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Home My WebLink AboutWPO201800017 Plan - VSMP 2019-09-17TAX MAP PARCEL: 07700-00-00-00900 SITE ADDRESS: 2050 AVON CT CHARLOTTESVILLE, VA 22902 OWNER: LIGHTHOUSE LAND LLC 2020 AVON CT CHARLOTTESVILLE, VA 22902 ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG. KOTARSKI@Tl MMONS. COM SITE AREA: 2.906 ACRES LIMITS OF DISTURBANCE: 2.60 ACRES NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 1.23 ACRES ZONING: LIGHT INDUSTRY , OVERLAY DISTRICT: STEEP SLOPES - MANAGED SLOPES AND PRESERVED SLOPES OVERLAY DISTRICT ENTRANCE CORRIDOR OVERLAY DISTRICT STATE AND FEDERAL DAM INUNDATION ZONES AIRPORT IMPACT AREA SETBACK: FRONT: MINIMUM - 10' FROM THE RIGHT-OF-WAY OR IF THE EXTERIOR EDGE OF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY; FOR OFF-STREET PARKING OR LOADING SPACES, 10, FROM ANY PUBLIC STREET RIGHT-OF-WAY MAXIMUM - NONE SIDE: MINIMUM -PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. MAXIMUM: NONE REAR: MINIMUM -PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. MAXIMUM: NONE STRUCTURE HEIGHT: NOT TO EXCEED 65' MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540)-885-0786 DATE OF SURVEY: AUGUST 11, 2017 & MARCH 15, 2018 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET PROPOSED USES: OFFICE AND MANUFACTURING BUILDING AREA: 25,692 SF TOTAL = 8,639 SF OFFICE AND 17,053 SF LIGHT INDUSTRIAL BUILDING HEIGHT: 28' FROM FIRST FLOOR TO ROOF (2 FLOORS) 40' TOTAL (WITH BASEMENT) PARKING REQUIRED: OFFICE SPACE (8,639 SF X (0.8) / 200 SF) = 35 INDUSTRIAL SPACE (13 EMPLOYEES + 2 PUBLIC) = 15 TOTAL: 50 PARKING PROVIDED: STANDARD PARKING SPACES: 57 HANDICAP PARKING SPACES: 3 TOTAL: 60 TRIP GENERATION: GENERAL OFFICE (710 ITE LAND USE CODE) 14.87 TRIPS PER 1000 SF OF OCCUPIABLE GFA 14.87 X (8,639 SF / 1,000 SF) = 128 ADT a GENERAL LIGHT INDUSTRIAL (710 ITE LAND USE CODE) A Or, TRIPS PFR lnnn SF nF GFA a 4.96 X (17,053 SF / 1,000 SF) = 85 ADT N N TOTAL TRIPS GENERATED: 128 + 85 = 213 ADT WETLAND IMPACTS: NONE WATER SUPPLY: ACSA 0 m� SANITARY SEWER: ACSA DRAINAGE DISTRICT: MOORES CREEK CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS ARE SHOWN ON SHEET C2.0 AND C5.0. THERE ARE CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. FLOOD ELEVATION IN PROJECT VICINITY VARIES, 355-360'. THE PROJECT IS LOCATED IN FEMA FIRM MAP NUMBER 51003CO288D, PANEL 288 OF 575. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. VSMP PLAN WP0201800017 COUNTY UA08"'F ALBEMARLE, VIK"""GIlmNOIA SCO SVILLE DISTRICT ZI �# ,l 31 7 Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C1.3 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTE AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTE AND DETAILS C3.2 EROSION AND SEDIMENT CONTROL PHASE I PLAN C3.3 EROSION AND SEDIMENT CONTROL PHASE 11 PLAN C4.0 LAYOUT PLAN C4.3 EASEMENT LAYOUT C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING SPOT SHOTS PLAN C6.0 DRAINAGE AREA MAP AND DITCH & CULVERT CALCULATIONS C6.1 STORMWATER MANAGEMENT SUMMARY C7.0 STORMWATER PROFILES C7.1 STORMWATER PROFILES C7.2 DITCH AND CHANNEL PROFILES Li.() LAND&GAPPRIANj 12.0 LIGHTING PLAN L3.3 LIGHTING NOTES & DETAILS # OF SHEETS = 19 APPROVED by the Albemarle County Community Development Department Date 7 17 ! Filei,,� o.�-c,rS:,oc)rZ_ Lir- No. 040204M7 r7/ 1 G/ 15 "_ m E 0 0 0) v N N � 0 > E E LU +� u o � oLL ® f"U LJLI s 0- LU C (D L Lu H � 0 >< V'1U >� Ln c � ® N l m C® J �� cri z U Z) w w U a z V) a z O a~. U Lli 0 ti zEn z O w w LU � ZZZOO(j 000d® W 4 a Q_ Q� Q. Q 00 w w �� CC) co0)rnrn 0 0 0 0 0 � N Q moor�� o o a o DATE 711612019 DRAWN BY 1. SHOWALTER DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE NA 0 _ _ 0 0 LU a T C 2 a Q � C9 `° L ED a `o °7 U �a 1 o ry �z U T � �Q �u) �N a o D U o c� z O w Q �x �Q) o Y 0 Q� o Q CD >_ �N U x O s � �o t/i U = O O Ea U � O a a "a y a .0 z U JOB NO. ° o N U 40202 N O C U SHEET NO. 1-a o oa Co. LEGEND ROADS SEWER TRAFFIC STOP BAR , S - EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. O DROP INLET & STRUCTURE NO. WATER CURB CURB & GUTTER EXISTING WATER LINE 60 PROPOSED WATER LINE -�- CENTERLINE OF DITCH 6" W PROPOSED VALVE R-1 VDOT STANDARD STOP SIGN g- W PROPOSED TAPPING SLEEVE --- - 2C30 - - --- EXISTING CONTOUR PROPOSED FIRE HYDRANT (COMPLETE) 200 PROPOSED CONTOUR GRADING Tc PROPOSED SPOT ELEVATION 240.50' 10 TC = TOP OF CURB PARKING COUNT BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT TBC = TOP BACK OF CURB TBW = TOP BACK OF WALL EOP = EDGE OF PAVEMENT February 6, 2013 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER, PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. & VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO - LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). • 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING_ OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (NIA) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. PERFORMANCE STANDARDS FOR INDUSTRIAL USES APPLY TO THE PROPOSAL AS DICTATED BY BY SECTION 4.14-1-4.14.5 OF COUNTY CODE AND THE USE SHALL BE SUBJECT TO THOSE STANDARDS. 35. THIS USE IS SUBJECT TO SECTION 4.18 NOISE REGULATIONS. CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL -VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). RIVANNA WATER & SEWER AUTHORITY (RSWA) GENERAL WATER & SANITARY SEWER NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (VICTORIA FORT AT 434.977.2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE -AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE, STRUCTURES, ETC. 14, TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. FU B A 111-1 STOP `Reduce spacing 40% COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test _results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. o. Road plan approval for siibidivisions is subjeci i0 final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. S � L`D CT141JGW J. KOTARS,la l.ic, No. 0402048�07 7/1 G/15 , M E ® O N U N � ¢ 6 >E LU ¢L,t U. o Ld®LU s'-' U 00 Lu C7 LU U) rq o N z�� ®�x �¢ c "' c Ln Z N U1 E� 00 J �� z O U LU o � � z � � O w w (n g �z2 � Z) U U U O w LLJ 0 0 Q 4 w � C4 � � � coa�o,o,o, O O O O O � N N N N N ¢ o oOOO NMI I rM 711612019 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1"=20' 0 _ U _ 0 N a LU CL _ _ a a z o - (DCU CU 0 b > _ 0 > 2 LU 3: _ All �0 LU X o cD ;v W U �0 o F- 7_ C� a0 O iz c� z � ZW oa) X x o 0 Q� o� g� I_ =N U X G � U E �N cuo / U � O E� U cu o� _0 _ y� U JOB N0. ° L - o U 40202 N 0 SHEET NO. a $ C1.0cn L 4" .JJ YY ST Y3P TOP OF CURB R=2"-it tt HIV /\\/\\�° , EXPANSION JOINT WITH; . // 6 PREMOLDED EXPANSION 1/4" SEALANTC i31i \ \ \ FILLER, ZIP STRIP OR ��j\X\\� 2 BITUMINOUS CONCRETE SURFACE NON SLIP BROOM FINISH SURFACE EQUIV., SEAL WITH tic. i� f��2J98U7 o a a a a a a COURSE - SM9.5A SILICONE SEALANT WWF 6x6 W2.9xW2.9. o C o 2" /\�j a tH�t - r < �J <- < I t3 I Yh't G"tt fiC�l�Kt(�HI t t3Pedit C.UUi �t COMPACTED SUBGRADE -- ---�� e a e'--�� °s 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE'S 6 TYPE 21A STONE COVER 01NAL ' VDOT A-3 CONCRETE M �v jo aT SUBBASE�v \/� .� \ COMPACTED SUBGRADE (CBR 11.2) �t to � _, ��_, .. . ..... . ...... DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS � > CONTINUE 21 B STONE BASE u DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS FROM ADJACENT PAVEMENT ° P-t 4� 41 SECTION UNDER CURB ® U. o tu® ate, VDOT STANDARD CG-2 CURB LIGHT DUTY ASPHALT PAVEMENT SECTION HEAVY DUTY CONCRETE SECTION o" t7 ua a, `� M No Scale No Scale U ®� x 2" ASPHALTIC CONCRETE SURFACE - COURSE - SM-9.5A ° ° 4 0 2" INTERMEDIATE BASE COURSE _ BM25.0 a °6 ° ° ° _r ¢' Ln O CONCRETE BUMPER BLOCK o G O O O O o o 0 0 0 ° °° ° 9. °° a. - - EP/ FC p CT. ANCHOR WITH 5/8" REBAR O u cn cry O �a o 8" TYPE 21 B AGGREGATE BASE COURSE ° ° ° ° ° � ° ° ° °' `� �'• h- �- � U U to IMBEDDED 24 IN GROUND L o 0 0 8 TYPE 21-B AGGREGATE SUBBASE COURSE TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12 � w w HANDICAP SIGN O o 0 0 0 o a WHEN ALONG SIDEWALK o LU z LOCATION (VAN) o TJ o o c o� Xy o -0 � g 0� HANDICAP SIGN - // // / /j /j\//\/j //�i O O O O O �\\/\\\\\ COMPACTED SUBGRADE �--�-- U U U U U LOCATION (TYP.) ° ° ° ° 6 ° w uiJ COMPACTED SUBGRADE ° ° ° ° EP/ FC a ca EOP ® ® © Cj O DENOTES ON PLANS 0 U@ WQ 2 ti, W tic ttlltfl, t ctttlttl clll 1f 141 0.--� d V , Q �,fz f,,t�ft�� ` `tz� +tsl;` 1z`;ill',„ DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS V OR AS SHOWN ON PLAN " PAINTED WHEN NOT ALONG SIDEWALK 0 PER 2% NIAX. 18 ,r€ii�',''; ":`sll.i,,. ,k,. w oc�000 -� �- VDOT I o 4" SPEC. HEAVY DUTY ASPHALT PAVEMENT SECTION GRAVEL SECTION CURB WIPEDOWN DETAIL L, N N N N N No Scale No Scale No Scale 8 5 8 8 8 vVN V a n �titiwn TYPICAL VAN R= �4" CONTROL JOINT SPACED 4"_ 2 R �i�/®Iv CT. (25 MPH DESIGN SPEED) o t o o c� ACCESSIBLE ACCESSIBLE AT WIDTH OF WALK ° CONC CURB AND GUTTER CLASS 3A, n DATE HANDICAP SPACES 1 \� ° a, (Pc=3,000 PSI) CONCRETE EXISTING 15' - 21.5' PROPOSED RIGHT-OF-WAY EXPANSION JOINT AT MAX OF 30', WITH PRESCRIPTIVE EASEMENT DEDICATION 6 ® 7/_16/2019 DRAWN 8Y PREMOLDED EXPANSION FILLER j a ° 1":1' 36' ON STREET PARKING IS NOT PERMITTED � J. SHOWALTER No Scale ° o ° 7" C/L 3' BUFFER 5' SIDEWALK FACE OF X 1" SM-9.OA DESIGNED BY a 10, 10' \ 18 CURB X/ a ° ° ° (TRAVEL LANE) (TRAVEL LANE) J. SHOWALTER 4" CONC. WALK oG _2% 2%--® PAINTED STRIPE 6" MIN. v` o �� a� �c v� v o oC ao I C. KOTARSKI 91 (TYPICAL) � ° ° ° ° � ° ` °' � .° ° ° ° ' � �� COMPACTED SUBGRADE -� e ° ° 3.5" BM-25.OA SCALE „ ° a , . 