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CLIENT:
<br /> ENT:
<br /> STANDARD EROSION CONTROL NOTES ESCALON AVENUE AND HIGHWAY 120 ESCALON CAL� FORMA 'MSC LEGEND: bp
<br /> 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION
<br /> AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST DE PROVIDED BY
<br /> ION AND EROSION CONTROL
<br /> SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES. CATCH IN PRO ECTION
<br /> -
<br /> T
<br /> IL I El Iw
<br /> PRACTICES. INSTALLATION, AND MAINTENANCE OF EROSION AND SEDIMENT
<br /> V'
<br /> CONTROLS WHO WORKS FOR THE PERMITTEE.
<br /> PERIMETER PROTECTION *'
<br /> 2° CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND
<br /> CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH CLEARING LIMITS .x� �
<br /> YEAR.
<br /> 3° DURING WET WEATHER PERIOD. TEMPORARY STABILIZATION OF THE SITE MUST So�� 91,
<br /> OCCUR AT THE END OF EACH WORK DAY. , ° 0 ---------------------- SAWCUT LINE
<br /> a°� � �° ' '� °a6� � CONSTRUCTION FENS
<br /> 4° SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN 1 m20' \N6. a� yea° °°aa
<br /> GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING
<br /> CONSTRUCTION. THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION a0e °�Za°air°° S�� 2 55 D NAGE FLOWPATH
<br /> 'jj kL
<br /> OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. 0 10 20 40MAINTAINED
<br /> 5° ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND / °°0'2
<br /> APPROVED, ATSURFA EALL EM®MOUNTED ANDS DURING ATRTACTHABLE UNLESS USHAPED OTHERWISE
<br /> BAG IS ° c �a e
<br /> REQUIRED FOR ALL CURB INLET CATCH INS. "���� v °�Fj° '`A �
<br /> - - - _ - a� 20 ° „ �.p a�© � ° ' SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE AND REMOVE EXISTING
<br /> G° ° - �� -- -= - - - - �' PAVEMENT AS NECESSARYFOR NEW DRIVEWAYS°
<br /> 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE � x � °a � °°��-' "--
<br /> ARCO
<br /> CL ED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND o,2 �o° � I
<br /> STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE o° 'la '' ' �' °� °a' >
<br /> ° <a �$ g --- c (D DEMOLISH EXISTING SIDEWALK, CURB AND GUTTER ALONG STREET FRONTAGE
<br /> MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE oL a °°a� ��a----- ,s a� TO THE EXTENTS SHOWN FOR NEIN DRIVEWAY. ADDITIONALREPLACEMENT -
<br /> DISCHARGE WITHIN THE E 24 HOURS. $ 6 °a - 4�- ------------ �`' °'' ag
<br /> 0� 9° x 119 1 ° I� ; - 6 2 AREAS MAY BE REQUIRED. EXACT LIMITS OF REPLACEMENT AR TO BE
<br /> xQ° I�fx' °6 °� e° G S�9' '� °00' L=271' °g°9 W`� v�5 °°o. DETERMINED IN FIELD BY THE CITY INSPECTOR°
<br /> ti °° oo °g. , °a• 5 ° m °° 55"��
<br /> 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEDERS, °a�� °,�°9 " °�°a1° °g ° y ERE R ° d - °°oo, '
<br /> DRAINAGE WAYS, OR WATER BODIES. _ ° ° REMOVE EXISTING TREES.
<br /> OH H }�(
<br /> OH pH OH H Q IC �� 2 � _ .33���
<br /> �, o ' L 38
<br /> __------- ---____ - - r--v-- - -------
<br /> 8° SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL -------------------- - --- P M" ( + CH -
<br /> MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3RD THE PRIER HEIGHT, � TEMPO CONSTRUCTION FENCE 6' HIGH CHAIN LINK). FIELD VERIFY
<br /> AND PRIOR TO THE CONTROL MEASURES REMOVAL, EP 11x•72' ( )
<br /> AND CONFIRM EXACT LOCATION WITH ARCHITECT/OWNER.
