/ �Q // r �� 09/29/23 CMR VE ITEMS
/z / I l ' .() // ( l l l/ EX WOODS y /�//l Il// 'N h >< f - ' ► 11/20/23 ADD-03
/ / d rZ / ,,� 6 VILLAGE MOBILE
/ ' ' P ' / .I li' /.Y / IG \ HOMEPARKLLC
/ / / r, J i`'/ / \ (I \ / /41j'/ //'lr `1� 7 ^ ( \ 12/08/23 NCDEQ& NCDOT
/ / / I / / , C6.3 - / DB 3969 PG 386
/ / ( ll / / `/ /, - / ////�/��l////��'n v , f/ P641 PG 192 PERMIT REVIEW
/ �C/ ) I l \ /j / , //l l / I 1 / (FC-003)
/ �// I ' J. / ;, \ / / (� (r I l J / �\ p \ r / PIN. 8896777840
/ / / l - I ' r /�/ Z ) - /
/ / MARTIN MARIETTA MATERIALS INC l l l �/r % I //1�/ i// '/ ''/ I F12 I ^`
l / DB4109PG687 / l l,/ l/////I1/////l/x
ylll -1 \\I ! PB 82 PG 452 / l / / , f)(/// l I /\
PIN: 8896695070 j l o� / � ���/////j f Jl 1 i J � ,1 \-
ZONING:M-2 / l -) / /I/� l��/ / /l 1
APPROXIMATE ACREAGE: 19.7 / l / `i/ �, lti /l/ // l �/I /D
ACRES l l )/ /11 )I r' ) /
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GRADING & DRAINAGE NOTES
1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE ALAMANCE
COUNTY AND OSHA STANDARDS.
2. COORDINATE THE PROJECT SCHEDULE WITH THE OWNER, AND ADJACENT
USERS OF THE PROPERTY. MAINTAIN TRAFFIC FLOW AND DO NOT
INTERRUPT UTILITIES AROUND THE SITE. DO NO DISTURB OPERATIONS OF
ADJACENT SITES AND FACILITIES AND/OR THEIR OWNER'S ONGOING
OPERATIONS.
3. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE
C_ BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH
003 FINISHED GRADE.
4. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED o
- O
BY THE OWNER'S INDEPENDENT TESTING LABORATORY.
� �� „ �, 5. ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTED N
OHP „
OSS _ _OHP / ® I �r%,I OTHERWISE. Z
WR CONTROL PT#3(NAIL) 1752 - SANDY CR R� -EX. I '�/
I 6. SPOT GRADE ABBREVIATIONS:
GROUND COORDS SR Y ` W _ _ / '/ I 6.1. TC: TOP OF CURB O
NAD 83-2011 60'PUBLIC RIGHT PHA A PP R/W 0=loll PVC (C9o0' �'/ 6.2. PVMT: EDGE OF PAVEMENT
I _ - ) Q
&i PLAN
IVER BUFFER \ \ NAVD88 GEOID 18 - - - _ _ - _ _ -
2-LANE EX. AS R/ _ _"' vv 10"W 6.3. EX GND: MATCH EXISTING U
\ ( ) - - PB 76 PG 22, - R/W _ -W= gym___ _ _ - - - , ' z 6.4. SWK: SIDEWALK
N:869,514.4181 70284 R/W -- = 10"W - _ - _ / I 6.5. FFE: FINISHED FLOOR ELEVATION
ems- - - -T?< O
RCP EX. 12"RCP\\ \\ \ � �� SR �752- SANDY RD / � E:1,897,522.6636 P-_ ����' R/ 10"W` � � `� � ,.` 1 o_ ' 6.6. HP: HIGH POINT
" \ \ \ \ EX. 12 RCP - _
.37' ;�\ "\ \ �; INV=629.04's \ \ \\ INV=630.16' \\ EX \ 60'PUBLIC RIGH�OF WAY _ _ --
\ \ \ \ , , ' / / LE : 3'-0++ T64 /W 10^W _650___ _ _ �� 1O0 o I 7. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK Z
\ \ 2-LANE EX. ASPHALT \ \ _ _ __ -�'- / _' _ - _ `
PBJ6� _ \ \ EX _ -644 - -�o�+P-�O"� / R / �0k g'�'PVC (C900)_ _ - - TO"W- _ _ GT�t� g= - - __\ - - - - -fin- - - - „ �= I I POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT (D
1� y�# / ___ / 15 CMP ELEVATIONS ARE SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE w
7- - - �_ \ \ \ \- � - - :1' C"p' _ _ \ __ _---caa--- -�r�m- W R/W - - - -Iuvv � , T �- / ' o - _ - - - - _ - -� _ - _- ��--�---- ----- I I J
_ _ Tc - - _ " _ VC (C�00 _ _ -_ _ _ R1W _ _ _ _ - 10 - _ - _ _ - - _ _ _ _ _ \ \\\ \ I OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE TAKEN INTO Q�
� _ T -6��""� 1v'�-t� T - - - - _ -__ 1 a- - _- 10_ _-�' ' �SEOP / y1' l _ - - _ _ _ _ _________ _ _ _ _E-A. 8 R - ` ' �y1 1 CONSIDERATION. THE CONTRACTOR SHALL REVIEW THE GRADING PLAN IN
_ T- - - - - � _ - � I1 IIUjLn
� _ OPTlC�9X DETAIL AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE STAKED o
/ �_ T - la's- '- C6 ' /CJ / \ - - - I u
--------- - --- - T / EX EDGE OF AS �T� _ / / _ �� I _ _ _ _ _ - - - - - _ '60 LANDSCAPEDEX ��114 AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE LU
N PHA / F�/W I
yW �q TOP 652 �I
_ / _ INV=650.65'
--------Aa-------- ------ - mmi
`r; cc - - - '- - �..- EOP- - - - / \ cam' INV-649 6 A ! I' '
1 EP � ----- ----- ------ � `�� �� �� x _T` g8' LIMITS OF CONSTRUCTION Ln_ - _ _ _ 9 _
8 ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).
