SW5240601_Plansheet - Proposed Conditions/Site Plan_20240617

. *
L ------ I ` .. 1. . . . . . . . . . . . . . . . . . . . . . . . .
\\\\ �� "SSG
- --� r ------------------ I - - - - -
I
�-
GENERALNOTES
/ /T/T/T/T/ TT/T/h T/T �- /T /Tim /T /T I \\\ �� //� III �,
/ 0 ✓ . . . . . . . . . . . . . . . . . . . . . . . . . . .
346.02 34236 344.08 /' ' ' 344.07 /342.74 346.52 �I I \\\ �� %� II i 8 (347❑AK 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA
> I / 346.33 I \ �\�i/ I / C-805 . . . . . . . . . . . . . . . .:...................................... ,* STANDARDS.
I I wI ���� III
, .
::
CWPPAPP�_ P"""D
II
w - - w [� 2. EMPLOY A LICENSED SURVEYOR FOR FINAL STAKEOUT AND FINE GRADING.•..< 8.,
�= r .� 7ADMlNISTRATION/DORMS" Ei AOS
� ' � ______= I �\� I R101.5' 3 GRADING EQUIPMENT USING GPS IS ACCEPTABLE FOR MASS GRADING ONLY.
w U)N ��v 2 STORYBRICK _ . . . . . . . . .
I ❑
II0 C-805 I
3. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION AND
o Q /L FENCE I -o- I I I ° E 8 24' SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER. DEPARTMENT OF PUBLIC SAFETY
n I - - - -�� - - - -�-1 .. ... . . . : . . . . . .
0I ��� III C-805
z z z LJ 345 92 345.87 _ -
0 0 I I I ����- / I I �� / R13.5 . 4. RAISE ALL STRUCTURES WITHIN THE AREAS TO BE OVERLAID SUCH THAT THE TOP
�//1/1/1/1/1/1/1/1/1/1/11 i1111�1/1/1/1/1/1/1/1/1/1/1� I II I.I. .. R5 . R29
U)0 0 I I I-------------------- I / �� I ::, '..,: 4 RE EQUALS THE FINISH GRADE OF THE NEW ASPHALT. CENTRAL ENGINEERING
OF THE STRUCTURE
z z I I I IL \ `� I I EMPTY I II
LIJ z - - - - - - - - - - - - - - - - J � P U � ;.;. : �v - 5. COORDINATE THE PROJECT SCHEDULE WITH THE DESIGN TEAM AND OWNER IN
o - - - - - - - - - J
I 1 x I - / - - - - - - - ASPHALTPARK/NG I �� III R; . . 8 =6' 1 ACCORDANCE WITH THE OWNER'S ONGOING ONSITE OPERATIONS. COORDINATE Plan * Design • COnStPUCf
.,. .' C 805 . . . .
- - - - - - _ - - - - - - - - / WITH THE CONTRACTOR WORKING ON THE FIELD MAINTENANCE SHOP PROJECT.
D6lS �^/ /� - - - \1 I -� - ��� II C-805 10' TAPER . ..* - 10'TAPER C-805
I ____ - I I h�- 0 SCALE 1"=20' CURB DOWN CURB DOWN 6. ALL PAVING SHALL BE PERFORMED BY A NCDOT APPROVED CONTRACTOR. N C Department
I I / / GEN. I I1 I - II COORDINATE WITH NCDOT FOR WORK IN THE RIGHT OF WAY.
E I / / I - - I I i r _ �\ I - E TO FLUSH TO FLUSH
I II- 7. PROVIDE A SMOOTH TRANSITION BETWEEN NEW PAVEMENT AND EXISTING
II I I //// I I T _ r - - - i ��� I L - .r-ry. 0 20' 40' - 6 TYP: . . . . . . . . . . . . PAVEMENT/GRAVEL SURFACES. Of Public Safety
- - - J// I I ja / / I I / W = A� - - - - -f I / \�\ I Ip 20 ZB E 2A E 2B C-805 . . . 8. PROVIDE A 1-FT OVERLAP OF THE FINAL SURFACE COURSE OVER THE FIRST LIFT
1 I- - - ,/// I I �a / T/ I I \\\ III C-805 _ C-805 - C-805 . . . . . . . . . . . OF ASPHALT AT COLD JOINTS. DO NOT PROVIDE BUTT SEAMS AT COLD JOINTS.
/ - - - - - - - - - - -� I �ANKI//, •336.0�///. t46.92 ����j/�� / ' I I 0I I 1 IIEE� 9. ALL ADA RAMPS SHALL HAVE 12:1 MAXIMUM SLOPE FOR MAXIMUM 6-FT LENGTH.
/ X ( I I 33Q.07 / I I 4 WHERE CURBING IS 8-INCHES TALL, INSTALL 3.5-FT OF 5% RAMP BEYOND 6-FT ADA
1 i I \ '8-CAFETERIA" I I I I C-810 II C-805 8 10' TAPER RAMP TO CATCH GRADE.