<br /> 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE STAGING 3 ° o
<br /> SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50% AND AT UR c `�� �� v ° ° 5 GATE TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING
<br /> COMPLETION OF PROJECT. DEVICE). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH
<br /> BDC 126.67' 4 0
<br /> CONSTRUCTION
<br /> 14 EX. DRIVEWAY ARCHITECT/OWNER.
<br /> 10. USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE ROPER EX. FENCE 0 " IP L 7126
<br /> STORAGE, APPLICATION, AND DISPOSAL. FENCE DEMOLISH EXISTING CONCRETE AND/OR ASPHALT AND DISPOSE OF
<br /> oy 137.68' , CONST CTION
<br /> 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS,
<br /> ve °Zo Q. �° 2 ENTRAN E OFFSITE.
<br /> CONTAMINATED SOILS, CONCRETE WASTE, IT WASTE, LIQUID WASTE, OR °2°e14 °°, 18215 72ND AVENUE SOUTH
<br /> ° 7 DEMOLISH EXISTING BUILDING.
<br /> OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING cQ 1EXISTING CU B TO KENT, A 98032
<br /> CONSTRUCTION. 6k °°a� ` REMAIN (425)251-6222
<br /> 4 RUCT QFNCE REMOVE EXISTING ELECTRICAL LINE, POLE AND POWER BOX. (425)251-8782 FAX
<br /> 12° THE APPLICATION RATE OF ANY FERTILIZERS USED TO REESTABLISH �, BOW 119.97' EAT,119SIDt TO
<br /> VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS° NUTRIENT EX. UTILITY 19 R9 REMOVE EXISTING TREES. CIVIL ENGINEERING, LAND P NING,
<br /> RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME ° 4" IP L 7126 SURVEYING. ENVIRONMENTAL SERVICES
<br /> ' FL 119.2 �q ,
<br /> RELEASE FERTILIZERS SHOULD BE USED AND CARE TAKEN IN APPLICATION ° _
<br /> OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE.
<br /> a ° R/W . 'T t/ARIE.�� 10 REMOVE EXISTING FENCE.. � G , N®. DATE RE�Sa DESCRIPTION
<br /> O EXISTING ° B W 120Aa'-e y _ -.
<br /> °9• EXISTING PAVEMENT °2 � o
<br /> 13° OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER 2 ` MOULDING c e� a1 �a °` 1
<br /> o� TO REMAIN a� °a°' °2°' �a 11 EXISTING AC UNITS TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION.
<br /> INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL R��'�" � • - � �' °rg°$ °Zo PE (METER z
<br /> MEASURES, IN ACCORDANCE WITH CURRENT CITY, COUNTY AND STATE £ v, x�' ` i 1
<br /> STANDARDS, AND FEDERAL REGULATIONS. ,,&�°%'' �a �' °2y PR TECTIO 12 CUT AND EXISTING SANITARYSEDER LINE AT PROPERTY LINE. 3
<br /> BO V 120.00' 4°
<br /> PG , ' FL 119.2 (TY °) 4
<br /> 14° PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE ° ' x A0 x x , + a�6 1
<br /> CLEARING LIMITS, SHOWN ON THIS P SHALL BE CLEARLY DELINEATED IN a0� SO PO4'057- �° 3 RELOCATE EXISTING ELECTRICAL. SEE SEPARATE ELECTRICAL PLANS.
<br /> THE FIELD. UNLESS OTHERWISE APPROVED, NO DISTURBANCE IS PERMITTED 121.10 I °
<br /> IPY PAS O
<br /> BEYOND THE CLEARING LIMITS. `ti4;�° . PP 137.62' x o f ' 14 EXISTING WATER METER AND BACKFLOW TO REMAIN, PROTECT FROM DAMAGE
<br /> �a CONSTRUCTION a6 °�°1 R=50 �y03�1=57 DURING CONSTRUCTION.
