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m SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M.
<br /> m pPRKING
<br /> SWPPP NOTES w
<br /> „� 'REP,
<br /> n o chi o Q
<br /> _ COORDINATE BUS STOP LT
<br /> OPERATIONS DURING ASpHA 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL ,n v rn ro m n
<br /> N n D"p/ OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS,
<br /> CONSTRUCTION
<br /> 4 COORDINATE REMOVAL ..\x � CHANNELS,RETENTION FACILITIES, UTILITIES).
<br /> c O OF POWER WITH 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND
<br /> c," H PURVEYOR- UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL
<br /> N m ° D"P
<br /> < PRESERVE AND PROTECT pSPHP-' D"P/ G wI CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED.
<br /> IV m m TRAFFIC CONTROL 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE
<br /> N <. CAP SEWER PER SIGNAGE DURING o"" 1 °/ I FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED
<br /> to T.x CITY STANDARDS CONSTRUCTION r a ___ _ CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR
<br /> v O y ABANDONMENT OR A 1 o 69 FOR THE DURATION OF CONSTRUCTION.
<br /> O WATER SERVICE PER TBM-A 0 L aeo-
<br /> D"P FG ip1+ 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING
<br /> A rn CITY STANDARDS
<br /> v r: Mos_ A HALr GE ""P/ _ 1 \� LE SOLID YELLOW / AND WATER DING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN z O J
<br /> D O m o cHAI LINK FEN �S STOP / G ou i DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. 0 ¢ a a
<br /> of ss 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE O = 1= k
<br /> <. 2,^ BpLLPRD - - $i �� FGL I - ua�' CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR 0 3 ED m
<br /> O-f \_ o-ti s UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE 0 E Z3
<br /> "' ,D 10p+Op �t5 C� THE SITE. 0 ¢ rn N 0 0
<br /> ABANDON GAS SERVICE °H TNIc N /w ° FGIf �-' _ -_ ® ce 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR x K a t N
<br /> PER PURVEYOR 1 D" o �oib8° RIM TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. 0- s p Gi�i
<br /> REQUIREMENTS G D"P' w ,ap%N 76'»0 - IL 72••� 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A , j W w
<br /> FE ss /' {�t7Ki -GRsvEL On
<br /> MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. z z °i
<br /> B. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A N 9 v N 4o w
<br /> FGL a �_ W FOUND 'REBAR AND TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. On On 0 o
<br /> CAP STAMPED "c&c THE CLEANING L) C5
<br /> Ft7I94T CORNER. OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. r F � o
<br /> TEO S sTo 15ti o s'EAST- 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND o 0 o F
<br /> FGL 6 WEST M�KIL // fBu i LINE MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT j j Of Of M M z N
<br /> CATCH,BASIN INLET 4 ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
<br /> cE sz21 ND z' PRO CTION 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT
<br /> GK ED ,D YELLo ILT FENCE RI .ilT a>- i R AN \, C2.1 TRACKED OFF THE SITE.
<br /> sc) s� _0 3 ILL Gle BMP C220 (TYP)
<br /> D .1 BMP C233 sn 'w Q VE=1 cA Ai _ 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES
<br /> c(sw)IE=1 r INT IOR/ .15R IF THE PROPOSED BMPS FAIL. IF BMPS FAIL AND SEDIMENT-LADEN WATER IS LEAVING THE SITE, IMMEDIATELY
<br /> NOTIFY YOUR PUBLIC WORKS INSPECTOR.
<br /> ENCE 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN
<br /> R IQ4JtNCON TRUCTION 2 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH W$ o -
<br /> ELLGw ENTRANCE C2.1 SEPTEMBER 30. 15
<br /> -,R ("AM I'� BMP C105 13. NOTIFY THE CITY PUBLIC WORKS INSPECTOR AT LEAST 24 HOURS PRIOR TO DEWATERING ACTIVITIES. &
<br /> RIM 9 sT PED / CC HANDLE HIGHLY TURBID OR OTHERWISE CONTAMINATED DEWATERING WATER SEPARATELY FROM STORMWATER. ta@ g
<br /> 7�'AT Z w.arER s ME R 14. THE APPROVED PROJECT PUBLIC WORKS PERMIT AND SWPPP SHALL BE RETAINED ON SITE OR READILY <�.,<.. k2
<br /> NT IOR
<br /> rR,* 1 AFN o 1 soa \ �� AVAILABLE TO THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT.
<br /> 15. DESIGN, INSTALL, IMPLEMENT, AND MAINTAIN EFFECTIVE POLLUTION PREVENTION MEASURES TO MINIMIZE
<br /> INTERCEPTOR /
<br /> sn ''TE n /� c / - / THE DISCHARGE OF POLLUTANTS. o�v, .m.
