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Home My WebLink AboutNCC240639_Site Plan or Location Map_20240305 TT - ..............._-_sx -�/ i 11vv 116iI �� 1 7 �� - GENERAL NOTES: 1 T T • r/4 ,SD ae�:!,"3+os9 -�� 3�1\ III 1;" I 1. BEFORE YOU DIG,STOP.CALL THE NC ONE-CALL CENTER AT 1-800-632-4949.IT'S THE LAW. // / / � / �1 I E XISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE 202.50 J/l /l \ -I II II \\11 ® \ / �I "1 APPROXIMATE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER 11 / // \ 11 1\ \\1 1 / / 1 2 6'-2"RCP e 0.7% UTILITIES BEFORE STARTING CONSTRUCTION.NOTIFY UTILITY LOCATING COMPANY(ONE CALL I / // I 1 1)\ / // I II 1-800-632-4949)OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 1 �C 11 IIA X - ��\ II H1/I /I�, s ''� 1 I HOURS IN ADVANCE. / ® /( \ \\1 I I\ ®' \�/ / I - 1 I2. ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO CITY• 1IIiii ,,, I II OF DUNN STANDARDS AND SPECIFICATIONS.\1\ IIII I I 3 1 I I 3. ALL STORM DRAINAGE WITHIN THE RIGHT OF WAY SHALL BE PUBLIC.ALL STORM DRAINAGE 1 I B I OUTSIDE THE RIGHT OF WAY SHALL BE PRIVATE. 1 \ I I I I SSMHR3 // •I n I 1\\ 12 7g il 4. STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.STORM / N 1 \ 1� �� TOP RIM=204.68 / .( ® -- ! \ I 1 g q NV. IN=195.25 / I ,• I I \ I DRAINAGE WITH LESS THAN 2'OF COVER MEASURED FROM SUBGRADE SHALL BE CLASS IV RCP. \d 1 \ I ® f P BC=204.4N NV.OUT-195.20 -_ 1 _ y ,1 CB)6 5. PRIVATE UTILITIES(POWER,TELEPHONE,NATURAL GAS,CABLE TV)ARE NOT SHOWN ON THIS // _CO -'DIN '5 1\ T I V=198�00 2po -_ r'` 'i I TOP BC=1 06 PLAN.THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN // ®� "Ex.co TOP v99zoD3so \1 I \ 1 \ ®\24'-24"RCP @ 1.0% -- - 1 I INV IM=190�.5p0 INSTALLING STORM DRAINAGE TO AVOID CONFLICTS. 111111 Is4 Ds - 1 INV CST=188.00// ' ZOe? \ \\ I II \ ®' __ 1 16. RIM ELEVATION FOR YARD INLETS(VI)REFERS TO THE CENTER OF THE TOP OF GRATE.RIM / \ CB/2 / \ \ -- 1 ) J '�\ 1 I ELEVATION OF MANHOLES(SDMH)REFERS TO THE CENTER OF THE TOP OF MANHOLE COVER. // \\ \ TOP BC=206.05 i/ I \ ' \ I/ "" , 1 1 RIM ELEVATION OF CATCH BASINS(CB)REFERS TO THE CENTER,EDGE OF PAVEMENT GRATE // \ ne ___ INV=200.00.-' 1 \\ \ ,� ' -. I T„I CB#51 \\ 40'-24"RCP @% ELEVATION.RIM OF CURB INLETS(CI)REFERS TO THE TOP OF SLAB,EDGE OF PAVEMENT / .evec '" Vv 200� - \ _ CONN=TXIST 5S Hit b 1., t\ _ OP :C=195.1. ELEVATION. 0' RIM= "97 I I v/ / A v 1 TO S MH ®" INV-1•0.24 \ S 89°36'52"W 7. CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE INDICATED. / \ - - - - - CO -\\ 1 'INY. IN=184N93 `�^-_.