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Home My WebLink AboutNCC242896_Site Plan or Location Map_20240919 T -�ir. _ T ' ESPC LEGEND ' ✓ ea \ \ EXCAVATED DROP INLET PROTECTION Al EXCAVATED DROP INLET PROTECTION A1.1 1 EX ntera1I1$ l \ __ O\ I I ESPC I BMP LINETVPEISYMBOL O A �/ 1. DRAINAGE AREA=0.02 AC 1. DRAINAGE AREA=0.22 AC =T5�5�t -_ _- CONSTRUCTION EXIT(CO) I==L====_. 0.1 2. REQUIRED SEDIMENT STORAGE=67 CY/AC(0.02 AC)=1 CY,27 CF 2. REQUIRED SEDIMENT STORAGE=67 CY/AC(0.22 AC)=15 CY,405 CF -=_ t9rev2 was Ca ned out i I I I B2p SILT FENCE-TYPE C(SF) Pla Sheet1Pa�1 h base,L,,,,the information 3. EXCAVATED AREA DESIGN: 3. EXCAVATED AREA DESIGN: 0.� °jilt: provided e`'8 by the design engineer. \ -_- I_` Dry -- I I _ \ SILT FENCE-TYPE C DOUBLE(SF)Ov: all Approval As fThe This revie)1 was done using the = _ / =- EXCAVATION DEPTH=2 EXCAVATION DEPTH=2 INLET PROTECTION(IP)-SEE SHEET C08.8 FT FT Fol wing Date 8/29 024 minimum acceptable Standards Of - ;i= SLOPE OF SIDES:ULAR SLOPE OF SIDES:2H:1V ,,•WrvV / SURFACE AREA:255E SURFACE AREA:225 SF / • the appli able jurisdictl _, - _= 1- - _ � I=11 •, `�•- SHAPE:RECTANGULAR SHAPE RECTANGULAR OUTLET PROTECTION(OP) (-• •=-- DIMENSIONS:5'W:5'L DIMENSIONS.15'W:15'L --- --- \ ' A T \• "r ` I L -\\ DUST CONTROL DISTURBED AREAS Du \'.�/� +� • � - 4. PROVIDED STORAGE=2CY,254CF 4. PROVIDED STORAGE=17CY,459CFCOIV� r - o - �`� , _ /--T- - TEMPORARY SEEDING TS �je - - 1 \I \ �iiiff ( PERMANENT SEEDING PS ''/ E K n. •_. ® f I MULCHING M I I �\ EXCAVATED DROP INLET PROTECTION A2 EXCAVATED DROP INLET PROTECTION A3 �� SLOPE STABILIZATION \ \ I / N\m PANDA EXPRESS,INC. o1- J� ____J 1. DRAINAGE AREA 0.09 AC 1- DRAINAGE AREA 018 AC TREE PROTECTION ZP� SODDING DU 1I L a 4 III m\ o �' i--. I I III � III � eLocnAn9GRANELPRmEcg6N \�I- �i_. I _ � 1683 WALNUT GROVE AVE. \ '.II825-III III., A�. $20O ��`•. -� - j-I � 2. REQUIRED SEDIMENT STORAGE=87 CY/AC(0.09 AC)=6 CY,162 CF 2. REQUIRED SEDIMENT STORAGE=87 CY/AC(0.18 AC)=12 CY,189 CF SEE LANDSCAPE/TREE PROTECTION PLANS FOR LEGEND SPECIFIC TO ROSEMEAD,CALIFORNIA 91770 r RR�� m_-�� THOSE SHEETS ill $ , •w t \ - 4\ ... -_--__ 822 823- - 3. EXCAVATED AREA DESIGN: 3. EXCAVATED AREA DESIGN: TELEPHONE:626.799.9898 • ( I)`+y\ $2 t 824 FACSIMILE:626.372.8288 d2 Q --� EXCAVATION DEPTH=2FT EXCAVATION DEPTH=2FT .7 I aF IG` \_ �, 1// ��_eV r2 __�0 82 El DU 825 SLOPE OF SIDES:2H:IV SLOPE OF SIDES:2H:1V 11. ' - /`�{ \ �/ I BLOC ' PROIE _ - _= SURFACE AREA:100 SF SURFACE AREA:169 SF �� I 11 \82 L�' DU / 824 ___='.-----_--- SHAPE:RECTANGULAR SHAPE RECTANGULAR IL ESPC NOTES 4 W / o o= ,----_-__=:_----__-_ DIMENSIONS:10 W:10'L DIMENSIONS.13'W:13'L All ideas,des arrangement and indicated or // = I I ' 826 _ _ designs,artange pans n \ B2d, \\\ \`_ 825-L�82 - \ represented bard drawing are Me property of Panda �. '-/ \ \\\ ___ \ 4. PROVIDED STORAGE=7 CY,189 CF 4. PROVIDED STORAGE=13 CY,351 CF GENERAL Express Inc and were created for use on fins specific / /1 1.