TP Ik N EX. EOFPHALT EX. INV=644.51' 6 _ _ W 9� REA I . THE CONTRACTOR SHALL USE NC ONE CALL (811)TO LOCATE ALL D
28.61' I _ -� -�.�"- � � A`� ' - �.._= - _ `_'�'�EX. INV=648.41' -_ _ - - -_ _ _ \ ' ` EX. I II ; c!)
_uF _ - - - - - - ' - _ _ - - /W - - - - - EX. BL K EX ® TJ II I " UNDERGROUND UTILITIES. PRIVATE UTILTIES SHALL BE LOCATED BY A UU 6
X - RWALL INV=650.14' OHP- � o 1 N I PRIVATE LOCATE SERVICE AT THE EXPENSE OF THE CONTRACTOR. I j o V
W - - ' I y 13. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO w o w
/W / R/ EX. 12"RCP I II I CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. "
� � _ / ` ( l F. FANOUS I IZnr I o CA00
I m n 14. ALL ROOF DRAINS SHALL BE 6 PVC SCH 40 1.04/o MIN. SLOPE UNLESS U
F l / -/ - �� / \ I I I EX GROUP INC I cr? I ( ) @ F- IY
' m ' INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN a' Q
U \f \ \ \ \ ` LAWN / / \ ( I PP DB 3445 PG 594 I I k ; w rn
E 1 \ ` - \ \ ` ,c \ E ' ( �, I I PIN:8896890413 I II I I 24-IN. � . w
V=644.91' . - G (2)\ \ \ N \ I I I 15. PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM w
3� / / LIMITS _ - '- - - ♦ \ \ �s \ / �* I III�I ? �; COVER. IF ROOF DRAIN PIPING UNDER PAVEMENT HAS LESS THAN 24-IN z LU
Z W
/ \ \^ `EX. _ - �� - \ ( I , Q�1 / I o \ TOP=652.92' III COVER, ROOF DRAIN PIPING SHALL BE 6" DIP (IN LIEU OF PVC). O
\ GW J \ \ 1 ►\ 8 ,� J 4"PVC INV W -651.82' END UNK I I I;
, I I o �; JOHN D. BRUNER ( )- ( ) II I 16. JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND WHERE
TREE LINE \\ _ \\ �� I ' '64� \ /r ♦ ^\ ` i+ ( DB 414 PG 903 12"CMP IN V(E)=651.66'(END UNK) I b I I I I CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD
t \ 1 \ ♦\" \ 0 PIN:8896798424 - -I ( I MI �' SURFACES.
\ ° \ EX. WOODSHED II rwI I
6.6'POSS/BLE -� �I rl 8. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN
I ' ii I I �eegeewrrnnrpg�i
/> \ / \ \ \ ENCROACHMENT ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS �•� A •.
EX. \, W / \\ \ \� \ \ - ` ` \ _ \ ♦ J \ / / / 15 RCP END UNK DIRECTED BY THE NCDEQ AND CIVIL ENGINEER. �` '�.
POND / 1 ti ` \' \ \ \ \ I \ (POSSIBLE JB NEAR DI) - , \ „ Qi" / 10
'1 \ \ \ \ `\ / �- \ �\ I ;; 1 9. FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES a•` C� •l,•.
7 r- \ \ \ ` 1 - - \ _ I ' I " FOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION.
\ , \ ` \ \ I -, \ \ / _ CONC HEADWALL I I II
V / \ \\\ ` ��� r\ \\ \ \� t\/ \ �/ ♦ F r , _ - \ �- / L I\ 15 RCP INV=651.49 v I I I II FLUSH OUT PIPES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN ,
U W 1\ - \ \ M \ / J Z \ / I /T \ /�j \ I ,� I - - / ZI a ;; PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. �55780e
H \ \ \ 1 I _ �`1 I BENT ElR LOCATED S 83° \ l W ' 10. IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH s "��" �.
