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WPO201300079 Plan - Approved 2014-10-30
I 5 I���,� l•'11.���1�: 11 .�� \It � \� \l l.� \ll" l� �:�1C�\ CONTACT INFORMATION REFERENCES ♦BOUNDARY & TOPOGRAPHIC /ALTA SURVEY,. "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC.? PREPARED BY: KIRK HUGHES AND ASSOCIATES PROJECT NUMBER: 97 -159 DATED: MARCH 3, 1998 (REVISED JULY 8, 2003) ♦GEOTECHNICAL REPORT: "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS." PREPARED BY: ECS MID - ATLANTIC, LLC PROJECT NUMBER: 28:1552 DATED: MARCH 29, 2013 ♦ZONING APPLICATION PLAN AMENDMENT: "ZMA #2009 -001 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET - AVON CENTER" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 (REVISED AUGUST 31, 2012) ♦FLOODPLAIN SPECIAL USE PERMIT: "SPECIAL USE PERMIT - FLOODPLAIN FILL EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: SEPTEMBER 21, 2012 (REVISED DECEMBER 14, 2012) ♦CRITICAL SLOPES SPECIAL EXCEPTION: "CRITICAL SLOPES EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 ♦ WATER PROTECTION ORDINANCE: "MINOR GRADING PLAN FOR STREAM ACCESS AT AVON LANDFILL" - PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 19, 2013 (REVISED APRIL 10, 2013) ♦ WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE - PHASE I FOR 5TH STREET STATION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 *ROAD IMPROVEMENT PLAN: "ROAD IMPROVEMENT PLAN FOR BENT CREEK PARKWAY" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 (REVISED 10/01/14) ♦FINAL SITE PLAN: "FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 13, 2013 (REVISED 10/01/14) GO VERNINS ill GEN IIES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296 -5832 FAX: (434) 9724126 UTILITIES I LtJL TJL1l S ♦ ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977 -4511 GENERAL NOTE: THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PRO SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELAT SPECIFICATIONS ORAPPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECOI FING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTORTO NOTIFY THE PROJECT ENGINEER SHALL CONST17 STANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. w5wo 7ir Jl�Jl_v 11 � JL TAX MAP PARCELS 076M 1- 00- 00 -002A0 076M1 -00 -00 -00260 076M 1- 00- 00 -004A0 07700 -00 -00 -011 EO LOCATION OF SITE NORTH OF INTERSTATE 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED w SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE 'COUNTY, VIRGINIA 0 8 E 1,L= 80,., 20 Mfg .., >oo QO OQ Qo \ 5 I���,� l•'11.���1�: 11 .�� \It � \� \l l.� \ll" l� �:�1C�\ CONTACT INFORMATION REFERENCES ♦BOUNDARY & TOPOGRAPHIC /ALTA SURVEY,. "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC.? PREPARED BY: KIRK HUGHES AND ASSOCIATES PROJECT NUMBER: 97 -159 DATED: MARCH 3, 1998 (REVISED JULY 8, 2003) ♦GEOTECHNICAL REPORT: "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS." PREPARED BY: ECS MID - ATLANTIC, LLC PROJECT NUMBER: 28:1552 DATED: MARCH 29, 2013 ♦ZONING APPLICATION PLAN AMENDMENT: "ZMA #2009 -001 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET - AVON CENTER" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 (REVISED AUGUST 31, 2012) ♦FLOODPLAIN SPECIAL USE PERMIT: "SPECIAL USE PERMIT - FLOODPLAIN FILL EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: SEPTEMBER 21, 2012 (REVISED DECEMBER 14, 2012) ♦CRITICAL SLOPES SPECIAL EXCEPTION: "CRITICAL SLOPES EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 ♦ WATER PROTECTION ORDINANCE: "MINOR GRADING PLAN FOR STREAM ACCESS AT AVON LANDFILL" - PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 19, 2013 (REVISED APRIL 10, 2013) ♦ WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE - PHASE I FOR 5TH STREET STATION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 *ROAD IMPROVEMENT PLAN: "ROAD IMPROVEMENT PLAN FOR BENT CREEK PARKWAY" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 (REVISED 10/01/14) ♦FINAL SITE PLAN: "FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 13, 2013 (REVISED 10/01/14) GO VERNINS ill GEN IIES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296 -5832 FAX: (434) 9724126 UTILITIES I LtJL TJL1l S ♦ ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977 -4511 GENERAL NOTE: THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PRO SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELAT SPECIFICATIONS ORAPPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECOI FING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTORTO NOTIFY THE PROJECT ENGINEER SHALL CONST17 STANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. w5wo 7ir Jl�Jl_v 11 � JL TAX MAP PARCELS 076M 1- 00- 00 -002A0 076M1 -00 -00 -00260 076M 1- 00- 00 -004A0 07700 -00 -00 -011 EO LOCATION OF SITE NORTH OF INTERSTATE 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED w SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE 'COUNTY, VIRGINIA 0 8 E LOCATION MAP P COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: I"=2000' ♦OWMERS: 1,L= 80,., 20 Mfg .., >oo QO OQ Qo \ LLE 631 TFi oo, RYS . 9 �E 1100A ; zc (F PESTMp �VF �!! 10 O/ • TTO - o`O �" f ! ®GE90 �? �. (.. PRING ;P3 100 ■ '..� } NO • 000:. AVfr• ,H ,tiE�l QO 'oo; 1, � 1�Z, OO,foo ¢ ST ,:,, $ Jd S,. pPK� Qo, b ° =e4 \Q RANK �y o ';��s nog0p \Jg \� . y�NO o� `Q R H. VF i' �9 .2 W STS YLOR Lq on Avenue. PREiPAARED LL �6 e O 9 o a ofF. VIL NE , ViEW Q° Park 13A -13B -' Top p�P�2 ,\oa00 100 !r ,�• 'o NQ p� •�, t 4 0 , c RR,. i �,ZE • G 1C 14C SYSTEM C - DES,'GN,INFORMATION �✓7 $ `,, . LANDFILL POND - DESIGN INFORMATION 16 10_ h •"III TROOST ti `A g 3 rooms os 2 -• 0 :'RD t, EQ � \o n O aQW O �8 _ . �/I Q oe oSE ill S hb sN� Fq OP _ ry LLB'` I I a. DE 2 Z O 1 W I- Q'YJF- E D /4 53 R OMw AQUU � e:W EN F 142 Y N0 WSITE z o 9 a w HN GRL Iq P 0 ai 5O U U °< c4 "1 00 q- t yes' o Charlottes �e��--CJo Se Llle- Albemarle only Comple atioar 11'3'ri ti Tq H c 3 FD 4 �� aL2V� tt�x ti o ory °' Rdm p 780 S p0dv l� Cj, 09 �5 sg r f0 0�<9 C�P a�7 F,,T I rTy4 c..•„:. O i r -N 000000 E xRCT LUe O .. T .40-M a � 74 44? irrtin ,'yt,' 0 C FfK o OT U " w k PEE p. �■ I BSURLD !9 CT �i H Fa NDRIO �rt P ! rlF� /a�0 R ynov o�'� 1 \v U. S "c."�1 MH a o Lake LOCATION MAP P COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: I"=2000' ♦OWMERS: *APPLICANT: NEW ERA PROPERTIES, LLC RIVERBEND MANAGEMENT 14254 CEDAR ROAD, APARTMENT 201 321 EAST MAIN STREET, SUITE 201 CLEVELAND, OH 44121 -3242 CHARLOTTESVILLE, VA 22902 (216)624-7667 (434)245 -4932 4A -4J CONTACT: ALAN TAYLOR AVON HOLDINGS, LLC EROSION AND SEDIMENT CONTROL NARRATIVE 1209 NORTH ORANGE STREET S.J. COLLINS ENTERPRISES WILMINGTON DE 19801 5B SOUTHWEST BROAD STREET 7B-7C FAIRBURN, GA 30213 8 (770)692 -8300 9 CONTACT: DANIEL S. TUCKER PREiPAARED 1BY BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com CONTACT: DANIEL R. HINES, P.E. s: SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERAL NOTES 2 OVERALL EROSION AND SEDIMENT CONTROL PHASE II 3 EROSION AND SEDIMENT CONTROL PHASE II 4A -4J EROSION AND SEDIMENT CONTROL PHASE III (FOR INFORMATION ONLY) 5A -5K EROSION AND SEDIMENT CONTROL NARRATIVE 6 EROSION AND SEDIMENT CONTROL DETAILS 7A E &S DETAILS AND STORM COMPUTATIONS 7B-7C PRE DEVELOPMENT BMP AREAS 8 POST DEVELOPMENT BMP AREAS 9 PRE DEVELOPMENT SWM DESIGN INFORMATION 10 POST DEVELOPMENT SWM DESIGN INFORMATION 11 UNDERGROUND SPRING SYSTEM DESIGN 12 SYSTEM A - DESIGN INFORMATION 13A -13B SYSTEM A - DETAILS w 130 SYSTEM B - DESIGN INFORMATION 14A -14B SYSTEM B - DETAILS ,l ' ° -'` 14C SYSTEM C - DES,'GN,INFORMATION 15A -15B SYSTEM C - DETAILS 15C LANDFILL POND - DESIGN INFORMATION 16 CONSTRUCTION DETAILS 17A -17B WEGMANS AND BENT CREEK PARKWAY GRADING PLAN SHEETS (FOR INFORMATION ONLY) 18A -18M APPROVED by the Albe is -l:1 °oLln"ly Date Filer � liUPaG�L r��1nA.._. :4. V z H W Iq z H i z !�■�, W THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848) (PA 1-800- 242 -1776) (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I.D.: , SD2 PROJECT: WPO 'PLAN - E &S ]%P�]/H�[AS�E11t� AND r 9 d1JL /3J/A1:LJL JV JLeIJ��N FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER� 1 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (5401349 -0321 COV]E]R SHEET SHEET NUMBER: i REVISIONS LL DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 §O W� F� a 3 w PER COUNTY COMMENTS gp ul O? W a� o� o z O m F - 0, 0 1x ��LLa � O 3� w z ...... U o 2 Q a 2 Z } ZOE g h C4 O U O aQW O �8 0ZY Z> Z H 2 Z O 1 W I- Q'YJF- 8 53 R OMw AQUU � ° F z o z a w HN ai 5O U U °< � z z Z w U 0 U Q a ww o O 0 U w I THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848) (PA 1-800- 242 -1776) (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I.D.: , SD2 PROJECT: WPO 'PLAN - E &S ]%P�]/H�[AS�E11t� AND r 9 d1JL /3J/A1:LJL JV JLeIJ��N FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER� 1 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (5401349 -0321 COV]E]R SHEET SHEET NUMBER: i REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23114 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848) (PA 1-800- 242 -1776) (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I.D.: , SD2 PROJECT: WPO 'PLAN - E &S ]%P�]/H�[AS�E11t� AND r 9 d1JL /3J/A1:LJL JV JLeIJ��N FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER� 1 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (5401349 -0321 COV]E]R SHEET SHEET NUMBER: i CONC I CONCRETE CONCRETE CURB & GUTTER FOR ENTIRE PLAN SET EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE AC ACRES POG POINT OF GRADE DEPRESSED CURB AND GUTTER ONSITE PROPERTY �� LINE / R.O.W. LINE �- AMERICANS NS WITH BM BUILDING 9 -�G POLE LIGHT c==» 0< NEIGHBORING - - PROPERTY LINE / - - ADA DISABILITY ACT PROP PROPOSED TYPICAL LIGHT INTERIOR PARCEL LINE RIW ACORN LIGHT CL CENTERLINE _ _ _ EASEMENT - - - ARCH ARCHITECTURAL PT POINT OF TANGENCY (^ \ LINE W CONN CONNECTION ISF WATER LINE SQUARE FEET SETBACK -------- BC BOTTOM OF CURB PTCR POIN T OF TANGENCY, CURB ELECTRIC LINE LINE G UNDERGROUND RETURN BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE CONC I CONCRETE CONCRETE CURB & GUTTER CURB AND GUTTER BK BLOCK SPILL CURB I TRANSITION CURB CY CUBIC YARDS pmm . ,m POINT OF VERTICAL BL BASELINE DEPRESSED CURB AND GUTTER -- BLDG BUILDING _� UTILITY POLE WITH LIGHT BM BUILDING 9 -�G POLE LIGHT c==» 0< TRAFFIC LIGHT E4 O UTILITY POLE O WALL TYPICAL LIGHT CF CUBIC FEET RIW ACORN LIGHT CL CENTERLINE mil- TYPICAL SIGN -v-- X PARKING COUNTS (^ \ CONC I CONCRETE STA POINT OF VERTICAL BK BLOCK PVI INTERSECTION CY CUBIC YARDS TBR POINT OF VERTICAL BL BASELINE PVT TANGENCY BLDG BUILDING R RADIUS BM BUILDING RCP REINFORCED CONCRETE PIPE BENCHMARK SANITARY SAN BRL BUILDING RET RETAINING WALL RESTRICTION LINE WALL X CF CUBIC FEET RIW RIGHT OF WAY CL CENTERLINE S SLOPE CMP CORRUGATED SAN SANITARY SEWER METAL PIPE UNDERGROUND W CONN CONNECTION ISF WATER LINE SQUARE FEET CONC I CONCRETE STA I STATION CPP CORRUGATED PLASTIC PIPE STM STORM CY CUBIC YARDS TBR TO BE REMOVED DEC DECORATIVE TBRL TO BE RELOCATED DEP DEPRESSED TC I TOP OF CURB DIP DUCTILE IRON PIPE TELE I TELEPHONE DOM - - -170- - - CONTOUR 190 ------- - - - - -- 169------ - - - - -- LINE 187 FINISHED FLOOR SPOT C516.00 TC 516.00 ELEVATION TG' 516.4 OR 516,4 ELEVATIONS TYPICAL lbu 515.55 GF DOOR) m SANITARY SAN OF WALL LABEL # X 00 STORM X GRATE LABEL # SL SANITARY SEWER SL POLYETHYLENE PIPE S 38 000'12" E LATERAL /y UNDERGROUND W LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION WATER LINE LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION E UNDERGROUND E WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES. ELECTRIC LINE ANY EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER. G UNDERGROUND G IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH GAS LINE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. OH OVERHEAD OH L19 WIRE THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO T UNDERGROUND T NOTIFY BOHLER ENGINEERING IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO S 41 013'10" E TELEPHONE LINE L22 UNDERGROUND C SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN CABLE LINE COMPLETE THE SCOPE OF WORK AS DEFINED, BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND _ _ _ - - - - - - - STORM 17.79' - - - Y - - - - - - SEWER THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. S SANITARY S SEWER MAIN REMOVED, THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING yf HYDRANT �cr REMOVED /RELOCATED DURING SITE ACTIVITY. SANITARY i O\ 1 � � W MANHOLE I \`_,: ENGINEERING IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE 5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND '- � I��) STORM i (® `4 I\ 0/1 ` MANHOLE ®NM WATER . ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO METER TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. WV CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST m WATER • 6. VALVE '-' U 11 GAS E] VALVE ® GAS METER 9. CONTRACTOR SHALL REFER TO THE ARCHITECTURAUBUILDING PLANS FOR EXACT LOCATIONS AND TYPICAL END I- SECTION &� HEADWALL OR �OR� PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME. ENDWALL DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED HAZARDOUS 7. ' �J l YARD Q -� INLET COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES. CURB CJ 11. INLET 8. O CLEAN 0 OUT O ELECTRIC O 12. MANHOLE 9. O TELEPHONE I O MANHOLE m ELECTRIC EB . BOX EP ELECTRIC EP PEDESTAL 13. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND FOR NOTIFYING i\1 MONITORING (� CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR WELL WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT. SUB -BASE MATERIAL FOR LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC, THE CONTRACTOR SHALL BE SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUB -BASE BE GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN `6. FULL CONFORMANCE WH 'DES, DOM I DOMESTIC HW TPF TREE PROTECTION FENCE ELEC ELEGTRIC FINISHED FLOOR TW TOP OF WALL ELEV ELEVATION G TYP TYPICAL EP I EDGE OF PAVEMENT I UG I UNDERGROUND I ES I EDGE OF SHOULDER I UP I UTILITY POLE EW I END WALL EX EXISTING HW FLARED END FES SECTION FF FINISHED FLOOR FH FIRE HYDRANT FG FINISHED GRADE G GRADE LOS GARAGE FLOOR (Alf GF DOOR) US GRADE HIGHER SIDE GH OF WALL INGRESS - EGRESS GRADE LOWER SIDE GL OF WALL GIRT GRATE GV GATE VALVE 2. HIGH DENSITY HOPE POLYETHYLENE PIPE I HP I HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LP LOW POINT US ILANDSCAPE MAX I MAXIMUM MIN I MINIMUM MH IMANHOLE MJ MECHANICAL JOINT OC ON CENTER PA POINT OF ANALYSIS PC POINT CURVATURE 0 POINT OF PCCR COMPOUND a CURVATURE, CURB PUBLIC ACCESS RETURN PI IPOINT OF INTERSECTION W WIDE W/L WATER LINE W/M WATER METER ± PLUS OR MINUS ° DEGREE 0 DIAMETER # NUMBER GENERAL DEMOLITION PLAN NOTES 1. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. RESPONSIBLE FOR/TO: P O STARTING ANY DEMOLITION CONTRACTOR IS 3. PRI OR T A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON -SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND /OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC, WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THATARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. F, COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF- PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES, G. A COMPLETE INSPECTION FOR CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND /OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY /ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 5. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON -SITE OR OFF -SITE, THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE- DEMOLITION CONDITION. 6. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 7. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS -OF -WAY. 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE APPLICABLE PROPERTY OWNER, AND /OR APPROPRIATE GOVERNANENTAGENCY. 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND /OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAIUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE- DEMOLITION" CONDITION. 12. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 13. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS /CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL "MEANS AND METHODS" ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL I 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13, ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00AM TO 9:00PM. 15, BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17- 207B.) GENERAL SITE PLAN NOTES GENERAL GRADING & UTILITY PLAN NOTES 1. ALL ADA ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL BE CONSTRUCTED TO MEET ADA 1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH SIGHT DISTANCE REQUIREMENTS. - LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL 56,84' - SANITARY SEWER OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR 2. PRIOR TO STARTING NG CO N STR UC TIO N THE CONTRACTOR SHALL ENSURE TH A T AL L REQUIRED PERMITS a TO COMMENCEMENT OF CONSTRUCTION. ALL DI SC REPANCI ES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PUBLIC ACCESS O FABRICATION SHALL BEGIN UNTIL THE AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION R - - - - ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) E G ( T C NE ON) AND PROGRESS IE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY INGRESS - EGRESS UP GRADIENT. ALL PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD - - ALL OF THE PERMITTING AUTHORITIES. VA VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FORANY/ALL CERTIFICATIONS, 2. ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, 134.66' INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER S 38 000'12" E TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY L12 CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT 131.15' LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION S 36 030'32" E LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION L14 SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO 90.00' WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES. S 48 °14'41" E ANY EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH S 35 042'05" E REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. L18 THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH 65.32' L19 S 70 036'05" E THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO 5. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE 72.30' NOTIFY BOHLER ENGINEERING IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO S 41 013'10" E REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS L22 NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO 58.48' SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN S 43 013'50" E COMPLETE THE SCOPE OF WORK AS DEFINED, BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND L24 WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. 17.79' CODES. 6. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 4. DEFINE AND LOCATE VERTICALLY AND HORIZONTALLY ALL ACTIVE UTILITY AND /OR SERVICE SYSTEMS THAT ARE TO BE 36.90' 0 z E .1 REMOVED, THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING AT THE TIME OF PLAN U REMOVED /RELOCATED DURING SITE ACTIVITY. P PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER � � W �6 W ENGINEERING IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE 5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND z PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. �11 U IS; RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE A CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN 8. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO a O � TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT '-' U CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN W BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS /DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES /SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS 9. CONTRACTOR SHALL REFER TO THE ARCHITECTURAUBUILDING PLANS FOR EXACT LOCATIONS AND ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY DIMENSIONS OF ENTRY /EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING TIIE- INS /CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY /SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE UTILITY LOCATIONS. PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED HAZARDOUS 7. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS SHALL BE SPECIFIED BY THE LOCAL UTILITY MATERIAL, AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES. UTILITY TO PROVIDE A COMPLETE WORKING SERVICE. 11. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED 8. ALL NEW UTILITIES /SERVICES, INCLUDING ELECTRIC, TELEPHONES CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE NEW UTILITIES /SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY /SERVICE PROVIDER INSTALLATION STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE. SPECIFICATIONS AND STANDARDS. 12. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT 9. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE TO PAVEMENT, STRUCTURES, ETC. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT +REFERENCED IN THIS PLAN SET, THE CONTRACTOR SHALL APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF PAVEMENT, BE RESPONSIBLE FOR REMOVING AND REPLACING WITH SUIT ABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. STRUCTURES, ETC. TO REMAIN, AND TO PROVIDE A SAFE WORK AREA. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL BE SUBMITTED IN COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, 13. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND FOR NOTIFYING REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED VERIFYING THAT ALL FILLED AREAS AND SUB -GRADE AREAS CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT. SUB -BASE MATERIAL FOR LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC, THE CONTRACTOR SHALL BE SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUB -BASE BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY DEEMED UNSUITABLE BY OWNER OR OWNER'S REPRESENTATIVE, 11 SU B-BASE IS TO BE REMOVED AND FILLED WITH APPROVED UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR SHALL BE EQUAL FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL TO OR BETTER THAN EXISTING CONDITIONS. (REPORT. 10. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE 14. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED IN RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND /OR GEOTECHNICAL REPORT. COMPANY SPECIFICATIONS. 15. ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS /MEANS FOR COMPLETION OF THE It THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY WORK DEPICTED ON THESE PLANS NOR ANY CONFLICTS /SCOPE REVISIONS WHICH RESULT FROM SAME. OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE DETERMINING METHOD /MEANS FOR COMPLETION OF THE WORK CONTRACTOR IS RESPONSIBLE FOR S FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND /OR TRENCHING PROCEDURES. I RECORD WHEN A CONFLICT S IDENTIFIED. 12. PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM 16. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAVE THEY BEEN RETAINED REMOVAL OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION, STOCKPILING OF DEBRIS WILL NOT FOR SUCH PURPOSES. BE PERMITTED. 17. ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S 13. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND -` ITS SUB - CONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE 14. THIE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT SUFFICIENT TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% MINIMUM SLOPE ALONG CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF ALIL ISLANDS, GUTTERS, AND CURBS; 1,0% ON ALL CONCRETE SURFACES; AND 1,0% MINIMUM ON ASPHALT, TO PREVENT INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON PO)NDING. ANY DISCREPANCIES THAT MAY AFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO THE RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL ENIGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITHOUT NOTIFICATION IS DONE SO AT THE CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS CONTRACTOR'S OWN RISK. BOHLER ENGINEERING AND ITS SUB - CONSULTANTS FROM AND AGAINST ANY DAMAGES, LIABILITIES OR .. COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY 15. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS. NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CUIRBING CUT SHEETS PRIOR TO INSTALLATION. 18, NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER : - I `_� ENGINEERING OR ITS EMPLOYEES AND SUB - CONSULTANTS ATA CONSTRUCTION /PROJECT SITE, SHALL 16. `REIFER TO SITE PLAN FOR ADDITIONAL NOTES. _, RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, - � . 11 BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES 17. IN (CASE OF DISCREPANCIES BETa(VEEN,PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE. NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE I IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS. . WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY -- ` ` REGULATORY AGENCIES. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO 98. , CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR OFF -SITE MATERIAL EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL I TO INITIATING WORK. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE, 19. BOHLER ENGINEERING SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BOHLER ENGINEERING'S REVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF " BOHLER ENGINEERING IN WRITING BY THE CONTRACTOR. BOHLER ENGINEERING, SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, BOHLER ENGINEERING AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NON - BINDING MEDIATION UNLESS THE PARTIES 11 I MUTUALLY AGREE OTHERWISE. PROPOSED EASEMENT LEGEND DIRECTION SI - SIGHT DISTANCE 0 - STORM DRAIN 56,84' - SANITARY SEWER 70.94' - WATER . a - - PUBLIC ACCESS 6196 Rlw - - - - COMMON SHARED IE L.7 INGRESS - EGRESS - � - - PUBLIC UTILITY VA - - VARIABLE WIDTH S 21. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION LINE TABLE: IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, SUB- CONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS. 22. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 23. A TEMPORARY STREET CLOSURE PERMIT IS REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL "BY THE CITY TRAFFIC ENGINEER. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1, ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. NIUMBER DIRECTION DISTANCE L1 S 25 045'15" E 45.00' L2 N 56 052'33" E 56,84' L3 N 73 044'05" E 70.94' L4 S 85 045'33" E 141.07' L5 S 72 033'39" E 61.33' L6 S 50 040'06" E 64.27') L.7 S 35 027'54" E 71.97' L.8 S 13 014'20" E 89.00' L'.9 S 34 050'23" E 191.43' L.10 S 52 019'19" E 134.66' L.11 S 38 000'12" E 138.06' L12 S 31047'38" E 131.15' L13 S 36 030'32" E 88.07' L14 S 13 044'20" E 90.00' L15 S 48 °14'41" E 97,16' L16 S 63 °48'17" E 140.01' L17 S 35 042'05" E 148.05' L18 S 60 047'53" E 65.32' L19 S 70 036'05" E 107.58' L20 S 49 049'34" E 72.30' L21 S 41 013'10" E 65.11' L22 S 87 023'59" E 58.48' L23 S 43 013'50" E 25.59' L24 S 84 032'05" E 17.79' L25 N 65 °22'01" E 65,58' L26 N 52 °40'13" E 36.90' NUMBER DIRECTION DISTANCE L27 N 63 °47'21" E 103.27' L28 N 48 051'09" E 117.87' L29 N 72 021'31" E 40.36' L30 N 62010'58" E 62.92' L31 N 34 023'58" E 40.98' L32 N 59 024'00" E 43.08' L33 N 45 °01'13" E 68.60' L34 N 75 043'43" E 25.27' L35 S 67 °14'58 ":E 54.07' L36 S 80 020'49" E 42.45' L37 N 70 028'28" E , 60.94' L38 S 41013'10" E 42.28' L39 S 82 017'53" E 75.19' L40 N 51 °34'57" E 90.10' L41 N 29 055'52" E 94.32' L42 N 63 028'27" E 68.44' L43 N 43 023'57" E 83.99' L44 N 10 040'38" E 78.62' L45 N 35 °00'11" E 151.39' L46 N 18 051'49" E 133.94' L47 N 30 037'56" E 135.46' L48 N 72 056'38" E 66.81' L49 N 55014'43" E 129.56' L50 N 57 039'54" E 1 20.00' L51 N 39 057'32" E 88.99' L52 N 67 017'05" E 19.76' 0 z w"� a 10=4 W, �W z 0 0 �W REVISIONS REV LL s BY 1 ¢p a g- a <i DRH 2 >o PER COUNTY COMMENTS W 3 C, m > p ,m!5 o M w zzzW❑ I� = w WO §?c0r.Eg Wr QO ag§ og fi, .F O O O T ml- - w i:LL a F, 9 ':w W z F '?ij oj U ** ** ** g2 'Ra R w a >- pO� � o > a = z g C4 O ♦ 0 a I -" U oZ0Z> gg mrZ0m w- - ZOu'F.. Q '�� OmO2w o1 toQwUU z ♦���♦ co � �a cc Iuj W Fi W H H aEl a U N w cn 0 z E .1 O U o� P � � � W �6 W cn z 8z aW z �11 U <_ A g� � NI a O � 14 LL '-' U W W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH I 11 THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 800 - 245-4848) (PA 1-800- 242 -1776) (VA 1-800- 552- 7001) (MD 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONISTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD LD.: SD2 PROJECT: WPO PLAN - E &S PHASE II AND SWM /WIMP DESIGN FOR 5TH STREET STATION LOCAITION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlierEngineering.com _"el'�,.. i' _ U DANIEL R. HINES 'P .p Lic. No. 043176 gr 10/24/14 X41, �, SS70NA1. , SHEET TITLE: GENERAL NOTES SHEET NUMBER: 2 k. N I I I I - - - - , . 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I FE ., F I 'IN REVISIONS REV� DATE COMMENT BY 1 - - 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 ' PER COUNTY COMMENTS DRH 3 10/23/14 I PER COUNTY COMMENTS DRH - I I I I . - THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-855% �- r- APPROVED FOR `k,,.,, r' PROJECT No.: V122001 -' DRAWN BY: JLP/CBC CHECKED BY: DRH � DATE: 12/13/13 SCALE: 1"=120' k,_CAD I.D.: EE12 r' PROJECT: � I -,I � WPOI PLAN - E&S PHASE II AND SWM/BMP DESIGN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN . 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL %`.. ALBEMARLE COUNTY, VA j r � X BOHLER E N G I N E E R I N G � 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 ,... www.BohlerEngineering.com 'u DANIEL R. HINES 7p .0 Lic. No. 043176 op- , , V- t� 10/24/14 A I I - - NAL , -1� I-- ..O r' SHEET TITLE: EROSION AND SEDIMENT PHASE II SHEET NUMBER: i . 3 + I I I \ I r4 I � 10P_ I v(XV1,v,\ _ I - _'-___ --------- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- `_- _ '`I _- -_' r.� \\`_r/I1 , 1' �1 \ ;Y1 _ _ _ } - -- \ ---------------------- - - - - -- - - _ --------------------------------------- - -- - - - - -- -__ -- - _ - - - -_ '-- - - - - -- -- \ J---- - - - - -- -- ----------- - _ - - - -- ----- - - - - -` - ` �i1 �IiI ,\ 1 \ \ \ ----- - - - - -_ -- ^__ .__ - ' --.-_ ~- '" " - -I - ____,.__-• - _____ ___ •-_ '.. 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(IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001) (MD 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555) 1 I YZ [ APPROVED FOR CONSTRUCTION STREAM BUFFED LINE r \ / I •: � i 1 , � �� \ % ',k \ ` 1 /` _________ ____ _____ _ _ _ _----------- PROJECT No.: V122001 �—_ ' ; I _ ° a r ! \1 `, -�„, a ' DRAWN BY: JLP /CBC \ }`�3 \ , ,- "�....�.. �.. - - - - -- CHECKED BY: DRH .�...�. �..� ..../+� `\ \\ \\ } �v I `\ ✓ �' _ / �. �� 1 \\ v:;7 iYl- \ / T- \ x X Xh_- X - - - -- - - - -_ -- -_o DATE: 2/13/13 / - - - - -- - -- -- - - v;R _yam t ]..- r-- c�.°r'f -- -'l, `- t` '� I \ \._, D 1'" �''_'__ /✓' ` ~ X %� _,,, ` X ' : " --- - -- -- - - - 1 \ : \ `\ .� II 1 l \ _r=-"- !' ,tii- -` ,t. -G fr �-- -'r�'r--'--' -__-` , ; 'i' ` �/ \ �--1 /c _ - - -- _ - - -- - - - - - -- -- ____- — CAD I D.• 1 EB2 _ i -- r ! 1_- - - \\ .'�, \ \0 100, t \ / J - -- - -- - -- -- - -- Yom` -- -- - --- - - n - v Y T - _• - STREAFFER � /""� --• _ M BU - - -- - - - - - -- - - - - - -- _ , LINE \/ ,v -- - - -- __ - -- - _ 2 - - - -- -- - -- - -- _ - -- - -- - - -- --` NSAl61 bVFFER LINE %t �' cf ;/ 1 % \\ ���`', !ti \ y °" . - - - -- - ¢ -- / -- - -- -- - - - - -- - - - -- - - - -- - - -- - - - - -- 1 , , ,o `\ , �__•- , 1 ,' t / { , _� �,..' `Y � r7 , .r+m+�""'0"O i' , ,, f'Cpr -� -_ - h - l - a� - _ \® _ 1 �'• - - - - T R' -- - ' -- -- -- -- -- � - TERCEP 0 .. , ,�- -v_ '1� \\ ,, ,,, ,�, � / • '\ CREEK fN -- /IC „ \> /\ MOOR -EWER EA_ `' —•`\ '. ,', O' \�` !� I \I 1 1 — - {}- �pN1TARY_ - - "''� - ' ;~'" \ "�_�, -- `� �•\ __- \`\ `- -\\ - -- �� \1 \\ �"`*or,��. \ -- _ -I�z. _- I _ _ lI /�j .P� � -. -- _ �' ti♦� �1� _ ! � ' _, '4 - =-� _ , 1 - -- ,,a. _ \-. \ I"'e,o _`\ \ X17\ \_` \ "+a - __�__.l- - -- _____ ---- ' ll_ •`��,f \ \' /� f `, t' � I ♦ _ ' ��- ____ _- - , ^ � ,' - -__ ''_` -_- - � �, - _ _ 1 I t _ r<, J , dy ,g.. 41 r ;: .. _.... \ \ ♦ _'." 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M. r _ , MA'd'Clf'Ig,INE - SHEE"T 411--] GENERAL NOTE: E 0 ALL 0 HE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT T IS THE RESPONSIBILITY OF THE CONTRACTOR T REVIEW F T RAW DIRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1 -HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II` NRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE :CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REG CATIONS AND CODES. r' , _ n _ - - r a- G p ------ - - - - -- _— - - - ! / y - _ - - - - -- 3 — - - - - -\ - - - — 0 - a fY S X I •�.t ,. s* .* 1 �Ge 1 v-a' Jg' ,s s ' g5 ; "z _ 'e ,���y _ r �_ - ru3.aG��i:u. +x�Si!sa� f � ._.y,,,'3s��.ct".�r . �.. f' . •z �i3 '- - -- -� Lam---• -- - _ - -- --- -`-------- _.______, -ai --------- .7r" -= -_L i, 1 ' ' �. - - -- -'- - - - -- --- -` ---------- - - -' ------ FER LINF� ..� >�EL ° ✓ k.Y JL l JLa / v r - _ ___ --- -w"'".'•'CI()�s+ -"°°( -- - -- -- N 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 6 AND 7A. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR FIFTH STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. 5. AS EXCAVATION OCCURS AROUND THIS AREA, CONTRACTOR SHALL MAINTAIN A 2' HIGH BERM /DIVERSION DIKE ALONG THE TOP OF SLOPE TO KEEP RUNOFF FROM DRAINING TOWARD THE STREAM. THE VEGETATION AND DEBRIS ON THE SLOPE SHALL BE REMOVED AS EXCAVATION STEPS DOWN IN THIS AREA. 6. AS THE WALL CONSTRUCTION ALONG THE ROADWAY PROGRESSES AND FILL MATERIAL IS BROUGHT IN, VARIABLE SEDIMENT COLLECTION AREAS #2 AND #3 WILL RAISE VERTICALLY UNTIL THEY ARE JOINED WITH SEDIMENT BASIN #1. THE CONTRACTOR SHALL WORK WITH THE ALBEMARLE COUNTY SITE INSPECTOR TO MANAGE AND FILTER THE RUNOFF COLLECTED IN THESE AREAS. OPTIONS TO HANDLE THAT RUNOFF INCLUDE (BUT ARE NOT LIMITED TO): CONSTRUCTING A SEDIMENT TRAP THAT OUTFALLS TO STRUCTURE H -5, PUMPING TO SEDIMENT BASINS #1 OR #2, OR PUMPING TO SEDIMENT BAGS. IT SHOULD BE NOTED THAT THESE SEDIMENT COLLECTION AREAS WILL CONTINUE TO RAISE AS THE WALL IS CONSTRUCTED AND THE AREA BEHIND THE WALL IS ELEVATED. THE OUTFALL OF THE SELECTED EROSION CONTROL MEASURE TO H -5 MAY BE A PIPE, CLEAN WATER CONVEYANCE CHANNEL, OR SOME OTHER MEASURE AS APPROVED BY THE COUNTY E &S INSPECTOR 7. TEMPORARY 30" HDPE PIPE TO BE INSTALLED ON GRADE AND READJUSTED ACCORDINGLY AS FILL AROUND RETAINING WALL IS ADJUSTED. 40 20 10 0 40 1 "= 40' OVERALL NOTE: PHASE I WPO CONTROLS SHALL REMAIN IN PLACE DURING PHASE II UNLESS DIRECTED AND ALLOWED BY THE COUNTY INSPECTOR. r.. r f�\ \ P— - -- r LOCPATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVIILLE MAGISTERIAL ALBEMAIRLE COUNTY, OU TY VA B H LE 'O R E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com O V DANIEL R. HINES y .p Lic. No. 043176 '0� 10/24/14 '� > SS�ONAI_ SHEET TITLE: EROSION AND SEDIMENT CONTROL PHASE 11 SHEET NUMBER: 4A f -'-'-'� -----.-,- "-NN 'N-k"-'-�j / I-kl ,it ff ""' Ii/fil "I/ W ' " " " It " , . / \ '' ' \ `\ \ \ `\ \ / I 1 I I ! \ 11 I I- l-" � ; /; ryt� ' ; I ' w, 11 Nl� r 7 e .��'NN" I I , \ ""---�' cl '(1 '-L� \ \ 1! 