41 2 CG-6 4" UNTREATED AGGREGATE 0" o a o 0 0 0 0 0 0 0 0 0 0 1"-20` REGULAR SPACE o o - Z o U- 0 9 0 - o o o CG-6 CONTINUE 21B STONE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ COMPACTED SUBGRADE PAVEMENBASE T SECTION ADJACENT ECTION TYPICAL PARKING SPACE DETAILS '� COMPACTED SUBGRADE 4" 21-8 STONE UNDER CURB No Scale CEED DENOTES AVON COURT ROAD SECTION AND PAVEMENT ON PLANS CONCRETE SIDEWALK JOINT DETAIL No Scale VDOT STANDARD CG-6 CURD & GUTTER FNoScale VON COURT ROAD CROSS SECTION AND PAVEMENT DETAIL o SED FESE�D No Scale PAN= PAF NG _._ '9rT.D01' - Pavement Design Guide for Subdivision and Secondary Roads in Virgil. (revises 2114) VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% Appendix IV KK Tr PITY Flexible Pavement Design€irlcsheet for New Subdivision Streets /\/\/\/\ ° ° This sheet is intended for use and submission in conjunction with VDOT's Secondary Street Acceptance Requirements $A0-$ $gym$ / // //\/ ° ° ° // ///- TOW AWAY ZONE T®W AWAY ZONE f�tt?l `i\\ o oC o o C o 0 0 o 0 0 \\ \\\tjr - -- GSte:.... I �\ // Subdivision yj d 0t .t6 ...o`1 i,.d, r' ..ts ,I"vSs'LU :v t _ VDOT - Pavement Design Guide for Subdivision anct Seca VAN Street Name. t --......: - ndary Roads �n Yararta,(revssed 2014) 6' ABOVE ACCIMSIBLE 6' ABOVE 4" 3,000 PSI AIR -ENTRAINED t Z,, 0r FINISHED CONCRETE i FINISHED AADT Projected traffic for the street segment considered, as defined in the Subdivision Street Requirements, GRADE GRADE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER CBRr, Design CBR= Average o€C3R-r x 7l3 and modified only asdiscnsscd in thePavementDesign Guide. 25.0 CBR�r GF3R value of the subgrade sample; taken and tested as specified is the Pavement Design Guide 24.0 SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS DIME VDOT District Materials I ngineer 3[i,00Q -> 23,0 PHYSICAL LY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN A7 EACH PARKING a EP'T pquivatentprojeetedtrrfeu , 0 Qt00 1D NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ffcv Number of Ileavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and fi or more tires). SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE).,:„ _ ,,_ ,^v 20.0 W %HCV Percentage o€ the total traffic volume composed of Heavy Commercial Vehicles. Example t 10,000 > WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL ACCORDANCE WITH VDOT STANDARDS. g P f i RF Resiliency Factor = Relative value ofthe subgrade soil's ability to withstand reheated loading- DR 10.7 (interpolated) 19.0 BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 30 (DP' mire 6,000 1�.0ill pp (§ U ) 2 for €design parameters 4 00.0 17 0 SSV Soil support value of sub ra€l� SSA = CF3I� x RF , . I, SSV l l and Design AADT = 480 , 000 17. 0 CONCRETE � / SECTION DP Thickness index of proposed pavement design computed by the Conventional Pavement Design Method � CONCRETE SIDEWALK PAVEMENT SECTION Da 'rhickness index required, based on Design AADT and SSV, determined by Appendix Il, � � _ (interpolated) �� > VA. SIGN FOR THE DISABLED ON 0.80 GAUGE No Scale ALUMINUM. COLORS: GREEN BORDER & tep 2:, Determine I esign alues 12 _,. r_ _ ., - ._. _ _"_. ___ . 2, 000 15.0 � p irtine Design AADT Cl R, RF ,and S�V � 1 LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, .,,.,,'..."' Ste 1. i'Deter >,.,,... 14.0 WHITE BACKGROUND. AADT S ft Nut CBR-j- kcsi6ieMr . <actor (RF) , : 19 •,<�` $0000 _ 13. 0 � IV) ..,.... a,. <.> l Source Value 8 t-_. ,,�,, 600 12.0 EXISTING PAVEMENT PROPOSED PAVEMENT %HCV = l0©(HCV AADT) - " SIGNS FOR THE DISABLED 2 Tabled .,`.,g .. Mcale RKIN ar 7 � EPT = 20 x HtWV Note: fiar � � etldix I SAWCUT THROUGH Note: For <s%, use AADT DMD r''� RF EPT>AADT t7 , , Nor preliminary destnn, use the lowest 5 300 10.0 MATCH EX. CROSS d, `' EX. SURFACE 4 X COURSE SLOPE UNLESS OTHERWISE a , t itt vataetnthecquati°n 3 _ 200 9.0 B! &REMOVE CI3Ro LLJ SPECIFIED ON PLANS Design AADT 2 xRF Use greater of AADT or EPT " ` � 1 - PAVEMENT _- 8.0 7-1/7 6' LENGTH 2' MIN. PROPOSED () x ( a? = > (� ? 100 SURFACE t 3, Pavement Desl nSSV 40.5' FROM F/C I 2' + COURSE(Clieckappzopriatebvxandshowpropascclpavetnentdesignbeiow.) 60 7.0 5" - - -- 6.4 Minimum EXISTING O (A) Limited to Design AADT c 400 - show pavement material notations and thickness trmn Appendix IV Tables A and B PAVEMENT 0 (13) Shier pavement section as developed in the Pavement Resign Guide. Dta i , �Scale O O oO O O O (See Appendix III for material notations and thickness equivalency values (a)). from Appendix II 0 0 o O o 0 o MILL EX. Description of Proposed Pavement Section Thickness Index SURFACE COURSE Material Notation 'Thickness,h a (axh) BASE COURSE - SAWCUT EX. Surface per} j }} p �y __._ Scale EDGE OF PAVEMENT AGGR. BASE Please refer to Appendices and 'rV Or the application of this diagram in the design of pavement. E Basei� Subbase * 3•a'ri`t 6MG0 0. to LA ANCHOR WITH 5/" REBAR NOTE: PROPOSED PAVEMENT MUST TIE 32 IMBEDDED 24" IN GROUND; IN WITH EXISTING PAVEMENT Dr must equal or exceed the value ofDR. Dy = Z(a x h) _ 2 PER WHEEL STOP JOB NO. 28 40202 PRECAST CONCRETE WHEEL STOP PAVEMENT REPLACEMENT JOINT DETAIL PAVEMENT DESIGN CALCULATIONS FOR AVON CT SHEET NO. No Scale No Scale No Scale C1. 1 -0 D_ �D -a° o CD nU) z �o o 2i E o o G _U) to a_ o O � n z D o. �x aw ill o 2 .§ Q � CU 73 N U C N O N U 2 -�; cao ±✓ V �o E U N O V_ 0-0 U o C: in O to t0 V a 2 �En N O C U � O U)LD ;E GR-2, 2A 1 x4CAP 0VER I x 6 CAP DOORS ONLY 6 HASP �� X 27%4" MIN - 28 4" MAX RAIL HEIGHT 11'-D" � . 6'-3" 61-3" 3'-1i/2" 3'-1V2" 3' IV," 3' 1f/2" F/1 TCYIMRS,Y r A 4.75' 1.5' 2.66' 2.66' 2.66' 1.5' � BOLLARD TYP. Baca No. O�st.�20�x8507 TT 12 STRAP O� r r • ` %Yi. 1r;Yr>:.Yi T T,.r?A1r1 Yi>YiY'rY'i i rl>ll. 4 x 4 POST UNLESS HINGE '��O�rpi°i�.+ '1,,:� ON PAN OTHERWISE NOTED PAD-. (TYP.) RAIL 1 x 6 4.75' TRIMMER GR-2 GR-2A 1 x 6 TRIMMER 6 x 6 POSTS 1 x 6 0 0 (6'-3" POST SPACING) (3'-1/2" POST SPACING)L 0 SIDING N MAX DYNAMIC DEFLECTION 3' MAX DYNAMIC DEFLECTION 2' 3' -0" N Q O 1 x 6 SIDING E ILI f' OUTSIDE ELEVATION 12" CANE BOLTS QLL N NOTES: PLAN VIEW 1 x 6 CAP - I -6 5'-6" OUTSIDE GA TE VIEW � � �° m I x 6 CAP 1 x 4 CAP I x 6 CAP ¢�t�-0 z GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE �'-0" W - Sri O ONLY ANDCAN ED BYB THE ENGINEDERURING CONSTRUCTION IF AND NOTEAS of �O N f * FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET N0.501.05. OPTIONAL GR-2A METHOD * OPTIONAL GR-2A METHOD j' ADJUST TO HEIGHT 0 LLI Z m USING NESTED RAIL USING ADDITIONAL lO" OF CASTER WHEELS RAIL ON BACK OF POST FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND rN GATE 3: ®(n (n ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. L.0 * WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST 1 x 6 TRIMMER » � 6 ''- RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE 6'-3". CONC, I/4 SAG ROD ® a I- ti BETWEEN 5 FEET AND 150 FEET. Cn 2 �`) Z Z WITH TURNBUCKLE - v > o w w ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL STONE - NOT BE SET WITH A VARIATION OF MORE THAN /8" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL CR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27%4" MIN - 283/4" MAX AS MEASURED PER STANDARD GR-INS. ALL W-SEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE IS FLARE RATE FLARE RATE 70 9' 30:1 151 60 8' 26:1 14:1 50 6.5' 21:1 11:1 40 = 16:1 8:1 311 0 4' 13:1 7:1 6» CONC. -I 3 -0 NOTE. ALL LUMBER SHALL 2 x 4 RAILS BE PRESSURE TREA TED 12" 2 x 4 CROSS BRACE 2 x 4 FRAME > w w ~ =O z aanCZ z z v j v o SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. POST ELEVATION INSIDE ELEVATION uj 124 -\V D©T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 1S ON FILE IN THE CENTRAL OFFICE. SPECIFICATION 3"CASTER WHEELS p ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFERENCE INSIDE GATE VIEW co 00 m 0, 0) SHEEF 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 LLj O O O O O O 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 DUMPSTER PAD & ENCLOSURE DETAIL w LLI N N N N N � tp GR-2, 2A No Scale u 0 ~ *4' 6„ ROAD .PLAN€ _ EER.3� 2-1 C) 000 rOs� Ed PI@0 A€L,-s P'N RETAl INN, LiR-� WASHER 3Ia I �w�`t`z'Fr4« IdE PIS!TCI PICKET I WALL fdETLS, 31� I > DATE SOL(p �OJ��'t MA.'�c'S°'�"�---f�iA�. �+..�`r ---�-� 5/8"x18, BOLT I %4" HOLE I 3� % I ..€; n. ��ID#A_ SOLI 51tEs. SM01.�IF, 7/16/2019 & NUT 74" HOLE I ) R��f ND 900 <T`t°P.? 013 12" MIN - - - - - - 6"x6"x1' 2" r °3 PIN 8 xi CK TREATED DRAWN BY \ PINE BLOCK OR TREATED PINE 1" aTA€'dOA RI,, Alt /q j rf; %off 1.5"DIA GALV. J. SHOWALTER 3J4" HOLE L_ RECYCLED MATERIAL. BLOCK OR t pt p l€ I � t (TYP•} F- s RECYCLED € 6 € � � 1 [ � r; w /a MATERIAL ' # t t J(I IC(# GALV. STEEL 100 0 COMMON NAIL ELEOTJ?o0E RAIL (TYP.) SEE NOTE 5. bi 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL AiVHflTd" 6"x8"xt'-2" DESIGNED BY TREATED - CONTAINING STEEL BLOCKOUTS. RAIL E,YPa $Ibl%l �t�.1IN'T;5 AT ; PINE BLOCK z IiVFRVALS NOT EXCEEDING ' MAX. 1T P I � s T' BLOCKOUT FOR MAINTENANCE �11 F FT, f " 2'-10" J. SHOWALTER POSTS • " MIM. NIPS (Z,-i15' Ob0 SCHEDULE -80. F#P� � 1�F TREATED REPAIR ONLY �-� TYP. �-�- � _ ` � RET�PI#hl€; ��h$,.#,. 1��Ui,=a 2' Mi!`�. t'4Pa i2.-37� F,kJr`(,i ;aF�1-€E��LE 'I.1�.1 I'I?F '� €Fi ( }EXP. SOUTHERN PINE XPANSfON' 41NT { �} s �` . `� .� 1 JOINT CHECKED BY 1 - ROXFwTS '� MIN. NP3 (1,0511 6�0,r SC IEDULE 4C IPG r1 °' MNI ScLIB S EEL mOOTN NOUN r ra 4 s g , - AHCHO LT 12" MIN C. KOTARSKI 1 17%a� LESS THAN T-O" R`l TYP I�PEO STRIAN RAILING FOR USE ALONG SID WALIX'S A l RAMPS) - � � FINISHED /e" HOLES (TYP.) 6x8 WOOD POST 3a PINE BLOCK. PORONG PEROADWKY PLANS TY�T° AL E 1i0Ik � 2" 'mirf' 12 Ak 12" GRADE SCALE 4"x 8" BLOCK, TREATED GUARDRAIL EC1R LrlcANC'E TO1, f % „ P'S. aOHEGUTE P3P� �# '��`"I,: �'CrO%•1 RATE TEP5 (TYP.} - , - I 3 1• h11sR r . POST; 1ya M# 1„ NIPS (L'9O ` O.DA ,OT1EID LE 60 'PtPF IIF 1 - 20 THE CRT POST IS FOR USE WITH THE " REQUIRE DST 'I FVJAL Sh( «iE CRIPPil'I RANI _, " ¢ -; STANDARD GR-10 TYPE III OR WHERE 4 WIDE BLOCKOUT S p�" 1 j" k Del€f1< tlps (1, o.o s" HEIDUL,E 40 =PIPE SPECIFIED BY THE ENGINEER IN THE TF�p I18E PATH, I Of?INOIN� WASH >Ir FR„ El FbTRIi PLANS. , / " �i:n-� R `� T 1 HANDRAIL � 2 -101, �- tigN MiK€. I cF'OR V. E ALONG STEPS) 1!2" R DETAIL A g'> MAX. POST MAY BE HOT ROLLED OR WELDED. 9fi a � TRF1 IL THE coNTFRATOP, SHALL SUf�F+IIT DFRA°tygN(3S GET,AILOG AL1. (MAX.) - �$A OTH AROUND a�tJl 6 A.�PFEO S OF PABRICATION ifs 1NSTALLAT0,1' Or, RAILNG, ° a � V-4' %" DIA 3 a" GUARDRAIL INSTALLATION CONCRETE FOOTIw, -fo�.., ,. �� w -, -� �t<tCt�Lir�I�tc �0t� E�� 1atJO�t��aN.� FOR A1��ovA� Y THE 5fi HOLE HOLES FINISHED v "HOLES I ! 0 + x . � s,.:: .. R9P i CAI TAIL t�c1 a Er PRhe R Tex € �T�a r# �€ . ,Sr ;€ 0 �#t't H 1, EXP. SITES REQUIRING LONGER f�E K5fr.1E G NG L E .�,e,�. r, SE SIt:t9E�.F�`T1 �EHL) G� fD< A P€fFESI#�4AL9NF,R ; GRADE JOINT SOIL CONICdVONS, 6� � �"t R OLT�, (FOR 11SE..;ALONG VDOVALK!� AND RA.MFSt F I I1 GUARDRAIL POSTS OLU A 'IALI10 0; 'Ft,`,E 'TO P'RACTlOc EWANEER,I"O IN CONCRETE N N € k FI11 r f r G >��?IPF�€N�- RAtL �.H L,,�1�. If�,'iALf.E 'WHEN THE t��,9�t+.