The URL can be used to link to this page

Home My WebLink AboutSW5240601_Plansheet - Grading/Drainage Plan_20240617 - --- _ Irk \\\\ \\� -s�� `\ \\ �r I I I II I I NOTES >_ II I / 0, / \CA UCP \\\ =345.18346.02 4.08 44.07 /342.74 EXYDI UC i I 1 I III III 1. ALL CONSTRUC TION SHALL COMPLY WITH ALL APPLICABLE STATE& LOCAL CODES,AND OSHA RIM=342.35 A TV\ -343.08 X STANDARDS.> 346.33 1N�340.10 "Iw / _ OUT=34 -00 \ �� I \ \ I I 2. THE CONTRACTOR SHALL NOT COMMENCE WITH LAND DISTURBANCE UNTIL PERIMETER EROSION w \ r DMINISTRATION/DORMS" - - IIII ' \ W)U)N \ \ v 2 STORYBRICK w \\ \ I I I III CONTROL DEVICES ARE INSTALLED. REFER TO EROSION CONTROL DRAWINGS AND SPECIFICATIONS. > w \ I I C� /�� -UCATV �v� ' \\ 12'4CP I I \ 1 \ I / / J I II I I I 1 FOLLOW EROSION CONTROL PLAN DURING SEQUENCE OF GRADING AND ADD/ADJUST EROSION m Q a /L FENCE \ rt I I - ®- - - -o- \ I I \ I ` ` _ , / I / l� X �' I I CONTROL MEASURES AS NECESSARYTO CONTROL SEDIMENT AND EROSION. I- 12"RCP /h I \ ,, I I /� \ DEPARTMENT OF PUBLIC SAFETY zz< 345 I I \ i/ 1 / / I I 0 0 \\ I I I \LJ // 92 // 345.87, ////// // I ' I \ �\ /�� \ I \ I / o I \ I 3. COORDINATE THE PROJECT SCHEDULE WITH SBI (OWNER),ARCHITECT(LS3P),TIMMONS GROUP _ - L/ 11 Ll ��E/L!LlLlL1l1�L�L� /Z �/1�/1� I� �/ I \ ` 1 / I I (CIVIL ENGINEER),AND CONTRACTOR WORKING ON THE ADJACENT PARCEL. MAINTAIN TRAFFIC CO 0 o ` I _ - - '� -\-------�^ -1 �l 3 II \ �� \ I FLOW AND DO NOT DISTURB OPERATIONS ADJACENT FACILITIES. CENTRAL ENGINEERING z z \ / I I - , \ �� - / IIIIIII� \ 4? \ \ I I __ �EMPTY \ I 1 I \ \ \ \ w z - _ �_` \ - _ _-z AN�� I- I I I \ - - _ \ I x ,II I 4. OBTAIN OWNERS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM, OFF-HOUR, OR - I - J - - - - - - - J - - - - - -� - - - j ASPHALTPARK/NG 8"CMP EX II - - - - - ` _ _ / I I TEMPORARY UTILITY SHUT-DOWNS OR DISRUPTIONS. Plan * Design n • Construct DIS x Ii - ` V // \ YDl \ \ \ 1 / I I g - _ i i ,./- 5. DISPOSE OFF-SITE WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL 8"VCP \ \ / - RIM=345.21 I I I I / I I 11�TV / \ �I =J- ✓ ` \ -- -34> _ _ 1 I i i_ \ \ Y \\\ 1N=343.76 I I / \\ \ \ \ I / I I IIII APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS. IF THE SAME PERSON 1_I_ _ _ / GEN. - - Ir I EXYDI I \ OUT=343.21 \ // I x I 1 I I I I I CONDUCTS THE LAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY,THE N C Department ' I - - I \ / - I RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBING ACTIVITY. IF THE BORROW E o ,'I I GPI J,� - - - EX \ \ \ I r - RIM=342.52 I I I� - -I _ - _ ( - - 1` \\ / / N rn III I III OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON,THEY SHALL BE CONSIDERED of Public Safety Y� /I I v OUT=341.16 L - \ - ./ RIdO_a3671 \ I / / -340- I i - - - -I - - T \ \\\ I I� -I \ \ / / N I N I I I I SEPARATE LAND DISTURBING ACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENT - J OUT(SE)-335.51 W 1 AC ' I 1 �� \ II I \ \ / C _7 / I z I I I I I III POLLUTION CONTROL ACT. / C - J ` - \\\-,, 339_ I /o, J ��/�T/T/ / I \ \\ _ - - - - - - - - i/ it \ / x i ' I II / I III 6. REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE AND/OR OFFSITE)AT NO - - - - - - - - - //////////// T EXPENSE TO THE OWNER. - -X \\ \ \ _ - - \I �AN i 336.01///i 346.92 / ' I III III ` I S/GN Ii \ I I I I I I 1 I I -336.07 /�, I I "��^^�� y I I II _ _ _ - - - - - - - - ,, \ I I I I I 7. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN ACCORDANCE WITH Tf 18"VC� I I\ w 8-CAFETERIA" ,/" I I r \ - \ \ / I I I I I NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED BYTHE NCDEQAND THE CIVIL ENGINEER. 