33 ���/////_it I \ I I V w 2 STORY w S / I I I 10 TAPER 6
I I, -\ \ I I BRICK � f C-805 CURB DOWN . . . . . . . . . . . . . . CURB C-805 10. THE OWNER WILL HIRE A THIRD-PARTY INSPECTOR FOR PAVING INSPECTIONS.
---, \ \ I I 1 i
w41 . . . . . . . . . . . . DOWN TO
-y /� I ♦I \ \ \ TO FLUSH - - - - - CORE SAMPLES WILL BE TAKEN IN ASPHALT TO CHECK FOR DENSITY AND
I / /j I i I � / I C-805 4 FLUSH . . . . . . . . . . . . . . . . . THICKNESS.
/ 9 SBI w �� I \ \ \ // ♦ . . . . . . . . g . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . .
CLASSROOM" ■ 346.97- ■ ■ J ■ ■
♦ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
�/ � \ \ C-805 . . . . : 5 11. COORDINATE CONCRETE CONTROL AND EXPANSION JOINT LOCATIONS WITH THE
I / 1 STORYBRICK o ,I 1 I ♦♦ \ \ 1/1/1j/i�/ /�/�/�/�/�/�/�/� L C-805 =g 5' C-805 ENGINEER PRIOR TO CONCRETE PAVING, MOW STRIPS, AND CURBING. PROVIDE
] ��,
.. .//' I I I \ \ LIMITS OF CONSTRUCTION■ ■ MEN LL . . .:.:.: ADDITIONAL JOINTS AT PENETRATIONS THROUGH CONCRETE.
w f I I I ■ ■ ■ _ � ■ ■ � ■ ■ � ■ ■ �I' LLLL 9 LLLLL 2q LLLLL 9 LLLL I
12. INSTALL FIBER JOINT FILLER AND CAULK EACH CONCRETE EXPANSION JOINT AND
o _ i / I I '' 8 ���� ����� ����� ���� ■ oMo -6 WHERE CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD
v 1 ---- ,. C-805 C-805 C-805 ..
' I �/ �� ; / /I LLLLL LLLL. L I I I -L LLLL 3 ■ p " . . . . . . . . . . . . . . . . . SURFACES. 434 FAYETTEVILLE STREET SUITE 1700
j / �j 4 . C-805 144.4' Q .:• 8
�I ..
/ M I ,, LL C-805 13. PROM AN AS-BUILT SURVEY OF ALL RALEIGH NORTH CAROLINA 27601
I , .. . .. .. . . . . . . . . . . . . . . . . . . .
I / :. : .° ..: :%, ..o. :... � ._; . .. ..;., :• . .,... ... , :.'`= � . . . . . . . . . . . . . UTILITY O STEMS AND STORM SEWERS P ,
•:
l 8 . . - . . . . . . . . . . . . . . . . . . . . . . .
`O 1
R28 L ■ C 805 TEL. [phone] FAX. [phone]
■ `m: E 5 . . . . . . . . . . . . . . . . . . . . . .
.< .• 's . . . . . . . . . . . . .
..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . WWW.LS3P.COM
M <. .. - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Ir/// <.
1
C 805
KEY NOTES
M
C 810 X t. 8 . . . . . . . . . . . . . . .
I <: 5' x
1. C-805 RD RD I. CAMEF
• 1
I / / ■ I 2 1 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . :
GRASS p • POLEA CONCRETE SIDEWALK �4,
�1 // . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _
I UTILITY VAUL T ' I C-807 G 3 0.0 C-805 C-805 KEY C 805
JFULL OF WATER I RECREATION ` .: PA . .,
<.-
/ INSET „q„ 4flr
- - - - -;
AREA y :.:. ...o: �/ E ` x -0 � ■ ■ � _ ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ° I� _ TIMMONS GROUP
Irk- s=-------__�r--------ll 11 ■ . III
C-805
'I ■ R84 KEYPAD ■ I I ZA CONCRETE PAVEMENT ENGINEERING I DESIGN I TECHNOLOGY
' I .8 24 : ..
NC LICENSE NUMBER C-1652
ill I TANK I I 4 :. - 0X
4. 0 () ♦ / f/� O I Timmons Group
1---+---------- I I I 11. ///"""
U I;--i------ 1 ;; 1I ■I PATIO C-805 �� " MENEM GN ♦ ® i� -^ II 2B Attn: Frank Slinsky, PE
c} 'i I I i 1 i ii ii ■ I ..'. . . . . . .
■ ■ �/ '` ■ ■ ■ / i / ■ p III C-805 COLORED CONCRETE SIDEWALK ® 5410 Trinity Road; Suite 102
1.. : '.
'�I I TANK I i i 1 11 I I t o I /j � ■ z Raleigh, NC 27607
I •.�/
1' 1 '1 'I I .. *"• }' - ,'.. :.'`. . . ... . . ...R60' . .�. I I III 3 Phone: [phone]
f. I _
I I I 5 I I--� i
I
6
li----------------- I�___==�-�I ��■ I � _ _ = = _ _ = _ _ = = = = = = = = = = _ = = _ = _ = = = _ = = = - _ ASPHALT PAVEMENT Fax.