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I r VARIABLE SEDIMENT �' / / _� \ ; \ \ a , �' \ \ - -- 1 I I , / E I / / I , /'' \` \ \ \ e':a 11 w \\ \ , 'I 1 1 I 1 1 1 ' I , / /// ,, , S o ` \ st t `e, 1 \ �, � , 1 I I 1 I I I 1 1 COLLECTION AREA 1 (SE / S g \ I 1 I 1 I 1 1 1 / ` � /,' / ' / /,' ~�'�"•..a \`\` ``\ \ \ ` ` \ \\ \ � � 1 � \ \ \ \ \ "r , , \ \ `^,_ / "\ \\ `\l\ \`�� \ \ 1 \ � I I I I I 1 1 1 1 I I I OTE 6 \ I 1 \ P . 1 V / \ \ \ I 1 I A: \ I \ \ \ I I �� '� - , \ , I 1 V I ' r /' / r /' / ___'_• __ ___ \"l ` \ , ` \ \ \ b 1 \ \\ \ \ , , 1 1 \ `\ \. `♦ ` \ ~` \ \ 1 I I 1 I I 1 1 I I ¢�, 1� ,/,ri , , - '+.,,�, \�` , \ \ 1. \ \\\\,\\\ \ /[ l 1 \ `\ \ 1 I I I 1 l 1 J /7 ,/ '/ ', , // / , /' / - \ wy ` �\ \\ \ \\ `\ \\ `\ `\ `� �\ ,/ \�\ ` \ `\ ` \`� \ \- a?' II 1\ \ \\ / \ `\ \\ \ \ `I I I\ I 1 I j 1 1 I I 11 \ \ I. / , \ \\ , yp� , \\ \ \\ \ ( \`, `\ STRF�ir41 +BU1�FF- L �V£ + 1t i I 1 ! \ \- ' / I // '' DD/ / /'/ / \\ \�` ,, \ \ \ \ , %I G \ \ \ \ \ \ rf \` . \\ '`\a`M\ \ \ \ \ \ ` \ \ \ \ 1 11 { ' t \ Q ! / ; / / ' ; / / ,' . ,' ,' / / \ '`\ s'S3 , \ I \ \ \ \ C i 1 `\ , \\ \ \ \ \ rV ; ''i \ \`= \:: , \ v. \\ \ ` \ \ \ I\ '\ \` ` \ \ \` ` \J \ \ \ \` / / : / / WW / / / ,/ /, /, ,/ /, \ \ 1 \ \ . f \ \ \ \ \ \ / / , �, / \ \ \ \ \ , I. / \. / ! ` \ \ / w \ \ / / / / , / \ \ \ , ` \ Q) TURBAN, \ \ \ \ \ \ \ \ \ / / / \`\ `\ \ \\ \ `J(p \ �k \ \ ` \ ` \ � \ \ \ \ \ / / / / / / / / / / , \ \ C.9 v \ \ \ \ \ \ , \ 1 \ \ \ \ \ / / , / \ 4' \ 3 'J \ \ '\\, \ \ t , \ / / / / / / ' i / / /' \ \ \ \ w ` \ \ \ \ \ \ \ \ / / , / / // ,/ ,/ ,/ / \ \\ \ \ \ \ \ \ I \\ \ " :, \ \\ `\ ` \ \ \ ` \ \ \ \ \ + \` \ , \ \ \ �` \ ` \ \ \ ` , \ \ / / / / T / , / ! / / / ,/ \ \ SF /I / / / \\ \\\ \\ \\ \\ \ \\ \\ `\ \\ -/' \ \\` \\ e �\ IN, \\ \\ \\ \\ `\ \\ \ \ \\ \ \`\ \`\ \`\ \\ \\\ / \ \\`\ \\ \\ ,\ \�\ \ \ \ \ \\ \ \\ _ -- - - - -- \ \ a, \ / \\ IN / / / / / / I \ a 4 4 \ \ \ \ - \' \` `` I' ` \ r f m \ .. \ \ \ \ \` \` \ \ ` \ \` \ \ \ \ `\ \ \\ \\ \ \ \ \`` \ \ \ `\ \ \`\ / / / / J / / / - - - - - -- -- \ \ ' + \ VARIABLE P \ \ \ \ \ \ \ \ , \,. \\ �. \ ` / , SEDIMENT I` ,- \ \ / / / , / ' r \ \ \ -" COLLECTION \ \ �_ `-- - - - -_ \ , I i i i/ i i / ,' /// i / , / / / , ! / / / / / / / \ 1, \ \\ \ \ \ \ \ \ \ \ \ \ �`k AREA2 ` \ 1 �'1:I \ \, �`\ \"'��. \` \`\ \ \ \ \ \\ , ` ` \ \\ \ \\\ `\ / IA / / i ' / i / / / / / / ! \ \ \ \ c \ \ ` ` \ \ \ \ a; \ \ (SEE NOTE 6) \ , _\ \ \\ \ �.,„ \ `\ \ \ \\ \ \ \ \ \ ` \ \ \ \ \\ \ / , i / / i ! ! / ; I l \ \ \ ' adl STM \ � ! ' i / , / / /'/ / , I \ \ . \ , STM . �. \ \\ \ \ \ , \ \ \ \ \ \ \ \ / / / J / --- __-- -- ---- -`416- ---- ---- ..- ---- --- - - -- --- I I 1 f , \ \ .` \ ~ \ \ \\ \ \ \ , \\ \, lu.'' \ \\\ \ \ , \ \ \ \ \ \ \ \ ` \ ` , / rr t/ I , / / / / / / / / - - ^\ 1 I i i i DD \ ` \ \ \ 24" RC \ \ \; \\ ; \ \ \ \ \ \ \ \\ \ \ \\ \� / , / � ! \ -`� r / / / / / / / / - r / / I I 1 I I \� \ ` \ `\,\ N\\� \ \ \ \ � \ \ `, ` - �\ \ \.\ \ \ \ `\ \ \ \ \ , `\ \ \\ \ \ `\ \ \ I SS / / / / / / I \ \ \ \\, \ \ \� \ \ ! a `%,_ / / / / I / / `\ G(/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ / n / a i 1 1 I / ' ! \ O \ I \ \ \\\ \ \ \ O r \ . , \ \,Nt'\ , \.` , I r - G 1 � \ I / cS , \ \ I'milgol I I ' I , \ \ \ 1 \ , . \ \ y m� �. _ r _ cu : .:# :. .a , �'d. .. R r +t ... #.' _ of ^3. fi :Y eXl e.- -n a i .e ,tL \ ♦ -' .. .. S: ... - -tie / '1. Yl"w ., .. .. x`F'G. ... .,M. _.. , ♦, . 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I `_ \ \ \ \ \ \ ` \ `\ \\ �.- \i \ .\ i•: ?:` t� \\ �\ , \ /l/ \ \ , \ \ \ ( \ \ \ \ \ , Yv' � \\ `I. \ `\ \ ` i I I I I ,' + 1 , { I I , I r / I r., , ,.' / ccc" ° "hY _` 1 \ , \ , \ \\ "5`. -*„ \ \ . i':� 6? \ \ \ \ \ 0�• \ \ \ \ , \ \ \ \ \ ` \ \ \ \\ , \ I `1 t `I \ , i i i i \t r \ \ ` he \\ \ \ F6 f \ ` r \ ` \ \ \ `\ \`\ \ \ . \ `\ `\ `\ \ 1 1 I I i I 1 I ! 1 I '' `.. ,\ 1 1 \ \I \\ \\ \\ { \\ ,.\ a \ \\ \ \\ \\ \, \\ \\ \I\ \\ \ \ . \ \ \\ \ \ I \ ! ' I u,:�.. �``. \. \ `\ \. �.-_-..:.,.,.v:\.::.,. ..,.- ,.. .....: ............ ..;.: / . S SB�`\ \ \ \. , \ \ \ \, - `� \ `� ` \` \1 \\ `\ i 1 1 i l 1 1 1 i 1 1 i i 1 1 it i 1 ! i I. 1 i i i! I ! ! ( I I!! GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT IORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T, THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND 11 FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. -'� ' ! � NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 6 AND 7A. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE 2 REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR FIFTH .� STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. 5. AS EXCAVATION OCCURS AROUND THIS AREA, CONTRACTOR SHALL MAINTAIN A 2' HIGH PER COUNTY COMMENTS BERM /DIVERSION DIKE ALONG THE TOP OF SLOPE TO KEEP RUNOFF FROM DRAINING TOWARD THE zw STREAM. THE VEGETATION AND DEBRIS ON THE SLOPE SHALL BE REMOVED AS EXCAVATION STEPS DOWN IN THIS AREA, 6. AS THE WALL CONSTRUCTION ALONG THE ROADWAY PROGRESSES AND FILL MATERIAL IS BROUGHT c7 Gtz w IN, VARIABLE SEDIMENT COLLECTION AREAS #2 AND #3 WILL RAISE VERTICALLY UNTIL THEY ARE JOINED WITH SEDIMENT BASIN #1. THE CONTRACTOR SHALL WORK WITH THE ALBEMARLE COUNTY SITE INSPECTOR TO MANAGE AND FILTER THE RUNOFF COLLECTED IN THESE AREAS. OPTIONS TO 3w o0 HANDLE THAT RUNOFF INCLUDE (BUT ARE NOT LIMITED TO): CONSTRUCTING A SEDIMENT TRAP THAT OUTFALLS TO STRUCTURE H -5, PUMPING TO SEDIMENT BASINS #1 OR #2, OR PUMPING TO SEDIMENT BAGS. IT SHOULD BE NOTED THAT THESE SEDIMENT COLLECTION AREAS WILL CONTINUE TO RAISE g AS THE WALL IS CONSTRUCTED AND THE AREA BEHIND THE WALL IS ELEVATED. THE OUTFALL OF THE . SELECTED EROSION CONTROL MEASURE TO H -5 MAY BE A PIPE, CLEAN WATER CONVEYANCE _ O Z CHANNEL, OR SOME OTHER MEASURE AS APPROVED BY THE COUNTY E &S INSPECTOR 7. TEMPORARY 30" HDPE PIPE TO BE INSTALLED ON GRADE AND READJUSTED ACCORDINGLY AS FILL AROUND RETAINING WALL IS ADJUSTED. N O \\ \ OVERALL NOTE: \, \ - PHASE I WPO CONTROLS SHALL REMAIN IN PLACE DURING PHASE II UNLESS DIRECTED AND ALLOWED BY THE COUNTY INSPECTOR. \ \ \ 40 20 10 0 40 1" =40' a I I I. I I I. m` a m\ L. I'll �-� 111 —� k II — — ___ __ � r REVISIONS REV DATE COMMENT LL 0 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 .� , DRH 0 v 10/23/14 PER COUNTY COMMENTS 1 Oa zw Q W Q � j Z 2 Did c7 Gtz w W 2 �zZZ�w 3w o0 w 3: �_ g W ~ _ O Z m�u~i��a 3 11 W z ow ...... � o � _) LL ` ? a O IiIiiii=4 PQ p o a 2 a- �_ �� W °,I z 0>:Cz w FQ�o m w ZYQW Z ����UU z; H Iy 0 _` (vrj �a � � W w H � w IN i z H H a °w ca C7 x i w .i y W w � 0, z a� 0 7 O p U �d � a o 0 a x H a s= Z m Zi W U i� zw U a z w ow � «Y1� 1/ YMhU X59 H �o O W W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS , DRH 3 10/23/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 800 - 245-4848) (PA 1-800- 242 -1776) (VA 1-800- 552- 7001) (MD 1- 800- 257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY': DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I.D.: EB2 PFtoJWPO ]PLAN - E &S 9' ]H A S q�]P SE I I AND M/ BM P DESIGN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G IN E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: 540 349 -0321 www.BohlerEngineering.com T� v DANIEL R. HINES 7 ,.* Lic. No. 043176 � Lcp . I I 10/24/14 ��/, 1 ♦, \ 'ss�4NAL ��G, SHEET TITLE: EROSION AND I SEDIMENT PHASE SHEET NUMBER: 4C 11' Ell rx - III,/ , I �C '-' I '3a 'r<v , ,I,,, i .x o , I ! � , ) I , C / / r , / ,' / �-fy.?'".;f^v II I;It ; f tr 5+ f 1' + ' ' ' / I ,1 ;ATCHLINE ° SHEET / \■, / \f-�`. , I't,` � I I f 1, l,'I t ' '! I ' i ' ' ' f / / 1' I _ 4 -�'` ... // - 1 . 6 , -:.a.. K, .. ... .. : ...:.. ..-FT r+ .-n• :,•. -., .. •�. . �., -:.5vr t♦ # +J f VT .Y F .g. .. s . ;r. _ y. x s a ;% r :� ..., a > � �' •mr �?' �' , .4 :Yrt: .: rt• -T. � .. ,;, 11 . #A iil1l' f r. .. .ie�,,;i�3/ ... . -,.. € .. ,:. .. -;. P •. , _ «,r , "� ...k .. :+u... ,.3.. .�.. -� +.y,�� 1 1111 \ I ,{�, ., Sys,. !(`�•___" __ ,'r � .1 � ,_ •. r�5w� yrx¢ .,X{�.�3`�` � .s-dt:+5�' -� s�r � ��>:sc'�s.d'�ii � , � _ � _ ... .. ., „„ �' I i t t , t 1 i �u"��t'r<�`�� I 1 I � a�:at� 1 ; � 1 1 , I , 1 � 0�7 ! / _ ` , \ • . \, Y�' I I , + ` u'sA•t r r I, , . m:, ("i.;i f , I t 1 ---- - - - - -- ' - s I i �`\ ��, / %° X•h .. 111 ', , ,` \ \ ; t 1` ', \ 1 'I , 1 I 1 1 I ! ' / ;'- -u -- -- rT � � \' /' / � � � {€"�" "` "i�'�� T �.�•���r" �` •` •` i `I '' 't t '' 11 i I i i 1 ' i r i i�, 4 .�� 1 r` ' ' �i'i `� S '.,E 4 , r 11 `\ 1 % �. /' / / / / 'S• ?+ 1 , 1 I SF x r. LIMITS OF DISTURBANCE � � ; g/� p• / �' ; ,: j / ; �,' `j SEDiMENTTf2AP#1_ -,., -, i �' r ' .. ,' ,•; // i ; . ' ,r ' /,� 'y C = 0.60 -j. L..._ / i I ; 1 i i I ' i I' i I i 1 _ .- - - - - -- _ ® l , I , ------------------ / WE WS(E= 375.00 r 1 , 1 i , 4%8------------------- \ i I i i I 1 / r1 i If DRY VVSE= 380.00 I I 1 I ' I If 0 it — -- — -,l ` \ „• , ; '', / /,� ,• , `: , Ott I ,r ; �1� 1 /— )j���,1 ,r /, /� ,r , / , , ; If ,' 1 If }L ✓ `*Y_a� � / l 1 j l l I / r ! ! / l T! l , ! / , � \ if , f if '(0) \ �� •i/ —_ —' � / % %' `r.,,�.,� 9� 9 i � � � �_.. �._J !�:}������f j ` ' rr' ,1 i1 1 /1 %'i i �' / i !/ �' !' / \ Y•' 6 _ — ,„,r -� i G - ` /' // /I T - - - -- , \ .a•° F _ _ a ;- '' r / I� rl ,' 1' l i i l i 1' r/ ' / ' i / i /!' i /r ` � \, , , - •� /�,/ , . �•,'` a ; _ _ �: SF 1 r PAS 1 i ! / SER ✓ED , f / / , , ' / / / ' / / % i / i / -- CULVERT INLET SEDIMEi F fJ � / ,�,,✓' : /' !r ,. I\ � 1 ; 1 r I 1 I � ;�� , r i � i i � , i � r � , TRAP STONE OUTLET (CONTRACTOR TO REMOVE EXISTING INLET AND ,� , ,• , , � / + I I I \ I r I � / , r r ' / ; / / / / � SHORTEN EXISTING PIPE TO ACCOMMODATE THE LIMITS OF r✓''`` / y I r / ' /' l' i i i ' II i // / SEDIMENTTRAP) DISTURBANCE / C y: i'. - 422--- ^--------- -- - - -- l r ! it `\, I ��' r i t / i i iii } ; i i;; \ i i v 4'j j ,' / r.� \ j I 1 ! i i i' i 1 1 I i i I X � rte , 1 , l , , �. , v I i' l l ` ' I 1 1 I r If �✓ `, a QQ i 93 1 1 j` !( fir. -_�, j \ \ I I i 1 'I 1 I 1 I j I 1 SS r' "•v`rrr ^+r! R r z �y ! I' 1 +,! /, V , -',..,,1 \ , \ ,' W\ i i t ! I' i i j' i 1 `,` \/ fi i t It N y yz y t ,i 7i� �\ i i t}�1 i I i / STILLING it ' oil i i' it �f jt `'\ `!: // i' if BASIN `}' `i'� 11 I f I I 1/�.,. --- / J r 1 1 .• y y y- f'i'frt y I I r ! r ' I r i lf_f_\ '^iJ�' ',.'- / % / .4' 1 I\ �r P�F�L. ✓CU 1 1 ' I l l j \ MITS OF i y y y y NJ rr i i( i i i f i i i ; t % t/ it -\ TURBANC ; y y y•/ i ; I ; ; ; T—J-,�� , / _ -- --------- - -- - -- ------ - ' _ / , ! , i I i I I I I , 1 I % ( t / , ' I�DD -_• i I it �T4if ' ; -422 INSTALL PERMANENT \ ' \` 1 ' I ; `1 \\ ` \ , 1 `.\ `\ .,P.j / f IN1,= -106A0 r UNDERDRAIN SYSTEM (SEE \ \\ \ i it ; ; V ,` \\ ', ` \`•a SHEET 12 FOR DETAILS) r �ZR PROP. G10/ // TEMP ROAD BMP MANHOLE / / / ; \ \ \ ''�'' i\ PROP. 75' BAFFLE \ \ ' , \ \'f ✓I^ ;�` ',''y' C =ono - t y4ETW3E= 393.60 \ _ --424 DRY WSE= 396.19 It _ ,.- 380• ; ', -/ , ,�' ,'` / / / �. —' _ I __ _ - ___ , , ,' , `/ ; it / ! , / r _ s a/ _ s r k. za1n - .J . 'Y.. �+ .. y.. - .. �5�,.�.�/t,�iz's43- �'euax . �.fl¢.�• .u.....�_ '378-- - - - - -- - -� -' _ / _ - -- -- -' "��/ ` ' MATCHLINE SHEET 4F 4 -------------- GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT VORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T( THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ICCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND 1P FULL CONFORMANCE WITH LO L REGULATIONS AND CODES. Rt w z h --- - - - - -- 422- - - -- NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 6 AND 7A. \' 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE 2 REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR FIFTH s j STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. •5. AS EXCAVATION OCCURS AROUND THIS AREA, CONTRACTOR SHALL MAINTAIN A 21 HIGH PER COUNTY COMMENTS BERM /DIVERSION DIKE ALONG THE TOP OF SLOPE TO KEEP RUNOFF FROM DRAINING TOWARD THE ¢ STREAM. THE VEGETATION AND DEBRIS ON THE SLOPE SHALL BE REMOVED AS EXCAVATION STEPS DOWN IN THIS AREA. 6. AS THE WALL CONSTRUCTION ALONG THE ROADWAY PROGRESSES AND FILL MATERIAL IS BROUGHT �'z IN, VARIABLE SEDIMENT COLLECTION AREAS #2 AND #3 WILL RAISE VERTICALLY UNTIL THEY ARE z JOINED WITH SEDIMENT BASIN #1. THE CONTRACTOR SHALL WORK WITH THE ALBEMARLE COUNTY SITE INSPECTOR TO MANAGE AND FILTER THE RUNOFF COLLECTED IN THESE AREAS. OPTIONS TO HANDLE THAT RUNOFF INCLUDE (BUT ARE NOT LIMITED TO): CONSTRUCTING A SEDIMENT TRAP THAT OUTFALLS TO STRUCTURE H -5, PUMPING TO SEDIMENT BASINS #1 OR #2, OR PUMPING TO SEDIMENT BAGS. IT SHOULD BE NOTED THAT THESE SEDIMENT COLLECTION AREAS WILL CONTINUE TO RAISE a� AS THE WALL IS CONSTRUCTED AND THE AREA BEHIND THE WALL IS ELEVATED. THE OUTFALL OF THE SELECTED EROSION CONTROL MEASURE TO H -5 MAY BE A PIPE, CLEAN WATER CONVEYANCE U CHANNEL, OR SOME OTHER MEASURE AS APPROVED BY THE COUNTY E &S INSPECTOR 7. TEMPORARY 30" HDPE PIPE TO BE INSTALLED ON GRADE AND READJUSTED ACCORDINGLY AS FILL W AROUND RETAINING WALL IS ADJUSTED. \ \ \ , 40 20 10 0 40 1.1= 40' O�ERAL�C, N ®7CE� PHASE I WPO CONTROLS SHALL REMAIN IN PLACE DURING PHASE II UNLESS DIRECTED AND ALLOWED BY THE COUNTY INSPECTOR. �l REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 LL ul¢ s j DRH 7� v 10/23/14 PER COUNTY COMMENTS DRH ¢ ❑7 Z,d= �'z z V �ZZIz- --lam W w O z LLIOzJ � � LL mO�ut- i�OtLCL a� U z_ W H GT� Q F4 O LL -0 ¢ < y Q a a0 r dIi w OU : Via- 02YZj �o 0 m }z0Q ^� z �1. � m5 !/ `QY (0 m2W�QH z <OO u �a 0 -y cn ch a w N z C7 0 ti� p u a a a 8_ 'E Z z .8 Q� yw p a ~ w O d a �o LL U W - REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1- 800 - 242 -1778) (VA 1- 800 -552- 7001) (MD 1 -800- 257- 7777) (DE 1-800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY:: DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I.D.: EB2 PROJECT: WPO PLAN - E&S PHASE Il AND SWM/BM[P DESIGN FOR 5TH[ STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA B►OH LER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: 540 349 -0321 www.BohlerEngineering.com .T V DANIEL R. HINES y'+ .p Lic. 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"�`3E�,Git.�ieS '4�i - `' ��.' , .. \ \\\ MATCHLINE 4\k-T �/ ■//�• I\ ,\ \ ` \` \ \ \t `\\ \I I ` \ \ \ \ ` I`\\ `` " \ �.��` I- ` \`\ \\ \ \ , \\ •. ``; ` \� `�'v. \a ... - --- — ``� , \\ SHEET \I\ '', \ \ \I 1\\ •\ \\ II ,\ \ , `., '�j, I. `` \\ I \ P� \�`\ \` \\` \\ : \``.` `. ``. `\ \ \, `` ref "`• '. \` `\`I \\ \\ \ \ \\ `I \\ `\ \ 'i i t\ \ \`` \\ y" I\ \ ``\ \`I `, \ud\� ` \`I, \ \; \ `\\ ` ,\ `\\ -,I\ `1\ I\ I \\`;`,I; .\\ �\ \\ \ ♦`�,` \ \, \, , 1 `\ \ I`I , I\ \\ ` \`\ I ` \I\`, \\ ` \` -" \ ``\ \,\ ` `. \ ` `, \` } \`\,� \ N. ` I`I , \\ \ \ \ I I ` '• \ \\ \\ II , \\ \ I \ \\ I \ ``I\ \I\ ♦ I \ I ` \\ `\ \, `\ \ \, I I\ \, 'W , \\ \`I. \ `\ \\ I I \`\ ` `\ \ I`.\ \ , ` , \ ,\ \\, \ ` \\ \I . .\ I. GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T( THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND II• F ONFORMAN .F WITH n A Fr CATIONS AND CODES. 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. 3. , SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 6 AND 7A. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR FIFTH STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. 5. AS EXCAVATION OCCURS AROUND THIS AREA, CONTRACTOR SHALL MAINTAIN A 2' HIGH BERM /DIVERSION DIKE ALONG THE TOP OF SLOPE TO KEEP RUNOFF FROM DRAINING TOWARD THE STREAM. THE VEGETATION AND DEBRIS ON THE SLOPE SHALL BE REMOVED AS EXCAVATION STEPS DOWN IN THIS AREA. 6. AS THE WALL CONSTRUCTION ALONG THE ROADWAY PROGRESSES AND FILL MATERIAL IS BROUGHT IN, VARIABLE SEDIMENT COLLECTION AREAS #2 AND #3 WILL RAISE VERTICALLY UNTIL THEY ARE JOINED WITH SEDIMENT BASIN #1. THE CONTRACTOR SHALL WORK WITH THE ALBEMARLE COUNTY SITE INSPECTOR TO MANAGE AND FILTER THE RUNOFF COLLECTED IN THESE AREAS. OPTIONS TO HANDLE THAT RUNOFF INCLUDE (BUT ARE NOT LIMITED TO): CONSTRUCTING A SEDIMENT TRAP THAT OUTFALLS TO STRUCTURE H -5, PUMPING TO SEDIMENT BASINS #1 OR #2, OR PUMPING TO SEDIMENT BAGS. IT SHOULD BE NOTED THAT THESE SEDIMENT COLLECTION AREAS WILL CONTINUE TO RAISE AS THE WALL IS CONSTRUCTED AND THE AREA BEHIND THE WALL IS ELEVATED. THE OUTFALL OF THE SELECTED EROSION CONTROL MEASURE TO H -5 MAY BE A PIPE, CLEAN WATER CONVEYANCE CHANNEL, OR SOME OTHER MEASURE AS APPROVED BY THE COUNTY E &S INSPECTOR 7. TEMPORARY 30" HDPE PIPE TO BE INSTALLED ON GRADE AND READJUSTED ACCORDINGLY AS FILL AROUND RETAINING WALL IS ADJUSTED. 40 20 10 0 40 1 .1= 40' OVERALL NOTE: PHASE I WPO CONTROLS SHALL REMAIN IN PLACE DURING PHASE II UNLESS DIRECTED AND ALLOWED BY THE COUNTY INSPECTOR. - I j(�t �I. I x -fi ��\` I I / REVISIONS - DATE COMMENT BY zo ` 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH v./ 0 10/23/14 PER COUNTY COMMENTS W > C3 of - w -2 p Q j Z W= 0` 0011. z �� WoJw�o S - ( ►—I w ti O Z � I Q O "n _ O O m�vJ�{�a iy WI ° Wz iii DJ � S - W 1-1 i� p�'yi U °=Zap a 1 a , o z liiII=4 W O * u . a :2 ozYZ—> I U ga : Z Zz L S � � OQZ�Z tm ~ 0 - - - - o � � ♦* * *♦ - g . 2 0 < E-1 d z H H U � o¢ a� �0 cm W 0 z W .a W W rn E-" z � o > q N o p � u z P-. § z w i� WW U aK . W z 4d 1::1 a f F a � o u � 00 ,7 6U W - � F: REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH - ( � I — � I I O THE FOLLOW:NG STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 800 - 245 -4848) (PA 1- 800 - 242 -1776) (VA 1-800 -552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION IN PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 111=40' CAD I,D.: ES2 PROJECT: W]PO PLAN m E&S PHASE 11 AND SWM /BM P DESIGN FOR 5T STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA � r, M BOHLER E N G I N E E R I N G 28 BLACKWIELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540) 349 -0321 www.Bo,hierEngineering.com Oi: '0 DANIEL R. HINES 1P ', .p Lic. No. 043176 I op 1 10/24/14 �� , �S��NAL ��C�- SHEET TITLE: EROSION AND SEDIMENT ®NTR ®L ]PHASE 11 SHEET NUMBER: a�••4 � /�- __ - -_ -.'' � _. -' �� - _,-'' .'' /.`' /' ./' . -/ � -. �, .� / /. /- .- ''..'...,' ,... .. . ......... ... _....._.- ,.�..._.�. ,... —. _... -_.. ,�... ..... _-.. ...,..., s.... .... ...- .._ .c.- .— .,.,.........- Ha- ��...�.. �_.... ...w N.r a.v.4..r...xu_u . :..�, ea�,...r�.w..r,.w.. •. ir. •a- s,.mrw�ne.s..na.n..'S� -,•t.r wsvrwuts'us.f.'- ..xv<.'•t.:: TMYa. C. .La2.R: %✓5?,a:•.R'..d�w >.�nkYY. ar. C�a, 45 a... 1Yxil.. ES+.. -,Ya MATCHLINE - SHEET 4E MATCHLINE - SHEET 4E 400 _ _O ' •`' / ----- ----- ----------------------------- - -- --- --- - -- ----- - - - - -` - ~' - - - - -'- _ - - - -- _ cn - - - -- -406 - -- ;'\\ 408 -- , -------------- - _ 8 -------------------- 41' ; -' ,h�6 "// - - -- SAFETY FENCE (FOR / / --------- _ PERIMETER LOCATION) ----------- - - - - -- '; -------- - - - - -- / ----------------------- - -- I / , Ii it I f \ \ -- 1 r 1 1 ------ -- ---- - - - - -- — — — _ } I I I ---- - - - - -- S' i i I i i I 1 I 1 I I \ ----- -- -_ -- 1 1` 1 1 1 I 1 I I ---- - - - -_- -- -- - - - - -- 1 1 I 1 I I -- I' I 1 1 1 1 1 1 I 1 ----------------------- --- - - - --- - 1 1 1 1 1 1 1 1 I It —_ ---•_- 1 1 1 1 1 1 1 1 1 l I 1 It � --------------- - -" - -- , + 1 1 \ 1 --------------- - - -- -- -fit Y. , SA I1 1 '1 l ', \\ 1 It 1 C _'____________ ------------------ , 1 +1 , \\ 1 ,\ 1 1 1 1 1 1 `\ \ \ \ `\ \ \ \ \ \♦ \ `\ \`\ \ \ \ I , I \ . ♦ LIMITS OF 1 X\ RISTURBAN E It t \ \ \� tom- \ ` \ ` ` ♦ � ` \ \ \ \ \ \ \ ` \ \ / 111 \ \\ SAFETY FENCE (FOR \♦ `\ \\ .\ \\ \\ �\ \\ ♦ `� \ \\ \\ -� ,.'' //' !J PERIMETER LOCATION) 36, 6� \ At65 \ -'----_-"`_--_-----'-- �-.".------'-----------------------.-._-------'------------------------------------------------------•---------- --------------- --- --_ it -- -- _ - - --- _ - - --- _- -- _ - �-- -- - . _�__- _ _ l 1 p t s --- ' -'-j_ - - . _ - '' ✓ '- - - - -- - -_-- - _- _- - __- -- - - _- - _ _ - - -- --J -_ -- N - - __ -- 3- - - a -- - -- - -' - ' � - - -. `-`-� . _ V _ - - -_ -_ -- -_ - S E- D- _ M UE_l- N._,Tr._ _ TRAP � 4 #- 2 - -- - - - - -- — NOTE --- ( :•r;i ;} : ?- ti^_i :r`:':•i, - ' ;•i _ ;i;: @::a;:i_ . i A, _ -- ------- ,- , - -- `- - ' - -�- „' --- ------ - - - - -- C 0.60 CONTRACTOR CAN REMOVE NET u/ GE°433.00 THE SEDIMENT TONCE -------------- DRY APPROVAL IS GRANTED BY ------ T - { 4�} 2 4r0 �� ' "-' - - - -� - TFIE COUNTY WOINSPECTOR. ------------------- -- -- -_- - -- - --------- - - - - -- -------------- - -- _ - ---------- - - - i-- ' - - - - - - - - - - - ---- - ----- - - -- -- -- - - - - -- ------------- - --------------------------- ~ ----------- ------------------ 428 - - _ -- -_ - - - -- - 3j -- - - �- - - -�- - - , ----------------------- - - -- ------ ---- -- ----------- 438 -----------_ -- - - - - -- -- - - _ idi i - - - -_ - - --- ----- ----------- -- ----------- -- -- -- -- -- 4° ------------------------ --- -------- ---- -- _ -- >___--- -- ---- -- - - — -------------- ----------------- - �l - � -_ % '- :- / r - ' " ► oW FF'�� y4 �" p � - / _ / - ' .' . ` �\\ ♦ \\\ _ y �'DF"3!w^- d :, P�`!- '/- 'r� r' , d Y-vi"•-�v, — _ \ q r - _ , l + rri,a c �r.se>-E - l '.V ._ .'x-. vN -_ W It/F w-V ux ra �Y_ wY .Wr�_ -_ _.o'41c':m-�•� ', , , Yv-� 'x �,.r,gi`z1G' -,,r _ __ _- ^ -- - " _- - --- - _-_- . -- - _ -_- ---_'- ' ss'- - - - -- - - � _- - _ /' '� ��,,.._. - r�c}s� � *• \ / rcP t3 W Y - -m - --W- -t .' -w. -- -_ - -- - - - _ - - -- % -- -._- ------ - - - - -- --------------- _ - : - L IMITS OF 9 -------------- , i -- ry � - 'DI$TU�$ANC� __ -- - - -__- ' . ._ - - / / 438 IY� _ _ -____ - - -- - - - - - 44 -- - - -- -_ -- - - - - -- ---- - - - - -- _____ ____ F / / / l , \ I / r _`-_ - -- 1 -_- - -- - LI IT _ SOF1i _ _ _ t• ; I I 1 DI §TURBAIHCE --- -�- _-- --- - ----- ,� -_ -�--� ------- - - - - -- - - - - - -- 424_- - -__' ---- -- --- ----- ---- -- - - -- >N - - - -- •422-------- - - � 1z, u/ ' GENERAL NOTE: E AL 0 DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT IT 18 THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW L F THE DRA N 0 NOrRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIDNS AND CODES. 1. SEE LINE TABLE ON SHEET 2 FOR, PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 6 AND 7A. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR FIFTH STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. 5. AS EXCAVATION OCCURS AROUND THIS AREA, CONTRACTOR SHALL MAINTAIN A 2' HIGH BERM /DIVERSION DIKE ALONG THE TOP OF SLOPE TO KEEP RUNOFF FROM DRAINING TOWARD THE STREAM. THE VEGETATION AND DEBRIS ON THE SLOPE SHALL BE REMOVED AS EXCAVATION STEPS DOWN IN THIS AREA. 6. AS THE WALL CONSTRUCTION ALONG THE ROADWAY PROGRESSES AND FILL MATERIAL IS BROUGHT IN, VARIABLE SEDIMENT COLLECTION AREAS #2 AND #3 WILL RAISE VERTICALLY UNTIL THEY ARE JOINED WITH SEDIMENT BASIN #1. THE CONTRACTOR SHALL WORK WITH THE ALBEMARLE COUNTY SITE INSPECTOR TO MANAGE AND FILTER THE RUNOFF COLLECTED IN THESE AREAS. OPTIONS TO HANDLE THAT RUNOFF INCLUDE (BUT ARE NOT LIMITED TO): CONSTRUCTING A SEDIMENT TRAP THAT OUTFALLS TO STRUCTURE H -5, PUMPING TO SEDIMENT BASINS #1 OR #2, OR PUMPING TO SEDIMENT BAGS. IT SHOULD BE NOTED THAT THESE SEDIMENT COLLECTION AREAS WILL CONTINUE TO RAISE AS THE WALL IS CONSTRUCTED AND THE AREA BEHIND THE WALL IS ELEVATED. THE OUTFALL OF THE SELECTED EROSION CONTROL MEASURE TO H -5 MAY BE A PIPE, CLEAN WATER CONVEYANCE CHANNEL, OR SOME OTHER MEASURE AS APPROVED BY THE COUNTY E &S INSPECTOR 7. TEMPORARY 30" HDPE PIPE TO BE INSTALLED ON GRADE AND READJUSTED ACCORDINGLY AS FILL AROUND RETAINING WALL IS ADJUSTED. 40 20 10 0 40 1.1= 40' OVERALL NOTE: PHASE I WPO CONTROLS SHALL REMAIN IN PLACE DURING PHASE 11 UNLESS DIRECTED AND ALLOWED BY THE COUNTY INSPECTOR. 5✓ -_ in� 0 Z ►� W �W z �z W4 REVISIONS LL DATE LLI Boa BY Q w om�ooa w 2ZZZ =W w0�L 05 -J g b Z :5 oo�Qo= W -- U) u. a w z W ...... 10/23/14 PER COUNTY COMMENTS -0 � � a = z aO p}o �Z ZLLW a20m0QZ pZYUU > � p �0 0Qf V REVISIONS REV DATE COMMENT BY 1 w PER COUNTY COMMENTS DRH 2 10101/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH w w H � p V > z ti u IZ � a o U REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10101/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848) (PA 1-800- 242 -1776) (VA 1-800-652-7001) (MD 1 -800- 257- 7777) (DE 1-800- 262 -8555) APPROVED FOR CC)NSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 111=40' CAD I.D.: EB2 PROJECT: PO PLAN - E&S PHASE 11 AND SWM /P IP DESIGN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOH LER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com OF V DANIEL R. HINES y .p Lic. No. 043176 4r 10/24/14 AL SHEET TITLE: �{�j EROSION AND SEDIMENT CONTROL PHASE 11 SHEET NUMBER: 4F ` a \ WET WSE= 412.30 , \ r" \ \ \ y \ 1\ ORY VSE= 416.06 ` ` o \ \\ \ ` 1 _ \ 1\� \ \-,rm,t�w , __ __\ \, ____ ,\ ,\\\,\\, \ \ r ` \ .. ,_, __ " "_ , I c\-,..__ \ N, 1, 1, 1. 11 X \ ", I- \ \ ` . -,, _. .�. - -- w _ \ v y '\ \ \ \, \ \\` \ \`\ ` \ \\\ \\` \ ' 1 \\I `,` \ \` ` \ \` , " ,, ,\ \ \�\\�``\,` \\ \`\\` \� ,,\ ,\, ` `\ \ \ --,\- , -, \- `\� '�1 � T \ \ \�� `\ \ N, Jd ,a r. \ \ \ ` \ \\ 1 r ' 1 \\ y` `` ` ` \\ \` \` ` \` \`` \`. \ \` \` `` ` - - - -- `\ \`" ` \\ \ PROP. 80' \ \ / 1 1 + \ \'` \ \ \\ \\ `\`` \\\ \ \` \` \` \ `C \ � \\\\\\\ \ \ \ \\ BAFFLE , ,\ \ \ 1 1 fi7 ` Q'i�� \\ \ \ . , � \\\N\ `\\ \,\ \, \ \\ '\ - / \ 111 \ \\ \ \ q, \ �, \`, `��` `\ \ `'°I \\ `, `,\ \, , \ `\, ,, `,, \ \ - \``\ ` \\ \ \\ `. - \\�� \ \, N", \ I i , `� , \ \, \\ , \ \ \ ♦ \ _ \ v v� `\ \♦ \`, \ \\ \\ 1 II I \ sB 1 s ` \ \ \ \ \\ ` \ \ \`` ``\ \ \ \\ `\ \\ `\ \\ \ \\ \\ \ \, \ \\` \` \ \\ \ \\ \` \\\ - SEDIMENT BASIN #2 \, , ` �; \ \ \ \ , \ \ \\ \ Y \ '� \\ \\ , \\ \, \\ \`\ ` \ \'` , \ , NET WSE 412.30 f ` , ,\ti . � \ \`\ \\ \� \ \ \ % A 1 1 -� , v A .� v., I DRY WSE- 416.06 F,yj \ � \ t i f 1\1 ape \� \ \ . \ I �a `, \ 1 �sFN �\ \ . \\ \` \ fk L ,\. \ \� . \ • M\ \OF , `\ \ \. \ a ` ; ` 1 rTS \ . \ \ \ \ \ \\ +l 11 / rl .fin\ \ \ \\_` \ \\ \ \`\,\ \\ \, \ \ \ ♦ \ "` \ \ \ \\ \ \ \\ !b I Iy t`r : . \ L ♦ ♦ \ , \ \ \ 1 / , \ \ 1 I I \ r ``, \\\ \ ♦ \. \ , , \ , \ \\\\ \ \` \\ 111 ' i / / / \\ \ \ \\ `\ \\ \ \\ \, \\ ` \ \\ \ \\ `\ \ \\ \ % % ` \\ \ . ;\ \ \ .,� I , I 1 / \ rr � , \�` `,\ \, \ \\ \\ \� I/ / `\ \ `,,`, ,. \\ \\ \\ \\ `\ , , \ 1, �. `\ \ \\ \ \ \\ I` ; i ; i \\ \ \\ \ \\ \\ \ \ \\ \\ 'I 1 ' / -- \ STM \ \\\ \\ \\ \ \`\ I i % E -2 ` `\ \ \\ \, \ `\\ \ , \ \ 11 \ I I I i / ` ` ` \ \ \ , \ \ \ \ \ \ / \ '1 \ \\ 7i�� GAP, ` \ \ \ \ \\ \ \ 'I 1\ 1 � ,// / / \ \\ ` \\t -T \, \\\ \ \ \`1 \\ \\\\ , 1 N `\ \ \\ `\ \ \\ \., \\ \ \ , , \\\ I i ; / I \ \\\ \\\ � / / , , r I \1 \ / \ \\ SS ; I r ( i , // \ / VARIABLE I i` � \' I i 1 I 1 ;' / ; /r \\\ \ COLLECTION , = l l ; , /,, I e' i I I i , / / / \ \ AREA (SEE I 1 / / i 1 i 1 I / /` / \I NOTE 6) / SF - / i l / , 1 , I 1 1 / / ., \ \., / / l I / I I - � .: / / / \ \ , l 1 , / 1 I I / /'' /' / / ' ''' \ \\ 1 i / / // / ( / �' / /// /'/ // / / / ,j / \ � �\ / / I / / / '' , / . , , , / / , I 11 / / 1\ \ DD (SEE NOTE 5)—\ 'I//",N,//,k\,' / ,J�� / /J, / /,/ ,, // q 9� ja / /I/ /, I I . I \ O , , , / / /' ' / /'� ,A / / // , "-,/ 11 11 I / I ' 1 / / / / ' / ' I \ / / / / / / , / / / / i / 11 f '/ / 'r '/' ', \ \\ \I \I .1 '' ,'f,' ," / %'/, /I / r ,,', /'ir'! ¢' / , ,, // / I /1 /� / /, /r' ,, /I/ ' \` \II t \I r, // ^ / /'',r /, / / /; // /// �,ri /' % /,, /,,0,//,// // /, '/ \ 'l�'r' / , / / r / , / / / /' / ' 1 ,' / / /� / ' , , ,/ , / / I - , / 'i / r / Q 6''% -' /- I l /// / , / / / // /, ,\ 1\ \\ \ /, / ,, AOV,to ',I �i', /, /,,'� I /,, / / // � I I I I "' " 8 -, I, 11 , 11 J t /r / / /' \1 'I \\ \ , /,,, I,' , , ,i �, ,' , jI, /I I. ( / / / �% , -' \\ \ \ ,,; / , /�l /ice / / ' , I '' r,/ /'j -/ - ' / / / '' , \ \ , /'�,/ r / �,r // ' , / / ,/ / i /' / vo / / ;; i -1 /,' / / / �,'' '/ / p\J \ / ' ' / / / _ /' /' /' /' / ,'' `,, : ' : ' / ' �t '' /,''' -'y' N\\ \\ �, , \ j , \ \\ \`,\-\ \,\ . \ \ , ",\\,\,\ \ , , / \\ \, ` \ \ \ - \,' `, 1 `__ � \ -;` `\ ` ,� \\ \,\ `• STM �\ \\ E -1 \ I \� y.- ♦�� -� 1 ! / ' f ! / /r/ / /`/ ` / 5SI / ' / ' ; MODI murm /' /' ' / I , /' / C =( iy �- - J 9 / , / /,, , //� , /, , , fig/ -, , ' /,, - _ . i /r/ / / / DD (SEE NOTE 5) -\ �' /r -' . :''' ,'r`j / / /',' /' �- �', - :' / , ' / r 'Zg - -' \ / - ! 1-11 / NOTE- `� / / / 'CONTRACTOR CArJ REPAUVE _ . ' �''', -' ' '� ' I---- DD / , .� I. / j / ,, THE SEDIMENT TRAP ONCE -' 41q `------ - - - - -' % / �'j / 9 �JaS / / \ ( __ / . - / , (/ ') ----- /; S �,, -' '- - , , .3 S <? ACS ,''; 1 - -_ / / / / AP ?ROYAL ISIGRANTEO BY / -'' --' % _- %'' , , �' / 6, /,C, /�/ ''�' ,_ -"��� - - - -- •=` / THE COUNTY NPOINSPECTOR. _ .' - - '' /' / - _ __- sEDIMEN rr�AP #4 ST _ /, -'' -~ - _ - - --------------- - C = 0.60 - DD SEE NOTE 5 A !r � - /_,- ,'', /'l /'' %''' ' _" WET WSE= 426.00 ( )-\ 1 Kai j �; / ` -'' / ; % / / / d — '- - - - - - -- DRY WSE = 427.00____ .- - .-..._- _ _ � _ _ - - <'''- --' j= �'' % j, � �'' '" ,% / / '�'" / ; , /r �l7 rr __ _ _- -- ---- - _ I , 4m, ______ - -''' _ - _ _- ----- - - - - -- - - ____ - -- -_- - - -- - - - - - -- - - - -, — -- — - - _ - — - - _ -- _ -' '_' -' ,\`\ ,' ^� -- ------ - -. -- - - -- �._ - __ltll U - ."--- --__ -___ __ -' ---.. _ _ _ '--_ ", _ -- __- _____ -• �i '- _' __' i X,II, ' i rV ' / r ,' r' 1_. f , L /_- .7,.._ ` `--�_ \ \\ S7 - - - - --------------------------- -- - - -- - - - -- - -- -- •------- - --4/4 - _ - - - - -- _- - " 'i - -- pp � �, � - - - - -' o - ` _ , _ _ ___ - _______ ' -- - -- 70d _ - _ - - _ .9 - - ': - - -- - - - _ - _ -- ___ -_ _ _ ^ 3 _ _- 4 - ' - 3 _ -- __ - ' 0 2 - 9 --- - - - f ✓ / / r o / _ ^ - ' - _ - - 9 - _f .: _ - S� -' - _ >~ - 3 _ - -a- _ ._. 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SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 6 AND 7A. �H__, I -a( _ . - -- P� _ -� '__ � cd 4 - A- / r- �4 - ______ _ -SF ---DiS' t 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE 40 20 10 0 40 REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR FIFTH . STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. 5. AS EXCAVATION OCCURS AROUND THIS AREA, CONTRACTOR SHALL MAINTAIN A 2' HIGH 1" =40' BERM /DIVERSION DIKE ALONG THE TOP OF SLOPE TO KEEP RUNOFF FROM DRAINING TOWARD THE STREAM. THE VEGETATION AND DEBRIS ON THE SLOPE SHALL BE REMOVED AS EXCAVATION STEPS OVERALL NOTE: DOWN IN THIS AREA. 6. AS THE WALL CONSTRUCTION ALONG THE ROADWAY PROGRESSES AND FILL MATERIAL IS BROUGHT IN, VARIABLE SEDIMENT COLLECTION AREAS #2 AND #3 WILL RAISE VERTICALLY UNTIL THEY ARE PHASE I WPO CONTROLS SHALL REMAIN IN PLACE DURING JOINED WITH SEDIMENT BASIN #1. THE CONTRACTOR SHALL WORK WITH THE ALBEMARLE COUNTY PHASE II UNLESS DIRECTED AND ALLOWED BY THE COUNTY SITE INSPECTOR TO MANAGE AND FILTER THE RUNOFF COLLECTED IN THESE AREAS. OPTIONS TO INSPECTOR. HANDLE THAT RUNOFF INCLUDE (BUT ARE NOT LIMITED TO): CONSTRUCTING A SEDIMENT TRAP THAT OUTFALLS TO STRUCTURE H -5, PUMPING TO SEDIMENT BASINS #1 OR #2, OR PUMPING TO SEDIMENT BAGS. IT SHOULD BE NOTED THAT THESE SEDIMENT COLLECTION AREAS WILL CONTINUE TO RAISE GENERAL NOTE: 1 AS THE WALL IS CONSTRUCTED AND THE AREA BEHIND THE WALL IS ELEVATED. THE OUTFALL OF THE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT SELECTED EROSION CONTROL MEASURE TO H -5 MAY BE A PIPE, CLEAN WATER CONVEYANCE WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FI ND A CO NFL ICT WIT H TH E DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN CHANNEL, OR SOME OTHER MEASURE AS APPROVED BY THE COUNTY E &S INSPECTOR WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 7. TEMPORARY 30" HDPE PIPE TO BE INSTALLED ON GRADE AND READJUSTED ACCORDINGLY AS FILL ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN R AROUND RETAINING WALL IS ADJUSTED. ' , -I II i III 11 - j,-� I , 01 I / i . -- j r- REV DATE COMMENT 6 1 5/15114 PER COUNTY COMMENTS U- a 10/01/14 rh V DRH DRH JQ §Oa of i ,-__ PER COUNTY DRH DRH M jZla2 o� Eu� �w z_ W -o, F J Z. Z Z W Z - W -o g Da 0 2 o m 44 E"'� (i C) I-- � z � -W �EJ O O V- Q O= ml -fA�W d _89 � O g w z W * * * ** s a W U O m Q a o �E w C) a o wW > _p m o z > FY w� °°OZZ�W Q Om O= mw (��U QW U . * * * * o= N N3 0 �F� V U] w F'- � w , 92 z i w a w � ti w (7 W � � F -0R � 0 U u �l 10 a � w z z e° s, 11 cn OU] IZ� 9 � z . o °� d o m Im v 't kk w = Z, �E i REVISIONS REV DATE COMMENT BY 1 5/15114 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY DRH DRH 3 10/23/14 PER COUNTY DRH DRH CD 1' THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 800 - 245- 4848) (PA 1-800- 242 -1776) (VA 1-800- 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) . APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I.D.: ES2 Ill PROJECT: . WPO PLAN - E&S PHASE Il AND SWMM /BM P DESIGN FOIL E 5TH STREET STATION LOCATION OF SITE NORTH OF 164 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA L r 7 X BOHLER, E D 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com .T ,v DANIEL R. HINES 3', Lic. No. 043176 w, \1 10/24/14 X11 ♦,'' `SS�4NAL E"G, SHEET TITLE: EROSION AND SEDIMENT PHASE 11 SHEET NUMBER: 4G O) `\ e \ \ \\ \'- \ \\w,\ \\� , 1\ \\ j x \ \\ \\ \ \ \\ \ -- \\� N`\\ \ , � , � -- \ \\ ;\ \ \\ \ \ `\ . . , \ , . -_ \`\ . \ �i/ , -yam \ , , \ , < - - \ , ' %, ,rk \\ \` \\ \ \\ ___ \ - - - -- \\ \4\ -----I -0 rx `, `I v 1 v sF \, , , \\ \\,\ , \\` ! 3 -- \ \ \\ \\` ��� \` \ , \ \ , - \ , \ ,- \ R `, `\ , \ \ \ ` \` \\ \` \\ STM \\ - `\ \\ \ \ `,\ , -- s de , \ . \ � \ RR , \ \ ` \ ` \ \ ,\ - . , , , \ \ 1 - \\ \ \ • \ ., ` \ \\ \,\ \• ;I �I \ ` - - -- -- - -- - - - - -- \ \`` i.r V `\ ` \� ,\\ , \� /'\_...__ - -'� ,l•d --'� \SS \ I I I I I I 1 I \ 'y -` -'`. ` ` \ \`� \ \` `,N \ -�- \ I I I I I I I, I i 1 \\,\ Ay„ 1 1 1 I I 11 I I I I 1 I �-.__ --\,\ \, 1 `\ \ \I \\ y ` \� \\ - .- _ -_-.. ._. .,� /- f j OI 1 I, 1 I I I I I I I I I ` \ `` I , \ / + i i i j 1 j - I ` 1\ j 7 ` \\ I' / I . , ,' 'h I + I I I , ' I I I -:- I, `' \, `'`\ , r3f: r y� , \ --' 7'1 %_ _ _ /ww� ,' / �, ° , , ; , - \ , ' , 'X11 i rr i / i / i i i SS 'ly°� -- - .0 '� \\ C• .F \\ , / , /,/ y,{sruJ.�•, \R}' ,n... i-0'�, !i �i i ._ /' i MODIFIED ,,f'', /•,/ �' ,�•. -' - ___ - - f ? s It- I y�"s.h: \ \ \`• , '/. rr•,� 's'b!>i�� y ' , )IT /%i i,i;'; ,'' ; ; MU6TFFAP 2 j /'� ___ -_ -_- __ 1 `-. , \�`• v /' -'�/,. �(�: , c/ �%; ��, I- I / ' / J C = 0.60 R ' / /_, __ - - \ - aJ �__ -- " - -' _y : p *`'' y, /',' , / WA. 11 I ,/, t'v d /',' ' „ -- / 6' RIP RAP -- - - - - "� ; ro ;'. �, / / �/ `. 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SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 6 AND 7A. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR FIFTH STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. 5. AS EXCAVATION OCCURS AROUND THIS AREA, CONTRACTOR SHALL MAINTAIN A 2' HIGH BERM /DIVERSION DIKE ALONG THE TOP OF SLOPE TO KEEP RUNOFF FROM DRAINING TOWARD THE STREAM. THE VEGETATION AND DEBRIS ON THE SLOPE SHALL BE REMOVED AS EXCAVATION STEPS DOWN IN THIS AREA. 6. AS THE WALL CONSTRUCTION ALONG THE ROADWAY PROGRESSES AND FILL MATERIAL IS BROUGHT IN, VARIABLE SEDIMENT COLLECTION AREAS #2 AND #3 WILL RAISE VERTICALLY UNTIL THEY ARE JOINED WITH SEDIMENT BASIN #1. THE CONTRACTOR SHALL WORK WITH THE ALBEMARLE COUNTY SITE INSPECTOR TO MANAGE AND FILTER THE RUNOFF COLLECTED IN THESE AREAS. OPTIONS TO HANDLE THAT RUNOFF INCLUDE (BUT ARE NOT LIMITED TO): CONSTRUCTING A SEDIMENT TRAP THAT OUTFALLS TO STRUCTURE H -5, PUMPING TO SEDIMENT BASINS #1 OR #2, OR PUMPING TO SEDIMENT BAGS. IT SHOULD BE NOTED THAT THESE SEDIMENT COLLECTION AREAS WILL CONTINUE TO RAISE AS THE WALL IS CONSTRUCTED AND THE AREA BEHIND THE WALL IS ELEVATED. THE OUTFALL OF THE SELECTED EROSION CONTROL MEASURE TO H -5 MAY BE A PIPE, CLEAN WATER CONVEYANCE CHANNEL, OR SOME OTHER MEASURE AS APPROVED BY THE COUNTY E &S INSPECTOR 7. TEMPORARY 30" HDPE PIPE TO BE INSTALLED ON GRADE AND READJUSTED ACCORDINGLY AS FILL AROUND RETAINING WALL IS ADJUSTED. OVERALL NOTE: PHASE I WPO CONTROLS SHALL REMAIN IN PLACE DURING PHASE II UNLESS DIRECTED AND ALLOWED BY THE COUNTY INSPECTOR. - -- -, /,. 