337.46 \ r w 2 STORY w \ _ - - - ' _ - - 11 rn 6"CLAY ■ ■ � ) \ --aU7 \ I I I I I I I� � -\ -Y, - - o BRICK rn I 1 _ - J 1 I I I 8. FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES FOLLOWING SITE \ ---; \ _1\ ?08. I I J1 � EX ■ -- 0 0 \ 1 \, X I I 1 /J STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSH OUT PIPES AS NEEDED THROUGHOUT ♦I \ N \ I RIM=344.76 / 1- - I I I I I / I CONSTRUCTION TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. C� '9T[, � � � I OUT=343.86 / I I I \ - - ` \ 1/1/11/ 346.97 ■ ■ ■ - ■ ■ �- 9. IN DISTURBED AREAS,AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3 INCHES OF IMPORTED AND CLASSROOM" TESTED TOPSOIL THAT MEET THE SPECIFICATIONS.SUBMIT DOCUMENTATION ON THE PROPERTIES \ 1 STORY BRICK o , 1 ♦♦ \ / / LIMITS 0 ■ ` I L ■ \ I X I I I I I 1/ I OF IMPORTED TOPSOIL FOR REVIEW. EXISTING TOPSOIL MAY BE USED IF PROPERLY SCREENED AND ■ ■ ■ - MITS OF CONSTRUCTIONI■ Ln L_ LLL I , 1 0 0 I I I I I AMENDED. REFER TO PLANTING SPECIFICATIONS. ■ ■ �`imimmin ■ ■ ionoo ■\�mmInni ■ ■ �• \ LL LL L LL LL LLLLLLLLL , I V 1 I III I II III 10. REMOVE ALL STONES,VEGETATION,AND DEBRIS LARGER THAN 1.5"WITHIN TOP 5" OF FINISH GRADE L-\LL� L_L_ L L L L L L L L L L ■ ucAT - -UCATV- _ - - III I I III SURFACE. 0 LLL .� LL w L_L_�L_ L L LLLLLLLL L_ �- �r -UCATV- - - - - �- I \ 1 -UCA TV- - - - 11. CONTACT OWNER AND CIVIL ENGINEER FOR AN INSPECTION OF FINISH GRADE AND SLOPES PRIOR TO L-L_L- L-L-L_ L-L-L�L- L_ L L-L-L_ LLL LL / 1 \ -UCATV-�- - - J I I 434 FAYETTEVILLE STREET SUITE 1700 LL 1 I / I I PERMANENT SEEDING. OWNER/CIVIL ENGINEER MUST APPROVE FINISH GRADES PRIOR TO SEEDING. � I ` \ / / I 1 _I I III RALEIGH, NORTH CAROLINA 27601 ■ I \ \ 1 III 12. ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%. TEL. 919.829.2700 FAX. 919.829.2730 10WIF ` \ \ 1 1 I I I 13. ALL ADA RAMPS SHALL HAVE 12:1 MAXIMUM SLOPE FOR MAXIMUM 6-FT LENGTH. WWW.LS3P.COM _ 1 I ' I X X X X X X I I I I 14. ALL ADA PARKING SPACES ANS STRIPED AREAS SHALL NOT EXCEED 2%SLOPE IN ANY DIRECTION. '/, / ■ I ' \ \I 343 , I \ CAMERA \ \ / X X X X X i 1 II \ ♦ 15. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO CROSSING UTILITIES AS 1 I ♦ POLEAND / 4 I INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 3 GRASS - I \ \ I■ ■ - - - - IUTILITYVAULT ' `�,� �/ ` \ � \ . � _ R EATION I \ I 350.03 I 1 I KEYPAD RIM=342 03 I III _FULL OF WATER \ I \ )� '� \ \ � 16. ALL PVC PIPING SHALL BE SCHEDULE 40 THICKNESS. USE DUCTILE IRON WHEN COVER IS LESS THAN - - - - > . I I -� \ ` ' ` OUT(SW)=34D.03 T I M M O N S GROUP - - - - o I YDI _ / -Xr=� _ _-= _--I -`_ - l/ ■ \ I I AREA,, I C-811 -- 1 I 1 ♦ KEYPAD X ■ ■ ■ ■ �■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■♦ \ : / /l /�{e\II III 24-IN.ADD ADAPTERS AS NECESSARYTO CONNECT SMALLER TO LARGER PIPES. \ , ■ `Y-` _ ENGINEERING I DESIGN I TECHNOLOGY \i i i i i ' I \ / l /. \ l TOC=342.87 / // ■ III 17. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.ADD ADAPTERS AS NECESSARY TO CONNECT NC LICENSE NUMBER C-1652 M=330.39 - i TANK i ' 1 I 1 \ \ 1 \ \ �Gly` // / T=327.05 I ; �' 1 0 o I o a m UPPER / o - - - - - FRENCH \ lN(NE)=339.75 ♦ / , I O SMALLER TO LARGER PIPES. Timmons Group / n i --- --------- i I 1 \ ♦ - DRAIN- - OUT S=339.65 \ / __� i, I 1 \ 1 O - / �/ ' III 18. INSTALL ADDITIONAL DRAINAGE SWALES IF DIRECTED BY THE CIVIL ENGINEER. LOCALIZED Attn: Frank Slinsky, PE lk kI �_ I rn ■ M 1 • 1 I PATIO - I ■ ■ �� /�/ I \ /i,` ■ ■ ■/ // / _j ■ I I DEPRESSIONS AT DROP INLETS SHALL NOT EXCEED 10:1 SLOPE 5410 Trinity Road; Suite 102 II Ct ' �'~ I M I ■ I M `' 8 / 15" CP 71ANK ; ,, _ M M D6 I rn d I'/ I 1 \ \ - _ /, j\ ■ z Raleigh, NC 27607 I I I I I / / 19. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALL UTILITY SYSTEMS, -81 1 M c I. /" o // \� I III Phone: 919.866.4505 RIM=331.32 I 1 •- °D r � 3 ��, I ■ I �_- I - - - - - - - - - - - - - -� - - - - - - - - - - ,� �� STORM SEWERS,AND THE STORM WATER CONTROL MEASURE (WETPOND SCM). REFER TO AS-BUILT �_ '-----' 1 / II 1 Lp 1 - - - _ _ _ _ - _ - - _ _ _ _ _ _ _ �_- - I � Fax: 919.859.5663 _ / _-- , -� I I O I 1 1 r cm R C-811 R C4 81 I ` _ - _ 1 c, C I I SURVEY REQUIREMENTS SHOWN ON THE DETAIL DRAWING. D - - _ _ 1T r J I ■I I INS=329.52 ' I - - TOC= 42.68 \\ ■ , ( ) 1 _ - _ 20. EXISTING MANHOLES,VALVE BOXES,VAULTS, CLEANOUTS, UTILITY POLES ETC.TO REMAIN WITHIN FOR REVIEW ONLY OUT(W)=325.42 8 II I I I - lN(N)=339.90-1 RCP \\ ■ i�I w�TJ�fJ JJJ�J I I r D5 °m° , w c / I I / OUT(S)=339.40-1 "RCPI \\ O I THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION PROPERTY WITH THE PROPOSED NOT FOR CONSTRUCTION 18'RCP ^' ///�//// 1 C-811 , I C I / I z 1 \ I I V I 1 I 1 m > o I III FINISHED GRADES(WHETHER OR NOT INDICATED TO BE MODIFIED). ,,��ui�t��ii��i 1\ I \ CO "13" I \ I I I r` / Y A ` o \� I I /` - �I ■1 pip / e 21. REFER STORM SEWER SCHEDULE ON DRAWING C-701. �� N CAROB ISTORY I I I m / a �� o �v 1 cr - BRICK 1 I m ', �, 1 M.' M cP I I _ - - /�I 11 ' I ■ r / } 22. FOR 6" CURB,TOP OF GRATE IS 8" BELOW TOP OF CURB/HOOD � �� OFESS/p /y-9�� I I - - - - II SHOT TOWER \ I I I = (/ z _ ' ff =x \ G / 23. THERE ARE NO FLOODPLAINS ON THE PROPERTY PER FIRM MAP NUMBERS 3720170200K, = /FIN1 1 m / I I I ■ I \ TO,E=342.77 1 // I I / I III 3720171200K. = SEAL 6"SAN c� 1 \ORo RD 11/ - - - - -- IN(N)=339.26 1 // / ■ I 033612 _345 - // _ _ / I ■ n \ II 24. THERE IS NO SAFETY FENCING IN THE CONTRACT.THE CONTRACTOR MAY CHOOSE TO INSTALL - - - - - - - - - - - - - - - - - OUT(S)_339.25 I (n I / I - - - - - _ - - _ �- - - \ SAFETY FENCING AS DICTATED BY MEANS AND METHODS AND TO PROTECT EQUIPMENT, HOWEVER : .c►'f Fj�G _' -81 0 \ I 1 T - - _ - - - - - - -= _ - �_ - - =_ _�_ _ \ I ' / III THERE WILL BE NO ADDITIONAL PAYMENT FOR SAFETY FENCING. '.�� ,9 INE �``7 --rt---- ----- r - 1 / I I / \ 11 y - UGT - UGT UGT UGT , \\\ \ \ / � 18'RCP I u i 32 I 1 > I UG LAN ,- / o ' I I I \ \ I \\ \\ ■ C_ ` I 25. STORM SEWER PIPES WITH GREATER THAN 20-FT DEPTH OF COVER SHALL BE CLASS IV RCP. �bi�� eo (// \ \ 7R.w $ W C 811 D2 8 W `' J /I � O, I 1I 1 I ■ ■ ■ �y \ \ \ \ ■00111111110 ■ ■ PEW • \\ \ �\ ■ \ I I 26. REFER TO SHEET L-101 FOR PERMANENT GRASS SEEDING SCHEDULE. ENSURE GRADES AND SITE ARE /323.77\/ 32 I AI, / GP / G I 11 JG �- ) I _ I \ \ ■ I \ \�� \ 1 I READY FOR PERMANENT SEEDING BY THE DATES SHOWN. EX 334.40 / ■ I C I 332 / m TWINL - �I \ - - - ♦- - - - 1 I \ \ 0 1 TOC=142.38 1♦ \FRCP I TOC=341.68 YDl / ' ■ M m I ♦ \ 0 I \ \ I IN(N)=339.08 ■ 1N(NW)=338.53-15RCP 27. PROVIDE SHORING AND EXCAVATION SUPPORT IN TRENCHES FOR STORM SEWER INSTALLATION TO COPYRIGHT 2024 ALL RIGHTS RESERVED. PRINTED OR / , I 332 336.29' cs -- I . \ / \ I \ \ 1 OUT(SE)=h38.93 \ OUT(E)=338.43-15"RCf AVOID UNNECESSARY ROCK REMOVAL. ELECTRONIC DRAWINGS AND DOCUMENTATION MAY 0 RIM=323.37 $ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i* I � \\ NOT E REPRODUCED IN ANY FORM WITHOUT WRITTEN lN(E)=320.12 I , : R 10" PVC R TW 3 I` 1 �♦ / _♦ �I IIII KEY NOTES B PERMISSION FROM LS3P ASSOCIATES LTD.IT Y OUT(W)=320.07 ■ w $ i # C3 ♦ \ ■ D1 341.40' C-81 I, 1 C-81 F r X X X X X X X X X X "14-SBI GYM" C-811 I o /' D3 8 ' o o - l 3 STORY / C-81 BW 46 ■ \ > I /o 3-81 D4 / 341.60' 3 I �' I j c I III 15"RCP CONCRETE DROP INLET BRICK / U % BW o Q I -` / , Jd 1 n I I C-811 ■ o /0 332.50' ✓ .3 TW I ( r 1 I II ry ■ a 33 / ) / _ o / / 346.92 "� C-81 C2 ■ O ■ I 1 \ III III I 2 TRENCH DRAIN / MN FFE / / z 1 I I / I cn � I \ I I III II C-811 ■ > rM FFE LOWER PATIO FFE 332.50' 346.92 I I 1 I I I O ■ - 332.92 332.92 / / ■ c I / I I I III 3 ■ 2 n I 1 10' SETBACK 1 I III DOWNSPOUT BOOT& PIPE 2 C-81 \ I I IIII I III III C-811 CONNECTION }+ TD-2 / / 1 D�SH TD_2 C-81 /■ / ' /' / // 346 92 ' Oz 1 / / ' I I I I�I II ♦ , '� I I I 4 . ■ ■ 336 / / // // 346 \\ Sz ♦ �� r / I I I I II C-811 STORM SEWER TRENCHES - - - - - ■ TW / SBI HQ , / 3 \ / % GAS TESTSTA I III III NO - - - - - - - 335.27' BW o . \ 332.92: 31� ' / / FFE: 346.92 / / \ tiQ / / I I I I \ , / / \ \ ♦ A I , 1 I \ CB 5 - _ _ _ _ ! / / / 3/ / / , / / / C-81 \ ♦ 'AO TOC=341.12 FLARED END SECTION C _ - - ■ / / / / lN(W)=338.32 C-811 _ , - - - - - - -■ // 339 / / 3 \ \ `♦ O� \ I / 1 I I I III 1 OUT(E)=338.2 2 DRAINAGE MANHOLE BVV I l B4 RIM=340.91 _ _ _ -■ _ -( BW C-811 , /� �� M C-81 \ \ ♦ - I \ OUT E=338.11 1 I / O / \ _ 332.92 iv 332.92' / / \ \ / O I I I I I II 7 r - . M 1 \ 15"RCP / 33 _ TW / '� ❑ / // I M� \ ` � I / \ \ \ \ 15"RCP I 1 I I I I �\ / III C-811 STANDARD CLEANOUT }+ � � 340.81' / � " PVC M 1 1 • � \. / / / ` � 1 I I III \ � I I 8 INLINE DRAIN () I M - I 04 � I e e .a � � \ ■ � 1 I 1 xl o�ICV / L \ n 1 o? O B3 _81 / \ a taoAK ' 11 i II 1 \ . I rn III III C-811 PERFORATED UNDERDRAIN ICYN O O rn _ \III III CN 3 / \ \ ■ \ I I I \ ` z � 1 ■� � M♦ _ _ I AC � N 1 \ \ ■ I 1 1 \ I -1 I II CONCRETE CATCH BASIN I 1 ■ ■ ■ -��■ ■��-��■��■ -jj� R�7�� '�� b RD RD �_Q 1 - r \ �C I RD // ///////////�338.85 /344.29 '///� /344.27 3 8 / < V 1 \I + r, I C-81 B2 1 ^ \ I 1 \ 1 1 I I I C-81 �+ N II / 1ST FLOOR=346.95 C-811 G1 8 8 D a. // ) M 1 I 1 \ 1 I I I III III M N O / I \ TD 1 2 C-811 G2 - G3 W I"I ! ' \ 1 \ I I \ 1 I 1 I II 2 0 N ti \ 2ND FLOOR=35766 C-81 C 811 0 r /' 1 \ \ , I \ I I I I III C-81 6' CONCRETE CATCH BASIN N 00 w� C-81 JFFICES/DURM < FFE ` i \ \ I \ 2 STORY / J fn / XI I I I II II L ~ V v BRICK �, 346.92 1 1 ♦ II / I I 1 I I I 3 O w LU C1 I ♦ I 1 1 I I I I III II CONCRETE HEADWALL L � 344.35/ 344.27, / '� ♦' \ I 1 I 1 ' I I II III C-811 � � a a / RD RD \ RD _ ___ ,[y_ RD RD . // - \ I I. I I I I I I II 9 O I,' I - - - - - - - - - - T 1 L�■ 0 ■_■ ■ ■ s ■ ■ _ _ - _ _ / 1 I x 1 I I III C-801 RIPRAP OUTLET PROTECTION CAI O M / - - - - - - - - 1- - _ _� - - - - - - - - - - ' ■ ■ ♦ ' \ '1 CM J 10 I \ B1 1 ♦ � - ABBREVIATIONS -81 \ \ 1 \ \\ \ \ 11 / X I I I I III III 4 DATE DESCRIPTION - - - - 6 I - __ 6 ♦� = ' \ \ \ \ I 1 I III TIC = TOP OF CURB ELEVATION RCP = REINFORCED CONCRETE PIPE ■ ■ F � 6 - - - - A3 1 ♦ ♦ ♦ ♦ \ / I I \ I I III II F��-F i C-81 A3 RIM=343.44 C-81 A3 �4 C-811 1 C1 C-81 C1 �•1`■■ ♦ ` ♦ \\ y I I I I I / 1 I I I BC = BOTTOM OF CURB ELEVATION 6" DIP = DUCTILE IRON PIPE OUT(S)=341.94-8"PVC RIM=342.89 �' ♦- a ♦ I I 1 I II / " ■ ■ � ■ ■ � ■ ■ � ■ � ■ ■ � ■ ■ � ■ ■ Q ■ ■I' 41 � - ■ ■ � ■ ■ - N ■ ■ C-81■ ■ � ■ ■ � �S, \ �♦ ♦ 4 ' , 1 ( ` \ ♦ I I I I I x 1 I I I / I TS = TOP OF STEP ELEVATION PVC = POLYVINYL CHLORIDE PIPE ,p 15' ♦ N I / I I 1 I RIM=339.23 - - - - _ _ _ RCP ♦ 3 ' 1 - ce BS = BOTTOM OF STEP ELEVATION SCH = SCHEDULE 18 RCP- ' / \ I I OUT(E)=3370g TOC=340.11- - / p (� O ♦ \ \ 15'RCP 1_ 1I I IN(W)=337.26 TW= TOP OF WALL ELEVATION HP= HIGH POINT ELEVATION / �I OUTS)=33711 E - cr ( 1 \ ♦♦ 0 I, 1 \ \\ \ \ \ X 1 I 1 BW= BOTTOM OF WALL ELEVATION LP = LOW POINT ELEVATION r / A9 1 \ I I 1I DMH -81 \��' ► \ I \\ \\ \ L/ III EP = EDGE OF PAVEMENT ELEVATION SW= SIDEWALK ELEVATION / - RIM=343.54 I 44 IN(N)=339.24 _ ♦ \ \ \ \ 1 I I I III \ OUT(S)=339.04 Z \ / \ I 1 / \ \ 1 1I FIG = FINISH GROUND ELEVATION FL = FLOW LINE %- - - - - - I � \ \\ XI III II I �- - \ 1 \ / \ \ I \ I I \ \ 111I FENCE = FIG ELEVATION AT FENCE TH = TOP OF HOOD 4"SAN - - - - - - - - - - - - 4 , , _ - - - - - - - . I - - - - - - - I I 1 J� I \ i I i I I FFE = FINISH FLOOR ELEVATION TG = TOP OF GRATE r 345 345 l 1 • �-• ♦ I /' I I � - I s I - 1 ��• � � r I ' / I _ // xl � � I / I �I TL = TOP OF LID ` - \ • \ \ 6W �♦�� \\ i I / �l I I/ II III Iit I � LEGEND �\\ _ l L \1\1 \ •�' \\ I ' / /' I / I /I jI / III LIGHT POLE FIRE HYDRANT \\ I I"' \ \ , \ \_ / \\ � i�♦♦� '\ I 1 XI 1111 � III � _ \ O I , \ \\ /) \ I I \ \ \� I I III III SITE BOLLARDdo WATER VALVE �r I / ^ \ • \ \\ \\ \\ CB UTILITY POLE TELECOM BOX T \ I I I II TOC=339.50 3- - - I - I / I I -I SECOND FLOOR ABOVE - - O \ \ \\ I \\ I 1 /N(W)=335.45 / I _ _ : \ 1 �I 