D II MI II■ I .. a:. ..
II III I I .. 16' �1,`�D' _ �j ■ n III C 805 919 859 5663
1 I I FOR REVIEW ONLY
�1 I Ioil III I I I. -3 C-805 i . : ■ i i ■ O 4 NOT FOR CONSTRUCTION
J;� I :. C 805 I 6 CONCRETE CURB & 18 GUTTER PAN
:.. -(4 I N CA R
"13" ar I I V ti . ... . . . . . . . . I I I ■ �' I� �� ��
`-- ' 1BROOK RY / I I .I !*'.
•v R A m ,f 10 11 I I I I ■ CO I 5 ���?� OFESS/p / .,.
y9
SH � '` y � ; g R100 I O III ACCESSIBLE CURB RAMP � Q� �y s
U/ TOWER / ' I I 8 p . . 0 C-805 Q � -
.i i - �� I _ •,.'� � 1 z C-805 . . . . . .. . . . . . .. . . 'i ■ I � I I cn III = SEAL
I i_----- &Z-///Z-///z %// /■;; I I C 805 7 -RD E .: .. . . . . ..... . . . . . .... . . . . . . : I I ■ I g 033612
■
L_ - - � . . . . . Cn
PRE-CAST CONCRETE WHEELSTOP
C-805 I: ■ I I ■ c� I I
A„ - - 8 .r/ . . .. . .. . . . ' .R60 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - � II
_U II ; � �GINEE ��
�7/',r - - 8 g• ;° C-805 •` 1 I I \ --Cr-:- p� I ���'�N'r'/S SLINs .�`�".
\ m 6 STEEL BOLLARD WITH HDPE SLEEVE
�I (/ 11 ■11 : . C-805 4 I \\ / �\ ■ III 7 „ '��i ����
��/ii I .. 8 C-805 .38'. 0 - ■ ■ �, ■� ■ ■ }} \\ i
0 I I C-805
/T/T/T/T /T/ 1 - - - - I I ♦ \ \
. . . . . . . . .��. 0 COPYRIGHT 2024 ALL RIGHTS RESERVED. PRINTED OR
334.40 1 C-8050■ i(;_805 C-805 l//, ♦♦ N\ \ I II
■ I C_805 SEAT WALL ELECTRONIC DRAWINGS AND DOCUMENTATION MAY
/ I ■ ■ I♦ ■ ■ ■ ■ ♦ NOT TEN
. �. : ■ ■
PERMISSION FROM LS3P ASSOCIATES LTD
. , .. ' . ....- '
'. . ... .:. ; I.... o .'
BE REPRODUCED IN ANY FORM WITHOUT WRIT
/ I . 10 ,:. I. 10
...... d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
♦ � I I 9,. _.: .. . . . . . . . . . . . . . . . . . . . . . . . .
.. " .. .. .. .. .. I r I GRASS PAVERS LLLL
�� x x x x I x x
/� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F -
/ �o x - � I I I C 805
,.14-SBl GYM„ ■ •f' 4... ,o' 26 '1'2�' 25 =.. ■ I I I
/� 8 34.2 1
I �
3S�ORY g�. C-805 b 26 2 :.b. . . . . . . � I III I C
/ ~,. .. b r . ., .. *.. . 1 BLACK VINYL COATED CHAIN LINK FENCE WITH BARBED WIRE
"14 SBl GYM" i
b 6 A s. I I I
3 STORY 46.7 ,` 20, C-805 C-807 1 I III C-806 (8 TOTAL HEIGHT)
/ 12 ' .12 _ ■ ,I I
`t
4
I
'•' - - -
BRICK /J . . . . . .