<br /> 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE a C 4 °2 x A =O 931 0
<br /> INSTALLED ARE PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. �a°° FENCE e 2°� 1 0
<br /> THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. °g� g� DEMOLISH PORTION OF GAS LINE.
<br /> L 1 ' °o, 119.736 Q
<br /> 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE D °°o� \ ; . G° °°g ° �� - NTRACTOR TO INSTALL SS 12 BDc ��. R 8 P ° 5 tib E °3lDa1L ITYLs 7 26 9
<br /> LATER THAN SEPTEMBER 1ST; THE TYPE AND PERCENTAGES OF SEED IN THE ° ~o�h° SHORING FOR TANK O 119.65° 1� ----
<br /> MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN x EXCAVATION. FCL
<br /> ENGINEER. \ °, g. �, o G: °°°' BOW 120.05' 3
<br /> c-s-
<br /> 17. WATER-TIGHT TRUCKS MUST BE USED TOT SPORT SATURATED SOILS FROM o ° ,�� GTHE CONSTRUCTION SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL S 7113§. a °20 :� o: O E 2 EROSIONO
<br /> ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS; SOIL MUST yi119,91'
<br /> °tib p�OFESS/
<br /> BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. \ BDc 1 1 s.91° c ° �a CONTRA T R T INSTALL PERIMETERPROTECTION
<br /> C 0 0 NS ALL TEMPO Y SILT 5 �'
<br /> Sa o °°g 5 119.5x' �.q
<br /> 18, ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN ° 7 FENCE (MIRAFI 100X, OR EQUIVALENT) AROUND PERIMETER OF SITE
<br /> UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT 5°° ��, 6 NK EXCV° W '' 2 AS REQUIRED TO PREVENT SILT-LADEN RUNOFF FROM LEAVING
<br /> CONTROL BMP (I.E. FILTER BAG). g3� �� �,�` ' °°�9 x c B 119.51' 9
<br /> ° 1 SITE, AND AS DIRECTED BY CITY INSPECTOR.
<br /> ° o x°
<br /> 19. THE ESC PLAN MUST BE KEPT ONSITE, ALL MEASURES SHORN ON THE PLAN �� 1 1 ® CONTRACTOR TO INSTALL TEMPORARY STABILIZED CONSTRUCTION
<br /> MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER 3
<br /> DOES NOT ENTER A SURFACE DATER SYSTEM, ROADWAY, OR OTHER o ° c 119.59' I , °� ° ° v _ mk
<br /> ENTRANCE PER CASQA STANDARD. SEE DETAIL ON SHEET C3°1° Jt
<br /> PROPERTIES.
<br /> a xo o �° g5a 0 0 C V
<br /> CONTRACTION STAGING AREA. CONTRACTOR TO USE THIS ARE FOR
<br /> � °' TEMPORARY STOCKPILE STORAGE AND CONCRETE WASHOUT. ADJUST
<br /> CAI-
<br /> r 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS � '� 6° SIZE AND LOCATION OF AREA AS NEEDED DURING CONSTRUCTION
<br /> FOR ANTICIPATED SITE CONDITIONS DURING THE CONSTRUCTION PERIOD.
<br /> THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE �'y EX. DRIVEWAA\ o / ---' . a
<br /> WITH ALL REGULATIONS. p�' -I' �e .
<br /> EXISTING IDEWALK TO °+g' , °2
<br /> CONSTRUC'nON SEQUENCE-.
<br /> 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND REMAIN ora °g� o`� , F 2 t '
<br /> AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. a °°�' ® ® 7 7
<br /> g \ ` � a z6 x o 7° o \ 1. ATTEND PRECONSTRUCTION MEETING WITH CITY OF ESCALON.
<br /> 22° IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED
<br /> WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC PERIMETR �t . N 15 Bow 120,58'---,� ° °. 2. FLAG CLEARING LIMITS.
