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HomeMy WebLinkAboutWPO201100091 Plan - E&S Erosion Control Plan 2011-11-29go PROJECT SCOPE: \ \ 1. CONTRACTOR IS TO PERFORM WORK DESCRIBED HEREIN IN ACCORDANCE WITH THE PLANS ENTITLED AVEMORE, LLC AVEMORE CONNECTOR ROAD (PRIVATE ROAD) DATED JULY 31, 2006 WITH THE LATEST .` \ x `_ � \ � \• �__�_ � - i � � �� / _ i � \ \ \ \ \ \ \ � \ REVISION DATED MAY 15, 2007 AND AS DESCRIBED BY THE RECOMMENDATIONS FROM THE \ \ , GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC, LLC, ENTITLED SUBSURFACE EXPLORATION AND _ _ ,� \ `����_�, / // - \ \\ \ \ 1 I \ GEOTECHNICAL ANALYSIS - AVEMORE-PEWTER COURT PAVEMENT FAILURE - CHARLOTTESVILLE, VIRGINIA o � w , _ DATED MAY 9, 2011 AND ITS ADDENDA. � ' vPA�'FS \ \� \ / / / \ \ \ \ , 2. REMOVE AND REPLACE ASPHALT PAVEMENT AND CONCRETE CURB AND GUTTER AS SHOWN ON THE PLANS (DWG C-5, REVISED 10/20/11) FROM STATION 0+30 TO STATION 5+50. CONSTRUCT NEW GUARDRAIL AS SHOW ON THE PLANS. I -01\IZ Z,/ / \ \ \ , \ \ \ 3. REMOVE AND DISPOSE OF EXISITNG FILL MATERIAL FROM STATION 0+30 TO STATION 5+50. STRIP C I \ SUBGRADE 12 INCHES PRIOR TO PLACEMENT OF NEW FILL. WASTE FILL SHALL BE DISPOSED OF AT AN - / _ / / \ APPROVED WASTE DISPOSAL LOCATION. �-'�- 0' PJdgl_I�WATKERILII EASEMENT / - / / / N I I , , , ` I \ \ 4. PROVIDE NEW FILL MATERIAL IN ACCORDANCE WITH THE GENERAL NOTES BELOW. PG 5, PRECAUTIONS SHOULD BE TAKEN TO PROTECT THE STORM SEWER SYSTEM INCLUDING BUT NOT LIMITED - -�_ \ a � ' - Nh� ✓ \\ -- -� / / f / \ ' + \ TO, THE 36"HDPE DETENTION STORAGE PIPE, CURB INLETS, FILTERRAS, AND OTHER EXISTING INFRASTRUCTURE. REPLACE RIP -RAP AT OUTFALL � WITH NEW RIP -RAP. THE STORM SEWER PIPES AND MANHOLES MUST BE REPLACED WITH NEW MATERIALS, IN KIND, IF DAMAGED, �00 _N _�- ' --- _ • ,y / _ I I \ ` \ \ �- 6. REMOVE AND REPLACE THE WATER LINE, FIRE HYDRANT, VALVES, AND APPURTENANCES FROM ROAD - 1 I / STATION 4+10 TO ROAD STATION 5+50. -J �- ��`^U' i� OPEN scE -� / �- 7. REMOVE AND REPLACE RETAINING WALL. PROVIDE SELECT MATERIAL AND NEW GEOTEXTILE BEHIND THE r O w o / \ ( / �2$ �1 I _ _= __ _- WALL. REMOVE AND REPLACE THE FOUNDATION OF THE RETAINING WALL IF NECESSARY TO COMPLETE / EXISTING FONTANA PON %\ \ O A � E��', -.EW WORK. CONSTRUCT NEW FENCE ALONG THE TOP OF THE RETAINING WALL. B�1729 PG 3 8• PROTECT ALL EXISTING UTILITIES, INCLUDING BUT NOT LIMITED TO, SANITARY SEWER, WATER, FIBER OPTIC, \ �z AND STORM SEWER. EXISTING PRIVATE C R AD / r�N\ r \ / _ 4402649\ I \ \ / 9. REMOVE AND REPLACE MANHOLE RISER SECTIONS AS NECESSARY TO FACILITATE THE REMOVAL AND AGE EASEtv[(V \ 4 \ �- \ I h�__ _ --� _ ,� D.H. Pc. i __ J %� r / �\ j \ - %� PLACEMENT OF THE NEW FILL MATERIAL. 8 < _ _ C ORq ;t _Q� �� / WATER\ LAN 10. CONTROL MEASURES ASSOCIATED WITH THE ROAD,INCLUDING _� _ _ _ _- - PROVIDE EROSION AN SEDIMENT 30 ---rt� - _ �� .---� �� `:... ` �� 1 ' EE PI OJE�T =CQPE�OTE �7 �� PERMANENT SEEDING. \ \ \ 11 AALL INGRESS AND EGRESS CCESS THE SITE THROUGH HALLAVEMB E• THROUGH OLYMPIA DRIVE. CONSTRUCTION TRAFFIC SHALL NOT - - \ v lu -�- NEW GUAR�{� tL GENERAL NOTES: I V / %< 1. FOR APPROVED FILL MATERIAL SPECIFICATIONS, SEE THE GEOTECHNICAL REPORT PREPARED BY ECS \ 0 - P - Q PAP MID ATLANTIC, --- �, �_,, , ___._, � �P� � LLC, ENTITLED "SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS O - P \. AVEMORE-PEWTER COURT PAVEMENT FAILURE - CHARLOTTESVILLE, VIRGINIA DATED MAY 9, 2011 AND ITS ADDENDA. �fi9 _ POST \ I' _ sEME `-�� �S' ��OT 2t-\ 2. FOR COMPACTION REQUIREMENTS AND SPECIFICATIONS, SEE THE GEOTECHNICAL REPORT PREPARED BY ECS _ -T ©.