$63°18'Ol"' 24'-24"=I P @ 1.0% "r❑ ❑EX cv• wrX - _ ®' \ I \\ •-------_ -__\ - _, \\ \ INV.OUT=18�\84 - \� 53,g0'R- r� - \\ 516.g2' 8. NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A LAND DISTURBANCE PERMIT J EX SSW \\ _ 87-24 RCP @ 11� 23T-30'.CP @ 3.4 \ \ \ 1 \ C':NVb7.76 HAS BEEN ISSUED BY THE CITY OF DUNN. RCP r.H• 414 ,INv our 197.aa /i Nv=oa.0s-1 Ex a"sar36 8"SAN. SEW. @ 0.91% CORIN LF IS"EN E0�%` I T BO=204.44 \ 230'-8"\SAN. SEW. 4.47% \ \\ \\CONNECn NEW 15" .�' ��y,, ®�\\ I1 2C85'-15"RCP - i6T-24"RCP @2.1% 9. ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH(MIRAFI 140N OR INV IN-19801 _ @ RCP FROM•CB#202 _\1 r _ 1 " 0 35% APPROVED EQUAL). c Ex.Swan 0 / 1 Ex CB 60• 1 INV=1 1- I TJiST� Q' / 10. WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING,CONTRACTOR SHALL MATCH A�[ 3 .1° ,ye_ �x 8- / -_ TOP 00=20B.05 PVC SDR 35 TYP. 9�.24 / PV� SDR 35 TVP. / / / 'may""' / I �� II �V /< r0 w�gp - I 24LF15"RCP 0.50% / / 24'-24"RCV®'tf}% 9 / INV=2r• - @ 1 / I / / 27 LF 24"RCP @ 0.50% _ CB INV-92.0 EXISTING ELEVATION AND CREATE A SMOOTH TRANSITION. -,1,-,-- - M _ „�sl--- / ��H -- -- --- --- -Sii,M11. - - '- - - 11. MANHOLES,CLEANOUTS,VALVES,METERS,AND OTHER AT OR ABOVE GRADE APPURTENANCES1 .i - 7L� CM-/ I / t SHALL NOT BE INSTALLED IN SIDEWALKS.\ x- i Ld� ! �� S 89°36'S2"WC0 113 E+-1/ ..;;I _,9S fi - 12. YARD INLETS IN PEDESTRIAN/PATIO AREAS TO RECEIVE PEDESTRIAN FRIENDLY GRATES. � ) xm I .�I - - _,w Ii_._ � A ExFH z3s.00' V Ji lUll��0 � . 1� II 1� 1MMI la LEGEND: o ��'R5MH 4 I , 207" !J E I V A V A 1 ® !Floc FLARED END SECTION TOP RIr1=20•6.71 ^� \ \ 1 ts3\ I I IIIIJ INV. OUT=1\97.3(4----__ _,__ 1 V�IIRI�D'51 153 LF 15"RCP @0.50%�/i5 \ I 1 I \ \ \\ 1 137 LF 24"RCP @0.50% I I �' RISER STRUCTURE I II r0=205.50 I� I 37°''''_� ....421) �Il v 20 v I A I 1 \ �\ �' ® CATCH BASIN 203.32 r • 3 n�'IRc=zos.os ®' r' v 112 LF 24"RCP @ 0.50% v\ AV A �� 1 Al 1 ❑® YARD INLET / / DV p '�II _ . -_1111 / ITW I295.40 SPOT ELEVATION I11, : 02I 1 ,\ ILA \ 1 .�■�■.■ `I� illI I I LLrI \ _ 40% FLOW DIRECTION \\ 10� � 1 11 -�_-5BW20000 TW=200.50\ BW=199.25 ` _' \\ 1 I �� RIP-RAP OUTLET PROTECTION z _ 0 - ---, 1 I �dI/ �1 1 � V1�� I 1 \ \\ \ I I I r' STORM DRAIN LINE \ �y/ 1► 1 I TIE WALL \ • I I' ''MSE TIE WALL I \ \ \ 11 1 400 MAJOR CONTOUR \I 1 i• I ` TO BLDG. MSE RETAINING I RETAINING I 'TO BLDG. 11 1 II I1 I 11 1 TW=201.00 1 I WALL I I I \ I I 401 MINOR CONTOUR 1 1 1 I _ 118 LF 15"RCP @ 0.50% --WALL--- I 1 1 I I INTERMEDIATE CONTOUREX III 1I 6 v