NCC233802_Site Plan or Location Map_20231222

EROSION CONTROL LEGEND
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\ ,\ �^r ESPC BMP LINETYPE/SYMBOL REFERENCE pP EXp�
"'\ DUST CONTROL A .��
DETAIL 10,SHEET C06.7 NI' O
\ / ® CONSTRUCTION EXIT DETAIL S,SHEET C08.7
SEDIMENT FENCE pETAIL 5,SHEET 006.6 417.
/ TS TEMPORARY SEEDING 0 DETAIL II,SHEET C08.7 • eb)11) •
I I / .. / ...6 // // ® INLET PROTECTION ® DETAIL 7,SHEET CD6.6
Il ill/ j / /// /// RIP RAP O ? � DETAIL 13,SHEET CA8.8 ��' ��
I l - I \% \\ '/ // Q PERMANENT SEEDING O DETAIL It,SHEET C06.7 /�� /+
I `1, / \\ A \\ --_ // 50D SODDING 50D SEE LANDSCAPE PLANS E K�'�V
P'r Il I \�\ \ --__ \e_ _ // LIMITS OF CONSTRUCTION L SEE PLANS
II / I I\ \� a -__ / I i / / SKIMMER Q DETAIL 14,SHEET CO8.8
l / \ // I / \\ // BAFFLE ® DETAIL I5,SHEET C06.8 PANDA EXPRESS,INC.
\\ OA' \\\\\ --// \ 1 1/ // INLET DRAINAGE AREA SEE PLANS 1683 WALNUT GROVE AVE.
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'2,..,:„.., yi \ . / ROSEMEAD,CALIFORNIA 91770
.. _ --S s_---' I \ I `A / // SILT FENCE DRAINAGE AREA \A SEE PLANS
Jl I ` _ / _ �_ -- _ -�-_ -- I I / I / / TELEPHONE:[phone]
/ / OUTLET DRAINAGE AREA I/-1 SEE PLANS FACSIMILE:8 26.7 9.988
// \\ II /y10 / / / /SPORTSMAN DIVE \ / // SEE LANDSCAPE/TREE PROTECTION PLANS FOR LEGEND
ll \11 II / l ( Vriable Width Pu IIC R/W \ \ "` I I SPECIFIC TO THOSE SHEETS.
11
/ II / $ I I s llideas,designs,
na awereW9emen�annP�o property d plans indicated or
I >s� / / r Panda
11 - I / l / °s N\ I ESPC NOTES Pre specific
.^ !� /I __ -__ ____ _ CONTRACTOR TO CONSTRUCT/ (� Express
None of these ideas,designs,arrangements or
I -� T \/ I l sc 1 plans may be used by or disclosed to any person,firm,or
1 II LIMITS OF CONSTRUCTION / TEMPORARY UNDERDRAIN/CULVERT ,y GENERAL
/ / / o f UNDERNEATH THE PROPOSED__ //_ / I \ corporation without the written permission of
1 II I I / / CONSTRUCTION ENTRANCE. I I Panda Express Inc.
I I I 1.EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES.
/ II yye / / 0 CP / / / o / ' \ l IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT
___ J ---7___ PROVIDE FOR EFFECTIVE EROSION CONTROL ADDITIONAL EROSION
I 1 / X -�, „ X om 1 66s / I I �\ I CONTROL MEASURES AND PRACTICES SHALL BE IMPLEMENTED TO
V X \ °sc„ \ CONTROL OR TREAT THE SEDIMENT SOURCE AT THE EXPENSE OF
,I I •' .µ ® / r_ X / I I \ \ THE CONTRACTOR. REVISIONS:
/' / / /�% / / � 2.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY
11 I I GO- -` I/ \� `®�-i-•_ / \ \ THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES 1 CITY COMMENTS 10-25-23
J' / i •-_e \ \ AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.
1 / 11 N. ' / •i_ •: I 2 CITY COMMENTS 12-12-23
\ (, i�„q,�.�i i••�_ \ 3.ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN
/ II 11 • ,� \ \�,iiii��i-�ii,�i��� / \ \ SEEDING.DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY
�� \\ 1111 -i•�ii ii�Iiiiiiii��` J \\ \
Ili 11 / aq\� ` \ '"�.� iii/iii�i••0•' 4.ANY AMENDMENT TO THE EROSION CONTROL PLANS WHICH HAVE A
III �•��� 1�N�1i-i�i 0iPelli G SIGNIFICANT EFFECT ON BMPS WITH A HYDRAULIC COMPONENT
/ �- �� tto I • • �L'- MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.
