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<br /> SCALE: 1" = 60' - -
<br /> 700'O/XE EASEMENT 0'STORM EASEMENT ,.;•;• :B 1 / } 1 t l: / / •t+FF DESIGNER:
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<br /> ASSOCIATES/NC qr/ C •/
<br /> FEBRUARY 2005(TYP) ;� 'r"lfr 1 f # RIM 10.57 LEGEND
<br /> 5.47(SW)
<br /> / a 7 SEE, ,AY `•^ { ( )
<br /> 1B CONC/E 517
<br /> t " . NE TEBG FEATL/RES
<br /> ? ,/V( / � OD'r CX,FR (i �t i c ! •I 16'WIDE ROW �♦F7L7ER FENCE PER CO£STD PLAN 214 R/PRrfP PAD [3
<br /> - I / D!N/YRYH/ 1i /• 'r:.•.': :: AF� 2.TS92 OEEO 9 CONS7RUC770N FENCE
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<br /> 6'HT CHAIR'-LINK fCNCf ROCK CHECK DAM PER BW C207
<br /> /' (r✓" I P 1 /'/ '// / •i' - 11 /i pp ��... PIPE FLOW
<br /> INTERCEPTOR SWALE PER BMP C200
<br /> T INTERCEPOR CULVERT q�
<br /> a"r TEVPORARY STAAv P/PE
<br /> AREA TORM 7EA(PORARYS PIPE
<br /> INTERIM CATCH BAST'
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<br /> � PRDTEDnoN(INSERT)NS(INSERT) >,.
<br /> `( F 1 t ! �•r 4+' - I. � r Y( PER CO£57D PUN 210
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<br /> PFRMANENTSEEOMO
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<br /> PER BMP C120
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<br /> ri� _ _ "- w / �P�n a 'a ✓' I ' TESC NOTES
<br /> lM 1552
<br /> (FULL DF 57v)) 1. APPROVAL OF THIS EROSION/SED/MENTA77ON CONTROL(ESC)PLAN DOES NOT Z
<br /> s, y -T, '•`,;• / /°'_9 CONS7)TUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE(E.G.512E
<br /> POWER POLE W STREET ucHr AND LOCAA DS QN OF ROAM PIPE$RE57RlCTORS CHANNELS,RETENTION
<br /> A s o M cur rrRE
<br /> DROP ON NDR7H SIDE FACILI7T£S,U77LI77ES) 2
<br /> - ���{,�aLr� � �� }t Y , •� f� 7 f -- 1 � L I��.{ �r ' 11
<br /> 2 THE/MPLEMENTA77ON OF THESE ESC PLANS AND THE CONSTRUCTION, 1 l
<br /> / / .73RA D/SK1TV I 1 TT
<br /> MAINTENANCE;REPLACEMENT,AND UPGRADING OF THESE ESC FACILITIES/S J
<br /> THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UN77L ALL
<br /> CHANNEL 6.8 CONSTRUCTION/S COMPLETED AND APPROVED AND
<br /> VEGE7A770N/LANDSC4P/NG/S ESTABLISHED.
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<br /> 3. THE BOUNDARIES OF THE CLEARING UM175 SHOWN ON THIS PLAN SHALL BE I'1/ O Ul
<br /> �y rs TOP�GE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUC7ION.DURING THE
<br /> 71
<br /> CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND 774E FLAGGED CLEARING pJ j
<br /> Ex CB LIM17S SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY 7HE O
<br /> APPUCANT/CON7RACTOR FOR THE DURATION OF THE CONSTRUC770N-
<br /> F s
<br /> CONC 1£B.96(VO Q
<br /> CENTERLINE OF BURLINGTON ; - 1�
<br /> R f � 4. THE ESC FACl1J77E5 SHOW ON THIS PLAN MUST BE CONSTRUCTED/N W
<br /> +� NORTHERN RAILROAD
<br /> CONJUNCTION WITH ALL CLEARING AND GRADING AC77V771ES,AND/N SUCH A 2
<br /> EX SDMH MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT En Q
<br /> X Tz-r£i o4 C49 ENTER 774E DRAINAGE SYSTEM,ROADWAYS,OR NOLATE APPLICABLE WATER O
<br /> 18"IE 702(s) STANDARDS J 2
<br /> �� t p 'y,,J` a', a ) OR }T:: :� 30•IE{
<br /> (fUL OF S/L>)(8.32N)
<br /> L:j 5. THE ESC FAClU71E5 SHOWN ON THIS PLAN ARE 774E MINIMUM REQUIREMENTS ix � Q NQ
<br /> aetrE�,a�,ER J FOR AN77CIPATED 517E CON0I7TONS DURING THE CONSTRUCTION PERIOD, .)
<br /> THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED V [L
<br /> $ ( STORM EVENTS AND TO ENSURE 7HAT SEDIMENT AND SEDIMENT-LADEN ry� Q ry
<br /> RIM � i!W;
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<br /> 8"CONC/E 8.41(N) WATER DO NOT LEAVE THE SITE
<br /> RECOVERED LEAD k
<br /> TACK SET/N CONCRETE/ LT. THE ESC FACILI7IES SHALL BE INSPECTED ROUTINELY BY THE
<br /> MONUMENT CASE
<br /> wsnED FEBRUARr2oos APPLICANT/CONIRAC7OR AND MAINTAINED AS NECESSARY TO ENSURE THEIR
<br /> CON77NUED FUNC770NING. O !�
<br /> P W W RO CT BEN H
<br /> ff l :,'` NORTH NUT TOP FLANGE'w 7. THE ESC FACIU77ES ON INAC71VE SITES SHALL BE INSPECTED AND MAINTAINED 111yyy
<br /> 1•., !