/ I I IIII
I' .• 'o A ' A o I I I III II 1 ADA RAMP WITH HANDRAILS AND LANDINGS
w ■I .:'. _ LOWER PATIO _ . . I I O
I III C-807
/ /_ZZZ 1/1/1/1/1/ � 'I I I III I MENEM
,/, �' I i
10' SETBACK I I I I �+
I/ / ; . o III I III III C-807 CONCRETE STAIRS WITH HANDRAILS ■
D�SH
I, ,. z
I ■; • , ,� I I I III III13
■ ■ • I I 3A 3B BLACK PVC COATED CHAIN LINK GATES WITH BARBED WIRE
- - - - - - - - � - - s� I IIII IIINO
^^^^ - - - - ' ° d FFEB346.92 X /�P,o GAS TEST STA I I I III III C-807 C-807 (8' TOTAL HEIGHT)
:a �♦ �'0 1I IIII II 4A 4B
I I BLACK PVC COATED FENCE GATE DROP ROD ASSEMBLY a
C
4 `�`��',X i IIII III c-So7 c-So7
''a: C C 7 ♦ I I i III III 1 24" ROLL FACE CURB &GUTTER
I G It :.. e . . . . . . . . ` I II C-810 L
■ - _ - C-805 _ I III
■ " o... •SEE INSET„q„ 1 I I III III 2 -
♦�5' C-805 _ xI I I CD
I III III C-810 GUTTER PAN WITHOUT CURB }+
� ♦ A E 1 . . . . . . . . . . . . . . . . . . . . III I III II L N
1. _ T ZA C - C-805 3 1 . . . . . . . . . . . . . . . . . . . . . . . . . I lI I I I 3 6" PADLOCK REMOVABLE BOLLARDS U
,�`�`�, � C-805.. �o'ti-''� r I III II C-810 Z
♦♦ 5' - C-805 - cn 8 8' �• C-805 AK ■ III I ^
`�,r I III
- n C-805 5 ■ �` -I A CAST IN PLACE CONCRETE RETAINING WALL WITH HANDRAILS. CM
.:•:. �; '.�.,' a ''., O 5 . . ... . . . . . .. . . . . ....... . . . . . . . . . .+�.1.8. . . 140AK I
rn � III III _ REFER TO STRUCTURAL DRAWINGS. •N N o
_ n MECHANICAL C o E a o_ I O IN
N III I I ■� v M YARD 805 ■ z g � N
AC RD RD TI 24, .. ■ I
RD �/ „r'/ �TT/� //� p E 8 ° XI III I I CONCRETE BENCHES. REFER TO ARCHITECTURAL DRAWINGS. �+ CD N
1 //TTTTT//// 338.85 /344.29 44.27 ;r: . . . . . . . . . . . . . . .
I
F 1ST FLOOR=346.95 ZA _ C-805 a, . + ` 1 III II N Mp
_ 2ND FLOOR-357.66 C-805 oco 6 5, 28 3 I III C SCREEN WALL AND GATES. REFER TO ARCHITECTURAL& O N
co
w "16-OFFICES/DORMS" c1 O E `` III _ .
< C-8o5 TOTAL VISITOR STRUCTURAL DRAWINGS.
„ 2 STORY � 30.1 m 8 - 9. . . . . . . . . . . . . . . . x L H �
Iv BRICK � �' .. PARKING SPACES ' I II II N U U
a„ / 4 C-805 R20 ♦ I I D O C: W w
RD 1 (41 SPACES WITH 5 ADA SPACES) ♦ II II _ BICYCLE RACK L �
- - 1 - - 344 344.27 C-805 4.6' / C-805 ' I I I III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII r r�� O O
35, •+ 40 $ II V w
/1/�❑/1/1/1/, /1/1 ,, ; . . . .
.. - : .
RD RD RD - - - RD RD R40 R20 00 I I II III E LIGHT BOLLARD. REFER TO LANDSCAPING AND ELECTRICAL 4) O a a
�- ------------- T-- ■ R20' ........ . . . . . . . . . . .,. R5 '. � I I I N O M
I I L - - - - - - - - - - - - - - - - - 1L�■E� ■ ■ � ■ ■ S ♦� 4 x 1I II III - PLANS co v V)
- - - d d` ` 4 ♦ � I I I U) w CM V) J
.. '
I - - I � - - - ' 1, . . . . . . c-So5 III
♦ ♦. I II F
I I " : ' C-805 $' ♦" 1 I I I EXTERIOR BUILDING STAIRCASE. REFER TO ARCHITECTURAL
03 ' ♦.I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 . . . . . . . . . . 1 I
-o-
I . . .. '.. . I I II III DRAWINGS 4 DATE DESCRIPTION
I 11 C-810 4 5 ♦��. . : . . . .R15'. x I I I I III
ikmi4iim 0 M=lr==�WM=�M=IFMM=IF09= _ I - C-805 . . .++
C-805. .:. . 1..''. � ��� ♦ ♦ 1 I I I III / G GENERATOR FOOTINGS. REFER TO STRUCTURAL DRAWINGS
4 5 �`.■.■ # I
1111
1
■ ■ I� ■ ■ � ■ ■ I� ■ ■ I� ■ ■ I� ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ C-804 � ■ ■ ( )
�:�: .�C-805 . .�:�,:+ +500'}�. . . . .' �. . .♦. . . . ,� * / I xI I I I II �I �
B - - - - - - - - - - - - - - - - - - - - - - ' 6 ♦ III
R39' R20' + ♦ C-805
III TRAFFIC CONTROL NOTES
