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HomeMy WebLinkAboutNCC240195_Site Plan or Location Map_20240123 ESPC LEGEND \ --// ESPC I BMP LINETYPE/SYMBOL O p EXp4 G CONSTRUCTION EXIT(CO) I.�t /� F$ITE BOIL-DIN BUAAp\NG '1 SILT FENCE(SF-REFER TO SHEET C08.4) ••••••••• `A-�/� (11!1 %.1% I I OF GFFS'CE /- \ SILT FENCE(SF-REFER TO SHEET C06.4) A. _ �/ I - \ \ INLET PROTECTION(IP-REFER TO SHEET C08.8) 120 pIII 444 / \ • \y\ \ OUTLET PROTECTION(OP-REFER TO SHEET C06.4) 11 II .; BUILDING OVER i / \ ``\\ pp DUST CONTROL m WD,�G I'(. too x 18.23 I P/L BY 1.53' �GDP \ x 12119 -` ,N /„' TEMPORARY SEEDING m Cy'� ��� A�gG I1 A BUILDING i RETE WALL_ --1�19y"� \ / _ � � PERMANENT SEEDING m 4-SE K`� G�FS, +1'r too H $ T \ OVER P/L2. BY ii - /// g"ZONB-- 27 �2� ^/ \\\\ \ \\\I\\� CONSTRUCTION ROAD STABILIZATION CRSS GQQ / / -0•. - x 120 i I Iy11 I 1 -,�$6 CONCRETE WASHOUT CWO 0 /x // / 120. 121SLOPE STABILIZATION I'.'.- -.I/ / 117. / f / f q1 20 I� 04.11 t` \ HAY BALES F / $` / ® ` \® ' \ �(~� `) \\\ \\\ TREE PROTECTION / ROSEMECALIFORNIA 91770 \ .1p,- 1683 WALNUTAD C GROVE AVE. \ x 119 GOPx7,,:ss x 12o.ao _ i$"1 1 \\\ \ \ 120 63 x \ I ( , \\\ /\\\ SEE LANDSCAPE/TREE PROTECTION PLANS FOR LEGEND SPECIFIC TO TELEPHONE:626.799.9898 ,,``Pj 120.13 - G�j/ / x 115.18 \ \ - _ N',o, ��� \\ ^J \\ FACSIMILE:828.372.8268 O / Q _x - u ,y 6X \ \ W\\\A THOSE SHEETS Q�// r^ 1 1 �x 1 49' g 120.57 / `�$ 004; �$ 9 R zo36\ o II 1 \ N\k '''' \ 119.4V x119.3 _120.05 �m-? -�•� x 11 76 ,^6A0 } / /x {,19.35 - x- // ® \ \ x 7 g 19.52 �12 6 1':• ...110• 001%,4 _ 2 %\ \\ All ideas,designs,arrangement and plans indicated or ��.+ I AIN \\ \\\ represented by this drawing are the property of Panda F \ Express Inc.and were created for use on this specific I/ \ 1 �� •00...011� ��•` �� \\\ �\ project. None of these ideas,designs,arrangements or \ \i- x � •� �� I�"r:�. \\ plans may be used by or disclosed to any person,firm,or SILT FEIKEP SHEET 9 / 1..........________,..._-_,:"..91. 6 `� /AN \ Panda th written lnp of eGQ I / \ \( \\ ®® ® p8 m 120.' `•�•''':::.0 Et , �. I-irob \ 1 % \\/ \\\\ corporation press Permission x 113.9 \ Yi0 _--__� �'®C 119 �' o ` 5 \,h\ \ .'- N i I ,O• a V :p\--, I \ DC '2� ORANAGE AREA M=attfC(SHEET C06.8) ,0•'•,� ^� / k ` 11,1 Nm'\\`� jr_ Ow 1,x 11126 I I \i\x\ I `� - ^^d/ 117a II �011r �, 2 _ .`L % \\ �,\\tss 01EVCITOY COMMENTS 11/09/23 /\ \ DRAwne AREAA30 o6Ac(SH ETcose) 03 // 4\ ssz r02 CITY COMMENTS 12/12/23 Z/::::5"/:1 r _ ®- .•� �`"Qo,`� o ��j , \ \ 03 CITY COMMENTS 12/22/23 r t +' m\ o� al04 CITY COMMENTS 01/09/24 x 11046 / 1 ' x12r'� / _ n 1x 112.12\ /:) / L-•. I w �� \l\/ PEY Q �i/ ,g 9 \�/ /O ^^A' I ` ' ,120.6 120.6 x f I/1 x11a.7 3 4 =gym ///1h. 1' �� � \ \ \\ / sILTFwcEz(sHEE/CA6Aj �// �$8 /.