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Home My WebLink About64-87 ADLS Phase 8 Meridian Technology Center Erosion Contol Planz S7 r. /S/° /O (CC-XB byt-6 ) T� - 48. /-7 /NV. - 4S, 34 x a�5 i CSTRAW BALES EROSION CONTROL • LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN AWAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED, PROTECTED AND SUPPLE- MENT. . • THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS QUICKLY AS PRACTICAL. • TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS DURING DEVELOPMENT. • PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. • SEDIMENT IN RUN -OFF WATER SHALL BE TRAPPED BY THE USE OF SUCH METHODS AS DEBRIS BASINS, AND SILT TRAPS UNTIL THE DISTURBED AREA IS STABILIZED. 5 7`iz. /V-2 /// / �C�EE ///L,E /iVLET> S7.P A/S //O L %G - ¢S. 00 C, iAVED /9,eSA 1416 ET, /NV,- 39.6905) Tc -44.42 //vv. - - 3'7. 4 105-E) /Nv• - 39. S/ (N) 4783¢s 46. �,:.. 7,43 � � 1 -5 fi' IVE //1:9 6 46./4 3Z .4 /z a 'Y 9.0 �,-4Ars i�" D. 30 i>< �.(6 - --f + 9s.6 x,40 CG �. 4L.90 `� r 46, 90 46.15 > �a 47.7 y, Sr S7ir. A19 /04 oo N I I P n 46.70 .� Fin. Fl. Elev x --N ( 847.50) I I� �b Is ° -/03 R6 Og k ' STj q �W'ST RAw Q 0 BA1LES 4z2 (nA5-s.T)p0,i 8�o S7-R. /1/s /OZ -- a° (Cue's Im.at re- -45.9z og I /NV, - 4z. 54 (5 --) I /,vv. - ¢-2.74 CNw) /370 STRAW ..BALES - - �.Q S fe. N- /0 / / 6BEEN /VE BILE -) C T -46,Go /M V, - ¢2.33 (,') /,v,. - 4 2. 4 2. (NUi) I W I - I► I l �I �I .I W W 1, 1 MR 47.Z0 /0//7 (CuR,e /NLE-/ % - 45.24 I11vv. -42.7¢ C4 C CONGRESSIONAL J Wheat or Rye Oats Annual Ryegrass Non - Irrigated* Irrigated Dormant Seeding ** Temporary Seeding Dates Jan Feb Mar Apr May Jun Jul Aug Sep Oct s7',R N ° /Os CCV" /NLE f, Dec ------------------------------------ --- --- --------------- rc_ 49.17 -� �� 77 --------------- \ //yv. - 4s7< Z 4 - \ 1 �� LLI --------- - --- -- - - -- -- -- - - -- U 0 U Permanent Seeding W 1/2' deep II 0Wyy Spring -Oats -------- 3lbs_3 2_ - - _-- ___- - -- LL Annual Ryegrass - -- -1 - - -- 40 lbs. - - - -- U I N OD �\ Q s N/ °r� /o¢ I X 6 -jgva P ,4&A /NLE 79 rc - 46.02 a 43. 3-0 CS ) 4-3. 5-2 CND =o z Q Cr 0 o W Q ° � z C7 0!S Q _2 y 2 cr ap _z W Cn U) X z w Z aN_ 2J O ^W I..L z -57�? A/2 /o 3 ��EE•NiVE �,yLE:�% R2 Cr z 4Z. 43.0000 1 i x a�5 i CSTRAW BALES EROSION CONTROL • LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN AWAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED, PROTECTED AND SUPPLE- MENT. . • THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS QUICKLY AS PRACTICAL. • TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS DURING DEVELOPMENT. • PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. • SEDIMENT IN RUN -OFF WATER SHALL BE TRAPPED BY THE USE OF SUCH METHODS AS DEBRIS BASINS, AND SILT TRAPS UNTIL THE DISTURBED AREA IS STABILIZED. 5 7`iz. /V-2 /// / �C�EE ///L,E /iVLET> S7.P A/S //O L %G - ¢S. 00 C, iAVED /9,eSA 1416 ET, /NV,- 39.6905) Tc -44.42 //vv. - - 3'7. 4 105-E) /Nv• - 39. S/ (N) 4783¢s 46. �,:.. 7,43 � � 1 -5 fi' IVE //1:9 6 46./4 3Z .4 /z a 'Y 9.0 �,-4Ars i�" D. 30 i>< �.(6 - --f + 9s.6 x,40 CG �. 4L.90 `� r 46, 90 46.15 > �a 47.7 y, Sr S7ir. A19 /04 oo N I I P n 46.70 .� Fin. Fl. Elev x --N ( 847.50) I I� �b Is ° -/03 R6 Og k ' STj q �W'ST RAw Q 0 BA1LES 4z2 (nA5-s.T)p0,i 8�o S7-R. /1/s /OZ -- a° (Cue's Im.at re- -45.9z og I /NV, - 4z. 54 (5 --) I /,vv. - ¢-2.74 CNw) /370 STRAW ..BALES - - �.Q S fe. N- /0 / / 6BEEN /VE BILE -) C T -46,Go /M V, - ¢2.33 (,') /,v,. - 4 2. 