\ 30 EROSION ►/ 1 \ v 1 \ \C \ 0759" 246.�� ' - LP .. PPeq
W W \ 'ONS / ` \ / / N 44°1528"E 4.05'OF lPS / `E� 22' I I TOPSOIL FROM THE SITE ',9�Q '' G(N ,,..• Q- �•'
W W \� I ..� CONTROL I \ \ \ I \ \ TES' ♦ \ / /
BUFFER \ �L'T' ♦ \ EX. DECK/STEPS / / I _LQD \ LOD _ �aD I I I ' , 11. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%)SLOPE FOR THE °�., TT` �C vv eev-
U) I \ / \ / l / \ o o`
Z \ W 1 \ \ I I O EX. A/G I ° ,� / PP I, ( ) ai ee
W Q �J� - �\ \ I I \ I \ 1 \ \ \ \ ( � I� \ I TANK EX. DECK/STEPS / / \ N 4 5638 `E / _ / LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 2.0/o SLOPE FOR rs�feescreee►
W \W y \\ ( \ ` ` \ \ \ / O `K ' FM FM I I I I I 'I THE WIDTH OF THE SIDEWALK.
I \ F EX. WOOD EX. SHED l �-Q� - -6'�
/ cn d t _ \ \ z c l \ \ \ ♦ / M [- I S° / - - 12. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE
\ \ ♦ / �� - II Ili REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
/ I 1\ 1 \ \ \ J 5.7'POSSIBLE / / \ I LOD I LOD - L I ODIII I
\ \ I\ )
ENCROACHMENT / / / _ _j\ a III THE OWNER& ENGINEER PRIOR TO POURING ANY CONCRETE.
W W W \ L 1 7 \ \ J \ \
/ ► \ \ \ ' I 62° I / / / / / ' '- ' ( I I I 13. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF
y- I \ a \ ` \ ` \ \ 1 t \ / t ♦ I 2�3 . I 23'POSSIBLE t / ' I ' \ \ n I I�I I 000
\ W + `� 1 \ \ \^ \ \ \ ♦ '_ 8 F \ l / I l I - �\ I I I;1I I I ALL UTILITY SYSTEMS AND STORM SEWERS. •'
\\ W `W W I / \ \1 ` \ \ \ �\ \ t/ 1\ / 23p04✓ ENCROACHMENT / / �� l / / I \ SSMHI IIII I 14. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN W w
EX. �, I \ > \ \ _ \ EX. METAL - ' / ^r ^r r / r / TOP=653.51 ZI III
\ - ; / - c ► \ \ \ \ r \ I ' / �y2 ' I I II;; ' I WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE TIMMONS GROUP
WETLANDS \ \ \ / \ 1 / 1 EX. INV �I III ulI\ W/ W I _ \ \ \ \ \ I / ♦ ^ CARPORT / / <I Z REPLACED BY THE CONTRACTOR USING A LICENSED LANDSCAPE
/ I ' I 1 / \ OUT=648.57' YOUR VISION ACHIEVED THROUGH OURS.
TREE LINE \ r \ -� \ J ' �, / /� / / I I I I I II II, CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
v� / / / /--, VIRGINIA I NORTH CAROLINA
\ EX POND \ '1 1 1 \ \ 1 \ 1 \ / / / 1 / /� / I �j I ' iI II THIS DRAWING PREPARED AT THE
\ I \ \ I / ` - / / I \ I ' - / I op I I II ' 15. CONSTRUCTION MANAGER SHALL BE ALLOWED TO MAKE GRADE RALEIGH OFFICE
\ / / \ \ I \ \ I \\ \ /^ 1 / / \ / / I \ 1 I II' ''" ADJUSTMENTS IN THE FIELD (IN CONSULTATION WITH THE DESIGN TEAM)AS 5410Trinity Road,Suite 102
D ♦ \ I II ul I
\ \ \\ \ y \ \ \ ` \ f > \ I \ 1` / \ ^I ♦ - / / / ' \ / I ` I \ I W I II;;I� NECESSARY TO REDUCE THE PROJECT COST TO BALANCE THE SITE Raleigh,C 27607
CUT/FILL QUANTITIES. FAX [phone]
� � \ � 1 1 / \
1 \ \ ! 1 - I / , , \ II II I
