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Home My WebLink AboutSW5240601_Plansheet - Proposed Conditions/Site Plan_20241024 ------------------------------ I--- ------------------------------ ------------------ GENERAL NOTES 346.02 '342.36 344.08 .74 346.552 0 \\ .' . }7 -------------------------------- 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA • • 470AK >- STANDARDS. � ii I t_�/ - 1 346.331 X p-U) ----------------------------------- -- ----------------------- LL 2. EMPLOY A LICENSED SURVEYOR FOR FINAL STAKEOUT AND FINE GRADING. 91, ----------- LU=, 3�LU 7-A DMINIS TRA TIONIDORMS R1 0 ------ --- ---- GRADING EQUIPMENT USING GPS IS ACCEPTABLE FOR MASS GRADING ONLY. U)N L CO 2 STORYBRICK �TL ------------------------------------------- ---- -------------- L0 n co 4 ---- -------------------------------------------- --- ---------------- W=, p�i ---------------- 3. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION AND IL FENCE ----------------- L 0 - - ------------------------------------------- --- ------------------------ <0- n ---------------------------------------- ----------- -------- SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER. 34592 34587 1 ---------------- ------- 0 n(DIII /Z-//Z/-//Z/-//ZZ E R1 3 4. RAISE ALL STRUCTURES WITHIN THE AREAS TO BE OVERLAID SUCH THAT THE TOP --------------- -------------------- ---------------------------- L)0 -------------------- 4 R5---------- OF THE STRUCTURE EQUALS THE FINISH GRADE OF THE NEW ASPHALT. 2z rlr� /I I EMPTY 10 1937 LU Uj z ---------- 5. COORDINATE THE PROJECT SCHEDULE WITH THE DESIGN TEAM AND OWNER IN T 0 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - ACCORDANCE WITH THE OWNER'S ONGOING ONSITE OPERATIONS. COORDINATE • X A SPHA L T PA RKING DIS -7 - - - - - - - - - - - - - - - - --- -- - T7- - - - - - ---------------- WITH THE CONTRACTOR WORKING ON THE FIELD MAINTENANCE SHOP PROJECT. ---------------- -IU TAPER ---------------- 10' TAPFR 6. ALL PAVING SHALL BE PERFORMED BY A NCDOT APPROVED CONTRACTOR. SCALE I"=20' CURB DOWN CURB DOWN E GEN. Ito— 0 NOR TO FLUSH TO FLUSH COORDINATE WITH NCDOT FOR WORK IN THE RIGHT OF WAY. 2'0' 40 1� 1 7. PROVIDE A SMOOTH TRANSITION BETWEEN NEW PAVEMENT AND EXISTING North Carolina II 0 PAVEMENT/GRAVEL SURFACES. L C-8 -FT OVERLAP OF THE FINAL SURFACE COURSE OVER THE FIRST LIFTState Bureau of 0 -------------- 8. PROVIDE A 1 AC OF ASPHALT AT COLD JOINTS. DO NOT PROVIDE BUTT SEAMS AT COLD JOINTS. 7D t - - - - - - - - - - - - - - - f2, '�-'B-7,-7 �A 46.92 X 336.01 1 4 ---------------- - - 9. ALL ADA RAMPS SHALL HAVE 12:1 MAXIMUM SLOPE FOR MAXIMUM 6-FT LENGTH. Investigations ------------- 33 .07 -,XWHERE CURBING IS 8-INCHES INSTALL 0 RAMP BEYOND 6-FT ADA 18-CAFETERIA" C-81 0 C-805 ------ - 1 UTAPER ------- RAMP TO CATCH GRADE. 1337.46 2 STORY 10, TAPER �s ------- - -- - NNk ------- - / �- I \\ i I on on IIII CURB BRICK 0 0 CURB DOWN DOWN TO 10. THE OWNER WILL HIRE A THIRD-PARTY INSPECTOR FOR PAVING INSPECTIONS. 1A TO FLUSH CORE SAMPLES WILL BE TAKEN IN ASPHALT TO CHECK FOR DENSITY AND A, ----------------- C-805 ------------ ■ FLUSH ---------------- THICKNESS. "9-SBI 8 - --------------- 11. COORDINATE CONCRETE CONTROL AND EXPANSION JOINT LOCATIONS WITH THE 346.97, ----------- ------------ CLASSROOM" zz on N 0 L-A N 0 ---------- i C-805 5 -- - - --- ------------------- 411 L C-805 - ----------------- 1 STORYBRICK IM! I C-805 ENGINEER PRIOR TO CONCRETE PAVING, MOW STRIPS, AND CURBING. PROVIDE LIMITS OF CONSTRUCTION r - A =� � - ADDITIONAL JOINTS AT PENETRATIONS THROUGH CONCRETE. on IIIIonion nip LLL ----------------------- -LLLL 2A L LLLLL LLLL ---------- 12. INSTALL FIBER JOINT FILLER AND CAULK EACH CONCRETE EXPANSION JOINT AND VIA I 1 4 LLLL LLLL CID - - ----------- WHERE CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD C-805 ------------------- r--- -LLLL - - ------------------ - L Ll I I LLL SURFACES. C-805 LLL -L 8 r144.4' < ----------- \C-805/ z ----------------- 13. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALL ::::: 1A .7 - - LL �O5 ------------------ --- -- X ---------- UTILITY SYSTEMS AND STORM SEWERS. p98 L --- 8 421 N HARRINGTON STREET SUITE 700 E ------------- RALEIGH, NORTH CAROLINA 27603 C-80 ------- -- - -------- E5' ------ 48E KEY NOTES 1A ------------ TEL. 919.829.2700 FAX. 919.829.2730 X WWW.LS3P.COM --------------- - CAMER, U, GRASS --- ---------- CONCRETE SIDEWALK POLEAN, ON UTILITY VAULT14 RECREAT #00 RE YPA L- FINSET-A-] AREA E II UPPERL I 4fl III -- 1116 411# rl B FULL OF WA TER TER KEYPAD X COLORED CONCRETE SIDEWALK TIMMONS GROUP III I I I I r----i II I j lALT. 06: PATIO :-- -8'.