11I SANITARY SEWER MANHOLE O THRUST BLOCKING _342 - - - - /� 1 \ \ \ _ \\ \ 1 \ I l l I OUT(E)3335.25 _ - / l _, 1 _ I SANITARY SEWER � - i \ \ , 1 / / / e fI II STORM SEWER MANHOLE O Al ===S CLEANOUT (SANITARY 340 , , - , TO BE CONSTRUCTED AS PART OF - - - 4- - - - - _ _ 3. / 1 \ � \ I � / 3 � 1 . III / 4 STRUCTURE ID: 339- - - - - ._ � ■X X X 1 X X X - - - � -� �' X I X X Y_-' X _ / X x �I ----- / SBI LOGISTICS BUILDING PROJECT - - - - - , r �\ / 3 4 1 ■ 1 , _ � ' / - - _ _ - - , , - - _ EX II 15"RCP -- �`� OR STORM) DRAINAGE _ I - _ _ - I I 1 -� I I / \' ` RIM-33 .34 I I STRUCTURE ID: Al / , I \ REFER TO SCO # 22 24611 02B 1 I 1 \ ® lN(S) 3'TW / DROP INLET 3 I\ l I - - - - - - - - - y - - - - ` - OUT(NE)=35.91 I \\\) EN �' / / / ' /' Qp 1 ■ 1 I - - - - - - -1 - -� - - - - - I 1 "RCP / J / \ I ■ \ I \ , I I I SHEET NAME: PROPOSED EXISTING 1 M � I I 11 I III X GRADING & FENCE 45 ', = ` \ '`; ; \\ I ASPHALT ; I _ 1'_ - '# - - -1 - -�� I �1 GAS LINE G DRAINAGE PLAN A \ \ - �� \ I = POWER LINE UGP �� I I ' /� �1 - - , \ L- r 1 I I EX TELEPHONE LINE - UGT- - 1 CP') X / \ W'; -Tj -RIM=339.34 I 1 0 / _ IIII I WATER LINE W W ORIG 2024.02.15 \ \ _ - _ _ - \ \\ �\ I I I \ \ \\\ Q S_/G_ iV l I OUT(N)=336.66 SUBMISSION: / % \ . \ I �z�, ,33j- _ I �` \ \ I ■ \I GEN I�---J I /I I 1, \ z I I SANITARY \ \� 1 /I _ I \ \ I 1 IX ■ 1 /�/� I \ I \ \ 1 \ i I \\ SEWER LINE SAN -SAN- - _ I / \\ I RCP STORM PIPE C_D I/ i \ I I I \ I I PROPANE I ` I \ SC,PLE 1"=30' I I I ( II DOUBLE WALL HDPE _ co \ \ I ■ I PROP \ I I I 1 \\ \ \ \ \I IX ■ / TANK / ' I I I \ x I o I II II 1 STORM PIPE 0 \ \3,0 1 60 I III I SCH 40 PVC - RD STORM PIPE SHEET: \ SHALLOW DITCH� I I GRADINGCaN501 FcqI X 1 I j I\\ \ \\ \\ \\ I 1 I II CONSTRUCTION LIMTS L / St \ \ I Ich I I I I I I II ■ 1 1 2 3 14 5 1 6 DESIGN DEVELOPMENT L / - - _ _ _ is 12"VCP G BRICK - RIM=325.64 - -i _ / -�_ - - _ _ - - - - - ' - _ - - - \\\ �\ I I ' ' / l / 7_3A4YDI I NOTES IN(SW)=322.67 _ _ - \ � I I �■ Q / ) / / / / I \\rOUT=320.26 33 / / I \ \ ■ 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE& LOCAL CODES,AND OSHA �� ' _ / 1 / J \ I STANDARDS. °w / / \ I / ' / / // ' \ I 2. THE CONTRACTOR SHALL NOT COMMENCE WITH LAND DISTURBANCE UNTIL PERIMETER EROSION LU=w / - / - I / % ■ / > J / LOWER PATIO / / = U)N - - - -__ _ -_ -_ -_ -___ _ -_ -_- _ ` �_ �r / / / ■ CONTROL DEVICES ARE INSTALLED. REFER TO EROSION CONTROL DRAWINGS AND SPECIFICATIONS. // _ _ -_ _ - r _ ■ ' / / \ ■ FOLLOW EROSION CONTROL PLAN DURING SEQUENCE OF GRADING AND ADD ADJUST EROSION U Q a _- - - - -- - - - -1 I G �/�i 1\\� ® �`� SAC [ � 1 ; / ' / / // / / ' I p o 0 0 \ I CONTROL MEASURES AS NECESSARYTO CONTROL SEDIMENT AND EROSION. J _ _ / - � 11 e I� I D�SH DEPARTMENT OF PUBLIC SAFETY z z z_ _ _ - _ - - i r WW \\ / // ■ I / ' i ' - ' - / / / / I �J 3. COORDINATE THE PROJECT SCHEDULE WITH SBI (OWNER),ARCHITECT(LS3P),TIMMONS GROUP _°(D YDI _ - _ _ - i / I - _ \\ W I W II �` 1 I �6 / J ' ' i ' ' / / / 346 ' \ \ (CIVIL ENGINEER),AND CONTRACTOR WORKING ON THE ADJACENT PARCEL. MAINTAIN TRAFFIC CO C)o RIM=326.01 11 \\ ■ -33 / / 1 r w z ( - - \ \ ) I - - - - - - - - - ) / / / - - - t\ 1 \ FLOW AND DO NOT DISTURB OPERATIONS ADJACENT FACILITIES. CENTRAL ENGINEERING z- OUT(N)=323.45 i ` // - , - 1� _ _ i / SBI HQ ��` (l w z - - - - - '� _ 3 J ' / ' / 346.92 / ' / / / } \\ 4. OBTAIN OWNERS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM, OFF-HOUR, OR _° - -UGP- - - - - -UGP- _ _�� EX - - - -G �- ` 37 / / \ � __UGP- - \ / r , / / / / TEMPORARY UTILITY SHUT-DOWNS OR DISRUPTIONS. Plpt? * Design . Construct YDl - - - GP T -I G / 33�' / , - 5. DISPOSE OFF-SITE WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL R1M=328.06 -UGP- �- --� / ASPHALTPARKING _ - - , - I1 /N(SE)=323.83 T - - - _ _ - _ _ _ _ - g 4 I APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS. IF