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Home My WebLink AboutNCC220729_Site Plan or Location Map_20220211Crawford Desian Co @ Copvriaht 2021 - All drawinas. specifications and desians prepared by Crawford Desian Companv are instruments of service and shall remain the property of Crawford Desian Companv. The Owner or anv other parties shall not use the work on this or a a proper aareement and appropriate compensation. Q Ln N of N cX 0 N CD U c� 0 N� U of N 0 N / c Y i z Cn CD 1v 0 N 0 o RAEFORD RD. RO' ORO RD SITE ST\ � � J oiA� z FAYETTEVIEEE, N.C. VICINITY MAP(N.T.S.) GRADING / EROSION CONTROL NOTES INSTALL TEMP. WASHOUT PIT, SEE SHT. C5.0, #12. z INSTALL TEMP. GRAVEL CONSTRUCTION ENTRANCE, SEE SHT. C5.0, #5. 0 INSTALL TEMP. SILT FENCE WITH STRAW WATTLE OUTLETS, SEE SHT. C5.0, #9411. QQ INSTALL TEMP. HARDWARE CLOTH & GRAVEL INLET PROTECTION, SEE SHT. C5.1, #73. 0 INSTALL CURB INLET, SEE SHT. C5.1, #8. ADDITIONAL NOTES 1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON TITLE PAGE SHALL APPLY TO THIS PLAN 2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION. BENCHMARK IS AN EXISTING IRON REBAR LOCATED NORTHWEST OF THE PROJECT SITE, WITH COORDINATES N 463604.7950 E 1983877.1626 AND HAVING AN ELEVATION OF 212.63. 3. PURSUANT TO G.S.113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 or 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATION COVER. IF ANY SEEDING FAILURE OCCURS, THOSE AREAS SHALL BE RE -SEEDED WITH RYE GRAIN FOR TEMPORARY STABILIZATION AND PREPARED FOR PERMANENT SEEDING. 4. SEE DETAIL SHEETS FOR EROSION CONTROL MEASURES & MAINTENANCE. 5. CONTACT PERSON: SAL'S INVESTMENTS, INC. / SAL HASSAN - (910)-684-0312 6. PARCEL IDENTIFICATION NUMBER(S): 9486-43-0444 7. CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES ONLY AFTER REMOVAL HAS BE APPROVED BY DENR. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENTATION CONTROL MONITORING ACCORDING TO NPDES PERMIT REQUIREMENTS. 9. SEE SHEET C5.0 FOR TEMPORARY & PERMANENT SEEDING REQUIREMENTS. EROSION CONTROL CONSTRUCTION SEQUENCE 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE -CONSTRUCTION CONFERENCE. 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE. 3. INSTALL TEMPORARY SEDIMENT FENCE AND STRAW WATTLE OUTLETS. 4. CLEAR, GRUB AND ROUGH GRADE THE SITE WITHIN THE LIMITS OF CONSTRUCTION. 5. APPLY TEMPORARY SEEDING TO ALL DISTURBED AREAS. 6. INSTALL UNDERGROUND UTILITIES. 7. INSTALL STORM STRUCTURES. 8. INSTALL HARDWARE CLOTH AND GRAVEL INLET PROTECTION AT STORM INLETS. 9. FINE GRADE BUILDING PADS AND PARKING AREA. 10. INSTALL CURB AND GUTTER. 11. INSTALL CONCRETE SIDEWALKS. 12. INSTALL ASPHALT PAVEMENT. 13. FINE GRADE ANY REMAINING DISTURBED AREAS. 14. APPLY PERMANENT SEEDING (GROUND COVER) TO ALL DISTURBED AREAS. 