, _ -
- - - - - - - - - - - - - - - - aoao r ♦ w 11IIII /III-
♦� sow ' xI I III / III
/ � 6 _♦� 9 I @I III / II
/ < C-805 C-810 1 III / III
XI I I III III-
- - - - - - - - - - - - - - - - , •�'' I 11 iIIII o� III
I ��= = _ - - - - - - - - -
- - - - 1 � II III III
❑ �'' - fir xI II ; III III
- _ .0000 I III I / III STRIPING KEY NOTES
- I I I I / I NCDOT STD. WIDTH COLOR
- - W� 00�� x I II I / II
� 00000000I I III III 4"WIDE DASHED WHITE PAINT STRIPE 1205.08 4-IN WHITE
I m/ 40 * IIII III
I I
_ - - - - - - - - - - �/ / I I II 1205.08 4-IN WHITE
I - - - - - ' O/ I I /�I I 4 WIDE SOLID WHITE PAINT STRIPE
SECOND FLOOR ABOVE �/ * / I /II III
j O� I
° it III III SIGNAGE KEY NOTES
ti' ``I/ ■X X X x X x 3 1 III III MUTCD
TO BE CONSTRUCTED AS PART OF "' x x x x x x x x x x - - - I I
r I �11 III PARKING STALL AND TRAFFIC STRIPE
� � � I I O) 111
I SBI LOGISTICS BUILDING PROJECT I / x I - - - - - - - - - - - - - - - - - - - - - - - - - - _L - - - t I /
REFER TO SCO # 22-24611-02B / / - - - - - - / I I \\\ STOP BAR - SHEET NAME:
I I / / I I I \\� SITE STAKING
xi I / I I _ S S G
I / � I ASPHALT - - - _ - - - - - f - - -I - - _ I l DIAGONAL STRIPING PLAN
I _ I -I-�\
A � J / I I , - I C I �� -
- - - � I i
I / x I IIIIIIIHIGH VISIBILITY CROSSWALK
x _ I -
1 / � III/ ` - - - - - M 00 � I ORIG 2024.02.15
/ GENT�- ,I ITT/T` I / p I " � III ACCESSIBLE PARKING LAYOUT _ SUBMISSION:
/ I x � - / z z
I I 1I
I c=D � 1 I I 1 I 1 ACCESSIBLE PARKING SIGN
l i PROPANE / � 1 SCALE 1"-30' I III I
I x . PROP i I I I I I
TANK I/ i I z I I
i
V,/ � I 1 0 30' I 60' I i IIII REFER TO DRAWINGS C-304, C-305, C-305A FOR STRIPING AND SIGNAGE PLANS SHEET:
F7 N �� I
x ' / I I I I I
■ I I CEN301
-11 Ir . -
/1 I I I IIII
1
1 1 2 1 3 1 4 1 5 1 6 DESIGN DEVELOPMENT
L

�� /// STORY
/ �, I BRICK 1 coapwj
GENERAL NOTES
- - - - // --
�/ � V �1'
■ ryl o ■ 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA
4,w
- - - - -L\__�������� /// //� I7 STANDARDS.
�w — ��\ /o — / I' o o I 2. EMPLOY A LICENSED SURVEYOR FOR FINAL STAKEOUT AND FINE GRADING.
N — — — — — — — — — — — — — — — — — � � \��� I � ■! 0 0 0 �711 ■ GRADING EQUIPMENT USING GPS IS ACCEPTABLE FOR MASS GRADING ONLY.
>I-I, — =� — — — — — — — — -- — — — — \ �;_— _ Eiis
= i 0 0 0 ■ 3. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION AND
a � 1 I I II \ \ L-- I D�SH /�; ° I SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER. DEPARTMENT OF PUBLIC SAFETY
SBIHQ ONSTRUCTED 0 0
�°z / / // ` � \ I I ■' IN SBI HEADQUARTERS + 4. RAISE ALL STRUCTURES WITHIN THE AREAS TO BE OVERLAID SUCH THAT THE TOP
w O / ( / \� - - , \ - - - - - - - - - - - - � - - - - - - - - — ■ ■ RENOVATION AND OF THE STRUCTURE EQUALS THE FINISH GRADE OF THE NEW ASPHALT. CENTRAL ENGINEERING
z z / �- _ _ - - - - - - - - - - - - - - - - - - - J ADDITION PROJECT } 5. COORDINATE THE PROJECT SCHEDULE WITH THE DESIGN TEAM AND OWNER IN
T° / REFER TO SCO# ACCORDANCE WITH THE OWNER'S ONGOING ONSITE OPERATIONS. COORDINATE Plan * Design • COnStPUCf
2FER T 1- CO WITH THE CONTRACTOR WORKING ON THE FIELD MAINTENANCE SHOP PROJECT.
,�"� ■ 0 6. ALL PAVING SHALL BE PERFORMED BY A NCDOT APPROVED CONTRACTOR. North Carolina
ASPHAL T PARKING ��"3 �1 ■
E ' COORDINATE WITH NCDOT FOR WORK IN THE RIGHT OF WAY.
7. PROVIDE A SMOOTH TRANSITION BETWEEN NEW PAVEMENT AND EXISTING State Bureau of
- - - - - - - - - - - - - - - � ■ 0 PAVEMENT/GRAVEL SURFACES.