<br /> SHEETING, MULCHING, OR OTHER APPROVED MEASURES. � O PROTECTION � � � ``� 19.61 GAS X G ' � 6 1 3, INSTALL PERIMETER PROTECTION BMPS AS SHO ON PLANS.
<br /> e
<br /> 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD, O (TYP°) \ °. C S .6 13 EX. UTI ITY
<br /> ' 4. INSTALL STORM DRAIN INLET PROTECTION AS SHOWN ON PLANS. DEVELOPMENT INFORMATION-
<br /> it'.
<br /> • °2°` °fig; BOW 120.85' 0 NT
<br /> 64.68',
<br /> 9 o c 64.68 5. CLEAR AND GRUB SITE, COMPLETE DEMOLITION AND PERFORM ROUGH GRADING. RCC NM
<br /> BMP MAINTENANCE NOTES.' 5' ?® x�' °2 01 /W WINO VARIE
<br /> �,°� 022 �° a�i 6. CONSTRUCT SITE IMPROVEMENTS. am/pm
<br /> x 2 2: 21', 1251' FUEL CANOPY
<br /> 1. AREAS TO BE CLEARED, GRUBBED, AND EXPOSED AT ONE TIME SHALL BE < 7. REMOVE PERIMETER PROTECTION BMPS AND STORM DRAIN INLET PROTECTION. s
<br /> 2 -/ S ��
<br /> KEPT TO THE SMALLEST AREA POSSIBLE. �a x o °. I 14'34 6
<br /> 2. TEMPO GROUND COVER SHALL BE PLANTED OR A FILL TACKIFIER
<br /> og x 0 ° x0- 02 6. CALL CITY OF ESCALON FOR FINAL INSPECTION,
<br /> SPREAD OVER EXPOSED AR NOT BEING WORKED ON FOR 14 DAYS. O EXISTING\��RB TO o° Icv 'c o °2°1° ,• ° a� °Za D16 °ZO Q a
<br /> O \ RAIN x ig CONST RC NC o
<br /> °2 ' x C' °2° 9 MEASURES., SITE ADDRESS,
<br /> 3. TEMPO EROSION CONTROLS SHOULD NOT BE REMOVED BEFORE spa° •� ' :. �0 .Qa E8 z.55' EB '' �a
<br /> PERMANENT EROSION CONTROLS ARE IN AND ESTABLISHED. \ 4 ° °z°°.• EB .
<br /> � 121•� °2 0 1. THE CONTRACTOR SHALL MAINTAIN A SUFFICIENT NUMBER OF WATER TRUCKS AT THE SITE AND THE EX OM Ani UE
<br /> 4° ALL MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE \ " IP LS 7126 ® % ' GRADED OR GRUBBED SITE WITH WATER AS REQUIRED TO CONTROL DUST. 0 Ay to
<br /> IN PLACE BEFORE ANY SAFETY MOVING OPERATIONS ARE INITIATED. O \ L`.92 'x¢3 ° o AI ,CA
<br /> O �pCQ1ya\ °�0 11 °Ze EB 2. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO THAT ALL EXCAVATION, EMBANKMENT, AND
<br /> 5. ALL TEMPO EROSION CONTROL MEASURES SHALL BE CHECKED AND 9 IMPORTED MATERIAL IS SPRINKLED WITH WATER DURING HIS GRADING OPERATIONS.
<br /> UPDATED, AS NEEDED, AT THE END OF EACH WORK WEEK AND ��5 �o °.55 � ��8
<br /> IMMEDIATELY FOLLOWING EACH RAIN EVENT. Ik0 �� `� e 00� Ee 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST CONTROL DURING CONSTRUCTION AND
<br /> O � �,._` ?;2 ' �'• SHALL FOLLOW THE CONSTRUCTION METHODS ESTABLISHED BY THE CITY OF ESCALON. DES D B� ce�r ALLIANCE=KC
<br /> 6. DEWATERING OF EXCAVATIONS MAY BE NECESSARY° CONTRACTOR SHALL �0 EXISTtNG LANDSCAPE
<br /> INCLUDE ALL PROVISIONS FOR DEWATERING OF EXCAVATIONS IN HIS BID. O �� \ \TO REMAIN°t,Q - `` �- CHECKED Bt C49TBp
<br /> ,x ora° DRAn By CMT
<br /> ALLIANCE
<br /> :.