15. TEMPORARY MEASURES SHALL BE REMOVED ONLY AFTER APPROVAL BY NCDEQ HAS BEEN OBTAINED. \NG 30' �fORMWATER EASEMENT i� PB 142, PG 31 7 S i 1 �/ I - --- i WEST FAY PLACE ASSOCIATES D14 / / LIMITED PARTNERSHIP RIM-206.52' D14 / /' 9486336444000 INV-200.69' \ / PB 139, PG 66 DB 10045, PG 260 SSMH 5 1 RIM-207.18' SSMH o O INVUT-195.62'1 1 �� , % + 219.38 INV 195.70' 20' WATERLINE EASEMENT I I i ' PB 142, PG 30 WOOD FENCE x X X + 21 X 21250 \ X X X o n i+ S 24°02'37" W 62.24' x X + 2,2.1, N 23 2 04 E 77.22 2,3.4z N 198390 .761 X X � I @ E 1983907.7683 DIP TIE I i 'EIR' + 211.a5 EIR N 463604.7950 \ TIE LINE EIP 209.49 210.98 E 1983877.1626 ill I jI I EL:212.63 \ 9.63 j c21254 r- ',(%219.74 N N + 219.SO + 212.24 CA OI I + 210.21 + 212.19 N I I I I + 211.00 211,68 I I 1/) (/ + 214. 8 I I + 209.34 I I O p N + 21 47 / I I�� I I N II I I I 1A it ?I +212, 14 / 214. 1 220. D4 I I I I I I +C4'I'P1N INK FENCE + 212.75 1 cn + 210.50 X X 21266 + 212, 59 1 � O II I j 209.22 I I I + 211,13 i I I I I I \ I � 1I II EXISTING + F,67 WEST FAY PLACE ASSOCIATES I I, 0 1 O � CELL TOWER . 21 0 � ' 21248 LIMITED PAR 1 1 i z l X PARTNERSHIP I II I 9486336444000 ' i I`� 1 I 0 + 210.54 \ + 212,29 PB 139, PG 66 I o 02o9so 210.99 22o.oa DB 10045, PG 260 30:0 X + 212V0 + 212.18 I IID13 D13 21112 2� + 21 3s RIM-207.34' II `Ii '� � \ � x x z11 93 INV-201.55' o I 209.99 + 21f26 I I CD + 210.69 1 08.92 \ + 2128 + 219.7D o \ \ SAL'S INVESTMENT, INC. 212 WAL MART REAL ESTATE 9486430444000 s5 BUSINESS TRUST I C I o DB 10907 PG 336 9486349062000 I' I rff0114 ZONING: CC �\ PB 107, PG 17 + 2o9.a1� �86,532 SQ.FT. DB 5933, PG 307 + 210.42 1.99 AC � I � ' \ Q I III I I o f I� � I Ol III 1 1 o e6 SSMH 4 11 Lj r-t Z�0 + 21129 > �+ 219,21 RIM-206.45' ; j oo� Qz 1.81 F � I I w I INV IN 194.48' I '. ■ + 211.59 INV OUT-194.39' cA ooi I = + 21o2s 007 o INOTE: REMOVE AND ;7 209 6S + 21 .31 REPLACE SECTIONS L'�_J_______I �I_1 2 3311 oo I O -11 \ \ OF FENCE TO INSTALL II w 1 v I I UTILITIES. inn 3 0 S �� Ir I COORDINATE WITH o 1 1 \ + 211,4a ADJACENT APARTMENT + 21 21 * 87 � � + 219.55 COMPLEX OWNER. Ili 1 I + 209.38 l III 211 + 211, 9 X +28040 WW WW W - 1 S S 211.51 S I I 211.37 Cn + 210.87 i II I 13 52 211.30 I I w + 211.3 0 I O 209. 3 1 I 219.03 20' SEWER EASEMENT X 212.04 211.20 \ F EX. BLDG. 1 + 211.10 N PB 142, PG 32 v 1 o o (FFE-212.04) I I Il 0 I 0 + 208.97 PROPOSED j + 211 28 � + 21a45 I BUILDING I I CO / ) N I 3L1 2 7 6 \ 2.04 1 2450 GILLIS HILL RD. PROPOSED + 217.a3 o X I 21 / y I I I BUILDING <v I I o 1 I �1 I I 212.04 \ w o l 216.5 212.04 \ w� 212.04 ae 212.04 21\ l iI I X o 212.04 5.7a 2 z16.2 80 + 11 21 e2 s z .3 6 211.37 D12 D121 211.37 RIM-205.01' iI 51s + y 2126 72 212.00 �1�V \ I I I + 2 7. 6 1D. 210 65 + 210,�9210.5 �'11.1 211.85 �+ INV 202.62' i l I 211.42 ++ 2107221 47 N 1� I 120 1 211.32 21 18 - ti ° 214.84 x o o 211.90 0_ a + 214.52 q o N N w 2 211.94 I� II I N O 1J 12 :91 .... . . . .21:1. .+.209.43. '. . . I + 10.83 I + 213.83 Cn zi.o. 211.15 ..... 