\ \ PLAN VIEW 3 \ \ /� �� SEX. WOODS \ t \ / \ / / , o I I , ,I
� \ \ �,. �. ,� / ,� www.timmons.com
\W ✓1 / EX \� \ \ 7 - r \ J I II i i North Carolina License No.C-1652
\ -_ 1 \ I I 1 / / / / / \ Y I I KEY NOTES
\ \ \` I \ �-� I \ I I ' / l I / / ( EX I I Il,j Site Development lResidential lInfrastrudurelTechnology
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` W SEE SHEET C3.1 WETLANDS � \ � \ r / , - ,� O / / l l / / / I f' l �
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PURPOSED ONLY DIGITIZED FROM o O ° MART/N MAR/ETTA MATERIALS INC / / ' / / / ' / ' \ B 6 7 / cNv I� WETPOND STORMWATER CONTROL MEASURE
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0 0 8 - ' \ l :/�' \ 1 l,/ I C6.9 (SEE EROSION CONTROL PLAN) N
BOUNDARY CROSSINGS. ° 0 ��`( 0 PIN: 8896576322 / / / / ' /60 / \\ \\� \ / I I r
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' _ O / / / \ \ \777(\ C6.3 v 01 / _ \ - -__ , I \ ` \ LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION c0 / / / / \ \ I DATE: August 14,2023
' I / \ \ _ -_ -_ -_ -- - \ - _ PROJECT NO: 600646
0 / / / / / /596- I I I 1 I / / / / \ \ \ - o I I 620 \ REVISIONS
o ° / Z / , ' / ' / � 30' EROSION I 9
o - CONTROL TREE LINE
0 BUFFER WETLANDR
J >♦ / I 11 I I TION
09/29 23 CMR VEDATE I ITEMS
EMS
RALPH ELMO - - _� / MARTIN MARIETTA MATERIALS INC 10/10/23 FINAL SCO
11/20/23 ADD-03
DB 865 B 08 12/08/23 NCDEQ& NCDOT
FAULKNER, JR., DEED DESC.•DB 408 PG 768
KATHRYN
FAULKNER PB 82 PG 453 PERMIT REVIEW
OLIVER,AND PIN. 8896576313 (FC-003)
KICKY EUGENE
FAULKNER
DB 3148 PG 458
PB 82 PG 73
PIN:8896483321
PLAN VIEW 5
co co GRADING &
LO
z DRAINAGE
SCALE 1"=40'
N
N NOR
N 0 40' 80'
N

_ _ _ _ _ _ _
UGT--- - UGT U(#-` r- - - - - - - -UGT= _ - ///- _ / _ - _ _ - _ y '620- W _ -�
�U�T
-621-
STORM STRUCTURE TABLE STORM PIPE TABLE - - - - - - - - -UGT -- - � UGT UG%___UGT UGT GT= =UGT ��=- - - - - -------�--= _ _ - - - - - 1 -
- UGT- DGfi _
STRUCTURE# TOP STRUCTURE HEIGHT DESCRIPTION UPSTREAM DOWNSTREAM \ _ _ _ _ _ _ _ _ - - - - - - `GT - _- -ucr  - r 3
PIPE# DIA SLOPE LENGTH DESCRIPTION - - -_-_ -
INVERT INVERT - - _ / \ - - - GT
Cil 633.14 2.94' 6" CLEANOUT - - _ _ _ -- -- _ _ _ - - _ - - __ =UGr
C9-0210 8" 628.89 628.23 0.94% 70.02 LF 8" PVC __
UFO
C1 o 633.17 3.63' 6" CLEANOUT ----------------- _ - - - - -
�- - - UFO- - - UFO- - - - - _
C1 o-C9 8" 629.54 628.89 0.94% 70.00 LF 8" PVC -UFO=_s ` - - _ UFO- - - --- _
C13 633.62 2.60' 6 " CLEANOUT - - - --=3� - --- ---------- Ex ND -
C12-Cl l 8" 630.78 630.20 0.94% 62.25 LF 8" PVC _ - - - - - _ _ _ --
_ _ F�-� - - ---
C8 633.62 2.67' 6 " CLEANOUT _
_ _ - - - -�_ r•r• ----------- --- - _ _ _
-
- � _ - � � �-�FO �7�--��r���� aw�r_-r•_r• � % 625 31' �
C11-C1 o 8" 630.20 629.54 0.94% 70.00 LF 8" PVC _ r -- - - - _ _ _ _ _ - _ - - - - -
C6 633.63 3.23' 6" CLEANOUT _ - - - - - - - - - - _ _ - - R/w - - _ _ - 4 ___ _ - - uFo \ 1l��_ o
C13-C12 8" 631.02 630.78 0.94% 25.92 LF 8" PVC - _ _ _ RAW- - - - - - �� - - - _ - - �Fo _ -_- 04
C12 633.67 2.89' 6" CLEANOUT - - - - - - _ 628� _ - - - - - - - - - - - - - - - - - - - - - - -627- - � - - - - - - - R/W _ _ _ - _ _ - - - - _ _ _ _ - uFo� = Q
C6-05 8" 630.40 629.88 1.08% 48.08 LF 8" PVC ` Z
C9 633.70 4.81' 6" CLEANOUT _ - - - - \ \ 1 _ �/W - - uF
C5-0207 8" 629.78 628.89 4.32% 20.52 LF 8" PVC / 1 - - - - - - _ - - - - '
C5 633.73 3.95' 6" CLEANOUT - 6
C7-05 8" 630.40 629.88 0.64% 80.67 LF 8" PVC
C7 633.94 3.54' 6" CLEANOUT \ \ _ �= I
C8-0208 8" 630.96 629.71 3.69% 33.70 LF 8" PVC 0209 - 28- - - / \ O
0100 639.79 N/A 30" CONCRETE FES \ 0210 _ - - - - - \ F16
0101-0100 30" 637.60 637.00 0.77% 78.48 LF 30" RCP \ \ PAD I Z
0101 644.50 6.90, CONCRETE DROP INLET - -6 15"RCP 2 - C9 I 627.88� _
\ �
0102-0101 30" 638.44 637.80 0.73% 88.21 LF 30" RCP 632 _ w
0102 643.60 5.16' CONCRETE DROP INLET ° 633 3TIC3' \\ \ \ TIC 8"PVC 8 PVC _ - - ' / / \ _ \ \ 31 S C M ACCESS Q
0103-0102 30 639.51 638.64 0.73/0 118.79 LF 30 RCP 633:00' ° I <
0103 644.68 5.18' CONCRETE DROP INLET sw aswK , ° ❑ 8' PVC \ PAD
0104-0103 30" 640.27 639.71 0.73% 77.13 LF 30" RCP - \ 633.826_ - - ° a
- \ \ 633.35' � �J SWK _ _ 632 EASEMENT 628.18' O
0104 645.90 5.63 CONCRETE DROP INLET \ \ \ _ _ -� �}� _' \ I 633.80' , 1 ❑ PAD N
0105-0104 24" 641.09 640.77 0.50% 63.86 LF 24" RCP \ \ ° �C - / I 1\ \ 8"Pvc \ 3 627.70' � H O
0105 645.90 4.81 CONCRETE DROP INLET _ _ -633 \ ,\ 63 8Q' ° SWK FFE=634.00' - - _ _ 6�y _ PAD U
0106-0105 24" 641.65 641.29 0.50% 71.77 LF 24" RCP 63 63/� d 633.99' - - � \ I I \ -
6�, C10 _ _ 628.00' LU _ vi
0106 645.90 4.25' CONCRETE DROP INLET 634.30' \ \ `� \ GND GND / I 1 I - F H
0107-0106 24" 642.60 641.85 0.78% 95.97 LF 24" RCP Q - - \ 633.08' \ \ W p w
\ 633.87' \ \ \ D_ o
633.28' SWK C11 \ c� _- W o Ll1
0107 653.90 11.30' CONCRETE DROP INLET �� 0 \ \ \ \ \ \ > _, � � �
0108-0107 24" 643.71 642.80 0.78% 117.13 LF 24" RCP ^ \I \ \ - \ SWK - - _ _ �62s 1 C12 00 I II U) 0 U
0108 653.25 9.54 CONCRETE DROP INLET 634 GND 633.93' I H �
0109-0108 24" 644.98 643.91 0.78% 136.37 LF 24" RCP - 633.05\ I I \ - PAD U) T Q
0109 653.25 8.27' CONCRETE DROP INLET ` \ M d _630� \ \ ❑ 1628.55' II � - w
0110-0109 18" 646.28 645.48 0.66% 120.79 LF 18" RCP \ SWK \ \ ` 0�� - \ C13 - PAD w J
0110 653.25 6.97 CONCRETE DROP INLET \ \ _ _ _ _ 633.36' i \ _ i ' ` \ I 1628.67'II Z Z U)
0111-0110 18" 647.41 646.48 0.66% 139.43 LF 18" RCP \ \ _ _ _ _ -1.62% - \ AD INISTRATION / \ i\\ I If O= O