<br /> m PCT MD:
<br /> DEWATERING NOTB NOTES: \ °�° ALL SURVEY MONUMENTS, BENCHMARKS, LOT CORNERS AND SURVEY CONTROL POINTS MUST BE PROTECTED
<br /> O �5 °2 E IN PLACE. IF SU MONUMENTS ARE DESTROYED OR DAMAGED, THEY MUST BE REPLACED BY A 17223
<br /> 1. ED UPON THE GEOTECHNICAL REPORT, DEWATERING OF THE TANK EXCAVATION MAY BE LICENSED LAND SURVEYOR AT THE CONTRACTOR'S COST AND A LOT CORNER RECORD FILED WITH THE
<br /> 1. GEOTECHNICAL ENGINEER SHALL BE O DRAVO 1G TITLE:
<br /> REQUIRED. THE GENERAL CONTRACTOR SHALL CONTACT THE AUTHORITY HAVING JURISDICTION COUNTY SURVEYOR.
<br /> OVER THIS PROJECT AND OBTAIN REQUIREMENTS FOR TREATMENT AND/OR DISCHARGE OF THE ON-SITE DURING ALL STRIPPING GRUBBING OPERATIONS TO VERIFY ® EmmimD C ; a ow aumm �
<br /> REMOVED GROUNDWATER. CONDITION OF SUBG E AND REMOVAL
<br /> CIVIL ® DEO AND
<br /> INLET PROTEC'nON OF ALL ORGANIC MATERIAL, STUMPS, ETC. �/ ,
<br /> NOTE I O O I CUT.- 294 C ii EROSION PLAN
<br /> 2. GEOTECHNICAL ENG NEER SHALL OBSERVE o -
<br /> GENERAL CONTRACTOR SHALL PROVIDE INLET PROTECTION FOR ALL DOWNSTREAM CATCH INS. AND TEST FILL MATERIAL AS REQUIRED TO �8�� �e THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALLoEET Iv®
<br /> CERTIFY THE COMPLETED FILLS.
<br /> ��® �g�� �`�! ������ EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
<br /> SHORING SURVEYING THE HORIZONTAL AND VERT( LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br /> 3° ALL STRIPPING AND OTHER DEBRIS SHALL O CALLING UTILITY LOCATE 1311 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF
<br /> GENERAL CONTRACTOR SHALL©PROVIDE PROTECTION FOR ALL EXISTING STRUCTURES TO BE DISPOSED OF OFF-SITE, O 0 X01® what's ��� ° AREA T® BE DISTURBED 0o AC NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF D
<br /> LIT
<br /> REMAIN INCLUDING SHORING, BENCHING, AND EXCAVATIONS NECESSARYTO DO THIS WORK O C8H before you @ . UTILITIES AS SHOWN ON THESE PLANS ARE ED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE
<br /> WHETHER OR NOT SPECIFICALLY NOTED TO DO SO AS APPROPRIATE WITH PROPER MEANS CONTRACTOR SHALL REFER TO THE REPORT OF GEOTECHNICAL SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN
<br /> AND METHODS. Dial 811 INVESTIGATION FOR THIS SITE PREPARED BY PARAGON GEOTECHNICAL, CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br /> INC. FOR GRADING RECOMMENDATIONS.
<br /> 11
<br /> . v,. ..
<br /> File:P:\17000s\17223\engineering\17223-E.dwg Date/Time:1/27/2016 1:29 PM Scole:1 = 1
<br /> JDENNIS Xref: ----
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