- 4, ��05 TANK 214" U) II :RING I L iGN I TECHNOLOGY NC LICENSE NUMBER C-1652 (SEE SHEET 8 ONEIII Timmons Group L--------- **4k* 00011111111 ---------J , CX-301) - 805 0 ------------ 0 1111111�GN 00w 0 CONCRETE PAVEMENT 0 ■0 ■Innis x, ;�, i. III Attn: Frank Slinsky, PE ------------ 0 Z ---- -- cn TANK 1 1 1 -I; --- -- 5410 Trinity Road; Suite 102 ------------- ----------- - I III r3A Raleigh, NC 27607 HE -----------R601 5' ---- - -------- 6' = = =E■ . = = = I III 1�:�O5 HEAVY DUTY ASPHALT PAVEMENT Phone: 919.866.4505 101, E c: DII III - .f: - ------------------ Fax: 919.859.5663 81 i- - --- ---------- ---- --------- -7/7 --- ------- 0 FOR REVIEW ONLY - --- ------- N3/7/ ------- --------------- z ------- NOT FOR CONSTRUCTION ALT. 10: - -- ------- --- TO BE CONSTRUCTED AS PART OF E ri LIGHT DUTY ASPHALT PAVEMENT "13" E 'k,111111111j.. (SEE SHEET I STORY 0'-' S cf) CAR BRICK CX-301) "I-mr------------ BI ■LOGISTICS BUILDING PROJECT 4r:7R100 -- -- 0 6" CONCRETE CURB & 18" GUTTER PAN L(c 'D SHO TOWER 8 ----------m----------------------- REFER TO SCO # 22-24611-02B S) ----------- ------- C-805 ---------- cn RD C-805 AI FIII C-805 - ----------------------- 612 I - I cn ACCESSIBLE CURB RAMP O�3�11224 E R60"-- 12 Al- 1A -------- D LIME E �-- Zz�-,, X I)Lk z ---- - ,-�`'- "-I N - -------- i 0 -- - ------------ ---- 1�1� c- -I---1--- 4 ■ somON M C-805 ff III PRE-CAST CONCRETE WHEELSTOP 8 E -------- OPINION S 0 0 0 Now woo 8 III1 IL I 7/;/J 334.4 323.77 1711,� 2 8 6" STAINLESS STEEL BOLLARD COPYRIGHT 2024 ALL RIGHTS RESERVED. PRINTED OR C-806 / I ^• / C-805 - - -------- I U ELECTRONIC DRAWINGS AND DOCUMENTATION MAY VN \ NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN -10 lIllpono No IIIIommn on monno on monno on monno on monno NEI ------------------ r8 C-805 -------------------- ) ♦ I II PERMISSION FROM LS3P ASSOCIATES LTD. ■ -Jo ----- -------------------- ---------- --------------------------------- -- SEAT WALL -- ------------------------------------------------ --------------------- X X 14 1- -SBI GYM,, -- ------------ --------- 3 STORY - ------------ 2 ■- -------------------------------------------------- CD - ---------------- ------------ ----------- "14-SBI GYM" IL BRIT f, r9 GRASS PAVERS 06 -n • 20' -- : --- - - -: -- I Al III �O5 3 STORY 47.8' -12' BRICK ----------- 0 ----------- ------ III IADA RAMP WITH HANDRAILS AND LANDINGS I" _ - m cn ------------- 1A ---- ------------ I I C-806 O C:LOWER PATIO . . . . . ---------- - 10' SETBACK. . -X ---------- - .. . . . - ----------- . . . ---------- IIIBLACK ORNAMENTAL FENCE (8' HEIGHT)N . . . . --- ---------- D7SH 0 0 z - ---------- -- No - - ---------- - - - - - - - - - SOON - ---------- CONCRETE STAIRS WITH HANDRAILS SBI HEADQUARTERS ADDITION - - ---------- - 9 GAS TES T S T21 ---------- - - - - - - - - IL Z - - ------------ - 0 IQ ------------ - -- ------------ -9 UPPER FLOOR FFE: 346.92 ------------ PO IIIr4 A 4�B __FLOOR FFE: 332.92 BLACK PVC COATED FENCE GATE DROP ROD ASSEMBLY C - ----------- -1 ----------- -- ----------- ------------ X• f ---- ----------- ------------ c 7 -- ----------- - ----------- -- 24" ROLL FACE CURB & GUTTER ---------- -------- LM C-805 ---------- III ----24' ------------- - ---------- SEE INSET"A" ------ IF co c:) I I III III 1A ----------- --------- GUTTER PAN WITHOUT CURB C-805 -------I---- IV ---- , ' 1 1 111 III r�- 5' E X I LM 3A --- OD' _ : c 1A • 0 2A I 1 ' i■ 11 6" STAINLESS STEEL PADLOCK REMOVABLE BOLLARDS zC-805 --- III -80 cn C-805 100AK 0 5' 5 0 0 M 8 5' - ' ' ' ■ x o�i�l I I q CAST IN PLACE CONCRETE RETAINING WALL WITH HANDRAILS. 0) 0 140AK • cq I III 1 O .3 < I REFER TO STRUCTURAL DRAWINGS. c\1 C) Y ' �I III > III g cl) is MECHANICAL c z cr < M '681IRD No 0 ONNON 0 0 ININININ RR§ TIFT -1 AC RD -n 7 1 24' >_/- 7- 0 ALT. 08: RD RD 7�//7/- CONCRETE BENCHES. REFER TO ARCHITECTURAL DRAWINGS. F/, 7/7777/77 E 8 0 338.85 344 29 4.27 0 03 -;t c� ---------- (SEE SHEET ■ r- > FLOOR 346.95 ........... - CX-301) • ■ I II I M C4 CD C-805 ............. N3 2ND FLOOR 357 66 > ;U c� r-- C-805 b3 E z 0 N 00 II I M SCREEN WALL AND GATES. REFER TO ARCHITECTURAL & 0 -------------- 4) > "16-OFFICESIDORMS" STRUCTURAL DRAWINGS. cl� 2 STORY 30 1 < P ;UII L F- M X c N, BRICK 03 I D O c 4 ....R20 II Lu LU RD 'T ........... c ----------- BICYCLE RACK C-805 .......... M 0 U C-805 4.6' 34435 34427, _//Z/Z/Z/ -Z .............................. IIL -------------- -- VISITOR PARKING LOTS: III IIILIGHT BOLLARD. REFER TO LANDSCAPING AND ELECTRICAL c:) RD RD RD R40''R20 ----- -- ------- X 0 IL IF No 4� - __ - 17TOTAL SPACES DRAWINGS c\I - - - -■- - - - ------------- co --------------- ---------- ---------- INCLUDING 5 ADA SPAC�S - - - - - - - - - - - - - - - - - - - - - a----------------- cy) co -i EXTERIOR BUILDING STAIRCASE. REFER TO ARCHITECTURAL -------------------------------- 24 ■ DRAWINGS A DATE DESCRIPTION C-809 5 -- x II A --------♦ --------R15-------------------- 10-10-2024 NGDEO STORMWATER 2ND SUBMITTAL I ---4♦--- - ----------- -- .--- 4 ♦ 3-805III rG 5 GENERATOR FOOTINGS. REFER TO STRUCTURAL DRAWINGS ------------------------------ -a------- ---- �C-805,1.............. 00 -- R ---------- ---- - 110 X --------------�/ ---- Aar ---------------- ft X ♦ b B I III - ------------------ II I III ■0 it,160 • R39" R20' C-805 ' I I I I TRAFFIC CONTROL NOTES ONNON on sNons ONNON z4v 1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM •P woo ♦ X ssoo its so TRAFFIC CONTROL DEVICES (MUTCD)AND NCDOT STANDARDS UNLESS 6 ~�■ ' ♦ I �RjII / III OTHERWISE NOTED. ' ♦ C-805 ' ♦ '�00 2. ALL PAVEMENT MARKINGS ON ASPHALT SHALL BE THERMOPLASTIC WITH GLASS I I IIIIII BEADS. s I ■ ' ♦♦ XIII 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 03� III 4. ALL PAVEMENT MARKINGS ON CONCRETE PAVEMENT SHALL BE r - - - - - - - - - IIIIIITHERMOPLASTIC WITH GLASS BEADS WITH THE APPLICATION OF A ONE-PART 000 0 X IIIEPDXY PRIMER SEALER PRIOR TO STRIPING. STRIPING KEY NOTES L x III / III NCDOT STD. WIDTH COLOR 4"WIDE DASHED WHITE PAINT STRIPE 1205.08 4-IN WHITE I III II CIO III �B �T 4"WIDE SOLID WHITE PAINT STRIPE 1205.08 4-IN WHITE SECOND FLOOR ABOVE E E 0 I III III 0 SIGNAGE KEY NOTES r W X- XTO BE CONSTRUCTED AS PART OF X MUTCD I PARKING STALL AND TRAFFIC STRIPE o SBI LOGISTICS BUILDING PROJECT CO/ 4 REFER TO SCO 22-24611-02B ( 5 SHEET NAME: � STOP BAR SITE STAKING 10 ASPHALT L PLAN N DIAGONAL STRIPING (2- O.C.) A \�,� HIGH VISIBILITY CROSSWALK X co ORIG 2024.09.12 00 L,64- GEN 0 SUBMISSION: < N ACCESSIBLE PARKING LAYOUT z c:D PROPANE �A SCALE V=30' ACCESSIBLE PARKING SIGN ■ TA NK �10 NOR z 0 3'0' 60 I III � � I1 SHEET: II C 301 DIS I III ....................... 