�t'1W�A1.t�t.OF �(C��tN€A„ 3" p THE SIVWA.LK OR AMP GRADES ARE EQUAL 2, ALL`RALING cC1 F'onvcrs AHO FAS.TENERF? 'HALL ME, f.,A01 ,AZED I tv I1 ¢ ;1fFRIEAfER'THAN FERCEN[ORPRINQ AGOORfiAiCE141TH THE CURBNT ROAD ATIO BROCIE PECIFiCATIoil-s°- #3 REBAR (12„ O.C.)ART NA I N ITA NOTES: PAIL WILL, BE IN(D08WAI TO THE COST OF TO ACHIEVE A UNIFOF+IA O:DAPNG ON: ALL SURFAOEt 'VEF TIrl AN WASH 4„ 6"x8"x1` 2" fF US WITH T"a`r�F II:F 1111RAJ1:NGS3 1¢ 1zgf l E 1%CO E � a t iaA (fAaJt IJtC sHA€ HALL 57 €PdCLiiFd ihJ THE �- 5„ # 57 STONE THE R.�aLI-IG, a 11 5/a x10 BOLT TREATED PINE w 1. ALL BOLTS, NUTS, WASHERS, AND OTHER SHJ1�;`EFC�iJIJOS, a - - - - - 11 & NUT BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. 3, ALL,FASTEPAEF45, SHALL SE. €N A4.;C jPDk40,E WITH A-ST A3w, � gff =III- - _-III a RECYCLED w AS € x A r I -a . r 11I� cLTa. AL O I w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY t+_{firMEOW III -I _I I C_ MATERIAL 1A?( „ � Rra LAt� A.�.0 O..I4=A14C't WITH. 8HT0 �,14, rRADL 3v:, . _III_ I I=) I _1 I I-1 Il ° BE INTERCHANGED ON ANY ONE PROJECT WITH 1,. i+ .. 1 " `' THE R�STRICFION THAT THE SAME TYPE OF 4 -�1. . IRf MPE PI}?�ET 2s? TETJ r14P9s 4. +` CHEMICA"^. �bJ-dCHOR4SYSTEM E�S'�,M VOO('�a-t�PPRC}V 1�1ACERiGL - ; - tl W6x8.5 OR z I I s W6x9 POST AND BLOCKOUT MUST BE USED IN ANY 41 " !a.O, 5 `1 1 It "T 4" WALL E!�'f.�l,, t• LIST MAY . BE USED 'THE L.IE,3 OF CA>T, IN PLACE AN HORS ;A#`4FJ -SHALL „ tl� '� E. n S R 9 ° ° e 2 #5 REBARS, BOTTOM CONTINUOUS, It CD SINGLE RUN OF GUARDRAIL. �. T3E Ise LC1Es N 1Hrlf' k'NIIIU 1 -� ° ( ) 11 OPTIONAL HOLE � now 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE g , PODS "I1A.(L E t11T E T 1 )eFAT H GRAD OF R.A =5� SDEWALKS> 3„ I�iP 2'-2" AT SPLICES ll TO FACILITATE JOINT, HARDWARE, ETC. SEE SHEET NOS,501.01 AND 'TIP'' � 1 GALVANIZING AND 501.02. a I 1 1I*Di .A1L" SHALL rAAfC," r4RADE O RAIAP3 xIOEk��A ,95 A4,4D STEPS, 13" NOTES: 3/2" DIA. POSTS �H , F 5 B I COMPACTED SUBGRADE 1. FINE BROOM FINISH ALL STAIRS. HOLES 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE g I y LANO #G€TS aJzAL._ BE SET FfOI•$ ffl� 1' 4" Ir TOP OR BOTTOM OF BLOCKOUT AFTER 5/g" x 18 �' 3 > ;t 1 S I $- €?ttl lO1{r BE GtL)%1ED ANC? Ft EGrI1f1 e1< D... (IF NOTED) BOL C IS INSTALLED. � I ') 2. RAIL ON BOTH SIDES OF STEPS HOLES IN POSTS L 1 t 4 O O1Jt1C�1 % Th 1A : IN TAS ATION TO BE IN A0'�QRE+Alf%E 3. SEE PLAN FOR RISER HEIGHT Q„ I AND BRACKETS i 1 I 7 WITH ST101 FE G =�1 TO BE %a" DIA. 3 COMMERCIALLY AVA.ILA L RA1LIMO SYSTEMS, � , USED r SY.rTU$+f �, f�tA� B� �� ' P I fsEU or't1ESiON)his� Al ; €SAT aO fHE PAIL€NEf._IDO IJM ratATION FROM STEEL POST �M�r, r� THE MANUFACTURE V��3FY1�a� TH�fT PRQJEE�T IRCOU 'tWr4T- A E �+ CRT POST fiA)L E SIDN 101&`!TS. Af 1' s v- BOLTS MET WITH THE RAAJINII� ��'j!Et;f 'HALL 9.E a41E'tMITTED WITH TP €XTERIOR STAIRb l 1TER NOT t ,0E9rAp4G J," MAX; IW- ALL�ATE1 N `LSR�?WINO� AN 'APPROVED 64 fHr EN INILER I(;1 F SEALED AND SIGNED RA FILE N THE CENT 3O FEAT'_ A,GE:.QRbAfv B o4€TH NOTE 1, No Scale � SPECIFICATION A COPY OF THE ORIGINAL 5E L...._ 8...{lIN.3 IS 7N LE CENTRAL OFFEE. ��©0 T 7 - R';GSTS q,2- MI�a. T~IP`S t2„3t�" O L`I,) SCHEDC JLE 8O (�€TEE TO,- HA1,4RAL TO BE �4 AC.QQRQA€�t E WfTH TE{� LATE$T EVITILGN O REFERENCE C h�t� I�1� BLOCKED -OUT r� ( _ �Ar- j ROAD AND BRIDGE STANDARDS RETAINING' WALLS R�tIT� �' Mlr,�€F-a 42..'i�°'�.F7:a��tJE;�ULE 4�`PIP� TI=t4n 'ARQiNIA UMFORIA"$TATEWIDE PiltL+',ING, COFSr„ � STANDARD AI v t J AR t✓ C7 L ®e, K E V 0 U T Vv l J E AM GUARDRAIL yr EXPOI.59ON J0114'r I.: y I r I1, TRiS H9fDRAL K `I O BE USED (�jl' LY A� A: F�RoTE TIOtl F O � 22t PICKETS.= � MIN- S 1,05" fj,1 SCHEDULE `f �, P,PE z P T Y T P T AND BL®CKOUT DETAILS) REVISION DATE SHEET 2 OF 2 Solu ,r, � t:; P1 �'f? ("11 .a"t1f I EU ='tRlt! € sFIF I t ri F tjf t E FLF E) €t &1Y 1CATICI) 1 .4 23s (STRONG OS S S EM, OS tn.l, �.. �_�C) 7Lz-_ 5),�Cg_Tr{ r..3_�+EFd f?�=�t fd,E,. N- 236 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 1 ECTPOO WHERE IT ),€3OI�T .OV . UBJECT 10. 44 VEfIICI.,04A NPAOT. 501.05 HR' TAPE III I Y. LE Ai�..1N EHt L. Ra � TterJ STANDARD SHOULD �+ i' n NOTES: ad T W _ (Ff:)Fy USE ALONG SHARED 1,13E PATHS) BE USED. S I G I AGE ! V O I ES : � �r�t+'Ifzlx"AT1R7 A. E3P,I. OF THE ORGINAL 'SEALED ED AND "SIGNED DRAWING IS Orl 'PILE, IN THE CENTRAL. OFFICE_ VOLT ASPHALT 1.5 TIMES (� r fEt1F ' EXISTING PAVEMENT STANDARD 'HANDRAIL ROAD AND. 6RIDGE STANDARDS 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF uL MIN. 2" WEAR COURSE 13 METHOD OD O LOCATIN. AND ERECTING. REVISION DATE r1 1 EACH OF THE FOLLOWING AND ANY REVISION THERE TO: -j AND 4" BINDER COURSE504 1R#NSA t9PR.TMF,T 0Ar15cTA'arJs A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. cI'c B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. z TACK AND SEAL TACK AND SEAL C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. LJJ D. THE 2000 INTERNATIONAL FIRE CODE.(A r 1 f 1.5" DIA. GALV. v j 0 EXISTING PAVEMENT 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH .. . t « . t .. t + 1' UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 .,, - t}; . . . . . . . . . . . . . ��STONE SUB -BASE NOTES: ----_ ABOVE. U ' +•>°+•: 1. PROVIDE SHOP DRAWINGS FOR HANDRAIL FOR REVIEW 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO . . . . . . . . . . . . . . PRIOR TO CONSTRUCTIONS BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. 5" 5" 2. RAIL ON BOTH SIDES OF RAMP ................ COMPACTED ` 3' 0 VDOT #21 A c ��_ CONCRETE F n 4 MIN SOLID WHITE LINE u �� FOOTING - 3500 24 PSI @ 28 DAYS (TYP.) STOP LOPE AS SH®WN IN PLAN M ' . • . - , PIPE . � . � . � . BEDDING AS REQUIRED ° AX. 1;12 ° I 12' L I (VARIES)� STD. D ° I E I I If ° I , I ( I I Il 15' R1-1 STOP BAR DETAIL NOTES: NO SCALE NOTE: STOP SIGNS TO BE 30WITH1PAVEMENT CUTS SHALL BE STRAIGHT AND VERTICAL. ? i Y� f I , ` I (_-, I i HIGH INTENSITY SHEETING _ _.. 2. REMOVE TEMPORARY PATCH IF PRESENT. EXCAVATE COMPACTED I , ' I MAX 6' ° f BACKFILL AS REQUIRED TO INSTALL NEW BITUMINOUS ASPHALT. I e Y RE -COMPACT SURFACE OF BACKFILL PRIOR TO INSTALLATION OF ° t-�-8 --1 JOB NO. � PATCH. 40202 o LNI EMENT TRENCHING AND REPAIR DETAIL RAMP AND HANDRAIL DETAIL STRIPING AND SIGNAGE DETAIL �j . SHEET NO. s 3 e No Scale No Scale i P STEEL CAP 6" DIA. STEEL PIPE FILLED WITH CONCRETE AND POWDER COATED (COLOR TO BE SELECTED BY OWNER) PAVEMENT PATCH T AMUN 9-M, TF --T 3.5' Z-O" DIAMETER 3,000 PSI AIR -ENTRAINED CONC. FOOTING --2" MINIMUM CONCRETE BELOW STEEL PIPE WATER MAI 3 24 M EMBEDMENT. ,SPRING LINE OF PIFIE- NO -38 STONE RENAINING BACK HALL TERlAL A j,,1QT (,CJ€JT jti ROCK MA LARGER THAN 5" IN ANY DIMENSION -INTIAL 8ACKFILL* �.6 LIFTS) '0�,/ 'TED THOROUGHLY Q IPAG BY HAND OR APPIPOVE0 MECHANICAL TAMPER HAUNCHING -BEDDING 6" rncjx 4" n-fln -FOUNDATION (SHALL BE REQUIRED WHEN 3f,,')IL CONDITIONS ARE UNSTABLE BALL. PIPQ MOTE VD(jT RIGHT-QF-WAY SHALL BE 1. OPEN CUT$ IN PAVED AREAS WITHIN EX15TINC BACKFILLED ENTIRELY WITH NO, 21A STONE. 2-FQR DUQTIIE IRON PIPE THE BOTTONt OF THE TRENCH SHALL, BE SCRAPED TONES REIfAOVED OR A 4" BEDDING OF Na. 6,P, AND CUMPACTE0, AND ALL S ST..ONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALL ED ON A tVIINIMWA 6)" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIGS- C;00F) FOUNDATI'ON MA-FR A ROCKY F,X,,N-jA_I0\J MATTRIAI, IN T AL BAC' FIL_ BEDDING 5 --TONE I S-A:- LT_ SOIL ROCK SCRAPE THE 60 Cr-Al 0: THE TREACH.. REMOVE A 570NES TO I\SURE' -H-::' 7 PE DOESN'7 PES7 0\1 ROCK AND TFEN COMI-ACT THE 501- OR PROVIDE A 4" BEDDNG 0 #68 S-ONE _)F_,'-(_,AJT CONDITKDN _WNDAHON IN P01'1')k,' `S011 UN U\STA SOIL -1 L 3A.0<,.F11-L-11, 1V V. 1 `1 #69 S70NF 7-7 -L AS 111�.� :.- -%.. . ,. BY A"SA JADLE SOIL S, OCK NOTE : - 1. \0 ROCKS SHA-L BE A*-LCWED WI-HIN 2z-` OF THE WA--R LINE-3. 2, ID ROCKS _ARGE.� THAN ro" IN AXY _-INIENSION SHALL BE ALLOWEDX INITIA_ BACK19ILL. A30VE TI If 1THE \ITIA' BACKFILL SHALL BE PLACED AND COMPAQTE0 IN 5" LIFTS. 4� '�Ct ORGANIC OR FROZEN MATERIAL OR DE_3R.S S'_ALL BE AL -OWED 5'33ELL HCLE= SHA-L z3E DUG OUT N ALL CA DU I LE IRON WA LH PIPE 1\1STip -LATION D'.DDINC TITS FIG. ;N 2. '7f'TION 1- I 4 5' 1)1 C X PLI_Gj W OR T 0-� WYE FI-TINGS WIDEIN TRENCH -0 AP d ANCHOR IF MI 14 AS Tel a ••T . . . . . . . . . . . . SEC_,0A 2-2 - - ----- PIPF OFGRFF -iFND DIMFNSIONS V01. AND PI UG�i V01- S ZE OF (.-E-T) CU.1D. FL El) G. y D, BEN T L H r 90 2.50 2,50 01 0.24 4�' 45 2rQ0 2 �5 60 5 2�00 2,25 2,50 CC 5 22 1/2 IM 2.00 52 0,0 '1 1/4 1,50 2. 0 0 ")b o.io RO 3,66 3� , , 6 3.21 0.43 6" 45 2,136 2,66 277 0,26 22 1/2 1. -3 6 2.. 69 0.13 3.15 2. 19 1 2,65 0,32 1 1/4 1,65 2'6 267 (), 1 -1 1 90 4-, fli, 3 3. 8 3 3.42 O,fl3 12 45 1_33 3,5kl: 2-95 0_-113 383 .00 2,83 0.52 22 1/2 2, 3 J 2.86 0.24 1 1/4 18:3 1 2.33 1 2,8L- 0,16 -HRUST BLOCKS ARE REQUIRED W-AENEVER -HE PPELINE CHAKGES DIRE-C-10N, CFANGES F-17F, -)FAD FNDS AND AT VAI VFS 2. USE 2500 P.S.1, CONCRETE Il� SHALL HL -�'OJR_L) ON AN' PAR 1' 01- I_-L JCA- R sroNsm E 'ro THE VER.=Y 'THE TYr_ S; ZE Q; 4, -HE CONS LINO, :NGINEE SHALL BE RE ALL THRUST FJLOC,�S I CONC_�ETE -1 1 R U 'S-'T DLOCKS NT-_ FIG fi-:3 ACO DRAIN ACO DRAIN NINE! NINE 111111 111�1 IN SPECIFICATION CLAUSE E= I Powered Drain - S300K Iron edged channels XEC S300K POWERDRAIN - LOAD CLASS E One meter channel Half meter channel EXPANSION JOINT TO PAVEMENT PER SEE NOTE 4 DESIGN ENGINEER'$ DETAILS GENERAL SEE NOTE 3 DOCUMENTS Top HE SURFACE DRAINAGE .......... .. ",1", � I i�" "'I T SYSTEM SHALL BE IMM"11" fl. 'xilft"OK, POLYMER CONCRETE S300K CHANNEL SYSTEM INITH elo- . . 11111 11 - ' L 1 7 �� _ , -, - _", 28 4,4� � An DUCTILE IRON EDGE RAII-5 AS MANUFACTURED BY 5j��4 SK3.1 Sjc�ed chai at - 39.37" B rri) 69,001 12.01 •305 140.0 69029 `17.1,2 1�5 IMA AGO POLYMER PRODUCTS, INC 9iR rit.3 �r_ 17RAP,, MATERIALS 5K335j,,pedchr,,(a1-39.37`(Im,) 69003 12.40 315 142A SK3LO30C..