4 2. (NUi) I W I - I► I l �I �I .I W W 1, 1 MR 47.Z0 /0//7 (CuR,e /NLE-/ % - 45.24 I11vv. -42.7¢ C4 C CONGRESSIONAL J Wheat or Rye Oats Annual Ryegrass Non - Irrigated* Irrigated Dormant Seeding ** Temporary Seeding Dates Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ------------------------------------ --- --- --------------- - - -- - - -- -� �� 77 --------------- \ Remarks - \ 1 �� ` -- --- - - -- -- - - -- - - -- --------- - --- -- - - -- -- -- - - -- Cover seed I' to 0 U Permanent Seeding Dates 1/2' deep l Spring -Oats -------- 3lbs_3 2_ - - _-- ___- - -- - -- Annual Ryegrass - -- -1 - - -- 40 lbs. - - - -- --------- N OD �\ ------------------ X c Irrigation needed during this period. To control erosion at times other than in the shaded areas, use mulch. * Late summer spedinq dates may be extended 5 days if mulch is applied. ** Increase seeding application by 50%• NOTE: SHADED AREA DENOTES AREA TO , BE SEEDED AND STRAW MULCHED. V1 W Q * Not necessary where mulch is applied. s 4,e ni° /D 8 (f'0 v6d A e s A AV, r. T) %G- -43.76 IN V. - 38-so(/Yw %s E, 30';t?�.P 'C-Ass 36 V. ASSUMED NORTH SCALE: I =40 GENERAL NOTES: I. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 3. ANY PART OF THE STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. EX /S'' 5 7-11 M /NLET 37. 376EX s s. -369 /ir v. - 3 7. 8'2 ('IV--14i /J!E. 3 o's A1,6 G� 3° x STRAW , , BALES , , -4 BLVD. NOTE: See construction plans by Triad Associates for Y U W z U W H 0 m O z Y U X Uj U CC < oo� >m m 0 c/) W, Z C1� c Q Q w � Temporary Seedings 0 Existing Storm Sewerw /Inlet w Rates per: ---�- -• New Storm Sewer"tinlet w Kind of Seed 1000 Sq. Ft. Acre Remarks Z Wheat or Rye 3.5 lbs. ------------------------------ 2 bu. Cover seed I' to 0 U oo. Al I Other Finished Elevations = W 1/2' deep l Spring -Oats -------- 3lbs_3 2_ - - _-- ___- -bu. _- - -------------------------- -1 Cover seed I' deep Annual Ryegrass 1 lb. 40 lbs. Cover seed 1/4 dee p * * Not necessary where mulch is applied. s 4,e ni° /D 8 (f'0 v6d A e s A AV, r. T) %G- -43.76 IN V. - 38-so(/Yw %s E, 30';t?�.P 'C-Ass 36 V. ASSUMED NORTH SCALE: I =40 GENERAL NOTES: I. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 3. ANY PART OF THE STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. EX /S'' 5 7-11 M /NLET 37. 376EX s s. -369 /ir v. - 3 7. 8'2 ('IV--14i /J!E. 3 o's A1,6 G� 3° x STRAW , , BALES , , -4 BLVD. NOTE: See construction plans by Triad Associates for Y U W z U W H 0 m O z Y U X Uj U CC < oo� >m m 0 c/) W, Z C1� c Q Q w sewer 13 Wz sanitary 0 ., ,4: water line design, m 14- L() 0 z - LEGEND - � 0 Existing Storm Sewerw /Inlet w W ---�- -• New Storm Sewer"tinlet w ? U. +40 Q° 9 Existin Grade Elevations r Z o.00 Finished Pavement Elevations F- 0 U oo. Al I Other Finished Elevations = W W Drainage Flow Direction w ? U rr OD N OD X a � m =o i Cr o ° C7 0!S _2 y 2 cr ap W Z Z aN_ 2J O z Q " < W R2 Cr z W W Co 2 _ C CD (3' 2� � N - -0 > C U � sewer 13 Wz sanitary 0 ., ,4: water line design, m 14- L() 0 z - LEGEND - � Q Existing Storm Sewerw /Inlet w o ---�- -• New Storm Sewer"tinlet w ? a' +40 Q° 9 Existin Grade Elevations r Z o.00 Finished Pavement Elevations F- 0 U oo. Al I Other Finished Elevations = W z Drainage Flow Direction w ? ¢� O ORIGINATING BENCHMARK a Wz w MINE SPIKE IN NORTH SIDE OF P W Wo im POWER POLE � 10 _ 106 -B g�;m AT INTERSECTION OF 116TH STREET AND PENN ROAD. =MEET (ELEVATION 846.64 ) OF S• I I I I