11
_ _ 0 8. PROVIDE A 1-FT OVERLAP OF THE FINAL SURFACE COURSE OVER THE FIRST LIFT
- - - OF ASPHALT AT COLD JOINTS. DO NOT PROVIDE BUTT SEAMS AT COLD JOINTS. I nvesti g ati o n
♦ ❑ I 9. ALL ADA RAMPS SHALL HAVE 12:1 MAXIMUM SLOPE FOR MAXIMUM 6-FT LENGTH.
♦ ::]�m 0 0 0 0 1 WHERE CURBING IS 8-INCHES TALL, INSTALL 3.5-FT OF 5% RAMP BEYOND 6-FT ADA
LL_
I ///
- ♦ D
RAMP TO CATCH GRADE.
0 0 0 ♦ 0 I E 0 im 0 10. THE OWNER WILL HIRE A THIRD-PARTY INSPECTOR FOR PAVING INSPECTIONS.
0 0 "``������ n CORE SAMPLES WILL BE TAKEN IN ASPHALT TO CHECK FOR DENSITY AND
0 n 10 0 THICKNESS.
^� 10 11. COORDINATE CONCRETE CONTROL AND EXPANSION JOINT LOCATIONS WITH THE
■ � ■ ■ — ■ ■ — ■ ■ — M_� - ��1\, AC RD RD RD n
- - - �- �-,- � Ir a ENGINEER PRIOR TO CONCRETE PAVING, MOW STRIPS,AND CURBING. PROVIDE
J �//����� // r T/T i/////% i/� , RD �p + f ADDITIONAL JOINTS AT PENETRATIONS THROUGH CONCRETE.
//i �X 12. INSTALL FIBER JOINT FILLER AND CAULK EACH CONCRETE EXPANSION JOINT AND
- - - - - - - - - - - - - - - — - I W WHERE CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD
O r SURFACES.
\ I ��'
"16-OFFICES/DORMS"2STORY / Im 421 N HARRINGTON STREET SUITE 700
\ I r ,,,/ BRICK / 0 13. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALL RALEIGH, NORTH CAROLINA 27603
- RD UTILITY SYSTEMS AND STORM SEWERS. TEL. [phone] FAX. [phone]
/ ASPHAL T PARKING
KEY NOTES WWW.LS3P.COM
/ / —` I RD RD RD RD ■ (
1 <, ,.
- - - - T 1 L�■ ■— ■ ■ _ 0 0 0 0 0 0 • ■��1� C-804 CONCRETE SIDEWALK
0 _
/ 05 — — _L � - - - - - - - - - - — I I I - - - - - - - - - - - - �*v*� . # TIMMONS GROUP
LS
/ -o- I I I 4 ♦♦♦" ♦� 5 C 804 CONCRETE PAVEMENT TECHNOLOGY
_ ENGINEERING I DESIGN I
I 1 NC LICENSE NUMBER C-1652
—■���■���■���■���■�����■��� ■��w��■�� ■ ■�m�F�■���t�■���r-ram■=F��r7■F■� _ _ _ _ _ _ _ _ �' <. ♦ C-804
— — — — — — — — — — —
— — — — — — — — 3 0 � ♦ Timmons Group
�� �� • `�* ♦♦ ` ♦ 2B Attn: Frank Slinsky, PE
C-810 0� _♦ ♦ ♦ ' C-804 COLORED CONCRETE SIDEWALK 5410 Trinity Road; Suite 102
_ i ♦ Raleigh, NC 27607
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ . . r ■ ■ ■
— -4 — — — — — — = _ _ _ _ = _ _ _ -- — — —== — —========= —= — — — — _ _ C-804 ♦ ♦' ♦ 3A Phone: [phone]
. . .' ' ' S' 8' 2B 5' ♦ '♦♦ HEAVY DUTY ASPHALT PAVEMENT Fax: [phone]
♦ � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •.'. V. ♦ C-804
D C-804 ' FOR REVIEW ONLY
I♦ ■ I 4 R35' . . . R35 . 4 C-805 8 1 ♦♦ ® ■
♦ C-804 4 C-805 15 C-804 36 LIGHT DUTY ASPHALT PAVEMENT NOT FOR CONSTRUCTION
■ ■ C-804 C-804 0 %%%%%tuiil!I1►iii,�
2
I ■ 6 (TYP. C-804 ♦' C 804 GRAVEL PAVEMENT �Q�pFESS/p�`-9
■ ■ C-804 OF 111) 4 _ _
■ C-804 •
SEAL
1 - - - - - - - - .: _
% . 033612
■ F -''.1: 8 ®� ®� . 4 6" CONCRETE CURB & 18" GUTTER PAN � `
C-804
1-1
■ ■ o 0 0 0 0 0 0 0 0 0 0 0 0 I FUTURE SBI SBI LOGISTICS �' 5 '�i�C�S SLINs �`
1 '�'...... LOGISTICS ♦• ACCESSIBLE CURB RAMP
I ■ BUILDING ,. � C-804 ,���������",,,
BUILDING PHASE 1 .