-ntdtpthha.nel39.37�'tilnP' 69046 17.72 450 179.6 CHANNELS SHALL BE MANUFACTURED FROM 3_1 �.:I .., -4 �d_ POLYESTER RESIN POLYMER CONCRETE WITH AN 1 1411:111,1. SK15SIrepedchirnnel 29.31'(Irr� 64005 12.80 3225 145.4 SK331S1,ptd1.nrai,39,37'Il 1 69031 17.91 455 180.9 INTEGRALLY CAST -IN DUCTILE IRON EDGE RAIL.I 0`103 42 inn) ------ 12, MINIMUM PROPERTIES OF POLYMER CONCRETE WILL 0 Z n SK:r7Slc,,sdch.r,.1-39.37'TI.) 69007 13.19 335 148.2 SK3 33 Sk,;ed chi - 39 37 Lin) 69033 18.31 465 1317 '(32 'aw-, -0 7 ,2-iori k 34 BE AS FOLLOWS: ER COMPRESSIVE STRENGTH: 14,000 PSI ICI SK3q'%PLd,J,,rn,I 39.37il") 69009 13.53 �3el� 5 150,9 5K335Sk,,adha,net 39.37'(1,111D 69035 13.70 475 186.5 FLEXURAL STRENGTH: 4,000 PutI,�ill" TENSILE STRENGTH: 1,600 PS 0J'�3•-_.i..Is- U--------------------- I E 0,07% cho ... 1- 39.37' jb.)e 69042 13,78 350 152.3 51(137S�hredrn,n,l 39,37*(1n,) 69037 19.09 485 1091 WATERABSORPTION FROSTPROOF YE DILUTE ACID AND ALKALI RESISTANT YES SIG 11 SIvi,d diaRnel 39.37" it 3 69011 13,98 355 153.6 a(33931rpd,lRrnreI 39.37'(InT 69039 1949.495 1919 8117 SALT SPRAY TEST COMPLIANT YES THE SYSTEM SHALL BE 12" (300r.h,) NOMINAL INTERNAL WIDTH WITH A 14.2" (390trirn) OVERALL WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHAT INVERT SHALL HAVE DEVELOPED'V` SHAPE. AL min d CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE JOINT. Knock -outs included an every 5th channel THE COMPLETE DRAINAGE SYSTEM SHALL BE BY 7 ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN ANDJC)R IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES Tyls.903DI.-lintrierittich basin d 9 sK3 13 31cp1d dr-et 39,3T(Iin) 69013 14.31 365 156 4 SK3-040 C-airt d1lith x,h-11 39.37� (Inde 69048 19. 69 500 193.2 hr, �c� �J 39 _eTPL��9050 , torska, 69015 14375 1 ao I I9L64 ro'5rP 69053 3740 9M1 99.4'; ardfv�hrie ,�,00eri 9M, 5f;i�:ic�r , 4;�,��?,.�,�,::�126 317S1,pedcra,ne1-39.37'(Im) 69017 15.16 385 161.9 so,a, 600 Optkl or"ec, 1- 99202 too kt irtr1y"M X�l &t�r 1 r ... ...... . T 4,� riK319 S4,,0cnn,I 3937fIr,,I 69019 15.55 395 114.e SK3 ct-J ork"J and cae 96827 19.611 500 25 Llunnehe.- SK3020 C-t death fs1 39 e X' F.)69044 5 15.7400 166.o 2"' 01318 tin UM2914, sesi 1613 A JP PROVIDED BY AGO POLYMER PRODUCTS, INC. SKe21 swedcra-k39.37'(1iii) 69021 167.3 SIed, Ljoh 96833 64.0 er NOTES: CHANNEL SHALL WITHSTAND LOADING TO PROPER X� L IT IS NECES3ARYTO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. LOAD GLASS AS OUTLINED BY EN 1433. GRATE TYPE ENGINEERING ADVICE MAYBE REQUIRED. �j SHALL BE APPROPRIATE TOMIEETTHE SYSTEM LOAD 4-A 7, A 2, EMNININIUM GONG RETE STRENGTH OF 4,00 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE 1) SK3115 Sped 611d A37 F11Fe 690256.73 425 172.7 C CLASS SPECIFIED AND INTENDED APPLICATION. qrl AIR POCKETS. GRATES SHALL BE SECURED USING 'PO ERLOK' EXPANSION AND CONTRAC: NON CONTROL JOIN rS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL BOIFTLESS LOCKING SYSTEM. CHANNEL Sn3L,75rcp,d&r,i.I 39,s;'Unr 69027 17.13 435 175S 3. EX NFL`AND GRATE .... . .... .. N L SURROUND MUST BE APPROX. Fj8" f3h,rnj ABOVE THE TOP OF THE CHANNEL EDGE. 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED �Q , Rol 7 bottom krici,vttit fidirUe: 6'& 8" round. ot 1 1. This dhiaurd ofit- L 5.CONCRETEEIASET CKNESS SHOULD MATCH SLAB THICKNESS, ENGINEERING ADVICE MAY BE REQUIRED TO IN ACCORDANCE WITH THE MANUFACTURERS 11�1 i 2. inverts shorAin are rnal-e end, for fernale nwilt depth �jlstrisct 5rm (4Z) ku, rnal-vert fetveept murtel harreI,I,,4hse,t,,ifI Ire sarre s male hloll Rl"i RE PROPER I LOAD CLASS. 01 Toccicclotq ve,al ch,rhrel depth, add 20nirr(0.791 tol,mutdepft AN C NCRETE SURROUND. ENGINEERI G ADVICE MAYBE REQUIRED. SHALL BE CERFIFIED TO MEET THE SPECIFIED EN H 1 F 4. THE FINISHED LEVER OF THE CONCRETE N BETE it' INSTRUCTIONS AND RECOMMENDATIONS- G 6. REFER TO ACOG LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. Total capacity 15.59 gallons "-ft 3, Catch b-, R, s grate, Poly-, concrete top, tresir L.,oket zrid plo,tie Is- o2 ' 6 , i"I 1 t SK�3-E-ECP S300K POWERDRAIN - LOAD CLASS: E ACO Polymer Products, Inc. Exposed Concrete Pavement 825 11 4211 Fleasant Rd. IN Casa Grande, AZ 85122 Mentor, OH 44060 Fort M0, SO 29703 INSTALLATION DRAWING ACO DRAIN Tel. t5 42'I'-119SI1. Tel: 440 639-7230 DATE:08125iI5 Fax: 11111,2-11131 Arizona Tel: 888-490-9552 e-mail: sales(@acousa.com Ohio Tel: 800-643-4764 www.acousa.com South Carolina Tel: 800-543-4764 VARIES TO METER BOX (SEE FIG. W-6 THRU W-7E). 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BYTHE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"X4" TEE. • REFER TO FIG, W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500P.S.I. CONCRETE, LARGE METER SERVICE LINE NTS FIG. W-6C TD-1 2 4, Catch bi,sir, s se b i '. dtly'.-as grate diol,,ne, concrete top, deep trash b,,uR plasticasor arj Plastic bo5e, I.,. T,.,e sne to pipcile" -d- '. at parif cut! Type 904D 1-line catch basin 5. See 12",;dth d-,,t.Io;,ocn spe,ificstrd,, info for grate decals. as t,h NOT= e' f.c, t bs"wh-t �si11-ati, t,�,, aucxete'ur buePi.t"J.'s fle". 1 Riser can be cut dow in Y(25hrm) 2 Maxrtl r cap3c it, rc,A,f;nsE, 21,82 gii1kn. eri 4 - _�_ri Q,� 3, Add 12(300r,l) t,, cr belghb if j 4. 0,11st f- laill -"JI ba highc, dee 1. no-ed deph ce tjctAcosabes Office R, U End Cap 0.20'r-i N ACO, Ins. Northeast 5.1- office West sales 0111- Southeast Sales Office rall SPEC 9470 Hh-re 1), 825 A teeachcraft St. 4211 Hsrt Road z �1 �A I Monte,, CH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29703 M E- and tan TdO f;: (NO) 5434764 D 3• e, IT (440) 639 7230 Tel: (520) 421-9988 ch. Is picea Toll fire: (800) 543,4764 Toll Free: (883) 490-9552 F. 803) 802 1063 fni C_ F.: (440) 639 7235 Fax (520) 421-9899 Ies" (32,,,11) Ar ns3 Mo CO t--f, -tl L -, 11 N 0 =dr.ln I ne-, ' r., ve c'L" " April 2018 ;Pwv,,,RR Ai�00R,,4tr, �i,� April 2018�"':��"'!"�t'�"�"z""j'�."��.�.�'��"�"'lo ols, r, � A Bottom outlet - U 0, to"Mm Eta I"M , Z Ic 1�81` 421 9�94 A Gott 69 tlk','Eilia, 4&' n� .844", 1�6, M B Butturn outlet -SK3-00 8* round 11,81" 748 1.67 nut' gk, Q� o15 C End outlet - SK3' 00 6�' roun 11.81" 364 031 flef". �� g_ ' out �8 :1W C I I � � 6'j66ddt:�1 �� "Z 4969'r, 5 OQ"I jj D End outlet- SK3-1 0 8" round 13,78" 681 1.52 ;863. �I E End outlet - 80-20 1 bi� found' 1535' 1116 2.49 F Type SK3-903D 4" round 29,80" 287 0.64 irw,�e � TyispSK11,9031>,�'i� l �r 4,,. j d,:, I Astal ' '3 _ 1 6 n '�31 ,: 9 1 Co 71 �0'62 H Type SK3-903D 4',ound 28,22`� 279 �FfU6,u4:,, 55:25, �10T `1�57 TypeSK3-903D 4" round 28,37" 280 062 L Ty e SK3-903D p 6" ro und 29.15" 626 1.40 TyP6 'Type 28,59ili 28k iM3 N SK3-903D' 6' found 36-99" 707 1.57 t Wneidn&;; '36-72" ' 316 � a. a I 17L p r,le 3-903D Type f5* round 35.7 Z, 70i 1.56 N il ?37 ?,16 Type SK3-901) 5'round 34.7&' 690 1.54 t. trdu�n�&�j Tr 23415 7i "6 T Type:SK3-9030 14' L To It , 6 1 �2' I CORRUGATED BELL FOR GRAVITY APPLICATIONS A A. BELL END ACCEPTS CORRUGATED POLYETHYLENE; I AND PVC, CORRUGATED PIPE OR EQUIVALENT O.D. SPECIFICATIONS IN 4", 6", 8", 10`, 12", 15", 18", 21", 24", 27" AND 30" SIZES. B. CURVATURE VARIES WITH MAINLINE DIAMETERS. 2 C. SPIGOT END PVC SDR 35, ASTM D3034 3 DIAMETERS: 4", 6", 8", 10", 12`, 15", 18", 21 24", 27" 3A AND 30" (CONSULT PIPE MANUFACTURER BEFORE USING THIS FOR 3B SANITARY SEWER APPLICATIONS) PART PART NAME MATERIALS .1 HUB ADAPTOR PVC SIDIR 26 ASTIVI D3034 2 SECURING CLAMP* BAND SS #301 SCREW SS #305 HOUSING SS #301 3 RUBBER SLEEVE(AVAILABLEINNJ RILE AND EPDlA BY SPECIAL ORDER) ASTIVI F477 3A UPPER SEGMENT** 36 LOWER SEGMENT*** 4 (NOT SHOWN) PIPE MANUFACTURER TO SUPPLY VALLEY GASKET OPTIONAL: #316 STAINLESS STEEL BAND, SCREW AND HOUSING INSERTA TEE SIZE HOLE DIAMETER DISTANCE BETWEEN 4A AND 4B WILL VARY BY PRODUCT TYPE WILL APPEAR 4" (100 mm) 4 X2" (114 Trim) NOT ON RUBBER SLEEVES FOR CONCRETE OR CLAY PIPE 6" (150 mrn) 6 Y2" (165 MITI) 8" (200 Trim) 8 Y4" (222 mm) 10" (250 Trim) 10 7'8" (276 mm) 12" (300 min) 12 Z8" (327 mm) 15" (375 Trim) 15'Yj,," (402 Trim) 18" (450 min) 19 Y16" (503 mm) 21 " (525 mm) 22 V16" (573 mm) 24" (600 Film) 25 Xj 6 " (643 min) 27" (675 mm) 28 Y2" (724 mm) 30" (750 mm) 32 1%2" (826 mm) NOTE: RECOMMENDED METHOD OF CUTTING HOLE IS WITH HOLE SAW FOR PVC AND OTHER PLASTICS, AND DIAMOND BIT FOR CONCRETES, CLAY, FRP AND D.I. (SEE INSTALLATION INSTRUCTIONS. HOLE SANS ARE AVAILABLE FOR PURCHASE OR RENT.) INSERTA TEE I PO BOX 714 CORRUGATED BELL FOR GRAVITY APPLICATION SPECIFICATIONS CORNELIUS, OR 97116 SCALE: NITS CISCI.OS%S StiEJECT MATTER iN WHICH �N6ERTA-TEE HA6 PROPRIErARV RIGHTS. T _c 'N CA I- -INT DOES - CONFER. 13FER. OR LICENSE The L'Se OF _c h`rCrRaES1c', PH:(503) 357-21 0 FAX:RINT 1 (503) 359-5417 DATE: 9/1212013 REPRQ0UC71ouT1i1vPr`h,qTGRY SALE S @ I N S E RTATEE. C O M �lFOkk!A]IGNCONTA�WEDHERElt4,GRMANUFACIUREOFANY ARTICLE fiEREFRCM.FOR THE DRAWN BY: KLJ = URETO if�ER3BrfJR3IDDE14,�CE�BySPECIFIC'NRITTE�IPEft�tl$SIQN Iven-E, EG-1, 1A PC NOTES: NOTE. AYORANT MU$T BE EQUIPPED ATH CI-:,ARL0TTES- VLLE THREADS V&ICH IS AE LOCA STANDARD, I FNGTH OF BRANCH VARIFS TO to' 18" - 21" I I Y CU� I- - VALVE RCI 42"VIN. VALVF I TEE 2500 P3,L C-INCRETE SASE AND THRUS T 3LOC4 AGAJS_. JINJISTURBED STAB-F SOIL, YmEL 1111-E ArEN THE SOL �-� Dts"rUnEDL R-STRAINED CINT I'MIii,,65 OR WHEN A HYGRAN_ IS LOCA" 0 N A q-L, IN ADDITION IY) POURNG ICONCRE-IL, A SILLL PILL SHAL_ BE L,'$ED, AS ADDITIQNAL SUPPORT. NOIE - WITH GRAVI'l. AND,r? FREF OF CONMI77-- 1, 5URROMD WFM 110f - 5 2. MAINTAIN A 3 1/2' COVER FROM THE WIN TO THE F-RE FYDRANY iim-. wu,r, 3. FINISHED GRAD:� SFALL 5'-O-eE AWAY F;�fNi TFE..-IRE -1YDRN4T AND VALVE BOX, 4,L:TFE I3A-7- VALVE 15 ALLOVVmC, 'N SFOULD2R OR B7-FIND -1-7 0 TCH IT :S NOT ALL01iiED IN THE DITCH, 5, riQ- II'D.IAN-S SAAL_ D__ INSTALLI'D AT _CCATIONS V41E-?r_ W21P L — HOLES ARE ABOVit: ME isREVAILfNEEVA ,3 GROUNOINAIER ON, IV l31 TO �E N WET AREAS, --i-- 1krE7P 1OLES STALL -3E P_1_0001 AAD TI.E AYDIRANT SLALL 3E .=IUMPCD DRY, _YPIC"AL FRE HYE)LR.ANT ASS:5-WHY DETA'L t PROVIDE A 6" GRAVEL KD BENEATH THE METER VAULT, 9. MINI MUjIvi WALL THIQ<NESS FORL PREC�AST 0 f3 POUR fN-PLIACE '/AULTS SHAL.L. BE 4". 'XNES� FOR VAULTS CONSTRUCTED OF L MASONARY BLOCK SHALL BE 8", MINIMUM WALL THIC 3, THE 00SIDE OF THE VAULT BELOW GRADE SHALL BE. GOATED WIT11 AN APPROVED WATER PROOFIN(', COMPOUND- TYPICAL METER VAULT (1 1/2" MET E" ED INTS, FIGIVV-78 2016 ROAD & BRIDGE STANDARDS FOR DETAILS OF SAFETY GRATE SEE ST'D. EG-11 DOWEL HOLES AS REQUIRED -0 PLAN EG-1 PC -ENERGY DISSIPATOR (WITHOUT GRATE) EG-1A PC -ENERGY DISSIPATOR (WITH GRATE) 4--6" 6" f-DOWEL HOLES AS REQUIRED 6- # 4 BARS . . DOWEL HOLE AS REQUIRED 3-*3 BARS 0 12" C-C MAX. 3 BARS 111 12" C-C SECTION A -A ISOMETRIC VIEW 1. CONCRETE STRENGTH 4000 PSI MINIMUM, 2. REINFORCING SHALL CONFORM TO A.S.T.M. A615, GRADE 40. 