-_ ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS - -`� MID -ATLANTIC, LLC, AVEMORE-PEWTER COURT PAVEMENT FAILURE - CHARLOTTESVILLE, VIRGINIA" DATED MAY 9, 2011 AND ITS LIEN OFN, F-R.aNCIS ADDENDA. �o B. 26z G. �7t 3. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY �4 - ADJUSTING. = -� --= �\ -_ �1s:_-__ _ -� _ SA• \ =t \ _� \ \ \ - 4. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE -_ 39` EX , __-'�-�_ PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO STORM INLETS. .y_�` � \ _ 3'z, ;` =-- - '`"'� c \ \ \ \ �'b, \ y� _ _ 5. ALL STREETS AF:E TO BE PRhIATELY Q����IED AND ".1.�,I"1T;,1�JED. xr,. 1� �� �RF\ N \ 6. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES LE., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, 1 \�1-8 ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. -LtM TS_OF-CONSTRUCTfON- - - -- -- - c =`_ _ -`�� w \ �G� \ \ �- '-s� El sA _,:•'� s�N �� SAN ----" =C VV a 7. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT / / -- -- fV\ AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. i SEE-PRf�;JECT SCOPE. CTAlKING-WALL - - - \ 11 e;. -' 8. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM / _ �--- -_SEE PRQt1EC� COPE R - -B. - � -� ��S"� �b� f) � l ,- �� - - pG. / N: - :. / / / / C-76, UNLESS INDICATED OTHERWISE ON PLANS. WATERTIGHT JOINTS SHALL BE PROVIDED WHEN SHOWN / --f LBEMAFt L� HOTa--L-tMi�EQ�_. _ / _ g \�� / - - -_.__.__. �- v � --� � n P � ON THE DRAWINGS. '" "� '' 9. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND - F,;,.'OTHER APPLICABLE OSHA REQUIREMENTS. 10. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT TO \ PROPERTY. ROPE j _ 11. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN D / --- �- �; / / / �.--•---�}-1 � _----------- -- -- = / � � -'� � \ --" - -----4`- �_ _-- ,,�' / "� �'/ � „%� � �J �. ST��3'�.�, ` t� ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER ---- -- .. -�o� -�= 6 8 Ek �, AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT, N 12. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH �\IFS P ,� / �� \ 2`� ,1 / OTHER STRUCTURAL FEATURES. n �n� 13. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS AS WELL AS THE REQUIREMENTS SET FORTH HEREIN. CX 14. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. v 36 / '_.� %moo/ f / / / 15. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED EXISTING LUXOR SfrAl OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. FACILITY No, I � r �V_: % /~ --- -� �- r - praRa3'..ea /�- SIR T w ( / X•�TR 50 APPROVED _-�. .-- � � • „ RAP � - - - f • IF THIS DRAWING IS A REDUCTION t>y� kf� Air�> rr�rie f c�l_int'/ GRAPHIC SCALE MUST BE USED C�c3rr:r�i�.�rlit+ fJ�:v.�I0E t �e,-�rtir�eni \ l SCALE: 1" 30' Exist. San. MH " /� \\ \ \ \ \ \ -/ - �G _- \ = z \ \ y \\ \ \ _ - III 30' 0 30' ,_ O�p� DESIGNED BY. PROJECT: SET REV. NO. 1 GENERAL REVISIONS SAR 10/2,i/1 t - pF SAR PEWTER COURT 1 - ---- ENGINEERS DRAWN BY. ALBEMARLE COUNTY, VIRGINIA Q- - - -_ -- - - -------...._.._..._..... .......... --- - -- - --- - - - - ,-+ SURVEYORS SAR D RA W I NC N U I' t i l � ----- �E T-��'� -�-, PLANNERS Dig iR BY. TITLE: .i REPAIR PLAN SCOPE OF WORK 1 -- N �.4? S_S (.�_CIAFW H PO Bore Square Pl. o - -- - - - SHEET NUMBI N. Lynchburg, VA24502 Ci,arlottasville,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE_: SCAI_F_: DATE: - �--ri is 1� phone:434.316.6080 Phone:434.984.2700 �_ 0010NAL Ez - wassoc 211064.00 Pewter Court Scope of ork Exhibit.dwg H: 1 -30 9126111 1 of 1 -- www.wwussuctates.ner NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE r44+44*° V: N/A