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''��__, ,-- - - -- -- -- -- - ,'' !y -- --- ------ --` - -- - -- - -- - - - --- - - -- - -- -- - - - - -- - i �zf, �i - -fir, — '\\`ul iil 3- _ -_ � - ......- -. 1'...._,,,__....__,.. -,' \,!t'�- AJ�:A,d- ice.. /,Z- :;,,w4;,, \.. / _______-_- __'_- •-__ - -' __ - II _ i._ -1,- -IZA_, - ,.`'..+\.✓\-r',A< �+..A -J/1 ' \✓_\_A \.r.. /\.J•...r\.A- ^✓`�.1:.•t'. _- `::+1: a4..+ vt; J!& Jr •:,'.d''..,i:.•yr;J^..rt,r`w'i aA 6.4.d6, __ ___ -- - I - l ` \,- III II _ -- �- -- -- ---------- - - ------------ ------ v -- j - __ - - _ - --- _ - __ -- __ _ _ _ _ _ - - -- - -- _ - - -- _ -- --------- - - - - -- -- - - - -- - -- _ --_ - -_ _ _ -- - - - - -- - - - -- - - -- -- --------- - - - - -- - - - -- - _ _ -- - - - - - -- _ _- _ _ -- -_= _ _ - - __ - -- r ,-. ;, III 111�'il __ - - -_. ,,- _______ -_'- ----___.-_-__'-_'-__-_- '- ___- _- _- ___- _____-- _-- '_ -_._' ___•_- ...-.,- --.._ _-- - _._. .- .- _...... -_- _- -- ----.. ._._- ` _ _.- __ -__- -- -- A V Y 1dJl wDJ�� JL .- ------------ : -� '- --r.:1 v'�= � _- -- 40 20 10 0 40 1" =40' GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT IORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TI THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND II FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. REVISIONS REV DATE COMMENT BY O 5/15/14 PER COUNTY COMMENTS DRH 2 LL s o= DRH 0 10/23/14 PER COUNTY COMMENTS DRH G9 0� ¢'Ua �w Z O�C5�Oa L0JWgo W (y w � Z ��Ww�g ooI -¢O= OMRI��l�n. o �a co 0 0 ziii E-4 w U ♦ * * * *♦ wW S - g'�` Af -o = z n- W o ♦ U o -Q-j o Z�z> -16 o ww m }Zom a"-' 71mZaz 0Jo2w U, QG_UU o� * * * ** y y � 0"" 0 o rL <R y z w g w H F E. W Z w cn a � F 0 z U � N O u o � �" w F" a �. ZU) � (' V tZ 9 0 u 0 �' � S2 ow - a o w 5a m U H 'm oR ,I REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH O . , THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 800 - 245 -4848) (PA 1 -800- 242 -1776) (VA 1-800- 552- 7001)(MD 1 -800- 257- 7777)(DE 1-800- 282 -8555) APPROVED FOR .CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY- DRH DATE: 12/13/13 SCALE: 1 " =40' Nk CAD I.D.: EB2 PROJECT: WPO PLAN - E &S PHASE 11 AND SWIM /]AMP DESIGN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED XTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA L BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com T OF V DAINIEL R. HINES '''' ' .p Lic. No. 043176 I , K 10/24/14 ��/-' G� r �SS—ONAL E�. SHEET TITLE: EROSION AND SEDIMENT PHASE 11 SHEET NUMBER: 4H \ I I I I I I I rr J , J I' I ,/ I /I% I +, " I I I i I' 1 ! / , ,I r ,, I I , 1 I I I I I 1 ' I I 1 I , I I I 1 I I I I 1 t I , 1 , ' + 1 ` + 1 + l ' + e 11 I�. `\ \', \N. 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CONSTRUCTION • \ \ . \ � `` -_ -- - S.32 1550 W 36.13 `,\ A ENTRANCE EXTENDED- 5T� E ROUTE 74? / , `� \_ --- - - - - -- _ - - - - -- - - - -- - - - - - -- - -- - - - - -- - - - - - -- - - - - -- - - - -- - - - , •/, --- - - -- -- - - - --- --- -- - - -- - - - - -- ----------- l U\t IC`\[5 OD `LOD LOD�+al C3D �LOD `NSF i-- 1 \ \li; \n;r� O \ I \ I \ I I \ C7 , \ I 1 It \ 1 1 � 1 � 1 1 1 1 i 1 I I I r- I ❑ I ° I I I I I I I I I I 1 I I I I I \ \ , \ L LOD x LOD X LOb X LOD < 1 S 32_2002" \ \ ll \ _ _ IL; i r-i rr`�tlif,' �:-f,fT,.,li,i yn* =[- -- —r_ —L. - - - - -- \—` — - -- - -- - - -- - -- - O / 4 ` \il t'1: :" u - - -w- r-o -x - -s -- Q -- - _. _ _ - IP _ IP J - -�� —J fJ- -- LIMITS OF �_ ---- \ \o\ , ` `, ` _ ` DISTURBANCE T Y�� Fw hG —__ --- - - - - -- - _ — - - - - - - I - �- \ N C?s i4c7 =—_ —_ _ LOD tOD LOD 1 kOD j ©U L'OD — \' `.� `` i�> Y v v / '�' HO - -- r'. , U I0 /l0 —.H9 h'0 `" f i0 NO \ \ ` GE `'GS' y, r — �=L2 HO HO E� — - \+ `�\( `�'rf =,_. j�J �(f= ��= �ilfl— -- - -- --- ------- --- - - - - -- - - --- - � U Q I I lit, It / 1 f No 1,0 , f , -- - - - - -- I MATCHLINE - SHEET 411 cn cn ry O X m rD It I ' X AEON STREET EXTENDED ° STATE ROUTE 7 2 SF X ( (VARIABLE IG IDTH IW) i, ---- -' - - -� — - - - - -- _ ' r ,(CLOD - LODE LOD LOID LOD LO ' % - ,p.{.• PLAT qty 1 x� —X x x X \ �.Y l�dl' �, Pg 237 PL6 d d �'V ®,) 1 ( !I 1 \ LIMITS OF ) rt I — - -t -- - - - - -- — - - -� --- -{ —; -- — — i_ DISTURBANCE S _11PB 9 Pg 3 -4 PLAT (C` ®� - '1 =s - S 32 20'02" I 423.53' —�- Effi 001 -------------- - - - - - -- -------------- - -- - - t SIF Jx__ - - - - - CD �_ �CD--- CD- CID - -. _ _ —_ -- -- -- - - --- — ` - - - -- —._ CLOD ILOD LOD 'LOD LOD 1LOD LOD LOD OD l LOD LOD - -- LOD ------------ \ s ��9_- - - - -__ 1 , t — i,=- -- — — — — — + 0— _ - 0-- .- --•�•— -gib HO f HO H HO HO o 0 - O O " 1 I t cad] I - ` I GENERAL NOTE: 'IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC IRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE iE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS ANC FULL CONFORMANCE WITH LOCAL REGULO.TIONS AND CODES. I 1 t 1 - x--=U= + 1 i 423.5-1 , / reu= 0 , 1 1 \ \ v. 1 \ 1 1 1 1 OVERALL NOTE: PHASE I WPO CONTROLS SHALL REMAIN IN PLACE DURING - - -- ` - PHASE II UNLESS DIRECTED AND ALLOWED BY THE COUNTY INSPECTOR. `lam`-- 11 0 i U ' I ' 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. Z. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. 9----- .9----- - - - - -- - - 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 6 AND 7A. �\ r -- -- - _ -'-- _t `— -- ------ \ _ -\` _ ___________ _ _ _ __ 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE -4, REESTABLISHED 'r- =,77 ._:.'r - _ r -- -- „'- "?,_ — — ` — - - -__ _ - - - REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR FIFTH _ - - -� -- /GHQ--- . —.GH- - - - - - -- - - - - -- �. G / %�,.y —�, -GH Gii off GH �� '`�,} STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. 5. AS EXCAVATION OCCURS AROUND THIS AREA, CONTRACTOR SHALL MAINTAIN A 2' HIGH i- 1 % _ - ' - - -- -- -a\ C� 'I, BERM /DIVERSION DIKE ALONG THE TOP OF SLOPE TO KEEP RUNOFF FROM DRAINING TOWARD THE STREAM. THE VEGETATION AND DEBRIS ON THE SLOPE SHALL BE REMOVED AS EXCAVATION STEPS / �- DOWN IN THIS AREA. y r '``. \� \\ \ 6. AS THE WALL CONSTRUCTION ALONG THE ROADWAY PROGRESSES AND FILL MATERIAL IS BROUGHT ,I i ; Y� _ - - -- ' , '\ / \ IN, VARIABLE SEDIMENT COLLECTION AREAS #2 AND #3 WILL RAISE VERTICALLY UNTIL THEY ARE �t'�' JOINED WITH SEDIMENT BASIN #1. THE CONTRACTOR SHALL WORK WITH THE ALBEMARLE COUNTY �� /,' ,'' ' °�� ► - _{ f SITE INSPECTOR TO MANAGE AND FILTER THE RUNOFF COLLECTED IN THESE AREAS. OPTIONS TO HANDLE THAT RUNOFF INCLUDE (BUT ARE NOT LIMITED TO): CONSTRUCTING A SEDIMENT TRAP THAT OUTFALLS TO STRUCTURE H -5, PUMPING TO SEDIMENT BASINS #1 OR #2, OR PUMPING TO SEDIMENT BAGS. IT SHOULD BE NOTED THAT THESE SEDIMENT COLLECTION AREAS WILL CONTINUE TO RAISE AS THE WALL IS CONSTRUCTED AND THE AREA BEHIND THE WALL IS ELEVATED. THE OUTFALL OF THE SELECTED EROSION CONTROL MEASURE TO H -5 MAY BE A PIPE, CLEAN WATER CONVEYANCE CHANNEL, OR SOME OTHER MEASURE AS APPROVED BY THE COUNTY E &S INSPECTOR 7. TEMPORARY 30" HDPE PIPE TO BE INSTALLED ON GRADE AND READJUSTED ACCORDINGLY AS FILL AROUND RETAINING WALL IS ADJUSTED. I \F�G�NN sov�e 0 ' 1 ----- - - - -c` N��NP °------ - - - - -- / -- ------ -- --- ------- -- - - - - -- I 40 20 10 0 40 1 " =40' H REV DATE COMMENT \ 0 \ PER COUNTY COMMENTS DRH 2 LL Ld s DRH \ 10/23/14 \ 7 ❑ Q w i z , - ❑ Z LOU 1 , , I , U i- 1 % _ - ' - - -- -- -a\ C� 'I, BERM /DIVERSION DIKE ALONG THE TOP OF SLOPE TO KEEP RUNOFF FROM DRAINING TOWARD THE STREAM. THE VEGETATION AND DEBRIS ON THE SLOPE SHALL BE REMOVED AS EXCAVATION STEPS / �- DOWN IN THIS AREA. y r '``. \� \\ \ 6. AS THE WALL CONSTRUCTION ALONG THE ROADWAY PROGRESSES AND FILL MATERIAL IS BROUGHT ,I i ; Y� _ - - -- ' , '\ / \ IN, VARIABLE SEDIMENT COLLECTION AREAS #2 AND #3 WILL RAISE VERTICALLY UNTIL THEY ARE �t'�' JOINED WITH SEDIMENT BASIN #1. THE CONTRACTOR SHALL WORK WITH THE ALBEMARLE COUNTY �� /,' ,'' ' °�� ► - _{ f SITE INSPECTOR TO MANAGE AND FILTER THE RUNOFF COLLECTED IN THESE AREAS. OPTIONS TO HANDLE THAT RUNOFF INCLUDE (BUT ARE NOT LIMITED TO): CONSTRUCTING A SEDIMENT TRAP THAT OUTFALLS TO STRUCTURE H -5, PUMPING TO SEDIMENT BASINS #1 OR #2, OR PUMPING TO SEDIMENT BAGS. IT SHOULD BE NOTED THAT THESE SEDIMENT COLLECTION AREAS WILL CONTINUE TO RAISE AS THE WALL IS CONSTRUCTED AND THE AREA BEHIND THE WALL IS ELEVATED. THE OUTFALL OF THE SELECTED EROSION CONTROL MEASURE TO H -5 MAY BE A PIPE, CLEAN WATER CONVEYANCE CHANNEL, OR SOME OTHER MEASURE AS APPROVED BY THE COUNTY E &S INSPECTOR 7. TEMPORARY 30" HDPE PIPE TO BE INSTALLED ON GRADE AND READJUSTED ACCORDINGLY AS FILL AROUND RETAINING WALL IS ADJUSTED. I \F�G�NN sov�e 0 ' 1 ----- - - - -c` N��NP °------ - - - - -- / -- ------ -- --- ------- -- - - - - -- I 40 20 10 0 40 1 " =40' H REVISIONS REV DATE COMMENT BY 0 5/15/14 PER COUNTY COMMENTS DRH 2 LL Ld s DRH 3 10/23/14 PER COUNTY COMMENTS 7 ❑ Q w i z - ❑ Z LOU c� _u F U � Z O' O J � _ gm W H H w ti z w�?�go � I'- a _I OOF -¢OS 010_ � o O o W z Lou) ...... Np U. a w p ` 3 o m } I :If Z } �G ¢ ° W OU O ZYZ> °w_ti O m >,: ZO'''" W = H- YN $� Q � m w (04 MO 2 U W QU o z W W x Ch H O U ; €� a Z ow U RO', Q old a o x m O � U W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH 6 THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1-800- 242 -1776) (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1-800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1.'=40' CAD I.D.: EB2 PROJECT: W]POI ]PLAN e E&S ]PHASE 11 AND SWM /BM P DESIGN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com - - - -- __ - - - -- - - --- fii r--- -- - - -- ; - - - -_ ___ - - - - - - - - - - - - .T� 'v DANIEL R. HINES 7'' Lic. 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I I // ___ ! � %1�� I , 1) I kl,.�lill kktl��11%11'1\0160", � \A�\ , \ I I I , I . ., . ) '1� ., GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTI�Y THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN I I I " 11 �_____�_� ,_ z ----- �_____ r - REV DATE COMMENT BY is I 0110/14 COMMENTS UKH 2 _j u_ I 0 ,8/14/14 FOR APPR - W .1 § 121:1 1� ww . 00 I- Iv r 3. 0� PER COUNTY COMMENTS DRH 5 0 �g g 1- . r I Z Ili 0 14 - �! 91 I_Lj '� z. z' - 5 w. ! ,-I § 44 *4 u l( t �7 �Lj ': ,- :w� www ,�,- � C) 0 WE � ,0T H. , .9 F.- 1 �� a P4 0 W �� .. WCO * + * + * 4. � � E � Eu- L LOL . �; � 0 , PQ 0 � m< >. � -.- ! r- � �: 3f Z� d (D .2 . § W 0 * u , m< g -, 0 W >- 0 I�-<j 2�yl N 6 6� z W> I 0 a Q N = z =2 2 b� w �_ ;171 .5 -�! 28-1 r I 0 7w_ 0 _il ZO rn < w () C) !'� fg 111-4 * **** 31i - . � � 0 0 (n 04 cf) H . � �q � � z w � z ,� w 0 a! 0 -. -� -.' '-. cn � P4 n g ;:4 55 � tk g � d � II;) z "� F. -.9 0 4 0 �., I � � �) X. �� -� �, � � �� -. � ��, �D g - t- P., §' U) Z �:) on - oe, < ;.--" � ,,,-,5 . . I .z� 1) u � z �:i 2 z . . . . 0 Id P., 0 � 1� �3 6.- 1:� .4 � '. �� YR u w ? . - - F__ 1110 IN REVISIONS - REV DATE COMMENT BY 11 0110/14 COMMENTS UKH 2 1 6/19/14 FOR APPR 3 ,8/14/14 FOR APPR - 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH I I THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) "I% I APPROVED FOR ( ..ol' PROJECT No.. V122001 'I DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 1"=120' il,,,,, CAD I.D.: EB6. - ,,,il r, PROJECT: 'I FINAL SITE PLAN - FOR 5TH STREET STATION - WEGMANS LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA "Ift 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 III, www.BohlerEngineering.com Of � '?I N u ,DANIEL R. HINES _P .0 Lic. 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X�� X X_ � ---- - - - - -- 12/13/13 , ,lfr \ �✓ / 1 y \\ - - - - -- - DATE: T I ' — _ ------ -------------- - - - - -� - -- -- - - - - -- �+� / `\ `\ `A \\ `\ ` i` \ �> \ rU.,e•:- F &r `�Mj? - t 'q' \ � \` �// , TrX- = -i4__ \ - X X �.`�,------ - - - - -- SCALE: 1' =40' , \ i / / ® , % _�- y(- -X a-- --- - - - - --- -- -- --- ---- - - - - - -- ---- --- ------ - - - -�- - - \ �\ !/ C / < K-- <_`_' -X - ---- - - -___ _ - - -- CAD I.D.: EB6 / --- - - - - -- - - -- - -- __ — — -------------- - - - - -- - - - -- / / }� \, \, 7 / a\ \ , r w \ \`\ \ / C . \1V ------------ ---- --------- •--- _� - - - -- - - - - - -- ` - - - -- -- --- - -- ----- - - - - --- _ r -- .,1. \\ - -'_ -_ \' _ \j\ I 1 \ \\ `,' ' \ [ _- _-- _- _- _- _- _- _ - - - -- - - - - - -- -- PROJECT: / ���, 11 \ \` \rC\�t.l \\ I' \�, \\ 1 \\ _ _._ -_i \\ \ \\ Y'1 . s ._✓y \\ �•., \`; _�, _.,__ -�' \\ /'� -'.i _ -- - -__ _ -- - - - - -- __ -' -- - - - --• - - - - -- - -- -- -- ------ --- - - i STREAM BUFFER f ____ - - - - -- ------- ---7�_ ------------ --- ` - - - -- ----- - - - - -- '---- _---- _-- - - - -_ — -- ___ -_- \ LINE '' -------------------------- _ - - -- ----- --- ----- - - - - -- - _ h ' - -� _ -�P- -- _ FINAL SITE I\\ F��1 ,\ S �\ � ``e ` �i I �'l '/ \\ /'; /jam 1 . 'S \``� � \, �'\� � i �' y \ _ ,�a '�i, 1 •� \` \ '•,1 ,L � ,\ `,� � �/ ! /__ _` -_�% -- ��' —yl' -_ - �"- -�C �c -'i� --° ___-__- `\ ____ -_ _ _______� - -- - - -- - --- - -- - � -. -- �p �' STREAb1 5 fER LINE o -- - - - --- �'� - - --------------------------------- -- - -- - -- - ' � ` I /' ' i 1 1 ` ! °'vL, � y `._' 1 , .0��•,., '., � / 1 S � � ' / -' ----------------- - y -- -M1` PLAN �,,_- ��'__ -- wow.. - --- -- \ ♦\ \ \ "4.. w �, ,.® �` \ // , 1 t ��^ �.' 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE IE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUI :EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORKAS DEFINED BY THE DRAWINGS AN[ FULL CONFORMANCE WITH LOCALFULL CONFORMANCE WITH LOCAL REGULATIONS AND CODESAND CODES. o � T s .o _ -__ ,r o Oo” 7S ---- - - - - -- - -F - _ FP ' _3 FP -FP - -L . — '- • / FP -��— -- _ Fb �8a --- - - - - -- _ T aa0j 001 n1 Jol a xx 0 STREAM BUFFER�LINE� - - - -- — _ - -_ 40 20 10 0 40 1 "= 40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. ALBEMARLE COUNTY, VA r BOHLER E NG'INEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRE'NTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.Bo,hlerEngineering.com VIP V DANIEL R. HINES y'I Lic. 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SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. ms- iW4 W 14 F MT"h� 0 F0 z F� REVISIONS REV DATE O BY 1 � 2 DRH 2 J Q o���,, � DRH 3 >oa 7b zz DRH 4 mjZw= w . U 5 o� Ooa (7 � J Wo?wgo �� e s w 9 -of�IE g gm o� w I- ool - ao= �o 7 mF- cn�u.a w Sa H W X U LL Fz yo O O ¢ a9 p py a = Z d O o w- O ♦ U o 2a-, =o 0ZYZ >o =ZOu.W 1)mzaz $S OJOxw �m o-I -n --- .. ♦...♦ v <� a W F �' -.- H ,H U W��4�1.50 0 � � U r-� a � � z i° W � W z , �w tea= U •RIO' � A Fn- 12 ou9 - 6m a L V w REVISIONS REV DATE COMMENT BY 1 5/15114 PER COUNTY COMMENTS DRH 2 6/19114 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 800 - 245- 4848) (PA 1- 800 - 242 -1776) (VA 1- 800 -552- 7001) (MD 1 -800- 257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 111 =40' CAD I.D.: EB6 PROJECT: FINAL SITE PLAN FOR 5TH[ STREET STATION ° WEGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOH LER E N G I N E E R IN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEn ineerin .com 9 9 OF v DANIEL R. HINES 7 .p Lic. No. 043176 k ,- 10/01/14 ,4 �SS��NAL E-G` SHEET TITLE: EROSION AND SEDIMENT PHASE ASE III NUMBER: SDP 2013 - 00012 SHEET 5C �, �/ / / ! / IP I / ~_ / _ ! ! ! 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I 1 I 1 I l - 1 , , // , m y •~ , \ \ \,' \ \ \ \ \. \ � .. . \ ' `\ � , `\ ; ` � 1 I \ \ e\ \ \ ` `,\ \ I , I i 1 1 I I I I 11 ,l I / , / ! / , / / 412 { __ _- _- •- ``. ` \ 1``♦ •., \ `` \ \ \. \ .•.,.� , , \ \ , \ % t 1 1 \ 1 �~�'"\ ` \ \ i I 1 1 I 1 1 ,/ , , ,/ ,, ,/ , sn=i° , , \ , ,\ '\,\ I I \ ...._..\ \ \ \. . . \ \ `\ 1 1 I I / \ , , \ N\\\,\N, \ , , 1 , I I I " 1 1 1 1 / , ' / .w•°'" _.�..`_d"„`- �'- `.,..iL__'_�.` -m.� ''., `\ \ \ \ . \ \\ + . \` ` . \ `gc! .-57,e \ 1 \ 1 ``\ \ , \ \ , . \ I 1 f 1 1 I I I I ! 1 1 ' -' // , ! , / ' ",...+ �� � a >r~. -..,a• , ``.\ \ ``, .- \ \ `', , \� IP \ I \ • �.\ ` \\ \\ s s ;, \ 11 1\ , \ \\ i ," \ \ \ `` '\ . \ I I 1 I 1 I I 1 \ ` A \ � I \y> 57A' Ahl;BU�FEr L � ,, 1 i V A,AA A I I I 1 ,/ !/ / ,' ,/ �,� , `, `, A,A v h ♦+,, _:, \ . ♦\ v A :,. i ,v ,I ,I ,, vV v '�//�C\ 1 1 1 I I 1 1 1 A / \ , , , I I \ \ \ �___ ,�J U6 8 \ \\ E \`, ,\ \' , ``\, \ `\ \ A \ \ \ I 1 1\ 1 I 1 I 1 '\ ��i' ,! !, ,i !' / , PS `\ \ I♦ ` I\ `, \ ` \\ . TM . \, , \,.. . \ '\'\,\\\\ \ \ a i\ a« , ,, \ , , a, \ \ \ \ \ ` 1 \ ` 1 \ I I I 1 1 1 \ \ :rr \ \ , , \ \ 'O , l \ 1 \ // , , ,. / , `vy. `, `\ \ \ ,\ \ ` H-4 /J) /J��r, f , , ,.\ ut\ `, ••� •�, \\ \ *wyl, , \ . I \ \\ + , 1\ \ \ \ \ \ \\ , /' 1 \ \ \. i 11 ' / /' i / \ .\ \ \\ \ . 1 \ \ , \ \ y \ ' \ , 1 htPQ1TS OF< \` \ ; \\ ` \ ` \ \ \ \ \I `, +, \ \\ \ \ \\ `. `, \ . ', \\ \ \\ 1. , /' ' // : R \ . '. `\ \ `\ `\ \ �\1 `\ ",,\ \ \` \\ . vFUR�RN\ I\ „\ \ '-NI \ \` \ `\ \ \ ` \,\\ \`\ \ I\ \ , '` `\ \\ `\ 1\ \\ `I \ I\ 11 I\ IN � 10' PRIVATE , . \ \ \ \ \ \\ \ ` 9 \ '. \ i - < \\ \ `\ ` \ '. ' ' \ \ \ \ // , EAS NT, - ` ' ` +\ `I `\ \\ -v- \ `I \ \ \ \ `\ /\\`` \t n ` �:, \ ?, \ O.O . \ \ ` \ \ 1\ \\ \ \ \ `\ \ '\ 1\ `. ,' / ! , \ .\ \ \ \ I I `t \ \ \ \e \•+ 410 \` \ \\1 �i�1 \\1; * �` „\ �I , 1, `. \. \\\"\\\' \ \\ \.e, 1, . \ . `\ `I '\ \ '\ \ `I `I \ \ \ \ \ \ \ \ , , . \ /' / / 41'1 - - - __ _ -- \ \ \ , \ , +� \ \ \\ `\ PROP. R.OW, �\ \ \ \ .\ \ Y, I d . }� y \\`\ , \ \ . `\ \ \ \ \\ . . \ \ , \ ' \ \�,{ « r , ` \ \ /, _.- -' �-.__.,..._...__. ..- ,......- „,..,_-- •- ... , \\ \ \ \ \ + \, \ \_ `�• +. •.« i \ , `I \,... \ , , \\\, \ fix:` ,.\ \, a.� \ \ ` \ \� I \ \ ,\ \ . . \ , , \ . , 1' I r ' /// / i / / f / \ I fl i I/ TM r0 /! / // i ! �! / // �r w �/ % % / % % lr % / / / � / r Qc / / 1 / 5� �,, / ' 1' / I ! 1' 1 �\ � 1 i � i/ !,��so J, 1 1 J, I I1 � i Ir 1 1 I I 1 1 I Y , , 1 , 1 / / / 1 1 1 1 / , I f ,Or o TCHLINE SHEET 20 I I I I i I I i ” 4, I'l 11 't! I /1 1 i 1 I ' 1 ' I 1 1/ t t I I I I 1 f I � j 1 ' t I l I, I I I I I I I I PROP. R.OW. I 1 I I I I � 1 , I P 1 I I 1 1 i i i I I '� ; I( /iii ' I i i 1 I i I PS 1 1 I r 1 1 1 i ! i I i I i< GENERAL NOTE: i IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC- )RK SCOPF PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE HE SPECIFICATIONS ORAPPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II NRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ;CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGU�TIONS�D CQDES. , , '- \ \ \ \ \ ,\\ i \ . \ \ �\\\,\ \ \ \ ` \ , \ \ r \. \ \ �,`,` \ \\` \ \ \ . . \ ` . \ . , I +, I\ ` \�Y-:/ -� "r�. \ `\ \ \I \ I \, \\ \ :. I S \t 1 . \,;� \\ 3 \ \� , \ \ \\• \, \, \, •,'Q \, \, \ \\ , \ `, `, `\ .\ \ \, \ `, \ +\ II\ \ ` \\ `, \ ; \.".\ '.",b `\ `I \ \ `\ ,, ; \``\ \.`\ \ `, ; \ \``` ` \e , i m' \',\ \",\ '\ '\ \ \, \ ', `\ \ \ `\ \ `\ `I \ \\ \ `\ `\ \ 1\ \ \ \ , \\ ` , \ . \ . \ i \ \ ! 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SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. REVISIONS REV DATE COMMENT LL 0 S 5/15/14 PER COUNTY COMMENTS DRH 2 LIJ JQ 'O x¢ DRH v 0 8/14/14 FOR APPROVAL > o °' 51 w w . 8/21/14 PER COUNTY COMMENTS DRH 5 >zoW= K0 DRH j /�, L.1 o� - &O Dw 8 !w m 1""1 Lu , (Y Q a W p Z ml -(n � u a iw a wz�...... 00 H U � a6 6 W p �( o Z g @E W oow ; z 9 � >7z 0z - 5 �mZQZ 61 H 0- ,02LIJ () QOf UU o� zi ♦ * * *♦ 3i g 0 0 � o V a F �'n N F� z W H o g �� g a U w 0, z H z � -.o �o 0 p , p U �a =o 1:1111111- 151 a 60 z u z o �i M a o 0 w � x � o= 6o H a o 0 U w Z- REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, (MARYLAND, AND DELAWARE 81 1) (WV 1-800-245A848) (PA 1-800- 242 -1776) (VA 1-800-652-7001) (MD 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I.D.: EB6 PROJECT: FINAL SITE PLAN FOR ST HI STREET STATION - WEGMA NS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com o -1 v DANIEL R. HINES 7 .p Li�c. No. 043176 1,,i 10/01/14 N, I G` �' �S�ONAL E�.. . 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FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE tCCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORKAS DEFINED BY THE DRAWINGS AND It FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. in� 0 r I Z W a M-� W �W z 0 0 �z PQ - � -` % ,\t \ - , COMMENT 0 �;�- \� 5/15114 co _ " 2 6/19/14 \' \ W O . \ FOR APPROVAL DRH wo��ggo � 5 it J w w0 Z PER COUNTY COMMENTS I \ \ 5 9 - I\ DRH — =T=ar _ T n s= R� —&l— �r I., 1 ® —tit. 1�!! a\�1_ �1Z�����=_Lrt I 0 0 Z W U p >- pan 0 -- -- 7=9= `,ice= S�IR�- CO 7 mz �, OJOSW co QwUU 10' PRIVATE UTILITY '/ 1 EASEMENT \ t --� _- ---- -_. -l' D �-- \ \ \I \ \ ,\ -w� \ \ \, IP \\�, ` \ i, \ 1 , t..!/ " \'\ \ `\\ y�Fv `: ,E ham. 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FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE tCCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORKAS DEFINED BY THE DRAWINGS AND It FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. in� 0 r I Z W a M-� W �W z 0 0 �z PQ REVISIONS REV J IL COMMENT BY §oa 5/15114 PER COUNTY COMMENTS 0 Z 2 6/19/14 >< LI.I = 02 Oon, W 3 �ZZz7w FOR APPROVAL DRH wo��ggo � 5 it J w w0 Z PER COUNTY COMMENTS W Q 00vi�iia 5 10/01/14 PER COUNTY COMMENTS DRH O O 2 a Z W U p >- pan 0 Z `Le mZDOW 7 mz �, OJOSW co QwUU ♦ .... 01) cn W a %.d N w z . � a O o u U a � z z m r- �j 41 a O z M 0.4 U W REVISIONS REV DATE COMMENT BY 1 5/15114 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 900 - 245 -4848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: - DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I.D.: EB6 PROD FINAL SITE PLAN FOR 5TH STREET STATION — WEGl\ ANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEnginearing.com T 'v DANIEL R. HINES 71 Lic. No. 043176 0A I 10/01/14 � �� ,r ' - - -ONAL �,G % SHEET TITLE: EROSION AND SEDIMENT PHASE Ill SDP 2013 - 00012 .A SHEET 5E / r1 ��i' ' , . ' ' / /', // ® .A•• � ff- }I"Ky. 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T THE SPECIFICATIONS ORAPPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. a3� �3a d ,^o / / / i , 40 20 10 0 40 1 .1= 40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. REVISIONS REV DATE COMMENT BY 0 s 5/15/14 PER COUNTY COMMENTS DRH 2 La K V, DRH 3 8/14/14 FOR APPROVAL Q� >Zw K� 8/21/14 Z W 5 zQ�Qa_ PER COUNTY COMMENTS DRH M••I cU~z, �, WO?Fz ool -QOx am w O Z ml- rn�u.a �o 3� w W o U LL -0 o Q a' a z y O W o &� ova o 0ZYc Z mZOLLw w❑ s -Z $F mm m< 0Q -0 (2): (61 0 T ^ v UN) (n ¢ 0 Y gay +q Vi F O m w W z o C7 O u � a um U O Q Nw a w a 0 !!�� f-a 101= m § o oLL U W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 2454848) (PA 1- 800 - 242 -1776) (VA 1-800-552-7001) (MID 1-800-267-7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12113/13 SCALE: 111=40' CAD I.D.: EB6 PROJECT: FINAL SITE ]ALAN FOR 5TH STREET REET STATION WEGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA i BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com OF V DANIEL R. HINES 7 .p Lic. No. 043176 4r 10/01/14 �4� SHEET TITLE: EROSION AND SEDIMENT CONTROL ]CHASE III NUMBER: SDP 2013 - 00012 \ 1 \ \ \ \ \ a -IN \ I I 'e\ \ E m \ 4 \ 0. SS STM \_ r= I ' \ ` : I , 1 1 � � , 1 ` � l } � 1 ` 1 I 1 1 1 � I I 1k I / I Q / ----iy11j- I 1 1'II I 422 I I 1 I I \ N LNS ` n. \` ATCHLINE - SHEET 20E 4 / aF �yg.� {T�s �1 re11�iA�*�sAS.,.., � It .. .,Sif. { . .�}• ,i ��, \ \ PROP. R.OW. IX -- -IN- - -f -W— / ! l I / I ' I ' / 1 ' I I / 1 I \ \'_,' 61ST1)R A�6Er' \ PROP. ROW. � STM TM D -12 rRxR ® \ \\ \ y 1 v0 I PS 1 I / / PROP. V . k1 T C I \ REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 1 s W W W FOR APPROVAL C r� 8/21/14 I DRH I 'e\ \ E m \ 4 \ 0. SS STM \_ r= I ' \ ` : I , 1 1 � � , 1 ` � l } � 1 ` 1 I 1 1 1 � I I 1k I / I Q / ----iy11j- I 1 1'II I 422 I I 1 I I \ N LNS ` n. \` ATCHLINE - SHEET 20E 4 / aF �yg.� {T�s �1 re11�iA�*�sAS.,.., � It .. .,Sif. { . .�}• ,i ��, \ \ PROP. R.OW. IX -- -IN- - -f -W— / ! l I / I ' I ' / 1 ' I I / 1 I \ \'_,' 61ST1)R A�6Er' \ PROP. ROW. � STM TM D -12 rRxR ® \ \\ \ y 1 v0 I PS 1 I / / PROP. 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SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC ZK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUI :EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AM FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. a REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 LL s DRH 3 8/14/14 FOR APPROVAL DRH r� 8/21/14 PER COUNTY COMMENTS DRH 5 > ¢_ � W 6 W Z U �3 DRH 1 n >Zw= � y n Ona w �w w�gn 00 w �- oow¢� a °o H w z p o = ml- cn�l,_a iw "iii ♦����♦ �� w iz] pWy U n a py C Z o U o Z0 Z; 60 ° my-z wS Z QXO�m W Sm02IW - O o rL F 4 �y � a W Q z yo z o� z �w r—,, w U Q a9 V w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 1 THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) 1 1- 800 - 245- 4848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001) (MD 1 -800- 257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR Ill CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 11'=40' CAD I.D.: EB6 PROJECT: FINAL SITE PLAN FOR 5TH[ STREET STATION V V EGAV'JlAN LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMA,RLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 F ax: (540) 349 -0321 www.Bohl►erEngineering.com TN s, DANIEL R. HINES 7 .p Lic. 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T TEE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I FULL CONFORMANCE WITH LOCAL REGULATIONS ANO CODES. - ",", —, � I \ I � \ . I- , ;/- \ ."- ,% I " I 1 1 \1 , �` I I 1f f !/ ! n i i ; I` .vti Al I�' -,--- I It i i ' i 1% `\ feral ; i I 1, \ \ \. \ I I ' 1 �'� V I yl 1 �.,- 1 h 1 1 1 / 1, , / % 1(j 1 ' 1 \\` \ PS -- , 1 J ,'J, 1 I l \ \� \ 1 /> , 1 / f t , 1 l Y I 1 / / \' I I 1 _ \ ll� -, vv�, / t j I i , �' `I `` \\ \Al, I \ \\ � ' , I I I ' �\ b !i ,, r_ I I ' IS ^ 1� \ \ fir- / / \ i , ,t j i i i I .. Ot...,.,. / i ! I 1 \ . \ E-y / I #k % ' \ T R 3L , ) t 11 -a f Y kAw R.O.W.AREA r I I I \ � K \ /0 r I \ I I I I �\ / I' I v ,_ I ` Ci 1 •'y11 � \ /\ O i I 1� I vv v I `� ,I' , / i ` I A \\\ I t I I I I I / > ` DATE COMMENT BY \ \ 5/15/14 PER COUNTY COMMENTS DRH \ 6/19/14 FOR APPROVAL DRH \ \ \ \ \ \ \ \ \ • 1 \ \\ /' I \ \ ,x X \ 4 \ ` \ % \\ \ / \ 11 1 -------- \I i I : 1 M — SHEET 20 -` 1/ / I 1 ' I 7-\\ ; I 1 I 1` \ V-- , \ o ` co - t i \\,`\ `\ \ / __-----Ir \\ �/ 'I'll I'---- i -1 40 20 10 0 40 1.1= 40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. c SHEEN' KEY �rq �� 0 - - D B -- \ _ a I � -F G . I u- S ul oz QQa pI 0 ¢w v i❑ - 5 QQZKQ F. c 10", 2 )% mZZZ�W o h U om,,11 1-J Si Xin', w � mo-mQ�O= o O 3w W z iii ♦����• yw E� U R 'Ft'Qyj y ,y � z y O W o o 2 } a !� IIIIIiM4 Q � 2 Z } oI wW L1J W w C 0 Maw .. U o 0zyz> ww �j m>.ZOa N z �mZaz wm O�Oxw o� cnQmUU �z ~ ♦ * * *♦ .. 0 o CID H F¢ W � W N �o z cn o � Fi E-a F' a w 9 'D x "n w 0 0 a0 � O U �� 0 '� a pa F,. Z mU ow V 555W U ?? m � �" o LL 1. U W - i REVISIONS \ \ DATE COMMENT BY \ \ 5/15/14 PER COUNTY COMMENTS DRH \ 6/19/14 FOR APPROVAL DRH \ \ 8/14/14 FOR APPROVAL DRH 1 1 I 1 1 I 1 8/21/14 PER COUNTY COMMENTS DRH I 1 1 I f I 1 10/01/14 PER COUNTY COMMENTS DRH '' / ,. / I I I I 1 I . I I 1 , I _ - - \\ ,\ ,\ \ \ \ \ \ \\ . \ \ `\ ` \ % \\ \ / \ 11 1 -------- \I i I : 1 M — SHEET 20 -` 1/ / I 1 ' I 7-\\ ; I 1 I 1` \ V-- , \ o ` co - t i \\,`\ `\ \ / __-----Ir \\ �/ 'I'll I'---- i -1 40 20 10 0 40 1.1= 40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. c SHEEN' KEY �rq �� 0 - - D B -- \ _ a I � -F G . I u- S ul oz QQa pI 0 ¢w v i❑ - 5 QQZKQ F. c 10", 2 )% mZZZ�W o h U om,,11 1-J Si Xin', w � mo-mQ�O= o O 3w W z iii ♦����• yw E� U R 'Ft'Qyj y ,y � z y O W o o 2 } a !� IIIIIiM4 Q � 2 Z } oI wW L1J W w C 0 Maw .. U o 0zyz> ww �j m>.ZOa N z �mZaz wm O�Oxw o� cnQmUU �z ~ ♦ * * *♦ .. 0 o CID H F¢ W � W N �o z cn o � Fi E-a F' a w 9 'D x "n w 0 0 a0 � O U �� 0 '� a pa F,. Z mU ow V 555W U ?? m � �" o LL 1. U W - i REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 800 - 245 -4848) (PA 1 -800- 242 -1776) (VA 1-800- 552- 7001)(MD 1- 800 - 257- 7777)(DE 1-800- 282 -8555) APPROVED FOR CC)NSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I.D.: EB6 PROJECT: ]FINAL SITE PLAN FOR 5TH STREET STATION ATION - WEGMANS LOCATION OF SITE NORTH I OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com .T U DANIEL R. HINES y .0 Lic. No. 043176 q, 10/01/14 �,A s`S��NAL ,?C�. SHEET TITLE: ---"I EROSION AND SEDIMENT PHASE Ill NUMBER: SDP 2013 - 00012 SHEET sJ \ \ `\ \\ \\ \ \ \ `\ `\ \ `\ \\ \ ♦CAS\ \ + \ `\ `\ \ b ^+ I I i Y I I I I \ Cam; =MA7CHLINE e SHEET 201 I \ _ _. _ k. > =. \ s ,�.. _ , . � � s x , . , a , _ x xr, v .*� . z. r . .11' PROP. 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD 'RITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT ,EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN[ FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 40 20 10 0 40 111=40' SHEET KEY q f D E 8 � Jas B�_a n F G . I REVISI0NS REV DATE COMMENT BY 0 5/15/14 PER COUNTY COMMENTS DRH 2 U- s DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 Q _ Z z �Sw DRH Z W ❑��ooa Z Z Z W -O — o Fi — W LL' W ly w z p LL LLa 3 0 w G�l'yi p -0 O Q � a z ) O Z } LL w p U p �a_j —' w� 2� o OZY2> >:0z O w L<z - w w N mo w H mQ2� OQY0UW U 0 V Z W o F" U Z z W HR ao O o a¢ w � � U w z - A REVISI0NS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19114 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1- 800 - 242 -1776) (VA 1-800-552-7001) (MID 1- 800 - 257- 7777) (DE 1- 800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 111=40' CAD I.D.: EB6 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION WEGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G1 N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com v DANIEL R. HINES y .p Lic. No. 043176 D,p 10/01/14 NA1- � G, SHEET TITLE: EROSION AND SEDIMENT CONTROL PHASE III NUMBER: CSDP 2013 - 00012 I EROSION CONTROL NARRATIVE MINIMUM STANDARDS: MS -1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FIN AL GRA DE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. STABILIZATION. MS -2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. ACTION: STOCKPILES SHALL COMPLY WITH MS -2 BY PROVIDING SILT FENCING AROUND THE BASE OF THE STOCKPILE. STOCKPILE. TEMPORARY SOIL STABILIZATION MEASURES NOTED IN MS -1 ABOVE SHALL APPLY. MS -3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. STABILIZATION. MS -4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND- DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION Vlll. SEQUENCE OF CONSTRUCTION, PHASE I. MS -5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. ACTION: EARTHEN STRUCTURES SHALL BE STABILIZED USING TEMPORARY SOIL STABILIZATION MEASURES AS NOTED IN MS -1 ABOVE SHALL APPLY. MS -6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY -FIVE YEAR STORM OF 24 -HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. ACTION: THE BASINS AND TRAPS HAVE BEEN DESIGN TO ACCOUNT FOR THE ENTIRE DRAINAGE AREA CONTRIBUTING TO THEM. THE APPROPRIATE SIZING AND STORM CRITERIA HAVE BEEN USED IN THE DESIGNS MS -7: CUT AND FILL SLOPES SHALL BE ASSIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. ACTION: THE CONTRACTOR SHALL STABILIZE THE ULTIMATE CUT AND FILL SLOPES AS FINAL GRADES ARE REACHED. MS -8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. ACTION: THERE ARE NO PROPOSED CONCENTRATED FLOW AREAS WHICH ARE NOT STABILIZED. MS -9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. ACTION: ACKNOWLEDGED. THE CONTRACTOR SHALL IDENTIFY AND ADDRESS ANY WATER SEEPAGE AREAS. MS -10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. ACTION: ACKNOWLEDGED. MS -11: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. ACTION: ACKNOWLEDGED. MS -12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NON - ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NON-ERODIBLE COVER MATERIALS. ACTION: ACKNOWLEDGED. THE CONTRACTOR SHALL BE RESPONSIBLE TO MINIMIZE ANY ENCROACHMENT INTO THE EXISTING STREAMS AND WATERCOURSES. MS -13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN I TWICE IN ANY SIX (6) MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON - ERODIBLE MATERIALS SHALL BE PROVIDED. ACTION: ACKNOWLEDGED. MS -14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. ACTION: ACKNOWLEDGED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY PERMITS FOR LIVE WATERCOURSE CROSSINGS. MS -15: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. ACTION: ACKNOWLEDGED. MS -16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RE- STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. ACTION: ACKNOWLEDGED. MS -17: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND - DISTURBING ACTIVITIES. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION Vill. SEQUENCE OF CONSTRUCTION, PHASE I. MS -18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOUL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ACTION: ACKNOWLEDGED. MS -19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24 -HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN -MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. b. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTORTO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT YORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T( THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE \CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND II, FULL CONFORMANCE WITH LOCAL REGULATfONS AND CODES. (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR (2) (a) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO (2) YEAR STORM TO VERIFY THAT EROSION STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUS E ROSIO OF CHANNEL BED OR , BANKS; AND (b) ALL PREVIOUSLY CONSTRUCTED MAN -MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN (1 0) YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS BY THE USE OF A TWO (2) YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (c) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. c. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN -MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN (10) YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO (2) YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN (10) YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE - DEVELOPMENT PEAK RUNOFF RATE FROM A TWO (2) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE - DEVELOPMENT PEAK RUNOFF RATE FROM A TEN (10) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN -MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURE WHICH IS SATISFACTORY TO THE PLAN- APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. e. ALL HYDROLOGIC ANALYSES SHALL BE CASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT. f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. g. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. h. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. j. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION XI. STORM WATER RUNIOFF CONSIDERATIONS. EROSION & SEDIMENT CONTROL NARRATIVE I. PROJECT DESCRIPTION: THE SUBJECT SITE IS LOCATED IN CHARLOTTESVILLE BETWEEN THE INTERSECTION OF 5TH STREET AND BENT CREEK ROAD, AND AVON STREET EXTENDED IN ALBEMARLE COUNTY, VIRGINIA. THE TOTAL AREA OF THE SITE IS 86.90 ACRES. THE PURPOSE OF THIS PROJECT IS TO COMPLETE THE EXTENSIVE MASS GRADING OPERATION FOR THE SITE AS IS PROPOSED WITH THE FIRST FINAL SITE PLAN AND PROVIDE INLET PROTECTION FOR ALL THE NEWLY PROPOSED INLETS. SITE CONSTRUCTION WILL CONSIST OF THE WEGMANS GROCERY STORE AND ASSOCIATED PARKING LOT, THE PROPOSED ROAD BISECTING THE SITE FROM WEST TO EAST, AND THE MASS GRADING ASSOCIATED WITH THE FINAL SITE PLAN. THE TOTAL PROJECT IS ANTICIPATED TO TAKE THREE (3) YEARS. APPROXIMATELY 57.60 ACRES ARE PROPOSED TO BE DISTURBED WITH THIS PLAN. II. EXISTING SITE CONDITIONS: THE EXISTING SITE CONSISTS OF AN ABANDONED COMMUNITY LANDFILL, A STORAGE WAREHOUSE, AND UNDEVELOPED FOREST. A QUARTER OF THE SITE CONSISTS OF CRITICAL SLOPES ABOVE 25 %. THE TOPOGRAPHY VARIES AND IS APPROXIMATELY 1% TO 68% SLOPE. THE DISTURBED AREA CURRENTLY DRAINS TO MOORES CREEK ALONG THE NORTHERN EDGE OF THE SITE. THE ONSITE ENVIRONMENTALLY SENSITIVE AREAS INCLUDE CRITICAL SLOPES, AN ABANDONED AND CAPPED LANDFILL, AND WETLAND AREAS. A CONSTRUCTION ENTRANCE HAS PREVIOUSLY BEEN INSTALLED ON THE LANDFILL PARCEL WHICH LEADS TO A PREVIOUSLY CLEARED STAGING AREA AND THE STREAM MITIGATION EFFORT WITHIN MOORE'S CREEK. AN EXISTING BRIDGE, DRIVE AISLE AND SMALL DRIVEWAY EXIST AT THE CURRENT TERMINUS OF BENT CREEK ROAD. IN ADDITION TO THE CONDITIONS NOTED ABOVE, THERE ARE SEVERAL POTENTIAL BURIED TRASH AREAS WITHIN THE DEVELOPMENT LIMITS. III. ADJACENT PROPERTY: THE SITE IS BORDERED TO THE NORTH BY MOORES CREEK AND RESIDENTIAL DEVELOPMENT, TO THE EAST BY AVON STREET EXTENDED AND COMMERCIAL AND INDUSTRIAL DEVELOPMENT, TO THE SOUTH BY INTERSTATE 64, AND TO THE WEST BY 5TH STREET AND COMMERCIAL DEVELOPMENT WITHIN THE CITY OF CHARLOTTESVILLE. IV. OFFSITE AREAS: THE PROPOSED PROJECT HAS BEEN DESIGNED TO MINIMIZE THE IMPORT AND /OR EXPORT OF DIRT FOR THE SIITE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE DISTURBANCE OFFSITE AND FOR ANY REQUIRED PLANS AND PERMITS THAT MAY BE REQUIRED. OFFSITE ROAD IMPROVEMENTS ARE PROPOSED ON AVON STREET EXTENDED. V. SOILS: A GEOTECHNICAL STUDY HAS BEEN PERFORMED AND THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE STANDARDS AND SPECIFICATIONS NOTED IN THE STUDY. SOILS DELINEATION HAS BEEN PROVIDED ON THE EROSION CONTROL SHEETS. VI. CRITICAL AREAS: THERE ARE SEVERAL CRITICAL AREAS ON THE SITE. SEVERAL WATER COURSES INCLUDING MOORE'S CREEK TRAVERSE THE SITE. WETLANDS AND MAPPED FLOODPLAINS EXIST ON THIS SITE. THE APPROPRIATE WETLAND DISTURBANCE PERMITS AND FEMA CONDITIONAL LETTER OF MAP REVISION HAVE BEEN APPLIED FOR AND ARE CURRENTLY BEING REVIEWED FOR APPROVAL BY THE CORP OF ENGINEERS AND FEMA. VII. EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING: 1. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02 A STABILIZED STONE PAN WITH WASH RACK AND FILER FABRIC UNDERLINER LOCATED AT THE LOCATION SHOWN ON THE E &S PLANS. 2. SILT FENCE - 3.05 A PROTECTIVE BARRIER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM LEAVING THE SITE. 3. SUPER SILT FENCE - N/A REINFORCED SILT FENCE TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM LEAVING THE SITE. 4. STORM DRAIN INLET PROTECTION - 3.07 A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. 5. OUTLET PROTECTION - 3.18 INSTALLATION OF RIP -RAP OR STILLING BASINS TO REDUCE EROSION FROM THE SCOURING AT OUTLETS AND REDUCE VELOCITIES. 6. PERMANENT SEEDING - 3.32 THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. ALL MATERIALS INDICATED ON THESE PLANS SHALL CONFORM TO THE SPECIFICATIONS AND INSTALLATION GUIDELINES SET FORTH IN THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK (LATEST EDITION), AND THE DETAILS AND SPECIFICATIONS SHOWN HEREIN. VIII. SEQUENCE OF CONSTRUCTION: PHASE II - IMPORTANT: GC TO COMPLETE ALL STEPS IDENTIFIED IN PHASE IA AND 1B PRIOR TO BEGINNING WORK IN PHASE II. 1. INSTALL STORM PIPE RUN E -1 TO E -2. 2. INSTALL INLET PROTECTION. 3. RELOCATE BAFFLE AND RISER STRUCTURE IN SEDIMENT BASIN #2, AND INSTALL TEMPORARY HDPE PIPE OUTFALL FROM RISER STRUCTURE OF SEDIMENT BASIN #2 TO STRUCTURE E2. OUTFALL PIPE TO RUN ALONG GRADE, AND BE RELOCATED VERTICALLY AS FILL MATERIAL IS INSTALLED IN LIFTS. 4. DEMO EXISTING 30" CMP OUTFALL PIPE OF SEDIMENT BASIN #2. 5. INSTALL STORM PIPE RUN H -1 TO H -5. 6. RELOCATE RISER AND OUTFALL OF SEDIMENT BASIN #1, AND TIE INTO STRUCTURE H -5. 7. INSTALL DIVERSION DIKE. 8. PLEASE NOTE, FOR SEDIMENT COLLECTION AREAS #2 AND #3: AS THE WALL CONSTRUCTION ALONG THE ROADWAY PROGRESSES AND FILL MATERIAL IS BROUGHT IN, VARIABLE SEDIMENT COLLECTION AREAS #2 AND #3 WILL RAISE VERTICALLY UNTIL THEY ARE JOINED WITH SEDIMENT BASIN #1. THE CONTRACTOR SHALL WORK WITH THE ALBEMARLE COUNTY SITE INSPECTOR TO MANAGE AND FILTER THE RUNOFF COLLECTED IN THESE AREAS. OPTIONS TO HANDLE THAT RUNOFF INCLUDE (BUT ARE NOT LIMITED TO): CONSTRUCTING A SEDIMENT TRAP THAT OUTFALLS TO STRUCTURE H -5, PUMPING TO SEDIMENT BASINS #1 OR #2, OR PUMPING TO SEDIMENT BAGS. IT SHOULD BE NOTED THAT THESE SEDIMENT COLLECTION AREAS WILL CONTINUE TO RAISE AS THE WALL IS CONSTRUCTED AND THE AREA BEHIND THE WALL IS ELEVATED. 9. PLEASE NOTE, FOR THE FILL DIVERSION AREA NOTED ON THE LANDFILL PARCEL, THE FILL DIVERSION AND SILT FENCE AT EACH END OF THE DIVERSION SHALL BE REESTABLISHED AT THE END OF EACH DAY WHERE FILL OPERATIONS HAVE TAKEN PLACE. THE SILT FENCE SHALL BE INSTALLED AT THE END OF EACH "CHANNEL" CREATED BY THE DIVERSIONS IN ACCORDANCE WITH THE DRAINAGEWAY INSTALLATION INSTRUCTIONS FOR SILT FENCE (VESCH 3.05) 10. INSTALL RIP RAP AND CULVERT INLET PROTECTION. 11. INSTALL VARIABLE SEDIMENT COLLECTION AREA #1, WHICH WILL OUTFALL INTO THE EXISTING CULVERT LOCATED IN THAT AREA. PHASE III - IMPORTANT: GC TO COMPLETE ALL STEPS IDENTIFIED IN PHASE II PRIOR TO BEGINNING WORK IN PHASE III. PLEASE NOTE THAT THE INDIVIDUAL INLET CONTROLS AND FINAL STABILIZATION MEASURES ARE SHOWN IN THE INDIVIDUAL SITE PLANS AND IMPROVEMENT PLANS. 1. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 2. TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING /GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE. . 3. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 4. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 5. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 6. PREPARE SITE FOR PAVING IN NECESSARY AREAS. 7. PAVE SITE IN NECESSARY AREAS. 8. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP DETAILS. 9. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS, IF NECESSARY. IX. MAINTENANCE PROGRAM: 1. SILT FENCE SHALL BE INSPECTED AT THE END OF EACH DAY AND AFTER EACH RAINFALL. ANY REQUIRED REPAIRS OR REPLACEMENTS SHALL BE DONE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED BY HAND AFTER EACH RAINFALL AND AT ANY TIME DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 3. NO.AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN SEVEN (7) DAYS. 4. NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE, OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. 5. ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES. 6. MONITORING REPORTS WILL BE SUBMITTED TO THE CITY OF CHARLOTTESVILLE BY THE RESPONSIBLE LAND DISTURBER. X. STABILIZATION: TEMPORARY SEEDING WILL BE PROVIDED IN ACCORDANCE TO VESCH REQUIREMENTS THROUGHOUT CONSTRUCTION. FINAL SEEDING AND SODDING INSTALLATION PER THE SPECIFICATIONS OF THE LANDSCAPE PLAN WILL OCCUR ONCE THE SITE HAS BEEN FINAL GRADED AND THE IMPROVEMENTS ARE COMPLETE. XI. STORM WATER RUNOFF CONSIDERATIONS: THIS PLAN PROPOSES SEVERAL FACILITIES TO CONTROL THE STORMWATER FROM THE SITE IN THE ULTIMATE CONDITION. THESE INCLUDE THREE (3) UNDERGROUND DETENTION VAULTS, AS WELL AS (2) SWM PONDS. WITH THESE PROPOSED FACILITIES, THERE WILL BE A REDUCTION IN THE PEAK FLOW FROM THE SITE. XII. CALCULATIONS: CALCULATIONS FOR THE ULTIMATE WATER QUANTITY AND QUALITY CONTROL FOR THE DEVELOPMENT HAS BEEN PROVIDED. THESE INCLUDE THE QUANTITY AND QUALITY CALCULATIONS FOR ALL THREE (3) UNDERGROUND DETENTION VAULTS AS WELL AS THE OUTFALL CALCULATIONS. IN ADDITION, CALCULATIONS HAVE BEEN PROVIDED FOR (2) SWM /BMP PONDS, INCLUDING INFORMATION FOR THE INDIVIDUAL POND ROUTINGS AND OUTFALL COMPUTATIONS. XIII. OTHER IMPORTANT NOTES: 1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN HEREON THAT ARE DEEMED NECESSARY BY THE APPROVING AUTHORITY AND /OR SITE INSPECTOR. 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. 5. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND /OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT -OF -WAY. WATER TRUCKS SHALL BE UTILIZED IN THE EVENT THAT A PUBLIC WATER SOURCE IS NOT AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES. 7. THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN APPROVED EROSION AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING, SEDIMENT TRAPS, OR SEDIMENT FILTER BAGS. EROSION & SEDIMENT CONTROL NOTES 1. UNLESS OTHERWISE NOTED ALL VEGETATIVE AND EROS I ON AN D SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION). 2. FOR ADDITIONAL DETAILS AND SPECIFICATIONS NOT SHOWN HEREON, REFER TO THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 3. ALL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. 4. ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER, 5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON -SITE AT ALL TIMES. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT POSSIBLE FUTURE OFF -SITE CONTAMINATION. 7. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES DAILY. ANY DAMAGED CONTROLS SHALL BE REPAIRED OR REPLACED BY THE CLOSE OF EACH WORKING DAY. 8. THE CONTRACTOR MUST NOTIFY THE CITY ARBORIST OR LANDSCAPING SUPERVISOR PRIOR TO THE INSTALLATION OF ANY TREE PROTECTION OR PLANT MATERIAL. 9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN THOSE INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 10.THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND /OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT -OF -WAY. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE MEASURES NECESSARY TO ENSURE THAT ADJACENT STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES. 11. THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN APPROVED EROSION AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING, SEDIMENT TRAPS, OR SEDIMENT FILTER BAGS. 12.THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING SITE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO THE ADJACENT PROPERTIES. 13.ALL STORM AND SANITARY SEWER LINES, NOT IN STREETS, SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 14.ELECTRICAL POWER, GAS SUPPLY, AND TELEPHONE TRENCHES SHALL BE COMPACTED, SEEDED, AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 15.AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ANY BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS STABILIZED. 16.WORK WITHIN THE WEST MAIN STREET RIGHT -OF -WAY SHALL BE PERFORMED IN A MANNER SO AS TO LIMIT THE DISTURBANCE TO PUBLIC TRAFFIC INCLUDING PEDESTRIAN AND BICYCLE ACCESS. ALBEMARLE COUNTY GENERAL CONSTRUCTION MOTES FOR EROSION AND SEDIMENT CONTROL T9T A XTQ. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS �/R 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVE,D DESIGNATED BORROW AREA. 11.ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12.BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14.13ORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15.BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN ,MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17.TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19.MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21.THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.) 22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17- 207B.) r I HSG RATING ERODIBILITY NO. SOILS NAME SLOPE 21B CULPEPER FINE SANDY LOAM 2 -7% C MODERATE 21C CULPEPER FINE SANDY LOAM 7 -15% C SEVERE 39D HAZEL LOAM 15 -25% C ;,1. SEVERE 39E HAZEL LOAM 25 -45% C SEVERE 47C LOUISBURG SANDY LOAM 7 -15% B SEVERE 47D LOUISBURG SANDY LOAM 15 -25 B SEVERE 48E LOUISBURG STONY SANDY 25 -45% B SEVERE 76 RIVERVIEW LOAM 15 -25 B SLIGHT 77 REVIERVIEW- CHEWADA COMPLEX 25 -45% B SLIGHT 88 1 UDORTHENTS, LOAMY 25 -45% N/A VI. CRITICAL AREAS: THERE ARE SEVERAL CRITICAL AREAS ON THE SITE. SEVERAL WATER COURSES INCLUDING MOORE'S CREEK TRAVERSE THE SITE. WETLANDS AND MAPPED FLOODPLAINS EXIST ON THIS SITE. THE APPROPRIATE WETLAND DISTURBANCE PERMITS AND FEMA CONDITIONAL LETTER OF MAP REVISION HAVE BEEN APPLIED FOR AND ARE CURRENTLY BEING REVIEWED FOR APPROVAL BY THE CORP OF ENGINEERS AND FEMA. VII. EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING: 1. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02 A STABILIZED STONE PAN WITH WASH RACK AND FILER FABRIC UNDERLINER LOCATED AT THE LOCATION SHOWN ON THE E &S PLANS. 2. SILT FENCE - 3.05 A PROTECTIVE BARRIER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM LEAVING THE SITE. 3. SUPER SILT FENCE - N/A REINFORCED SILT FENCE TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM LEAVING THE SITE. 4. STORM DRAIN INLET PROTECTION - 3.07 A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. 5. OUTLET PROTECTION - 3.18 INSTALLATION OF RIP -RAP OR STILLING BASINS TO REDUCE EROSION FROM THE SCOURING AT OUTLETS AND REDUCE VELOCITIES. 6. PERMANENT SEEDING - 3.32 THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. ALL MATERIALS INDICATED ON THESE PLANS SHALL CONFORM TO THE SPECIFICATIONS AND INSTALLATION GUIDELINES SET FORTH IN THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK (LATEST EDITION), AND THE DETAILS AND SPECIFICATIONS SHOWN HEREIN. VIII. SEQUENCE OF CONSTRUCTION: PHASE II - IMPORTANT: GC TO COMPLETE ALL STEPS IDENTIFIED IN PHASE IA AND 1B PRIOR TO BEGINNING WORK IN PHASE II. 1. INSTALL STORM PIPE RUN E -1 TO E -2. 2. INSTALL INLET PROTECTION. 3. RELOCATE BAFFLE AND RISER STRUCTURE IN SEDIMENT BASIN #2, AND INSTALL TEMPORARY HDPE PIPE OUTFALL FROM RISER STRUCTURE OF SEDIMENT BASIN #2 TO STRUCTURE E2. OUTFALL PIPE TO RUN ALONG GRADE, AND BE RELOCATED VERTICALLY AS FILL MATERIAL IS INSTALLED IN LIFTS. 4. DEMO EXISTING 30" CMP OUTFALL PIPE OF SEDIMENT BASIN #2. 5. INSTALL STORM PIPE RUN H -1 TO H -5. 6. RELOCATE RISER AND OUTFALL OF SEDIMENT BASIN #1, AND TIE INTO STRUCTURE H -5. 7. INSTALL DIVERSION DIKE. 8. PLEASE NOTE, FOR SEDIMENT COLLECTION AREAS #2 AND #3: AS THE WALL CONSTRUCTION ALONG THE ROADWAY PROGRESSES AND FILL MATERIAL IS BROUGHT IN, VARIABLE SEDIMENT COLLECTION AREAS #2 AND #3 WILL RAISE VERTICALLY UNTIL THEY ARE JOINED WITH SEDIMENT BASIN #1. THE CONTRACTOR SHALL WORK WITH THE ALBEMARLE COUNTY SITE INSPECTOR TO MANAGE AND FILTER THE RUNOFF COLLECTED IN THESE AREAS. OPTIONS TO HANDLE THAT RUNOFF INCLUDE (BUT ARE NOT LIMITED TO): CONSTRUCTING A SEDIMENT TRAP THAT OUTFALLS TO STRUCTURE H -5, PUMPING TO SEDIMENT BASINS #1 OR #2, OR PUMPING TO SEDIMENT BAGS. IT SHOULD BE NOTED THAT THESE SEDIMENT COLLECTION AREAS WILL CONTINUE TO RAISE AS THE WALL IS CONSTRUCTED AND THE AREA BEHIND THE WALL IS ELEVATED. 9. PLEASE NOTE, FOR THE FILL DIVERSION AREA NOTED ON THE LANDFILL PARCEL, THE FILL DIVERSION AND SILT FENCE AT EACH END OF THE DIVERSION SHALL BE REESTABLISHED AT THE END OF EACH DAY WHERE FILL OPERATIONS HAVE TAKEN PLACE. THE SILT FENCE SHALL BE INSTALLED AT THE END OF EACH "CHANNEL" CREATED BY THE DIVERSIONS IN ACCORDANCE WITH THE DRAINAGEWAY INSTALLATION INSTRUCTIONS FOR SILT FENCE (VESCH 3.05) 10. INSTALL RIP RAP AND CULVERT INLET PROTECTION. 11. INSTALL VARIABLE SEDIMENT COLLECTION AREA #1, WHICH WILL OUTFALL INTO THE EXISTING CULVERT LOCATED IN THAT AREA. PHASE III - IMPORTANT: GC TO COMPLETE ALL STEPS IDENTIFIED IN PHASE II PRIOR TO BEGINNING WORK IN PHASE III. PLEASE NOTE THAT THE INDIVIDUAL INLET CONTROLS AND FINAL STABILIZATION MEASURES ARE SHOWN IN THE INDIVIDUAL SITE PLANS AND IMPROVEMENT PLANS. 1. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 2. TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING /GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE. . 3. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 4. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 5. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 6. PREPARE SITE FOR PAVING IN NECESSARY AREAS. 7. PAVE SITE IN NECESSARY AREAS. 8. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP DETAILS. 9. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS, IF NECESSARY. IX. MAINTENANCE PROGRAM: 1. SILT FENCE SHALL BE INSPECTED AT THE END OF EACH DAY AND AFTER EACH RAINFALL. ANY REQUIRED REPAIRS OR REPLACEMENTS SHALL BE DONE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED BY HAND AFTER EACH RAINFALL AND AT ANY TIME DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 3. NO.AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN SEVEN (7) DAYS. 4. NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE, OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. 5. ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES. 6. MONITORING REPORTS WILL BE SUBMITTED TO THE CITY OF CHARLOTTESVILLE BY THE RESPONSIBLE LAND DISTURBER. X. STABILIZATION: TEMPORARY SEEDING WILL BE PROVIDED IN ACCORDANCE TO VESCH REQUIREMENTS THROUGHOUT CONSTRUCTION. FINAL SEEDING AND SODDING INSTALLATION PER THE SPECIFICATIONS OF THE LANDSCAPE PLAN WILL OCCUR ONCE THE SITE HAS BEEN FINAL GRADED AND THE IMPROVEMENTS ARE COMPLETE. XI. STORM WATER RUNOFF CONSIDERATIONS: THIS PLAN PROPOSES SEVERAL FACILITIES TO CONTROL THE STORMWATER FROM THE SITE IN THE ULTIMATE CONDITION. THESE INCLUDE THREE (3) UNDERGROUND DETENTION VAULTS, AS WELL AS (2) SWM PONDS. WITH THESE PROPOSED FACILITIES, THERE WILL BE A REDUCTION IN THE PEAK FLOW FROM THE SITE. XII. CALCULATIONS: CALCULATIONS FOR THE ULTIMATE WATER QUANTITY AND QUALITY CONTROL FOR THE DEVELOPMENT HAS BEEN PROVIDED. THESE INCLUDE THE QUANTITY AND QUALITY CALCULATIONS FOR ALL THREE (3) UNDERGROUND DETENTION VAULTS AS WELL AS THE OUTFALL CALCULATIONS. IN ADDITION, CALCULATIONS HAVE BEEN PROVIDED FOR (2) SWM /BMP PONDS, INCLUDING INFORMATION FOR THE INDIVIDUAL POND ROUTINGS AND OUTFALL COMPUTATIONS. XIII. OTHER IMPORTANT NOTES: 1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN HEREON THAT ARE DEEMED NECESSARY BY THE APPROVING AUTHORITY AND /OR SITE INSPECTOR. 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. 5. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND /OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT -OF -WAY. WATER TRUCKS SHALL BE UTILIZED IN THE EVENT THAT A PUBLIC WATER SOURCE IS NOT AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES. 7. THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN APPROVED EROSION AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING, SEDIMENT TRAPS, OR SEDIMENT FILTER BAGS. EROSION & SEDIMENT CONTROL NOTES 1. UNLESS OTHERWISE NOTED ALL VEGETATIVE AND EROS I ON AN D SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION). 2. FOR ADDITIONAL DETAILS AND SPECIFICATIONS NOT SHOWN HEREON, REFER TO THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 3. ALL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. 4. ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER, 5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON -SITE AT ALL TIMES. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT POSSIBLE FUTURE OFF -SITE CONTAMINATION. 7. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES DAILY. ANY DAMAGED CONTROLS SHALL BE REPAIRED OR REPLACED BY THE CLOSE OF EACH WORKING DAY. 8. THE CONTRACTOR MUST NOTIFY THE CITY ARBORIST OR LANDSCAPING SUPERVISOR PRIOR TO THE INSTALLATION OF ANY TREE PROTECTION OR PLANT MATERIAL. 9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN THOSE INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 10.THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND /OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT -OF -WAY. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE MEASURES NECESSARY TO ENSURE THAT ADJACENT STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES. 11. THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN APPROVED EROSION AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING, SEDIMENT TRAPS, OR SEDIMENT FILTER BAGS. 12.THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING SITE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO THE ADJACENT PROPERTIES. 13.ALL STORM AND SANITARY SEWER LINES, NOT IN STREETS, SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 14.ELECTRICAL POWER, GAS SUPPLY, AND TELEPHONE TRENCHES SHALL BE COMPACTED, SEEDED, AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 15.AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ANY BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS STABILIZED. 16.WORK WITHIN THE WEST MAIN STREET RIGHT -OF -WAY SHALL BE PERFORMED IN A MANNER SO AS TO LIMIT THE DISTURBANCE TO PUBLIC TRAFFIC INCLUDING PEDESTRIAN AND BICYCLE ACCESS. ALBEMARLE COUNTY GENERAL CONSTRUCTION MOTES FOR EROSION AND SEDIMENT CONTROL T9T A XTQ. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS �/R 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVE,D DESIGNATED BORROW AREA. 11.ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12.BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14.13ORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15.BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN ,MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17.TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19.MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21.THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.) 22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17- 207B.) r I REV - COMMENT 2 O 1 5/15/14 PER COUNTY COMMENTS LL 2 10/01/14 0 DRH < < 0.. >0 _µ+_ PER COUNTY COMMENTS DRH Q , P�j Z .. O O J c Z U Z z 3 ¢ x . wo�ofgo r-§ w g ��WOf 0o" g W F O 0 0 -¢0 1 m F- fn �_, LL - F,o * w h W z n W �8 W O O § >. a z =H m �5 IiM4 p �: = z yy g1 w o+ U p 2dJ �6 0zYZ> z I- ZYOH 6 H 9 $� Z) a o mo=w tgQmUU ♦**+♦ i- 0 �@ E� Lk - z W 9 cn E, F a~ � a C7 a W � W w m ,` � z = -~y O g� w ' �0 � W z � .� 60 AF U P4 IQ m w ,� F, O 7� o m a Io y 2 E U tit - REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 800 - 245- 4848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1 -800- 282 -8555) Ij APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I.D.: _-Su 2 PROJECT: WPO FLAN e E &S PHASE II AND SWIG /BMP DESIGN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com TH Ok V DANIEL R. HINES y .p Lic. No. 043176 � �0 10/24/14 1(/, .cis G�, `��NAL " SHEET TITLE: EROSION AND SEDIMENT �L�Ol JL j, NARRATIVE SHEET NUMBER: 0 I STONE CONSTRUCTION ENTRANCE 3 2TE, CONSTRUCTION OF A SILT FENCE 3 OA5E, CONSTRUCTION OF A SILT FENCE 3.05-2 TE. SILT FENCE DROP INLET PLATE GRAVEL AND WIRE MESH DROP PLATE BLOCK AND GRAVEL DROP INLET PLATE. LL 75' MIN. EXISTING (WITH WIRE SUPPORT) (WITHOUT WIRE SUPPORT) PROTECTION INLET SEDIMENT FILTER SEDIMENT FILTER SE �za �_ PAVEMENT 2. EXCAVATE A 4"X 4" TRENCH o > i Ai U o n 3 5.1 1. SET POSTS AND EXCAVATE A 4 "X4" 2. STAPLE WIRE FENCING TO THE POSTS. 1. SET THE STAKES. TRENCH UPSLOPE ALONG THE LINE UPSLOPE ALONG THE LINE OF WIRE SCREEN CONCRETE BLOCK F t U w o ? w g o S OF POSTS. STAKES. 2 X 4" WOOD FRAME - �— 92 ' w a :� s 1 DROP INLET f z m or tr» 0, a o a'wix. WITH GRATE FILTER CLOTH Al MOUNTABLE BERM ,..,. , • � � 6" MIN. (OPTIONAL) � � � '-�- SIDE ELEVATION % j I � �i i , 1.5 MAX. FRAME ` LL ¢ Ro EXISTI G GROUND ( i / /� 1 _�� IIII /% ,�✓ S L � �/ l+p O U } a O IIII �� z 75' MIN. O ♦ d ¢ g WASHRACK f� I' 3' MIN. ���— W U Z 0 B (OPTIONAL) TMIN. / ( 1 _ / I - FLOW r r / V ��7 m } _Z5 (Y w / / - leap / I_ III —III 18" MIN. * —� Z r Y � r w GRAVEL (12 "MIN. DEPTH) n m z¢ z m m ® a' GATHER EXCESS _— uDi Q l U U � 4 * 10' MIN. � / — � 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT I �� AT CORNERS 12' MIN. EXISTING ///"' _ — i TO STAKES AND EXTEND THE EXCAVATED SOIL. V � �v �� RUNOFF WATER �` ~ • PAVEMENT FLOW — III I III I IT INTO THE TRENCH. vv WITH SEDIMENT 4 PERSPECTIVE VIEWS -�- T•.�;'•• • • •• ' w z ZVDOT #1 COURSE I POSITIVE DRAINAGE 10' MIN, 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE W, AGGREGATE B O SEDIMENT FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. / _ _ " ? — I GRAVEL *FILTER -_ 9 H U 1 # I TRAPPING DEVICE _ /� _ f'' `; r! / STAKE �Y1_- `� °•:. >P' I— C7 MUST EXTEND FULL WIDTH - *''' +•., — WIRE SCREEN Z Z F - IIII ,; », n IIII - Q ?., ' A ; W W O OF INGRESS AND EGRESS PLAN VIEW /� — — a'. _ OPERATION i' ✓ t` - "IIII— b �:� II III- FILTERED WATER F O U I_ FABRIC I I a'.: • ° 12' MIN. I i : I,. ,,,,,. f' FLOW - G! ° o' WIRE MESH OVERFLOW � o 11 SEDIMENT t., I FILTERED RUNOFF WATER lYi U E" PW 3" MIN. - ":,:. -III =III II �., WITH SEDIMENT Z „ 1 MIN. WATER Z W U _ = 3" MIN. II II SHEET FLOW INSTALLATION _ PERSPECTIVE VIEW " I :::........ a+ 0 Z 00 FILTER CLOTH SECTION A —A / j�((I- -£ _ FLOW ) ROP INLET ~ IIIII FLOW �- ELEVATION OF STAKE AND J wUac, WITH GATE � � g " " " �\ FABRIC ORIENTATION DETAIL A ? 6' -7" a EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SEDIMENT •.;: � ;, '..: �; :• I �'I II � REVISIONS SPECIFIC APPLICATION SPECIFIC APPLICATION SPECIFIC APPLICATION FILTER FABRIC POINTS A SHOULD BE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE REV DATE COMMENT BY INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT PER COUNTY _ _ HIGHER THAN POINT B. THAN 5 %) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND EXCESSIVE PONDING AROUND THE STRUCTURE. 1 5/15/14 COMMENTS DRH REINFORCED CONCRETE DRAIN SPACE -qIIIIIJ I WIRE I DRAINAGEWAY INSTALLATION EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT UNPROTECTED AREAS. I`/' — (FRONT ELEVATION) APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS 2 10/01/14 COMMENTS DRH SECTION B B IN STREET OR HIGHWAY MEDIANS. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. * GRAVEL SHALL BE VOOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: ADAPTED FROM INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR SOURCE: ADAPTED FROM INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR 3 10/23/14 PER COUNTY DRH SOURCE: ADAPTED FROM 1983 MARYLAND STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL, AND VA. DSWC SEDIMENT CONTROL, SHERWOOD & WYANT SEDIMENT CONTROL,VA. DSWC, SHERWOOD AND WYANT SOURCE: N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 1988 SOURCE: VA DSWC SOURCE: VA DSWC COMMENTS TABLE 3.31 -B TABLE 3.33 -A TABLE 3.33 -A (CONTINUED) TABLE 3.35-A CONSTRUCTION OPERATIONS PLATE gTE, FENCING AND ARMORING PLATE ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS RELATIVE T O THE LOCATION O F TEMPORARY DIVERSION DIKE TYPE OF SOD AVAILABLE IN VIRGINIA TYPE OF SOD AVAILABLE IN VIRGINIA AND RECOMMENDED USES ORGANIC MULCH MATERIALS AND APPLICATION RATES "QUICK REFERENCE FOR ALL REGIONS' AND RECOMMENDED USES Rate Tall Fescue: Adapted to the entire state. RATES. PROTECTED TREES Planting�ates Species 1 -. acre Kentucky Bluegrass: Adapted to the Northern Piedmont and Mountain MULCHES: NOTES: Regions. Individual varieties selected must make up not less than 10 %, nor Recommended Tall Fescue Varieties: Per Acre Per 1000 sq. ft. more than 35% of the total mixture on a weight basis. All varieties must be Straw or Hay 1� - 2 tons 70 - 90 lbs. Free from weeds and coarse Sept. 1 - Feb. 15 50150 Mix of certified. Selections can be made from Category I alone or various 90- 100% Amigo, Apache, Bonanza, Chieftain, Finelawn 5GL, (Minimum 2 matter. Must be anchored. Annual Ryegrass combinations of Categories I, II and III, as noted. Mesa, Rebel II, Shenandoah, 'Tribute tons for Spread with mulch blower Compacted Soil (Innual multi -floruml winter cover) or by hand. Recommended Kentucky Bluegrass Varieties Promisine Tall Fescues & 50- 100 at ory r Fiber Mulch Minimum 35 lbs. Do not use as mulch for s Cereal (Winter) Rye 65% - 160% A -34, Abbey, Aspen, Asset, Baron, Blacksburg, Certified Arriba, Austin, Avanti, Aztec, .Cochise, Crossfire, 15001bs. winter cover or during hot, 18" min. ! ! 1 (,Secale cereale) Bristol, Cheri, pChateau, Classic, Coventry, dry periods." Apply as DRIP LINE Eldorado, Hubbard 87, Jaguar II, Maverick 1I, Monarch, Olympic slurry. � I 1 ) I ' I I I I Georgetown, Glade, Haga, Julia, Liberty, Loft's U, Phoenix, Safari, Shortstop, Sundance, Taurus, Thoroughbred, ( [ ( i• ( ( -FLOW 1757, Merit, Midnight, Monopoly, Plush, Princeton Titan, Tradition, Vegas, Winchester, Wrangler Com Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4 -6" Feb. 16 -Apr. 30 Annual Ryegrass 60-100 104, Rugby, Suffolk, Victa lengths. Air- dried. Do not (Loliurn multi -flomm) 0 -10% Kentucky bluegrass: Baron, Cheri, Columbia, Apply • I I I I , Special use varieties. If used, must contain at least 65% use in fine turf areas. A 1 1 SNOW FENCE Catee —,ory II - p Monopoly, Nassau, Ram 1, Victa with mulch blower or by — May 1 - Aug 31 German Millet 50 Category I varieties hand. t (Setaria italics. Shade Tolerant Bermudagrass: Tufcote is adapted to the Richmond - Danville- Newport News Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- a / 4.5' min. s . triangle. Midiron may be used east of Roanoke and south of Charlottesville. dried. Treat with 12 lbs 10 -35% Bristol, Columbia, Georgetown, Glade, Midnight Tifgreen and Tifway may be used to the east and south of Richmond. Vamont nitrogen per ton. Do not +! 00 dx0 THE FOLLOWING STATES REQUIRE NOTIFICATION BY Source: Va. DSWC may be used east of Roanoke and at lower elevations in southwestern Virginia. use in fine turf areas. Apply EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO with mulch blower, chip < DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Low--Maintenance Tolerant ! Certified Midiron, TifgreenO, Tifway, Tifway II, Tufcote and Vamont handler, or by hand, : i I 00 (IN VIRGINIA, MARYLAND, AND DELAWARE 811) 10 -35 % Columbia, Georgetown, Monopoly, Ram I, Bark Chips 50 - 70 cu. 1 -2 cu. yds. Free of coarse matter. Air- t ( 1-800-245-4848) (PA 1- 800 - 242 -1776) Touchdown, Victa (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) or yds. dried. Do not use in fine � Zoysiagrass: This sod performs best in southeastern Virginia Shredded turf areas. Apply with BOARD FENCE r Category III - Promising Kentucky Bluegrass - Limited Bark mulch blower, chip handler, 00 CORD FENCE performance data or seed availability Meyer, Emerald or by hand. APPROVED FOR 10 -35% Dawn, Estate, Freedom, Kelly Note: Common Bermudagrass is not recommended for sod production. "When fiber mulch is the only available mulch during periods when straw a Q PLASTIC FENCE CONSTRUCTION 11 should be used, apply at a minimum rate of 2000 lbs. /ac. or 45 lbs. /1000 sq. ft. �o CORRECT METHODS OF TREE FENCING *'(continued) *' w Only recommended in southeastern Virginia, W SOURCE: VA. DSWC PLATE 3.09 1 PROJECT No.: V122001 3 1934 1 DRAWN BY: JLP /CBC Source: 1991 Virginia Turferass Variety Reco=endations, Virginia Crop Source: Va. DSWC fj�% �1 �t j ,� j� j CHECKED BY: DRH Improvement Association I lI AI 'l-.l RA.! k Y y�-,�i �, - ME RAP SCALE: AS NOTED CAD 1. D.: SD2 of j0 1" VPEIS(E" PROJECT: qty O j Q W PO ]PLAIN ° E&S ORnt AL VA€ilABIErt W cflalJlil� PHASE II AND Elm. . ' SWM /BM]P DESIGN 0 e7 CU. YU.fAGRE i C'�, YRitaAl#LF FOR TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING 5TH STREET SOURCE: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 SOURCE: VA DSWC �,�,�,�,� ®� PLATE PLATE PLATE PLATE 67 CU. YD /ACK GRAVEL CURB INLET SEDIMENT 3.07_6 CURB INLET PROTECTION WITH 3.07_7 ROCK CHECK DAM 3.20_1 TYPICAL TREATMENT -2 SOIL 3.36_4 (EXCAVATED) V MAX. CO � FILTER 2—INCH 4—INCH WOODEN WEIR STABILIZATION MATTING F�I�1 CLOTH ORIGINAL CONSTRUCTION -3' SMI 2k A5 L1,�LT TOP cRO� a ` �' ' EXi'51ING INSTALLATION • sEe PLATE 3.1;�- L ct7E AIEGATEr� .CLASS s RiARAP L ®CATION OF SITE —� GRAVEL * 6' MAXIMUM SPACING 2 ACRES OR LESS OF DRAINAGE AREA: NORTH OF 1 -64 BETWEEN -• - -pp OF 2" X 4' SPACERS J I SOIL STABLLIZARON MATTING SHALL BE USED IN {� t {�} {- OUTLET 4 4 5TH STREET AND �\ e + CONJUNCTION WITHR IPRAPAT OUTLET END OFPIPE CROSS SECTION OF OUTL..ET AVON STREET EXTENDED " M_�" FtiiPi.:�i� F}Ci?`.t��..GAI=`� #�xG,i °=: 2 X 4 ANCHORS EMERGENCY OVERFLOW 3, 4 � v� SCOTTSVILLE MAGISTERIAL PROFILE, '— -- -' ••:,- , �.• , FILTER CLOTH � � \ � � � \ \ \ U Cuss z RiPRAJP ALBEMARLE COUNTY VA (OPTIONAL) \ \ �,._. i.EA41H (IN FEET) - ' 7(3' M111`di, f 6: X DRAINAGE AREA _ � (rlI AC:) STQN (DOWNSTREAM VIE) /' �,ONi ;T`x�il'CJIO(N ASPHALT - W , ONER51dWN A`- S /1rt(, �t u PERSPECTIVE VIEW ,z — DIKE B O H L E R ACCESS r1A5Hit 14 /� / t / VDOT #1 COARSE \� �r ' � ` E N G I N E E R I N G y if AGGREGATE T i Y ENTRENCH EDGES 1 EXISTING / f OF MATERIAL 6 2r OF 2/ PfattFEl.T- FLOW �'I 3' \ .r .'. _- / d 28 BLACKWELL PARK LANE, SUITE 201 I I h._ `� WARRENTON, VIRGINIA 20186 Zr 2" X 4" WEIR / `� - ` Phone: (540) 349 -4500 ' I GRAVEL" FILTER 12" III- , `��: `� _' RUNOFF WATER WIRE MESH 2" X 4" SPACER SAND BAG OR CHECK SLOTS TO BE -I I .'' -I I I - ' �rl" Fax: (540) 349 -0321 WITH SEDIMENT 2' MINIMUM LENGTH ALTERNATE WEIGHT CONSTRUCTED AS PER 5' `�.:" r, _ ,`}.,.- ;aCt ITIVF �r =J 1q> m FILTERED WATER OF 2' X 4° - MANFACTURERS f WWWBohlerEngineering.com �1,�"I�IN EXTEND. SAi~l�L.l bESS �--- >, 1� s m F :.........::.:: , :. 2-10 ACRES OF DRAINAGE AREA. pp�I l z /' C}P" lN(af3�`a AND EGFd?w.caa> TRAPPING !� _N ,o,. •.c :. RECOMMENDATIONS IN�� ,�' � � '}``,�• � ��.,_,., ��'`,.,:._., D50C " 4' � «. 11'ERAIIrJ r. ;'"fir" e _ 2 X 4 WEIR t~OARS£ AGGR£GA1E `- o TRANSVERSE CLOSEDf GRAVEL * " CHECK SLOT E}(OAVATED FILTER CLOTH A13EA II I o. •o - FLOW FF 1, �. - - A Q' _ 2° X 4" SPACER FILTER CLOTH 3' ` --r�rtrly L)IXr'llllAE o~ SIDE ELEVATION " UPSTREAM AND v DANIEL R. HINES ITt3 SUAVENT SEDIMENT IIIII I a : A ' WIRE MESH (OPTIONAL) iI L I vls l FLOW - DOWNSTREAM TERMINAL COARSE AGGREGATE SHALL E OT 13, 357 is L' N 043176 9. CONCRETE GUTTER ' ' 12° CURB INLET INLET (DOWNSTREAM VIEW) s" =a:' OUTLET (PERSPECTIVE ''VIEW r -II TO PIPE VDOT 1 COARSE t 10/24/14 FIL TIEti CLOTH � ;,. SECTION A—•A SPECIFIC APPLICATION AGGREGATE ",. `i•' // s`s�ON_AI.E�� SPECIFIC APPLICATION >7 f'i I fi6iilUll `VYatct tap of 1 i11C'fl juitst l.Te hi tulle(! with iI 1ilillllliluil I iucf1 balicool� THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE THIS METHOD OF INLET PROTECTION IS APPLICABLE TO CURB INLETS I FLOW zy 3' /// � SQ1llI CAA Va. DSWC P late 3° 13- l WHERE A STURDY, COMPACT INSTALLATION IS DESIRED. EMERGENCY I TRANSVERSE OPEN '� SHEET TITLE: PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE lltlt iif tFi�itrr tll�t31 �a1g a w as I ilo�� y�7iil � clianleter oil. ullchte. f+nl acieclua(e OVERFLOW CAPABILITIES ARE MINIMAL, SO EXPECT SIGNIFICANT CHECK St Or OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. '~C1118' 'at p1 spree rill 3VBtef ujusq be ept- lie.(I -,I v fIoj I tilt; elatrance to all PONDING WITH THIS MEASURE. ER ®SI®N AND apprgveC) settf q ato to Se(wliellt ,liafl be ptevelk(( ii'Clill *GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE, CLASS RIPRAP / /�� altd llLg StO1,1l1 (4 -'A)s' (litclle3 of NVfltercollfse:�. * GRAVEL SHALL BE VOOT COARSE AGGREGATE #3, #357 OR #5 SEDIMENT PAV I ED WASH RACK SOURCE: VA DSWC SOURCE: USDA SCS SOURCE: VA DSWC SOURCE: VDOT ROAD AND BRIDGE STANDARDS CONTR0L NO SCALE DETAILS SHEET NUMBER: A NO • • GENERAL TE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN LL® YEAR STORM ORM ° O `lJ JL FALL STRUCTURE COAL P UTA JL IONS STRUCTURE DRAINAGE RUN -OFF "CA-4 INLET RAIN RUNOFF INVERT LENGTH SLOPE MANNING'S DIAMETER CAPACITY VELOCITY FLOW REMARKS SIZE D AREA CIDER APRON WIDTH TIME FALL "Q" ELEVATIONS ft/sec. f ft. f "n" VALUE ft, f ft. TIME =La = (ACRES) =d50 = = d50 *1.5 *1.5 = =3 *DO = =DO +La 7 From To "A" "C" Increment Accumulated Min. In. /Hr. C.F.S. Upper End Lower End Feet Feet/Feet LA 1 0 Inches C.F.S. F.P.S. Seconds 11.50 _ C1- 1 18'' . .1;29 1 10. 9 9.05 C CLASS I 0 0.50 � �1.1 _ - - 4.50 - 1 VA U LT /1 86.3 4 0.035 0.013 24 f K �.4.4�. 