011 1 650.90 3.49' CONCRETE DROP INLET \ - GND _-63 d SWK - ' I CLASSROOM BUILDING
0112 647.50 3.14' CONCRETE DROP INLET
0112-0104 15" 644.36 641.52 2.99% 95.11 LF 15" RCP ` - _ 633.02' - _ a 633.92' _ i I 14 825-SF \ \\ \ \
0113-0112 15" PAD
646.29 644.56 2.99% 57.92 LF 15" RCP - Q2L4 - 1 - - 1 - \ \ _ \\ FE: 634.00 - 1 I\ 6� S 628.75'
GND SWK \ i
0113 649.35 3.06' CONCRETE DROP INLET PVMT I /- _ ` ° fm 633.86' 633.7�1 9 / PAD I ���•���,,,�„�„�
634.92' 632.97' - \ FFE34. Q' \ 1628.8TI' �•� A
0114-0113 15" 647.80 646.50 1.02% 127.99 LF 15" CLASS IV RCP _ I / \ �� ° SWK _60 \ \ \ I �••• �\A ''••g
0114 651.00 3.20' CONCRETE DROP INLET PVMT - - - - - \ \ c'\ GND a TIC
633.34' '� \ / ` I I I ,:� / �101
0115-0114 15" 651.58 648.00 3.72% 96.11 LF 15"CLASS IV RCP - - \ 33.24' d �.`(� , .�
0115 653.02 N/A 18" CONCRETE FES --- - - \ ° 633.75' \ C8 I Z►
634.99' i i � ' � , � , SWK
01 16-0112 8" 643.75 641.33 4.62% 52.36 LF 8" PVC i + ,
TC 633.89' -632 �55780 e
0116 646.50 2.75' 24 YARD INLET \ \ _
o „ to ----i � 633.42' a SWK C6 \ - -M� \ \
0117-0112 8" 645.23 644.70 0.84/0 63.85 LF 8 PVC i MT TC TC SWK C5 y I II
0117 647.52 2.28' 24"YARD INLET , PVMT %W
635 - 633.55' 633.66' , \ c .9 s`
TIC ' i 635.46 6358 675' 634.91' I N(� �,,. +
0118-0113 15" 646.81 646.49 0.50% 64.95 LF 15" CLASS IV RCP 36.00' --- TIC b SWK FFE=634.00' C7 'Q
0118 649.35 2.54' CONCRETE DROP INLET x 6',3 ° _ _ - \ \ '�i �f-T .W. F o•`
S! 633.00' ° m _ 633.82' _ _ _ -633- \ \ SW / I I r�E6°�+ae��eesci4eN��,,,
0119-0114 15" 648.25 647.90 0.54% 64.48 LF 15" CLASS IV RCP HP �► °� d ° 8"PVC - a ° FFE=634.00 633.63'
0119 651.00 2.75' CONCRETE DROP INLET _ _ 635.1Ill _ _ _ 7 AV,R ❑ \ _ -
24" CONCRETE FES 0201-0200 24" 615.30 614.00 1.23% 105.36 LF 24" RCP - _ _ „ _ _ _ _ - \ TC RD 8"PVC a a\ \ TIC \ \ a I I II
0200 616.25 N/A - -- - --- _--- -- -------- - ---
RU'
0206 RCp TIC
633.70' - - - ❑ 633�0: ° 00 I f
0202-0201 24" 616.50 615.50 1.43% 69.80 LF 24" RCP �- ��� t. �ti_t r �� r ��_� �
0201 619.50 4.20' CONCRETE DROP INLET _ - __- - - - _ _ _ _ _ J _ , _ , _ -- a TC TO \ I
0204-0203 24" 625.21 624.00 0.61% 198.30 LF 24" RCP _ - ' _ \ _ _ - - - \ \ `\ ~� co_ - 633.9 ' 33.90' \ \ \ \ 1 1 ••••a
0202 618.75 N/A 24 CONCRETE FES _ - - - - -_ _ _- - _ - - _ _- - - _ - _ _ _ - _ HP
0205-0204 24" 626.37 625.41 0.61% 158.09 LF 24" RCP r �� - - _ ��fi34.14' _ - \ \ Q %
0203 626.25 N/A 24" CONCRETE FES - - - - - - -_- -_- - -_--_-_�_ --_ -_-_� - -_- - - � �\ _ �`�� _ 15"RCP 0208 \ / TIMMONS GROUP
0206-0205 18" 627.26 626.87 0.66% 59.28 LF 18" RCP J= _ _ _ ,646- - -647- - - ^ \� ____ _648, -647-
_ _ _ \ \ _ _� 1\_ 3� - - _� \� - \ �� C),3 - ' - y� _ YOUR VISION ACHIEVED THROUGH OURS.