<br /> 1 RENCH 8/ �. .Y� 16. PROTECT ALL LID BMPS FROM SEDIMENTATION THROUGH INSTALLATION AND MAINTENANCE OF EROSION O d
<br /> J C2.1 BMP C20 W + rn b AND SEDIMENT CONTROL BMPS ON PORTIONS OF THE SITE THAT DRAIN INTO THE LID BMPS. >
<br /> W 36 - �e gs223 A HOUSE 17. ONCE THE DETENTION VAULT HAS BEEN INSTALLED, THE VAULT MAY BE USED AS A TEMPORARY SEDIMENT 'v
<br /> Woo /' RIM EL=13as1 DE 0 PE MIT \I aI / ° /I D MS BM / _ �-M' VAULT THE ORIFICES SHALL BE PLUGGED UNTIL THE SITE HAS BEEN STABILIZED.
<br /> 12"coNc(NE)IE 131s D,20 1- 4 - ND
<br /> 7
<br /> 12"CONC(SW)IE=131-4 SUG R r DE LISH Ib TED C�NGRk /
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<br /> \ s� �0.2_bJ-AND 0.2'-.. // \ / ,/ q n.Puur.aaun°nxc
<br /> ASPHALJs_w of CORNER EX R TURES `` oCOVERED .Y' , x11-NI.x.. 00
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<br /> ^��3'� _ DEMOLI9 ED 003 / / OPTION:NO J F
<br /> �75� mid"l� 1 WATER SEME T PER g
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<br /> \ / FOUND REBAR 1 I ter'\ 6 �� I / z WFi, uEwonsrocxvxw ixcx°iauerzn. - Z (n 00
<br /> }ry2 AND CAP-A,- 1 / \ / / N:Ic,n
<br /> -CORNER I / pATjO / ` OPTION: TOPSOIL (n cn
<br /> \ TEMP. SEDIMENT TRAP - 47 Go cRETf / �Ex.D..w,o,xD,DxoawMw.sxa«nExplroGnxoonor .�wn,�xDam LlJ w
<br /> (812 SF MIN, DEPTH / 2 I Q
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<br /> 3.5 3:1 SIDE SLOPES, E IS
<br /> / P / / / / + I °xw"_'EST° "*°°'°- `EVERETT • 2 _
<br /> 6' MIN. LENGTH OF z I =,B�` / / oE6'cEAsr ~ W
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<br /> BMP C240 N\�- 1 I QUAI_I AND DEPTH °202z
<br /> SEE DETAJLS4,§2.1 Jo- K°
<br /> NORTHWEST HOUSE � I� � / /� x
<br /> x OPTION:STOCKPILE EXISTING TOPSOIL
<br /> CORNER IS 1.9'
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<br /> goP o e' OPTION:AMEND EXISTING TOPSOIL xrn,wD.mxD.xwwES :E,,..DD..T
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<br /> \ 1 . FOUND AM
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<br /> -0.5 SOUTH AND/0.3' C oIN F
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<br /> uF I CJ � � #� nc.�nvnmwcrv[wDro aav[mw*Eor.[. �
<br /> wo �I GRADING LIMITS FENCE Is ON I 1VERIFY SCALE
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<br /> (TYP) Z FENCE FE GE LINE CYCLONE FENCE SOUTH OF LINE msuuna.oo,arcoMoc*wxxmmss - BAR IS ONE INCH ON ORIGINAL DRAWING.
<br /> a CORNER ON BOARD vxarsrn°rvzonE POST-CONSTRURION SOIL o
<br /> ON TOP CENTER NI O�1"
<br /> s I LINE DIIypIDP REBAR AND CAP / 4 QUALITY AND DEPTH ADJUST SCALES ACCORDINGLY.
<br /> TED FOUND 1/2" WALL s20q' IF NOT ONE INCH ON THIS SHEET,
<br /> STAMPED 'C&C -
<br /> u�5
<br /> X \ I SCALE:I A
<br /> INTERIOR
<br /> R CORNER.
<br /> T AS SHOWN OS 12 23
<br /> 3 SAT
<br /> DESIGNED BY: CHECKED BY:
<br /> FOUND 1/2"
<br /> �- STAMPED "c&c / j N� 5 HORIZ. 0 10 0 40 PAC PROJECT NO. 21586
<br /> RREPASS
<br /> IRAND CAP / 1 E / /
<br /> r
<br /> sPI
<br /> m7' AT CORNER T DE WATER CALL BEFORE
<br /> Sc41 In Feet
<br /> JOE. � REpLA of E GEC 11 YOU DEG 811 Ci2.0
<br /> �� � N _ / PI} 4., P I UNDERGROUND SERVICE(USn) REV1122-001 SHEET
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