2 3 4 5 6 1 100% CONSTRUCTION DOCUMENTS L ------------------; i II II II 0I GENERAL NOTES 34� .342.36 344.08 � 3� 0 • 11 I I I I I 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA • I1 I 34 STANDARDS. ' I I I I 6.33I �I I �\\\ =� II I I I � r l x= I "7-ADMINISTRATION/DORMS" -4 / - - \ >\ II I I I I I III 2. EMPLOY A LICENSED SURVEYOR FOR FINAL STAKEOUT AND FINE GRADING. LO U)N I ��Cp 2STORYBRICK I - \\ I I I I I GRADING EQUIPMENT USING GPS IS ACCEPTABLE FOR MASS GRADING ONLY. rI I p�/co w ` \\ II I I I I III 3. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION AND - - - - - - - - - \\\ I II I /pv o FENCE a< SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER. � - �o z I I I u / 345.92��/'345.87 I I I \\ I I I 4. RAISE ALL STRUCTURES WITHIN THE AREAS TO BE OVERLAID SUCH THAT THE TOP ■ O J(J I-//1/1/1/1/1/1�1/1/1/1/11 L� /�1�1/1l1/1/1/11/1/1/1/1/1� I \ II I - Lo L)a I -------------------- l I I OF THE STRUCTURE EQUALS THE FINISH GRADE OF THE NEW ASPHALT. Z w I I �� ; L I EMPTY I \�\ III I III 1 5. COORDINATE THE PROJECT SCHEDULE WITH THE DESIGN TEAM AND OWNER IN .` 1937 LU z _ �ll � I r ° I - - - - - - - - - - - - - - - - - - - - - - - - - r I II I I ACCORDANCE WITH THE OWNER'S ONGOING ONSITE OPERATIONS. COORDINATE • x I - ASPHALTPARKING / 1 I WITH THE CONTRACTOR WORKING ON THE FIELD MAINTENANCE SHOP PROJECT. 6 DIS � - - - - J 1- - - - - - - - - �1 i - - - - - - - _ t i I III 6. ALL PAVING SHALL BE PERFORMED BY A NCDOT APPROVED CONTRACTOR. GEN. I I I I - rI \� I � I I I I COORDINATE WITH NCDOT FOR WORK IN THE RIGHT OF WAY. E North Carolina <i o III III 7 PAVEMENT/SGRAOVEL SURFACES. BETWEEN NEW PAVEMENT AND EXISTING Ip L 0 / C14 N III III 8 PROVIDE A 1-FT OVERLAP OF THE FINAL SURFACE COURSE OVER THE FIRST LIFT State Bureau of = I I I - � Ac I \ II z I I II -I � ��T/T/T/T/T/ I I \\ I / I I OF ASPHALT AT COLD JOINTS. DO NOT PROVIDE BUTT SEAMS AT COLD JOINTS. / - - - - - - - - - - - - J l -� I �AN1,� 1336.01� 346.92 //////////// / ` I I \ \ II II I III II 9. ALL ADA RAMPS SHALL HAVE 12:1 MAXIMUM SLOPE FOR MAXIMUM 6-FT LENGTH. Investigations X I I` 3307 I SIGN ,,I I I I I a TT � WHERE CURBING IS 8-INCHES TALL, INSTALL 3.5-FT OF 5/o RAMP BEYOND 6-FT ADA /� 33 /�� - -I \\ I Iw 8 2STOR�/A w -/I I II\ III I I III I RAMP TO CATCH GRADE. BRICK I ■ ■ ■ ■ ■ ■ 0 0 \ I I I I III I 10. THE OWNER WILL HIRE A THIRD-PARTY INSPECTOR FOR PAVING INSPECTIONS. �- \ I I �' ■ 1 I I CORE SAMPLES WILL BE TAKEN IN ASPHALT TO CHECK FOR DENSITY AND I / , I I \ \ I I ♦ I II I I I I THICKNESS. CLASSROOM" I I \ / 346.97- ■ ■ ■ ■ � ■ ■ I I I I II I 11. COORDINATE CONCRETE CONTROL AND EXPANSION JOINT LOCATIONS WITH THE 1 STORYBRICK o , 1 ♦ ----------- I I I I I I ENGINEER PRIOR TO CONCRETE PAVING, MOW STRIPS, AND CURBING. PROVIDE 6 ■II I I ♦ LIMITS OF CONSTRUCTIONIMUL U'4 I ■ U j II I I I I'\ ADDITIONAL JOINTS AT PENETRATIONS THROUGH CONCRETE. 1 " �` I'/ j ' I I ■ - ON■ on■ MINNIE on■ INEEN ■ ■ ■ ■ ■* I II I III I I 12. INSTALL FIBER JOINT FILLER AND CAULK EACH CONCRETE EXPANSION JOINT AND I I I III I I I I WHERE CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD IQ, I I i I III I SURFACES. 13. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALL III UTILITY SYSTEMS AND STORM SEWERS. I✓//, o I I I I 421 N HARRINGTON STREET SUITE 700 V ' 0 `�"- I III III KEY NOTES RALEIGH, NORTH CAROLINA 27603 M ■ I ■ 90 F ■ '�" t x �- I � I I I III TEL. 919.829.2700 FAX. 919.829.2730 I � - _ _ POLEAND - x x I I I I IL I 1A CONCRETE SIDEWALK WWW �P COM E RD RD s I I II . " i f UTILITY VAULT ; I :•="- �3 0.0 j KEYPAD ■ ■ I I I I C-805 . • 00 FULL OF WATER _ - - - - - ,� I ALT. I ` ■ ♦ I I� III "" = UPPER x ■ ■ � ■ ■ � ■ ■ ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■�► ♦ _ 1B COLORED CONCRETE SIDEWALK ® TIMMONS GROUP x -- -------------------- •II _ KEYPAD COLORED - 1A PATIO /I ■ / ENGINEERING DESIGN TECHNOLOGY III I I TANK I I I 111 II I CONCRETE I ; ' ♦ / ■ III C-805 l' i Y i ii■ I I SIDEWALK ` •: _ C-805 E ` - - - - - - - - - - - - 0 ♦ ♦♦ ,/ p I I 2 NC LICENSE NUMBER C-1652 J II I---+---------- I I I I I I ---�-----------I I I� ■ I I `" V II I---L---------i I Q I li II I .:.•' _ ■ ♦ � i � Timmons Group /� r ■ ■ ■ �GN ■ ■ ■■ �� ■ III C-805 CONCRETE PAVEMENT Attn: Frank Slinsky, PE I - j I ■I ■ Z I 5410 Trinity Road; Suite 102 TANK I ~ I ;;' I - , I -li it ii■ I I I I / I ____ '' I;■ I A =___ _________ _ HEAVY DUTY ASPHALT PAVEMENT -------------------------�I II I I GRASS = = >; _ - - - - - - - - - - - - - - - _ 5 3A Raleigh, NC 27607 DALT. 10 R RD ■ I Y ■- - - - - - - - - I I ■ n I II5 C 805 Faxn919 859 56630 I RECREATION 1 _ `.