0 ` 394.00 3 1 0 9 0 2, 8 4 1 2.1 1 1 7.13 !Flow' #Tom Vault A4 A3 14.41 379.08 369.25 90.09 0.109 0.013 24 74.76 17.78 5.07 ;< A3 A2 s. , .: ..::': :: � .... 1 41 4. 36 9.00 366:50 165. 37 0 015 0 013 24 2 7.83 8.86 18.6 7 A2 Al 14.41 366.25 366.00 15.00 0.017 0.013 24 29.22 9.14 1.64 - - -- - - - -- - - -- - - - - -- -- -- --- - -_- -- Vault B - -- -- - - - - - - - -- -- - -- - �m-r- H-6 H-5 14.36 39150 390.25 125.31 0.010 _ 0 013 _ _ 24 22 60 - 7 53 16.64 - Flow from Vault _ _ 14.36 390.00 389.09 90 49 0.010 0.013 24 '22.69 7.56 11.97 - H 2 - H 1 1 6 4.3 6.0 36 0 362. 00 7 .60 5 0.053 0.013 24 52. 06 13 .76 5. 50 VAULT C E -3 E -2 31.82 395.00 391.00 184.69 0.022 0.013 24 33.31 12.07 15.31 Flow from Vault E 2 mT E -1 31.82 8 38 2 81 380 00 10J 09 0 026 ` 0 013 24 36. 32 13 02 8 3$ LA DFILL POND N _. -_ - -- _. __ - _ - 4(7 $ 5 -' 399,00 -- 128 5 0 072 - U .013 ------ - 18 -___ -- -- 2821 - - - - - .97 .- �17 -- 8.44 low from P A - F o o d Ad f n w C 3 C 2 :<, -_. 0.08-,,, � 0 9_ 7 ;. -OA _ _ O U + -- - 7 90 - _ - 5 86 - 2 60 4 C -2 C -1 0.08 _ 0.90 __.. 0.07 _� _ _- 0.22u _ 8.40 5.73 _ J25.04 - _ _.Z 371.00 369.00 ._ 30.75 0.065 _?:,_____ 0.013 18 -- 26.77 17.20 8.52 RIP-RAP CALCULATIONS (Tw < 0.5 DIAMETER) OUTFALL P PIPE D DISCHARGE A APRON V VELOCITY R RIPRAP S STONE A APRON U UPSTREAM D DOWNSTREAM STRUCTURE D DIAMETER L LENGTH C CLASS S SIZE D DEPTH A APRON WIDTH A APRON WIDTH in. f ft3 /sec. f ft. f ft/sec. f ft. f ft. f ft, f ft. =DO = =La = =d50 = = d50 *1.5 *1.5 = =3 *DO = =DO +La 7 0' 0 '. , 1 1.1 4 4.50 ' '11.50' m. 18 7 77 777�� r rt - 0 1 12.66: ' ` L LA 1 0 11.50 _ C1- 1 18'' . .1;29 1 10. 9 9.05 C CLASS I 0 0.50 � �1.1 _ - - 4.50 - 1 CLASS] I ` 06U 1 4 6.00 19.00 El, 24 28.49 17 S - - - - - - 1 T O 1 1 .0 H1 .24 19:18 13 '. 1 .71 CLASS ! ' 0,5 6 0 15. 00 4 12 6 TCLAS ' 50 1 1 75 11.25 10 S I 0. 3 1 - -- -.. - - -- _.T .. - 7-- 8.12 CLASS 1 0:'50: 1.1 6.00 15.UQ GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE {E SPECIFICATIONS ORAPPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD 'RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT ;EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS ANC FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. TYPICAL ORIENTATION OF PLATE 1 TYPICAL TREATMENT -2 SOIL TREATMENT - 1 STABILIZATION MATTING (SOIL STABILIZATION BLANKET) INSTALLATION SOIL STAB /LIZATION MAT77NG SHALL BE USED IN SHALLOW CONJUNCTION WITH RIPRAP AT OUTLET END OF PIPE SLOPE ,,, ' 1 ON SHALLOW SLOPES, STRIPS OF �1 ` \ \ \ / / Z5 *T NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE \ SLOPE. �Z BERM WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM. -1 ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING MATERAL DOWN TO A LEVEL AREA BEFORE 4' TERMINATING TURN THE END HE INSTALLATION I UNDER 4" AND STAPLE AI I 2" INTERVALS. IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE PLATE 3.36 -4 ENTRENCH EDGES OF MATERIAL 6" CHECK SLOTS TO BE -I 11 =, , I I I I _ I I CONSTRUCTED AS PER 5' RECOM MENDEND RS 1' -2' RECOMATIONS TRANSVERSE Tl7AN CLOSED CHECK slor FLOW ' UPSTREAM AN FLOW1 -21/ DOWNSTREAM TERMINAL TRANSVERSE OPEN CHECK SLOT SOURCE: PLATE ' TYPICAL TREATMENT - 1 3,36 -2 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA 2" ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS OF MATERIAL ROLL. ANCHOR SLOTS JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12" 12" MAX. 4:1 OR FLATTER 6" MAX. STEEPER THAN 4:1 _ I I--- JUNCTION SLOT EDGE AND END JOINTS II I 1 11 I I I I TO Y A BE SNUGLY BUTTED CHECK SLOT I I OLD ( TERMINAL F JUTE MESH WILL HAVE STAPLED LAP JO /N7 IN I I 1 I 1 LAP M2 NT 0 / " /N. LIEU OF. EDGE ✓0 /NT J I I A JUTE MESH ONLY TAMP F /RMLY ( i l -ANCHOR SLOT 5" MAX 4:l OR FLATTER I I I 3' MAX. STEEPER THAN 4 :1 1 I I V. I 1 s 12' I I I I I I I 2" TAMP FIRMLY � CHECK SLOT r - T 6" TO 12" 6" TO STAPLE FORM 8' STAPLE MG 6" STAPLE MI ,UNCTION SLOT TAMP 2" 12" FIRMLY 6" TO 12" CHECK SLOT I I I I I' TO 2" I I I I I I I I I I I VAR. VAR PLAN VIEW STAPLING DIAGRAM `D FROM NO. 1I STEEL KRE ` CHECK SLOTS AT MIN. V. LENGTH FOR SANDY SOIL. 50 C -C INTERVALS; V. LENGTH FOR OTHER SOIL. NOT REQ. D WITH ALL COMBINATION' BLANKL TERMINAL FOLD TAMP FIRMLY 2" UKUL: VUUI KUAU ANU UNILI L JIANUAKUJ TYPICAL TREATMENT -2 SOIL STABILIZATION MATTING SLOPE INSTALLATION FILL SLOPE SECTION SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS G - . v TOE MAINTAIN SLOPE ANGLE SLOPE LINING WET SLOPE TREATMENT - 2 -� POLYPROPELYENE NON -WOVEN NEEDLE PUNCHED GEOTEXT /LE FILTER CLOTH (BEHIND TREATMENT - �0- SOIL v J F DIRT SHALL BE TAMPERED PRIOR TO LAYING TOP LAP OVER BERM TRENCH INTO BERM AND PROGRESS DOWNSLORE SLOPE LINING TOP OF CUT SLOPE ABOVE 2 CLOTH 4 AB UIFIER) TREATMENT - 2 FILTER WATER (AQ S% MI - BOTTOM OF FILL, SLOPE -- PLATE 3.36 -5 NOTE. SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT GRASS AND STICKS MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. 2 PLAE DRY SLOPE `€ BOTTOM OF CUT SLOPE 4' OR SHOULDER BOTTOM OF CUT SLOPE BREAK POINT SOURCE: VDOT ROAD AND BRIDGE STANDARDS CULVERT INLET SEDIMENT TRAP PLATE i CLASS I IP RAP I RIPRAP HEADWALL INVERT PIPE / i � Ill I II II I I I,I I11 #SEDIMENT STORAGE VDOT #3, #357, OR #5 RAGE AREA i �j COARSE AGGREGATE STORAGE REQUIREMENTS EQUIVALENT I \ TO THAT OF TEMPORARY SEDIMENT TRAP, STD. & SPEC. 3.13 67 C.Y. /ACRE WET STORA.CE (BELOW PERSPECTIVE VIEW BASE OF STONE) 67 C.Y. /ACRE DRY STORAGE (BASE PIPE INVERT NATURAL GROUND OF STONE TO TOP OF STONE BERM) RIPRAP HEADWALL AREAS TO BE DISTURBED (CUT, FILLED, ETC.) Pinw 3' FLOW .� CLASS I RIPRAP VDOT #3, #357, OR #5 COARSE AGGREGATE MAX. SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AREA ELEVATION SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION STAKES, STAPLES, AND PINS FOR 3.367 3 INSTALLATION OF TREATMENT -2 E el SOIL STABILIZATION MATTING 3 -1 4" / 2" D/A, WASHER 18" 10" MIN. J116- DA. / 16 1" ST EE1 PIN STAKE PIN - 11 GAUGE S l EE L 6"x1 "x6' STAPLE STAPLE 1 / 1x4 TRIANGULAR SURV EY S TAKE - MINIMUM M 10" IN LENGTH. PLACEMENT OF THE STAKE ACROSS THE FLOW OF THE WATER 1S THOUGHT TO PROVIDE A PINBALL EFFECT" TO HELP • SLOW THE VELOCITY. 2) 11 GAUGE STEEL - MINIMUM 1 "WIDE BY 6" IN LENGTH STEEL STAPLE - 2x8" STAPLE MAY BE REQUIRED /N CERTAIN SOIL CONDITIONS 3) STEEL PINS - 3116 DIAMETER STEEL P/N BY 18" IN LENGTH WITH A 2" DIAMETER WASHER ON TOP. (SEE ILLUSTRATION) SOURCE: PRODUCT LITERATURE FROM GREENSTREAK, INC. GENERAL STAPLE PATTERN GUIDE 3.36-T 367 g AND RECOMENDATIONS FOR TREATMENT -2 (SOIL STABILIZATION MATTING) i'- 4'- "i-4'~i '�i 0 4` '{ � 20„ � a N ZzW 23�^ \U � s 4 O O O '3 .max 0 0 x a 4 O � � U N W U Q� s O h O h O h O h 0 on o N, N O h n h h N O �NNNN., .�.�., r�v�Nt 0 1 Q 6`-1 0 W Q H SOURCE: PRODUCT LITERATURE FROM NORTH AMERICAN GREEN CULVERT INLET SEDIMENT TRAP 3 PLATE 3 (ALTERNATIVE DESIGN) BLOCK "CATCH BASIN" / SEDIMENT STORAGE FLOW #BRICKS' CULVERT PIPE- - ,- ' ALL DLOCKSAND BRICKS GALVANIZED HARDWARE -� - MORTARED SIMILAR TO CLOTH W/ 1/2" GRID BUILDING FOUNDATION PERSPECTIVE VIEW GALVANIZED HARDWARE CLOTH COURSE OF BLOCK LAID SIDEWAYS 1/2" X 1/2" GRID ON 3 SIDES OF CATCH BASIN FLOW _ 1' fREEBOAR FLOOD STORAGE ZONE - =1' 1 1 1 1 1 1 1 1 1 1 1 1 1 0 ■ ® FLOW _ CULVERT 67 C.Y. /ACRE WET PIPE SORAGE (BELOW �- BASE VDOT #3 COARSE AGGREGATE \- OF STONE) CONCRETE FOOTING PAD (MIN. 4" THICK) 67 C.Y. /ACRE DRY STORAGE (ABOVE BASE,OF STONE TO VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TOP OF STONE BERM) LAID AGAINST HARDWARE CLOTH (1.5:1 MAX. SLOPE) CROSS SECTION THROUGH "CATCH BASIN" SOURCE: VA DSWC Z , O J Q LL ^J W O cv Th aw ❑��OOa �w Z � ~xJ U Wo�wgo �S O z mF -v)3LL a gy U �a cD �o a N U W U o 0ZYZ> �o CD z w r x o� 0 o Z U Y F- x J H � z az 0QISUU I� N ♦ N O �a 0 V cn zao W � C'� 0 Tz H z a H H cn z �1 U a 1--� N 1� z W �o s W U)� a� W Z o N c4 C7 O U X O U LL�a <Yi 0 r H wo z a 8� 12 1 z 0 o � /F'pz7' U a z - a �m t� U w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 10/01/14 PER COUNTY DRH COMMENTS 3 10/23/14 PER COUNTY DRH COMMENTS THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE N THE STATE. IN VIRGINIA, MARYLAND AND DELAWARE 81 1 (WV 1- 800 - 245 -4848) (PA 1- 800 - 242 -1778) (VA 1-800-552-7001) (MO 1- 800 - 257- 7777) (DE 1-800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13713 SCALE: AS NOTED CAD I.D.: SD2 PROJ�E�CT: 7 g�7PHAS�' II AND i'9' M/BMP DESIGN FOR 5TH SSTREET STATION I;OCATION OF SIDE NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www "BohlerEngineering.com 1 � V DANIEL R. HINES y .p Lic. No. 043176 � 10/24/14 SS�ONAL SHEET TITLE: ° JLsd..S DETAILS AILS AND S JL ORM COMPUTATIONS TOD SHEET NUMBER: GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE {E SPECIFICATIONS ORAPPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD 'RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT ;EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS ANC FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. TYPICAL ORIENTATION OF PLATE 1 TYPICAL TREATMENT -2 SOIL TREATMENT - 1 STABILIZATION MATTING (SOIL STABILIZATION BLANKET) INSTALLATION SOIL STAB /LIZATION MAT77NG SHALL BE USED IN SHALLOW CONJUNCTION WITH RIPRAP AT OUTLET END OF PIPE SLOPE ,,, ' 1 ON SHALLOW SLOPES, STRIPS OF �1 ` \ \ \ / / Z5 *T NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE \ SLOPE. �Z BERM WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM. -1 ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING MATERAL DOWN TO A LEVEL AREA BEFORE 4' TERMINATING TURN THE END HE INSTALLATION I UNDER 4" AND STAPLE AI I 2" INTERVALS. IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE PLATE 3.36 -4 ENTRENCH EDGES OF MATERIAL 6" CHECK SLOTS TO BE -I 11 =, , I I I I _ I I CONSTRUCTED AS PER 5' RECOM MENDEND RS 1' -2' RECOMATIONS TRANSVERSE Tl7AN CLOSED CHECK slor FLOW ' UPSTREAM AN FLOW1 -21/ DOWNSTREAM TERMINAL TRANSVERSE OPEN CHECK SLOT SOURCE: PLATE ' TYPICAL TREATMENT - 1 3,36 -2 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA 2" ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS OF MATERIAL ROLL. ANCHOR SLOTS JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12" 12" MAX. 4:1 OR FLATTER 6" MAX. STEEPER THAN 4:1 _ I I--- JUNCTION SLOT EDGE AND END JOINTS II I 1 11 I I I I TO Y A BE SNUGLY BUTTED CHECK SLOT I I OLD ( TERMINAL F JUTE MESH WILL HAVE STAPLED LAP JO /N7 IN I I 1 I 1 LAP M2 NT 0 / " /N. LIEU OF. EDGE ✓0 /NT J I I A JUTE MESH ONLY TAMP F /RMLY ( i l -ANCHOR SLOT 5" MAX 4:l OR FLATTER I I I 3' MAX. STEEPER THAN 4 :1 1 I I V. I 1 s 12' I I I I I I I 2" TAMP FIRMLY � CHECK SLOT r - T 6" TO 12" 6" TO STAPLE FORM 8' STAPLE MG 6" STAPLE MI ,UNCTION SLOT TAMP 2" 12" FIRMLY 6" TO 12" CHECK SLOT I I I I I' TO 2" I I I I I I I I I I I VAR. VAR PLAN VIEW STAPLING DIAGRAM `D FROM NO. 1I STEEL KRE ` CHECK SLOTS AT MIN. V. LENGTH FOR SANDY SOIL. 50 C -C INTERVALS; V. LENGTH FOR OTHER SOIL. NOT REQ. D WITH ALL COMBINATION' BLANKL TERMINAL FOLD TAMP FIRMLY 2" UKUL: VUUI KUAU ANU UNILI L JIANUAKUJ TYPICAL TREATMENT -2 SOIL STABILIZATION MATTING SLOPE INSTALLATION FILL SLOPE SECTION SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS G - . v TOE MAINTAIN SLOPE ANGLE SLOPE LINING WET SLOPE TREATMENT - 2 -� POLYPROPELYENE NON -WOVEN NEEDLE PUNCHED GEOTEXT /LE FILTER CLOTH (BEHIND TREATMENT - �0- SOIL v J F DIRT SHALL BE TAMPERED PRIOR TO LAYING TOP LAP OVER BERM TRENCH INTO BERM AND PROGRESS DOWNSLORE SLOPE LINING TOP OF CUT SLOPE ABOVE 2 CLOTH 4 AB UIFIER) TREATMENT - 2 FILTER WATER (AQ S% MI - BOTTOM OF FILL, SLOPE -- PLATE 3.36 -5 NOTE. SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT GRASS AND STICKS MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. 2 PLAE DRY SLOPE `€ BOTTOM OF CUT SLOPE 4' OR SHOULDER BOTTOM OF CUT SLOPE BREAK POINT SOURCE: VDOT ROAD AND BRIDGE STANDARDS CULVERT INLET SEDIMENT TRAP PLATE i CLASS I IP RAP I RIPRAP HEADWALL INVERT PIPE / i � Ill I II II I I I,I I11 #SEDIMENT STORAGE VDOT #3, #357, OR #5 RAGE AREA i �j COARSE AGGREGATE STORAGE REQUIREMENTS EQUIVALENT I \ TO THAT OF TEMPORARY SEDIMENT TRAP, STD. & SPEC. 3.13 67 C.Y. /ACRE WET STORA.CE (BELOW PERSPECTIVE VIEW BASE OF STONE) 67 C.Y. /ACRE DRY STORAGE (BASE PIPE INVERT NATURAL GROUND OF STONE TO TOP OF STONE BERM) RIPRAP HEADWALL AREAS TO BE DISTURBED (CUT, FILLED, ETC.) Pinw 3' FLOW .� CLASS I RIPRAP VDOT #3, #357, OR #5 COARSE AGGREGATE MAX. SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AREA ELEVATION SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION STAKES, STAPLES, AND PINS FOR 3.367 3 INSTALLATION OF TREATMENT -2 E el SOIL STABILIZATION MATTING 3 -1 4" / 2" D/A, WASHER 18" 10" MIN. J116- DA. / 16 1" ST EE1 PIN STAKE PIN - 11 GAUGE S l EE L 6"x1 "x6' STAPLE STAPLE 1 / 1x4 TRIANGULAR SURV EY S TAKE - MINIMUM M 10" IN LENGTH. PLACEMENT OF THE STAKE ACROSS THE FLOW OF THE WATER 1S THOUGHT TO PROVIDE A PINBALL EFFECT" TO HELP • SLOW THE VELOCITY. 2) 11 GAUGE STEEL - MINIMUM 1 "WIDE BY 6" IN LENGTH STEEL STAPLE - 2x8" STAPLE MAY BE REQUIRED /N CERTAIN SOIL CONDITIONS 3) STEEL PINS - 3116 DIAMETER STEEL P/N BY 18" IN LENGTH WITH A 2" DIAMETER WASHER ON TOP. (SEE ILLUSTRATION) SOURCE: PRODUCT LITERATURE FROM GREENSTREAK, INC. GENERAL STAPLE PATTERN GUIDE 3.36-T 367 g AND RECOMENDATIONS FOR TREATMENT -2 (SOIL STABILIZATION MATTING) i'- 4'- "i-4'~i '�i 0 4` '{ � 20„ � a N ZzW 23�^ \U � s 4 O O O '3 .max 0 0 x a 4 O � � U N W U Q� s O h O h O h O h 0 on o N, N O h n h h N O �NNNN., .�.�., r�v�Nt 0 1 Q 6`-1 0 W Q H SOURCE: PRODUCT LITERATURE FROM NORTH AMERICAN GREEN CULVERT INLET SEDIMENT TRAP 3 PLATE 3 (ALTERNATIVE DESIGN) BLOCK "CATCH BASIN" / SEDIMENT STORAGE FLOW #BRICKS' CULVERT PIPE- - ,- ' ALL DLOCKSAND BRICKS GALVANIZED HARDWARE -� - MORTARED SIMILAR TO CLOTH W/ 1/2" GRID BUILDING FOUNDATION PERSPECTIVE VIEW GALVANIZED HARDWARE CLOTH COURSE OF BLOCK LAID SIDEWAYS 1/2" X 1/2" GRID ON 3 SIDES OF CATCH BASIN FLOW _ 1' fREEBOAR FLOOD STORAGE ZONE - =1' 1 1 1 1 1 1 1 1 1 1 1 1 1 0 ■ ® FLOW _ CULVERT 67 C.Y. /ACRE WET PIPE SORAGE (BELOW �- BASE VDOT #3 COARSE AGGREGATE \- OF STONE) CONCRETE FOOTING PAD (MIN. 4" THICK) 67 C.Y. /ACRE DRY STORAGE (ABOVE BASE,OF STONE TO VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TOP OF STONE BERM) LAID AGAINST HARDWARE CLOTH (1.5:1 MAX. SLOPE) CROSS SECTION THROUGH "CATCH BASIN" SOURCE: VA DSWC Z , O J Q LL ^J W O cv Th aw ❑��OOa �w Z � ~xJ U Wo�wgo �S O z mF -v)3LL a gy U �a cD �o a N U W U o 0ZYZ> �o CD z w r x o� 0 o Z U Y F- x J H � z az 0QISUU I� N ♦ N O �a 0 V cn zao W � C'� 0 Tz H z a H H cn z �1 U a 1--� N 1� z W �o s W U)� a� W Z o N c4 C7 O U X O U LL�a <Yi 0 r H wo z a 8� 12 1 z 0 o � /F'pz7' U a z - a �m t� U w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 10/01/14 PER COUNTY DRH COMMENTS 3 10/23/14 PER COUNTY DRH COMMENTS THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE N THE STATE. IN VIRGINIA, MARYLAND AND DELAWARE 81 1 (WV 1- 800 - 245 -4848) (PA 1- 800 - 242 -1778) (VA 1-800-552-7001) (MO 1- 800 - 257- 7777) (DE 1-800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13713 SCALE: AS NOTED CAD I.D.: SD2 PROJ�E�CT: 7 g�7PHAS�' II AND i'9' M/BMP DESIGN FOR 5TH SSTREET STATION I;OCATION OF SIDE NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www "BohlerEngineering.com 1 � V DANIEL R. HINES y .p Lic. No. 043176 � 10/24/14 SS�ONAL SHEET TITLE: ° JLsd..S DETAILS AILS AND S JL ORM COMPUTATIONS TOD SHEET NUMBER: SOURCE: PLATE ' TYPICAL TREATMENT - 1 3,36 -2 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA 2" ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS OF MATERIAL ROLL. ANCHOR SLOTS JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12" 12" MAX. 4:1 OR FLATTER 6" MAX. STEEPER THAN 4:1 _ I I--- JUNCTION SLOT EDGE AND END JOINTS II I 1 11 I I I I TO Y A BE SNUGLY BUTTED CHECK SLOT I I OLD ( TERMINAL F JUTE MESH WILL HAVE STAPLED LAP JO /N7 IN I I 1 I 1 LAP M2 NT 0 / " /N. LIEU OF. EDGE ✓0 /NT J I I A JUTE MESH ONLY TAMP F /RMLY ( i l -ANCHOR SLOT 5" MAX 4:l OR FLATTER I I I 3' MAX. STEEPER THAN 4 :1 1 I I V. I 1 s 12' I I I I I I I 2" TAMP FIRMLY � CHECK SLOT r - T 6" TO 12" 6" TO STAPLE FORM 8' STAPLE MG 6" STAPLE MI ,UNCTION SLOT TAMP 2" 12" FIRMLY 6" TO 12" CHECK SLOT I I I I I' TO 2" I I I I I I I I I I I VAR. VAR PLAN VIEW STAPLING DIAGRAM `D FROM NO. 1I STEEL KRE ` CHECK SLOTS AT MIN. V. LENGTH FOR SANDY SOIL. 50 C -C INTERVALS; V. LENGTH FOR OTHER SOIL. NOT REQ. D WITH ALL COMBINATION' BLANKL TERMINAL FOLD TAMP FIRMLY 2" UKUL: VUUI KUAU ANU UNILI L JIANUAKUJ TYPICAL TREATMENT -2 SOIL STABILIZATION MATTING SLOPE INSTALLATION FILL SLOPE SECTION SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS G - . v TOE MAINTAIN SLOPE ANGLE SLOPE LINING WET SLOPE TREATMENT - 2 -� POLYPROPELYENE NON -WOVEN NEEDLE PUNCHED GEOTEXT /LE FILTER CLOTH (BEHIND TREATMENT - �0- SOIL v J F DIRT SHALL BE TAMPERED PRIOR TO LAYING TOP LAP OVER BERM TRENCH INTO BERM AND PROGRESS DOWNSLORE SLOPE LINING TOP OF CUT SLOPE ABOVE 2 CLOTH 4 AB UIFIER) TREATMENT - 2 FILTER WATER (AQ S% MI - BOTTOM OF FILL, SLOPE -- PLATE 3.36 -5 NOTE. SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT GRASS AND STICKS MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. 2 PLAE DRY SLOPE `€ BOTTOM OF CUT SLOPE 4' OR SHOULDER BOTTOM OF CUT SLOPE BREAK POINT SOURCE: VDOT ROAD AND BRIDGE STANDARDS CULVERT INLET SEDIMENT TRAP PLATE i CLASS I IP RAP I RIPRAP HEADWALL INVERT PIPE / i � Ill I II II I I I,I I11 #SEDIMENT STORAGE VDOT #3, #357, OR #5 RAGE AREA i �j COARSE AGGREGATE STORAGE REQUIREMENTS EQUIVALENT I \ TO THAT OF TEMPORARY SEDIMENT TRAP, STD. & SPEC. 3.13 67 C.Y. /ACRE WET STORA.CE (BELOW PERSPECTIVE VIEW BASE OF STONE) 67 C.Y. /ACRE DRY STORAGE (BASE PIPE INVERT NATURAL GROUND OF STONE TO TOP OF STONE BERM) RIPRAP HEADWALL AREAS TO BE DISTURBED (CUT, FILLED, ETC.) Pinw 3' FLOW .� CLASS I RIPRAP VDOT #3, #357, OR #5 COARSE AGGREGATE MAX. SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AREA ELEVATION SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION STAKES, STAPLES, AND PINS FOR 3.367 3 INSTALLATION OF TREATMENT -2 E el SOIL STABILIZATION MATTING 3 -1 4" / 2" D/A, WASHER 18" 10" MIN. J116- DA. / 16 1" ST EE1 PIN STAKE PIN - 11 GAUGE S l EE L 6"x1 "x6' STAPLE STAPLE 1 / 1x4 TRIANGULAR SURV EY S TAKE - MINIMUM M 10" IN LENGTH. PLACEMENT OF THE STAKE ACROSS THE FLOW OF THE WATER 1S THOUGHT TO PROVIDE A PINBALL EFFECT" TO HELP • SLOW THE VELOCITY. 2) 11 GAUGE STEEL - MINIMUM 1 "WIDE BY 6" IN LENGTH STEEL STAPLE - 2x8" STAPLE MAY BE REQUIRED /N CERTAIN SOIL CONDITIONS 3) STEEL PINS - 3116 DIAMETER STEEL P/N BY 18" IN LENGTH WITH A 2" DIAMETER WASHER ON TOP. (SEE ILLUSTRATION) SOURCE: PRODUCT LITERATURE FROM GREENSTREAK, INC. GENERAL STAPLE PATTERN GUIDE 3.36-T 367 g AND RECOMENDATIONS FOR TREATMENT -2 (SOIL STABILIZATION MATTING) i'- 4'- "i-4'~i '�i 0 4` '{ � 20„ � a N ZzW 23�^ \U � s 4 O O O '3 .max 0 0 x a 4 O � � U N W U Q� s O h O h O h O h 0 on o N, N O h n h h N O �NNNN., .�.�., r�v�Nt 0 1 Q 6`-1 0 W Q H SOURCE: PRODUCT LITERATURE FROM NORTH AMERICAN GREEN CULVERT INLET SEDIMENT TRAP 3 PLATE 3 (ALTERNATIVE DESIGN) BLOCK "CATCH BASIN" / SEDIMENT STORAGE FLOW #BRICKS' CULVERT PIPE- - ,- ' ALL DLOCKSAND BRICKS GALVANIZED HARDWARE -� - MORTARED SIMILAR TO CLOTH W/ 1/2" GRID BUILDING FOUNDATION PERSPECTIVE VIEW GALVANIZED HARDWARE CLOTH COURSE OF BLOCK LAID SIDEWAYS 1/2" X 1/2" GRID ON 3 SIDES OF CATCH BASIN FLOW _ 1' fREEBOAR FLOOD STORAGE ZONE - =1' 1 1 1 1 1 1 1 1 1 1 1 1 1 0 ■ ® FLOW _ CULVERT 67 C.Y. /ACRE WET PIPE SORAGE (BELOW �- BASE VDOT #3 COARSE AGGREGATE \- OF STONE) CONCRETE FOOTING PAD (MIN. 4" THICK) 67 C.Y. /ACRE DRY STORAGE (ABOVE BASE,OF STONE TO VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TOP OF STONE BERM) LAID AGAINST HARDWARE CLOTH (1.5:1 MAX. SLOPE) CROSS SECTION THROUGH "CATCH BASIN" SOURCE: VA DSWC Z , O J Q LL ^J W O cv Th aw ❑��OOa �w Z � ~xJ U Wo�wgo �S O z mF -v)3LL a gy U �a cD �o a N U W U o 0ZYZ> �o CD z w r x o� 0 o Z U Y F- x J H � z az 0QISUU I� N ♦ N O �a 0 V cn zao W � C'� 0 Tz H z a H H cn z �1 U a 1--� N 1� z W �o s W U)� a� W Z o N c4 C7 O U X O U LL�a <Yi 0 r H wo z a 8� 12 1 z 0 o � /F'pz7' U a z - a �m t� U w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 10/01/14 PER COUNTY DRH COMMENTS 3 10/23/14 PER COUNTY DRH COMMENTS THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE N THE STATE. IN VIRGINIA, MARYLAND AND DELAWARE 81 1 (WV 1- 800 - 245 -4848) (PA 1- 800 - 242 -1778) (VA 1-800-552-7001) (MO 1- 800 - 257- 7777) (DE 1-800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13713 SCALE: AS NOTED CAD I.D.: SD2 PROJ�E�CT: 7 g�7PHAS�' II AND i'9' M/BMP DESIGN FOR 5TH SSTREET STATION I;OCATION OF SIDE NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www "BohlerEngineering.com 1 � V DANIEL R. HINES y .p Lic. No. 043176 � 10/24/14 SS�ONAL SHEET TITLE: ° JLsd..S DETAILS AILS AND S JL ORM COMPUTATIONS TOD SHEET NUMBER: 2" TAMP FIRMLY � CHECK SLOT r - T 6" TO 12" 6" TO STAPLE FORM 8' STAPLE MG 6" STAPLE MI ,UNCTION SLOT TAMP 2" 12" FIRMLY 6" TO 12" CHECK SLOT I I I I I' TO 2" I I I I I I I I I I I VAR. VAR PLAN VIEW STAPLING DIAGRAM `D FROM NO. 1I STEEL KRE ` CHECK SLOTS AT MIN. V. LENGTH FOR SANDY SOIL. 50 C -C INTERVALS; V. LENGTH FOR OTHER SOIL. NOT REQ. D WITH ALL COMBINATION' BLANKL TERMINAL FOLD TAMP FIRMLY 2" UKUL: VUUI KUAU ANU UNILI L JIANUAKUJ TYPICAL TREATMENT -2 SOIL STABILIZATION MATTING SLOPE INSTALLATION FILL SLOPE SECTION SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS G - . v TOE MAINTAIN SLOPE ANGLE SLOPE LINING WET SLOPE TREATMENT - 2 -� POLYPROPELYENE NON -WOVEN NEEDLE PUNCHED GEOTEXT /LE FILTER CLOTH (BEHIND TREATMENT - �0- SOIL v J F DIRT SHALL BE TAMPERED PRIOR TO LAYING TOP LAP OVER BERM TRENCH INTO BERM AND PROGRESS DOWNSLORE SLOPE LINING TOP OF CUT SLOPE ABOVE 2 CLOTH 4 AB UIFIER) TREATMENT - 2 FILTER WATER (AQ S% MI - BOTTOM OF FILL, SLOPE -- PLATE 3.36 -5 NOTE. SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT GRASS AND STICKS MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. 2 PLAE DRY SLOPE `€ BOTTOM OF CUT SLOPE 4' OR SHOULDER BOTTOM OF CUT SLOPE BREAK POINT SOURCE: VDOT ROAD AND BRIDGE STANDARDS CULVERT INLET SEDIMENT TRAP PLATE i CLASS I IP RAP I RIPRAP HEADWALL INVERT PIPE / i � Ill I II II I I I,I I11 #SEDIMENT STORAGE VDOT #3, #357, OR #5 RAGE AREA i �j COARSE AGGREGATE STORAGE REQUIREMENTS EQUIVALENT I \ TO THAT OF TEMPORARY SEDIMENT TRAP, STD. & SPEC. 3.13 67 C.Y. /ACRE WET STORA.CE (BELOW PERSPECTIVE VIEW BASE OF STONE) 67 C.Y. /ACRE DRY STORAGE (BASE PIPE INVERT NATURAL GROUND OF STONE TO TOP OF STONE BERM) RIPRAP HEADWALL AREAS TO BE DISTURBED (CUT, FILLED, ETC.) Pinw 3' FLOW .� CLASS I RIPRAP VDOT #3, #357, OR #5 COARSE AGGREGATE MAX. SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AREA ELEVATION SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION STAKES, STAPLES, AND PINS FOR 3.367 3 INSTALLATION OF TREATMENT -2 E el SOIL STABILIZATION MATTING 3 -1 4" / 2" D/A, WASHER 18" 10" MIN. J116- DA. / 16 1" ST EE1 PIN STAKE PIN - 11 GAUGE S l EE L 6"x1 "x6' STAPLE STAPLE 1 / 1x4 TRIANGULAR SURV EY S TAKE - MINIMUM M 10" IN LENGTH. PLACEMENT OF THE STAKE ACROSS THE FLOW OF THE WATER 1S THOUGHT TO PROVIDE A PINBALL EFFECT" TO HELP • SLOW THE VELOCITY. 2) 11 GAUGE STEEL - MINIMUM 1 "WIDE BY 6" IN LENGTH STEEL STAPLE - 2x8" STAPLE MAY BE REQUIRED /N CERTAIN SOIL CONDITIONS 3) STEEL PINS - 3116 DIAMETER STEEL P/N BY 18" IN LENGTH WITH A 2" DIAMETER WASHER ON TOP. (SEE ILLUSTRATION) SOURCE: PRODUCT LITERATURE FROM GREENSTREAK, INC. GENERAL STAPLE PATTERN GUIDE 3.36-T 367 g AND RECOMENDATIONS FOR TREATMENT -2 (SOIL STABILIZATION MATTING) i'- 4'- "i-4'~i '�i 0 4` '{ � 20„ � a N ZzW 23�^ \U � s 4 O O O '3 .max 0 0 x a 4 O � � U N W U Q� s O h O h O h O h 0 on o N, N O h n h h N O �NNNN., .�.�., r�v�Nt 0 1 Q 6`-1 0 W Q H SOURCE: PRODUCT LITERATURE FROM NORTH AMERICAN GREEN CULVERT INLET SEDIMENT TRAP 3 PLATE 3 (ALTERNATIVE DESIGN) BLOCK "CATCH BASIN" / SEDIMENT STORAGE FLOW #BRICKS' CULVERT PIPE- - ,- ' ALL DLOCKSAND BRICKS GALVANIZED HARDWARE -� - MORTARED SIMILAR TO CLOTH W/ 1/2" GRID BUILDING FOUNDATION PERSPECTIVE VIEW GALVANIZED HARDWARE CLOTH COURSE OF BLOCK LAID SIDEWAYS 1/2" X 1/2" GRID ON 3 SIDES OF CATCH BASIN FLOW _ 1' fREEBOAR FLOOD STORAGE ZONE - =1' 1 1 1 1 1 1 1 1 1 1 1 1 1 0 ■ ® FLOW _ CULVERT 67 C.Y. /ACRE WET PIPE SORAGE (BELOW �- BASE VDOT #3 COARSE AGGREGATE \- OF STONE) CONCRETE FOOTING PAD (MIN. 4" THICK) 67 C.Y. /ACRE DRY STORAGE (ABOVE BASE,OF STONE TO VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TOP OF STONE BERM) LAID AGAINST HARDWARE CLOTH (1.5:1 MAX. SLOPE) CROSS SECTION THROUGH "CATCH BASIN" SOURCE: VA DSWC Z , O J Q LL ^J W O cv Th aw ❑��OOa �w Z � ~xJ U Wo�wgo �S O z mF -v)3LL a gy U �a cD �o a N U W U o 0ZYZ> �o CD z w r x o� 0 o Z U Y F- x J H � z az 0QISUU I� N ♦ N O �a 0 V cn zao W � C'� 0 Tz H z a H H cn z �1 U a 1--� N 1� z W �o s W U)� a� W Z o N c4 C7 O U X O U LL�a <Yi 0 r H wo z a 8� 12 1 z 0 o � /F'pz7' U a z - a �m t� U w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 10/01/14 PER COUNTY DRH COMMENTS 3 10/23/14 PER COUNTY DRH COMMENTS THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE N THE STATE. IN VIRGINIA, MARYLAND AND DELAWARE 81 1 (WV 1- 800 - 245 -4848) (PA 1- 800 - 242 -1778) (VA 1-800-552-7001) (MO 1- 800 - 257- 7777) (DE 1-800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13713 SCALE: AS NOTED CAD I.D.: SD2 PROJ�E�CT: 7 g�7PHAS�' II AND i'9' M/BMP DESIGN FOR 5TH SSTREET STATION I;OCATION OF SIDE NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www "BohlerEngineering.com 1 � V DANIEL R. HINES y .p Lic. No. 043176 � 10/24/14 SS�ONAL SHEET TITLE: ° JLsd..S DETAILS AILS AND S JL ORM COMPUTATIONS TOD SHEET NUMBER: CLASS I RIPRAP VDOT #3, #357, OR #5 COARSE AGGREGATE MAX. SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AREA ELEVATION SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION STAKES, STAPLES, AND PINS FOR 3.367 3 INSTALLATION OF TREATMENT -2 E el SOIL STABILIZATION MATTING 3 -1 4" / 2" D/A, WASHER 18" 10" MIN. J116- DA. / 16 1" ST EE1 PIN STAKE PIN - 11 GAUGE S l EE L 6"x1 "x6' STAPLE STAPLE 1 / 1x4 TRIANGULAR SURV EY S TAKE - MINIMUM M 10" IN LENGTH. PLACEMENT OF THE STAKE ACROSS THE FLOW OF THE WATER 1S THOUGHT TO PROVIDE A PINBALL EFFECT" TO HELP • SLOW THE VELOCITY. 2) 11 GAUGE STEEL - MINIMUM 1 "WIDE BY 6" IN LENGTH STEEL STAPLE - 2x8" STAPLE MAY BE REQUIRED /N CERTAIN SOIL CONDITIONS 3) STEEL PINS - 3116 DIAMETER STEEL P/N BY 18" IN LENGTH WITH A 2" DIAMETER WASHER ON TOP. (SEE ILLUSTRATION) SOURCE: PRODUCT LITERATURE FROM GREENSTREAK, INC. GENERAL STAPLE PATTERN GUIDE 3.36-T 367 g AND RECOMENDATIONS FOR TREATMENT -2 (SOIL STABILIZATION MATTING) i'- 4'- "i-4'~i '�i 0 4` '{ � 20„ � a N ZzW 23�^ \U � s 4 O O O '3 .max 0 0 x a 4 O � � U N W U Q� s O h O h O h O h 0 on o N, N O h n h h N O �NNNN., .�.�., r�v�Nt 0 1 Q 6`-1 0 W Q H SOURCE: PRODUCT LITERATURE FROM NORTH AMERICAN GREEN CULVERT INLET SEDIMENT TRAP 3 PLATE 3 (ALTERNATIVE DESIGN) BLOCK "CATCH BASIN" / SEDIMENT STORAGE FLOW #BRICKS' CULVERT PIPE- - ,- ' ALL DLOCKSAND BRICKS GALVANIZED HARDWARE -� - MORTARED SIMILAR TO CLOTH W/ 1/2" GRID BUILDING FOUNDATION PERSPECTIVE VIEW GALVANIZED HARDWARE CLOTH COURSE OF BLOCK LAID SIDEWAYS 1/2" X 1/2" GRID ON 3 SIDES OF CATCH BASIN FLOW _ 1' fREEBOAR FLOOD STORAGE ZONE - =1' 1 1 1 1 1 1 1 1 1 1 1 1 1 0 ■ ® FLOW _ CULVERT 67 C.Y. /ACRE WET PIPE SORAGE (BELOW �- BASE VDOT #3 COARSE AGGREGATE \- OF STONE) CONCRETE FOOTING PAD (MIN. 4" THICK) 67 C.Y. /ACRE DRY STORAGE (ABOVE BASE,OF STONE TO VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TOP OF STONE BERM) LAID AGAINST HARDWARE CLOTH (1.5:1 MAX. SLOPE) CROSS SECTION THROUGH "CATCH BASIN" SOURCE: VA DSWC Z , O J Q LL ^J W O cv Th aw ❑��OOa �w Z � ~xJ U Wo�wgo �S O z mF -v)3LL a gy U �a cD �o a N U W U o 0ZYZ> �o CD z w r x o� 0 o Z U Y F- x J H � z az 0QISUU I� N ♦ N O �a 0 V cn zao W � C'� 0 Tz H z a H H cn z �1 U a 1--� N 1� z W �o s W U)� a� W Z o N c4 C7 O U X O U LL�a <Yi 0 r H wo z a 8� 12 1 z 0 o � /F'pz7' U a z - a �m t� U w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 10/01/14 PER COUNTY DRH COMMENTS 3 10/23/14 PER COUNTY DRH COMMENTS THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE N THE STATE. IN VIRGINIA, MARYLAND AND DELAWARE 81 1 (WV 1- 800 - 245 -4848) (PA 1- 800 - 242 -1778) (VA 1-800-552-7001) (MO 1- 800 - 257- 7777) (DE 1-800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13713 SCALE: AS NOTED CAD I.D.: SD2 PROJ�E�CT: 7 g�7PHAS�' II AND i'9' M/BMP DESIGN FOR 5TH SSTREET STATION I;OCATION OF SIDE NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www "BohlerEngineering.com 1 � V DANIEL R. HINES y .p Lic. No. 043176 � 10/24/14 SS�ONAL SHEET TITLE: ° JLsd..S DETAILS AILS AND S JL ORM COMPUTATIONS TOD SHEET NUMBER: s O h O h O h O h 0 on o N, N O h n h h N O �NNNN., .�.�., r�v�Nt 0 1 Q 6`-1 0 W Q H SOURCE: PRODUCT LITERATURE FROM NORTH AMERICAN GREEN CULVERT INLET SEDIMENT TRAP 3 PLATE 3 (ALTERNATIVE DESIGN) BLOCK "CATCH BASIN" / SEDIMENT STORAGE FLOW #BRICKS' CULVERT PIPE- - ,- ' ALL DLOCKSAND BRICKS GALVANIZED HARDWARE -� - MORTARED SIMILAR TO CLOTH W/ 1/2" GRID BUILDING FOUNDATION PERSPECTIVE VIEW GALVANIZED HARDWARE CLOTH COURSE OF BLOCK LAID SIDEWAYS 1/2" X 1/2" GRID ON 3 SIDES OF CATCH BASIN FLOW _ 1' fREEBOAR FLOOD STORAGE ZONE - =1' 1 1 1 1 1 1 1 1 1 1 1 1 1 0 ■ ® FLOW _ CULVERT 67 C.Y. /ACRE WET PIPE SORAGE (BELOW �- BASE VDOT #3 COARSE AGGREGATE \- OF STONE) CONCRETE FOOTING PAD (MIN. 4" THICK) 67 C.Y. /ACRE DRY STORAGE (ABOVE BASE,OF STONE TO VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TOP OF STONE BERM) LAID AGAINST HARDWARE CLOTH (1.5:1 MAX. SLOPE) CROSS SECTION THROUGH "CATCH BASIN" SOURCE: VA DSWC Z , O J Q LL ^J W O cv Th aw ❑��OOa �w Z � ~xJ U Wo�wgo �S O z mF -v)3LL a gy U �a cD �o a N U W U o 0ZYZ> �o CD z w r x o� 0 o Z U Y F- x J H � z az 0QISUU I� N ♦ N O �a 0 V cn zao W � C'� 0 Tz H z a H H cn z �1 U a 1--� N 1� z W �o s W U)� a� W Z o N c4 C7 O U X O U LL�a <Yi 0 r H wo z a 8� 12 1 z 0 o � /F'pz7' U a z - a �m t� U w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 10/01/14 PER COUNTY DRH COMMENTS 3 10/23/14 PER COUNTY DRH COMMENTS THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE N THE STATE. IN VIRGINIA, MARYLAND AND DELAWARE 81 1 (WV 1- 800 - 245 -4848) (PA 1- 800 - 242 -1778) (VA 1-800-552-7001) (MO 1- 800 - 257- 7777) (DE 1-800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13713 SCALE: AS NOTED CAD I.D.: SD2 PROJ�E�CT: 7 g�7PHAS�' II AND i'9' M/BMP DESIGN FOR 5TH SSTREET STATION I;OCATION OF SIDE NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www "BohlerEngineering.com 1 � V DANIEL R. HINES y .p Lic. No. 043176 � 10/24/14 SS�ONAL SHEET TITLE: ° JLsd..S DETAILS AILS AND S JL ORM COMPUTATIONS TOD SHEET NUMBER: SOURCE: VA DSWC Z , O J Q LL ^J W O cv Th aw ❑��OOa �w Z � ~xJ U Wo�wgo �S O z mF -v)3LL a gy U �a cD �o a N U W U o 0ZYZ> �o CD z w r x o� 0 o Z U Y F- x J H � z az 0QISUU I� N ♦ N O �a 0 V cn zao W � C'� 0 Tz H z a H H cn z �1 U a 1--� N 1� z W �o s W U)� a� W Z o N c4 C7 O U X O U LL�a <Yi 0 r H wo z a 8� 12 1 z 0 o � /F'pz7' U a z - a �m t� U w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 10/01/14 PER COUNTY DRH COMMENTS 3 10/23/14 PER COUNTY DRH COMMENTS THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE N THE STATE. IN VIRGINIA, MARYLAND AND DELAWARE 81 1 (WV 1- 800 - 245 -4848) (PA 1- 800 - 242 -1778) (VA 1-800-552-7001) (MO 1- 800 - 257- 7777) (DE 1-800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13713 SCALE: AS NOTED CAD I.D.: SD2 PROJ�E�CT: 7 g�7PHAS�' II AND i'9' M/BMP DESIGN FOR 5TH SSTREET STATION I;OCATION OF SIDE NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www "BohlerEngineering.com 1 � V DANIEL R. HINES y .p Lic. No. 043176 � 10/24/14 SS�ONAL SHEET TITLE: ° JLsd..S DETAILS AILS AND S JL ORM COMPUTATIONS TOD SHEET NUMBER: 1- 800 - 257- 7777) (DE 1-800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13713 SCALE: AS NOTED CAD I.D.: SD2 PROJ�E�CT: 7 g�7PHAS�' II AND i'9' M/BMP DESIGN FOR 5TH SSTREET STATION I;OCATION OF SIDE NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www "BohlerEngineering.com 1 � V DANIEL R. HINES y .p Lic. No. 043176 � 10/24/14 SS�ONAL SHEET TITLE: ° JLsd..S DETAILS AILS AND S JL ORM COMPUTATIONS TOD SHEET NUMBER: PROFILE VIEW TOP VIEW VARIABLE SEDIMENT COLLECTION AREA DETAIL NOT TO SCALE NOTES: 1. AS THE WALL CONSTRUCTION ALONG THE ROADWAY PROGRESSES AND FILL MATERIAL IS BROUGHT IN, VARIABLE SEDIMENT COLLECTION AREAS #2 AND #3 WILL, RAISE VERTICALLY UNTIL THEY ARE JOINED WITH SEDIMENT BASIN #1. THE CONTRACTOR SHALL WORK WITH THE ALBEMARLE COUNTY SITE INSPECTOR TO MANAGE AND FILTER THE RUNOFF COLLECTED IN THESE AREAS. OPTIONS TO HANDLE THAT RUNOFF INCLUDE (BUT ARE NOT LIMITED TO): CONSTRUCTING A SEDIMENT TRAP THAT OUTFALLS TO STRUCTURE H -5, PUMPING TO SEDIMENT BASINS #1 OR #2, OR PUMPING TO SEDIMENT BAGS. IT SHOULD BE NOTED THAT THESE SEDIMENT COLLECTION AREAS WILL CONTINUE TO RAISE AS THE WALL IS CONSTRUCTED AND THE AREA BEHIND THE WALL IS ELEVATED. THE OUTFALL OF THE SELECTED EROSION CONTROL MEASURE TO H -5 MAY BE A PIPE, CLEAN WATER CONVEYANCE CHANNEL, OR SOME OTHER MEASURE AS APPROVED BY THE COUNTY E &S INSPECTOR GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC 3K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE IE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUI :EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN[ FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. SEDIMENT TRAP DESI GN Trap Drainage DATE COMMENT Storage Volume 1 5/15/14 Dimensions Elevations 2 Embankment Outlet Top Spillway ID Area Total "Wet" "Dry * "Dry Storage Trap Clean Elev. Height Height Width Dimensions Req. Prov. Req. Prov. Req. Prov. L x W x D L x W x D "Wet" "Dry Out*** H Ho W L x W (ac) (Cy) (Cy) (Cy) (Cy) (Cy) (Cy) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) T- S 5 1.72 232 2 6 9 116 172 116 12 4 0 8 x 34 x 2 100 x 40 x 1 378.0 0 379 00 376.00 7 . 3 7 00 380.00 2.0 1.0 2.0 11 x 10.0 - -- - - - - CTI VARIABLE COLLECTION RE 1 VA AREA 0.81 110 _ 14 5 . 55 56 55 8 9 55x' 2 ,16 x - 63 x 24 x 2 . 3.0.. 2.0 1 VARIABLE COLLECTION AREA 2 1.37 184 265 92 109 92 156 59 x 29 x 2 67 x 37 x 2 3.0 2.0 2.5 12'x 9' VARIABLE COLLECTION AREA 3 1.83 246 " 3 48 123 145 123 203 68 x 34 x,2 '': 76 x 42 x 2 .: .� :` °`'3.0 < :•' 2.0: 2.5 ' •�;_f- r-- ,-. -- .-..rte 12 ;x 1 MT -3 1.61 216 222 - -- - -- - -- - -- N/A 145 x 55 x 1.5 - -- - -- 369.00 - -- - -- - -- - -- - -- 10' x 10' NOTES * WET DIMENSIONS: LENGTH AND WIDTH ARE AT BASE OF STONE OUTLET. DEPTH IS MEASURED FROM BASE OF STONE OUTLET DOWN TO BOTTOM OF TRAP. ** DRY DIMENSIONS: LENGTH AND WIDTH ARE AT CREST OF STONE OUTLET, DEPTH IS MEASURED FROM BASE OF STONE OUTLET UP TO CREST OF STONE OUTLET. * ** THE CLEAN OUT ELEVATION SHALL BE MARKED USING STAKE OR SPRAY PAINT ON THE RISER GUIDELINES FOR MODIFIED MUD TRAIL DESIGN 1. MODIFIED MUD TRAPS SHALL NOT HAVE A DRAINAGE AREA IN EXCESS OF 3 ACRES DURING ANY PART OF THE CONSTRUCTION PROCESS. 2. DRAINAGE AREAS OVER 1 ACRE SHALL HAVE A WET STORAGE PIT EXCAVATED IN FRONT OF THE STONE WEIR OUTLET EQUAL TO THE REQUIREMENTS FOR TEMPORARY SEDIMENT TRAPS (STD. & SPEC. 3.13) (I.E. 67 CUBIC YARDS OF STORAGE PER DRAINAGE ACRE, NOT TO EXCEED 4' IN DEPTH, WITH SIDE SLOPES NOT TO EXCEED 2:1) 3. MODIFIED TRAPS SHALL NOT BE USED IN AREAS WHERE ROCK OR SOME OTHER HARD SURFACE PREVENTS THE FULL AND UNIFORM DEPTH ANCHORING OF THE BARRIER. 4. AN EFFORT SHALL BE MADE TO LOCATE THE BARRIER AT LEAST 5 TO 7 FEET BEYOND THE BASE OF SLOPES WITH GRADES GREATER THAN 7 %. 