<br /> ELEv ra53 A MINIMUM OF ONCE A MONTH OR WITHIN 774E 48 HOURS FOLLOWING A MAJOR
<br /> ' � r j.✓: P OX7 A I� NAV.D.es STORM E'VFJ�lT. � Q ,
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<br /> BRA55 DISK
<br /> a T NO TIME SHALL MORE THAN ONE FOOT of SEDIMENT BE ALLOWED TO
<br /> ACCUMULATE WITHIN A PONDED CATCH BASIN ALL CATCH BASINS AND
<br /> MONUMENT C45E WSITEO
<br /> r /f .' F£eltugRr 2005 CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PANNE THE CLEANING Q �•
<br /> TPO SF POLE W1 ORMER k OPERA7TON SHALL NOT FLUSH SID/MINT LADEN WATER INTO THE Q
<br /> T STREET GCHT DOWN57REAM SYSTEM
<br /> t 9. STABIUZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE
<br /> CHAT LINK FENCE - ,.�,,,, " x c BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURA77ON OF THE
<br /> ALONG oP o wALc �• "r' , - I JI T lM NC PROJECT.ADD17IONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL U
<br /> a"code£829(N) PAVED AREAS ARE KEPT CLEAN FOR 774E DURA7701V OF THE PROJECT
<br /> 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEARING TO REMOVE
<br /> • E Sir(N) pPH R y
<br /> ' .:: Q r2"1E sa6(s) DEBRIS AND SEDIMENT TRACKED OFF 774E SITE \�op wAsyrb
<br /> POSE WT FENCE 11.30 FABRIC WIRE FEN If. APPROPRIATE MEASURES_SHALL O S ALL BE TAKEN TO SEDIMENT FROM
<br /> FABRIC -- - -RIM c1
<br /> I T
<br /> (FULL OF slLr) ENTERING SURFACE WATER BODIES IF THE PROPOSED SUP FAILS.
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<br /> APPROXIMATE LOCA nON ._ !2. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR 90 93DD 4r�
<br /> OF OUT OPENING IN FENCE .';: :;;-' -°:: EX SOMH
<br /> WHERE THERE/S A 6"90•BEND ad 30,AN lU2ED FOR OR MORE THAN 2 DAYS FROM THROUGH
<br /> 1 THROUGH APR/L P RFsls7 E°c,`2
<br /> m THAT CONNECTS TO A 6'PVC CONCRETE PANEL 'ti•.'.'_ _:::�:'.": 2F RIM 11.95 3Q AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SLP7EM17ER 3R
<br /> i DRAIN PIPE INSTALLED ALONG THE DEBRIS PILE (��OF SILT) DNAL
<br /> BASE OF WALL EX CB
<br /> 6' TZ 00
<br /> �a RAILRADPUR7FNTFDR ! 6'PVC/E9.49(W) UNDERGRQLIND UTILITY NOTE
<br /> RAILROAD PURPOSES
<br /> 4 M5TRUM£NT UNDERGROUND U77U77ES ARE SHOWN IN THE APPROXLMA7E LOCA770N. THERE IS
<br /> APPEARS TO INCLUDE RIM' 93 RIM 10.61 NO GUARANIS£7HAT ALL U77UTY LINE'ARE SHOWN OR THAT THE LOCA770N .I B NUMBER:
<br /> _ ExnNcursHMfNr fx R SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL
<br /> "+ FOR RAILROAD PURPOSES 12"STEEL(?)!f 5.74(N) ^I r7
<br /> n fX SSMH RIM 12.17 / 8 3 /
<br /> n SEE A.F.N.237455 12"sTEEc(?)!E s.ss(s) RIM 10.65 I 12"57EEL(?),E721(N) INDICATED PIPING WHERE CROSSING, INTSVERENCES, OR CONNEC77ONS OCCUR
<br /> m 4'PVC I£8.05(W) 12"STEEL(?)IE 7.21(S) PRIOR 7D 7RENCH/NG OR IXCAVATIDN FOR ANY PIPE OR STRUCTURES, TO BHEET NAME:
<br /> POWER POLE W 6"PVC lE 7.65(E) I 6"(FlRL OF 5/LT)lE 747(Fa DETERMINE ACTUAL LOCA770NSy S12E AND MATERIAL 774E CONTRACTOR SHALL TP-0 T
<br /> TRANSF MER h 6"(FUEL OF SILT!E 747(E)
<br /> k a DROP To SOUTH I MAKE THE APPROPRIATE PROVISION FLIP PR07ECTl(N OF SAND FACILITIES THE
<br /> CONTRACTOR SMALL N07IFY ONE CALL ATe NAM)AND
<br /> ARRANGE FOR FIELD LOC4770N OF DUSTING FAC/LI71ES ENBEFORE ICONST> CT/ON, al-rr 5 of ZD
<br /> w 2 W C)2021 THE BLUELNE GROUP
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