-; I I ■ ■ _ I I AREA CONCRETE a I I I I O I 3B FOR REVIEW ONLY N �■ I I I z ti�� SIDEWALK ■ I I I LIGHT DUTY ASPHALT PAVEMENT I " II• I I I °•='�- ' ^ -"��. -- w - _ TO BE CONSTRUCTED AS PART OF I ' I c-so5 NOT FOR CONSTRUCTION I „13„ /,{ i I - A y y N ■ I I 1111112 h %%J111111it" 1 STORY / i A a ■ I I ■ I 4 �````•�� CARS BRICK ,� SBI LOGISTICS BUILDING PROJECT I I I III 6" CONCRETE CURB & 18" GUTTER PAN ` p� SHU l TOWER I I I r: ■ REFER TO SCO # 22-24611-02B I I c-so5 oFESsi �GEN,I // R° ■ I I ■ III 5 ACCESSIBLE CURB RAMP 0 3612 - - � cn � I C-805 9 12724 MINE1� / 4 Al- � ��4r - - ■ I -.�a == L C-805 ■ I I �� -6�� I L 6 N61NEE ��• // I I I ■ ■ ■ / �\ ■ m III PRE-CAST CONCRETE WHEELSTOP '•qNC `l�y'�`` 8 ` `-805 ■ ■ ■ ■ ■ ■ ■ 4111111111111 ■ ■ • \\ ■ n I C-805 ��i� S SLl1�s```�� 334.40 �323.77 /T/� ■/ •- / �- I - - - - - - - - - - Lou � ■ `•• --\\�\\ � I III 7 COPYRIGHT/I I 0 6" STAINLESS STEEL BOLLARD UL 2024 ALL RIGHTS RESERVED. PRINTED OR e- • 25' aVN I \ ■ I I (;-8Qrj ELECTRONIC DRAWINGS AND DOCUMENTATION MAY V/ y ■ � ■ ■ MINNIE ■ ■ MINNIE ■ ■ MINNIE ■ ■ MINNIE ■ ■ MINNIE NEI ■ ♦ r NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN ■ i e " _ ` -1 0a. / ■ ♦ ` I II PERMISSION FROM LS3P ASSOCIATES LTD. ' ■ z 1 B I r x x ■I I III III C-805 SEAT WALL "14-SBI GYM" /]I 1 B I I 3 STORY jI ❑ C-805 34' C-805 ■ I III BRI( ■ I ■ U) I I 9 06 III I C-805 GRASS PAVERS LLLL "14 SBI GYM" 3 STORY ■ � BRICK a �� : czn III I 1I 1 ADA RAMP WITH HANDRAILS AND LANDINGS w ■ LOWER PATIO i I III I I C-806 O /-Z/� _ /�/�/�/�� ' I C-05 1$ 0 0 I c�j 10' SETBACK j I i III I I 2 }a r /■ � 1$ : p I III I III III C-806 BLACK ORNAMENTAL FENCE (8' HEIGHT) ■� z z it IIII III m •1 . . .�� + ` I I 3 No = I =-_ SBI HEADQUARTERS ADDITION :�iy GAS TESTSTA iII i III III C-806 CONCRETE STAIRS WITH HANDRAILS � UPPER FLOOR FFE: 346.92 ' oA ■ I I I III III No M • LOWER FLOOR FIFE: 332.92 `♦ �O� ' j I I III III 4A 4B BLACK PVC COATED FENCE GATE DROP ROD ASSEMBLY a C ♦ 1�0 I i t IIII II C-806 c-806 _ � �♦ I ' IIII III 1 fTl • ■ j I I I 24" ROLL FACE CURB & GUTTER m ` I '� I I I II I III c-so9 � _O � � I � � � : , I IIII III • I I I 2 GUTTER PAN WITHOUT CURB CO n I � xI , I IIII III c-so9 }� ' 0 0 0 I , I w � goo __-- ----------- _ _ ■ �O • G ' ' ■ ■ ' I I I III II C-809 6" STAINLESS STEEL PADLOCK REMOVABLE BOLLARDS z 0 1 1 0 . Irrl . """""""""""" xI OWN III III n _ _ ___ ' A CAST IN PLACE CONCRETE RETAINING WALL WITH HANDRAILS. � O ■ • �1 MECHANICAL � ' - _ ;_ a 140AK ■ I a, III III - REFER TO STRUCTURAL DRAWINGS. �_� N O n I o -- 10 _---:""""_"_"""""""""""""""""""__ __18 . � ' �`'�� I I II 0 ca � N ■ ■ � ■ ■ ■ ■ � ■ ■ � .R■ ■ _________ - YARD _ j �j ��T /� R° yy y r ' - -" - "-"-" ' ■ ■ xI z III W W 1I B CONCRETE BENCHES. REFER TO ARCHITECTURAL DRAWINGS. �� N �RD TTTT/// 338.85 /344.29/'//// / 344.27 //��/ R° I OO + � _ 24 _ = 1 D G 1ST FLOOR-346.95 70 ! _ _ _ 13 1 1 / I III o III 2ND FLOOR=35766 D 28' ' - ' _ NCD W 3A _ • o z I C SCREEN WALL AND GATES. REFER TO ARCHITECTURAL & 0 N 00 G, "16-OFFICES/DORMS" N Io r - ' • III = RI I - STRUCTURAL DRAWINGS. 4) 2 STORY m - C-805 - -_ _ • I �' III ~ 1 ti BRICK E: p III D O W W - - - RD R ' 3B ' 1 I I III `J BICYCLE RACK L O I 344.35/ 344.27, / ' _ _ � _ _- _ _ " _ -_ _ " C-805 � � � � �/�/�//� �/�� /�_/_�'/may _ ' LIGHT BOLLARD REFER TO LANDSCAPING AND ELECTRICAL - ♦ VISITOR PARKING LOT I I" I III a a RD RD RD �__ ______________g0._T__ RD - -------- -~ 7 TOTAL ' I I - - - - - - - - ■ �� ■ ■ � ■ ■ � ■ ■� ■ ■ � ■ ■� ` R5' '♦ BASE BID: GRASS E II O a III - DRAWINGS co V N \ I I L- - - - - - - - - - - - - - - - - - - - - - - o 0 0 0 0 0 -4 ♦♦ ALT. KING VISITOR OR PARKING LOT xI I III I cM U J - - - - - - - - - - - - -I i - - - - -I �- - - - - - - - - - - - __ "" I II I '' F EXTERIOR BUILDING STAIRCASE. REFER TO ARCHITECTURAL ♦♦� ■ ■ ' EXPANSION (40 TOTAL PARKING DRAWINGS ♦' ♦♦ ' ■ , SPACES) x I I I I III I A DATE DESCRIPTION I _ ♦' ♦ I I III 10-10-2024 NGDEO STORMWATER 2ND SUBMITTAL �� ♦ ♦♦ ' ♦ I I I I I I III / - GENERATOR FOOTINGS. REFER TO STRUCTURAL DRAWINGS II B ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � _ - =- - - - - � ■ . _ ■■- •• ' ;� .�♦ • ' x I I IIII III TRAFFIC CONTROL NOTES - - - - ■:�■ ■-�� ■ ■ � 0 ♦ .c � ■ ■ � ■ ■ � ■ ■ � ■ ■ ■ ■ � ■ ■ � ■ ■ � ■ ■ � 0 0 0 0 0 ♦ ♦ ' ■ _■■�■ • I I I- I I 1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM ♦♦ ■■ ■■ ■ _ ■■� ♦ ' x I I II / II TRAFFIC CONTROL DEVICES (MUTCD)AND NCDOT STANDARDS UNLESS ♦� �00000 ' ♦ I �I II / III OTHERWISE NOTED. ' ♦ ' : ' 'II III / III 2. ALL PAVEMENT MARKINGS ON ASPHALT SHALL BE THERMOPLASTIC WITH GLASS II BEADS. ♦ .' ♦♦ x I I III III 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. I ___ �� ♦♦' I III pZ III 4. ALL PAVEMENT MARKINGS ON CONCRETE PAVEMENT SHALL BE r - - - _ IIII THERMOPLASTIC WITH GLASS BEADS WITH THE APPLICATION OF A ONE-PART r 000,00000 I III / III EPDXY PRIMER SEALER PRIOR TO STRIPING. x 11I STRIPING KEY NOTES •' x III / III NCDOT STD. WIDTH COLOR I l i IIII III A II o 4"WIDE DASHED WHITE PAINT STRIPE 1205.08 4-IN WHITE - - - - - - - - - - - - - _•__ _ ' I _ 4"WIDE SOLID WHITE PAINT STRIPE 1205.08 4-IN WHITE SECOND FLOOR ABOVE � I � Z ■ ■� 0 Q III III IGNAGE KEY NOTES o x x x x x x- - x x x x x x TO BE CONSTRUCTED AS PART OF ;� Uj x ■ _ _ _ I III III 4 MUTCD co ■ II I 111 C-810 PARKING STALL AND TRAFFIC STRIPE - 