5. WIRE FENCE REINFORCEMENT FOR SILT FENCE SHALL BE A MINIMUM OF 14 GAUGE AND SHALL HAVE A MAXIMUM MESH SPACING OF 6 INCHES. 6. THE WIRE SHALL EXTEND A MINIMUM 4 INCHES INTO THE GROUND AND MUST BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TYE WIRES OR HOG RINGS. 7. IF WOODEN STAKES ARE UTILIZED FOR MODIFIED MUD TRAP CONSTRUCTION, THEY MUST HAVE A MINIMUM DIAMETER OF 3 INCHES WHEN OAK IS USED AND 5 INCHES WHEN PINE IS USED. WOODEN STAKES MUST HAVE A MINIMUM LENGTH OF 5 FEET. 8. IF STEEL POSTS (STANDARD "U" OR "T" SECTION) ARE UTILIZED FOR THE MODIFIED MUD TRAP CONSTRUCTION, THEY MUST HAVE A MINIMUM WEIGHT OF 1.33 POUNDS PER LINEAR FOOT AND SHALL HAVE A MINIMUM LENGTH OF 5 FEET. 9. SUPPORT POSTS OR STAKES FOR THIS TYPE OF APPLICATION SHALL BE PLACED A MAXIMUM 10 -FEET APART (SEE PLATE 3.05 -1) EXCEPT WITHIN THE WET STORAGE AREA. THE WET STORAGE AREA SHALL HAVE THE POSTS OR STAKES PLACED A MAXIMUM 3 -FEET APART FOR ADDED SUPPORT. 10. SILT FENCE SHALL CONFORM TO THE CONSTRUCTION SPECIFICATIONS FOR "EXTRA STRENGTH" FOUND IN TABLE 3.05 -B AND SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID JOINTS. 11. THE FABRIC SHALL BE ENTRENCHED A MINIMUM 8" IN DEPTH AND BACK FILLED WITH CLEAN SOIL. THE SOIL SHALL BE COMPACTED TO 95% OVER THE FILTER FABRIC. 12. THE HEIGHT OF THE SILT FENCE SHALL BE A MINIMUM OF 34 INCHES ABOVE THE ORIGINAL GROUND AND SHALL NOT EXCEED 48 INCHES ABOVE GROUND ELEVATION. 13. THE OUTLET FOR THE MODIFIED MUD TRAP SHALL CONSIST OF A STONE SECTION OF THE WIRE- SUPPORTED SILT FENCE LOCATED AT THE LOW POINT OR POINT OF CONCENTRATION FOR STORM FLOWS. FOR DRAINAGE AREAS LESS THAN ONE ACRES, THE MEASURE SHALL CONSIST OF WIRE- SUPPORTED SILT FENCE INSTALLED AS A CONTINUOUS STRUCTURE WITH CLASS Al STONE CAREFULLY PLACED ON EITHER SIDE OF THE FENCE FOR OUTLET STABILITY, NO FILTER STONE REQUIRED. FOR DRAINAGE AREAS FROM 1 TO 3 ACRES, THE MEASURE SHALL CONSIST OF THE WIRE - SUPPORTED SILT FENCE INSTALLED WITH AN OPENING FROM 4 TO 8 FEET WIDE LOCATED IN THE LOW POINT OR POINT OF CONCENTRATION FOR STORM FLOWS. THE OPENING SHALL HAVE A COMBINATION OF COURSE AGGREGATE AND RIPRAP INSTALLED TO PROVIDE FOR FILTERING /DETENTION AS WELL AS OUTLET STABILITY. THE SMALLER STONE SHALL BE VDOT #3, #357 OR #5 COURSE AGGREGATE (SMALLER STONE SIZES WILL ENHANCE FILTER EFFICIENCY) AND RIPRAP SHALL BE "CLASS I." FILTER CLOTH WHICH MEETS THE PHYSICAL REQUIREMENTS NOTED IN STD. & SPEC. 3.19, RIPRAP SHALL BE PLACED AT THE STONE -SOIL INTERFACE TO ACT AS A "SEPARATOR." THE CREST OF THE STONE OUTLET MUST BE AT LEAST 1.0 FOOT BELOW THE TOP OF THE WIRE- SUPPORTED SILT FENCE TO ENSURE THAT THE FLOW WILL TRAVEL OVER THE STONE AND NOT OVER THE FENCE. THE OUTLET SHALL BE CONFIGURED AS NOTED IN PLATE 3.13 -2. 14. MAINTENANCE: (A) SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. (B) CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. (C) SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. (D) SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF OF THE DESIGN VOLUME OF THE WET STORAGE OR EMINENT FAILURE IS EVIDENT. SEDIMENT REMOVAL FROM THE AREA SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. (E) STONE SHALL BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED. (F) THE STRUCTURE SHALL BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED IBY EROSION OR CONSTRUCTION EQUIPMENT. THE HEIGHT OF THE STONE OUTLET SHALL BE CHECKED TO ENSURE THAT ITS CENTER IS AT LEAST 1 FOOT BELOW THE TOP OF THE FENCE. (G) TEMPORARY STRUCTURES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. ? A S u n c STANDARD CONSTRUCTION DETAIL Rock Filter Outlets OUTLET CROSS - SECTION WOOD POSTS FILTER 1 IN. I; n � I I Il � it HEIGHT OF ROCK FILTER = 516 HEIGHT OF FILTER FABRIC FENCE A,4SHTO 0S7 UP -SLOPE FACE Sediment must be removed whem accumulations reach 1/3 the height of the outlet. 467 FLO #35T, OR• #5 STONE WE I R DETAI I L RIP RAP ABOVE . M.M.T. MODIFIED MUD TRAP (TO BE PLACED IN THE LOW POINT) 2 O Oi Qw ❑ ZWa kZ F-I W �o?wgo gS U.] y JWm fU~z wmff o8 W M..I w �- o o � o O m t - c U) Z n� I a_ a gw H U R'a LL ' 6 r W �p� 0 a g r4 x z a Q U J rT, O O W O U >-00 �LL 0ZYZ> �o Im - x Z o 0 W v � YLL J I-- � F m m Z m Z <, �Q�UU z� o� 0 F W z W � F U &� W W c CWh ` n n F % o a� O U U E W U O o� U W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1-800- 242 -1776) (VA 1-800-552-7001) (MID 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I.D.: SD2 PROJECT: W]PO PLAN e ]E &S ]PHASE II AND SWIM /BM P DESIGN FOR 5TH STREET STATION LOC'.ATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com LA�, Me V DANIEL R. HINES y .p Lic. 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I... ... � ...... 11, ... ........ � ... .*".'.'.'.*,.."*".'.'.'.'.'.* .................... wffiwfl9* AREA TO LANDFILL POND (6.74 AC) I I FUTURE AREA TO FILTERRA OR SAND FILTERS (26.70 AC) I - --- �4�4�j'14,4,14 �,j ,41 11 4 11 4 11 4 44 1414 , AREA TO VAULTS ONLY (2.83 AC) j4.,'I.,l4,,4 4444 4 .I I � 4 � "I 4 4,4,di4i,j,, i Drainage Impervious Pre Sand Filter Clearwell Diameter Total -j 1� Total 10/01/14 I 0 Ill ,< * 0<,� Area Area Treatment Bed a § g offi j, 0 .&- , Pipe Length Z Width Inv. In � D§ Inv. Out (Al (Al (ft.) (ft.) (ft.) (ft.) (ft.) 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I LEGEND: 310 115 7.5 0 311 1 IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII111--11111111111-- I � 1 11= 30' NnIffiffilimi AREA TO FILTERRAS (9.34 AC) 7 ------ *--I---,----- 1"� .... 1. � ......... - - ,.-..-I .,.....,.,.,.....................::..,..".�........"�,:�:.:.:.:.::lI ........ � ........ ... � ..... � . ...... 1-1 .. � ...... ... :-:-:-:-:-:,:-:-:-::-:-.:�..:.,:".:,.�:..:,..:..:..:..:..:.-:.,.:.l:.-:..-:�,.:..:..:.,:�..:-:.::.::.I AREA TO SAND FILTERS (4.95 AC) - ... � ............................ ....................... � ............ . 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',,!�,�", ,,,,, \I I I � \11 ! � "'; IIIN0,11,00 I I 111111 i1xilk, I i I I It'll I- �, /, I"'- "', ---- ,_ / ,,��/ �, I �� I I , '. - --- - - �� - - I!��',,l 1,11, ','I', It I 11 V it I I I \\I I /I / �,�� -_ ,-, -�� �_,-� -- -��, - __', I , I / " _-_ - - �_-,- -_ , - w I i , , ;/"" " _� I 11 \ I 11 k , k I , '/,,,'-,��-,'_ _ " � , �, /',/,-� ,�_ - " , ,:�-, -:��-_--- -,- , \_ - %I 11 , \ \ �:)// "�'� �� ,_,��'11/1/ I - _1� � I , , \ I , - , - GENERAL NOTE: I I l I I I �I,t,, ,,�\"""Xl , " ,� 'w � - ,,I,�--- ,- ,-�--- k % \ � - , " I I \ " /,,,,,, ,-�,,,,, "",/-,- ,�,�-�_- , , ,- �:;,:�,�: ,,��, ��- -, . �, � 1:,�__ , -, ,,, " " " - - -- - - : 5- - I \ I\ 11 " "", - , ,� � � � IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ',',I Ilk I , \ \\11 % IN \\ \\ \ - ,,� , - �",�', ,� njl�'ll Ill i , I \ , � i I I ,,, / _;�<,_�_::�, ,� " - , - , " � NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE: TO I 10111 it % t \1 \1 I I ---- -::-�-,�, - -;�r- I I I'll! ',,I I I I I I \ , , ,,, , - I , - ��,i�- " �,�: - - , '. , ��, � - I , \ \ I "', , I I I THE SPECIF�CATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD N III ,I ,,,,, ,,, , , ,,,,, k I I I k \ \1 \ \ \ I , ,�,-"/,�,,',,'�,�- X,,�,,-�-,,,�-,,�-,- ,,,� _- , � , - . , � . , I , . I ,� ,/,- WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTI' TUTE I i \ I I % \ X k i \ I \ I k k k \ \ % 11 w / I I - - NCCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN I , I , k , I I I k I X " " I I , ,\ \ I I i I \ \ \1 \ I It I It , I - - - " - � /, , - _- - -,-,',- -'," � � � � " , I - , - _�,_ _ I , \ , --- :�_ I I I AND COOP& .� ,� I, " i "v� ix I k . , k � '. I ��\, � . 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(IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV` 1-800-245-4848) (PA 1-800-242-1776) eA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) I APPROVED FOR �. � PROJECT No.: V122001 " DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1"=120' CAD I.D.: D132 F, PROJECT: I WPO PLAN - E&S PHASE II AND SWM/BMP DESIGN FOR 5TH STREET STATION LOCATION OF SITE I NORTH OF 1-64 BETWEEN 51'H STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 114. 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone�: (540) 3494500 Fax: (540) 349-0321 1% WWW.BohlerEngineering.com L) DANIEL R. HINES "P .0 Lic. No. 043176 4� . op- i 10.24/14 -.4. 1 � I ,UP�N� - I r'SHEETTITLE: _N POST SWM DESIGN INFORMATION SHEET NUMBER: I I % NEW FILL FILTER FABRIC o0o�ocOo���� jj= Sri-- II� r=:4 I I -I 15111- i =1 -�- _ ,� �= 1�ii =1 I i -I i I -i ► I� -I I -I I ET )c) OQ- �) O III -I I v1_ =1I I -I I1 =1I I- 1_III =1I III -I I 1 =4 14 =1 I �K_ _ I _- IT_I- III - III -(I (- EX. GRADE ' i =1 11 =III -I 11 -I I I- -_- -_-- - _=11 =1 I I-_ -Ill -I 1= 1T_I =1 '- III -Il1 -111- III- I11 -I1 111 - 111 =III -III =� =111 -I I11 -III -III ' =1 II I- III - III - III -III III -I 11 =1 11 =1 11 =1 11= III -I 11 =1 I 11= � I STONE I -1 11 =1 11 =11I !_I 11 =1 1 1� =1 11 =1 11 =1 I I -I I I;� T- 1I 1— III —III— SCHEDULE80 PERFOR NTED PVC PIPE DRAINAGE SYSTEM CROSS SECTION NOT TO SCALE WETLANDS LEGEND: � . - V THE BMP MANHOLE DETAILED ON SHEET 13A WILL EXTEND TO THE CURRENT EXISTING GRADE AND TIE INTO THE SPRING SYSTEM. IF IT IS DETERMINED THAT THE SPRING HAS DRYED UP, FLOW FROM THE STORMWATER MANAGEMENTS YSTEM WILL FLOW TO THE UNDERGROUND SPRING SYSTEM PROPOSED ON THIS SHEET. THAT FLOW WILL OUTFALL PAST THE RETAINING WALL IN ORDER TO KEEP EXISTING WETLANDS FUNCTIONING AS THEY DID PRIOR TO DEVELOPMENT. GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORKAS DEFINED BY THE DRAWINGS AND IN I FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. J� 1j S J, vC SD 218 Y l j �r��___ LIMITS OF 5�31! \ DISTURBANCE / / �Ft' � �y'. /J ` / �„ sue' �m '•'w1 / � � /' �4 �; � .s�� �i • ' , J,' ,'' 1 r r / /' ' +71 ( ". L 1 91. �`C, / II E�yJ S"� ! 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I / t•`.� ~9��`�t.�� 1+: � I r Jar �y \1 IV PROP. 10' CL -1 RIP -RAP PROP, DRAINAGE SYSTEM - . r (SEE CROSS SECTION THIS SHEET),,,�y� � f'r� ,� u' MIT.S UFr ' _.� .a _ '' \ IN 373.00 w ' ' T URBANI� ,, , �. y ( - `'�✓�` -FP u.�.,, -.`. .., ,.\, ��, PROP. 12" PERF PVC j„J• � I rI` � r F a � ®.✓ .J`�`�'J' ,i� // J / j j�� �•>-, '1.,,m.. t,"�' .+� ...�' 3' / ,. i / ./ /;r' r -/ ,✓� °„- --~--- -°.... „:x -->t'a rj14 v a , , cp _.. i i ( i 9 I I t I i I I I I I I I I r I 1 I 1 I I I I I I I I r I r , I r I I I I I I I ! I 1 I 1 t 7 � , I / r I f I I I t ! , i I ! fl ! `. I /I If I 43 g 420 ' I , , I � 1 I / , I It `422 1 I , I 1 1 - I ----------------------------------------- I _ � 4 ' , I I , I I ' I I i I I i 1 It ! � I I 1 I I 1 1 + I ! I I I I 1 , I , / / , t j r t t , r I !! r ! ! r / I , I I r ! i r• •• • �r . � . '.� ; • ) .!fit...; • Y-1: -•b y i•." � '• ',,.r• : r�+ 40 20 10 0 40 1 "= 40' 1 DATE COMMENT J LL Z O i r�ia'a3� 5/15/14 I DRH � >o°' 00' a33.11 w DRH I 10/23/14 ! a � W 1 W ' - - -- M ! wN��gg - - , I I w i ov- l -a = I I I p z / m fn�LLo 0. �N W "iii , ♦����♦ , I 0 � o m a �o �� a. x z }a g W O♦ (, ❑ ¢aJS a 0ZYZj IN, - C�'C "r• i' i;' r ,'i '� ' ' r / ! / r., / r / / r / r ! ! ! i ,.. • //, �' � 111... ' ' , r r I If -- / , , � r ,/ '� % � ® i - ' 397• "--r � ;' i ; }CROP. ' ! ZIP Al STM , WETIANDS TO BE A2 PRESERVED 0 ' LIMITS OF 1 DISTURBANCE / 10000 11 \L NJ• ! ; I ' ; , / ' ; % ; ` ; it / 1 I ST ' !l j 4 � ' 1 !' / a 1 [ li 4 1 1 1 1 f; Ir j!/ ,% fit i r' //! � (�y i 1 J ` r ' 1 "- ! / I U �\✓' ^"- , J; i , � i I I I l l s r r J `. i `, It o I it k PROP + , \ RIP -RAP I STM A3 - PIET_IANOS TO BE' ' A2, HEIGHT 36 `L ��Jr,i I � i i + / =• D` ST i / °� % tai . � h• � `* mf ,i,A1 Ski *°'.wr a' '�I I I I •, A4 1 I .. ,.;�. ,. .. _ , .' ' _ . r. >:... -... • . ..� . ' ;��i 410•', I I I � .� ' 1 1 S \ S SAN \ I I STM . FH STM / A38 15, kc i t I , it i \ - STM "_ \\ 38 r � , \ _3_ A6 I , STM o ' "� `, � �`, �` `+ I '' , '+ •'' i' ��� ` A6A 6iVIFNANgOLE / -STM A43 I PRgPDRAINXGE' \\ ' \,;' j / ;,✓ �' 2�CAj ~+ EAS�MENT \ ', 'I `, `I , `, STM ST 3 SWM MAN Q ~ ' / � / C� =• o •-'t- -- °,.- �. ��. � -t, �'- � "mot°'^ -..a _ _• ''� \ LE STM a. j - - -r- - / DU t: bUT PIP �RO AUL,T - I -------------- 1 ,\ 304,CMR \ ` 24 P , - - - - -- -- ® ` ` STM Sl S`EE DETAIL HE t - - S A23 A 14A OF y1iP6 2-PEA _ A A p2A , *PROP. ACCESS , STM , - _ � Ia 12, MAW0LETTYP.jT T`, '`, ' \�. �, it CID 2 A, , , \ t C14 it mi'/% ' j - -- ,r' /' /' /�' ® X " c"4 43t'`ic':_ f®i ii" ` •. ~ lam' :.Yi' ' _� - '_ I ``_. `, ' l'''/ `-/ - _ ,. -/ /' ,. ,• I 1 1 SAN' _ - 4 S r: 107' , - ® - `�-- - - -- -- - 4 - AMP- - - -- _ - STM - _ " GMQ_ + �, �, a 1 , u\ �v > .� - - - -- , + 1� IT CMP A31 _ -'\/ tS - - _ `, `'+ ��' +\ '', '` `•� �`� _ - C2`_ - -_'- o\- STM _ �18'RE 45" Rc ,' A32 _ -- - - - - - -- .� , \ o _ _ -® __i5 RCP ` ' i O \ -\ �` \ RCP` _ , ' STM _ - - - - -- A8 _ - - - - - -- `. STM \ '` ----- - -___- - "� S'�TM - .� s \� A34 _ A33 _____ - -- � ,, `\ \ '``� _--• -- -'"" ____, GENERAL NOTE: THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PRO SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELAT SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECOI PING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTII ITANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS, FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. t I + If 1 - 30 15 7.5 0 30 1 "= 30' Al RIM 424.1 RIM 424.5 RIM 424.88 RIM 425.2 RIM 423.38 RIM 423.75 STM RIM 423.00 \� -�_ _ A5 RIM 422.20 - - -- _ - - - -_ --- 1 =1 -_ -__- III = III_ - III -I I I'_I I I_I I 111_i III I I -III = III - III -III I I_I I I�I I I -I I I_I I I I !_III =III - III -III �I I -I I I_I I I- III -III �I I -III -111_1 I I -III 11 =I I I- 111_111 -I I I -- - ( -- - - - - - - - {� i I{ 1 I I -! I I, , I I ICI 11 -1 11-1 I I - 11= I i I- III - III -I -� � �- MANHOLE = MANHOLE _ STEPS , _ STEPS SWM 12' ID PERFORATEp CMP TOP ELEV. 413.60 I 12' ID PERFOF ATED CAMP _ MANHOLE I _ MANHOLE SAFETY SLAB 10 YR WSE = 411.63 STEPS _ g \ 12' PIPE (SEE NOTE 1) s� NV. 406.60 2rYR WSE = 407.05 INV. NV. 406.45 403.10 - - - NV, BMP WSE = 403.10 d SLUICEGATE 399.45 ° �, PROP. - J TRASH RACK ' U 24" RC = 8" PIPE (SEE NOTE 1) OUTFACE _ _ BOTTO NV 6" PERFORATED PVC ELEV. 397.60 399.60 UNDERDRAIN SYSTEM GRAVEL 70 6" SOLID PVC STRUCTURE INV. UNDERDRAIN A 4 396.50 (SEE NOTE 2) INV. EADPLATE WITH 4" 394.00 ORIFICE CUT INTO SYSTEM A OUTFALL DETAILS HEADPLATE CROSS SECTION Al -A2 SCALE: 1 " =10' RIM 425 A2 RIM 426. MANWAY TOP ELEV. 413.60 2'-0" NOTES: =INV. 399.60 1. SEE DETAILS PROVIDED BY THE MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. 2. THE UNDERDRAIN SYSTEM SHALL HAVE TWO (2) OUTFALLS. ONE SHALL CONNECT TO THE BMP MANHOLE A4A (CLOSED BY A SLUICEGATE) AND THE OTHER SHALL CONNECT TO THE SWM MANHOLE A5 (INSTALLED WITH SLUICEGATE, BUT OPEN.) BI B2 14.92' CMP @ 2- / C2 4��r 12' ID PERFORATED CMP 12' ID PERFORATED CMP ° r � � 107' -0" 2' -0" 121.14'- 30" CMP @ 1.16% 2' GRAVEL ®�E�' BOTTOM SUBBASE SYSTEM A DETAIL BOTTOM ELEV. 397.60 ELEV. 397.60 CROSS SECTION 131 -132 1. SEE DETAILS PROVIDED BY THE MANUFACTURER SCALE: 1 " =10' FOR SPECIFIC MATERIALS AND DIMENSIONS. ci 40.20'- 15" CMP @ 19.90% 2.0 / yJ ° 12' ID PERFORATED CMP 12' ID PERFORATED CMP 107' -0" i r �c_ C v 2' GRAVEL -/ OTTOM SUBBASE ELEV. 397.60 SWM MANHOLE e A5 _ STM _RIM 422.20 A5 I - -1 l =i �-SAFETY SLAB = 410.00 INV. 406.45 SLUICEGATE (TO REMAIN OPEN) -- INV. = 399.45 MANHOLE STEPS - INV. = 394.00 - 24" RCP OUTFALL 12" PIPE 8" PIPE HEADPLATE WITH 4" ORIFICE CUT INTO HEADPLATE 6" SOLID PVC UNDERDRAIN FROM VAULT A (CONNECT TO HEADPLATE) INV. 396,50 SYSTEM A OUTFALL DETAILS NOT TO SCALE SYSTEM A DETAIL CROSS SECTION CI -C2 SCALE: 1"=10' SYSTEM OPERATION NARRATIVE STORMWATER RUNOFF AROUND THE SITE WILL BE COLLECTED AND FILTERED AT THE COLLECTION POINT IN EITHER A FILTERRA STRUCTURE OR A SAND FILTER. THE OUTFALLS AND OVERFLOW BYPASS OF THOSE FACILITIES WILL THEN ENTER INTO A STORM CONVEYANCE SYSTEM WHICH WILL DIRECT THE RUNOFF TO THE RESPECTIVE UNDERGROUND DETENTION FACILITY. THE THREE R P G FA (3) SYSTEMS HAVE BEEN DESIGNED TO BE PERFORATED CMP WITH 2' OF GRAVEL SURROUNDING THE ENTIRE SYSTEM AND T OF GRAVEL IN- BETWEEN EACH OF THE PIPES. BOTH THE GRAVEL AND PERFORATED PIPE IS BEING UTILIZED FOR STORAGE. AN UNDERDRAIN FOR EACH FACILITY HAS BEEN PROVIDED TO ALLOW THE REQUIRED WATER QUALITY VOLUME TO BUILD UP AND BE DETAINED FOR THE REQUIRED 30 HOUR DRAW DOWN RATE. AFTER THE BMP VOLUME IS CAPTURED, ADDITIONAL STORM RUNOFF WILL FLOW THROUGH THE CULVERT OUTFALL PIPES AND INTO THE SWIM MANHOLE ADJACENT TO EACH FACILITY. THE CULVERT OUTFALLS ARE SIZED TO REDUCE THE POST DEVELOPMENT 2 AND 10 YEAR FLOWS TO BELOW THE PRE DEVELOPMENT LEVELS. FOR SYSTEM A, THE BMP VOLUME HAS BEEN DESIGNED TO OUTFALL THROUGH THE UNDERDRAINS INTO THE SWM MANHOLE. A SECOND OUTFALL HAS BEEN PROVIDED THAT CONNECTS TO A SEPARATE BMP MANHOLE. THIS MANHOLE WILL EXTEND TO THE CURRENT EXISTING GRADE AND TIE INTO A UNDERDRAIN SYSTEM. THIS FLOW WILL JOIN FLOW FROM AN UNDERGROUND SPRING SYSTEM THAT WILL OUTFALL PAST THE RETAINING WALL INTO THE EXISTING WETLANDS. THIS IS PROPOSED IN ORDER TO KEEP THE EXISTING WETLANDS FUNCTIONING AS THEY DID PRIOR TO DEVELOPEMENT. 2'4" 23.57'- 36" CMP @ 0.52% NOTES; BOTTOM ELEV. 397.60 1. SEE DETAILS PROVIDED BY THE MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. PROPOSED STORM ]PROFILE ° (A6 TO VAULT A SCALE: 1"= 50' HORIZONTAL 1"= 5 ' VERTICAL 420 410 400 370 10 +00 10 +50 420 410 400 370 �1 Fill z W� �W z �W 0 LL Boa � 4 Q ,YQ w ❑ z C ❑��ooa � of b-1 MO m 112: w OI- w as i- � oz � W Z rn ♦�♦� ♦♦ 0 w o C) O ? SWIM MANHOLE e A5 TOP VIEW MANHOLE DETAIL NOT TO SCALE GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS AS50CIATED WiTH THIS PROJECT DRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1 'HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IP NRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE :CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 11 "R %2" x 1X" x Y4" AN "STANDOFF" 1X" x 1X" x Y" ANGLE 15" 18" \ .. 10 "t ISOMETRIC VIEW 72" MIMUM /ARIES NOTES: 1.) STANDOFF TO BE WELDED TO RAILS & RISER WALL TO LOCATE RUNG AT 7" SPACING FROM THE PIPE WALL. 2.) MAXIMUM SPACING OF STANDOFFS SHALL NOT EXCEED 72 ". 3.) LADDER SHALL NOT BE INSTALLED IN RISER WITH A DIAMETER LESS THAN 30 ". 4.) DETAIL AT BOTTOM OF LADDER WILL VARY WITH TYPE OF MANHOLE. 5.) MAXIMUM LENGTH OF LADDER RAIL IS 19' -10 ". 6.) STANDARD FINISH: GALVANIZED PAINT. Drawing Number: A0137b LANE ENTERPRISES, INC. Page Number: 1 OF 1 Date Drawn: 4/2/08 BEALETON STANDARD LADDER it FLMIM Drawn By: JCH. B MAP MANHOLE - A43 BRIM 422.50 11 I 1 =1 ! I= -1 =III 111 1 -)III -- - -- -- - -- i I 111 =,I i 11 11 SAFETY SLAB- �� = 414.50 'J MANHOLE STEPS BMP MANHOLE SAFTEY SLAB = 395.00 FILL BASE WITH STONE UP TO LANDING PROP. 12" PERFORATEDIRON PIPE (SPRING UNDERDRAIN SYSTEM) - SAFETY SLAB = 405.00 IP WSE = 403.00 SLUICEGATE (TO REMAIN CLOSED) HEADPLATE WITH 4" ORIFICE CUT INTO HEADPLATE -6" SOLID PVC UNDERDRAIN FROM VAULT A (CONNECT TO HEADPLATE) NV. 396.50 NV. 375.25 =ETY SLAB = 385.00 PROP. 8" PERFORATED IRON PIPE (SPRING DUNDERDRAIN SYSTEM) J NI-EX. GRADE SYSTEM A OUTFALL DETAILS NOT TO SCALE t wanaara rlaraware (TYPO ELEVATION VIEW 24" Standard Hardware G1 (Typ.) 24" Wide Band (No Gasket) SECTION VIEW Standard Hardware No Gasket Z43 OEM I 144" PIPE RISER /-48" DIA.. 1/4 THICK STEEL PLATE 30" DIA. OPENING ALIGNED WiTH LADDER SAFETY LANDING PLATE NOTE: 1. SAFETY LANDING TO BE PROVIDED AT 6" ABOVE CROWN OF PIPE AND THEN EVERY a' A80VE THAT. 1MANWAY SAFETY LANDING DETAIL - Dimensions are subject to manufacturing tolerances. -Band and Hardware shall be galvanized and in conformance with ASTM A760 unless otherwise noted. -Flat gasket shall be in accordance with ASTM D1056. INSTALLATION NOTES 1. Granular material used for pipe bedding and backfill shall conform to ASTM A798, Section 9. 2. Placement of bedding and backfill material for pipe shall meet requirements of ASTM A798, Section 10. 3, Minimum cover for H20/H25 loading, measured from top of pipe to bottom of flexible pavement or top of rigid pavement,sholl be the greater of 12 s or 1/8 pipe diameter or span. 4. Minimum cover over the top of the pipe for heavy construction loads shall be as shown in Table 1, 5. Length of riser pipe must be field cut to final grade by contractor. 6. Length of attached pipe stubs are determined by Lane Enterprises based on fabrication standards or shipping criteria. 7, Manholes or catch basins placed over CSP riser pipe shall be installed by the contractor in a manner that avoids wheel loads on riser and system pipe. (See Detail) 8. Upper portion of riser pipe shall be installed with a sleeve around the ©D of the pipe. The sleeve shall be sufficiently rigid so as to avoid deformation when concrete is placed against the sleeve, Sleeve shall allow minimum settlement of concrete collar without any load being applied to riser pipe. 9. Manhole or catch basin frome shall be sized so that wheel load applied to frame is transferred to concrete collar around riser. TABLE 1 Guidelines for Minimum Cover for Heavy Construction Equipment PIPE SP AN �NrRaGTOe; ro FTELV sir (IN 3F' CiAA1fTER MMOY 12 -42 TO REQUIRED ELEVATION FINISHED nftA4£ CA57 IRON FRAME !c +;fn+ER STMOARD 4* VA 48 -72 PRECAST FLAT TOP 3.0 PREGA�i"f TOP ORO t. x ON- OF N RRINK 3.0 3.5 4.0 4.0 126 -144 Co 1Ak GP , 10V 12" IkN. ..: S t "1 _ • water, or unpleasant odors. ie• STEEL STITS AT 12" O.C. CORRfX:ATEa STEEL PIP£ 1�YfAOxIXNO rELT PiiR)R TO where deemed necessary. of the water or sediment in the sedimentation chamber. 3i4E" OR 4ES• RISER X Remove silt /sediment from the sand filter bed when the Suggested Schedule 2 2fX 1/2' CORRUGAT#7N MANWA.Y ACCESS DETAIL I 144" PIPE RISER /-48" DIA.. 1/4 THICK STEEL PLATE 30" DIA. OPENING ALIGNED WiTH LADDER SAFETY LANDING PLATE NOTE: 1. SAFETY LANDING TO BE PROVIDED AT 6" ABOVE CROWN OF PIPE AND THEN EVERY a' A80VE THAT. 1MANWAY SAFETY LANDING DETAIL - Dimensions are subject to manufacturing tolerances. -Band and Hardware shall be galvanized and in conformance with ASTM A760 unless otherwise noted. -Flat gasket shall be in accordance with ASTM D1056. INSTALLATION NOTES 1. Granular material used for pipe bedding and backfill shall conform to ASTM A798, Section 9. 2. Placement of bedding and backfill material for pipe shall meet requirements of ASTM A798, Section 10. 3, Minimum cover for H20/H25 loading, measured from top of pipe to bottom of flexible pavement or top of rigid pavement,sholl be the greater of 12 s or 1/8 pipe diameter or span. 4. Minimum cover over the top of the pipe for heavy construction loads shall be as shown in Table 1, 5. Length of riser pipe must be field cut to final grade by contractor. 6. Length of attached pipe stubs are determined by Lane Enterprises based on fabrication standards or shipping criteria. 7, Manholes or catch basins placed over CSP riser pipe shall be installed by the contractor in a manner that avoids wheel loads on riser and system pipe. (See Detail) 8. Upper portion of riser pipe shall be installed with a sleeve around the ©D of the pipe. The sleeve shall be sufficiently rigid so as to avoid deformation when concrete is placed against the sleeve, Sleeve shall allow minimum settlement of concrete collar without any load being applied to riser pipe. 9. Manhole or catch basin frome shall be sized so that wheel load applied to frame is transferred to concrete collar around riser. TABLE 1 Guidelines for Minimum Cover for Heavy Construction Equipment PIPE SP AN Minimum Cover (ft) for Indicated Axle Loads (kips)" (IN 1 18 -50 50 -75 75 -110 110 --150 12 -42 2.0 2.5 3.0 310 48 -72 3.0 3.0 15 4.0 78 -120 3.0 3.5 4.0 4.0 126 -144 3.5 4.0 4.5 4.5 Minimum cover may vary, depending on local conditions. The contractor must provide the additional cover required to avoid damage to the pipe. Minimum cover is measured from the top of the pipe to the top of the maintained construction roadway surface. v 24" WIDE BAND i m STANDARD DETAIL la 19A0270 111 OF 21DA09/30/05 I 0 caw z .< U)J LLL1 WImo- "7 © Cd7 � CL � 0 n V)Q�< C1'_ W F- LLJ t1. t� CJ -5 LLJ Z W U 7 Lei X LLl Cam? X BEN 4 OF 5 ELEVATION VIEW 112" 0 Silo Rod & Lug (Typ.) 3/8" Neoprene Gasket (24" Wide) 24" 1 /2" 0 Silo Rod • • • & Lug (Typ.) I I 24" Wide Band SECTION VIEW Rod & Lug 24" Gasket - Dimensions are subject to manufacturing tolerances. -Band and Hardware shall be galvanized and in conformance with ASTM A760 unless otherwise noted. -Flat gasket shall be in accordance with ASTM D1056. unless otherwise noted. -This configuration meets the requirements of DATE MD 378 pond specifications for pipes BY I/ISI4NS , 24" 0 and larger. LANE ENTERPRISES INC. TME U 24" WIDE BAND In STANDARD DETAIL a A0270 12 of 21 09/30/05J MAINTENANCE AND INSPECTION FOR UNDERGROUND SAND FILTER MAINTENANCE UJ UNDERGROUND STORMWATER MANAG MENT 1 u TEM As Needed structures and sediment accumulation. © Semiannually and after large storm events, inspect system for - structures: excessive erosion; proper operation, sediment accumulation In the basin and inlet outlet Regular inspection and maintenance is critical to the effective Remove floatables and hydrocarbons from the sedimentation PER COUNTY COMMENTS operation of underground detention as designed. It is the chamber when they have accumulated substantial quantities that Inspect that the outlet structures, pipes are free of responsibility of the property owner to maintain all stormwater BMRs would affect the filters operation. in accordance with the minimum design stundard's. The municipality Remove sediment from the chamber when it accumulates to a water, or unpleasant odors. has the authority to impose additional maintenance requirements depth of more than six inches. It is not required to remove all where deemed necessary. of the water or sediment in the sedimentation chamber. other mechanical devices. X Remove silt /sediment from the sand filter bed when the Suggested Schedule The chart below provides guidance on maintenance activities that are accumulation exceeds one inch. Clean and remove debris from inlet and outlet typically required for underground detention,, along witho suggested When water remains standing above the filter bed for more than frequency for each activity. Individual underground detention 72 hours after a storm event, the sand bed requires maintenance. gates, valves, or other mechanical devices. locations may have mare, or less, frequent maintenance needs. Remove any silt /sediment on the filter bed. Remove the ballast O Z depending upon a variety of factors includiing the occurence of large stone and filter' fabric. Remove the sand from the top of the = storm events, overly wet or dry (i.e., draught) regional hydrologic sand bed that is discolored o co a a r ntaminated. Rake surface. C) conditions, and any changes or redevelopment in the upstream land Rebuild filter to original specifications and dimensions with fresh p w use. Each property owner shall perform the activities identified sand, filter fabric, and ballast stone, i Z F- U) - below at the frequency needed to maintain the pond in proper Q V) L - operating condition at all times, (�} d V? � LIJ W Z £f1 Inspection Activities Suggested Schedule After several storm events or an extreme storun event, COMMENT I nspect fior: signs of clogging of the Inlet or outlet As Needed structures and sediment accumulation. © inspect for trash and deb(is; clogging of the outlet 2 structures: excessive erosion; PER COUNTY COMMENTS sediment accumulation In the basin and inlet outlet Semi- annually structures, standing water where there should ibe PER COUNTY COMMENTS none; cracking, leakage. cb z Inspect that the outlet structures, pipes are free of � detsris and ore operational. Note signs of pollution, such as oil sheens, discolored LJ water, or unpleasant odors. Annually Check for sediment accumulation in the facility. Check for proper operation of control gates, valves or k_aw other mechanical devices. X Maintenance Activities Suggested Schedule Perform structural repairs to inlet and outlets, g gS Clean and remove debris from inlet and outlet Monthly or as needed structures. Repair damage to inlet and outlet structures, control gates, valves, or other mechanical devices. As Needed Monitor sediment accumulations, and remove sediment O Z when pond volume has become reduced significantly. As Needed iX 5 OF 5 REV t>` COMMENT 5�0� f- n 5/15/14 © I 2 _ � PER COUNTY COMMENTS DRH L)V)07 W PER COUNTY COMMENTS W cb z � LJ U zwa k_aw X U Lai g gS iX 5 OF 5 REVISIONS REV DATE COMMENT BY z 0 5/15/14 PER COUNTY COMMENTS DRH 2 J LL PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS W cb z 'h aw U zwa k_aw Z U 2z z w wO?wwgo g gS O Z oot - l -¢ox a mv��w �o �w wzW......�g a r o w O : Z n¢. g �- w O ♦ V I �g� oZOZ> a z -d Z ° -W �Q mw o°�°oiw o � v7¢D:UU 0 F � Z w z Y@< aw co W z w F gw U F- nd - 1--I F U W 1 O r o Z Z0 U rz O� A Z_ w� a O z 00 > O LL U W i= REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 2454848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001) (MID 1- 800- 257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I.D.: SAD2 PROJECT: W]PO PLAN e 1E &S PHASE II AND SWIM /BM P DESIGN FOR 5T]� STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com V DANIEL R. HINES 7" .0 Lic. No. 043176 �0� 10/24/14 �SS�ONAL SHEET TITLE: SYSTEM STJL'eM A ° DETAILS SHEET NUMBER: 13C I i 1 I i I I I I I I I I I 1 , I I ; I I I 1 I � I 1 t I 1 � .i- 1 I 1 1 I I 1 I I I 1 I t I 1 t 1 I \ + , + \ , , , , , , , , t 1 \ \ \ I \ \ l 1 1 \ 1 1 , , 1 1 1 \ PROP. UD-�3 `\ (SEE �F=TAILS \ \\ `. r +1� \\ 1\ HEAT 16B�1 \ '� \\\\ - - - - - \\+ ' \ ' I ( 1 1 \` PROP. UD,4 i. DETAILS-,., 1 \' \SHEET 16B) `7 V. STM // fit AIA k„ f�{ r1.Y �t Al; ' $ NY 7 I 1 1 t •....t ,. , 1 �+ +, ,7� •yJ v 1 •si�`T3� 1Y�1'+ �xw �>w,. 1 � 1 1 / ,v \\ A `vv v \ WE \ „ \ A y 1air•,.�31X'dh Iff '1� FF �xiSrr \\ ♦\ �\. \ 4", x' $ •fir i� #4isi.,::txr ` \ try"., x s {.t` r I \ ,*•. �\�\,`, \�♦ .:~t�µ R�1� \,, zu \ 1 / \\ \ I , , `t \ \ •� \\\ Jx f�'Aj5 ��g E,;. g4NU " }I�.\ 4 \ , \ S ,...' ,`\ \ ! \ ti• ``+ \I � �: \` \ '- ��' -"\ � � r` e��� a �� i�� � � ����� by \ ; , `\ a �• \' \ a"', `` ` \. mm:..mx',i 3.= LSx`'.'Yvi',.' StPJ ,.,'sy�ua.i? rrt°y,fi STM 24" RCP ,``,\ , ` ` STM r- - - - -i -- --� `, -\ \ \ +� +, \` ~'- l5 /\ ay ` H -2 \ +o -H \` 1 I' — �— / \i� � �`\ ' +\ \ \` �\ ,\ \ '\ ' GQ � �"rte'8:#�°.sv�+t.� u�£:`t3.iws"'w9�➢,' � \`\\ \\ \`\ ;. ---SWM /BMP 1 , �`\ -�..._ • ,I � - -; - ---. � .�- - - MANHOLE �. STM \- Al I � \ I I r 1 1 I 1 1 PROP , I DRAINAGE 1 j EASEMENT I 1 I 1 I I I I - I 1 I I t 1 I I I 1 I I i I I I 1 1 I I I 1 1 l 1 1 1 1 I I r , / I 1 1� I I 1 i r I j I I 3 - „ STM ` -STM \` , \ V. Y2 PROP 5 / ` ` ` \ ` \ DRAINAGE _ - - = _ \ \ t EASEMENT / - L \ ` \ -- ��- - - - - -- PAILS\ \�`` \` 418 -- - - - - -- -_ _ \` \ ` _\ ` \ \` ``\` \ \ •� , \ \ I A I I I \ I I I 1 30 15 7.5 0 30 1 "_ 30' GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTORTO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1 fHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD It• WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ;CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. TOF 19.5 CMP @ SYSTEM OPERATION NARRATIVE STORMWATER RUNOFF AROUND THE SITE WILL BE COLLECTED AND FILTERED AT THE COLLECTION POINT IN EITHER A FILTERRA STRUCTURE OR A SAND FILTER. THE OUTFALLS AND OVERFLOW BYPASS OF THOSE FACILITIES WILL THEN ENTER INTO A STORM CONVEYANCE SYSTEM WHICH WILL DIRECT THE RUNOFF TO THE RESPECTIVE UNDERGROUND DETENTION FACILITY. THE THREE (3) SYSTEMS HAVE BEEN DESIGNED TO BE PERFORATED CMP WITH 2' OF GRAVEL SURROUNDING THE ENTIRE SYSTEM AND T OF GRAVEL IN- BETWEEN EACH OF THE PIPES. BOTH THE GRAVEL AND PERFORATED PIPE IS BEING UTILIZED FOR STORAGE. AN UNDERDRAIN FOR EACH FACILITY HAS BEEN PROVIDED TO ALLOW THE REQUIRED WATER QUALITY VOLUME TO BUILD UP AND BE DETAINED FOR THE REQUIRED 30 HOUR DRAW DOWN RATE. AFTER THE BMP VOLUME IS CAPTURED, ADDITIONAL STORM RUNOFF WILL FLOW THROUGH THE CULVERT OUTFALL PIPES AND INTO THE SWM MANHOLE ADJACENT TO EACH FACILITY. THE CULVERT OUTFALLS ARE SIZED TO REDUCE THE POST DEVELOPMENT 2 AND 10 YEAR FLOWS TO BELOW THE PRE DEVELOPMENT LEVELS. FOR SYSTEMS B &C, THE BMP VOLUME WILL OUTFALL THROUGH THE UNDERDRAINS INTO THE SAME MANHOLE THAT RECEIVES THE 2 AND 10 YEAR STORMS. c l 4 H-6 C2 RIM 415.20 III— lII—III \��� - �IIIIIIIIIIIIIIIII II _ �I— I�� —��� ��� —��1 —� _ ���— ��� —���— CIF -1I1— III — I�Iliillllllll IIIIIIIII�II� — ITII�III�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIT - SAFETY SLAB - TOP ELEV. 406.00 1 - = 413.00 - , ` - - STEPS - - ` 10/01/14 NV. 399.00 DRH r INV. 401.00 10'[D INV. 395.0 12 - 15 o NV. 397.00 PERFORATED 24" RCP PIPE PROP. CMP OUTFALL TRASH RACK `6" PIPE, TO r- STRUCTURE I , UNDERDRAIN SYSTEM 6" SOLID PVC BOTTOM ELEV. 392.00 ELEV. 391.5 UNDERDRAIN (TYP) NV. 391.85 ORIFICE CUT INTO - HEADPLATE VAULT SYSTEM B OUTFALL DETAILS ® CROSS SECTION Cl -C2 SCALE: 1"=10' ® 10, -- - =-- �- (TYP) Co no - -- -- , ' - -- — 122' /- 3 - „ STM ` -STM \` , \ V. Y2 PROP 5 / ` ` ` \ ` \ DRAINAGE _ - - = _ \ \ t EASEMENT / - L \ ` \ -- ��- - - - - -- PAILS\ \�`` \` 418 -- - - - - -- -_ _ \` \ ` _\ ` \ \` ``\` \ \ •� , \ \ I A I I I \ I I I 1 30 15 7.5 0 30 1 "_ 30' GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTORTO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1 fHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD It• WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ;CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. TOF 19.5 CMP @ SYSTEM OPERATION NARRATIVE STORMWATER RUNOFF AROUND THE SITE WILL BE COLLECTED AND FILTERED AT THE COLLECTION POINT IN EITHER A FILTERRA STRUCTURE OR A SAND FILTER. THE OUTFALLS AND OVERFLOW BYPASS OF THOSE FACILITIES WILL THEN ENTER INTO A STORM CONVEYANCE SYSTEM WHICH WILL DIRECT THE RUNOFF TO THE RESPECTIVE UNDERGROUND DETENTION FACILITY. THE THREE (3) SYSTEMS HAVE BEEN DESIGNED TO BE PERFORATED CMP WITH 2' OF GRAVEL SURROUNDING THE ENTIRE SYSTEM AND T OF GRAVEL IN- BETWEEN EACH OF THE PIPES. BOTH THE GRAVEL AND PERFORATED PIPE IS BEING UTILIZED FOR STORAGE. AN UNDERDRAIN FOR EACH FACILITY HAS BEEN PROVIDED TO ALLOW THE REQUIRED WATER QUALITY VOLUME TO BUILD UP AND BE DETAINED FOR THE REQUIRED 30 HOUR DRAW DOWN RATE. AFTER THE BMP VOLUME IS CAPTURED, ADDITIONAL STORM RUNOFF WILL FLOW THROUGH THE CULVERT OUTFALL PIPES AND INTO THE SWM MANHOLE ADJACENT TO EACH FACILITY. THE CULVERT OUTFALLS ARE SIZED TO REDUCE THE POST DEVELOPMENT 2 AND 10 YEAR FLOWS TO BELOW THE PRE DEVELOPMENT LEVELS. FOR SYSTEMS B &C, THE BMP VOLUME WILL OUTFALL THROUGH THE UNDERDRAINS INTO THE SAME MANHOLE THAT RECEIVES THE 2 AND 10 YEAR STORMS. c l 4 H-6 C2 RIM 415.20 III— lII—III \��� - �IIIIIIIIIIIIIIIII II _ �I— I�� —��� ��� —��1 —� _ ���— ��� —���— CIF -1I1— III — I�Iliillllllll IIIIIIIII�II� — ITII�III�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIT - SAFETY SLAB - TOP ELEV. 406.00 BY - = 413.00 - MANHOLE - - STEPS - - ` 10/01/14 NV. 399.00 DRH r INV. 401.00 10'[D INV. 395.0 12 - 15 o NV. 397.00 PERFORATED 24" RCP PIPE PROP. CMP OUTFALL TRASH RACK `6" PIPE, TO r- STRUCTURE 6" PERFORATED PVC H -5 UNDERDRAIN SYSTEM 6" SOLID PVC BOTTOM ELEV. 392.00 ELEV. 391.5 UNDERDRAIN HEADPLATE WITH 4" NV. 391.85 ORIFICE CUT INTO HEADPLATE SYSTEM B OUTFALL DETAILS CROSS SECTION Cl -C2 SCALE: 1"=10' A 3 A2 ELEV. 392.00 1. SEE DETAILS PROVIDED BY THE MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. SYSTEM B OUTFALL DETAILS CROSS SECTION Al -A2 SCALE: 1 " =10' BI Tel 06.00 ELEV. 392.00 ELEV. 392.00 SYSTEM[ E OUTFALL DETAILS CROSS SECTION 131-I32 SCALE: 1"=10' 'k T! \F"To C4 1. SEE DETAILS PROVIDED BY THE MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. 