- I s e•K1t�� 'l /, j� x �Q ilir o �\ �� \ a���\ , / - 110�21 / / / h 4 ` Ox1 / = 0 \ \�'H266/ / 2.600 SF q `/ \ 0 37 POW HPE \ \ 1Z6' 'T- `Tsy/ ^ti// FFE=119.30' / �owxaceAR9Aaz=o.mAc.(tHIErc. A .o x s / s.1 z i ISSUE DATE: 1^3 N DC TS ,i..7 / 1 x 118.35 /n / 12:.0 / / / ® i X2o3- / / • � k\ \ \ )11 \ °0\125.6 9S / / 01 PERMIT/BID 05/31/2023 / / / ^ - �f'-[�' -_rt�--� ____- - - - - -= / , fl j w p 115, k i 02 PERMIT/BID 11/09/2023 / s I - Tht \ \ _ /� / ® I I \ ml r� '0�\/ z5o z5.7 03 PERMIT/BID 12/12/2023 1� / y V _ _ _ _ _ _ / I ' f+l .: � sPWD R\ fr ovi��A� 04 PERMIT/BID 12/22/2023 01 ` / \\x 05 PERMIT/BID 01/09/2024 • x1 ' �PANA6EPROA�10AC.(SHEETDWL6) ../ / / 1 \ 117.K/ 116,,5 '1." ' I \\ ;1•/ASEM�N T,15.3 91-0•ar / 1198 \ \ 10 / '14.4 \ 1 11 e __ ® xtars - _ - - - - ® � 774, PG. 7 7 � z I \ . . . E �75 x 116.8 --24-7- - - - 116,c 114.5 // \',i / /1123 '-,All All' 11` 7 / / ':71 I I.� ril//� 119.75 m m� \ m' :11‘043•,11/!_l ` DRAWN BY:HB >11'4'7 $� 115.2 x116.5 /,(/, 0 \ ` / ''7 \ x1151 xx115.7 - , {r'}��xIPDRAINAGEAREAAt,0.O643(BHEETC06 1 ` % = f: 118.40 /x112.6 I,137\ ;• /6; • \ / PANDA PROJECT#:S8-24-D25523 x 1133 '� 1s 116 - x ® `® ' '�`^^° - / PANDA STORE#:TBD / - 112.0 -1LiF_NCE� x x-f x oo, ro, oo, oo, oo, oo, oo, oo K= - - 118.as 17.4z 'mo, / ��f mo, mo, / 11�4Z_= .67 116.47 uFEN Es(sxEETW8.4) / CIVL PROJECT# 220203 '.1W�' ao, 115.7 -- -- ---- -g 118.77 '%119.34 • �n mo, 115.22 ------ - L1------- -- ;-1 / / 116.1,) 116.4 _ -- -__----,114.68 ---_y-- 115.31 / / \\ ./'� ' 119.98 mot 1�7fi _�---x 114.78 / i / - i118.� / _ 114.22 _ ,y0.07 / 11259--=_-- -113.27------- \ SILT FENCE IISfEETC3J -___ / / �: SF \ / ��G / 119a41-'-�'��x _�-_-- �z.oa \ __ \ \ SILTFENCEI(BHEE MA) \ \ / / / / / ,1730 �711774 11802 11• 2 83 \\ /--- 1196'1- ,� INGENIUM \ \ \ 16.83 / 118. ,/ 114.48 116.27 _ _-x ::://-81 ,X-\ -115.51 _/ --_-- T- -T- 117.33 > -�- NI' x120.41 .---T` ----a•- 116.E \ -11a10 -_ 16.22 118.89 \ _ - _ _ 11585 -1 _---�16a2 ,�+� „�9j / / \\ / INGENIUM ENTERPRISES,INC. \ \ - �_ \ - 11z.60 -� - \=i14.39=__----------\ 115.63 _ - - - -y-1n�_-- - - 1 19445 SHUMARD OAK DR. '�� 11158 \ \ \ "6.96 x 17.76 118.28 / \\ x 119.8 SUITE 102 r \7 JEFFREYS ROAD II((/ LAND 0 LAKES,FL 34638 „040 \ \ VARIABLE WIDTH PUBLIC R/W / ,199 120.19 PHONE: 813 387-0084 x 118.57 _-,,--: BASED IN THE WEB SOIL SURVEY I \ M.B.43,PG.316 F- w \� / AA0 7-28 7�120 INFORMATION,ALL SOILS AT THIS SITE NCBEES CERTIFICATE#C-4114 •o._ \ 111.32 \ N112.97 (NC DOT) - 149.0=j20.57 _mac--- -t=-_-�_-_�-- �_--- _ __- 14_67_ / / /� 120.20 1oss3 ______ ___ s.2& 12 ARE CLASSIFIED ASUDORTHENTS, n1.7s i1a.4a -�_,�--= n84 / / i114 6 LOAMY SOILS 115.12 - 189 3 2 ___ _� 116.68 - --,-- , ....../ ,a' 120.57 /�, _-� � 110.36 118.17 -- / ���'" x / 119.61/1^9. 101i/j � / / - / /,�78�\1111.76 / /// �20 01 +/�/ - / ----- .