0 SBI LOGISTICS BUILDING PROJECT ° REFER TO SCO # 22-24611-02B ' ' I ■ I I i \\\ 5 _ SHEET NAME: j � ■ I � C-810 STOP BAR / I _ SITE STAKING ■ I ASPHALT _ _ _ - - - - - - - - - - I 6 DIAGONAL STRIPING 2' O.C. PLAN - I L A � � I ■ � � - _ � ( ) _ ALTERNATES II / w l �II I 7 HIGH VISIBILITY CROSSWALK ■ I � I = II C-810 ■ ` - - - - - / SIGN I ORIG 2024.09.12 co I GENIr__;IT/ I o II $ SUBMISSION: I ; z z I C-810 ACCESSIBLE PARKING LAYOUT - ■ IC-D I' I I I IIII 9 ' I PROPANE I I SCALE 1"=30' I II C-810 ACCESSIBLE PARKING SIGN ■ TANK I I IIII 0 30' I 60' I III SHEET: MATCHLINE - SEE SHEETS C-302 I III I I I I � III CXNN301 I I III -1 IL .................... I I I I ► II 1 2 3 4 5 6 100% CONSTRUCTION DOCUMENTS L (_"�� ,/ I BRICK GENERAL NOTES . . /�� • - - - - I - - - - - - - - - - - __�/ /� //� I 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA • - - lc - // �/ / i, STANDARDS. U W �� /n - /�■i X= �� \1 1 q( :i L - / ■I0 2. EMPLOY A LICENSED SURVEYOR FOR FINAL STAKEOUT AND FINE GRADING. W=N - - -_ -_ -_ -_ -_ - - - - - -_ - -_ - _ _ \ � �� I GRADING EQUIPMENT USING GPS IS ACCEPTABLE FOR MASS GRADING ONLY. i _ - - - - - - - - - - �� / ��____�= �� 11� 3. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION AND Q a91111111101KM - - - - - - \1�J, I II \ I ��40 SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER.J 11 �oz � i � L_ D�SH SBI HQ (CONSTRUCTED 0 •aui J 1 4. RAISE ALL STRUCTURES WITHIN THE AREAS TO BE OVERLAID SUCH THAT THE TOP / / 1 \ \� I �Mzl IN SBI HEADQUARTERS + OF THE STRUCTURE EQUALS THE FINISH GRADE OF THE NEW ASPHALT. �'�� I I - - - - - - - - -g ■ � RENOVATION AND - - - - - - - - - - - - 1937 W o 1-1 / (__ _/ - — - - - - - - - - - - - - - - - - - - - - - - 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 • • WITH THE CONTRACTOR WORKING ON THE FIELD MAINTENANCE SHOP PROJECT. I • 22-24611-02A) • ASPHALT PA 000 ' 0 6. ALL PAVING SHALL BE PERFORMED BY A NCDOT APPROVED CONTRACTOR. E ` COORDINATE WITH NCDOT FOR WORK IN THE RIGHT OF WAY. North Carolina 7. PROVIDE A SMOOTH TRANSITION BETWEEN NEW PAVEMENT AND EXISTING \ Is 11 / PAVEMENT/GRAVEL SURFACES. State Bureau of - - - - - - - - - - - - - - - - - - - _\ I MATCHLINE SHEET F 1 .CX-302 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. 9. ALL ADA RAMPS SHALL HAVE 12:1 MAXIMUM SLOPE FOR MAXIMUM 6-FT LENGTH. Investigation - r-] 0 0 0 1 WHERE CURBING IS 8-INCHES TALL, INSTALL 3.5-FT OF 5% RAMP BEYOND 6-FT ADA I • 0 H RAMP TO CATCH GRADE. 0 000 0 • . I I o 0 0 Im + 4 10. THE OWNER WILL HIRE A THIRD-PARTY INSPECTOR FOR PAVING INSPECTIONS. 0 '�_F:::� `� n CORE SAMPLES WILL BE TAKEN IN ASPHALT TO CHECK FOR DENSITY AND I I � P 11 • n to THICKNESS. -! 10 11. COORDINATE CONCRETE CONTROL AND EXPANSION JOINT LOCATIONS WITH THE ■ � ■ ■ � ■ ■ � ■ ■ � ■R■ ■ - - AC I — 1 T/T/T/T/T/ j�j' L� ��r— - s RD RD _RD Ir- � 0 ENGINEER PRIOR TO CONCRETE PAVING, MOW STRIPS, AND CURBING. PROVIDE �"RD �� I I I I ////////, /�/ /////// RD O + 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 K IO f SURFACES. / �\ I "16-OFFICES/DORMS" rG ■ C\ / // 2 STORY j I R-, BRICK R I 13. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALL - - I �/ UTILITY SYSTEMS AND STORM SEWERS. 421 N HARRINGTON STREET SUITE 700 _ _ VISITOR PARKING SPACES RALEIGH, NORTH CAROLINA 27603 - � I (4 TOTAL SPACES KEY NOTES TEL. 919.829.2700 FAX. 919.829.2730 ASPHALT PARKING `L111-4,�_ f� �/��//��//111�1� INCLUDING 2 ADA SPACES) WWW.LS3P.COM RD RD RD �__ __g0._T__ R+° ■ ■ ■ /�—� ■ ■ soNIIIIIIIII ■ ■� 1 A OOOINI1 IIIIIIIIIIIIIIIIIIIIIIII I c """""' - - - - - - ■ ■ o 0 0 0 0 0 8 �� CONCRETE SIDEWALK ._ / C6" - - _L � - - - - - - - - - - - - - - - - - - - - - - - - - - - - C-804 ♦♦ •♦ C-804 0 0s■■■i 0 � - - - - - - - - - - - - - - - - - - - - - - - - � I `"_" _.-_:" �I_:.-- i COLORED CONCRETE SIDEWALK TIMMONS GROUP - - - - - k#V �E#�# 5#�#F- ■#�# �#�#��#� ■� �■ p �■ F� FS�7 F■ �♦ : ' •._ _. NG I DESIGN I TECHNOLOGY C 80 — $ 5 ENGINEERING It ♦♦' -�_ ♦♦ C-804 2 NC LICENSE NUMBER C-1652 • C-809 .♦ __; ■ ■ ' • C-804 CONCRETE PAVEMENT Timmons Group ■■ -�" - -__ A. ♦ �♦ • Attn: Frank Slinsky, PE .6 VIL�!■■ r ■ ■ . ' ■ ■ � ■ ■ � ■ ■ ■ � ■ ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ I• ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ ■ ■ � ■ ■ � ■ __-; _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - •_ __ 5410TrinityRoad; Suite102 _ _ _ _ _ i ■ � � � � � � � - - - - 5' =- __� 5' HEAVY DUTY ASPHALT PAVEMENT Raleigh, NC 27607 D ' I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 __ _ R � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � � ■ ■ 4 ♦ �_ C-804 Phone: 919.866.4505 19.859.5663 ■ III C-804 """""" - R35 "-""""" ' ♦♦� 4 C 1 04 - • ■ ■ ■ONose■_ Fax: 9 FOR REVIEW ONLY _"_"_R35' ______________ ♦ 2 > - C-805 *- ■ ■ ■ a 3B LIGHT DUTY ASPHALT PAVEMENT ■ i � J I k ________________ ♦♦ C-804 C-804 7 ■ C-804 NOT FOR CONSTRUCTION I 1 I ` � � ------- -- • 4 C-804 D _.--- ;_ 3 I l%Junuip"J �� Ai I ■ ■ 6 (TYP. I •------ - °-_- C-809 ■ GRAVEL PAVEMENT ``�oQ'�H CAR��I'.,. i ■ � C-804 OF 111) . I.- 2 . o � I -------------- ■ � � r - - - - - . - - - -F. C-805 ,"_�.' ♦ 4 6" CONCRETE CURB & 18" GUTTER PAN � SE L _ I ,I: D ____-I-_- BASE BID: CONCRETE ♦� C-804 0 361 i I -I, SIDEWALK � z 9 121 4 ■ It o 0 0 0 0 0 0 0 0 0 0 I I -"- -------"- FUTURE SBI SBI LOGISTICS d k _ ALT. 06: (SEE SHEET ♦� ♦ ♦ 5 NGINEE ■ o 0 0 0 ■ I • • ACCESSIBLE CURB RAMP �'�� •`� ■ Q ■ _ 3B" _ LOGISTICS _ I•t-.e: r _ ) ♦� C-804 I ' BUILDING _F" - y CX-301 9 ■ 1 � I - I BUILDING PHASE 1 =°1: _ (- fi' .