406.001 0 LL V io zz �jZw= kw W Z Z Z v wo_,wgo gS �4 OOI, -�O= ivwi ?aij z a w O p m o °- g LL = Z z O 0a 1�1 U 0 z � g Z � U FZY0W $? 0 _j 0 =W z u W QwUU 0 v a °w U1 o a W w Cw7 H Z ao (� O 7 O U a ^cc7 U Z u z_ O O A zw u�{ ^^ N 1 W g a 0 oLL U w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I.D•: DIB2 PROJECT: VD' ]PO ]PLAN - ]E &S PHASE II AND SWM /BMP DESIGN FOR 5TH STREET STATION L.00,ATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com T V DANIEL R. HINES 7 .p� Lic. No. 043176 10/24/14 NAL SHEET TITLE: SYS JL Il AM B ° DESIGN INFORMATION SHEET NUMBER: 144 F�4 \ \ # 1 ; } k x rrx • \4� t 4 STM It STM TM –�_ ` �� ` `\ \ Y \ \ ' � ` ` `\ `\ \ `\ Fr iiµ. +�e'r��'�., \\ ` `` `\ f \\ \\ \`\ \ � `\ �\ \ `\ \ \ ♦ \ - sip EE DETAILS \ �• gA HEET 1 Alk mlllc STM ` `` ` `` \\ \ \\ `\ `\ \\ `!�✓ "" { +`` $J"# : `` \` `�\ \ \ "� \ \ ``\ fiq ` \ \ \1 ` II \\ ,\ I _ �` \ \\ \y \ `` \ ® /` >, \ ,\ \tc+� p• �ijL,} \\ Is" I \ ` '� ` `\ `, ` \ \ 7 , `, `, `�:����\ `\ ` ^gym ;d''' `."g 1 , 1 '{ ,r \ \, \ ♦\ `, 3� � \ ' }` , `, � \ \ \ \ \ �r r a Wiz. � i {� 1 \ `\ \ i \ `♦ \ `\ `, �`�y� \ , - ( , I 1 1 1 W \ \ '\ \ I '`3 \ \ ♦ \ ' 7, >n' 31-s ,'"rr�,' .)5' �``'I�i` ' "� \'"^� -\ It , ` 4 , `axor ` V A A A , v '\ v `� V '� v A � `v `\ �\ `vv ``'` ♦�`\ ���ar '.i�ry5� x It \ \ \\ rKsau \ \ `\ \ � •G�•E v ai' 4 :'�*� �:;.��l°'Nz'�S �„'� `� i l air 1 t ` 1 jV �� �r ; (gib ;: \``, \ \ I ( PROP. UD'3 \ \ \ �`\'`� l I 1 \ 1 �\ `` 1 \ 1 \ awry` ♦, `. Q' ; ,, \t- z�(t.�z ate, 'fi� \ #K-��\ gE TAILS HEE\T16B) X i \ \ \.N �\ •,`, t11 i�r ' r� .`5 45 1't�� \`\ t 2Z It 1, PROP. UDC} I` \ I �� - -- - ( I \ \ (SEE'AETAILS . `, �� \\ `', i SHEET 16B) \- \` \ '\ CA \ S f' 1 `° `\ dll \ �`` `` i i / ` I I \'\ 1 \ \ `\ � \ \ \ I \.� `-_� � , �`• �.� '`, ', `l. ��*,\ r �F� "�'�` ;,3 , # mid" ; ` I I ' I I '\ 1 \ � \ \ ' ` I , \ • _ + + `. \ � ` , STM `� � \�s ,� �. � .: It i - \ `I \ \ \ `j\, `\ 24" RCP \ I \ 1 I L — — — 1 — 1 I -- — — — \ \ \,`, -STM , STM \ — •� —i — -t- — — i— — —r`— — — -I I — \ \ —`\ —� ��` \\ 15 \ \a \ H 2 tro lk, ,` � � �� � \,mil -_. .�• `, \ \\ , . \,\ ,`. \ \ , �GQ \ a{ =Gxi�tti'C"�5 51y:$'e.�efaad8:�'t� ,\ \ \\ \ �� — — ' i i i r STM \ r ' _•- -• -.. `\ \ `\ ` \\ � •` , \ \, `, `\ � \\ \ STM ` \\ `,�4" RCF` n - -6 \\ v` ` i Ir i i - — - ' STM \\ I , \ 1 1 PROP I I ; DRAINAGE EASEMENT 1 II I I I 1 I I , I I I i I I + 1 1 I i 1 r r I I 1 r 1 I I I 1 1 I I I + 1 REV \ COMMENT BY O 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 / N DRH (D N rF� V ® It F- O o � W >Zx �w Z 10'T 1= i� =1 �` (TYP) ' Lq - w0JWgo � ;i g o CR o z ool -QO= [DH -tq� Y d ca C4 1 7 W f8 a. \\ ---------- ,r - -- ) H fWW 0 fn W CO 1 � WM r i I ca z = z oN �M w O U fag o zYZ> 0 a 122' a O d ®_ _PROP \, \ \\ `\\ \ PROP. -/ DRAINAGE _ \ \\ \ \ / EASEMENT - _ -- — _\ �<\ \` \ `` \ \ \`\ \ . \ \ \ GR 2 ^, , \\ I f�GP\ UL3 —_--- ----------- y\ \ I `� \\ (SE f Al \\ \ \® \ 418 - - _ \ l '-_:: I I _ 1 — —J - �— �.L —J i . _ — -------------- IN _ I X . \\ STM, `\ - - - - - -- \ \ \ — — 1----- - - -' -- I I �,\ r - \� \ ` GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTICN. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO 30 15 7.5 0 30 HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN VRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN CI II I nn.lCr\�..kkl(`C III 1. 1 —A. 1111 ATI!\AIC AA !`nn= 1 "= 30' 420 410 400 390 380 370 360 PROP. PROP. RETAINING WALL / 1 / STM / 156 PROP. _; RIP -RAP /\ / N / / / PROP. SAFETY / SLAB 12.00' - 15" CMP� / @ 16.67% PROP. SAFETY / SLAB 19.54'- 30" CMP @ �.84% I 25-31'. 24" RCP @ 1.0 90.49` - 24" RCP @j1.0 I/ PROP. CC (SEE GEC REPORT) E FILL CRADLE w%m z 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 PROPOSED STORM PROFILE - (H -1 TO H -3 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 420 410 400 390 380 370 360 REV I COMMENT BY O 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 / N DRH (D N rF� V N O ' QC, F- O o � W >Zx �w Z u �Z�ZOa Lq w0JWgo � ;i g o CR o z ool -QO= [DH -tq� Y d r C4 1 7 W f8 I W H fWW 0 fn W CO 1 � WM r i I z = z oN �M w O U fag o zYZ> 0 a a O 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 PROPOSED STORM PROFILE - (H -1 TO H -3 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 420 410 400 390 380 370 360 REV I COMMENT BY O 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 / N DRH (D N rF� V N O ' QC, F- O o � W >Zx �w Z u �Z�ZOa Lq w0JWgo � ;i g o CR o z ool -QO= [DH -tq� Y d �o �g C4 7 W f8 W H fWW 0 fn W CO co WM C) z = z oN �M w O U fag o zYZ> 0 a a O d O I—9 _jF 8 + > + mZQz O J O 2 W V°QwUU + > rn + > v�5 ° a? ° a w? 0 ? a OC? 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 PROPOSED STORM PROFILE - (H -1 TO H -3 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 420 410 400 390 380 370 360 IF REVISIONS REV I COMMENT BY O 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH =w rF� V ' QC, o � W >Zx �w Z u �Z�ZOa w w0JWgo � ;i g o o z ool -QO= [DH -tq� Y d �o �g 7 W f8 W H fWW 0 U O m< Q a z az �o �� z = z oN w O U fag o zYZ> } Z m OD= d I—9 _jF 8 mZQz O J O 2 W V°QwUU mm z j v�5 0 W F Fo aw pq w W CW7 `n m p O U z U a� ¢� o Q a 0 z ._ F0 U W IF REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848) (PA 1-800- 242 -1776) (VA 1-800- 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I.D.: DIB2 PROJECT: V 0' PO PLAN - E&S ]PHASE II AND S �� VD' M/BMP DESIGN FOR 5TH STREET REE T STATION, LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www. B oh l erEngin eering, c om TT- Hip DANIEL R. HINES 7 .p Lic. No. 043176 10/24/14 NAL E� SHEET TITLE: SYSTEM B ° DESIGN INFORMATION ATION SHEET NUMBER: 413 ' ' \ F ( ! I 6 \ O�� I \ \ \ i \ \ \ CMP �`\ \ \, ` �` `\ \`, �' Fes♦ \ `\ ` ` \ oa ��� ��� {� z,`� ,- ��'`,�3`(. ` '�, \' \ \'•\ � S.Y. { {', \', ,,•\ \ \`. s ag.4s�,lf x {`\`\ \ ♦ \ \� ` \ , \ , \ \ ''\ \ l `\ lA 3,� YH', Tait l` \'�i \`• +.'` \ \\_ \ v \\ \ ''sr \ `. \ /:fj• \` \`` \ \ \\ \ \ ' rtMd�" g J a ,s.�{?,� \`. \.` \ ♦ - "a\'r.'�' \ \\ \ �\ \�`.� \ `\ \ \ \ ` 1 \, ', Y}•+s+`S r. J�f�'C`fi '`y". \ '\ \ \ .-_ `, \ \ \ -o \ 0 m ` ♦ .♦ ` \� \ .�`� �.�c,'F '\ .Ir ITS QF `'`.; ,;\ •'\ \ \`1' r cY K at', 'r4 = -''` _ d rm� tv `,\ � `,� \\ , \\ \\ \\ ` \ ,` ,•\ ,,` \ �.• \ \�„ \�` \ �, `.9j '�,p al,e��Y\f �l,�xYrt'#r77 �7 tayr � --- - -- �` ,j6p - Q v � ♦`, ` v� `v , � ` `v � V (� 'G�1 t l'ir`a ` f � w - / \ \ \ ,i \ \ .\ `\ ,\ \ \ /CCi` •.♦ '•\ _ ,.Iruai ¢ 3 (tr � �., 7 �.(r,f,5p"� \ v��§'ti.. 2 \ •\ .O� `\ ♦, �., ',/1� \ , \ \ \`\\ ` \ \ W,. \ - _ - r eY t �Sr r` a^ r a `\ .\ ,\ V \\ ` \ ` '\\ Y\, `\ \``�\ , ♦•Rps,` \� r fis f C a" \ '. `\\ \ \\ ` .d°,s�; \ \ "• �`, \ \`\ \\ , '°'+ . � 5'7 ?y,a�" K�. x s �'<° tx � 4�,>rci y srw. `�, \ \w •, �\\ `, � ``\ \\ ` \ '\ ` /.`.�j ``. &'t,?�.lcgb�n.,, # Fes, "� tt �'- r3ry�, .ta �k LL \ `\ \' \\ \` \� \\ \` \ \ \\ \ \ \� \ ♦\ \fir,'\ � `\ -�.,` - ��t ��- z�^.,g. f ,gm �.j} O STM -- ''', \ *q\ \ T ` SM °1. ` \ `` \ \ `\ \\ E-1 `� \ ' �. `_.- -• �-- 1 \ \'moo\ `, \ , \I , , V. 41 1 /7%' STM v SWM /BMP ' STM e E n1/lr \ % , /'!�' /' /, \;, ';,' �', \,` , / / / /, %, /' ,; �,,\\'� �.•7 '.��a;.�' -'` , - - -- 310 7 �/' '' Y� 30 15 7.5 0 30 1 "= 30' SYSTEM OPERATION NARRATIVE STORMWATER RUNOFF AROUND THE SITE WILL BE COLLECTED AND FILTERED AT THE COLLECTION POINT IN EITHER A FILTERRA STRUCTURE OR A SAND FILTER. THE OUTFALLS AND OVERFLOW BYPASS OF THOSE FACILITIES WILL THEN ENTER INTO A STORM CONVEYANCE SYSTEM WHICH WILL DIRECT THE RUNOFF TO THE RESPECTIVE UNDERGROUND DETENTION FACILITY. THE THREE (3) SYSTEMS HAVE BEEN DESIGNED TO BE PERFORATED CMP WITH 2' OF GRAVEL SURROUNDING THE ENTIRE SYSTEM AND T OF GRAVEL IN- BETWEEN EACH OF THE PIPES. BOTH THE GRAVEL AND PERFORATED PIPE IS BEING UTILIZED FOR STORAGE. AN UNDERDRAIN FOR EACH FACILITY HAS BEEN PROVIDED TO ALLOW THE REQUIRED WATER QUALITY VOLUME TO BUILD UP AND BE DETAINED FOR THE REQUIRED 30 HOUR DRAW DOWN RATE. AFTER THE BMP VOLUME IS CAPTURED, ADDITIONAL STORM RUNOFF WILL FLOW THROUGH THE CULVERT OUTFALL PIPES AND INTO THE SWM MANHOLE ADJACENT TO EACH FACILITY. THE CULVERT OUTFALLS ARE SIZED TO REDUCE THE POST DEVELOPMENT 2 AND 10 YEAR FLOWS TO BELOW THE PRE DEVELOPMENT LEVELS. FOR SYSTEMS B &C, THE BMP VOLUME WILL OUTFALL THROUGH THE UNDERDRAINS INTO THE SAME MANHOLE THAT RECEIVES THE 2 AND 10 YEAR STORMS. GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1 ME SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II• WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE :CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 420 Cl REV DATE C2 — —� N STM E 3 5/15/14 PER COUNTY COMMENTS -- MANHOLE TOP ELEV. 413.00 _ — STEPS _— ( 18" PIPE �7r =fir — SAFETY SLAB 12'11 _ INV. _ — = 408.00 PERFORATED CMP \ INV. 407.00 ,; . 405.00 — A< INV. 403.0 , Jr r- PROP. 6" PERFORATED PVC !X, —' TRASH RACK - D UNDERDRAIN SYSTEM < 12" PIPE c} 24" RCP OUTFALL Z TO INV. 399.0 STRUCTURE 6" SOLID PVC E -2 UNDERDRAIN U NOTES INV. 395.3 NV. 395.00 2' EADPLATE WITH 4" 1. SEE DETAILS PROVIDED BY THE MANUFACTURER ORIFICE CUT INTO FOR SPECIFIC MATERIALS AND DIMENSIONS. HEADPLATE SYSTEM C OUTFALL DETAILS CROSS SECTION Cl -C2 SCALE: 1"=10' a g W (� pO � W U U /< N V �qoq (TYP) -, OZYe m }Z °D �9 z F QY J F Uw m Om02W om cnQ� U U Js cn H S: au`1 L/ ci W z H o r � I� r' 'm 0 2 102 Z � IT-, UU ow = CMP �`\ \ \, ` �` `\ \`, �' Fes♦ \ `\ ` ` \ oa ��� ��� {� z,`� ,- ��'`,�3`(. ` '�, \' \ \'•\ � S.Y. { {', \', ,,•\ \ \`. s ag.4s�,lf x {`\`\ \ ♦ \ \� ` \ , \ , \ \ ''\ \ l `\ lA 3,� YH', Tait l` \'�i \`• +.'` \ \\_ \ v \\ \ ''sr \ `. \ /:fj• \` \`` \ \ \\ \ \ ' rtMd�" g J a ,s.�{?,� \`. \.` \ ♦ - "a\'r.'�' \ \\ \ �\ \�`.� \ `\ \ \ \ ` 1 \, ', Y}•+s+`S r. J�f�'C`fi '`y". \ '\ \ \ .-_ `, \ \ \ -o \ 0 m ` ♦ .♦ ` \� \ .�`� �.�c,'F '\ .Ir ITS QF `'`.; ,;\ •'\ \ \`1' r cY K at', 'r4 = -''` _ d rm� tv `,\ � `,� \\ , \\ \\ \\ ` \ ,` ,•\ ,,` \ �.• \ \�„ \�` \ �, `.9j '�,p al,e��Y\f �l,�xYrt'#r77 �7 tayr � --- - -- �` ,j6p - Q v � ♦`, ` v� `v , � ` `v � V (� 'G�1 t l'ir`a ` f � w - / \ \ \ ,i \ \ .\ `\ ,\ \ \ /CCi` •.♦ '•\ _ ,.Iruai ¢ 3 (tr � �., 7 �.(r,f,5p"� \ v��§'ti.. 2 \ •\ .O� `\ ♦, �., ',/1� \ , \ \ \`\\ ` \ \ W,. \ - _ - r eY t �Sr r` a^ r a `\ .\ ,\ V \\ ` \ ` '\\ Y\, `\ \``�\ , ♦•Rps,` \� r fis f C a" \ '. `\\ \ \\ ` .d°,s�; \ \ "• �`, \ \`\ \\ , '°'+ . � 5'7 ?y,a�" K�. x s �'<° tx � 4�,>rci y srw. `�, \ \w •, �\\ `, � ``\ \\ ` \ '\ ` /.`.�j ``. &'t,?�.lcgb�n.,, # Fes, "� tt �'- r3ry�, .ta �k LL \ `\ \' \\ \` \� \\ \` \ \ \\ \ \ \� \ ♦\ \fir,'\ � `\ -�.,` - ��t ��- z�^.,g. f ,gm �.j} O STM -- ''', \ *q\ \ T ` SM °1. ` \ `` \ \ `\ \\ E-1 `� \ ' �. `_.- -• �-- 1 \ \'moo\ `, \ , \I , , V. 41 1 /7%' STM v SWM /BMP ' STM e E n1/lr \ % , /'!�' /' /, \;, ';,' �', \,` , / / / /, %, /' ,; �,,\\'� �.•7 '.��a;.�' -'` , - - -- 310 7 �/' '' Y� 30 15 7.5 0 30 1 "= 30' SYSTEM OPERATION NARRATIVE STORMWATER RUNOFF AROUND THE SITE WILL BE COLLECTED AND FILTERED AT THE COLLECTION POINT IN EITHER A FILTERRA STRUCTURE OR A SAND FILTER. THE OUTFALLS AND OVERFLOW BYPASS OF THOSE FACILITIES WILL THEN ENTER INTO A STORM CONVEYANCE SYSTEM WHICH WILL DIRECT THE RUNOFF TO THE RESPECTIVE UNDERGROUND DETENTION FACILITY. THE THREE (3) SYSTEMS HAVE BEEN DESIGNED TO BE PERFORATED CMP WITH 2' OF GRAVEL SURROUNDING THE ENTIRE SYSTEM AND T OF GRAVEL IN- BETWEEN EACH OF THE PIPES. BOTH THE GRAVEL AND PERFORATED PIPE IS BEING UTILIZED FOR STORAGE. AN UNDERDRAIN FOR EACH FACILITY HAS BEEN PROVIDED TO ALLOW THE REQUIRED WATER QUALITY VOLUME TO BUILD UP AND BE DETAINED FOR THE REQUIRED 30 HOUR DRAW DOWN RATE. AFTER THE BMP VOLUME IS CAPTURED, ADDITIONAL STORM RUNOFF WILL FLOW THROUGH THE CULVERT OUTFALL PIPES AND INTO THE SWM MANHOLE ADJACENT TO EACH FACILITY. THE CULVERT OUTFALLS ARE SIZED TO REDUCE THE POST DEVELOPMENT 2 AND 10 YEAR FLOWS TO BELOW THE PRE DEVELOPMENT LEVELS. FOR SYSTEMS B &C, THE BMP VOLUME WILL OUTFALL THROUGH THE UNDERDRAINS INTO THE SAME MANHOLE THAT RECEIVES THE 2 AND 10 YEAR STORMS. GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1 ME SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II• WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE :CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 420 Cl REV DATE C2 RIM 422.7 STM E 3 5/15/14 PER COUNTY COMMENTS -- MANHOLE TOP ELEV. 413.00 _ — STEPS _— ( 18" PIPE �7r =fir — SAFETY SLAB 12'11 _ INV. _ — = 408.00 PERFORATED CMP \ INV. 407.00 ,; . 405.00 — INV. 403.0 , Jr - NV. 401.00 PROP. 6" PERFORATED PVC !X, —' TRASH RACK - UNDERDRAIN SYSTEM < 12" PIPE _ 24" RCP OUTFALL Z TO INV. 399.0 STRUCTURE 6" SOLID PVC E -2 UNDERDRAIN U NOTES INV. 395.3 NV. 395.00 EADPLATE WITH 4" 1. SEE DETAILS PROVIDED BY THE MANUFACTURER ORIFICE CUT INTO FOR SPECIFIC MATERIALS AND DIMENSIONS. HEADPLATE SYSTEM C OUTFALL DETAILS CROSS SECTION Cl -C2 SCALE: 1"=10' a + 41 MA 12' ID PERK Al A9 UNDERDRAIN SYSTEM 399.00 SYSTEM C OUTFALL DETAILS GROSS SECTION Al =A2 SCALE: 1 " =10' NOTES 1. SEE DETAILS PROVIDED BY THE MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. B I �\ ]RI? ELEV. 397.00 ELEV. 397.00 SYSTEM (C OUTFALL DETAILS CROSS SECTION El -E2 SCALE: 1"=10' T% CN 1. SEE DETAILS PROVIDED BY THE MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. REVISIONS REV DATE COMMENT J LL 0 5/15/14 PER COUNTY COMMENTS DRH 2 Lll >oa o z 3z 3 DRH 3 10/23/14 PER COUNTY COMMENTS DRH U LL! 0 S E..� Z m OoraoLL a x l - cn� �o p 0 F U �w 'ia � Za W p o< a g W (� pO � W U U Q Q �?'O�Q N V �qoq OZYe m }Z °D �9 z F QY J F Uw m Om02W om cnQ� U U Js cn H S: au`1 L/ ci W z H o z � I� 'm 0 Z � IT-, UU ow = n - a 0 5w 0 o 0 �LL U fit z REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EART'H'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1-800- 242 -1776) (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I.D.: DIC2 PROJECT: W PO ]PLAN - E &S PHASE II AND SWM /EMP DESIGN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA J BOH LER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BahlerEngineering.com V DANIEL R. HINES y .Q Lic. No. 043176 10/24/14 NA SHEET TITLE: SYSTEM C DESIGN INFORMATION SHEET NUMBER: 15A \,\ `.\ ` \\ `;,'`, \\ a" a °- a�� \, \ `'� - - - -,� \„� - / ,�Q ♦\ � ., � � _ y a - - - -- J60 `- ,, Suggested L Edge . ... -a . . L , ` , v \ . , \ \ \ , , ..� __1- .. 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"k'9,';f a k. 4 , e ,r x� ,..,`N.«•. �c<Sr - .S°"..A'"- x'Y:ah / ' /, /, / \// ' /, / i /' ' /',/ .' � -' \♦ \ 1 i )`,/' _ \ ` r a ,,���t��tl ,!*^lE,, ,a q���`i $ � �,,�j 4 -, Yd',gF,,'�,�gff•"F'73d ��k"yw�,,Y�� ?d'..�`+��� ,,/ ,/ ,�, / / ,'� ' "^ /�, ''' \ ,- 7 `+i •�. Sa .d '�/ .r `3 '•fit 't l'if 5 ,,1�< {f�r#,'#:'' � � ' '' r © / ' ' V� J' ''' /' � \ '\ 1 1 \ \ ,i'�'3., �i,+�z•�, �4 €irrii,.�` v�'5����" #�ri�, ' � /i '�' '' / r /% \ '�''' : / \ 1 1 I �'� \ \• �.cd'�L "Tss�Rlze�i�r��;b n�hst7�Ear�; +r... - '60 / , - - - - - -- z -� i /' /i i \ ' , / / ,/ /, ,/ e .• - ;"S.� `U •-'- A_.d \:.,Jr..1`= .J�,1�../` -%� - - _-� - - - _ __ -- •/'' J ' A PROP. RIP -RAP s' `j\ °v_ _ -------------------------- - - - -- - , - -- - - STM " -I . . . . . . . . ;.., -- J/ Qt - - -- ---- - - - - -- t ...... .... ... NE STM \ '- i \\ \ 33,?�• P_ --" "_' _ ,, ,, '_.._ __ _ -��' __ ,`�'-`� lIr"'1 = /�.. '�� --1 iA..r' f".�, �. 9e.- a�ovn. �:.. •- 'Y�'J�i+.�&..��i� 7.^�"�o _- - n _ , 04 � _- ^' _•.- _---- --"�r� - - \`\ - -- -- • � "_ : _ _ -_4 - - _ - _- = =C - _ _ -- - -" _ _i 418 ___- ___ j .._- - ;- �___..___ .___ __--_ - --�""� i 418 -% �"- -- TM C-4 C , _ J ' _ _- - a STM STM. 36%sO 4 , PROP. RESERVED R.O.W. AREA sTM 3 red.• . ;' / V 13- 1 7v+ 2 \ \ ` 444 - - - -- - -- ` \. \ \ Pi 6__�4�507 24" R �/ �D', \--, \, ' LIMITS OF — — — — — - --- - - - - -- ,- DISTURBANCE ® - r- \ ` - -- - - - - -' - - - STM ` �� \ ''•3 -- - -------------- - - - - -- -- - - - - -- _— -- -- ------------------------------------------------ _ —.__ ` . %fir •� � ------------------------------------------------------- - - - - -- ------------- - - - - -- ---- - - - - -- _ \ - _ _ - - - ' 1 s --------------------------------------------------------------- ------------- - - - - -- \ -- - Ab5Z _ - - ---- - --- ---- -- - - - --------------------- -- �� ` - _ - �� ` - - - ----------------- - - - - - -------------------------------- - - - --- ------ - - - - -" •-- - --------- - - - --- -- - -- - - - --- ------ ----------- ------ - - - - -- ---- - - -- -- - ' ------------------ ' - - ' - __ —_ _ ---------------------- - - J --- --- ---------------- - -- - -- - ---------------------- — ------------ - - _ -- - - -- -- - _ - - Asa I ay* . --- - - - - -- - -- - - - ' "-------------- 1' - \ 30� 15 7.5 0 30 1 "= 30' 430 420 410 400 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 TOP ELEV. 417 4'X 4' RISER STRUCTURE 18" 0 RCP INV. 409.00 LANDFILL I L L POND ° CROSS SECTION ION C °C SCALE: 1"= 50' HORIZONTAL 1"= 5 ' VERTICAL 7 -TRASH RACK (REFER TO DETAIL, SHEET 17A) —3' WIDE WEIR INV. 416.00 4'x 6" ORIFICE INV. 414.25 DEBRIS RACK (REFER TO DETAILS, SHEET 17A) _--2" ORIFICE INV. 410.00 PROP. GRADE -8" CONC. WALLS TWIDE - INV. 416.00 LANDFILL POND RISER STRUCTURE DETAIL SCALE: 1 " =5' LAKE EDGE TREATMENT - GRADE SPEED BUMP TREATMENT (SEE DETAIL THIS SHEET) 30 MIL RIPE POND LINER SHEET) FOLLOW PROP. GRADE TO THE TOP OF THE DAM END POND LINER AT ELEV. 419.00 12" STOINE - VDOT --' MIRAFI 180N -� GRADE NO. 21 -A NONWOVEN GEOTEXTILE FABRIC (OR EQUIVALENT) 18" STONE - VDOT GRADE NO. 3 TENSAR TRIAX TX190L GEOGRID (OR EQUIVALENT) LANDFILL POND LINER INSTALLATION DETAIL NOT TO SCALE TRASH RACK (REFER TO DETAIL, SHEET 17A) TOP ELEV. 417.00 DEBRIS RACK #4 REBAR GRID AT 3" O.C. DEBRIS RACK (REFER TO DETAILS, SHEET 17A) 4'X 4' RISER STRUCTURE 8" CONC, WALLS 0 2.5 5 1 "= 5' EDGE TREATMENT - /-LAKE SPEED BUMP TREATMENT (SEE DETAIL THIS SHEET) TOP OF DAM = 419.00 EARTHEN EMBANKMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL SPECS AND REQUIREMENTS P. GRADE 430 420 REV DATE COMMENT BY �'r 5/15/14 PER COUNTY COMMENTS STM 2 J PER COU NTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS w C -3 TF� ¢¢a aw STM TOP OF DAM W Lm W C4 w z MIN. 8' WIDE � I �© E 0 W z � ...... �� H W 10 -YR WSE = 416.99 as Z y O w O = 2 -YR SE = 415.90 w O ♦ P 'OP. GRADE No Z �J' F--1 m QYOW °mw EX. 01 DE 103.66' -18f RCP @ 0.50% o� z (�QQ�UU �g o CD Z ' H H ROP. CONCRETE RADLE PROP. 98°p COMPACT FILL c7 `n Ho W / (SEE GEO TECHNICAL REPORT)__ _ (D U z �z ww � a � 1� N C zLL U W - N M ap —Op 2 ^ I- W — co -' N cn O co m' co 1? �cd o °a 0 rn pZ OO °v A Z. v aO v_ Z a r�� 0 �O = ZZ:> aa!? 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 TOP ELEV. 417 4'X 4' RISER STRUCTURE 18" 0 RCP INV. 409.00 LANDFILL I L L POND ° CROSS SECTION ION C °C SCALE: 1"= 50' HORIZONTAL 1"= 5 ' VERTICAL 7 -TRASH RACK (REFER TO DETAIL, SHEET 17A) —3' WIDE WEIR INV. 416.00 4'x 6" ORIFICE INV. 414.25 DEBRIS RACK (REFER TO DETAILS, SHEET 17A) _--2" ORIFICE INV. 410.00 PROP. GRADE -8" CONC. WALLS TWIDE - INV. 416.00 LANDFILL POND RISER STRUCTURE DETAIL SCALE: 1 " =5' LAKE EDGE TREATMENT - GRADE SPEED BUMP TREATMENT (SEE DETAIL THIS SHEET) 30 MIL RIPE POND LINER SHEET) FOLLOW PROP. GRADE TO THE TOP OF THE DAM END POND LINER AT ELEV. 419.00 12" STOINE - VDOT --' MIRAFI 180N -� GRADE NO. 21 -A NONWOVEN GEOTEXTILE FABRIC (OR EQUIVALENT) 18" STONE - VDOT GRADE NO. 3 TENSAR TRIAX TX190L GEOGRID (OR EQUIVALENT) LANDFILL POND LINER INSTALLATION DETAIL NOT TO SCALE TRASH RACK (REFER TO DETAIL, SHEET 17A) TOP ELEV. 417.00 DEBRIS RACK #4 REBAR GRID AT 3" O.C. DEBRIS RACK (REFER TO DETAILS, SHEET 17A) 4'X 4' RISER STRUCTURE 8" CONC, WALLS 0 2.5 5 1 "= 5' EDGE TREATMENT - /-LAKE SPEED BUMP TREATMENT (SEE DETAIL THIS SHEET) TOP OF DAM = 419.00 EARTHEN EMBANKMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL SPECS AND REQUIREMENTS P. GRADE 430 420 41U 0 i_ 400 REVISIONS REV DATE COMMENT BY �'r 5/15/14 PER COUNTY COMMENTS DRH 2 J PER COU NTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS w TF� ¢¢a aw > 2 W Lm W H w z woJaSos g ooWao= mF -cn�u a �© E 0 W z � ...... �� H W v -0 as Z y O w O = w O ♦ }�ao �ZYZ> No Z �J' F--1 m QYOW °mw 0mZQZ OJOxw o� z (�QQ�UU �g o CD Z W H H ao t W c7 `n Ho W u U (D U z �z ww � a � 1� om zLL U W - 41U 0 i_ 400 REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10/01/14 PER COU NTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I.D.: DI2 PROJECT: W]PO ]PLAN d E&S PHASE II AND SWM /]AMP DESIGN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohferEngineering.com Ode p U DANIEL R. HINES 7 .0 Lic. No. 043176 10/24/14 �s`sr�NAL "E�G SHEET TITLE: LANDFILL POND e DESIGN INFORMATION SHEET NUMBER: 16 PLAN VIEW 4467 12-, 15- NOTES: ?P41 1. CQST OF TRASH RAtK AND DEBRIS R9K ARE TO BE INCLUDED 42" III, THE SID PRICE FOR THE tTORMWATER MANAGEMENT DRH DRAINAGE STRUCTURE, LL 2, STRUCTURE M BE PRECAST OR CAST IN PLACE, SEE SHEET t4- I 2 OF 3 FOR DETAILS ON PRECAST STRUCTURE. T YPCAL "COLVERT ROUND OR S00ARE * MAX, 7' -6- lop 6" M11,LOPENING 4*-0" OR GREATER ABOVE INVERT OF OUTLET PIPE- FOR STEP 7-4/1" TH.ROUCH THE WALL----,-- 2.665 S. FOR DETAILS ON METAL PLATE, DEBRIS RACK AND TRASH RACK 71-77-'— 7T SEE STANDARD SWM-DR, 3,624 3.437 6, MARK HEIGHT OF STRUCTURE, IN SLAICK.'WITH 411 HIGH NUMERALS 0> Z Lu 0- AND I" WIDE HORIzor4rAL STRIPES AT TiNTERVALS FROM INVERT SIDE VIEW SWIM DRAINAGE STRUCTURE TRASH RAoCK fSEE STD. SWM-DR) 5EE METAL PLATE /-DEBRIS > LL RACK 3 RT QF tKUNI VItW (IDEBRIS RACK NOT SHOWN) 51ZE Of THE WATER QUALITY ORIFICE SHALL BE SPECIFIED [HE PLANS, ADDITIONAL OPENINGS IN THE STORMWATER kGEMENIT DRAINAGE 'STRUCTURE TO 5E PROVIDED WHE14 3FIED ON THE PLANS, '-R GUALIT'Y ORIFICE NOTE BQTIQM Of 5TORhtWATER MANAGEMENT 0A$IN ARPRQXIMAT� QVANITITIC$ GA$T-IFII-PLA4& qLA$5 A-� ' QINCRETE TO UE V50, MAXRAU1M DEPTH (H) TO BE 12-8• PIPE SIZE 12-, 15- NOTES: Wj LAT WA5HER$ AND $ELF I %KlNq tlVT!5 TYPICAL 0 PkA�E$, 1. CQST OF TRASH RAtK AND DEBRIS R9K ARE TO BE INCLUDED 42" III, THE SID PRICE FOR THE tTORMWATER MANAGEMENT DRH DRAINAGE STRUCTURE, LL 2, STRUCTURE M BE PRECAST OR CAST IN PLACE, SEE SHEET t4- I 2 OF 3 FOR DETAILS ON PRECAST STRUCTURE. DEPTH Vi 3. WEEP HOLES SHALL OT 13E PROVIDED, 7' 4. STEPS ARE TO BE PROVIDED WHEN HEIGHT OF STRUCTURE IS 6'-V' 4*-0" OR GREATER ABOVE INVERT OF OUTLET PIPE- FOR STEP 7-4/1" DFTAILS SEE STAIDARD ST-1. 2.665 S. FOR DETAILS ON METAL PLATE, DEBRIS RACK AND TRASH RACK 2.878 SEE STANDARD SWM-DR, 3,624 3.437 6, MARK HEIGHT OF STRUCTURE, IN SLAICK.'WITH 411 HIGH NUMERALS 0> Z Lu 0- AND I" WIDE HORIzor4rAL STRIPES AT TiNTERVALS FROM INVERT Of WATER OUALIVY ORIFICE (ALL VISIBLE SIDES), 7, THE PERMANENT STORMWATER MANAGEMENT DRAINAGE STRUCTURE, (5 F z Zo Lu uc" STANDARD SWM -1 MAY BE MODIFIED WHERE THE STORMWATER PLAN VIEW MANAGEMENT BASIN IS TO BE USED AS A TEMPORARY SEDIMENT U 44 BASIN DURING PROJECT CONSTRUCTION. SEE STANDARD SWM-DR, (TRASH RACK NOT SHOWNI SHEET I OF 5, FOR TEMPORARY MODIFICATION DETAILS. TRASH RAoCK fSEE STD. SWM-DR) 5EE METAL PLATE /-DEBRIS > LL RACK 3 RT QF tKUNI VItW (IDEBRIS RACK NOT SHOWN) 51ZE Of THE WATER QUALITY ORIFICE SHALL BE SPECIFIED [HE PLANS, ADDITIONAL OPENINGS IN THE STORMWATER kGEMENIT DRAINAGE 'STRUCTURE TO 5E PROVIDED WHE14 3FIED ON THE PLANS, '-R GUALIT'Y ORIFICE NOTE BQTIQM Of 5TORhtWATER MANAGEMENT 0A$IN ARPRQXIMAT� QVANITITIC$ GA$T-IFII-PLA4& qLA$5 A-� ' QINCRETE TO UE V50, MAXRAU1M DEPTH (H) TO BE 12-8• PIPE SIZE 12-, 15- 1 18- 24 30" 36" 42" MINIMUM DRH 2 LL PER COUNTY COMMENTS DRH 3 DEPTH Vi 5'-0" 5`3k/4" 5' -Wz" 6'-V' 6'-71/j- 7-2" 7-4/1" 'MU, YQ% 4;0JQRCTE 2.665 2.773 2.878 3.078 3,624 3.437 3,508 INCREMENT PER FOOT OF ADDITIONAL. DEPTH '*H' - 0.46,11 CU. YDS- SPECIFICATION \VDOT REFERENCE CAST IN PLACE STORMWATER MANAGEMENT ROAD AND BRIDGE ST"ARDS 3 t2 DRAINAGE STRUCTURE REVISION DATE -HEET1 t OF 3 VIRGINIA QEPARTMENT OF TRA"5PORTATION 03!'1Q 4 DENSE TRASH RACK SCREENING ..4 (METAL OR HDPE) O 4 4 4 4'1 4 - GENERAL NOTE: IT IS THE RESPONS181LITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THc DOCUMENTS RELATIVE T THE SPECIFICATIONS OR APPLICABLE CODES, IT 18 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CCEPTANCE OF FULL RESPONSIBILITY 8Y THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. • • OPENINGS MUST NOT EXCEED 0.511 X 0.511 A V2"xI1,/%" BOLT METAL PLATE SIDE VIEW OF BOLT WELDED ON TO METAL PLATE SIDE 'VIEW OFIAL FOR DEBRIS RACK HOLDER IA YA ii tv My i TOP TO RE HINGED TO ALLOW TO WATER QUALITY ORIFICE (SEE HOLDER DETAIL ABOVE) L 0' 3/611 01k BARS NOT GALVANIZED SEE NOTE 2 I N mm I ADHE51VE B%T, -LOQKIN17 HEX. NVT, WASHER, DIA. HOLE SWM-OR SQ. NOTE A HINGED, LOCKA8LE ACCESS DOUR WITH A MINIMUM 2'x 2' CLEAR OPIMNG, SHALL BE PROVIDED ON ALL TRASH RACK$, HIGH DENSITY POLYETHYLENE D MET& (STEEL) iRB XVDOT STORMWATER MANAGEMENT DETAILS TR,A<zH RACK ROAD A"D BR,04GE SIMI)MOS . f-%,-1 SHEET 5 OF 5 REV1151011 DATE FOR SWM DRAINAGE STRUCTURES VIRGINIA DEPARTMENT OF TRAN5PORTATION FRONT VIEW swM-DR 1. COST OF DEBRIS RACK, MET AL PLATE, AND DEBRIS RACK HOLDER TO 8E INCLUDED IN THE BID PRICE FOR THE SIAIM DRAINAGE STRUCTURE. 20 YEORIS RACK MAY BE FAURICATED FROM WELDED ThlICK HIGH DENSITY V5" DIAMETER EMS OR PQLYETHYLENE.NETAL CQMPONENT5 OF PEBRI5 RACK MV5T NOT BE QALVANIZED, 1 DEBRIS RACK TO BE NNOED AS SHOWN OR CONTRACTOR MAY SUBSTITUTE A COMPARABLE DESIGN A15 APPROVED BY THE ENONEEk 44THE LOCATION OF THE DEBRIS R6CK HOLDER MAY BE ADJUSTED FOR VARIABLE CONDITIONS, WHEN HOLDER BOLT 13 LOCATED ON THE METAL, PLATE TH�' a /2., DIA BOLT LENGTH IS TO BE REDUCED A LO. AND WELDED TO THE PLATE. DEBRIS RACK HOLDER AND ALL HARDWARE 15 10 HE GALVINIZED. limpBoom Boom NMI TOP TO BE HINGED TO ALLOW ACCESS TO WATER OUALITY ORIFICE (SEE NOIC 3) ■ In Elm m I rlrrrrlrrrrrrrrrr 25/a*' SQUARE OR Y' DIA, HOLES MIAX. (SEE NOTE 2) FRONT VIEW HIGH DIEN SIDE VIEW METAL DETAIL FOR DEBRIS RACK (FOR WATER QUALITY ORIFICE) SPECIFICATION KFERENr,C STORMWATER MANAGEMENT (SWM) DETAILS DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE 302 (FOR SWM DRAINAGE STRUCTURES, SWIM RISER PIPES AND SWM DAMS) VIRGINIA DEPARTMENT OF TRANSPORTAT[ON POLYETHYLENE ROAD AND BRIDGE STANDARDS REv15loti DATE 511HEET 2 OF 5 $RIECIFICATION REFERENCf 302 CONCRETE CRADLE NOT TO SCALE T 8.- 1/12 D. N MENNE/m �// I/Owm0l CONCRETE MATERIAL FOR CRADLE Fc 4,000 PSI, F = 1,600 PSI F, ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE F, = DESIGN STRENGTH OF CONCRETE BUT NOT LESS THAN 6" IF THE PIPE IS LAID IN AN EXCAVATED TRENCH, THEN THE SIDE WALLS MAY CONFORM TO THE TRENCH SHAPE (IE THE TRENCH MAY BECOME THE CRADLE FORM) SOURCE: SCS; ES -154, A2 CRADLE D DATE COMMENT BY 0 I N MENNE/m �// I/Owm0l CONCRETE MATERIAL FOR CRADLE Fc 4,000 PSI, F = 1,600 PSI F, ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE F, = DESIGN STRENGTH OF CONCRETE BUT NOT LESS THAN 6" IF THE PIPE IS LAID IN AN EXCAVATED TRENCH, THEN THE SIDE WALLS MAY CONFORM TO THE TRENCH SHAPE (IE THE TRENCH MAY BECOME THE CRADLE FORM) SOURCE: SCS; ES -154, A2 CRADLE REVISIONS REV DATE COMMENT BY 0 5/15/14 PER COUNTY COMMENTS DRH 2 LL PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS LLT 0> Z Lu 0- kw Z (5 F z Zo Lu uc" gS U 44 W �: *4 44 0 bpl-gpl fn �- U) LL (L F@ @ H ui H k7 Li u- < 'z W 0 C) 4. = z - 0 - < U IX >- 0 z 0 YZ> m >:z Oct Z z: z 0 u- ui �- < Y -j �- mw 7) cnz<z 0 -a OM LU <=00 6i � 0 z w X E. -.0 z rh z 0 U DR O U Z u u 0 cn P4 5 1.2 . . 4d P-4 0 a - '00 U 44 REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10101t14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -0848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPICBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I.D.: SD2 PROJECT: WPO PLAN - E&S PHASE 11 AND SWM/BMP DESIGN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH: STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com • DANIEL R. HINES Lic. No. 043176 b'T� 10124/14 JUAI- r SHEET TITLE: CONSTXID%UCTION DETAILS SHEET NUMBER: 17A W� I�6„ ,n I j INLET SHAPING i (BY OTHERS) I 1 A i i A I I I I I I I I L----- i— - - - - - -- �— •� CURB (BY OTHERS) SDR -35 PVC COUPLING PLAN VIEW 1hL CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) CLEANOUT PLANT AS SUPPLIED COVER BY AMERICAST TREE FRAME & GRATE C AST IN (NOT SHOWN GALVANIZED CAST IN TOP SLAB TOP SLAB FOR CLARITY) ANGLE NOSING TOP SLAB CURB AND GUTTER INTERLOCKING JOINT (TYP) m (BY OTHERS) �- STREET a- 0 �v I 0 DOWEL BARS I > 0 12" O.C. `r ? :: �= FILTER MEDIA PROVIDED BY AMERICAST r PERFORATED MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM to BY AMERICAST UNDERDRAIN STONE PROVIDED BY AMERICAST SECTION A -A DESIGNATION L W TREE GRATE QTY & SIZE OUTLET PIPE 6 x 4 6' -0" 4' -0" (1) 3x3 4" SDR -35 PVC 8 x 4 8' -0" 4' -0" (1) 3x3 4" SDR -35 PVC 8 x 6 8' -0" 6' -0" (1) 4x4 4" SDR -35 PVC 1D x 6 10' -0" 6' -0" (1) 4x4 6" SDR -35 PVC 12 x 4 12' -0" 4' -0" (2) 3x3 4" SDR -35 PVC 12 x 6 12' -O" 6' -0" (2) 4x4 6" SDR -35 PVC 13 x 7 13' -0" 7' -0" (2) 4x4 6" SDR -35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED DRAWING AVAILABLE IN TIF FILE FORMAT. BY WRITTEN AUTHORIZATION FROM FlLTERRA DATE: 09 -04 -07 DWG: FTNW -3 PRECAST FILTERRA® UNIT Werra, NARROW WIDTH CONFIGURATION US PAT 6,277,274 Copyright ® 2007 by Amakut AND 6,569,321 I r--------------- - - - - -� I I I I I I \ INLET SHAPING A - \ A (BY OTHERS) l o I \ — T J i SDR -35 PVC COUPLING CAST INTO PRECAST BOX j WALL BY AMERICAST (OUTLET I I PIPE LOCATION VARIES) I I I CURB (BY OTHERS) PLAN VIEW TREE FRAME & GRATE CAST IN TOP SLAB PLANT AS SUPPLIED CLEANOUT COVER BY AMERICAST GALVANIZED CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING FOR CLARITY) TOP SLAB CURB AND GUTTER INTERLOCKING (BY OTHERS) JOINT (TYP) STREET a a y. cV ,I OF 1 r� d z UNDERDRAIN STONE PROVIDED BY AMERICAST io MULCH PROVIDED BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST SECTION A -A DOWEL BARS 9I ® 12" O.C. PERFORATED UNDERDRAIN SYSTEM BY AMERICAST I MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIF FILE FORMAT, DATE: 07 -07 -06 DWG: FIST -2 6) 1�4 LMJ WI flow L J o PRECAST FILTERRA$ UNIT flfirri* STANDARD CONFIGURATION US PAT 6,277,274 Copyright 0 2007 by Amcdmt I AND 6,569,321 � 15" RQP ACCESS TREE GRATE OUTLET DESIGNATION L W QTY & SIZE PIPE 5 x 6 6' -0" 6' -0" (1) 3x3 4" SDR -35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIF FILE FORMAT, DATE: 07 -07 -06 DWG: FIST -2 6) 1�4 LMJ WI flow L J o PRECAST FILTERRA$ UNIT flfirri* STANDARD CONFIGURATION US PAT 6,277,274 Copyright 0 2007 by Amcdmt I AND 6,569,321 � 15" RQP ACCESS g^' PVC,` 4' -0" * PROPOSED TX 5' MANHOLE 3,. PVG" 2.45 HINGED GATE TO — 10' PVC IMITED TO i ` ALLOW ACCESS ( w DRH TO OUTFACE Q3: W c CULVERT --- m°( °0 ACCESS U TRASH RACK — SW MANHOLE m a #3 REBAR GRID -- OUTFACE 2' MIN. (� AT 3" O.C. � �a�iJ1 PIPES ozOdz --- I IN 11 2' MIN. Z mzOLL. S 4' �mz¢z OUTPACE z CULVERT TRASH RACK w OUTFACE cn a F TO BE BOLTED SIDE VIEW FRONT VIEW CULVERT TOP VIEW TO WALL OF z'"° C7 PIPE U a P 'ROPOSED VAULT ll TRAS1 ri ]RACK DETAIL 9 z (NOT TO SCALE) GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1 fHE SPECIFICATIONS ORAPPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD It WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ,CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. INFLOW jA T ACCESS MANHOLE MULCH LAYER JUNCTION CHAMBER" OUTLET PIPE (t QCATIQN VARIES) OVERFILL LENGTH FILTERRA LENGTH to L. _ — _ _ 4 ` FLav IN OPENIN' F , PLAN VIE4 TRFF GRATE A u 'TERRAFLUME AND FRAME BYPASS CLE+ANQUI WEIR TRAM' � � PIPE COVER .a }- s FILTERRA 'ENGINEERED MEDIA a UNIT TO BE SET PLUMB AND LEVEL DESIGNATION OVERALL INLET MAX BYPA s (LENGTH X WIDTH) (LENGTH x VADTH) RIPENING PIPE SIZ 4x4 6x4 4' -Q" 6" FVC' 6.4 $x4 4' -0" 8" PVC 8x4 10x4 4' -0" 8" PVC: 6x6 u6 $x6 _ tOx6 IOx6 12x6 12x6 €4x6 13N7 15x7 GER OPENING, ALLOWED AND CONTECH* tta saw uc w'r+ve. Cora1&chES.arsrtt 3.mke Nime:Or., Wfo 4006 West ChesLar. ON. L.E 1,57' 15" RQP 4' —O" f g^' PVC,` 4' -0" * 8 PVQ:. 4' -0" ; 3,. PVG" 2.45 PVC 10/01/14 10' PVC IMITED TO i ` LESS THAN 1,57' 15" RQP 1.57' 15" RCF? 1.57 15" RCP 1,57 1.57 15 RCP �15" RCP 2.45 15" RCP FILTERRA INTERNAL BYPASS CURB WITH JUNCTION CHAMBER NOTE: CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE FILTERRA STRUCTURES TO THE COUNTY INSPECTOR FOR REFERENCE PURPOSES. ID CMP (SAND FIL PRE- TREATMENT L BAFFLE CLEANOUT FILTER 2" WASHE L FABRIC Z O T -0" tD N QQa GRAVEL SAND FILTER BED PER COUNTY COMMENTS DRH 2 10/01/14 PER COUNTY COMMENTS W 3 02 i r I I ILL-- -_ 6)) I o, - --------------------- - - -j - - - -- -------------------- r _ - - - --- ---- - - - - -- ' - -- _ - - - , h I I \ 11z - ------ - - - - -- -- _ -- - �'•_' W"h� - - -- -- .--- - - - - -_ _- '_ --�,_- _ - + " - - - - _ `-- _ -_•._ _ �/ \, '!� t� I \ `\ \ , \\ \\ - .___ -._ Y_ �. - -- - - - -- - --�� - _..�, ' - - -- r - - -- - - - - - -- - - s _ _ _ �_ —_"�_ - '_- � -_•._ _ _. -- 1 -. ,- .__- - . ;�,.�x .a— 1 ; 1 '�V. - 4 F ` u u _ •^--a - ` ` \\ _A_ rv-.rv'�">• > "rYVaesw q 1 - - - dJ ---- -___ -- ---- - - - - -- _ — - - _ _ _ - __ -- __ -- -- - -- _ -- _ d - -- ----- - - - - -- - - - - - `--- — %__- '--___ .� == �L = - -� ."'-✓ _— J'= =:_ \z_.__ `_,_- ��.._.__�--- - -____ _____...-- -- _�'t- '- ___"__- __.:I :7, -- � `1 - - ,.L%%i,.i.:.,,`.e.fa -ti•1 s.t�"'"A.. -�- - - _ _ yy JC /` �Y-�- - �_ -- O ,%" '" rJ' f YGi'-• J • "'C``___'-- 1--- �_._ -_ -- �`' � `-� =_ - - - - -- -- -- -- - - - _-� . - - - "-_ -- i:s \, JJ , r .- � • - - -_ �p�_, „� a �1 -------- ,____.. =- ___..__rte= __-.__ _.__�_.__..__r_ _____- _._ -__ ___.______ ._.__. _ _:7f_ , \ i/ - r--- -_ __ _._ - .__ - - ! __ s____� - .•' ..'..- _ , I,- N F lFT R EFj° EX-TEN /pED ST TE ROUTE-6 NQ - 0 1 , J =. f 1 f� _ 10 0150 ' �' 5� Ut00 - 17-1- l lr ,y -- - -- ' - - - -- _- - -- v i _ . • _ � Sy» - ,y. 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" \ IMPROVEMENT PLAN FOR FIFTH STREET - ` i '=- ` -= -�' � - - s" _- � AND BENT CREEK ROAD INTERSECTION," \--- \\ - �•�a ' 1 COORDINATED WITH THE CITY OF �\ 111 -_ n.. \, � \ '� \ _ t I 1 �HARLOTTESVILLEFORAPPROVAL. ` ---- C APPROVED FOR , CONSTRUCTION , - - r, / r STREAM BUFF4 LINE �s - - --------------- - - - - -- - - -- PROJECT NO.: V122001 ` --- -- ------------ - - - - -- s _ DRAWN BY: JLP /CBC %! . _� .`\ �\ ,\ �\\ (, 11' \�' r i n Y'�f, 1r , \ - -. �'l la '�i ��%"`� "` ...,w'\ /`'•` �r , I '� // a`` ``�...�� o.� .,�,., x - - - - - -- DRH CHECKED BY' _ Ci /f• r"� �.. ! X *07 0 1 \\ `` \ \A \ `` 1 11 .�•'c_'� = - -�1 j /,,rr��s Jv'a; "{%♦.t1.;,- ;::�_� =-� F'y-' \`. 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITW :EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. U ------------------------------------ - - - - -- ------ - - - - -- _ - - - - -- -- - - ---" cS `\ - -- F d - STM .�--- F P - .. ,,.- �; 9�� ' - G-1 _ c� --� -, 374 / FP ° ----- -- - - - - -` •�P- G -7 \ �o w r \ o 8 STM " Cp alga_.� _.�'- «. --=e• -^-sue STREAM BUFFER LIPIE -° --------------- ------------------ -- - --= -=-- ---------------------- 40 20 10 0 40 1 " =40' NOTES: 1. SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES. 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 ". 4. BENCH MARK LOCATED AT CITY CHARLOTTESVILLE MONUMENT, STATION 111 IRON ROD W/ CAP VIRGINIA STATE PLANE COORDINATES SOUTH ZONE (NAD 83) (1994) U.S. SURVEY FEET NORTHING = 3890940.175 FT. EASTING = 11480691.350 FT. ELEVATION = 416.74' (NAVD 88) 5. 5TH STREET AND BENT CREEK ROAD INTERSECTION IMPROVEMENTS WILL BE COORDINATED WITH CITY OF CHARLOTTESVILLE AND VDOT. LANE IMPROVEMENTS SHOWN ARE SUBJECT TO CHANGE. r� I � "�� � l ICI Iii I■��� � , r, M BOH LER E G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com N V DANIEL R. HINES 'y' .