3. ALL UNITS SHALL BE FOR A 2.1 SLOPE UNLESS SPECIAL ORDERED. 4. DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF ADJACENT CONCRETE. 5. DIMENSIONS SHOWN FOR CONCRETE THICKNESS ARE MINIMUM. ACTUAL MEASUREMENTS MAY VARY WITH MANUFACTURER'S TOLERANCES. RS 912" C -C SECTION B-B XVD07F SPECIFICATION I ROAD AND BRIDGE STANDARDS PRECAST ENERGY DISSIPATOR REFERENCE SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 105 111.02 1 2016 ROAD & BRIDGE STANDARDS PG-5 WA. ER 2500 P-S,. CONCRE-E 1HRUS BLOCK PLACE 5GALVANIZED ` W.TN--SS "POST WITH CAPPED EADS PANT-:D BLUE u, R7-\AOrE AREAS cz Aq 1RE TED. _MAKER LOCATION tAAY BE 5G3JECT 0 AtGHWA' L)--'.JAPlM- 71NSH'_-D GRADE ACJJSTAOLE VALVE BOX luii/ LID VF G AREA, NOTE 111 REVOTE ARE -AS, VALVE BOXES SAALL EXTEND SIX (() IACHES ABOVE GRAD-_ J'Y__Lj "'A GME VA-VE sl� - N TS FIG- W-5 DllclEteLMN DIMEN-MIN D64ENSION A B P4 2, 510, 41fl. kL 1 I- 45 jelltl" I mM 1 ATER, THAN 41 EISALIS WILL hE WDMrTTED, B, TYPICAL MUER VAUL'T ITY1 V-7A Tit-14 2016 ROAD & BRIDGE STANDARDS 6 X 6 W2.1 X W2.1 SLOPES VARIABLE WELDED WIRE FABRIC AS SHOWN ON WHERE REQUIRED TYPICAL SECTION A *4" OR 6" AS SLOPES AS SHOWN SHOWN ON TABLE ON PLANS w .WEEP HOLES Ca DIA. 0 83" C do LCLASS A3 CONCRETE HALF -SECTION NON -REINFORCED. HALF -SECTION W. W. F. REINFORCEMENT SECTION A -A CONCRETE TO BE CLASS A3 EXPANSION JOINT DOWELS SPACING 90'MAXIMLIM -A DIRECTION I OF FLOW W SID,E VIE DR14LED 15 DIA1`4ETER MLE FOR TU064 R14 4111TS, TOP VIEW 3",01AIvIETER FLAT BE A ZIN0 SURFACE E 1) RNEATH 24' X, 36' ' LUMINUNI ACCESS iATQH INDICATES CHANNEL WHERE WIRE MESH REINFORCEMENT IS NOT REQUIRED. SQUARE YARDS PER LIN. FT. OF PAVED CHANNEL CONC. THICK-1 D w NE11z 1 11 1 21 1 3. 1 4' 1 5- 1 61 9. 1 10. 14 SIDE SLOPES T I/0.425' 0.536 0.648 0.759 0.870 0-981 1 1.092 1.203 1.314 1.425 2' 0-710' 0.851 0.962 1.073 1.184 1.295 1.406 1.517 1.629 1.7401 4" Y L054 1.165 1.276 1.387 1A98 1.609 1.721 1,832 1.943 2.054 4' 1.368 1.479 1.590 1.702 1.813 1.924 2.035 2.146 2.257 2.368 5' 1.682 1.794 1.905 _2_.219 2.016 2.127 2.238 2.349 2.460 2.571 2.682 61 1.997 2.108 2.330 2,441 2.552 2.663 2.774 2.886 2.997 61. 71 23.11 2422 2.533 2.644 2.755 2.866 2.977 3.089 3.200 3.311 2.625 1 2.736 2.E 403 3*514 3,1325 9: 12.940 1 3.051 1 3.162 1 3.273 1 3.384 1 10' 1 3.2541 3.365 1 3.476 1 3.587 1 3.698 1 3.809 1 3.920 11.51 SIDE SLOPES .5 0.623 0.734 0.845 0.956 1.067 1.178 1.290 1.401 1.512 4„- 2' QM2' 1.023 1.135 1.246 1.357 1.468 1.579 1.690 1.801 1.912 T 3 1.424 1.535 1.646 1.757 1.869 1.960 2.091 2.202 2313 4' 1.714 1.825 1.936 2.047 2.158 7269 2380 2.491 2.602 2.714 _5' _ 2.114 2.225 2.336 2.448 2.559 2.670 2381 2.892 3.003 3.114 -M 6, 2.515 2,626 2.737 2.848 2,959 3.070 3.181 3.293 3.404 3.515 61, 7' 2.915 3.027 3.138 ' -3.249 3,360 3,471 3.582 3,693 3.804 3,915 81 3.3104 _34974 15,38 -3. 11 1 -1 0 .3.872 3.983 4.094 4.205 4.316 9' 3.71�.820�3.939 1 .05 4,161 4; 2, 1.411 I'l, 1 4,717 I 10, 1 4.117 1 4,228 14340 1 37 �4jgl;l -7 -62; 5.006 5.117 2*1 SIDE SLOPES 1 'a 08 0.719 0.830 1 0.941 1.052 1.164 1.275 1,386 1.497 1.608 4„_ 2' 1/1 fq5' 12 L327 1.438 1,549 1,660 116 .772 I.883 1.994 2,105 3: 1,713 1,824 1.935 1046 _ 2.157 2.268 2.380 2.491 2.602 ; 1 2.099 2.210 2,321 2.432 2.543 2.654 2.765 2.876 2.988 3.099 51 2.596 2.707 2.818 2.929 3.040 3.151 3.262 3.373 3.485 3.596 6' 3.093 1204 3.315 3.426 3,537 3.648 3.769 3.870 3.981 4,093 W. 7' 3.559 3.701 3.812 3.923 4.034 4.145 4.256 *.367 4.478 4.589 8' 9' 4.086 4.5831 4.197 4.69414.805 4.309 4.420 f 4.531 4.642 4.753 1 250 4.864 5. 361 4.975 5.472 5.086' -6.58-3 10' 5.0801 5.191 15.302 1 5.413 5.969 6.080 NOTES: DEPTH (D) AND WIDTH M TO BE AS SHOWN ON PLANS. WEEP HOLES ARE TO BE PROVIDED ON ALL CHANNELS WHERE W IS EQUAL TO OR GREATER THAN 4'AND D IS EQUAL TO OR GREATER THAN 2'. • WEEP HOLE WITH 12" X 12" PLASTIC HARDWARE CLOTH,I/4" MESH OR GALVANIZED STEEL 0 WIRE DIAMETER 0.03 INCH, NUMBER 4 MESH, HARDWARE CLOTH ANCHORED FIRMLY T THE 6' BOTTOM OF THE CHANNEL. CURTAIN WALL TO BE LOCATED *4 X 1811 J:W�ELS AT THE BEGINING AND END OF ALL SMOOTH BARS 9 CHANNELS AND ON THE LOWER 12" C-C LOCATED END OF EACH EXPANSION JOINT. AT ALL JOINTS ELEVATION XVDCTr SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD PAVED DITCHES REFERENCE . ...... .. . SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 502 109.04 2016 ROAD & BRIDGE STANDARDS T, I( P _7 cukmw Lid. No. 0402048`M7 I A �xf E C) 0 rq E Fz I.- LU > V) U- C) LL. LU 0 LU C:) 11 (D LU 0- P-1 M 0 x U) U U) -1 LL_ w r- "j. U.) 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THE PROPERTY IS BOUNDED BY AVON COURT TO THE SOUTH AND WEST, STEEP SLOPES TO MOORES CREEK TO THE SOUTH AND A DEVELOPED INDUSTRIAL PARCEL TO THE EAST. EXISTING SITE CONDITIONS THE SITE WAS FORMERLY AN AUTO REPAIR SHOP AND JUNK YARD AND CONTAINS A ONE STORY BUILDING TRAILER AND MANY OLD CARS. OFF -SITE AREAS UTILITY CONNECTIONS WILL BE PREFORMED OFFSITE IN APPROPRIATE EASEMENTS THAT WILL BE OBTAINED BY OWNER. PART OF AVON COURT WILL BE MODIFIED AND EASEMENTS WILL BE OBTAINED FOR REQUIRED GRADING ON BORDERING PROPERTIES. CRITICAL EROSION AREAS STEEP SLOPES AND STREAM IMMEDIATELY DOWNHILL ARE CRITICAL EROSION AREAS. SUPER SILT FENCE (WIRE -SUPPORTED) SHALL BE USED AT THE TOP OF THE HILL FOR EXTRA PROTECTION. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS UNDERGROUND PIPES WILL BE USED TO CONVEY STORMWATER ONSITE. THIS SITE PLAN IS PART OF AN OVERALL DEVELOPMENT PLAN WHICH WILL UTILIZE A REGIONAL BMP TO TREAT STORMWATER RUNOFF FOR QUALITY AND QUANTITY. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 6. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 7. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS, 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE ON -SITE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE AND CULVERT INLET PROTECTION. 3. INSTALL PIPE SYSTEM AND CHANNELS FOR INLET SEDIMENT TRAP #1 & #2 AND INSTALL INLET PROTECTION SEDIMENT TRAPS. 4. INSTALL DIVERSION DIKES & INLET PROTECTION AND REMAINING PHASE 1 ESC MEAUURES. 5. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 6. ROUGH GRADE PROJECT AREA. 7. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. ONCE THE SITE UP HILL FROM THE INLET PROJECTION SEDIMENT TRAPS HAVE BEEN STABILIZE AND APPROVED BY ESC INSPECTOR REMOVE, REMOVE THE SEDIMENT BASIN. SILT FENCE BELOW INLET PROTECTION SEDIMENT TRAPS MUST REMAIN IN PLACE UNTILL ALL AREAS DRAINING TO THEM ARE STABILIZED AND APPROVED BY THE ESC INSPECTOR. 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS, PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS 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. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY 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. MS-4. SEDIMENT 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. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. 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. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 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. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 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. 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. 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. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED, 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 MAY 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 OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 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 SURFACE 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. 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 SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 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 STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. TOE REQUIREMENTS FOR BANK STABILIZATION FILTER CLOTH UNDERLINER (PREFERRED) KEY IN T FILTER CLOTH 6"-9" T MIN. FILTER CLOTH GRANULAR FILTER T T M N. ikt COARSE AGGREGATE MIN. ^X� THICKNESS = 6" RR 3.19-1 RIPRAP t4o scale GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 72C3 - RABUN CLAY, 7 TO 15 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 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. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 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 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:OOAM TO 9:OOPM. 15, DORROWj FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/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 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 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 SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL 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 WTTHIN 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) . Y .� CRXIG Vl 1. K(Y..VAR, KI Lice No. 0402048507 7/ 1 G/ 15 y I.. m E ® O v N � N � Q O > E w .> :sue �Lu � a U. s6 0 LL L h Lu 0 m OR Lu N N N N N O�N�ntD� � O ti 0 0 0 O DATE Z) 711612019 DRAWN BY J. SHOWALTER 0 DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1" = 20' COMPACTED SOIL CWD TO HAVE VDOT TABLE 3.31-B STANDARD EC-2� ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS �� ® ° MATTING ON UPHILL�T �t "QUICK REFERENCE FOR ALL REGIONS", �]❑ 18" MIN. SIDE ` ❑�� ®IF FLOW i PLANTING DATES SPECIES RATE (LBS./ACRE) � Al� sroi�E _- SEPT. 1 -FEB. 15 50/50 MIX OF �o 00 CONSTRUCTION _ of I I o — o of I I I C� s ANNUAL RYEGRASS `- /__ i `} !r<,1r a AiarlaL r rarl 1i�, i`Y. O�U10�r35t}7 ' _ ,f 1" PAVEME Ir 7/ 1 G/ 1 9 1 �. (LOLIUMMULTI-FLORUM) a.5'MIN.� j & 50-100 DD CWD GD ,��;� CEREAL WINTER RYE ` r5" MIN, 21A Ar CRE(AI_ BASS (SECALE CEREALE) TEMPORARY DIVERSION DIKE PROFILE FEB. 16 -APR. 30 ANNUAL RYEGRASS 60-100 PERSPECTIVE VIEW No Scale (LOLIUM MULTI-FLORUM) :!(1°I{rs1.