--1 � _ - 9 / 9 \\ / 1�- //// 1 ' TOTAL DISTURBED AREA THIS \�A, . I 11I/ A°../}/. i �.., PHASE: 1.42 AC. A4 ESPC NOTES J 'Hc�a •.,, S GENERAL 7.SEE GRADING&DRAINAGE NOTES. MAINTENANCE AND INSPECTIONS roiinai_8:1 ;SOPpEge10••`',•'.; 1.EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. 1.SEDIMENT CONTROL DEVICES MUST BE INSPECTED DAILY AND IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT SLOPES AND DISTURBED AREA STABILIZATION CHECKED AFTER EACH STORM EVENT AND CLEANED OR REPLACED www.nc811.org I. 04�Dp PROVIDE FOR EFFECTIVE EROSION CONTROL,ADDITIONAL EROSION WHEN THEY REACH 1/3 OF DESIGN CAPACITY. '•, CONTROL MEASURES AND PRACTICES SHALL BE IMPLEMENTED TO 1.CONCENTRATED FLOW AREAS AND ALL SLOPES 2H:1V OR STEEPER 2.MAINTENANCE OF ALL SOIL AND SEDIMENTATION CONTROL - CONTROL OR TREAT THE SEDIMENT SOURCE AT THE EXPENSE OF SHALL BE STABILIZED WITH THE APPROPRIATE EROSION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR ,..F9'€NOINE�rA THE CONTRACTOR. MATTING OR BLANKET. PERMANENT,SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE '•,,F;1n.... ,e`• 2.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED 2.ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND CONTRACTOR. 4 "'(.,I,(4?6t,� BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL VEGETATED WITHIN(])DAYS OF THEIR CONSTRUCTION. 24-HOUR CONTACT: MEASURES AND PRACTICES PRIOR TO LAND DISTURBING 3.ALL DISTURBED AREAS SHALL BE GRASSED AS SOON AS ACTIVITIES. CONSTRUCTION PHASES PERMIT. NO EXPOSED GRADE WILL BE CONTRACTOR SHALL COORDINATE ALL WORK OFF JOE CELENTO 3.ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER LEFT UNSTABLE FOR MORE THAN 7 DAYS. SITE WITH THE ADJACENT PROPERTY OWNER AND THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY 4.PERMANENT GRASSING AND LANDSCAPING OF DISTURBED AREAS OBTAIN APPROVAL FOR HOURS AND DAYS WORK (912)272-4811 SEEDING. SHALL BE COMPLETED AS QUICKLY AS POSSIBLE. TEMPORARY 4.ANY AMENDMENT TO THE EROSION CONTROL PLANS WHICH HAVE A STABILIZATION BY MULCHING AND/OR TEMPORARY SEEDING WILL BE TO BE PERFORMED IN THIS AREA PRIOR TO THE ESPC PLAN SIGNIFICANT EFFECT ON BMPS WITH A HYDRAULIC COMPONENT REQUIRED IN THE EVENT OF PROJECT DELAYS. COMMENCEMENT OF CONSTRUCTION. MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL. 5.WIRE MESH REINFORCED SEDIMENT BARRIERS SHALL BE PLACED GRADING PHASE 5.THE PERMITEE IS ONLY RESPONSIBLE FOR THE FOR THE AT THE TOE OF ALL FILL SLOPES. INSTALLATION AND MAINTENANCE OF STORM WATER MANAGEMENT 1 DEVICES PRIOR TO STABILIZATION OF THE SITE AND NOT THE OPERATION AND MAINTENANCE OF SUCH STRUCTURES AFTER DRAINAGE 20 40 CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. Feat 06 . 2 6.EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE 1.ALL DRAINAGE STRUCTURES SHALL BE EROSION PROOFED. INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND �, SCALE:1"=20' MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. S PANDA HOME 2600 R4