� Lic. 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BW 412.50 � ��;. r $ a , , , \\ \ \ \ , ** , \ \ _ \ \ I , J \, , ✓ \ a _ _� 11 .. _ .. .. .... . e. . r.. zr•. _ r \ \ „ / 1. , .. a ..> i , .. ; .. - > �;.USa'fr�'��x •'`.s'',�.�ra.x •c u'* ti , t�, yc,.3r:.,r'3,s`- f.,.��r,�,tr... TI\r� �...., u��`d� �s-rK�'r'.c.:4Zr1rm . k:�•� -- •' i„ ,.. - t \'k, \ , \ , \ \ \ \ ` \ -t - _ __ - r ��8fffi1G� I 1 \ \ ` ` ` ` «< _ ' - \ I I, � u I I = \ Esc - -g '` � _l \ \ \ `.��\ MATCHLINE I \, \\ \\ \ \` \ % / I <a r - al A ` �\� \,\ \\ ° SHEET E , 1 " \ \\ \ :.� , , \ \ � '1�1 \\ , ll�\�\,\ , I , . - - \ I ___l' I--, I , 11 i / \ -_-__ __ - - - �\ \ \ y. n 7, , \ \ \\ , ti , \ \ , \ , \ \ \ O , \ ` , , \ - � , ME D , I I , I - \, \ ` \ \ \ \\ ',a \PROP. ,OW. '` \\ / ;\ s \ �� \ \ 1 \' I \, 1 I `�' I _ r... r-�,•r- ^'r-�- -�ai�. _ ! ,.,, -7._ ;` -1 . °� yjj \ \\ \ , `\ \ `, \`,�\ w \ 4. _ \\.. ` \ \ ` \\ \` 9 `, A \\ e \ \\ \ `\ I I ' "$ e _J -r. I . ... -r'. .�^'.;��_ -'`;: L.-.._ �'_.T c. 'j'. \ `\ , \ e � •1.\ \ .gyp \`\ @. S� � \ \ \ \ \ � \ \ \\ ) 1 :: ;..� f° 1 _._ \:.r_, /..--,::c,_c...ra._...ri: _:xt.. �Y$:..w \� . , \ \ \ \ .{ \ \. J P , \ \ \ \ ';,� \ , - \ \ \ \ \ \ / '\ 111 , 1 1 I ' 1 I \ _ 4 1f- \ \ \ \ ,` \ \ \ 1 `\ �3\ \ \ \': \ \ �- ) \\ \ `\` \ \ \ \\ \ \ \e\ I- _ �r \ \ \ \ ;\ R-0 \ I \` w \ s ! i , I IAA, __,:',! _11.sA Jt 1_.... ` -,fi• .!`- .._.,L.,_. ?.a v.. f I - _ \ \ \ \ \ \ \ \ ` i \\�A \\ \`. \ \`n� \® , �`.\ '� • . -•� „`. \ \ 40 20 10 0 40 1 "= 40' NOTES: • 1. SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES. 2. SEE LINE TABLE ON SHEET 213 FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 ". 4. BENCH MARK LOCATED AT CITY CHARLOTTESVILLE MONUMENT, STATION 111 IRON ROD W/ CAP VIRGINIA STATE PLANE COORDINATES SOUTH ZONE (NAD 83) (1994) U.S. SURVEY FEET NORTHING = 3890940.175 FT. EASTING= 11480691.350 FT. ELEVATION = 416.74' (NAVD 88) r, I °_ - III.I.I I / I \ / �' / ml— w �W z 0 0 PQ REVISIONS REV DATE 0 BY 1 J IL a ^J DRH 2 6/19/14 ¢- 1a DRH 3 Q QJQ a >❑ z� DRH 4 <, uQ z �� DRH 5 � ooa 3� DRH 2Z�` 27J wo?,5o g w 5 ooWQO= s ti O Z m 1,- (1) ,o 3 * * * * ** Q a a a a 0 g = z O ♦ U O �< � y. 0 Q _w g g F_- O ZZZ> w =}QOOW Nj ZmZQz �m OJOxu] U) (.) 0 zz N * * * ** .� o W z T 2. w I" ?J11 2. a u9 0 m a U x" W m � z x O 9 z p U N& € a 4� L+ RU � -,,I � o a wU � a � §z ow ¢z 5 Q Nw o-. a o �j -_ zo 'G E `� 0 _ g 2 U W 9 REVISIONS REV DATE COMMENT BY 1 5/15/14 - PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, ORANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1- 800 - 552- 7001) (MD 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No. V122001 DRAWN BY: JLP /CBC CHECKED BY': DRH DATE: 12/13/13 SCALE: 1"=40' CAD I. D.: GP6 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION WEGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA $OHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 .com www.BohlerEn ineerin 9 9 LTH .j, e_,r.'w*F0,'_ - - . 'CJ DANIEL R. HINES _P Lic. No. 043176 1 10/01 /14 A I ' I G� - sS�pNAL � 1. SHEET TITLE: LUMBER: =SDP 2013 - 00012_) -5qa-T-- /SC '\ ,\ \ \\ ,\ \ \ \`. '\ \ \ \ 1 I I 1 I I 1 I I , I \ 1 I t I I I ' \ 1 ' I ' 1 I I 1 I 1 I n 1 1 1 I I I I 1 I l I 1 \ \1 � �I I \ 1 1 1 1 I 1 I 1 1 1 \ I Il I� II I I I 1 1 1 1 1 I , ! 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T - 1 - 7 -1-f'r 8/14/14 i I \ ci , �w ¢w �z 8/21/14 �/ DRH 5 ,, d / �C" �nC7A ?T'?1'l PER COUNTY COMMENTS DRH x(13 1e- "1 �—k o t�—i _ d - d ,, U \__ /, gS -- ., , \ i \ , , \ \ \ \ \ , \ \arc PROP. D OW. \f. \era a €�h . \ a \\ \ \ �\ \ \�+ ij f'i\ , ` * alt y \ \ \ . \ ` \ \ i\ t \ \ \� \ \� 5 x \' \ ` t - ` \ , \ �.\`t, ' 4 \ \ .g \ 5 t,f,�a , 't r a rf'` , t \ , \ �,` \ , \ \\ \ \ Iz \ i \i \ \ `\ v y \\, \„ \ \ \ ` \ z?- % , \ \ `, \\ \ \ , \ \\ , , .. \\ ` � \\ ,, �\i'�f"i? STM J. - _ _ �IANHOLE(IYP _ 1 j 1 \ 19 PRNATE UTILITY -_ \ ' _ \ ,, /'/ t III\� \�V / /,III1��III1,,T -- ----- G '' - '- '- ,. '' ' ' '/1 \ i 1 1 \ \ °D. \` ` \ \\ - \\ ' _i \ \ •\ T `\ ` \'� \ \ b V Ji �Ji e - -•' ' `.' ,/ ,/ , 0 I 1 \ ', \ .. <,.,.: ;- .u.,.. . _. � ♦ I\ `\ \�\ `\ \ \\ 5 / ,- \ \` \ \ \\ \\ ♦ ���� Nlt1/ SHEET MATCHLINrl / l "N::. a!'� +.. .- .. - I , \ - ------------ --- RIM ""-'v - B 90.00 �j - l � , , _ � \ 1 + I � - - _ ., � t "•\ / \ , � 1 � _ _' 1 , -- -- 3 ' - /� � ,`-:., I sa` r �r � � _ -- _ RIM 426.60 �•„ , '1 �' \ ���. 1 I \ 1 l Q --- - - - - -- - _ -- - �r /', / \ \ \ ------ - i 388 ,-• � , -- -�! _- \ Q . `- -- - -- - -- � ` � , `\ \� \ \ . I 1 � '`� RIM423.80 / P I \\ , `, --------- - , AMP 1 "� P - II �, 3§ OS -_ - Q.: �' `' - -_ - '"� ArZA" �.-- --' \` \ \ ` \ • ----- - - -- -- _ -- , ;°;`�� �,�xY�_, +! �• \ _� %. ' , ,' ` \�\ . \ .\ GAS ; I I I 1 i � SAN \ - �. 3 - -- - \\ T_` 1�- ,\\ t STM 18"RCP._ - _- 15" RC /, \ 15 "_R P' /� / /' / S3M 15" RCP. A32 A 5 1 r 15 \ _ m STM `, RIM 426.25 "RCP _--- - - - - -- STM _ RIM 427.75 +� ' I -RIM 427.80 ' // RIM 427.80 A34 ------------ I--- �� RIM 424.50 � ----•- \ ` -- - � '\ , / I ,/ / /'' q � _ - , \ \ � f 1 1 1 1 1 1 , / / - - ,/ \ _ - _ /' l 1 - - \ , r __ .% , G 428.30 1 cr - G 428.56 / - -_ - -- -- \ - _ - _ G 428_56 - I t ' -�' '�- � � - 428.38 '� -- -- - -- - -- -- -- 428.38 ---- - _ , \\\ \ •�- �� ---� ,' i J - - - -'` /\ i-._ __ \�`- c�+�.�. "- -�`_ - `\ \1 `\ . / -`% /f - -- -- - \ \, - TC 429.1 ;i r TC 429.10 _i1 \ `\ 10' PRIVATE - I ---- - - - - -- �� -- G 428.60 I G 428.75 G 428.60 -- r `*i �' `\ `` \ 4? i /' UTILITY ' 1 i _ 8 D'A EASSHALt•NOT '' I _ _ A R `\ _ --------- --- - -" TW 425.00 - - \ , SS �_ _ -' i i - - - ' - - - `= } " \ I \ i all EXCEED 2 %MAX. SLOP 1 -1 ' -\ „- 1 �. Y I ` _ - BW 425.00 J - - -- \ ADA AREAS SHALL NOT \ I I + EASEMENT`.\ I ----- -- - - -- -` - l '' i - G 429.00 t -- EXCEED. 2% MAX. SLOPE IN.ANY DIRECTION - " �H, 1 \� G428.97 M 0 \ - IN qNY DIRECTION ---- - - - - -- A2 ` - -- ___--- ', G 428.80 ;r1�, � ; - -, G 428.80 . -`'� :�.`0./ ,� �„ s�� G 429.00 G 429.00: - - - -- - - - - - I N y ------- - - - - -- _ I _ -_ -- \ - -- - - - - -- - -- - - - -- \ \ C 429.75 TC 429.7 - -- C 429.75 \TC 429.7` _ __ ,' - f - - \- -� -- -- y - - - -- .r _ - '`�-- Y - - -�tV i� v 4_W -�- -- LV- -� =4V `Y,':- N-- 7�LV- VJ W W _ • r ---- - - - --- - -•.�` -rr L;\ ST -= -; �__ ,` '\ '\ % _ - -' - - =429.40 ____ -- r \ -� 01 G 429.68 ----------- - - - - -- - I \\ Q06 \ TC =G 429.68 01 G = 429.68 STM S TC -G 429.40 S G 428.60 TIC `-- ------------ -- - - - - -- '- - -- �... STM TM .- . :. \ -• y. ., _-. .. ____�_._.�.• __'�;___, �____, ___ �M _ _ __ __ _ �..,,,Y_ _ _ __ __fir _ _ _ C017 k , < . .. . � ... ! . � ,_ y, , p ,. \ , . O1 ,} ' \^. \ • ' fir- 01 ?� RIDGE , .Y 01 r - -- D �. r• -- \ ` -- - - - - -- -- - -__. .. �.. \ -., \• ....., .r. -.,„ ,. � -.. ,�_ _ - ��- L rc -. .. '.,• �-. G/- 4-29.68 G- 429.60 r • \, .. .. r 1. ... i ., ,.,..,. ,. w ,• '" ,�. ��- .r: .\. 1 �, p�).�, ., •r 'l, _ , ___- _ _ RIM 427.40 \ . ' , . �. .r .. ,t, . :# G , _;r. '..rrF„- . \ I ' >rY .a•r ' i A - - -- 6" P ' C 428.7 TC 42 .7 _ TC428.1 9 ... ,.. .. ..., � ,. ,.- .� ,....., �, „•. •• : -' : . °ate � :•.. , , :• "' .:.•' .I ` !'' ! _ SAN G 429.90 ! • , c7 r r ,•. ----- - - - - -- - -- �. - Cp � pr -_ -_ RIM 429.1 -s. , . • ; , \ .....:..., , '• / / \ ` -- `` . >, .,. �• r ,,•,,.'• •.. : A . �.'. � ''c r• T� � 42.0 ! ! r 10430.0 0 --------------- ____- - 0430.00 ••C- - -- - - - -- G 429.40 ` G 430.00 G 430.00 ' �. -- ------ - - - - -- \ �\ ,P ` G C 0 428.40 . I G 429.80 \ ® STM - - - -- STM _ --- - - - - -- -- �` `L \ A19 \ 8" RCP - ` \ \ 1 ® ..� G 428.70 - _. G 430.00 -J RIM 427.50 , ;, STM r • G 430.00 TC - 429.90 ` STM G 428.40 G 429.80 A10 \/ 11Y I i C09 G = 430.00 I 1 I r I 1 i r 1 / r r r / ' r / ' r , r / r ' ! r i r � / r / r / r ' ' / I / / - - - - -- '� 4 - - -- _ - - 430 RCP ' �' ' I .3 6 _� 8, 426 TC 42510 430 - - - -- -- --- \ 18 - -- '` / , , , / ' \ -.'�� •` 442 - ' .. t: `` � 4281 _ - - HP Q - _ -__ - - - -- -,_ /` ; ; LIM�`fS 4364434 432 - - - - - - -- - - -- - -_ _ `- _- ,` /' ,% DI rTURBANCE- -�' \/ - -- _ f' 7442 `\ - -- r 1 r i \ \\ vv �8� �, 4 38 436 434 .. � '1 '`---- - - - - - 432 --- - - - - -- __-_._ -__ - -- / ' 430 _ DEA!SE 9;'17C111S / �`'rPj' ' -- C7� - -- - -- ��-' -_ - -_- __ - LII�/11TS OF' �'� -- - - - -- - - - ---- '' � _-_ = `� DI'sTURBA\NC ` ---------------- ------- - - - - -- --�-_ -_ ---------------------- - - - - -- _ "- - - = =/ - -' - - - - -- =;'\ _�\- -_ _ -------- - - - - -- _ ------ - -- - -- `` \� � _ ,/' --- �._�_.- __ -�__._ --- `_'- ---- _ _ ------ - -- " '" `"` �.. i�.. h,:: hrM-:l w2Y�: aL- nJk. sVf✓+::+ v:> W:•\ A. A_ L•, dS- .C.,1e�!'�J\./�.�_ri�n✓\✓`l• ; i ,�__" GENERAL NOTE: 1 18 THE RESPONSIBILITY OF THE CONTRACTORTO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE HE SPECIFICATIONS ORAPPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD I VRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTI CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 425.1 1 / 1 / ' \ I ' 1 / ' ---- - - - - -- l / A38 e / / / / A / / / ! ' ! t r 4� 20 10 0 40 -- I 111=40' NOTES: 1. SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES. 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 ". 4. BENCH MARK LOCATED AT CITY CHARLOTTESVILLE MONUMENT, STATION 111 IRON ROD W/ CAP VIRGINIA STATE PLANE COORDINATES SOUTH ZONE (NAD 83) (1994) U.S. SURVEY FEET NORTHING = 3890940.175 FT. EASTING= 11480691.350 FT. ELEVATION = 416.74' (NAVD 88) ,:� 0 1 Z W a �W z �z W4 REV u 0 BY 1 LLT o� DRH 2 ¢¢a $ , N 8/14/14 FOR APPROVAL W 4 �zZZ ❑w o� U 5 uio_,�g❑ aS w •-, oor -¢ou. x �o F y 'aQji U / ga Z {Yi a ,o R a O 2 z a � � oN o O ♦ U =O �ao -OF¢ l / A38 e / / / / A / / / ! ' ! t r 4� 20 10 0 40 -- I 111=40' NOTES: 1. SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES. 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 ". 4. BENCH MARK LOCATED AT CITY CHARLOTTESVILLE MONUMENT, STATION 111 IRON ROD W/ CAP VIRGINIA STATE PLANE COORDINATES SOUTH ZONE (NAD 83) (1994) U.S. SURVEY FEET NORTHING = 3890940.175 FT. EASTING= 11480691.350 FT. ELEVATION = 416.74' (NAVD 88) ,:� 0 1 Z W a �W z �z W4 REVISIONS REV u 0 BY 1 LLT o� DRH 2 ¢¢a $ DRH 3 8/14/14 FOR APPROVAL W 4 �zZZ ❑w o� U 5 uio_,�g❑ aS w •-, oor -¢ou. x �o F y 'aQji U ga Z {Yi a ,o R a O 2 z a � � oN o O ♦ U =O �ao -OF¢ , m }Z0m o� I- •¢`1�F Om02W m'w tn¢XUU om i �o cQ h V a w U z �a- �, w z E~o C7 �j O ; o w � U w cn �1 U Q IS. w� O 0 0 O LL U w = ,u REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1-800- 242 -1776) (VA 1-800- 552- 7001) (MD 1 -800- 257- 7777) (DE 1-800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I.D.: GP6 PROJECT: FINAL SITE PLAN � ° FOR 5TH CHI STREET STATION W EGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARREINTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com .T V DANIEL R. HINES y' Lic. No. 043176 -0 10/01/14 SS�4NAL E . SHEET TITLE: ER: SDP 2013 - 00012 l8 F I 1 II (l i / /I I 1 (// _ II l ! 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REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8121/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH THE FOLLOWING NG STATES REQUIRE I NOTIF CA I TON BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1 -800- 245 -4848) (PA 1 -800- 242 -1776) (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1 -800- 282 -8555) Al APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I.D.: GP6 If PROJECT: ]FINAL SITE PLAN FOR 5TH STREET STATION V V' JLSGMA NS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BIOH LER E N G I N E E R I N G 28 BLACKWEILL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 I. www.Boh,lerEngineering.com .T ' V DANIEL R. HINES 7, Lic. No. 043176 0 ��''; ,1 10/01/14 ��11 . I rG�G`, - . �NAI.- . 1. 4. SHEET TITLE: NUMBER: SDP 2013 - 00012 I ZIA a7- 16 _r \ y`\ SHEI TCHLINE A\ M\\ `♦ \ \ \ \ `\ \ \ \ \\ `\ \\ \\ \\ \ \ \ G \ \ \\ ' - \-nJ' t,�i .� x �;*'Afi � r'� r e .7�'�.�+ ,� ik� u. �L.+rr. �m�.`� a,.�.sr.Y _ .t3� .z�..•.m4 \ 1 REV 0 COMMENT \\ \ 1 \ K 5/15/14 PER COUNTY -COMMENTS \ w 6/19/14 ❑�� � J Z Z W O Z - \ 3 \ \ YZ. C'OU IT, TM. 77 � , 2�J65ACRES \ \\ \\ \\ \ \ \\ \\ \\ \\ \\ \\ \ \\ 1 \ -- .. VlT 1LDI GS I l / 8 894� Pg 180 PL k "(C� \ ` \\ `\ � ON STREE r� o ; S;3215,5p EXTENDED - \ \ \ -.y - x(33 �..._. -- -� \ �I�6 /' / c `,• I � I , I , I , I 71 I I I I I I \ I I \ \ -I X ` I 9 I I I i I 1 , I I I I ; I I I I I I I I 1 1 I \ I I I 1 i I \ , 1 \ I , \ I ` Dix�s' �uasa+r"r�sasslaa..a .v ".t ` \366.13 ` r "y'...'v..�'�"`e" i 1 ""= ''imsi06 _w2euetihrr.', x iZ�" y".- - •.':• - - >•- Xtitt&43LIikaY.B �\ w.:vww,wan a...q x:aa.t.�:.a \ acwca= wwt•ta�atm+ _-, ... GENERAL NOTE: S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE IK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIV E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORL CITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THc PROJECT ENGINEER SHALL CONSTITU EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED DY THE DRAWINGS Al, FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. \ \ \ \ ;x, k�. q* kk ii �y. is }°w N\ ` I I � 1 1 ` 1 \ \ 1 �h- PR P. RESERVED R. W. AREA 1 I I \ I L \ 1 \ � I 1 I I ' III cov1 486 S 32 020'02' 1 423.5,1 _ _ - - - 1 — ter-------- ------ --= _ - _ '' '� — ,#.- — �- OF \ - - - - - -� ; - - - -- -- -- -- -1 _ - DISTURBANCE-_____ A. \ \ ' L� Y� r _ "' ti l •�w r. j r1- ° fiD - -_- _ ffD - - HU 1� HU — -.fJJ ---HO \ ii - -H•U N /.F KATSON CORPORATION USE. + WAREHOUSE I .' \\ ; ; ; DR 460-3, 6PLAT �0� °31 - -- N a E ,r. ------------ 1 1 i '3 I ; / 1 1 i I - -- r� \ I , 1 ' 1 1 I 11 � r 1 / 1 1 1 / 1 / 1 1 , / 1 / � I I 1 \ / 1 \ 1 \ \ I t ANO STREET EXTENDED e STATE ROUTE x 2 \ (VARIA LE WIDTHRIW) SHP 41 Pg2.37PLAT (Co.) LIMITS OF ; -- - DISTURBAN�5, $116PP9 P .3 -4 PLAT .+ - -- l -- -------------------- ---------- - - - - -- - - - - -- - - ___ - - -- - c I I I C'Or1NTY T�I._P 77EI -IC \` NIFA VON 8 TREE T ' % BUSINESS CENTER USE: WAREHOUSE__----- �-,__ - -__ -- DE611-480, 484PLATo got -- -- - - -- 1 "\ 1 I I / 40 20 10 0 40 1 "= 40' P0 4 z W a h-4 W z 0`' �W REVISIONS REV 0 COMMENT BY K 5/15/14 PER COUNTY -COMMENTS z ¢ Q w o - ZO o o� a 3 w 6/19/14 ❑�� � J Z Z W O Z - V 3 — W WNJ� � a _wwj w 00 Z DRH § � o muv~i3�a g 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS F4 ,y a O a g O z • pa C) 0z�Zj o m)-:Z O� a FZO,iF 0-J02W z U¢IX UU a w cn z H� a H � o o X H 0 Z u < u A w O o U REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY -COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1- 800 - 242 -1776) (VA 1- 800 -552- 7001) (MD 1- 800 -257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No. 7122001 DRAWN BY: JLP /CBC CHECKED BY.: DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I.D.: GP6 PROJFI N AL SITE PLAN FOR 5TH STREET STATION WEGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA r BOH LER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BolhlerEngineering.com T v DANIEL R. HINES -P'I Lic. 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO / I � d I I I I I / 1 /' _ _ _ _. _- \ _ , - \ \ \ \`\ I I I 1 1 1 1 I I ' ' , I I 1 1 1 1 I 1 ( , 1r ---' __'. - -i \ , \ I - -- __-- - - -- \ \ , , , \ \\ ' , I `\ `\ `\ THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN I r , - I I I \ \ I -- -- _ _ _ .• _ \ / - \ ` .J-'r- 1 I I I , \ \ I I I I I I I 1 / I / , , , 1 / \ ` , , , , \ \\\ \ \ / \ \, \ `, `\ ` \ WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 1 11 I I t J 1 1 1 I I I ` 1 , - / - \ ` \ \ \ \ ` ` \\ _ -_ a!•}- , 1 1 1 \ \ , 1. 1 1 I ' /"- , • , \ \ \ \ \ \ ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN i I it \ t j1 �/1 I I I 1 \ \ \, I i I i �\ � )i . \ I I - _ _ `` \\ \ \ \ - -J `\ I ' \ \ \ ` \ \\ \ -" ' `\ `\ \� \ FULL N 1 ' I , I + •' 1 i t I ( I (i i , 1 i \\. I i I I I I 11 I, \`•'� .. `\ ` i It _ '�/ - - . ` \ `, t f - I l ' \, ` ` \, \\ \\`, `\ `\ ` \ l `\ ` `\ 1. 50 25 12.5 0 50 111= 50' "' ED- w� la h--�1 W W W z ,M4 0 0 �W REV e . COMMENT — —\-- j 1 I �,N Boa I 2 I \ ❑ jz0-I DRH 3 0f Oon. i W 'v :�jZkz -d -0 I VAULT B O a 0W50 u5�w - m �`..�t- f- 2 =,--2 rt_ �i�_3: t_�— _ I o _—li;: rl lI 7 _ w z ; R li i'1_011 =i3=L =i1\_ m ...... 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I� 1 I I fi I , \� \\ ` 1' 11 II I I I1\ ' / r I r `l \ _ .- -- _ -- `\ \ \ \ I \ \\ \\`\ \ \ \ \ \\ ` \,,�'c. \�\\ - i ` I \ W Il 1 \... i ( 1 ( I I I 1 \ \ \ i I \ / r 1 ' - Y _ - _ - - _ �� ` - \ \ \ , \ \ \ \ \ \ \ \ \ 0� / \ \ \ \ ` \ / \ \ //I I ) r_ •Y i Si•} 1/ , ' / // II IBI, \ `\ \ , ' I 1 J ; I 1 ,' / I I 1 I - . - - - - -- - ,. _ _ _ \- , \ - \ \ \ /6 \ ( \ \ \� \� \ \\ `� \ `\ - _ - -- IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT 1 I , / () - I `I III \ \ I I I , I I `\ _ - "-- - - - -- _ \ 1 1 ! i I , v 1 I I I , I , \ ! , - _ - / _ _ - - \\ `\ \` I J1 `\ \ `\ \\ '\ `\ \ \'\ ` \ , 6�1�C t \ \, \ WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO / I � d I I I I I / 1 /' _ _ _ _. _- \ _ , - \ \ \ \`\ I I I 1 1 1 1 I I ' ' , I I 1 1 1 1 I 1 ( , 1r ---' __'. - -i \ , \ I - -- __-- - - -- \ \ , , , \ \\ ' , I `\ `\ `\ THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN I r , - I I I \ \ I -- -- _ _ _ .• _ \ / - \ ` .J-'r- 1 I I I , \ \ I I I I I I I 1 / I / , , , 1 / \ ` , , , , \ \\\ \ \ / \ \, \ `, `\ ` \ WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 1 11 I I t J 1 1 1 I I I ` 1 , - / - \ ` \ \ \ \ ` ` \\ _ -_ a!•}- , 1 1 1 \ \ , 1. 1 1 I ' /"- , • , \ \ \ \ \ \ ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN i I it \ t j1 �/1 I I I 1 \ \ \, I i I i �\ � )i . \ I I - _ _ `` \\ \ \ \ - -J `\ I ' \ \ \ ` \ \\ \ -" ' `\ `\ \� \ FULL N 1 ' I , I + •' 1 i t I ( I (i i , 1 i \\. I i I I I I 11 I, \`•'� .. `\ ` i It _ '�/ - - . ` \ `, t f - I l ' \, ` ` \, \\ \\`, `\ `\ ` \ l `\ ` `\ 1. 50 25 12.5 0 50 111= 50' "' ED- w� la h--�1 W W W z ,M4 0 0 �W REVISIONS REV 0 LL . COMMENT BY 1 5/15/14 PER COUNTY COMMENTS Boa I 2 6/23/14 ❑ jz0-I DRH 3 0f Oon. i W DRH :�jZkz -d -0 10/01/14 PER COUNTY COMMENTS a 0W50 u5�w Z �WQg o �a 3 w z W ...... R �IU g p � PI R �--- 0 = Z 4 a I El O ♦ Ci I -00, �a pzYZj -1 "\,�, "I "I , ,\\ \1 . - k � \ , I . 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' ! 11, \ +�^\` \ \ \ \ ` \,`,\ ` `\ _- - -___ / ''' / /' ' ! ' , ! / / ! ! / / J ! i /1 R �'.: l 1 ! 1 I / ! 7 f 1 J !! j, /' ! / I J / I 1 / f ! 1 / ! I / \ 11 ` �• , \ , `, `\ `\ \ ` / / ! / J / / / Q / , l , , r ! 'kk, _ sa;:' // ! / l ! 1 ! / !! i !/ /i/ ! / J / / / 1 / / I / / ! / / / / / / "It \ \\ \ ,/ / / / / / / i ' J �,�1 r' i ! 'i ' ' /'' i i i i ' i /' i i ✓' i i ' r i i i / i /' I /I ` \ /O, , \\ , \�\ ` \ -- - / ! / ! / , r 1 / / , 1 // 1 1 I I I ": �.? ^l / ! ! ! / ' 1 , ! / !/ T //, / /! / / / d ' ! / / ! 1 / , / / , / / ! / - •aw"sc.�ssn -, / / ; / \ \ ` \ \ \ \\ \ �,\ , % l I �f`� 1 I I I /7, r' K fi / ! / / / , / ! !J / / 1 /� ! !' / / , r I , / / / / ! / / ' N I I \ \ , , \ / ! / ! / / / // � jiG f l l ,� .hr tw"r y / ! / / / r / / ,', ! ! l ! r 1 , I r r / ! ' 1 / / / / ,' ! ! \, , \ \ . \ , \ `, , .- . . , / / / l I ' / ! /` I / / l l .J ?t .; l / / ; : ' 'r!I r r l !f/ r I ! , ! ' / / /r , ! i <”" / / / i I / / / / / / 1t / 1 I 1 / / / / / / / A xeTr / '' / r / ! / ! ! / ! \ - -,x,h �\ `\\\ I. \\ ` / % i / ' '4/ // ✓� — I i ! f ''J'r'l / I ! ,l t i f r 1 I I f / ! I ! / 1 / 0 ' % / % - \ ' \� --- / / / ! !" / 4 / / ! /' ,,y z I,,,- ,/ / 11111 if I 1 1 1 ' / I / / /.. \ ,\ ' '\ \ - / ' i i /' / / / / /'� f ' ^,' %/ /, /',' i 'Il i1+ 1 \' 1 1 I . , i rI r / i , / ! i ! / / / , ur ! / // 1 \ / / / / / �\ `__ _ ,' • , ! / / ! / , / ' ' J / / / /' // t J' TC 489.31 / r / �_ /'' \` `,, , \ \ `, - ' / ' / / , / / / J C , a. x. ! ' /'! / / , , ' ! / , / / I 1 111 \,.. \ \ , , 1 I , i / I I / ! ! / / / / , ! / / \ \ ` \ ' l' / / / / / I \ 1 1 I ' i / \ \,,,. , \ \ O ` /'' / ' / / ! , / ,/, , ! / as w ,` / /'////, , ! r / , ! , i , \ t 1 / / / i , ! / / ! i ' - ` ` \ \I =•� - / ,' , / , / , / / , /, x1+' sI/ /:i / / i i ! / / J / /' 1 tt•• I , r ! f / / ! , ! / ,/ / / , r) ! / / l ; { { 1 r / / r / _ \ / J / C 490.0 , ! 'AN, I IN , , \,,, \ Y, ` // // ! / ; /,',' t ?: i t ! / !, / / / ! / / \' ! l I I 1 / / '9-A V` - J / / / / /� / / / /,'' /' .Q\ � ' ,. / /! r` , : 1 l ' ; C 488.7 C 489.8 `, \ �__\,\. \, >� `, `-.` `_ , /' ' / / / I. / ! // /, / var x <' .7 , ,/// / / / i / 1 I 1 'l I t , , r , I f t // i , / / r / / / J ✓ / Z= q '.`''/ f !/! " /: / '' / ! / ! , ! t !!rl IfI I J ! / / / I / I ! / 11 `\ ` \\ �„ - -- I, / / r / / / / / / /� / y'n' ,4y r Yfi ` ° / / ! ! / / / / , , , \, , t1 , 1 ! f j' I / / J r ! / / / n ,'9 / I / ! '' / / / t- a n,F^, / , / / , , / 1 111 I I r / / / / \ \ Te \.%`l / G�' ;fir s / / / , / /// / J \, I ,1 , I / / J ! / / //, / B-7 - =_.�� - \ A t \ ,,'f -\ \% ` ' ' /' /' ! i ! / / // / /' • .� kp'JF . rr /' J, / J / ` i J' / I' / I I I I i , /! / i J / J / '! / /'. j / ® ,' I I Y \ C 490.0 // I ! /, ,'. t #q71 , ! !/ !' / / / /, '/, // /! , , 1 III 1 ! / ! ! / / \l• I _ , F ' ' / / / / / - r /ti�vs .si:�.. '•'>r'i/ /i / / / I , ' / / /! / / ! 1\` I I I, I 1 / 7 ! ! /i / / ,�h.� I I 1 , \ C 490.4 ^� ` • �' '� \ ' / , , I / ' _ ' /^ - ' „ ! , , , ✓ , /'%, , , it I I I I / . ' / , , I. / \ \ \ '- ' . ' ,' - 1, / , / ; I / / /,/ . / , / ' ; / / l ! ; ; u /r , G 488.25 , C 490.4 tv ` `- a / / �/ / / / / / , 1 4/ / / STM - 8 h " ` 9s` - -'' - __'%'F� ! /.' ! /' I I ; 14, ( C 490.3 `` A- 4 I__ ~ / Q / �) G r ' / // / / / //: / ! / / Jr r I / B 7 C 489.0 ` - / /// / / / / / II / I ! I / \ .- / / / / uy / //! / /! / f ! 1! rr l tAl \'� \\ F p '' �''' , , / / . - _ - TC 490.7 _ �j \\ � � / , ' / , ! .r/ _ I C 490.1 ..., \`I ` %G-} \ ` -- / ,' ,', ,, / / • CJl '' /' /'''' ,'' `4'kj�F a' ' ' J'' / ' , '/ �' /',' , /' , J /', ! ; / / r ; / I {iJJ; j/;1J / r , i I ' ! / ! , / , _ -: ! - _ __- ' V. �` - ='�`` `.` \. `* , \A'` - - / / /' �jQ / ''' ' §� m y �� J J J /, , / I I 1 r;ll 1 r \ Q. : , / , / . r r/ /'/ / / ! / ! ! ! 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J'/ /! / �S Gam'. -1 4? j 1--'_--:,-` '� ''' i op / / /! /' % / / / r / t /1 �J i ( r:� ^: i'' /I t i --- p io /r �JQ�/ + !F \ -, \ 0 ,lop - -- _ - - -- ' ' /''.'' ''' ^ +/ ! / ! / ` / I. \ // �5 III / -- Fes_ -- ' %,- ''.'''.''' W N 38906JO % : ' %/ 1 / / // o ^�\ \ / \\ I/ o �! / STM - ry y' \ / _ - -- B1 \� / ' ! / , i ; O �' i / , % % % - -- / /1 ;' / ,� / N 3890630 0 / / / /'' / ! ' ' STM 1 �/' �` / / ' 43 , �! ' i i ✓ ' / // // // / �/ ,� , ! �/ / �. / ,/ CZ` ' /' / / i i i \\ ` ' -, t / / / I A' LV i`b h .r.1• ' ' 1 _ / / / ! i •' ,p! l !\ j J / ! / \�' \lam / / `7. I_'- J I ' ,/' / , / ! ,i ' j , / /' I /'''!! I Q,_ ' l j i i l I `I !/ / I I , ! /'' / � / / ( 9I / / I / ! J , I/ /- �(� t , 1 `\ `G'- STM ' 43 (I i i ' "I / / / A� / r �,-7 /''O I . / / /' ,'' i 1 11 /! I I //' I r� I, \� \B 2 -. ;) iI / / �6' ! STM i / / 1 / : /' ' / //1' \ \ \ , . tB 14 / / / '' t \ y6 1 / / / / 0 \\ \ - = - t'"° .' 62 Q STM � � / � / I, / I , / / , , N'-,-,- ` -- \ f 444 / ' / V' ��� / �' / J / / /I / o / \ ` STM ! v i / I /,/I//"-- /' / h / - �/ `rn / / / , �e / / I t s 6, y / /I/ / / / / 1 / I / , ! C 477.8 \ // ��' � �/ 4 �J O I ® ) - , I 1 b I I 460 " G�I / C 481,61 °� ` ` ) 0 � �vV \ ,gee ��' .� q \\ �b% r �� ��7 'n \ / VTV . )tt ®� I I I 1 I I y` I /\ I 00, \ \� ,/ I I 1 I / I /I I i A \ a// / ! / , I / 10� 11 4* I ,J / \-- - / / ' `` ` \. /I \\ \` l `\ , I \ \ \\ \`\\ \ , \ \ \ ` \ i \\ \\ / � .\ \ \ \\ 1 ,, I off\ `"_1 i \ / / I 11 """� I `\\ \; \ 11 o� "_N`_1 r `\ r \ <�,, INN ". `_1 , "`I_N,N, IN 11 \ 1N , `,I \ \- \ " , ` �'F �`T yq�� I \ I , / c�D - 'fti'4-" v V 6z� /� ' �,,` ' :',p/• ,/ ! / / j J / / // /s"•*tr / I , / \ ,\ ; ` . I I e / / /I , �__ / ,._1 I , I / I / I I , "I I 1, - � I I"- N. _ STM O m t i / I `� I b �% ' -W- v°4 ' ! ! 1 qd �6, / ` r / ! 1 l / J ,'' / I / / �' / �' ` ` _- B 11 \\ I i I I ,/ / I // f / i i ,/ /' ,� / - /' i i /+ i/ _ \\ iii I \ i / F % 1 l / / / /' / I I / - ' r & ` i STM 466 i , r i i / i - ' / -,/ - / ' , / `\ /. / #. °_ \ `. %Z -�- , r ! /w. I , i j ice- - -- - � -- - ---_. - _ -- - -'',' /' I ,, / / �. ,/ �,\' -`\ ". STM I ( ` - -- / ! _ _ ___ 4�0 9 fir., `\ ` \4¢0 `\ ,• B 12 -. '' T �460J r -w i i i 1 i i i r' i' / ,, - Y ! - __ - - - -- .----- • -_--- - --- - - -- - -- - -- -` - - - - -- / -•��/ ,. `, ___ - - -- r ' - 4 , - �St ,, \` \' 4 �` ��'�- LIMITS Uri i i i i i I, i . i / 1 - - - - -- - ----- - - - - -- - -- I i ' \ 0 \ RISTURBANf�E J I - _: -- G 3 22 __ - -- - -- , ! r J i^, t`1c.Jk J-1 v.f�l~I' r' - - - - - -- ---- ---- - - - - -- '� / / r-- / l :{ f,ry ,/ 8 0`29 " -W � � J --- -- _ -- - -- - -- , 1 , \\ , , \� , ' �` '' ` \\ i ' /I I ' 1 / i,- / ; ='J'' %/ 1'd^ ,1!'/ lltlri 'f / ���J - __ - ------ -� - - -- - ' 1 , � -I // / i � / , -� I / \ + , /J / ! ! , , , / /., l J11dr1 ,J.�Jt. _ !' ✓ir5;_: --- - - ----- /� , - - - _2�_7�1_1 �_ - - - - -3 __ -- - -- --------------- t.? - r / / /'' 6Gj/ /' ' / / !/' ' /'' G'Li� %t'3rllrfit�_> / _ - -� - - - - -- - `� _. -_--- _ s. \ / ,/- ,�' ,/' / / i r J� / J'/ , / l J 1vi.C. zotlE f'r����� / / r _ -- - -' --- -_ _ _ -_- -- V_ ,\ `\ \. `, __�i / /,,, // /J/ ,,! /ll1 , /I,i I,, /i A\ _.._.__---------- .-------------- - - - - -- - -- �/ :o_ -_ _ '/ / _ / / _ - _ 199'7 ____.____ _ -.__ -_ __ _r - e , ;__ ��C \ \� - --' - - \` \\ \ \, `•, \` `, "g, �/' /`, /' ,J / /' /i '// I 1 t\ ',,R_:,1 QcICT - -- --- —.__ -_ - ' - -' _ '/l - _ -__ / _ __ _ _ - -__ ___• __ - - - - -' _-- - - -- -- ------ - - - - -- --- - - -- _ _ - - - / \ \ , o�r0 , I / /// i / / 3� rrcr- - - -- - -'---- ---- -- - - - - -- - — _ -�_- / p� - _ / _ z r / :)r -� r "f'- ._ _ ---- -- ' /' '- / / / !! / -f97l� NF /�`�rry U�11�1,G,.� r: ----- -'-- - ----- _ / /•';l) �i___'� -- - - - - -- -- / I , , / I - - -- - - „� - -- - - - - - - -- -- - -- - - ,, _ -_- - / S ' '' / li<l ---------- - - - - -- "`- -- '/ - - / i -- / C 508.0 --------- - - - - -- _ - / - - -- -- - _ --------------------------------------------------- ---- --- ---- ---- - _ _— '— - - _ - '-- _ _ --'- -_ .._ -_ �_. - ' -'___. _ _ ---'-- - -_- — -- -- - - f - - r I � - - -- - ___ -- -- _ _ r - ----------------- -- - - - -- -- - -- - -` - ------ - - - - -- -- - - - - -- -- _ - -- - -- - - - -- - - -- -- - - -- - - - - _ _ -------- - - - - -- — — - -- -- ----- - - - - -- -- ----------- - - - - -- - - - - - -- -- - - ---- - - - - -- ------ - - - - -- - -- - - -- - _- GENERAL NOTE: - - - - -- - -- --- /' ' r -- - -- IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT -- "-- "` -'-' ~ - '-- ---- -- `- - __ S �' (� WORK SCOPE FICATI NSORAINITIATIONOFCONSTRUCTION. SHOULDTHECONTRACTORFINDACONFLICTWITHTHEDOCUMENTSRELATNETO ___ _____________ -- -- -- - - -- -- __________,_____ _._____.________.- _------ --- - -- -- .__- --- -- ------ ------ - - - --- - ------ --- - - ---- - - -- -- THESPECIFICATIONSORAPPLICABLEGODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN _______ - - ---• __._- - - - - -- _____.________ ______.__- .- _---------- -- -- - - J� �°�° _�7, ,_- _. ----- _ - - - - - -- ---- -- - - - - -- - --- - "- - -- - ��� d� JL 1e e_ s�� / WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ___ - -- - ------------------ - ::=- -- --- — — EST ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN `- — - ` -- 1111 FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES, — ----------- ------ - - -- -- •- - -- _ -- 7 I 1, GENERAL GRADING AND UTILITY PLAN NOTES ARE PROVIDED ON SHEET 2. 2. REFER TO GEOTECHNICAL REPORT REFERENCED ON THE COVER SHEET AND SHEET 2. 0 LL 0 ¢¢11-i w w p�>OW �, �J, �ZU` Z =, �s ^ U LLj 8K- aS c: ��WQ�g o� M� w0 Z m °v~ o 44 W i� oa Hz � * * * * ** g N U_ �a I o. 0 w O Q a� = z a. os FI �Q po W CD QQ�, W O ♦ O �D I �V W - O 0 zZ> oLL Z z 1,_ =19 ZQZ m FIm (01) Q -w UU !0! � * * * ** jim 0 o- �o 0 F g� z o z H " a a g a w W ��z - W z / EB z H a 9 7 O U ga o w � � 7 U w" �o � a 9 F W �. z � .w En _ z C �1. 1, 0 � p. a � 1 � oa tea, � a I - zw 0 . U W - REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/01/14 PER COUNTY DRH COMMENTS THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS DESIGNERS, OR ANY PERSON PRE ING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1 -800- 245- 4848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) APPROVED FOR O CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 11/26113 SCALE: 111=50' CAD I.D.: GP4 PROJECT: J CT. ROAD IMPROVEMENT PLAN FOR 5TH STREET STATION BENT CREEK PARKWAY L✓OCJATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com pLTH pF 2'^ v DANIEL R. HINES 7'1 .p Lie. No. 043176 � ,1 10/01/14 I SHEET TITLE: \ 1 I•) .•\ I�� I \ \ 1 I•) I .a NUMBER: 50 25 12.5 0 50 � "` - ) 111= 50' 4/'1+ ?_7_ / ,A/ / \ // ��' � �/ 4 �J O I ® ) - , I 1 b I I 460 " G�I / C 481,61 °� ` ` ) 0 � �vV \ ,gee ��' .� q \\ �b% r �� ��7 'n \ / VTV . )tt ®� I I I 1 I I y` I /\ I 00, \ \� ,/ I I 1 I / I /I I i A \ a// / ! / , I / 10� 11 4* I ,J / \-- - / / ' `` ` \. /I \\ \` l `\ , I \ \ \\ \`\\ \ , \ \ \ ` \ i \\ \\ / � .\ \ \ \\ 1 ,, I off\ `"_1 i \ / / I 11 """� I `\\ \; \ 11 o� "_N`_1 r `\ r \ <�,, INN ". `_1 , "`I_N,N, IN 11 \ 1N , `,I \ \- \ " , ` �'F �`T yq�� I \ I , / c�D - 'fti'4-" v V 6z� /� ' �,,` ' :',p/• ,/ ! / / j J / / // /s"•*tr / I , / \ ,\ ; ` . I I e / / /I , �__ / ,._1 I , I / I / I I , "I I 1, - � I I"- N. _ STM O m t i / I `� I b �% ' -W- v°4 ' ! ! 1 qd �6, / ` r / ! 1 l / J ,'' / I / / �' / �' ` ` _- B 11 \\ I i I I ,/ / I // f / i i ,/ /' ,� / - /' i i /+ i/ _ \\ iii I \ i / F % 1 l / / / /' / I I / - ' r & ` i STM 466 i , r i i / i - ' / -,/ - / ' , / `\ /. / #. °_ \ `. %Z -�- , r ! /w. I , i j ice- - -- - � -- - ---_. - _ -- - -'',' /' I ,, / / �. ,/ �,\' -`\ ". STM I ( ` - -- / ! _ _ ___ 4�0 9 fir., `\ ` \4¢0 `\ ,• B 12 -. '' T �460J r -w i i i 1 i i i r' i' / ,, - Y ! - __ - - - -- .----- • -_--- - --- - - -- - -- - -- -` - - - - -- / -•��/ ,. `, ___ - - -- r ' - 4 , - �St ,, \` \' 4 �` ��'�- LIMITS Uri i i i i i I, i . i / 1 - - - - -- - ----- - - - - -- - -- I i ' \ 0 \ RISTURBANf�E J I - _: -- G 3 22 __ - -- - -- , ! r J i^, t`1c.Jk J-1 v.f�l~I' r' - - - - - -- ---- ---- - - - - -- '� / / r-- / l :{ f,ry ,/ 8 0`29 " -W � � J --- -- _ -- - -- - -- , 1 , \\ , , \� , ' �` '' ` \\ i ' /I I ' 1 / i,- / ; ='J'' %/ 1'd^ ,1!'/ lltlri 'f / ���J - __ - ------ -� - - -- - ' 1 , � -I // / i � / , -� I / \ + , /J / ! ! , , , / /., l J11dr1 ,J.�Jt. _ !' ✓ir5;_: --- - - ----- /� , - - - _2�_7�1_1 �_ - - - - -3 __ -- - -- --------------- t.? - r / / /'' 6Gj/ /' ' / / !/' ' /'' G'Li� %t'3rllrfit�_> / _ - -� - - - - -- - `� _. -_--- _ s. \ / ,/- ,�' ,/' / / i r J� / J'/ , / l J 1vi.C. zotlE f'r����� / / r _ -- - -' --- -_ _ _ -_- -- V_ ,\ `\ \. `, __�i / /,,, // /J/ ,,! /ll1 , /I,i I,, /i A\ _.._.__---------- .-------------- - - - - -- - -- �/ :o_ -_ _ '/ / _ / / _ - _ 199'7 ____.____ _ -.__ -_ __ _r - e , ;__ ��C \ \� - --' - - \` \\ \ \, `•, \` `, "g, �/' /`, /' ,J / /' /i '// I 1 t\ ',,R_:,1 QcICT - -- --- —.__ -_ - ' - -' _ '/l - _ -__ / _ __ _ _ - -__ ___• __ - - - - -' _-- - - -- -- ------ - - - - -- --- - - -- _ _ - - - / \ \ , o�r0 , I / /// i / / 3� rrcr- - - -- - -'---- ---- -- - - - - -- - — _ -�_- / p� - _ / _ z r / :)r -� r "f'- ._ _ ---- -- ' /' '- / / / !! / -f97l� NF /�`�rry U�11�1,G,.� r: ----- -'-- - ----- _ / /•';l) �i___'� -- - - - - -- -- / I , , / I - - -- - - „� - -- - - - - - - -- -- - -- - - ,, _ -_- - / S ' '' / li<l ---------- - - - - -- "`- -- '/ - - / i -- / C 508.0 --------- - - - - -- _ - / - - -- -- - _ --------------------------------------------------- ---- --- ---- ---- - _ _— '— - - _ - '-- _ _ --'- -_ .._ -_ �_. - ' -'___. _ _ ---'-- - -_- — -- -- - - f - - r I � - - -- - ___ -- -- _ _ r - ----------------- -- - - - -- -- - -- - -` - ------ - - - - -- -- - - - - -- -- _ - -- - -- - - - -- - - -- -- - - -- - - - - _ _ -------- - - - - -- — — - -- -- ----- - - - - -- -- ----------- - - - - -- - - - - - -- -- - - ---- - - - - -- ------ - - - - -- - -- - - -- - _- GENERAL NOTE: - - - - -- - -- --- /' ' r -- - -- IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT -- "-- "` -'-' ~ - '-- ---- -- `- - __ S �' (� WORK SCOPE FICATI NSORAINITIATIONOFCONSTRUCTION. SHOULDTHECONTRACTORFINDACONFLICTWITHTHEDOCUMENTSRELATNETO ___ _____________ -- -- -- - - -- -- __________,_____ _._____.________.- _------ --- - -- -- .__- --- -- ------ ------ - - - --- - ------ --- - - ---- - - -- -- THESPECIFICATIONSORAPPLICABLEGODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN _______ - - ---• __._- - - - - -- _____.________ ______.__- .- _---------- -- -- - - J� �°�° _�7, ,_- _. ----- _ - - - - - -- ---- -- - - - - -- - --- - "- - -- - ��� d� JL 1e e_ s�� / WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ___ - -- - ------------------ - ::=- -- --- — — EST ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN `- — - ` -- 1111 FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES, — ----------- ------ - - -- -- •- - -- _ -- 7 I 1, GENERAL GRADING AND UTILITY PLAN NOTES ARE PROVIDED ON SHEET 2. 2. REFER TO GEOTECHNICAL REPORT REFERENCED ON THE COVER SHEET AND SHEET 2. 0 LL 0 ¢¢11-i w w p�>OW �, �J, �ZU` Z =, �s ^ U LLj 8K- aS c: ��WQ�g o� M� w0 Z m °v~ o 44 W i� oa Hz � * * * * ** g N U_ �a I o. 0 w O Q a� = z a. os FI �Q po W CD QQ�, W O ♦ O �D I �V W - O 0 zZ> oLL Z z 1,_ =19 ZQZ m FIm (01) Q -w UU !0! � * * * ** jim 0 o- �o 0 F g� z o z H " a a g a w W ��z - W z / EB z H a 9 7 O U ga o w � � 7 U w" �o � a 9 F W �. z � .w En _ z C �1. 1, 0 � p. a � 1 � oa tea, � a I - zw 0 . U W - REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/01/14 PER COUNTY DRH COMMENTS THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS DESIGNERS, OR ANY PERSON PRE ING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1 -800- 245- 4848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) APPROVED FOR O CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 11/26113 SCALE: 111=50' CAD I.D.: GP4 PROJECT: J CT. ROAD IMPROVEMENT PLAN FOR 5TH STREET STATION BENT CREEK PARKWAY L✓OCJATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com pLTH pF 2'^ v DANIEL R. HINES 7'1 .p Lie. No. 043176 � ,1 10/01/14 I SHEET TITLE: \ 1 I•) .•\ I�� I \ \ 1 I•) I .a NUMBER: 50 25 12.5 0 50 � "` - ) 111= 50' 4/'1+ ?_7_ / ,A/ / REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/01/14 PER COUNTY DRH COMMENTS THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS DESIGNERS, OR ANY PERSON PRE ING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1 -800- 245- 4848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) APPROVED FOR O CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 11/26113 SCALE: 111=50' CAD I.D.: GP4 PROJECT: J CT. ROAD IMPROVEMENT PLAN FOR 5TH STREET STATION BENT CREEK PARKWAY L✓OCJATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com pLTH pF 2'^ v DANIEL R. HINES 7'1 .p Lie. No. 043176 � ,1 10/01/14 I SHEET TITLE: \ 1 I•) .•\ I�� I \ \ 1 I•) I .a NUMBER: 50 25 12.5 0 50 � "` - ) 111= 50' 4/'1+ ?_7_ / ,A/ / THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS DESIGNERS, OR ANY PERSON PRE ING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1 -800- 245- 4848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) APPROVED FOR O CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 11/26113 SCALE: 111=50' CAD I.D.: GP4 PROJECT: J CT. ROAD IMPROVEMENT PLAN FOR 5TH STREET STATION BENT CREEK PARKWAY L✓OCJATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com pLTH pF 2'^ v DANIEL R. HINES 7'1 .p Lie. No. 043176 � ,1 10/01/14 I SHEET TITLE: \ 1 I•) .•\ I�� I \ \ 1 I•) I .a NUMBER: 50 25 12.5 0 50 � "` - ) 111= 50' 4/'1+ ?_7_ / ,A/ /