-- --- �r, E FO',N " 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE f1tl�ftRf)c; rlp�t . ASPHA T PA•/E" oU MAY 1 -AUG. 31 GERMAN MILLET 50 h -I ALONG THE LINE OF STAKES. AC`' " `� o 'Y)ASNRALit N (SETARIA ITALICA) _ 6, > o o ir,)+UC.J E tom=--'`x _ "-'-�� l •-i)c flv�'CS' gt- N E Iq � zi �l�vr>�Fs�r-� � A L�"i'il i CJ (j L% 2' ivrM." � � FABRIC (AFrP.Cki -T4-P).5TS,VVf1TFt t� io�i'J fi r fS�' h Ga OJ TEMP®BABY SEEDING PLANT MATERIALS INETALTIE.�— �` IIII�l�LLL 1 „ . )�� FLOW ' i +_ ? )$I I fV1. GRAI IIAGE No Scale o 4" *ptU - EXI END FULL WIDTH L 6�i firs WIRE"' II III o 1'0 -SEC)l IENJ Q J U W Z FABRIC OF INGRES., AND SORES S � ®- � — t1 Q 'RAPPING [" Noce u� TABLE 3.32-D LINE POST 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE OPt: RATIt),N o N SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA CONVENTIONAL 10 GROUND LINE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. rl a PLAN � Uj I,- (U) � 6' METAL (T) OR "� MAX, ® X TOTAL LBS. PER ACRE s' MIN. MAX. POSTS BRACING CONCRETE FOOTING # MINIMUM CARE LAWN SAF PERSPECTIVE VIEW PERSPECTIVE VIEW 3.10 i -- - ---"- - - -- 9 ----- a� Lu ( / / I uI + I U II !t DRAINAGE COMMERCIAL OR RESIDENTIAL 175-200 LBS. - i FO SE -iMEVT d ►® r PLASTIC FENCE METAL FENCE Jill IIII �, � ry z z Control seed mixture KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100 % .�;. �f _ __ H o / j /� _ }� 1RAYfINt !1_Vli;l: U > �p LV Professional Erosion Con You ' a )� - IMPROVED PERENNIAL RYEGRASS 0-5% SAFETY FENCE r FLOW �-, �; Iy *p,t rw �f r� - 3. ' .ter SLOYGi<I:tS'TER is a seed mixture specifically designed for erosion control where rapid establishment is a °N_'1•�000 f necessity with little follow tip maintenance. SLOPE&[ASTER Icutures the dmablewhito clover Durana which KENTUCKY BLUEGRASS 0-5 /° NO Scale t= f o' is a mediu n-leafed, intermediate type white clover containing as many as 97 melons per sq. toot which will FILTER Cl 0711 ---/ X M W � � U secure most erodable soils. ll¢rana is a superior white clover that is persistent and will fixate up to 150 lbs of SHEET F LOW I N STALLATI ON 3ECTION A --A Z atmospheric nitrogen per acre per year. The Nitrogen fixation by Durana will provide enriclunent to a stand of GENERAL SLOPE (3:1 OR LESS) (PERSPECTIVE VIEM low mair%nance cool & warm season mrfgrass. Durana is durable and you can count on it to compliment a GRAVEL CURB INLET SEDIMENT FILTER � w W W � - ice- I 3' CD LU stand °f tall fescue or bermuda with tespedeza to maintain a long stand life. sLOPENIASTER is aLsn treated KENTUCKY 31 FESCUE 128 LBS. � 1-- with r/- FLOW MAX. A Ildn-mitull water tap of'1 inch nllts't be i Istalled with lliulittlulll 1 islch ballcocic O with Penuingtmt's exclusive Germ;tilax technology for enhanced es'tablishunen`" RED TOP GRASS 2 LBS. /- O O O O A A shutoff trai:�e llppl} ul� a wash hose with a diameter of 1. S inches, for adequate U U U U U charae4restfa,: SEASONAL NURSE CROP * 20 LBS- A� r �•' B �� constant presslue- _Wash water mask be carried away from the entrance to an W W W W W Extremely durable erosion control mixture 150 LBS- .jo / api)rCJVetl ettltIl; aI'ea t4 1'ellltlVe Setlllll�llt. tt SBdllll211t [ha� b2 j)1'2C'e11t tI fl't)!11 CL CL �L C' Aggressive gr°`"m`°provide °°"'p1e`e b`°°°d `over LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) ,�- _ • Contains perennial sued that establish quickly ;utd last for years - _ t II Ali I Ill { entellr stones drawls. ditche or watercoluses. � Durana White Clover establishes stol°nitbrus growth to hold soils in place * SEE SLOPE STABILIZATION SEED MIX ��ff ® w • Durana White Clover fixates atmospheric Nitrogen for reduced fertilizer requirements — PACED WARM RANI{ (D > ; �) �, www�w fv/,ererop(a,rt \\ POINTS A SHOULD BE HIGHER THAN POINT B. PnmalyAdapta,5oin. / lit SF DRAINAGEWAY INSTALLATION 3.05-2 CE 3.02 ® � � O1 �' �' �'sen,es (FRONT ELEVATION) LU o 0 0 0 e.,taarrsh.,ent: * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES EE1 LU NNNNN SILT FENCE (W/O WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE ~ \ \ \ ~ \ SLOPEMAS'I'ER evr be pleaded b drilling, broadcasting, or hydraulic seeding. Plmrthr can be made AS STATED BELOW: M � � � � throughout the year when nixed with companion grasses that sire suitable with planting dates; i_e. tall GRAVEL FILTER U \ \ \ \ \ fescue in the fall orbennudagmss in the spring. pleading depthsbould be on core than``/. inch(6.35 in) FEBRUARY 16TH THROUGH APRIL........................ "......... ANNUAL RYE RUNOFF WATER WIRE MESH No Scale No Scale ¢ rn N Q) Z for many stand failures result from p1muing to deep. Liming tO a plf of 6.o and providing adequate cz potassium and phosphorus are necessary to ensure a productive stand. soil testing is highly recnrmnended. MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET FILTERED WATER IRE FENCING TO ...................... ANNUAL RYE '°' ::': ` :` T LOPE ALONG THE LINE OF THE POSTS ® DATE AUGUST 16TH THROUGH OCTOBER........ 1 SET POSTS AND EXCAVATE A 4"X4" 2 STAPLE W Southern Fall/Spring BlLrture; Northern hTrrrnre: `' ` TRENCH UPS SILT FENCE CULVERT INLET PROTECTION NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE 50% Turf'rype'rall Fescue 75% Turf Type Tall Fescue """=`'•"' ` '.ae'" POSTS. t q 6' ! t 7/16/2019 40% Unbolted Serecia Lespedeza i t % Armtutl Ryegrass -_ , - l 10%Dmane,WIiteClover 9%Unhulled8creciaLespedeza ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF _ _ _ "X I I ENDWALL 54L Durana white Clovero." DRAWN BY FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL r J(T (�� Seeding Rates: 50-200Ibs 1 acre (22.7-90.80 kys / hectare) — ?' 4' ' \I — ( o TOE OF I OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU a - l _ __ I P.a.BOX290'MADISON,GA3065o nos>0az-tz3a soo-277-tafz OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED SEDIMENT I�� : at _" `mot` h1 III= �' `" I ' I FI _CULVERT' _ J. SHOWALTER MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE CONCRETE -LL GUTTER o / /�i-IIII IIIIIII I I ® I - DESIGNED BY ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER 12„ CURB INLET FLOW ,o/III-�lJ- SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. -11-III=IiI= -11=III-111- t'' J. SHOWALTER GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. 4'_..... -._._._.___.__,_.-___._._..._.----------- ..... _._____..._._._._._._._.____._.___.________.__ CHECKED BY SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. 1 I CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO C. KOTARSKI PS 3.32 PS 3.32 IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 3.07- 6 THE TRENCH. �`y TOE OF UNPROTECTED AREAS. SILT --�-� FILL SCALE SLOPE STABILIZATION SEED MIX �tANENT SEEDING MIX FOR PIEDMONT AREA STORMWATER INLET PROTECTION I k o o FENCE • *DISTANCE IS 1„ = Zo' 6 MINIMUM IF ** No Scale No Scale -�� - FLOW OPTIONAL STONE COMBINATION FLOW IS 2 X 4" WOOD DROP INLET WITH oo/�-IIIIII FLOW �/ IIIIT� TOWARD EXCAVATED DROP INLET SEDIMENT TRAP FRAME SILT FENCE DROP INLET PROTECTION GRATE / _ - `o -III-III_ r-III-III= EMBANKMENT III=III-'' `� I-III=III-'' SEDIMENT -LADEN RUNOFF AS 1 5, __U FRAME EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. REQUIRED DEPTH BELOW TOP MAX. - �_ l / FLOW 2.5' OF FLOW �� i MAXN SET MIN. 11- _ �I C FILTER FABRIC T oL�}lv, FLOW J ) f i r Ti Ex � oc 1=1I I-1I _-1I' CLASS I MIN. _ WIRE VDOT #3, #357, #5, #56 OR #57 COARSE �� j / �' "L..:�.y �'"�' GATHER O I =I o) I _ I1=1I-I o = AGGREGATE TO REPLACE SILT FENCE IN " a� EXCESS 1-) of I I o to I I- RIPRAP _ _ _ --,;, ,;, 3.05-1 HORSESHOE "WHEN HIGH VELOCITY OF FLOW •� ��,� o i f_ AT SLOPE 2:1 I J U_A MAX.r\J " CORNERS IS EXPECTED SILT FENCE (WITH WIRE SUPPORT) 10 PERSPECTIVE VIEWS o No Scale FLOW \ LARGER STORM WATER WITH WEEP PARTICLES STAKE � CIP 3.08-1 LARGER PARTICLES HOLES SETTLE OUT FLOW REMOVED FOR G FABRIC- - 11I C' �i'�' i D_�i (/ 0 o W _ 1' ROCK CULVERT INLET PRC)TECTION 2- DRAIN �I IIIII MIN. No Scale Uj U j INLET71, -- "I I 2 ACRES OR LESS OF DRAINAGE AREA: TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATION ` PIC ( O o _ ' AS`� SHALLOW BLANKET) _ _ _ SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS DETAIL SLOPE APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN n s' K ON SHALLOW SLOPES, STRIPS NETTING o OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. ELEVATION OF STAKE AND FABRIC ORIENTATION FILTER CLOTH PROTECTIVE COVERINGS MAY BE APPLIED v CU SPECIFIC APPLICATION (OPTIONAL) F u_ ACROSS THE SLOPE. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET (DowNSTREAIi VIEW) j CU DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE WHERE THERE IS A BERM AT THECU o THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE vDOT I TOP OF THE SLOPE, BRING THE BERM LLi Q IP TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING 3.07-1 COARSE AGGREGATE MATERIAL OVER THE BERM AND � CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. _ " `o STEEP ANCHOR IT BEHIND THE BERM. - 2 o Excavated Drop Inlet Sediment Trap 1 Excavated Drop Inlet Sediment Trap #2 FLOW �1 3' SLOPE cn L - ' P........ .._. STORM DRAIN INLET PROTECTION ,� ON STEEP SLOP PLY PROTECTIVE _ - No Scale ES, AP DIRECTION Co drainage area (acres) each 0 8 drainage area ages each 0-6 � - COVERING PARALLEL TO THE DIREC ® ° N trap volumes-, trap volumes � - - - OF FLOW AND ANCHOR SECURELY. o elevation tt , areas volume ey) elevation ft area; (sf) volume .c _ _ _ _ _ _ hf =L T �t _ .,. (_.._ ; (. } (`) _. 2-10 ACRES OF DRAINAGE AREA: TO 392 958 393 854 �� BRING MATERIAL DOWN Z „ ...... - _-, ��, _ _ _ A LEVEL AREA BEFORE U o 394 2022 1' 0 4 395 1392 83-2 � — — TERMINATING THE 0 4 o of o of o _-_._.. ___-"" ....... __ INSTALLATION. TURN THE 12rt o STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION s 107-2- 9e DITCH FLOW END UNDER 4" AND STAPLE _ story e stars 0 storage required (cy) (134*DA} _.___._... _..___._... __ storage required (cy) (134�DA) 80.4 FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, 3' AT 12" INTERVALS. t° o FILTER CLOTH ` a v; bottom of excavation 392.:0 bottom of excavation 393 0 GALVANIZED STEEL, IRON OR THICK PVC PLASTIC}, AT LEAST L ..• , .- ... (OPTIONAL) 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO o storage provided at this elevation (cy}0 7_.,.,.___ storage provided at this elevation (cy) 83 2 IN DITCHES, APPLY PROTECTIVE COVERING y w " "" CD GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL (DOWNSTREAM VIEW) - L PARALLEL TO THE DIRECTION OF FLOW. o slope of storage sides 2� 1 ..