11 �iiv ��-iiii�ii .Q
f i 00 • `/--Q•iii•i �.�1iii�iii7 / •S�y N. \ 5.THE PERMITEE IS ONLY RESPONSIBLE FOR THE FOR THE
11 A i i `� \ INSTALLATION AND MAINTENANCE OF STORM WATER MANAGEMENT
/ / \+ I I GI I I �•���i�i.i�i b 474/ r\ \ DEVICES PRIOR TO STABILIZATION OF THE SITE AND NOT THE
�. •Pi.•• 7 \ \ OPERATION AND MAINTENANCE OF SUCH STRUCTURES AFTER
I II / I I I . s'�oi••..-i•i d,.. 9
/ ( I 10
i i --i i i i i/- 4 s p CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED.
11��iiil�iiiyiii O. \ \
/ i i i i i i i i' N. \ fi.EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE
I II I/ I X i---•---T \ l\ \ INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND
' / m I I ����i-i-O-O-i-lt-i �\�� /I \ \ MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
\ AIL z • i�VI��-i-i-O•i�i1 [A, 7.SEE GRADING&DRAINAGE NOTES. ISSUE DATE:
P / III I %iri-i-i-i•i--� �'� \ ®� J \\ \\ PLAN CHECK 03-08-23
I IHI 1111 / / I ��i:-=-�i=�=��\ r "<� 1 \\ SLOPES AND DISTURBED AREA STABILIZATION BID 08-11-23
/ \ I / I x / .--2
I I I i' ire ��� \ / N. 1.CONCENTRATED FLOW AREAS AND ALL SLOPES 2H:1V OR STEEPER CONSTRUCTION XX-XX-XX
\\ / \I/ n 1 I / ®"7 _.1,-_ SHALL BE STABILIZED WITH THE APPROPRIATE EROSION CONTROL
A
=, I \ / / I / I I I MATTING OR BLANKET.
ra0n \ 2.ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND
r ` / CONCRETE WASHOUT PIT t0 ' SILT FENCE OUTLET(SEE VEGETATEp WITHIN(7)pAVS OF THEIR CONSTRUCTION.
/ll /SIN / ® ® f ( I DC I I I \y r� DETAILI ON SHEET C06.4I. 3.ALL DISTURBED AREAS SHALL BE GRASSED AS SOON AS
fill CONSTRUCTION PHASES PERMIT.NO EXPOSED GRADE WILL BE LEFT
I / JI e, LIMITS OF CONSTRUCTIi N Ir / 665 / I I TS I C \\
1I
\ UNSTABLE FOR MORE THAN 7 DAYS.
4.PERMANENT GRASSING AND LANDSCAPING OF DISTURBED AREAS V me e LL1 y• SHALL BE COMPLETED AS QUICKLY AS POSSIBLE. TEMPORARY
I I _____ I I I At SHALL�, \ �\ STABILIZATION BY MULCHING AND/OR TEMPORARY SEEDING WILL BE
I - - rn /
\ REQUIRED IN THE EVENT OF PROJECT DELAYS.
(I,Jll / // llx I ���' _ I I I Q (� \\\\ 5.WIRE MESH REINFORCED SEDIMENT BARRIERS SHALL BE PLACED AT DRAWN BY:NK
IV II III 6 / i �661)-� I / \ I
�/.i S\ \ \\ THE TOE OF ALL FILL SLOPES.II 11 • / _ DRAINAGE
/ / % / PROPOSE PUBLICST,- SKIMMER(SEE DETAIL \\/
p 1.ALLDRAINAGESTRUCTURESSHALLBEEROSION PROOFED.1II / / / I pRAINAGEASEMENT \ \ 2.CONTRACTOR SHALL SELECT APPROPRIATE INLET PROTECTION FORP'4NDA PROJECx'T#'D249�JC
I� / . A PANDA STORE#:3796
1 EACH INLET PER FIELD CONDITIONS.
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g / / - 1��� v CIVIL PROJECT#:220148
IIl II/ / III 1 % / ----1
ti�L_, / \ / ' / / / /
I �• \\\ MAINTENANCE AND INSPECTIONS
/ / J�=•1 BAFFLES SEDIMENT AND EROSION CONTROL MEASURES AND PRACTICES
II 1 _ / I \ SHALL BE INSPECTED DAILY.