■ ■ ■ C-804 PHASE 2 �•0'
■ ■ ' � FFE: 345.00 — 6 COPYRIGHT 2024 ALL RIGHTS RESERVED PRINTED OR
C-804 PRE-CAST CONCRETE WHEELSTOP ELECTRONIC DRAWINGS AND DOCUMENTATION MAY
.0 NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
1 ■ 111 PARKING SPACES Q.. • PERMISSION FROM LS3P ASSOCIATES LTD.
■ :.� 7
i ■ ■ BASE BID: GRASS . . . . .30'. . . . . . I - - - .Q<.■ 4 D. . I 6" STEEL BOLLARD WITH HDPE SLEEVE
' C-804 SECOND FLOORABOVE v7 I 0
91
i
8
■ ■ i
........................ B A 0:�: C-804 SEATWALL■ o000000000000 _ _ o. 0)
I ■ o000000000000 . . . . . . . . . . . . 3C u.p. �x x x x x x
C-804
':r' 9
■ ■ ■ 4 MODULAR BLOCK RETAINING WALL WITH FENCE r
■ SERVICE x I C-804 ■�
. . .
■ 2A B
AREA C-804
. . . . . . . . . . . . . .
■ C-804 26 9 - _ .. ■ I 1 10' ORNAMENTAL FENCE
■ ■ i
. . . . . . . . . . . . 3C I I
.i
■ 3C g I' :�.� x ■ I 1 BLACK BI-FOLD GATES ■—
■ C-804 4 C-804
■ ■ <./. I C-806
i
C-804 + •lexI 1 IM
R15' 8 24 ROLL FACE CURB & GUTTER
Ci ■ o00000000000000000o R15' . . .� I
■
. . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
`//
■ ...
-
■ � ■ ■ � ■ � ■ ■ � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3A GEN I---�I V 2 GUTTER PAN WITHOUT CURB
♦ . . . . . . . . 30 . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I . . .. ■ - C-809
i ♦ ♦ . . C-804 .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. C-804 . . . . C-804 . . . . . . ■ ■�
■ ♦ . . . . '. � 1
. .
■ ♦ R25'. . C-804 c=D �/' 6" PADLOCK REMOVABLE BOLLARDS
♦ - R25 � ■ PROPANE C-809
_ .
... .;' 13' '9. 1 5. . . . . . . . . 'I ■ TANK.-. Kq MENEM
i
♦♦♦ :. ...-I. " �. 8' C-804 '� ARTIFICIAL TURF OVER 6 #57 STONE WITH UNDERDRAINS. OSEE SHEET CX-301 FOR ALTERNATE IN INSET 2 . . . . cIF
r♦ . . . . . . . . . . . . . -<<. ._- ■ r O. ...: . . . . . . . . . . . .. . . . . . . . . . . . . .
■ ♦ ♦ REFER TO ARCHITECTURAL & m
♦ ... .. .. . ..:... . _
�#*N* # . 3A STRUCTURAL DRAWINGS. N N O
. .
C-804 : '.. 1. r (t3 N
:. .. .
♦ co
. . C
♦ . ...:. .: . . . .. ; .. .:.:' , 24 .:.' '.. : . . .. . . . . . . . . . . . . - � N
FUTURE SB -
. .. ..
C-804.. LOGISTICS I ■ GATE OPERATOR. REFER TO SITE SECURITY DRAWINGS
■ R4.5 :.... .': . ... -
. . . . . . . . . . . . . .
CO N
.
■
.
. . ...... C 8 M
5 t BUILDING � / � � M
. . . . . . . . . . . .
04
O
� N O
■ . . . . . . . . . . . . T N f`
:: . ..
PHASE 2 �
■ ■ ■ n D O U N ao
CANOPY. REFER TO SITE ARCHITECTURAL DRAWINGS
1 - .
i
18' ■ O IM � �
■ z L -t H ~
• .. W- ^\
U
W■ V
I
O
: ..
.;..'
•.
..
W
■ .. . ..: . y . . : . 24
W
■ ■ 4 . :.. . .. .... ' TRAFFIC CONTROL NOTES ca Cl) z 0 O
I ] W W
i .. O
■ . 9 '.. . ... -
■ 1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORML) C) - 11 a
: 4 I o TRAFFIC CONTROL DEVICES UTC AND NCDOT STANDARDS UNLESS
■ (M D) A N Q M
■ ■ TOTAL STAFF ■ OTHERWISE NOTED. CV U to
1 . .
i . . . . . . . . . . . . . . 4 ... . . - z J
\ 3B _
1 . ...
■ 24' : . " " ' . . . ' PAVEMENT MARKINGS ON ASPHALT SHALL B
"
...
PARKING SPACES 2 ALL PAV E THERMOPLASTIC WITH GLASS
C 804 ■ oo M � fn
C-804 :' :' .: C-804 . r
. . . . . . . . . . . . . . .. .
■ (193 SPACES WITH 5 ADA SPACES) 3A BEADS.
. .
. . . . .