THE SAME PERSON North Carolina _ - - _ - - ��I / IN(S)=325.64 _ - _ _ _ / ' ,33 ' / / / I CONDUCTS THE LAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY,THE r OUT(NW)=325.64 ' ' �R� / / / / ^ \ 1 RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBING ACTIVITY. IF THE BORROW / _ _ - - - _ _ _ _ _ _ ` _ _ -� _ _ ,I, _ ■ I \ / 3k� 3Q2 ' �� / 4I / f 1 1 OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON,THEY SHALL BE CONSIDERED State Bureau of - - - -' �� - \ _ _■ _ ' / , /� �� M M i / \ \ SEPARATE LAND DISTURBING ACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENT - _ - _ --_-_� / - / \ _ - / r I' o / I \\ POLLUTION CONTROL ACT. Investigation - - - - - - - - - - - -UFO- - i 6 / � 33 ' / ❑ / I / ^ / _ _ _ 6. REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE AND/OR OFFSITE)AT NO ' -UFO- - - _ � ' ♦ - - - / / M� p / I EXPENSE TO THE OWNER. >- - - - UFO- - - -UFO-.d- - - - c - - - ' / ♦ - - - W 1 G) I ' o % o I I 1 \ 7. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN ACCORDANCE WITH _ ' p / M 1 m I / m I - _/ \ NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED BYTHE NCDEQAND THE CIVIL ENGINEER. _= ' / ♦♦ i 1 I I I / ' ' co I � O � I � 8. FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES FOLLOWING SITE V ' - I / II STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSH OUT PIPES AS NEEDED THROUGHOUT ,� IO / \ CONSTRUCTION TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. _ - - - � / I \ I I z / / 40 S `- D RD _ I D / 9. IN DISTURBED AREAS,AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3 INCHES OF IMPORTED AND HYDRANT - 9 , - ■ MENEM ■ ■ ■ ■ �`� ■ ■ ■41 I /AC b RD p r I/ \ TESTED TOPSOIL THAT MEET THE SPECIFICATIONS.SUBMIT DOCUMENTATION ON THE PROPERTIES $�P RD p O / OF IMPORTED TOPSOIL FOR REVIEW. EXISTING TOPSOIL MAY BE USED IF PROPERLY SCREENED AND \ AMENDED. REFER TO PLANTING SPECIFICATIONS. - M 10. REMOVE ALL STONES,VEGETATION,AND DEBRIS LARGER THAN 1.5"WITHIN TOP 5" OF FINISH GRADE SURFACE. C 3 / - - - - _ I "16-OFFICES/DORMS" OG \ / 2STORY Im , \ 11. CONTACT OWNER AND CIVIL ENGINEER FOR AN INSPECTION OF FINISH GRADE AND SLOPES PRIOR TO 421 N HARRINGTON STREET SUITE 700 BRICK / o / / , PERMANENT SEEDING. OWNER/CIVIL ENGINEER MUST APPROVE FINISH GRADES PRIOR TO SEEDING. RALEIGH, NORTH CAROLINA 27603 ° 12. ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%. TEL. 919.829.2700 FAX. 919.829.2730 ASPHALT-PARKING _ - - - - - - j / \ J r , /��/ o / \ ^ 13. ALL ADA RAMPS SHALL HAVE 12:1 MAXIMUM SLOPE FOR MAXIMUM 6-FT LENGTH. WWW.LS3P.COM / I RDLll1RD 14. ALL ADA PARKING SPACES ANS STRIPED AREAS SHALL NOT EXCEED 2%SLOPE IN ANY DIRECTION. D RD \ RD I f I RD Rp ■ ■ - _ _ - . / I L UFO- - _ \ I S 1 L� ■ ■ ■ ■ - ■ ■ ■ ■ _ ' ' / 15. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO CROSSING UTILITIES AS ` - - _ _ - I �� \ , - - - - - - - - - - - J - - - - - - - oho 0 0 / �♦ ■ ■ ' INDICATED IN THE DRAWINGS AND SPECIFICATIONS. �� - UIGP - GP- - UGP- "� / ♦ ` ! 16. ALL PVC PIPING SHALL BE SCHEDULE 40 THICKNESS. USE DUCTILE IRON WHEN COVER IS LESS THAN cl � - / ♦ _ ♦\ TIMMONS GROUP I V I ■h \ Z \' �'g 24-IN.ADD ADAPTERS AS NECESSARY TO CONNECT SMALLER TO LARGER PIPES. \ i _ O I 11 I \ \ ENGINEERING I DESIGN I TECHNOLOGY _ - - - - - - - r I _ _ _ ♦♦�♦ �j = 'DO 17. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.ADD ADAPTERS AS NECESSARY TO CONNECT NC LICENSE NUMBER C-1652 � -�� ■ ■�� - - - - - - - - -4 ♦ ♦♦ ♦ ♦ � ♦ SMALLER TO LARGER PIPES. Timmons Group RIM=343.44 EX YDI II RI =3 / / / ♦ ♦ ` ♦ ` ♦ Attn: Frank Slinsk PE - R1M=342.89 R1M=342.74 ♦�® ♦♦ ■ ■ ♦ ' 18. INSTALL ADDITIONAL DRAINAGE SWALES IF DIRECTED BY THE CIVIL ENGINEER. LOCALIZED Y ♦ - OUT(S)= 41.94-8"PVC II ♦ ♦♦ �� 5410 Trinity Road; Suite 102 I ♦ r �>r � � ■ ■ � ■ ■ ■ ■ ■ ■ � ■ ■ � ■ ■ � ■��■��■ ■ _ ■ ■ � ■ ■ � ■ ■ ■ ■ � ■ ■ � ■ ■ ■ ■ - ■ ■ _j44 ■11� IN(N)=341.28 ♦ ♦ DEPRESSIONS AT DROP INLETS SHALL NOT EXCEED10:1SLOPE tY • ; N ■ ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i( '�■ ■ ■ �■ ■■ ■■ �N F ■ ■i mm ■ \ ♦ 19. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALL UTILITY SYSTEMS, Raleigh, NC 27607 -� - - - � -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ♦ ♦ Phone: 919.866.4505 - - - - - - - - - - - - ♦ 3 STORM SEWERS,AND THE STORM WATER CONTROL MEASURE (WETPOND SCM). REFER TO AS-BUILT- - � P�� - - � - - - - - �- s" � Fax: 919.859.5663 D _ ■ \ L i / - 0 0 0 0 0 0 0 0 0 0 - - _ o \ ' SURVEY REQUIREMENTS SHOWN ON THE DETAIL DRAWING. / I r / _ _ _ _ - - £ -,��- s"SAn7= - d o o ♦ FOR REVIEW ONLY -I„w- 8"W- -7 �� _8"W - -$ w= � „�y _ -w- 8"W- _ �- AN- -� a g ♦ 20. EXISTING MANHOLES,VALVE BOXES,VAULTS, CLEANOUTS, UTILITY POLES ETC.TO REMAIN WITHIN / ■ - / , / I 42 S 8„W- 2 0 ♦ ®■■® THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION PROPERTY WITH THE PROPOSED NOT FOR CONSTRUCTION ■ �■� / / 1 DMH - -8"W- TD-1 \ FINISHED GRADES(WHETHER OR NOT INDICATED TO BE MODIFIED). �i��i�� ■ / ■ I / 44 -8 W1M=343.54 / - n ''\♦ 21. REFER STORM SEWER SCHEDULE ON DRAWING C-701. .��'�N CARO`�'�, IN(N)=339.24 / ♦ \ �� OUT(S)=339.04 z / ' \ 22. FOR 6" CURB,TOP OF GRATE IS 8" BELOW TOP OF CURB/HOOD �� OFESS/0� _ 10 PVC ■ / I■ I I ' 341 T II \ AN \\ 1♦ 23. THERE ARE NO FLOODPLAINS ON THE PROPERTY PER FIRM MAP NUMBERS 3720170200K, = Q \ ■` \ ■I I I ■♦ 3720171200K. = SEAL 033612 r 45 l I 1 ♦ ♦♦ ♦ 24. THERE IS NO SAFETY FENCING IN THE CONTRACT.THE CONTRACTOR MAY CHOOSE TO INSTALL \ \ ■ , ' ♦® • SAFETY FENCING AS DICTATED BY MEANS AND METHODS AND TO PROTECT EQUIPMENT, HOWEVER �'� FNGINEE� \� \ \ ■ ■ / / 41 \ I I \ ♦ ♦ r THERE WILL BE NO ADDITIONAL PAYMENT FOR SAFETY FENCING. \ \�� \ \ \ ■ / o 0 0 I i I FUTURE SBI SBI LOGISTICS _ \ 1 ♦ 6 W •'� i \\ 25. STORM SEWER PIPES WITH GREATER THAN 20-FT DEPTH OF COVER SHALL BE CLASS IV RCP. ��C�S S��Ns��,,` ' I I LOGISTICS BUILDING �� ■ / \ I BUILDING • 2 „ \ ♦• 26. REFER TO SHEET L-101 FOR PERMANENT GRASS SEEDING SCHEDULE. ENSURE GRADES AND SITE ARE \ d' ■ / // \ PHASE 1 TD-2 w \ ♦ \ READY FOR PERMANENT SEEDING BY THE DATES SHOWN. \ \ \\�\ \ \■\ / I I PHASE FFE: 345.00 I __810 •i • \\ \ 27. PROVIDE SHORING AND EXCAVATION SUPPORT IN TRENCHES FOR STORM SEWER INSTALLATION TO COPYRIGHT 2024 ALL RIGHTS RESERVED. PRINTED OR 2 ,' \ \ AVOID UNNECESSARY ROCK REMOVAL. ELECTRONIC DRAWINGS AND DOCUMENTATION MAY \ \ \ I I TD-2 m I \ _ NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN \ \ \ 1 111 PARKING SPACES -810 Q / PERMISSION FROM LS3P ASSOCIATES LTD. - _j- - I UFO- - \ \■ \ 01 I / � \ - - = - - - - - - - - - - - KEYNOTES BASE BID: GRASS / / Q / I O U�- - - - -UGP- - - - \ \ \ \ \■\\r\ \ Q r r _ I / SECOND FLOOR ABOVE - - - - - _ _ ,I ■ \ \\ - UGP- - \ �uGP � ��P CONCRETE DROP INLET 1 \ \ \ \ ■ r \ I I - - 340 / - - - - - 9- _ I - 1 - - - - - - - 2 \\ ■ \\\\\\ I■111 i I o o o I - ' � � I 344 - _ - - - - - I - - - - v) 6 3 4 C-810 TRENCH DRAIN �■ \ I ■I I \ I I rM SERVICE - -I `I\ C-81 - J ■� - - - - - - 3NO AREA � \ \ ` � Qo \ I I C-810 CONNECTOION BOOT& PIPE ■ \ \ L\�\ \ \ I I _ _ 1 H1 1 \ II ■� II C-81 \\ I �G I I C-810 STORM SEWER TRENCHES ■ \\ �\ \\\ \ \ \\ \ \ � ' ' / 3g \ - \I ' I \ 5 DRAINAGE MANHOLE ■■■■■ C I o0 00 0 ' o00 I C-810 \ I � \ \ \ \ � \ o � o o � o o/ o \ I' \ \ I 1 ■ IIIIII� � �\ \ � �\� ■ ■ �■� � ■ ■�■■�-■i� � ■ ��♦ I / � / 11 C-81 STANDARD CLEANOUT ■ \\ \ \ \ \ \ \ ' / 1 ' �� `r \ 7 INLINE DRAIN }+ \ \ \ \ \ \ \ ` ♦ 18 RCP \ ``' I 1 UFn C_D C-810 \ \ \ \ \ \ \ - , )♦ ♦ / ■ PROPANE- �� \I/ \ \ \\\\ \\ \ \ / ♦ ` \- \ \ ■ / TANK �/ g ■ \ \ \ \ \ ♦ \ 1 I / I � PERFORATED UNDERDRAIN � O \ \ \ ♦ ♦ - - _ I I / co CONCRETE CATCH BASIN ti \1 \ \\ \ \\ \ \ \ \ ♦♦ �� \\ \ ` \ - �� FUTURE SBI \ ch ■ I