- --:_;=''"_: _ '♦ ��i��s�iN```�. ■ - C-804 ■ ■ I � I ___- ___ I PHASE 2 FIFE: 345.00 __°=� 1A 6 I C-804 PRE-CAST CONCRETE WHEELSTOP COPYRIGHT2024 ALL RIGHTS RESERVED. PRINTED OR ■ I ■ -- I,- 1 ' C-$o4 ELECTRONIC DRAWINGS AND DOCUMENTATION MAY ' I -a._-_/ NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN ■ ' BASE BID: 111 TOTAL PARKING SPACES � I - - -- PERMISSION FROM LS3P ASSOCIATES LTD. -------------- ■ ■ 30-- I - .`-. . " .,- 7 ■ I ALT. 07: (SEE SHEET CX-301) -- - :: --_mt-`, I 6" STAINLESS STEEL BOLLARD 1 ----------- 4 C-804 ■ ' I ■ 3C SECOND FLOOR ABOVE _ - __ . .. ■ . . .. ° ■ C-804 7 - 8 ■ I s=. SEAT WALL I - - - _ C 804 SERVICE AREA C 804 : �_-"� 1 -------- X X X X ■ o000000000000 � I ■ BASE BID: GRAVEL PAVEMENT :, C-804 - 1 ■ B ALT. 09: (SEE SHEET CX-301) 4 ,- ,, C-804 MODULAR BLOCK RETAINING WALL WITH FENCE aI _ r. __ ■� ■ -------------- _. - - - - - - - - No' ■ ■ ---------__- C-804 B 3C C-804 1 " ■ C-804 da I ! I C-so5 10' ORNAMENTAL FENCE ■ I _ '-l-_ x ■ ■ I ' � I 3C ; � 10, I ■� --f 1 ' ■ ' � I ■ ________________________ C-804 4 .''---_` ' ■ I C-806 BLACK BI-FOLD GATES I I I ----- __ ---------------------------- C-804 - � : : I I - x M ■ --------------------------- � R15' 6' I I 24" ROLL FACE CURB &GUTTER C I I _., I C 809 ■ I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ----"-R15 -- ---�---�---�--�--�__�_" -_�__�_" "-"�"-_� _�___" -"_�___" -_�-. --- ■ ■ th ■ -- --- - ------ _- r_I IIIIIIIIIIIIIIIIIIIII i I I ■ ■ � ■ _ - - ■ ■ � ■ ■ � _ I■ � ■ ■ � ■ ■ r ■ ■ 1q 3A =; GENI�__,I 2 GUTTER PAN WITHOUT CURB - - -----------------------------------------------------------------------------------30' _________ - - YP. 3 1 A _ t C-809 ■ --------- ---- ---- ---- ---- ------ - ----- --_- C-804 "-"-"-"-"--------------------------- -"-" C-809 _-_ C-8-- C So4 -_---------------------------------------------------------------------------------------------------------------------- ■ i - --- -----------------------------------------------------------"■ --------R25 ." -"-"-"-"-"-"---- ---------------------- ------------- ------------------------------- ---- - -- ----- ---------------- - _ C-D8 6" STAINLESS STEEL PADLOCK REMOVABLE BOLLARDS -------------- ---.R25'.-.-.-.-.-.-. =.� C 804 I I --------------" . _- - ----_ ----_-_-- PROPANE ■ -- _:9a 13- t i �\�_ �9 1A _" 5 __ -` ■ TANK ■& i ' ---------------------------- _ _> _ _ _ _ o 0 0 0L n - - - s� C-804 -..-__ - ■ ARTIFICIAL TURF OVER 6"#57 STONE WITH UNDERDRAINS. O _ = - . - = - _ _ _ = C 804 - =--- _ __ _ "" __ - SCREEN WALL AND ATE REFER TO ARCHITECTURAL O -------------- _ = " ■ B --- `- _ -___ ----_ = _ - - __-- _ __" _ = i _ - - _ ____________ - STRUCTURAL DRAWINGS. =- - SC GATES. - - = - --- __=_ _ _ 24�` _ - - - � M --- ---- - - - - -- - - - - _ - __ _- _ 3B _ - - - - _ - - - _ ---------------- FUTURE SBI LOG S � C 1 _ — _: __ __.- _-, - _ - _ ■ CANOPY. REFER TO ARCHITECTURAL DRAWINGS N ■ ■ -------------- _ = R4.5 -- - - - -____- --'-- _-_"- - _ - -- -- - - - 5 _ ------------ ■ - _ °" - --= - =- _ 804 " BUILDING PHASE 2 ■ ■ _ -- - --- _ ----------- O N CD _ _ - - __ _ == C-804 o (6 o ---------- __ _ _ N I` - ------------ D U - - o N 00 _ _ _ _ - ~=- - = - - n LIGHT BOLLARD. REFER TO ELECTRICAL DRAWINGS 1 _ ------------ _ - - _ - ------ ■ p _ ■ ------------ 18 - - - - ----------- M � F_ ■ / � -------------- _-° -- - - _ L z L ■ ■ "N,,. m_ _ 1 C� __ " - -- -_ ._ _ _ _ ■ =_ - _ _ \ -------------- - = E C W W __ -- - - - -- -= --= -- - _-- " - - - ____________________ NECK PEDESTAL./ 4 v I c DUAL HEIGHT CARD READER GOOSE Cn L Z � � 1 _ _ - REFER TO ELECTRICAL DRAWINGS - ■ n C 80 4 " -■ 0 / - - - / i — c� w _ = _ _ _ -= _ = -_ _ _ _ = -=_ = = __ _-_=- _ _- __ - _ _ _ - O mI 2) a a 0 (Z) (1) IL / ------------------------i I / ---------- __ - - -- - _ _"'__ STAFF PARKING LOT ____ - :- _ _ _ - _ - _ 4 cn N 0 n � - - N � N - - 4 =_ - _-- --v~ -=-"" ---= 3B -°--- - - - "- " = -- ` ' ---- - -C804 ■ m ■ ■ ♦♦/ -------------------------------=- - --__- _--"" _ (193 TOTAL SPACES INCLUDING _ 24 = = -- ------ ---- - co J i _ - - _ _ ----------- ■ ( - _ - = - - - _ __ _ " 8 ADA SPACES) _ - - ". - - __ _ ----------------------- o___________ - _ _ _ _ _ _ --------""" 4 DATE DESCRIPTION ■ - -"-" _ _ _ C-804 " _ _ ----------- I cn- _ _ -_ _ --- _ - ----------- - - - -- - -- - - - - __ _ _ __ TRAFFIC CONTROL NOTES ■ 10 10 2024 NGDEO STORMWATER 2ND SUBMITTAL ■ - - _ - ■,__ _ _ - _---------- - 18 = _= _ - - 30 cn 1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM ■ STORMWATERCONTROL MEASURE --- ---- _ __ _ _ _ _- _ - -----------_: __ __ _ _ _. -� ■ _ _ _ _ _ __ _ "" ____________ TRAFFIC CONTROL DEVICES (MUTCD)AND NCDOT STANDARDS UNLESS CONSTRUCTED IN SBI HEADQUARTERS -"-"-"-"-3---"-"-"-"- _ - " - - - -"" I70 ( Q ■ _ - _ ----------- O OTHERWISE NOTED. _ -_ _ _ 1 __-_ _ _=__ __ __ __ _ B RENOVATION AND ADDITION PROJECT - = '- "` _ _ - m 2. ALL PAVEMENT MARKINGS ON ASPHALT SHALL BE THERMOPLASTIC WITH GLASS ■ I _ _ __ _ _ _ __ BEADS. REFERT 22-24 11- 2A - - = - -"-" c-so4 "-"- • --_. _ _ _ _ _ _ \ O SCO # G O -_ _ r = _ _= ±= _ __" -_- : "-"" _ - __ 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS \ _ _ _ - - --- = - _ -- __ - -__ _ ■ -------------- - - -_ _=-_- - _ -_ "-_ _ -_ ______"" = =- - "_ _= , ___ ___ `-; _ ___ _ _ ■ 4. ALL PAVEMENT MARKINGS ON CONCRETE PAVEMENT SHALL BE - -" " - - = \ °- - _ - - _ = =° - - PART 3B _ \ = ----------- - --- _ HE APPLICATION OF A ONE -PART 4 -` 24 "--_ C 804 =_= _ THERMOPLASTIC WITH GLASS BEADS WITH T \ `��j/ i -"---__ _-_ __ _ "_:_" _- _" _ - - . - _ _ _ _ - _ EPDXY PRIMER SEALER PRIOR TO STRIPING. -_ _. - .