__ - slope of storage sides . _ 2-1 __._ - CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE „-„ USE CHECK SLOTS AS REQUIRED. AVOID o VDOT boiorn of trap', elution (ft) 394 bottom of trap elevation (ft) : 39 FENCE AS A TREE PROTECTION FENCE. COARSE? AGGRPGaTE ]DINING MATERIAL IN THE CENTER OF THE R F - o bottom trap dti lens'€cans x80' bottom try dimensions 16`X44' a NO SCALE (H) BM DITCH IF AT ALL POSSIBLE. �- FLOW z p ..- .,„ .......... 3.36-1 o w top of ad}ace,nt grade elevation ._... -. �399 . __.-._._. top of di�rsori dike elevation 3 7-5 S. • 1 3' �� top trap dimensions 2 `X130' top trap dimensions 35tx55` TREE PROTECTION °' -s No Scale �- SC)IL STABILIZATION BLANKET (TREATMENT-1) W CLASS I RIPRAY NO Scales tn ro o c® 3,20 STORM DRAIN INLET PROTECTION i CHECK r No Scale RMK `,' H K DAM � o No -0 E U to 2 U n 7 C to U s JOB NO. t° o 40202 B C�ln C v SHEET NO. a o C3. 1 to F "E EROSION CONTROL LEGEND 0 74_77 LIMITS OF CLEARING AND GRADING IDRAINAGE DIVIDE OF WA 7 ER ISOIL AREA DIVIDE 20119 Lip,. No. 0402048507 SAF SAFETY FENCE 3.01 7/1 G1 1 5 II............... CONSTRUCTION ENTRANCE 3.02 SILT FENCE 3.05 IE C) 0 SUPER SILT FENCE 3.05 00e ui 0 *00e E INLET PROTECTION 3.07 ROD )IJAID E Lu > Lu CULVERT INLET PROTECTION 3.08 D t�j c, 0 0 ........... Lu 0 -- ------ 11 Lu 3.09 DIVERSION DIKE < J U OR Ln 0 pp, C:) C7) w a. CD _/Z ul ;0000 . . .... . (D Lu 8'HV OUTLET PROTECTION 3.18 P IV(3 ROOF DRA It I A, C L PWT�' u �3: 0 cn x Lu OA COL E 71ON PIrl I_1&2E m s CHECK DAM 3.20 AINLI S TOR Y BRICK� ----------- > -- ----- Ln < - 0 'O a Ln TEMPORARY SEEDING 3.31 C) m fm :::��394— Lu 00 _j PERMANENT SEEDING 3.32 C fN D C) Lu IP u u MULCHING 3.35 uj I-IRFA M COL DC fA D 0 I'D MA IV (�yp) TS uQ1 LQJJ Qw TP- TREE PRESERVATION FENCE 3.38 ell (j) V) j'?VV IN Lu Lu U.1 U-1 V, OU 12 C111P cl� Ql� cl� Q� ct� DUST CONTROL 3.39 0 DC ca co 0) 0) 0) ZD INSjA N rr, > AREAS STEEPER THAN 3:1 TO BE ui LL'SILT,Ft CE F�T Lu PLANTED PER LANDSCAPE PLAN _T HE 11�tSTALLAION 0,F-S < SEWER, S, GE < lA,S r H , B, 11,69 PG, 427 DATE IID D > 711612019 0 DC DRAWN BY TS III00� I/A L ss 1. SHOWALTER ..... .. .... DESIGNED BY 60 AL J. SHOWALTER CHECKED BY SSF I/ T IP C. KOTARSKI LIMITS OF IAL DISTURBANCE SC E f2.60 ACRES z ui 1" 20' ui DC 32 �:;,r 44 B� 14, Y3 D D TS II. ..... . . I.......... ... Ilei I- ---- ----- ------ ............... IDC AIP I TS 0 "111,11,1k,"""'N ...... ... -AVATED DROP I�LET EXC to �31EDIMLNT TRAP #2 IT DRAINAGE AREA O.qO AC -A > DC ITS cu BpILD PIPE SYSfEM 4-- ITO TF119 POINT AND RD YBOA E I P 0 LO SSF INSTALL fEMPOR�RY Ff- DI-1 INLEf TOP 3 5.00 CF) uj co (y) IIX IV I VIAT! "N OF A' OF iAS, '316 m < I0 f2t cu D.B, GP- SE I> S TO P 4 I' D PAAN1 Lu r A> 0 a I N U) A 7C C, DID Lu LU 2 Lu A. -0 a. 69 PG� 427 < 0 T 0 v I C14 Z '=20' SCALE�1' < ILp Z LLJ a) 0 u ANGLE br< f CE 0 :�i TS 0 IN 3 0 20' 40' CIL E LO 70 30— I0 DC L . ........... ...... ... .... ... Z L) 0 . ..... ..... �q .. ........ . r 117% Z x P 0 CD DC Lu cn CID DC =32 7' < ......... ........ D z co U) ICD D� C� Li I> 7, TS I......... --------- - Ix 0 2 ft*ftft 7' ` . ..... . . . .... . 7'1 Icu ISE . . ........ .. . ..... F . ... .. SS /T Y /1, 30"A L ...... SF am HA RL. T 7 0 E D, 3� 4462 PG, 575 2 00000 along" Immumm JOB NO. 77 5 ! " o 36 7 wommom -mmm wwwwo 0 fAIION COURTHOLDING5, LL 14" �Ihr'E G, ggg o-, om A 6' G'� MI INL 70' ,n 0 SHEET N ID� 321 1 PG� 589 7 )V,:, poh, 11 f 06 7' S -0) A -r(l) F R 0/4 D C3.2 �______ 11 \ � I'll _� Q EROSION CONTROL LEGEND * I 1 ) 11 __ 'C -_ Q _", _ II -1 ,�,�,95 ) 0 _ -11, -_ - ,,,, __ - ", / , I'll, - __ "", _ _ 11 . 1-1--, _� 0 "� 0 - - -1 � \ 0 - - I , 0 �I 11 . �_ 1 a", / 1__� () - -, - flf�, � �� LIMITS OF CLEARING AND GRADING - --",-, - ---- "5a, _ � \ I-,- Q 11 _. _jll 3, , -_ - "" �. al., I ". . _ - , , � �, � � . - __ �,, I , DRAINAGE DIVIDE - I ''I I \ ----,-I--,- -, 3111 I " �, \ ',,--- . 1 00- 1��,; f? - -- - dffl,` " 9,'� - ...... 11 I - - -1 - 111 ` '. I -:r - 0/ - . rtER - , "I I'll , � 11-1 , I- - "". " l 1�11 � . 1,� -, f QGE Of A \ 1 _ (2( zr Ift! ; : - � , P_iA 9r_�, f b-i I 1111, SOIL AREA DIVIDE �?, , I " - I , ig, I . p,,r�y,jj 19, -1 , , ill . I 1, 20 -1 ri \ i - - -4, 0 - - 'M - �� & imm , , , , , , , 11, - . ", I I � , " I I SAF- SAFETY FENCE 3.01 � , 1-1 � I - - 1041,11 - I , _� - I 1 VO4, ` , _ I �' , -.1 - - ,,,-,, �, , I 1. 1,11 11 ",;�I,mll i , - - 1, % I_F_,� ,-59" 1 ',� - "'O"e'' NO , . �,�_ _��,_fl'��11 v, H ,_�, _ - - 0'r E� - __ ,,, al I I . - --o,40, I __ ___ IV .1 " - - ,�*12 il 11 I "I I - , ".1 - - , - � Q 11 , F,w " . It -_ 11� _�,w "! ...... �,,�,�"g,g�" M �1_ CONSTRUCTION ENTRANCE 3.02 - _r_-1.114�,9,r111AWAg � 0 1. ,� , ,jgl 40 g- IM, ,,�,4' I , - "I'll, I , ????, ,,,,, a \ ,,',, '10g, - - I 112,,�, 1�` � I 10=1 I �'01 11 gi q� " - I'm I , , ',I I i s . Nil 11 ��, , , " , 1111 P_ Ifj � , , � I I , 11,11%�Ilp �111 , 1111 - 1� " I ��,;,� I ffi,�Ip �Ili �,11 ',g�,,� , �""`�' f,g � , "I' 119 ,,, �) , C-1 e'l E) I INION I � v-, I � , � I - h_1 _ I'moi 11 "I -a - / ,� 12 , "I"", ir 9 1_,__-()0 I , ,,-,- 4, R _ -,", , 11 , Ir '� ", X -X- SILT FENCE 3.05 / � ,� 5, 'Rig" - e� f1l"111 1111, glit"101-F - 1r@Gffi 011a - ,,, _� , '? 0101, - NI", �,�,A, I I 10A I " " '9191W11K � , V,? "ma , , 1051r, �?,� " / '[1111111111111111- , 0 � � ... �, , E) ",_ I 1'�, IM""', I MU, ,� I �,11�ffill , , , _�,_ 1, Fill I'll "I I "I Orr IMAM140 llpmg 1. , I. I'm- , or � YAN � A i / I /_\ �'��,ffl�,p �fflw r 19 'p, , m , �,;-,�"Q�,'j 1�1� � NMI, 1� / "I I � - I � ".R511 111101, 111 I "..- M"'y" " Z-1111 I, , -, I , a . . . . . I I ��14N"N- . ,g , �V I , EEO. P, I ...... , ", � __ I - ,/ , Xz,�';,V , -, 'S " """' IF � �.� ___ 1 4111110 N 1.� .� P, -, _ ,ij � , >0< �_, SUPER SILT FENCE 3.05 / I \ " �"`7 m I 1- ____ ___ ,� pi I ) I I , '11, f 3i �� ------- - - N i IN e M,R_ - V1,11111 I It I 11 �'� "I, 11 ��, � '111 - / 11/421 - _ glp�� . V ,�, OWN111, p"11 a E� 11 1/1.1 , �";,v -- , - - I a ...... I , , , I— - � I � I I -1 I ,g� ,:i� - - 11 / - / ,� � 1@1111 � � � 11 21 � MS'Nr,�� , -1 I � J�,Z , � - � " N, , - ,� mm" / I I IN , - _ , I An 171-5,11, __ , ... I I / / I IV, ` _� 'g, I , I �,�? Al"'r-l-, � gmg, �,em P, 1� � : ""' '- m , - " , , 5 INLET PROTECTION 3.07 / / I _,,,,, " ,!Auq, , A 11 . � � - 11 ,�t�., I � -1 W, AZI11 !�, I --- .0 011 'I .", � z , OUI� L PW7, ? �,vgwg 41 -P, " (a / 1V I r?oc) f V/) �,�, 0 � , >i , 1, � I - - s - ,w - "; ) , " pz@r=g�yg ,40?", "pp ''r ,p - I I I , 0 - - -, A ,�,� � , _ ,A='A�Wl 1� *, 'y' ,� I �, EP-M-_ ,P . . .- , M 4w /V �1, : - , I _ _! �.-S"17".. -_ " - I .i'6 ,., � . � � ? . . ,,�, � "% I /_,_&�� 5, -_ _�.. 4 P,K I .1� I �,, / , 10 ,I , , I - __ ,� - , � 11 11 � � � . �, I ./ llt� pp� V I M I I ,� __ l-, "I 11/1 , , 01, _ " X-1 - 11 , - "2", , � I - <_ _ ` , , 111 .- _ -, -_ " � "F �j "I U, 111 I.` I CULVERT INLET PROTECTION 3.08 ��1,5,' I*, �, P, MIR Q�, �'gg�,,,�,-:,x 11 �� - - - _: _�_V 'Y""i� �` ZONE 'Af,_3�'�' ' __ - All � �k, I , , CC I P) D ,, - - I I SF N`m If- M54 vg;g�1,54zp 100W, \ / ,--,- r I I 81111-1 I 11,11 il TEMm- ... 1, , I " N v 95 14 N , Ni 0 I I 1110 I - I I IN I I I I - I " " i t � I M , , 11� I � I I HE , , , 4 - I 11 /�, le " *= ", ki r i _f - pp ,� , w , " I 1 , � I - 11 , / v I- _ I'll" _ 1_1 I � 11 11__/ � I - -1 - - - � i ) I � fi, - - \ I � 0 - ___ F D--- ----,r %11 -------- ___ I �'l . i r � 'I 1 r_LA�11._,.,_,1, �"Ulv ---,,�., r ,,, 0 I ........................... 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I— - - f4, 14 � lz:�,;� -;k -, , I, 0, I ��m/ . __ ,� ,��"§,,' L�1_411--l-L, i __�f I 1; r ,14 wlmmaaa � 1. - �:7� �a I 011 1290110=10401" � ", I I Irt , , ,I- ,�r I f - I 111 I---, - 1-11111111 T$l I (�) ,= � - 1- 11 '5,0 I EZ 1 ,� I I;, (11' � "L- 8 " H IVA C L P"IES \ , m, I / 111. i li I , � �, L_ ' '� ROr I , I I 1. 1111� / " 1 /1 I � 6 " P 0, .)F- DRAIP-i 9s, I I A I I I I 0 - S9 7 -j-, - � , , . � 7 !, , - - --I ", I& gmg , 96 - � iN nc) c3pioul'o ", gp,515111 ..... ikl CHECK DAM 3.20 11104031'p, A f,.c-:_---�- - I _41 I j - �, � / , _-, / 1 jt� I I Adibb, __--I- _a� 1�_ - , I 1 �_/W__' 1 COLLECTION PIPE � � "I 4f I , s I '-r/ � - I 11 I ;-- � - 88, ---/.-. -.:,e,M S1JP!-:`0RT ::-_, / /g,p . --- I _7-� L i , / 1_3 ri, . 1 S TOR?Y BRICK k '0�� I-liep- / , � ,�,�4-pp �:-�-.... -_ _ - P.q i �__, I F- OR A IrR HA A11)L El--?S ' I rrrrr "'gamy mc-q - - '�'IIEI ,�\l BUILDING Ii 'ra"r, ___� TEMPORARY SEEDING 3.31 - r 11 R I., I ---. , " - 1-1. 1. - - - ��A_ - - _ � , I 01-F r_,.V ,,Vr � "', mm 11p , , I - �_ , / ` womm5; I i� , ,,� , , le - 09-- I . I 8 , rv. _ � 1 wil gm ,, 11 I I 1j p -, rg / -� -- - ? V, ii I r / . - Iq ,q I � E --- .. I i I 9r, I .... I I � W, 11 I / --Ie-: _011 I __��, \ r \ I . � _� mv, �= � I a � / ,_�_ , --i �, S;" 11 r - I �__ �, o", - I I / , - ; �1, / pi I N 5 1 � L1161-1 I 1w p � i 4 , PERMANENT SEEDING 3.32 , V,"' ,,, %, I I �� "I I 1",� ,;�112 - ' I , � .1 11 � I _ g,�V"� I r - - - - ___ ggg"gg, m ,N,1� r -11, , !�p ,\ , 't If 1, -f , , I a , / 8 , , __ _ ,_ _- ', ,,gr __-___._1_..._. ------ 111--.11 1--l--,.,",��"fl,�"-.r.�,�-�-�-�--�-....I ---- I—— .................. � �'; 1 P, il" -, 1-110111 , 11 I - w.v" - , I , "r,ff - ,k+ - . I `/ f .�, - �\ " ' r 'yj 'I- - wpgmgy� m .. ", _ffl�� - -1 . ___ " -, �j �,org C0,1111C, PAD � �'p �, \r, ; g , '1-0, __ / I . /� . , ,� " � 1-1 ��>, 11 'r ____ I k65 , - , 1 , .'__ _,_� I , I - -? , �";7-- - - - �, , A-0 . ----- 'r I I I I - I " ,� I! 