I V 9 C M \ \ \ • 1 a, \ \\ �Q LOGISTICS I ■ v C-801 RIPRAP OUTLET PROTECTION I N M 4 low \ \ \ \\ \ \ M \ \ BUILDIN C 70 L N A \ ■ \ \\\ \ \ \\ \ I ■� M \ PHASE II -n Ir 9 N o \ ' I \ \\ \ \ RR-1 9 ■ / / \ ■ I I RIPRAP OUTLET PROTECTION M 0 N 00 \ ■ \ \ C-801 - I U I z I I C-801 W L F_ Cn \\ ■ \\\ \� \ 334 �■ 1 11 \\ \ ie 1 I I ) � W U Cl) O U w \\ ' - ■ ■ I1� 1 \ I ,� 0 11 ABBREVIATIONS M z 00 V/ ml ; TC = TOP OF CURB ELEVATION RCP = REINFORCED CONCRETE PIPE C) a a Mom' �/ 1, \, \ \, \, \\ / ■ cn I \ BC = BOTTOM OF CURB ELEVATION 6" DIP = DUCTILE IRON PIPE N CU OU � - -■ u' sz / 1 ■ oo z ■ N 7_ TS = TOP OF STEP ELEVATION PVC = POLYVINYL CHLORIDE PIPE M ch J ■ STORMWATER m m I I n I \\\ \ C-81 H5 / 1 10 I = _ ' 1 1 BS BOTTOM OF STEP ELEVATION SCH SCHEDULE A DATE DESCRIPTION CONTROL MEASURE -o H7 \ \ 1 \ 1 \ H3 ■ cn I / (CONSTRUCTED IN C ',-81 \ \ \ H6 1 C-81 / ■ I co C-81 C) �I \ TW= TOP OF WALL ELEVATION HP= HIGH POINT ELEVATION ■ SBI HEADQUARTERS CN I "6' 1 \ 15" RCP Cn ■ RENOVATION AND co I ■ 24" RCP \ 1 1 24"\RCP\ \= / 16" RCP 18" RCP I i \ BW= BOTTOM OF WALL ELEVATION LP = LOW POINT ELEVATION ' IOU ADDITION PROJECT ■,■ \ I I / ■ O B .■ I 1 � �/ I ■ � I EP = EDGE OF PAVEMENT ELEVATION SW= SIDEWALK ELEVATION \ ■ REFER TO SCO# 1 \ I I I I I \ I 1 1 M / ■ 22-24611-02A) I Hg 1 I I I I / a 1/ I C-81 H2 I @I / FG = FINISH GROUND ELEVATION FL = FLOW LINE \ \ ` _ \\\ \\ �a I 1 \ \ ■ I I FENCE = FG ELEVATION AT FENCE TH = TOP OF HOOD \\ r \ - \\\\ \�� \ \\ \ \ ■ I FFE = FINISH FLOOR ELEVATION TG = TOP OF GRATE TL = TOP OF LID \ + \\ ITS `��'sr � N M '- � , _ _ ^11 I / I \ \� � \ \ \ \ \ � D - - - ' �" _'r � ■ \ \ I LEGEND �s \\\+ \\OAST / ,// \\ \\\\ \I \ _ ' / i i / _ \ �I LIGHT POLE Q FIRE HYDRANT x ■ i WATER VALVE SITE BOLLARD 0 - - - - _ _ \ \ 'S'e 1 - /■/ti % /�/ // ' `�� \� \ - - ' / \ : UTILITY POLE TELECOM BOX 1+\ 7y \ ,■ r� / / \ SANITARY SEWER MANHOLE O THRUST BLOCKING \\ 61' \ \ s�� I �\ . T / / i �/ / \I \ 1 \ �� 4 \ ■ O SANITARY SEWER Al \ STORM SEWER MANHOLE Ix ■ \ CLEANOUT (SANITARY STRUCTURE ID: ❑ OR STORM) O DRAINAGE Al STRUCTURE ID: O \\\ \ \ \ � _ _ `/ \ \\ \ \\ \ \ -` / / �/ /�%,� / ■ / \ \ \ \ � \ / N ■ DROP INLET \ \ \ M x I �c \ Q / PROPOSED EXISTING �� \� \ - -, 5. l : ■ X X p. X \ \ \ \� ry X X - c+� ® \\ I FENCE X - x 00 \ GAS LINE 1w Ice) \ \ \ \ _ _ \ \ \ co POWER LINE UGP \ \ \ \ V _ INV=324.30 \ v� IM * ■ _ 346 _ _ _ _ _ _ � SHEET NAME: \ // _ /� Hs W , \ / p TELEPHONE LINE - UGT- - _ _ GRADING & z ;' ' C-808 347 �� 6 WATER LINE w - ®� _ -/ \ �Q DRAINA E PLAN A \ l\�� / / I / \ �� ' I // // SCALE 1"=30' SEWER LINE SAN - - -SAN- - \� , //_ / / / /' \ SANITARY 348 RCP STORM PIPE _ \ DOUBLE WALL ORIG 2024.05.13 / ' \ / U 3 34� \ STORM PIPE , ' / -� / - ; - - - - - - 5 0 - � SUBMISSION: ` 9 SCH 40 PVC _ LIMITS OF CONSTRUCTION -SBI LOGISTICS PROJECT RD ♦ ■Z TNi-iaiu�-■-■ 1 1 / // / �/ % _ -_ - - - - _ - - - _ - - - - - - - - -■-E-a-��r■-�L�,>t\ _ _ _ _l _ ■ STORM PIPE - - - - - _ -_�_ _ - -_ _ _ _ - - _ _ NC RAILROAD COMPANY':':;., GRADING _ - - - - - �: - - - - - - - - - - - - - - - - - - - - - _ - - - - - -= \ , SHALLOW DITCH - - =_ - - -- - _ _ - ---__ - -__�_ __ _ __ _ _ _ _ _ __ _ - - - - - - :, ■ = s' _ - - , / =-' , / CONSTRUCTION LIMTS DB00, PG. 00 \\ 1 / l / / l// ��///// r/ ! - - - - - - - - - - - - - - - - - - - - - - - - -_-_-- - 1 -I- - - - - - - - - - c SHEET: REID0447149 - - - - - - / � / 1 - - -� - - - - - - - P1N1702913322 -_ ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■� ■ ■ � ■I■ � ■ ■ � ■/■ � ■ ■ � ■\■ � ■ ■ \ ��;. (1111 /I/r /, �v __ _ =r- - 0 HAMMOND RD \ \ I 1 \ 1 \ 1 \= 1 r off _ - -- = _ - �I E. TRYON RD. 3 CON501 ��\ � ;.� ` \ \II �1 \ I III\��\\\\ 1 I \ I� U i_� �_� G �� 3ytk �y3 5�/ �� M b 110 PUBLIC RAN , `/4- \\�\ (B.H.M.2, PG. 78) `?4S 1 2 1 3 14 5 1 6 DESIGN DEVELOPMENT PRICING L