__ - _ _ _- - _ - - ♦1 `gyp\ \ - -- - - _- - _ - - - _ - - - _ - - -_ -\ __ - = - -- -- ■o - - --- - "__ - - - - - - -- \ o \ _ STRIPING KEY NOTES \ ♦ ti ___ 18 _ __ _ "" - --- --- -- -- -_ , S \ - _ - ----------- - - ---- _= - �1 ♦ ■ - _ - - - NCDOT STD. WIDTH COLOR - - - - \ ----------- - - ------------- A �/ - = _ - == ____ - -= __ -- \♦♦\ ♦♦ O ---------------------- - =- _ "- - _ _I _"-_ - _ - -_ ------------ 4"WIDE DASHED WHITE PAINT STRIPE 1205.08 4-IN WHITE ♦ ----------------------- _ _ - - - - -" - ♦ ti \ - - "\ ♦ --= _-- - -- - -" ' -" " -- -----R25' -- \ QA \ R25 - - - _ -------------- - - B 1205.08 4-IN WHITE � """""""""""""""""""""""""- ------- ------- --------------- -"-" --------------------------------------------------- - 4 WIDE SOLID WHITE PAINT STRIPE `♦\ `♦O��\ \ I -- - --- ----- -"- -- R4.5 - \♦ ♦ C'�. ■ -"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"- -"- 3A - \�� ` \ \ I ------------- ♦♦ \ -- -- -- - - --- \ R55' -"-" -" R4.5' ___________ ______________________________________________________________________________________________________________________ _-__ 1 - \ ��. � / I _ - - - _ " _ _ _ R25 _ _ _ __-- ---: _ _ _ ____ - = `- _ - 805 L - ACCESSIBLE PARKING SIGN __g�-- C 806 +.1 IN4, ** � � •• - - ----"- �' ` 6' I 4 PARKING STALL AND TRAFFIC STRIPE - Sg 8♦ ♦♦ .♦' X X X X X X X -- X X C-809 5 STOP BAR - 1F A ■ ■ 1► ----------------------------"- C-804 SCALE 1"=30' C-809 \ (f� - -I- ---�N IIIIIIIIIIIIIIIIIIIIIIIII ■ 00 SHEET NAME: --- N `.,`;`,\ �4# _-_-_- ■ z 0 30' 60' 6 DIAGONAL STRIPING (2' O.c.) - SITE STAKING C-809 ► 7 PLAN ``` ``\�`` - C-804 - ■ 7 A 1 _____________"_-_-_- ■ ACCESSIBLE PARKING LAYOUT - 30' _ \ \♦ C-805 - I - _-_- -"-_ ` 1 3A ■ ♦ - C-812 ORIG 2024.09.12 LIMITS OF CONSTRUCTION - SBI LOGISTICS PROJECT C-804 ` \� ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ I• ■ ■ ----------- ;� � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � SUBMISSION: "` "" — \ ----- i 1,`,`.` " \ `\ NC RAILROADCOMPANY'�� \ _ _ — — — — — -----------------'--___ R40.5 - DB 00, PG. 00 ' ; --------- - -- ------------------------------------— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RE1D0447149 _ _ - - - _ _ _ - - _ - - --- -_- - ---- ---- - - - - - - - - - - - - - - - - - - - - - - - - �— _ — _ _ — — — — — P1N1702913322 _ _ _— __ _— _ - = _ _ _ - - - - - `��`�` X \" — — i■ ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ ! 1• ■ ■ � ■ ■ � ■ ■ 0HAMMONDRDBLIC RAN _ �OH�� _ - - - = = _ - - 1 4 4C=301 ` — — — E.�TRUON RD. U� - _ C-804 C-804 OH (B.H.M.2, PG.78 1 1 2 1 3 1 4 1 5 1 6 1100% CONSTRUCTION DOCUMENTS L BRICK GENERAL NOTES • 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA • STANDARDS. U W /�\ /n ■I X= �� ,\ ■I 2. EMPLOY A LICENSED SURVEYOR FOR FINAL STAKEOUT AND FINE GRADING. W N — — —_ —_ — —_ — _ \ \ GRADING EQUIPMENT USING GPS IS ACCEPTABLE FOR MASS GRADING ONLY. LU i _ — — — — — — — — — — \ \ / ____�= I� 3. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION AND Q a — — — — — — \1�J, I II \ I ■� SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER. J 1 o z i \ L D�SH ■� SBI HQ (CONSTRUCTED • a J ; 4. RAISE ALL STRUCTURES WITHIN THE AREAS TO BE OVERLAID SUCH THAT THE TOP \� I ■ ■ IN SBI HEADQUARTERS + OF THE STRUCTURE EQUALS THE FINISH GRADE OF THE NEW ASPHALT. .i L)0(D - - - - - - - - -go RENOVATION AND - - - - - - - - - - - - 1937 W o / (� �/ — — — — — — — — — — — — — — — — — — — — — — — — 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 • • WITH THE CONTRACTOR WORKING ON THE FIELD MAINTENANCE SHOP PROJECT. I • 22-24611-02A) • ASPHALT PA \ 6. ALL PAVING SHALL BE PERFORMED BY A NCDOT APPROVED CONTRACTOR. \ \ ' E ` COORDINATE WITH NCDOT FOR WORK IN THE RIGHT OF WAY. North Carolina 7. PROVIDE A SMOOTH TRANSITION BETWEEN NEW PAVEMENT AND EXISTING PAVEMENT/GRAVEL SURFACES. State Bureau of — — — — — — — — — — — — — — — — — — — \ I MATCHLINE SHEET CX-302 g 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. 9. ALL ADA RAMPS SHALL HAVE 12:1 MAXIMUM SLOPE FOR MAXIMUM 6-FT LENGTH.rg� Investigation 0 0 0 WHERE CURBING IS 8-INCHES TALL, INSTALL 3.5-FT OF 5% RAMP BEYOND 6-FT ADA I • 0 RAMP TO CATCH GRADE. \ \ \ \ \ • \ I I o o Im 10. THE OWNER WILL HIRE A THIRD-PARTY INSPECTOR FOR PAVING INSPECTIONS. \ n CORE SAMPLES WILL BE TAKEN IN ASPHALT TO CHECK FOR DENSITY AND • n Io THICKNESS. -! 10 11. COORDINATE CONCRETE CONTROL AND EXPANSION JOINT LOCATIONS WITH THE ■ ■ ■ � ■ ■ � ■ ■ � ■R■ ■ • � AC — 1 \ �� T s RD RD _RD I� ENGINEER PRIOR TO CONCRETE PAVING, MOW STRIPS, AND CURBING. PROVIDE D //// �i•�� /////// IIIIIVRD �O + f ADDITIONAL JOINTS AT PENETRATIONS THROUGH CONCRETE. 1X 12. INSTALL FIBER JOINT FILLER AND CAULK EACH CONCRETE EXPANSION JOINT AND — — — — — — — — — — — — — — — — — — — — — — — — — I W I WHERE CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD / f / \ I "16 OFFICES/DORMS" I G ■ 2 STORY r0 SURFACES. \ I ' -RD„ BRICK R 13. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALL — — — — — _ — — — \/ �,Z4UTILITY SYSTEMS AND STORM SEWERS. 421 N HARRINGTON STREET SUITE 700 ASPHAL T PARK/NG \ ,d RALEIGH, NORTH CAROLINA 27603 KEY NOTES TEL. 919.829.2700 FAX. 919.829.2730 �111/_L/�y� WWW.LS3P.COM RD RD RD RD L- ■ ■ ■ �� ■ ■ ■ ■� 1 A — - - - - - - - - - - - - - - - - - - - - - - - —■ ■_ ■ �� - - - - ♦•��1♦ ♦ C-804 �s■■■i - - - - - - - - - - - - - - J o 0 0 0 0 0 ♦ CONCRETE SIDEWALK _ _ _ / I I I _ _ _ _ _ _ _ _ �• ♦' ♦♦ ■ C-804 COLORED CONCRETE SIDEWALK T I M M O N S GROUP ■� ■ �■ �■ �• ENGINEERING I DESIGN I TECHNOLOGY ••' ♦ ♦♦ ' 2 NC LICENSE NUMBER C-1652 • •• ♦``• ■Iwo* ' ■ C-804 CONCRETE PAVEMENT ♦ Timmons Group • ■ ■ � ■ ■ ■ ■ � ■ ■ ■ ■ � ■ ■ � ■ ■ ■ ■ � ■ ■ � ■ ■ mom � � •• ♦ ♦ �♦ • Attn: FrankSlinsky, PE �!— — — — — — — — — — ♦F 5410 Trinity Road; Suite 102 i � � ♦ Rae■ HEAVY DUTY ASPHALT PAVEMENT 9D ' I I ■ ■ ■ ■ ■ ♦ ♦♦ •••_ ■ ■ — ■ ■ — ■ ■ — ■ ■ — ■ ■ — ■ ■ — ■ ■ — ■ ■ � ■ ■ � o 0 0 0 0 0 ♦ Fax: 919159.564505 ♦ ■ • _•■ Fax: 919.859.5663 ■ ♦ ' ♦ •• ■ ■ 00000. 3B FOR REVIEW ONLY ■ , I • ••� ■ LIGHT DUTY ASPHALT PAVEMENT I ■ ■ •'• �� C-804 NOT FOR CONSTRUCTION ■ ' ,••� ■ 3C GRAVEL PAVEMENT �.�` .'�N'CARO��'��, I ■ ■ 3C BASE BID: CONCRETE ■ ♦♦ C-804 p ESS/ / .� ■ �. ' C-804 6 CONCRETE CURB & 18 GUTTER PAN ■ fl I ISIDEWALK ■ r — — — — — � � I ALT. 06: COLORED � � SE L I ■ : I CONCRETE SIDEWALK • •• 92%1 � FUTURE SBI SBI LOGISTICS i _ •�• 5 '''�.p FNGINEE� ��•` ■ ■ I LOGISTICS BUILDING I C-804 ACCESSIBLE CURB RAMP %,q,� �y,`��• I I00000S . ■ 1 �: I BUILDING PHASE 1 I ii��#S S��N ■ ■ ■ ' PHASE 2 FIFE: 345.00 16 6 TEMPORARY CAR STORAGE LOT: I C-804 PRE-CAST CONCRETE WHEELSTOP COPYRIGHT2024 ALL RIGHTS RESERVED. PRINTED OR ■ I . C-$o4 ELECTRONIC DRAWINGS AND DOCUMENTATION MAY ' ' ■ BASE BID: GRASS (111 TOTAL ■ I NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN ■ ■ PARKING SPACES) � � � � � � � � � � � � PERMISSION FROM LS3P ASSOCIATES LTD. ■ 1 � 7 ■ I ALT. 07: GRAVEL PARKING LOT I 6" STAINLESS STEEL BOLLARD C-804 111 TOTAL PARKING SPACES SECOND FLOOR ABOVE ■ ■ I 1 $ SEAT WALL ■ 1 _ , o I ■ ■ SERVICE AREA C-804 ' BASE BID: GRAVEL PAVEMENT — x x x — x 1 ■ ■ ■ 1 I ■ ALT. 09: CONCRETE PAVEMENT /J 1 9 MODULAR BLOCK RETAINING WALL WITH FENCE ■ ■ ' �: I o C-804 ■ENEM 1 . 0 2 ■ 1 ■ ■ C-804 ■ I 1 10' ORNAMENTAL FENCE ■ ■ 3C I I I 1 x ■ C-805 1 ■ ' C-804 I I ■� BLACK BI-FOLD GATES ' 1 � I 1 ■ C-806 ■ I . I 1 Cj ' ' � ■ � ■ I C-809 24" ROLL FACE CURB &GUTTER th ■ GENI=I GUTTER PAN WITHOUT CURB I C-809 ' ' ■ ■EMEN ■ ■ ' I PROPANE C_809 6" STAINLESS STEEL PADLOCK REMOVABLE BOLLARDS �/� ' ' � � ■ TANK ■`/�♦ ■ o 0 0 0 0 0 0 ■ A ARTIFICIAL TURF OVER 6"#57 STONE WITH UNDERDRAINS. � I O ■ ' ■ B SCREEN WALL AND GATES. REFER TO ARCHITECTURAL & O coD ■ ■ - STRUCTURAL DRAWINGS. J CV CD FUTURE SBI LOGISTICS I C r N ' 0 BUILDING PHASE 2 ■ CANOPY. REFER TO ARCHITECTURAL DRAWINGS _ C-0 N ■ ■ ■ � � c%� L ' ■ I O (0 (0 N CD N I` ■ 0 D LIGHT BOLLARD. REFER TO ELECTRICAL DRAWINGS N ao ■ ■ ■ z I L L ■ ■ � 0- _ 1 ♦A N 0 U w \ — \ I E DUAL HEIGHT CARD READER GOOSENECK PEDESTAL. �/� L z W ' ' ■ I - REFER TO ELECTRICAL DRAWINGS (6 0 0 ' o mI � .� a O IL a z N STAFF PARKING LOT I W N CD o N ■ ' I 1 193 TOTAL SPACES INCLUDING ■ — z M 0f U) J ■ ■ ( I 8 ADA SPACES) o I ■ I � TRAFFIC CONTROL NOTES 4 DATE DESCRIPTION 1 ■ — 10-10-2024 NGDEO STORMWATER 2ND SUBMITTAL ■ I ' ■ U) 1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM ■ I STORMWATER CONTROL MEASURE � TRAFFIC CONTROL DEVICES (MUTCD)AND NCDOT STANDARDS UNLESS 1 (CONSTRUCTED IN SBI HEADQUARTERS : I p OTHERWISE NOTED. ' \ ■ m 2. ALL PAVEMENT MARKINGS ON ASPHALT SHALL BE THERMOPLASTIC WITH GLASS B \ �� RENOVATION AND ADDITION PROJECT ' ■ � BEADS. \ \ REFER TO SCO # 22-24611-02A) I I 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS I \ ' \ ■ AND THE PROJECT SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. ■ \ I ■ 4. ALL PAVEMENT MARKINGS ON CONCRETE PAVEMENT SHALL BE �\ \ ' THERMOPLASTIC WITH GLASS BEADS WITH THE APPLICATION OF A ONE-PART \ `14, \ I EPDXY PRIMER SEALER PRIOR TO STRIPING. STRIPING KEY NOTES �♦ ■ I NCDOT STD. WIDTH COLOR \♦1\ ♦♦ �Oti \ ■ A 4"WIDE DASHED WHITE PAINT STRIPE 1205.08 4-IN WHITE 4I .S, \ I , B 1205.08 4-IN WHITE 4"WIDE SOLID WHITE PAINT STRIPE ■ ♦\` ♦♦ \ \ I ' SIGNAGE KEY NOTES I \ MUTCD \� ` \ ■ C-809 ACCESSIBLE PARKING SIGN ♦♦ \ sss�Q♦ `1♦ ♦' X X X X X X X $ $ X X C 809 PARKING STALL AND TRAFFIC STRIPE - 70 5 STOP BAR - + Q � SCALE 1"=30' SHEET NAME: DIAGONAL STRIPING (2' o.c.> SITE STAKING PLAN ♦♦ z 0 30' 60' C-809 �► ALTERNATES A - ��:'`. ��`��`� C-809 ACCESSIBLE PARKING LAYOUT ORIG 2024.09.12 LIMITS OF CONSTRUCTION - SBI LOGISTICS PROJECT \ ■ ■ ■ ■ ■ ■ � ■ ■ � ■ ■ IN ■ � ■ ■ ■ ■ — ■ ■ — ■ ■ — ■ ■ MINES MA * SUBMISSION: ` _ -■-=mN ■ ■ IN ■ NC RAILROAD COMPANY' DB 00, PG. 00 — _ �- ■ RE1D0447149 _ _ _ _ — = = - - - - - - - - - - - - - - - - - - - - - - - - — — — — — P1N1702913322 �— _— _- - - = = = - - - - - - - - - � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � SHEET: — — — _ OHAMMONDRD _ �_ OH _ _ - - = = _ — E. TRYONRD. CXNE30 ` — — - - - — \ " U— � — _ — _ - - o c . . H - - - - .2, 8 1 2 3 4 1 5 6 100% CONSTRUCTION DOCUMENTS L