211.20 o'. . it I 210.40 95 �.... I I 209.90 w 211.00 .... Zoe s X 2M. 10.40 210 90 z.10 211 / . + zo9 07 / cn II I INi No iI I zz 211 39 +'210: 211.42 D11 U 20 .4 \ 209.85 52 D 68 I� ..` 21Q40. + 1D.56 + RIM 204.41' U D11 w 210 za9.26. OFO� \ + 21� INV 202.28' I it O 1 �. ' '4D'' CI-1 .. 210.42 Cl 2 + o.s LP w'� 1 � 210.50 210 59 TOP-210.00 0.4� \ I Ili l I LL ",! .,' TOP=209.00 o a 210.25 INV=204.87 + 211.00 1 I � o o .� � INV-205.50 \.. 210 Lui -O 2 5 5 210.40 0. 1.. + zr0.3o ° o.3a + 210. t 208,51. . . .. . . . 210.18 6.. . THICKEN 09. + 21 D. + 21 41 o SLAB TO iI X 2Q7.8. 126 LF 15" RCP @0.5 /0 5 ACCOMMODATE 4 9, 210.60 210.05 SLOPE i� Ia7 .& 209.07 209.90 4 21077�, + 2 .28 + 2 6.3 I 1 �1/ GN 2 �� 09 1� - 2,0 BRIG( I2 ;3 0 � 2os. SSMH 1 I' CIOLUMf ,2103. 6 208 208.30 60 LF 15" RCP @1.85% I I 1 206.78 RIM 202.58' I I I 2 0 + 20Z19 20 94 9 I I I I 7 _ +20 2 20 INV IN 192.88' TC ln I � �� 2 �09 INV OUT-192.78' i iI #2oSSMH 1 I I I � `'�205 206 \ 207.93 207.93 2 208.38 208.20 1 \ �, 7 . 9�V 205.72' \ 2o6.as 207.20 207.30 zo 3 p TC 111 /I 2 _== - 4 15" RCP R/W R/W R/W R/W R/W R/W -- R/ R 203.30 z 206.70 206.80 a o00 ��os72 SD----SD----SD----SD----SD- v 201 406 R/WF d�/W R/W R/W R/W R/W INV OUT-198.3T _-- 4 2 1� 'RCP P6 06 oy99 as____QS____QS__-I_QS____QS____QS_ __as___�Qg ��nc n ___(IS____(IS____4 S___ a ____Q _6.5 -_ aSr +208 9 �0583 '�*207,79 CIOVER2)'3-.23 - --- 205.47 w----w----w----w----w---w---- - _1 hzo7 s3 08� 20b 34 2�Wq/as _ 18" RCP °C� �oc� 206.31 w____w____w____w____w____w____w____w____w____w____w_ _�� ___w____w_ w____w__ w____w____w____w as INV-200.71' z .24 207.03 7 7-2* _W zo 8 _w---- w----w----w- 05 4 INV-205.8�oa.15 RIM 207.15' 61,', INV IN-205.36' GILLIS HILL ROAD �GQQ� , INV OUT-203.76' I SR 1102 - PUBLIC RAN VARIES �5 INV IN NEW 15" RCP=203.76 SSMH 3 SSMH 2 + Fs-S----S----S----S--- 202200 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W- R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W SSMH3 SSMH2 RIM-200.12' RIM-202.00' os' INV IN-191.05' INV IN-192.54' i INV OUT-191.02' INV OUT-192.48' UNABLE TO DETERMINE TERMINUS OF PIPE Landscape Architecture ♦ Fayetteville, NC Civil Engineering ♦ Southern Pines, NC 116 N. Cool Spring Street ♦ Fayetteville, NC 28301 Voice:910-221-0033 ♦ Fax:910-221-0035 w w w. c r a w f o r d d s n. c o m ,��►/IIIIUI/i��, ,,,,,�q/111111Ui4ji O ES I GN Q�O Q E S I GN p�0 7777'% oO�q�' �,,0� NEERj P R E L I M I NS A R Y E NOT FOR SALE OR CONSTRUCTIO 20 ?P � ♦ 2a �P CAR0y\ C X, RTH AROB"\ C, 1111►�1111111�� S E A L S R0&CAxx ��ti'G. P R E L I M I N A R Y NOT FOR SALE OR CONSTRUCTION Y ��III/IIIIIN��, PERMIT SET R F V I S 10 N S Him z 0 F a 0 z 0 J a 0 z V 117) Jz zJLu 2 yj 117) W (n W 9JF- cl) Jw a_Q 117) LL z J L.L J O z O U z O VJ 0 0. W 0 z Q FLU V Q z L.L V z (LL V PROJECT DETAILS Project Manager: FDC CAD Technician: ILB Reviewed / Approved By: FDC Project Number: 21021 SCALE 0 30 Full Scale: Horiz.: 1" = 30' 60 ISSUE DATE 12/3/2021 SHEET NUMBER