BW=199.25 \ V A 1 I I I I 1 Cr EX \\ TW=199.75 1 YI#204 \ ��1111 1 V I 1 1 I 1 R 1 j I 11 I I BW=197.50 1 \ I 1 \ \ \I \ 1 iV 1 1 1 I 1 I 3:1 MAX R" N R V A \ \ I11 1 1 1 VI 1 I I55 LF 18"RCP@ 0.50% I I STORM DRAINAGE TABLE YI#105 1 \I I 1 1 I I I 1 I 1I II11RIM ELEV INV IN INV OUTZ CZ INDUSTRIAL I INLET# TYPE(TRAFFC RATED) 1II (EOP) (FROM-SIZE) (TO-SIZE) TOP EL=20425 FLEX SPACE#5 I I I I I 1 1I15,000SF 1YI#205 I I 1II m 198.35 I FFE204.00 I Dl 1 I I I I INDUSTRIAL 1 IfMI 101 MH 2O4.12 (102-15"). I I\ I I 1 II' I I I II FLEX SPACE#6 I I "I� I I G- LI \ I I I I I 40,000 SF I I I 1 198.53 198.43 �+ O 1 I I 1 1 I I I I 102 CB 204.35 CZ --�I• A I I I I I I FFE,200.40 I 11 1 11 (103-15'� (101-15") LOT 4 1 A II 1 I I I I II I I I 1 198.75 198.65 • - I I81 LF 15"RCP @ 0.50% I I I II2.01 ACRES A I 1 I I II I II I 11 - 103 CB 201.50 104.11111414 I \ / I I I 1 I I \ 1 I I 1 IF? EXISTING BUILDING LLJ 199.65 199.52 R � I I I I 104 MH 204.00 (105-15'� (103-15") PROPOSED BUILDING S•� �� I I I II I IZ No'00 SF 1 I II I I I I F 20D 5F I , 4 4.," \ j `ej `- 1 I I I I ' rF-zoa.s0 - I �1 1 A I 1II (104-15) \ \ I 1 M: 1 III 105 YI 202.25 200.24203 I I I 1 YI#208 \ \ I 1 I I I 1 I I I i iI ? 1 , $ L I I STORM DRAINAGE TABLE i / /" 202 1 59 LF 15"RCP @0.50% � 1 1 f`$i�.l I RIM ELEV INV IN INV OUT I / I I I ICI 1 I I I \ INLET# TYPE (EOP) (FROM-SIZE) (TO-SIZE) _____\ --- / % PI '1 I I I I I \ 2.1 201 EX CB 195.06 190.34 ! I 1 I 1 A I (202-24") 9 12I I I I I v I I kg I I 1 1 I I I I I I I 190.58 190.48 vv / A 1 I I I 202 CB 197.00 / \ I I I I I 1 I (203-24") (201-24") o vv / A I A 1 I I I 1 1 / \ \ III. II I I I I I 191.37 191.27 V / \ry 1 \ II / I 1 I I I I 203 CB 200.00 (204-24") (202-24") Vg \V /V 1 I YI#207 A 1 I I I I 1 / 1 I V / VI I / 192.03 191.93 v\ I I I I 204 YI 196.00\ - - -\_ _ / \1 \ I \ \ I I I I (205-18") (203-24")vvA - - - / V A \ _ v _ 11 I \ - - \ IT_ I I y \\ - _� - 205 YI 196.00 192.40 192.30 42\-1-\=��\ I I� I --- - LL ______________ _ _ 206 YI 19650 zoz ------- ---------------------__________ 2�2m ____ _ I 207 YI 198.50 W 45. 1 / -.- - __2D9 _ - _ I 207-15 1-1 /Q a ) \1, \ LI\ 193.19 " - /I I I - - - - - fr VA -`- v - - I '/------- ----- --- - 5. / 8'WATER TO TIE TO 6"WATER ON -________________-__-______- -- HOLLAND DRIVE o / (INSTALLED BY CITY OF DUNN) ;t11 I SEAL uir,, ,,�,\1, CAA0 ",, - SCALE:1 IN=30 FT )�_.v, w 30' 15' 0 30' 60' z I `� I-I N 026970 • - 8,71 SCALE IN FEET =o w HORIZONTAL --��y•'F4GINEED�-$ o� ��/O �; BURR p6 NOT FOR CONSTRUCTION " rr " C-4.O