- t None of these ideas,designs, is or \ \ - / pens gns arrangements fJ----- 1.EROSION CONTROL MEASURES SHALL 8E MAINTAINED AT ALL Ions may be used by or disclosed to an fnn or \ / \ �%�� TIMES.OTPROVIDE IF FULL IMPLEMENTATION OE OF THE APPROVED DDI DOES p the y person C \ f �\ / 0 NOT FOR EFFECTIVE EROSION CONTROL,ADDITIONAL corporation without Express Inc.permission of � . DRAINAGE PRFAA7-OOPAC(SHEET COfi B) EROSION CONTROL MEASURES AND PRACTICES SHALL BE Panda Express I �B2j \ $25'- ,-DRAINAGE AREA A1.1=022 AC(SHEET Coss) \ _ IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE AT THE EXPENSE OF THE CONTRACTOR. \ ® -II ®6 J 'EXCAVATED DROP INLET PROTECTION A3.1 EXCAVATED DROP INLEAROTECTION A4.2 2.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED a�' BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL /. I x -- jF ��..S� MEASURES AND PRACTICES PRIOR TO LAND DISTURBING REVISIONS: \ ` I ,..I.. ��/� ,42) 1. DRAINAGE AREA=0.10 AC 1. DRAINAGE AREA=0.0]AC ACTIVITIES. \ \_ - / __ V2_o A.il �- .�\ 3.ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER 01 TOWN COMMENTS 04-24-24 �� / �% r \ 2. REQUIRED SEDIMENT STORAGE=67CY/AC(0.10 AC)=7 CT,189 CF 2. REQUIRED SEDIMENT STORAGE=67CY/AC(0.07 AC)=5 CV,135CF THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR +\\ 02 TOWN COMMENTS 06-25-24 \ \ //T / .��"0, g21 \\ TEMPORARY SEEDING. 82 �� 000011 / / _ / \�� 3. EXCAVATED AREA DESIGN: 3. EXCAVATED AREA DESIGN: 4.AANY SIGN FICANT EFFECT ONEBMPSOWITH A HVDRAULNC COMPONENT 03 TOWN COMMENTS 07-30-24 \ 0 �FA% e"la / , i;V)) EXCAVATION DEPTH=2FT EXCAVATION DEPTH=2FT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL. \ 1- 1 / _ SLOPE OF SIDES:2H:15 SLOPE OF SIDES:2H:iV 5.THE PERMITEE IS ONLY RESPONSIBLE FOR THE FOR THE pWNACE PREAAt=AIISC.ISHEET C06.61 \ I55 is... / [+r SURFACE AREA:121 SF SURFACE AREA:81 SF INSTALLATION AND MAINTENANCE OF STORM WATER \- 1 DD .� . �826 I' SHAPE RECTANGULAR SHAPE RECTANGULAR MANAGEMENT DEVICES PRIOR TO STABILIZATION OF THE SITE N I I' 1 - / \ DIMENSIONS:IINJ:11'L DIMENSIONS:9W:9'L AND NOT THE OPERATION AND MAINTENANCE OF SUCH \ II '® / STRUCTURES AFTER CONSTRUCTION ACTIVITIES HAVE BEEN \ 1�I.• Se O. / \ 4. PROVIDED STORAGE=9 CY,243CF 4. PROVIDED STORAGE=6 CY,162CF COMPLETED. 1 I 1/// TS!DU / - 6.EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE /829- /I / a I B:B-� INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND ,,,® g29 CP3 11 MAINTAINED UNTIL PERMANENT GROUND COVER IS ®DU I,�� / TS ESTABLISHED. III v'.1,_`i .10..I / DU 7.SEE GRADING 8 DRAINAGE NOTES. ISSUE DATE: 1//// / I\ 01 PERMIT 10-03-23 \ ! 00001 \ [EXCAVATED DROP INLET PROTECTION A5 SLOPES AND DISTURBED AREA STABILIZATION 02 PERMIT/BID 12-20-23 I � 829 1.CONCENTRATED FLOW AREAS AND ALL SLOPES 2H:1V OR 03 PERMIT 04-24-24 $30� • 1„�r ! / 1. DRAINAGE AREA=0.09 AC I I //V_/ '®' �I \ STEEPER SHALL BE STABILIZED WITH THE APPROPRIATE EROSION 04 PERMIT 06-25-24 CONTROL MATTING OR BLANKET. Poi �0/ 2. REQUIRED SEDIMENT STORAGE=67CY/AC(0.09 AC)=6CY,162 CF 2.ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND 05 PERMIT 07-30-24 � ,"e,{ I ,05,,,,' �8 /"., VEGETATED WITHIN(7)DAYS OF THEIR CONSTRUCTION. 3. EXCAVATED AREA DESIGN: 3.ALL DISTURBED AREAS SHALL BE GRASSED AS SOON AS 1 '/,/1 \ EXCAVATION DEPTH=2FT CONSTRUCTION PHASES PERMIT. NO EXPOSED GRADE WILL BE I LEFT UNSTABLE FOR MORE THAN 7 DAYS. i831/ I' ,,® I 830 1•�� / \ \B,7p\ SLOPE OF SIDES:2H:1V 4.PERMANENT GRASSING AND LANDSCAPING OF DISTURBED AREAS //// 830 SURFACE AREA:100 SF o- I JI SHAPE:RECTANGULAR STABILIZATION BY MULCHING AND/OR TEMPOSRARY SEEDING WILL I I III;; '-_1 I 10004 z J \ DIMENSIONS:10'W:10'L PP L--- BE REQUIRED IN THE EVENT OF PROJECT DELAYS. \\� �1 00001 z 5.WIRE MESH REINFORCED SEDIMENT BARRIERS SHALL BE PLACED DRAWN BY:INGENIUM \\\\I J $, \ '� 0 1S„' -II\ 4. PROVIDED STORAGE=]CY,189 CF AT THE TOE OF ALL FILL SLOPES. \ g iliillb Abb. 2/ I I .®V _831 ®��I , 831 I I / I' lc _ / DRAINAGE \ � ,83 r � �� IP � AQ it--�� ` 1 1 �' DRAINAGE AREA A3.1.0.IOAC.(SHEEi CO66 e'2i� 1.ALL DRAINAGE STRUCTURES SHALL BE EROSION PROOFED. PANDA PROJECT#.D24943 / ® PANDA STORE#:TBD \ �,�"i ,��I m MAINTENANCE AND INSPECTIONS / �;:E4 6J4 _ CIVIL PROJECT#:220146 833 I 1.SEDIMENT CONTROL DEVICES MUST BE INSPECTED DAILY AND -� / \ CHECKED AFTER EACH STORM EVENT AND CLEANED OR \� I, ! 0 / REPLACED WHEN THEY REACH 1/3 OF DESIGN CAPACITY. \�\ i DRAINAGE'EA AAA 0.16 AC.(SHEETCO6.8) 8`3? 2.MAINTENANCE OF ALL SOIL AND SEDIMENTATION CONTROL _ - - / \ MEASURES AND PRACTICES, WHETHER TEMPORARY OR Y� 11I \ OD /® _ \ PERMANENT,SHALL BE AT ALL TIMES THE RESPONSIBILITY OF iiI/\ - 834 1 I 1 I E o _dry ® / I \ \ THE CONTRACTOR. , INGENIUM I II I NI I I', �I 835- YI I. I / - / INGENIUM ENTERPRISES,INC. I i ili1 m \ a�� 5991 PARKWAY NORTH BLVD. I\\\\\\�\\\\\\\ SUITEA II GUMMING,GEORGIA 30040 /I -83s 1 0 I �I BASED IN THE WEB SOIL SURVEY PHONE:(770)437-8850 c I � I \\\ \ \ INFORMATION,ALL SOILS AT THIS SITE II �1 I 1, \\\ NCBEES CERTIFICATE#C-4114 II/ - -_ II II CO ® DU II _�\ II I • ' I I I \ \� ARLOAM CLASSIFIED SANDY LOAM,AND AY �I _ � jl" I _ \ L=I== VANCE SANDY LOAM II 835 7 1 IA jI II ® \ -83 _0( III )\‘‘. \\ II I I al • 11 -,1 1 I I III - -834-$36 C I I / \\ TOTAL PHASE: 1.17 AREAAC THIS \\ II \ I I I I \ I c c :36 I/ \\ I I VA w Ili Iv, �\ �/ lI I IP I I / _�I �- North ................ III il DRAINAGE AREA A5.009 AC.(SHEET CO66) l r FE.l3 '.. I \/ �OC EXPO I II MINA EPA�4 R OO A( 2 ; I n a �=-� Carolina__ s 1 // / +I II1 a e •/► I . \ L www.nc811.or9 '? � rI q�� Q1U1-� \\\. 43 - � .� \e 0, 4 __ 83 Mi I 4Y A. I I \ � ytt`l- _ � \ DU A1,$40 �F2.869S75 \ I 2 TS\ I24-HOUR CONTACT:\ At,. I DU JOE CELENTO \ 1 l (912)272-4811 -...-- gi -.....2_ \ - _ r� N� ESPC PLAN II \ Boa \ \ 1 1 __836 -- - MI -835CO ^�\ �. GRADING PHASE �- - EPs- _ a• r: .'.., r.. _ _ .__ rry 006 . 2 SCALE.1=20 . ..., • ,__.. PANDA HOME R4