II / / I 1 \ /I� / - C � �.A A ' / \ 2.SEDIMENT STORAGE MAINTENANCE INDICATORS MUST BE INSTALLED
�► L • IN SEDIMENT STORAGE STRUCTURES, INDICATING THE 1/3 FULL
II/ll / / ll\I 1 / r A---- % / `'L7�,.. / r J�L',/Ir N.
\ VOLUME. I,
II Il I I I © 7 `� / j \, 3.SEDIMENT CONTROL DEVICES MUST BE INSPECTED DAILY AND
II7 Z•�Z I I _..--
I ' TCj xik / `. CHECKED AFTER EACH STORM EVENT AND CLEANED OR REPLACED ,- I N G E N I U M
r / C1 -1- I / / IWHEN THEY REACH 1/3 OF DESIGN CAPACITY.
�y� / 4.MAINTENANCE OF ALL SOIL AND SEDIMENTATION CONTROL
Yiwi Z I I �,,. / / / / MEASURES AND PRACTICES,WHETHER TEMPORARY OR PERMANENT,
• h° p6XA. / / / SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE CONTRACTOR. INGENIUM ENTERPRISES,INC.
/ OF I I p� I o / / /
�Q� r 19445 SHUMARD OAK DR.
IT /it / �0 �7+� I I ��.• " - - - / / / / / SUITE 102
-+4• I „�_ I- - / LAND 0 LAKES,FL 34638
II I� / 7�� I I / 1 }ea+caw 1 I / / / BASED IN THE WEB SOIL SURVEY PHONE:[phone]
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�I / o oao> I ill\ 2,600sP - / / / INFORMATION,ALL SOILS AT THIS SITE
I �y6 At• A I ,� / `��' FFE=661.15' / / _� .h� / ARE CLASSIFIED AS CuB2-CULLEN NCBEES CERTIFICATE#C-4114
a,oj III I / / / / / / / CLAY LOAM,2 TO 8 PERCENT SLOPES,
IIII l„I /gi - Illl IN ( // / / i / // / MODERATELY ERODED.
II �` /
I�I / � /� _ � DC // ��
II II / / [ '� / TS / LIMITS OF CONSTRUCTION
/
III // // IIIIII ��alk // L ID U� ' J Ev ,--- g �/ /� / / TOTAL DISTURBED AREA THIS
/ PHASE: 1.50 AC.
III z II // // II II �II ! syy� // // / �� ADDITIONAL MEASURES MAY BE
II m III I %/ / - - / / REQUIRED-CONTRACTOR IS
II / I�I I - . // RESPONSIBLE FOR THE CONTROL North l
..: OF SEDIMENT ON SITE.IF THE fE
II=II( / / II =1 _ _66D_ _ __ / Carolina 'CEO APPROVED EROSION AND i
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III \\\ / / II DI I�\ >7� / + m ® _ - / SEDIMENTATION CONTROL •
1 656) / / MEASURES PROVE INSUFFICIENT,
�\/ II ' / I III > '/ ,, (655) / / ` FNOINE�Q
I > -(654);' - C } \ / THE CONTRACTOR MUST TAKE 'oFgF Y. :Q�t�'
II \ / /IIII 1 p ?� + ss3 667 t / THOSE ADDITIONAL STEPS
X/ \/ _ 652 - 6y' \ / NECESSARY TO STOP 24-HOUR CONTACT: )z�lz�2
I` / by x om x x JOE CELENTO
R\ 0 11 I < _ --�� / �r _ / SEDIMENTATION FROM LEAVING
= - o lI ? / / //< \ / THE SITE. [phone]
111/ l ll ? / / /- { \\_ m� _,\ / ESPC PLAN
I II / �11� .s,cN- } / // / - T `PROPOSE EMPORARY '� ` �� //_ J - GRADING PHASE
II 1`1 , / ` GRADING/ONSTRUyON-EASE 6NT'
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