0204 634.84 9.63' MANHOLE _ _ _ - - _ _ - - _ - -6�$ - - _ _ _ - - _ - - - _ a- \ TO ��� 3 - - _ _ / / I VIRGINIA I NORTH CAROLINA
_ _ /_� - j - _ ' - - - �� - - \ \` \ _ _ 634.44' r0 \ -PV T THIS DRAWING PREPARED AT THE
0207-0206 18" 628.06 627.46 0.66% 91.53 LF 18" RCP - - - - �_ - - - - - - - -- - ' - - - ' `` ' - 1 _ _` _ - �- -HP 2.76'
0205 632.75 6.38' CONCRETE DROP INLET �� - - - - - - �_ - - - _ _ _ _ - _ _ _ \�_-_� �` �1 _ �� ♦ Ri `i 633.2�' 3 \ 1 1
\ � � � i I RALEIGH OFFICE
' - _ _ _ _ _ _ _ _ ` \ _ _ _ _ �_ _ 1 > '� -' �� 36 \ a ly 5410 Trinity Road,Suite 102
0208-0207 15 629.13 628.31 0.69/0 118.16 LF 15 RCP J - - _ \\ \ - a `"�`�" ��� �832 - ' i Raleigh,NC 27607
„ ° „ _ v i _ '_ - - - - - - - - - - - - - _ - \ �� \ - - - _^ �\ \ _ ��-__� �� TEL [phone]
0206 632.70 5.44 CONCRETE CATCH BASIN - - , - - - - - - - _ - _ - - - - _ _ - _ \ \ ♦ \ �-�
--��l----�---- \ - \ ✓� _ _ �\ y _ _ \ - _ _ \ \ �\ _ _ FAX[phone]
0209-0204 15" 626.67 625.96 0.80% 89.15 LF 15" RCP J -- '-- - --- `� �� _ / - \ ` o~ o f - www.timmons.com
0207 632.36 4.30 CONCRETE CATCH BASIN --------------- _ _ _ _ �� �' - ; - _ - J \ =
\ \ \ - \ - 0211 \ North Carolina License No.C-1652
0210-0209 15" 627.65 626.87 0.80% 96.84 LF 15" RCP - - - � - \ ` \ \ \ Site DevelopmentlResidentiallInfrastrudurelTechnology
0208 632.35 3.22' CONCRETE CATCH BASIN - \� \ \,_ \� \ 4 ' \\
/ / 50352-333
0211-0207 12" 629.00 628.56 1.38% 31.64 LF 12" PVC - ` ' ` _ ` �'' \ - _ ` _ - \ \ \ \ -633- -I
0209 631.50 4.83 CONCRETE CATCH BASIN - - _ - - \� - _- - _ qv
-
\ _ _ -�_ , _ \ - _ 6 2.. 34 sc
3g 634.50' .off PVIv1 \
0212-0211 12" 629.72 629.20 1.38% 37.94 LF 12" PVC \ \ _ \ _ _\ - - �` - _ - ` _ �� _ sr�� \\ c 634.5d'\ 633.26
0210 631.50 3.85 CONCRETE CATCH BASIN I \ \ / _ _ _ - \� /
0213-0212 10" 630.67 629.92 1.38% 54.00 LF loll PVC / _ ;� \
0211 632.75 3.75' 24"YARD INLET \ ` 1 \! \ \ \\ \��� _ ` - _ \\ \\ e \ a I
_ \_ \ \\ \ loll PVC \ 1
0214-0208 10" 629.74 629.55 0.50% 39.41 LF loll PVC rn 6' / ` \ - _ \ \ \ \ 3.78' \ -
0212 633.50 3.78' 24"YARD INLET s s -656- - - 656 / / s ` - \ \ \ �. _ \ \ \ \
HP H
0212 634.19' \ 633.3
0301-0300 30" 616.00 614.00 2.37% 84.56 LF 30" RCP / I \ \ 1 \� \ _ \\ _ \ `
0213 633.50 2.83 24"YARD INLET f 7 / �� _ \\ � \\ \ \ \ _g��� _\\ \ \ `\ \_ \� G 214
0302-0301 30" 626.40 624.90 1.50% 100.00 LF 30" RCP
0214 632.25 2.51' 24"YARD INLET i ' -
rLLI
0213
0300 616.79 N/A 30 CONCRETE FES 0303-0302 24' 628.40 626.90 1.50 -All/o \ \ , ` _\ \ \\ v \3 100.23 LF 24 RCP \ - \
/ - - - _ -638- -
0301 634.50 18.50' CONCRETE DROP INLET 0304-0303 18 630.40 628.90 1.50% 100.00 LF 18 RCP \ \ ( / 1 I I \ �\ \\ \- _ \\\\\\ \\ \ \��\\\ \ \ \\ / \\ \ \ \ 111W
� \
0302 634.51 8.11, CONCRETE DROP INLET 0305-0301 15" 632.75 626.15 6.66% 99.17 LF 15" RCP
0303 634.50 6.10' CONCRETE DROP INLET 0306-0302 15 632.75 627.65 5.14/0 99.17 LF 15 RCP _ _ \ \ \\ \\ \ \ \ \rn�� \ \ LLI
0304 634.51 4.11' CONCRETE DROP INLET 0307-0303 15" 632.75 629.15 3.63% 99.17 LF 15" RCP ` - ' - \ - _ _ _ _ -� \ / '- / ' - - \�\ \ \ \\ \ \ \ �\ \ \ \ \ \ I /
0305 636.25 3.50' CONCRETE DROP INLET 0308-0304 15 633.08 630.65 2.45/° _ _ 1
99.17 LF 15 RCP - ✓-1 -_ / / \ \
0306 636.25 3.50' CONCRETE DROP INLET 0401-0400 24" 609.00 607.00 1.39% 143.53 LF 24" RCP - \ _ _ _ ` -\ \ - \ \ 1 - \ _ - - \ ^ 1 -___\_ \� _ \ \ r \ _ 6'6 \y\ II I I\\` ��
0307 636.25 3.50' CONCRETE DROP INLET
r ' / I I \ \ \ \\ \\\ \ \\ \\ \ \ \ \ I \ I \ \ l i � - 638'
0308 636.25 3.17 CONCRETE DROP INLET �- \\ \ \ \\\ \ N
0400 609.25 N/A 24" CONCRETE FES N
0401 611.33 2.33' RISER INSET'A'-ADMIN BUILDING SPOT Z V
6. SPOT GRADE ABBREVIATIONS: ELEVATION PLAN
6.1. TC: TOP OF CURB Z
6.2. PVMT: EDGE OF PAVEMENT
STORM STRUCTURE TABLE STORM PIPE TABLE 6.3. EX GND: MATCH EXISTING Z
6.4. SWK: SIDEWALK 0
STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION PIPE # DIA UPSTREAM DOWNSTREAM SLOPE LENGTH DESCRIPTION 6.5. FFE: FINISHED FLOOR ELEVATION
F1 589.25 N/A 24" CONCRETE FES INVERT INVERT 6.6. HP: HIGH POINT
F2-F1 24" 587.50 587.00 2.29% 21.82 LF 24" RCP LU Z
F2 589.75 588.50' 24" CONCRETE FES 0 J
F3 599.94 N/A 15" CONCRETE FES F4-F3 15" 600.53 598.50 8.50% 23.89 LF 15" RCP LU
F6-F5 18" 623.10 621.54 8.17% 19.10 LF 18" RCP J
F4 601.97 N/A 15" CONCRETE FES
F5 623.21 N/A 18" CONCRETE FES
F8-F7 30" 621.50 620.57 1.81% 51.35 LF 30" RCP Q _
� V 0
F10-F9 15" 650.10 649.90 0.53% 36.77 LF 15" RCP
F6 624.81 N/A 18" CONCRETE FES
F7 623.36 N/A 30" CONCRETE FES F12-Fl1 18" 652.75 652.00 2.59% 29.00 LF 18" RCP O
F8 624.29 N/A 30" CONCRETE FES F14-F13 15" 632.00 631.50 1.41% 35.52 LF 15" RCP Z
F9 653.50 3.41' CONCRETE DROP INLET
F16-F15 18" 621.50 620.00 1.31% 114.13 LF 18" RCP C
O
F10 651.34 N/A 15" CONCRETE FES 0 C �/
F11 653.71 N/A 18" CONCRETE FES Cam> 00 IU V
r
F12 654.46 N/A 18" CONCRETE FES r LU Q
F13 632.94 N/A 15" CONCRETE FES N Z Z
F14 633.44 N/A 15" CONCRETE FES
F15 621.71 N/A 18" CONCRETE FES cn
O Q r
F16 623.21 N/A 18" CONCRETE FES U J to
� U) QN
PROJECT NO: 600646
DATE: August 14,2023
REVISIONS
DATE DESCRIPTION
09/29/23 CMR VE ITEMS
10/10/23 FINAL SCO
11/20/23 ADD-03
12/08/23 NCDEQ& NCDOT
PERMIT REVIEW
(FC-003)
CID
0
Q
Z
GRADING &
Lo SCALE 1"=20'
LO
DRAINAGE
&i PLAN
0 20' 40'
N
N
O
N
Q0
N

C/)
670 670
665 665
co
r 0 CD
0 r co
co CO � N
0 0 o COr Q
r i r CD O Z
0
660 0 �
M o0 0 �
r04 Cb 660
0 Q
0 0 ri t- g ' a Cn c0
0 0 ffCOC'4
ao a O o 00 N CLQ
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0 f_ Z N LQ (0 C0 r >c� r O O
I --o -�04 o o FINISH D GRAD m Z Z 00 or ol� 00 00 0 _ _ O> > r >> (D
655 O .. o L0 �- 04 r z z r z z 655
0 o M 43 o w
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r CV 00
r CD CD w CO r 0 0 Q
0 0 0Nt
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00 r0 > > r0 > > 0 CAr CC) N
M O O CD 00 O — — O — — L6 � H CD H
o � z � o � co Off — a > > / U
0 0 _ 0 > > O LU
650 oOz 0 � > > EX. G DE 04 04 > > — � � O � _ _ - - loo 650 w o 0
- z 0 - - _ w 0 w
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U) oho U
F �
0111-0110 w >_
645 0-010 1 .9 _ F
w w
20.79' O
0.6 % = O
0 09- w
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0 08-W 07 4" RCP
010 -0106 . RCP 0• 0
�,,�•N�o�efiaggpi
Li
640 0 0.78%
63.8 ' OF 11 640 ,
-0103 24" RC @ ,78% /•�''
'Rr
° y2 fsF. •
01 3-0102 0
77 13 OF
- 101 11 .79' ReP 0 0 50/o / ; s
010 0 0.73/o
_ oo s8. 1' 055780
0 0.73/o
73% ' tN '' Q .'e
635 R P
635 �• TT W. t•'
@ 0.7
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5410 Trinity Road,Suite 102
Raleigh,NC 27607
TEL [phone]
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www.timmons.com
STRM 0111 - 0100 North Carolina License No.C-1652
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