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BACKFLOW LLI Lu N CN r*4 N (N RETAINING WALL:W/ C/G-2 IPURBI PREVENTION PROVIDED INSIDE F- ............................... RETAINING PEDESTRIAN SHEET C5.1 C) HR-1 BOLLARD + CURB TO BE DETAIL ON METER 810612019 `GR, -1 04 KNOX BOX (TYP.) 01 0 > c FIRE LANE LOCATED IN 2' MARKED AS DRAWN BY 10.34" DEEP A LCOVE J. SHOWALTER ---------- GR- 15PUBLIC GAS DESIGNED BY CANOPY R5' R5' GR-1 to 45' BEND R28.5' ....... . . J. SHOWALTER vv 20'ACSA WATER REPLACE CG-2 24, TIE TO EX, CHECKED BY R51 R4 9' (TYP S TIE TO EXI TING" G:2 MECHANICAL UNIT b- \WATERLIKE r 4 PAD PER MEP R5' GR CG-�/ C. KOTARSKI PLANS(TYP.) --V�TH 8"X8" 9f TION SCALE 24' 04 TAPPING SLEEVE R4.5' FIRST FLOOR 409.00 201 R1 5' 8'WIPE DOWN TO \\\AND VALVE 1" 20' 6'WIPE DOWN TO FLUSH CURB w 20'ACSA WATER 210.3 z w R& FLUSH CURB w INE R1 5' FLUSH CURB WITH 15' PUBIJR-- GAS R5' rT U) FLUSH CURB ASE�ENT co U) E CG-2 WARNING STRIP < 81 F- Y RT RF ROLL UP RESERVED FOR FUTURE (ADA G (TYP. DOOR 5 DEDICATION FOR PUBLIC Typ.) 10' WIDE AREA HEREB USE (FOR GRADING WALK 17-�o 5'SIDE BUMPER BLOCKS 24 CANOPY 15'PUBLIC GAS (TYP.) C�G:-6: - T17 G) 60.33'— BEND 215 WIDE AREA HEREBY C, 22.5'+450 CD E cENCE DEDICATION FOR PUBLIC USE. CG-2[--:, 22.5'�-BEND CG-12- 11.5'TRANSITION 91 18; RESERVED FOR FUTUR 4 8'BOARD OUTER L111.111TSOF \FROM 3" CURB TO 9'TRANSITION TO . ...... CD TA TE DAM BREAK R4.5' I FLUSH CURB + LUSH CURB c ATIO AREA. CONCRETE SHALL BE WALL INUNDA TION ZONE 24' RETAINING OCAITION RF T DYED PER SOLOMON COLORS APPROX. L OF MECHANICAL UNIT [0, "END S TA TE h/1A//VT:'/VNCE" SIS. R5' "TERRA COTTA", #413, SRI 48, AS :'- ;56 -- RODIF END OF 2" MILL AND —0HP �... I PAD PER MEP 21 PROVIDED BY ALLIED CONCRETE. DHFOV�RLAY —OREA-S-TING—ROAD TEMPORAR\Y PLANS (TYP.) ui 18'(TYP THE CONCRETE SHALL BE STAMPED SEE PAVEMENT TRENCHIN( R+' CONSTRUCTION �-AIR FOR UTILITjY I R 1PER "TEXTURED M z- ATT" AS RE R34' c 9'( P.) 9.33'SIDEWALK NSTALA I 1UN z- R5' CONCRET 2" MILL AND OVERLAY ENTIRE--,, PROVIDED BY AL LIED TYP.IROAD DIRECTIONAL :R5' EXISTING 30'WIDE � i , - , -- CG-6 WIDTH OF ROAD CG-2 FDC C c ARROWS TO 131� USED AS < PRESCRIPTIVE C (1k N POSSIBLE SIGN G- ACCESS 2 R34' LOCATION TO BE EASEMENT ROAD ARROWS APE NOT GAS LINE TO BE EXTENDED Vl�,UXL AIDS ON'PLANS. 01 TO BE S C 2-: + Rj1 FOR FIRE PERMITTED c DISTANCE zu, fxySA WATER AROUND 1 O'BUILDING SETBACK SIZE TO BE DETERMINED BY LL! 12'LANDSCAPE 0 - Ill 8"x6"'I REDUCER WITH MEP ENGINEER AND RETAINING WAI-I MAINTENANCE 8"X6" TEE CAPACITY TO BE CONFIRMED H T SEPARATELY 30 < PER CHARLOTTESVILLE GAS SIG TRUCKTU STANDARDS AND SPECS. APPROX, GR-1 6'LANDSCAPE F OCA TION > MAINTENANCE EASEMENT — — — FHAP 0 WITH CHARLOTTESVILLE GAS. 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EXISTING GRAVEL'ENTRANGES TEMPORARY LLA w PIL RUNS A L 0) jG 2 _7 TIE INTO CONSTRUCTION TEMPORARY > w > w w Tp BE RE -GRADED- O't TEMPORARY GRAVEL CIL OF RO ID > IMPROVED ROADWAY CONSTRUCTION NT JOB NO. u- LL LIGHT DUTY ASPHALT 0 0 SCA "'=20- R )D,,F C) 4 0 LO 40202 (6 0) 0— 04 '4 r— + M + Z 04 + N w 0 20' 40 —SE HEET No. U) AVON CT ROAD SECTION RE C4. 0 2" NOTES: 1 EXCAVATED SOILS SHALL BE REMOVED FROM THE FLOODPLAIN LIMITS DAILYAND BEFORE FORECASTED STORM EVENTS. 2- NO MATERIALS SHALL BE STORED WITHIN THE FLOODPLAIN LIMITS, EXCEPT RIPRAP/STONE TO BE USED FOR CHANNEL IMPROVEMENTS. 3. ALL WATERLINES TO HAVE RESTRAINT JOINTS PER ACSA DETAILS, STANDARDS AND SPECIFICATION � �1 — . v ,;Tk C eq� CIPAUC, W J. -11fY 1 R S K I Lic. Nu. 0402048507 )UND CEP DR/ S D n D 5 D D 0 3 W D cq U) z D 0 2i c: 0 (D x 0 D .2 2 c 0 ? 2 2 0 P -0 A:! E I L/ L/ - I L-1-1 I k FLOOD PLAIN -Z� .= Z=.;;�--lL-- . �- �-- 2�� -�� CONC. 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EXCAVATED SOILS SHALL BE REMOVED FROM THE FLOODPLAIN . _. __ '_ .11 1, ,,-,',0cREEK IS APPROX. 19,000 loppigogN, "I.- � ,,, I , __1 LIMITS DAILYAND BEFORE FORECASTED STORM EVENTS. ;� '- 01" l I g. , ,-I � 4, MIN j-'�gAggirp&�0,101, ..... 1 ACRES PER DRAINAGE .,,, �_, 1:1 1�� I let N 1'��_ __ F , - _"" NO i ,��'; _ I , I t, �,,, �_ " - IN ,y R """r , " " I Q , , , I I I , _ , I - - 111 111 L,',g� 11 I'll I NZ-11*1 - " - , , 11 a 2. NO MATERIALS SHALL BE STORED WITHIN THE FLOODPLAIN LIMITS, �R - �, AREA MAP IN CALC BOOK q I , I 11 gll,.'M ,�,�_ - Irl,�,��,'��'t�-11"64i,$",��,4zr��E "1011, I \ "EM" 'j - -- I 1__11v'1 I � ", �p, , ,,, 11 i ,Nm,,,,&',��, 111- '_�7��;,Tmm , , 11 EXCEPT RIPRAP/STONE TO BE USED FOR CHANNEL IMPROVEMENTS. 'I,',,,,, I "Fy+ .... 11 I M � "I I I ,,, 01 I ,p "'Wo I , I I I - I , 11 , 1, I ", Ij I � ..... .... 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QDEVELOPED :!� 0 - 8 0 *(QP RE-DEVELO P ED*RVPRE-D EVE LOPED)l RVDEVELO PE D 0.39 CFS:� 0.80*(0.50 CFS*0.024 AC\FT)/(0.017) AC\FT = 0.56 CFS 0.39 CFS:5 0.56 CFS FLOOD PROTECTION: POST -DEVELOPED Qjo:� PRE -DEVELOPED Q10 OK 1.35 CFS (POST -DEVELOPED Q10):5 2.33 CFS (PRE -DEVELOPED Q10) / z I / - "_ , " �jy - , el V�� - �Z'i ,��', ,i;I " 0. , - " " -I ,� , � - " "') I , __ I 1� o 1 61I 1 11,� f f10 110 . ! � � j; �', ", � , " 0 "Fil ,�"" FWATER QUANTITY CALCULATIONS LOA#2 (SEE CALC. BOOK FOR ROUTING): CHANNEL PROTECTION (ENERGY BALANCE): ' THE ENERGY BALANCE EQUATION HAS BEEN SATISFIED FOR THE DISTURBED AREA TO THE WEST. QDEVELOPED �� 0,80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED 0.30 CFS:� 0.80*(0.75 CFS*0.043 AC\FT)/(0.013) AC\FT = 1.98 CFS 0.30 CFS:� 0.75 CFS FLOOD PROTECTION: POST -DEVELOPED Qjo!� PRE -DEVELOPED Qjc OK 0.82 CFS (POST -DEVELOPED Qjo):!� 2.74 CFS (PRE -DEVELOPED Q10) 1,11,-:, � 'p, """ e'-,l ," 4�IIP� . __11 I", 11 ,Ioc - -111. .- _`�_ 1, D�;,, Il- WA I I \ \ 11, lill�' I— 1: __1 , oi,,-I�A� . � af'____ , _ "N'Mrg - '__ -1 ....... _,_ I-AIM4 If"'III", \ _ . 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I I - ii - � - I ..... � - , �� 1) , � / � % , I '71i__ -- ---- _,) I - _ -, :: . _�_Ii*�_:" - �_ - - II, ; __1 � .", - , , _ I 111. I ,; I / 1, " , -, ") . - ; , -- - * -"- , '-_I�,'�:� ',�� LIMITS OF ANALYSIS #1 I _,__� ,f - - < I / %,%t,t -, "I / I I ,_", ,� - -1, 1, = I 11 I, � ,1 �,��',,,,7,_'.'-��, ],,--�'��,+7t"7I, I I , ... . " _� 0 ROAD BED FLOWING __ - _ , 11, l � � t " ,,,4!, "-ft, , _` I �_ " , , -, 0 1 1 - , " l," �, ""," 11,�`�,,,-Z7:"!�-,/,, , 111�� - 1110444 ��,',,�, 9 NORTH TO MOORES \ \ N, ",r_'� " "" ,_" ,�'k " I "..,,, I�, vl�'V'� '. " ��, " � ,� � / " I -�I - I /, 2 , - I I 'i �:�,,��,,,,,, - 1. , ,,,,,, - ,, , , � II I L - .11 .- . .. ...... . I,,-, ", _1'1�2111_1,i3l, I - cy) CREEK: _11,11--l-.1., 1,1___" I 1-T 3 �i,41�.." 4 1 - I�,_,`�', 3: #2 � ". .11 - .�,; % I, , . , _� q LIMITS OF ANALYSIS' \1 1-- , - I", / ",I I �1, �� N L TOTAL AREA = 0.69 AC "I'll"", , \ � 1. I " DITCH FLOWING SOUTH I", \ ----,,, 1, 1 2: ___ / I�'_,'�,',r_ , � ., I%, I? � > CN = 64 11\ ,,.,�, \ ,,,�,�k. I I� 1, . � TO MOO-RES CREEK: "I "..", \, ___�n��,�, I Tc = 6.0 MIN. \ '.1 �6 1 11 �? TOTAL -AREA = 0.79 AC \ "�., " 11 D `.\ , \1 �? "I CN = 70 .11 I Q) ,�,� \ "I a) 11, 1, , = I , , �g �,',' Tc = 12.1 MIN. / /) 11"��,,� \111 3: �D I �1'1 I ,I ", 11 . " 1'\ ,\\ 1 .,'i. �, " - � I . 0 , ",I �, 9 " , / I - 4 �,,,q, �11,,I I ,\,� "I" c ,� , , �, 1, I I- Q) , . E " " �'. I %11 1, , ,, � 1, \ p I 1� ,� / I 11 � - " " "I I � I . - �', , I , I , . 011 , I/ 11 __ 1'�'_ __�_ - / , � "I % p , 11 , - - 11 "I _"` / / � % , I, �, " "I' - "I ,�,�,,�, [�RE'D EVE LO P/E D_ "' _�11 , , / / � , �'/ // I% ",,11.1, _,_____/ �II ""'', - -_ � , , " ., I , , , � �, , I, , \ � \ , \ 11 � � SCALE"'I"=50' � , \ 4 \ , " momoll , 0 , 150, \� 100, " \ ., WATER QUANTITY CALCULATIONS AREA FLOWING NORTH TO MOORES CREEK (SEE CALC. BOOK FOR ROUTING): IN THE PRE CONDITION RUNOFF FROM THIS ARE SHEET FLOWS NORTH DOWN THE STEEP SLOPES THROUGH THE FLOOD PLAIN INTO MOORES CREEK. IN THE POST CONDITION THE MAJORITY OF RUNOFF FROM THIS AREA WILL BE PIPED DOWN THE SLOPE AND OUTLET INTO MOORES CREEK. AT THE POINT OF DISCHARGE INTO MOORES CREEK THE DISTURBED DRAINAGE AREA IS LESS THAN I PERCENT OF THE CONTRIBUTING DRAINAGE AREA OF MOORES CREEK. THERE IS A SMALL AREA (0.1 ACRES) DOWNSLOPE OF THE PARKING LOT THAT IS NOT CAPTURED BY THE PIPESYSTEM. THIS ARE WILL SHEET FLOW DOWN TO MOORES CREEK AS IN THE PRE -DEVELOPED CONDITION. ENERGY BALANCE AND FLOOD PROTECTION ARE SHOWN TO BE SATISFIED BELOW FOR THIS SMALL AREA OF OVERLAND FLOW. TOTAL FLOWS INCLUDING PIPES SYSTEM AND SHEET FLOW AREA TO MOORES CREEK: PRE -DEVELOPED Q2 = 1.1 3 CFS PRE -DEVELOPED Q10 = 3.05 CFS POST -DEVELOPED Q2 = 8.12 CFS POST -DEVELOPED Q10 = 13.88 CFS CHANNEL PROTECTION (ENERGY BALANCE) FOR 0. 1 0 ACRES OF OVERLAND FLOW� THE ENERGY BALANCE EQUATION HAS BEEN SATISFIED FOR THE SMALL AREA THAT FLOWS OVERLAND IN THE POST CONDITION. QDEVELOPED �5 0.8 0* (QPRE- D EVELOPED*RVPRE-DEVELO P ED)/RVD EVELO PED 0.05 CFS:5 0.80*(0.61 CFS*0.039 AC\FT)/(0.003) AC\FT = 6.34 CFS (QDEVELOPED MUST BE LESS THAN QPRE 0,05 CFS:� 0.61 CFS FLOOD PROTECTION FOR 0.10 ACRES OF OVERLAND FLOW: POST -DEVELOPED Qjo:� PRE -DEVELOPED Q10 OK 0.29 CFS (POST -DEVELOPED Q10) f�- 3.05 CFS (PRE -DEVELOPED Q10) / " 11 1�1 14,1p ", � "I I I'll, IiI � ,�� I �,,�', � I ,�l- I 1, 7 , \ I", , ol 1 , , � I , "'�', ji ,:). �"111 "I, " --"-, , ,V ,,l%��"�!_ e� �ii� ��, I ",J i "I, Iio I \ � ; � ,,,I� 10 ""', . 4�� - '__ \ \ 11 - I; r-�t ` :�' - -, - __ _ � __11l &1;1�1: �, - 11 - V,`Qi_1 \ \ 1� � I!, , , ...... = -.-. ----� �,-_, -, �z::; �,;,,��""gk'I� - � - \ � , i, _ 7� _1=7 ,�_ � � �_ "', _ 5. , -- - _,___I,,� 1-'P�,"'�.A�"' g " I., , - -- -:�, , I- zp4' "' -� __ - , _" -,, I " r, -��_-_,'= ,.,_�_-,_�,c I I" It',,� ,� "'�,�', " , ,,,, �,i,Z;iiii- -- - pi�:-��,,,;i -- 1, ` ,�,�_ --_--__,-- -- ,,� 7 -: ,,�-_,,:- ,�� 23 �,, - , " j "I, ___ I f , - - l - , �i,_�_ =:, "�,, Z ... , ,Z,_ I 11 ) - ,� - , - , I ,�N "',, ; " I � � - ��- ", . -,- � ; ,,,, ��,, _"_� - , , I ""� 1'� _�_ - `2 I "' "I "" -, - '�- - � � , __ - ,- 11 I . 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C) CD (D Lo (D C4 q CD 0') 00 c: .0 cc) 'a) m r- (D Q) (D Lo co (D C-4 m r- CD C-) L0 00 00 Ln M 0) 00 0.) 0 N (j) a) co + > 0 CD CO0) "T m co F- < + cli (y) + cl) + ID Co LO❑ cy) CD (Z) D N G) ::) 't Z Z Z 0 Z Z 0 > c) o 0 (y) Z o O-mz 0 0 6 a_ - (,,4 < CL - C) < a. > > > > 66 < V) w u') li, < > 0 > > 0 > > F- 0 0 > > > L0 Q) (y) I_ 0 z C14 U) i_ Z Z z z z z z z z OU C/) u_j Q Lu ;zl 0 00 _j L0 �_ - C) U_j MM� 7:, cy) C�f CD co c) c c) c (D c, L-0 CD C).) cl) (c) r- co r- 00 It 0 a) CD Ln (o 00 � C) ct� co 00 r -i Q� C'4 + Lo co = 10 Lo :r 00 co = oc) 0) :D 00 CC) 00 + t,- Fn To 'o z o 0') co co + cy') (D § rl- 00 co z Z LLI =mz 0 > > — — 0 — 0 < < 0- U) F- Z > F- 0 > > > 0 z z z U) (D U) 410 410 Z) Ll� w U-1 C4 U-j 0 co co cl) m m ui Q_� C�) Q) Q) C:) > uj Z10, u 405 EX. GROUND 405 < Q) lz� Z) c� O U) DATE FUTURE GAS LINE > GRADE cl� 711612019 CROSSIN M 0 400 400 DRAWN BY 1. SHOWALTER WATER Ll • E DESIGNED BY 1.5'MIN. • 1. SHOWALTER • 395 9 395. 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