■ ... '..-.: .... .' ...: .: . . — 4 DATE DESCRIPTION
■ . ... . ..:..: C-804 ■ NDARDS
■ . . . . . . . . . . .
...:
. . . . ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NCDOT STA
i . . �: ■ � 3 AND THE PROJECT SPECIFICATIONS, WHICHEVER IS MORE STRINGENT.
... .... . .
■ . :. : :... ..18'. 30 n 4. ALL PAVEMENT MARKINGS ON CONCRETE PAVEMENT SHALL BE
■ 1.STORMWATER CONTROL MEASURE -
THERMOPLASTIC WITH GLASS BEADS WITH THE APPLICATION OF A ONE PART
: :
(CONSTRUCTED IN SBI HEADQUARTERS .
0
+,+
■ . . . . . . . . . . . . . . . . . . . . . . . . . ■ O
EPDXY PRIMER SEALER PRIOR TO STRIPING
1
�+ [ A, 1 + 1++++ _ :++++]::+++++++ I + ++++* +++ +++ - ++ + +
RENOVATION AND ADDITION PROJECT
■ i �
B
REFER TO SCO#22-24611-02A)
:+ ­ +++ + + + + + :+ + + + + + + + + + +6�)
':...: _ STRIPING KEY NOTES
■ ■; \ m + + ■ NCDOT STD. WIDTH COLOR
Nl\ ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . ■. . . . . . . . . . . . . .
4
A
-) 24' 4"WIDE DASHED WHITE PAINT STRIPE 1205.08 4-IN WHITE
36 - -
. . . . . . . . . . . . . . -
. . . . . . . . . . . . . C
\ . . . . . . . . . . . .
\ 804
�/
C 804
:
T ♦ . . . . . . . . . . . 1205.08 4 I N WHITE
S' 4 WIDE SOLID WHITE PAINT STRIPE
O
k`
C' ♦ 18 '.. :..
O�
I
S'T ■ . . . . . . . . . . . . . . . . . . . . . . . . ■
'S'`
�� ♦ ; SIGNAGE KEY NOTES
+ Tj0 ♦ 9' +,+ . . . . . . . . . . . . . .
ti . . . . . . . . . . . . . . .: :
... : .
MUTCD
■
/.S. ♦ ■ ■ R25. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .] + +++ + � - ACCESSIBLE PARKING SIGN
I QA` .... . ... . . .. R4.5' .... . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C 809
\� �O✓ ♦♦ I 3A
F I ■ 30' . 27' 4 Nl\+ PARKING STALL AND TRAFFIC STRIPE T
`♦ ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C-804. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C-809
. . _
`♦N11 /
R55' . . ' . . R4 5' . . . . . . . . . .
R25' . . . . . . . .
1 5
. . . . . . . . . . . . . . . - -
I ♦ ■ g STOP BAR
■
■ :
\ ■ 1 : . ' :
- `♦
� I 6 -
DIAGONAL STRIPING (2' O.C.)
`S`' `1 ■ ■ X X X X 6 X X X w X X C-809
`` 4\� \ ♦♦ I C 1 C-809 ACCESSIBLE PARKING LAYOUT
\ �� ■ _
\ `
� * ■ C-8o6 SHEET NAME:
,,
� :I� ■ w ■ ■ ■�
`,
1-1
.. . . . . . . . . . .
,1, k
,` ` ,` .` ,`,` .
A . `,` 3A
`1`,`,` " I \` 1
C-804 .
``` �C-805 1 30 m
`` ; `
I I-
` ``;`
♦ C-812 ■ 10 SETBACK ORIG 2024.05.13
LIMITS OF CONSTRUCTION -SBI LOGISTICS PROJECT SUBMISSION:
�'" _ ■ x x
ongogonnon
"�-� Ir ■ � ■ ■ � ■ ■ � ■ ■ OMONEE x
, IMMUNE In 0 m
,
If
`\ — — . . . . . .
� _ - -
NC RAILROAD COMPANY"-'-"-"- � — F R40.5' . . . . ■
`, —
F
DB 00, PG. 00 — _ R4o.5' ■
RE1D0447149 ` _ _ _ - - _ _ _ _ _ - — - - - _ _ .— .� . . . . _ = = = = = ffffff = = = = = = = = = = = = = M SHEET:
, -- _ — _— __ - - - - - - - -
` . ` - - - - - WEEMENIN - -- .- . . . . . . . . SCALE 1 30
00
P1N1702913322 �� _ - - - _ - _ _ - - � ■ ■ — ■ ■ — ■ ■
— �� - - _ - 4 4 n
_ E. TRYON RD. z o 30' 60' IIIIIIIIIIIIIIIIII
0HAMMONDRD — �°H — _ _ _ _ - - 1
`\`, ` �� _ _ C-804 C-804 (B H M PUBLIC
78)
� �O _ = _ - - C-812
'.1" I L" "I-------- — a_
1 1 2 1 3 1 4 1 5 1 6 1DESIGN DEVELOPMENT PRICING
L