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Home My WebLink AboutWPO202000058 Plan - VSMP 2021-03-05VSMP PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK Ll PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR - - - - - - - - INTERVAL CONTOUR 311.5 x ,a SPOT ELEVATION 311.5 TC x TOP OF CURB ELEVATION 311.5 TW x TOP OF WALL ELEVATION 311.5 BW x � BOTTOM OF WALL ELEVATION STREAM - - STREAM BUFFER - 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE !� HANDICAP PARKING �7►� MATERIAL d CONCRETE RIPRAP --------------------------------------- ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m m GUY WIRE oHu 0Hu OVERHEAD UTILITY ucu UGu UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER ® ® ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE 0 0 WATER METER 0 o WATER METER VAULT FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS GAS GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER/DEVELOPER 5th Street Forest LLC 250 W Main Street, Suite 201 Chadottesville, VA 22902 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING Neighborhood Model District ZMA201900003 pending approval MAGISTERIAL DISTRICT Samuel Miller & Scottsville SOURCE OF TITLE DB 5145 PG 626 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & utilities survey provided by: Brian S. Ray, Roger W. Ray & Assoc. Inc., September 26, 2018 Topographic survey with two (2) foot contours provided by: Terra Engineering & Land Solutions, August 22, 2007, revised November 4, 2009 Topography verified by Shimp Engineering Staff on Jan 19, 2021 BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date May 16, 2016 (Community Panel 51003CO269D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Moores Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. LIGHTING Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. LANDSCAPE Landscape shall comply with Section 4.32.7.9 of the Albemarle County Zoning Ordinance GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (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 the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall 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 P ( ) Y p better are to be acheived. 6. Paved, rip -rap or stabilization amt 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). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority 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 contractors 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 Albemarle County Service Authority. 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 3.5 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. 8. Valves on deadend lines shall be rodded to provided 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). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. STORMWATER MANAGEMENT NOTES Per DB 2168 PG 106-122, a perpetual non-exclusive easement for the use of the wet pond on TMP 76-54A1 exists. All concentrated onsite runoff shall be routed into manmade channels which outlet into this wet pond which was approved with SDP 200100129 and expanded with WPO 201500094. RELEVANT PLANS Albemarle Business Campus Block 2 (Phase 1,3,4, and 5 containing the larger commercial portion between Old Lynchburg Road & Wahoo Way) VSMP design is based on WPO 2018-00084. Block 1 (Phase 2, parcel across the street, west of Old Lynchburg Road) SWM plan is shown in WPO 2018-00044 VSMP Amendment. Currently, only mass grading is proposed for Block 1. That parcel will serve as a borrow site for Block 2. This VSMP Plan is concurrent with SDP 2020-00066. ALBEMARLE BUSINESS CAMPUS EXISTING USE Forest PROPOSED USE Mixed -Use, 25 DUA of residential density proposed in Block 1 LAND USE SCHEDULE EXISTING Area % Building 0 SF 0.0% Pavement 4,699 SF 1.3% Sidewalk 0 SF 0.0% Open Space 367,741 SF 98.7% Total= 372,440 SF (8.55 ac.) PROPOSED Area % Building 61,237 SF 16.4% Pavement 158,711 SF 42.6% Sidewalk 23,764 SF 6.4% Total Impervious 243,712 SF 65.4% Open space 128,728 SF 34.6% Total= 372,440 SF (8.55 ac.) LIMITS OF DISTURBANCE: 9.10 ACRES GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction for the safe and protection 9 9 . safety thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o 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 Ibs/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 approved 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 approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repaired immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced. (Water Protection Ordinance section 17-207B) WPO 2020-00058 TAX MAP 76, PARCEL 46A, 54 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1°=1000' ,,,ao,,ea ,4§ - RF Clank FranreaQ hti.. `�avrP 'M,n Azalea Park - Park & Ride Gnm. AZALEA PARK P,y. 5 '( The Woodlands Timberland c\ of Charlottesville Park Apanmentsv Redflelds mmumly Pool 0 Ptl nbr n�a z 4 Azalea Park "Dale Part tAobRtr HCllday i, .-CharloneaWBeMonur,. TV eA xn, .n_ll Villas Al Southern PodgeQ.'�SveetmaceQ nnm.eb, Q Apenments e �.r �^ OG,� a OFFSITE SU�ORT 101 H STREET AREA (VSMP 2018-44 �G Q�' AMENDMENT) Albemade Count' Pue� ©Rescue �� Oak Hill Markel AdmlNat.on - C{, . inarle County ® a OLD LYNCHBURG "lent of Social 9 u.^m o-va ROAD�tOPC e 'ett00,1�P0 Y'� s S s o Calvary Chapel v Charlottesville w ,Covenant School0 Kingdom Hall of ara c Jehovahs Witnesses Q l -' Albemade County® iervices Authority a n a„m^`Rv` c �� Blscun Run Slate Park P J b,bo-CuM^0'bn� y 3. µ vc°� Boys 8 Girls Club v Southwood SHEET INDEX - 17 SHEETS C1 COVER SHEET C2 EXISTING CONDITIONS C3 EXISTING CONDITIONS C4 SITE LAYOUT C5 UTILITY PLAN C6 GRADING PLAN C7 STORM PROFILES C8 STORM PROFILES C9 SITE & DRAINAGE DETAILS C10 ESC NARRATIVE C11 ESC NARRATIVE C12 ESCP BLOCK 2 PHASE 1A C13 ESCP BLOCK 2 PHASE 1 B C14 ESCP BLOCK 2 PHASE 2 C15 ESCP BLOCK 2 PHASE 3 C16 ESC DETAILS C17 ESC DETAILS IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U Jv . SHIMP a Lies /p 4t//5183 ^``��'rl�OINAL� VSMP PLAN ALBEMARLE BUSINESS CAMPUS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.12.23 REVISION: 1) 2021.02.02 2) 2021.03.03 FILE NO. COVER SHEET C1 1 I I I / II \ I I 1 j I I dl lJ 9 V / U \ I A A A / T.M'7646F P,OR // ( I / // mII ` v --- \� 5 E ( \v / � E�ION TEN �bM c INC.I NOTE: ONSI fE AREA ABOVE I I vv \ �Rb OR I - �_ _\ \ //' LINE IS OUTSIDE LIMITS OF v ; �;I I� 15 / 5-209 ;/ // DISTURBANC AND IS NOT / D.B.1005-483 PLAT / \ / � � '/ SHOWN ON I�AN SHEETS. D.B.72/�-518 PLAT 450— / ZONE: CQMMERCAL OF�CE „ M VSE: OFFICE8.47 AC 1 430 / \ S /I ------------ — --- / M /0 F "I o rl _ — —— - — — — — — — — — — ' / /� �/OF CULytRT I III DI RIM— �' 1 \\ \\ o - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'� / / /' 'I , ' / SA MH ,/' /' /'// / // J, FRCP 420.82 I 1 \ -- - _____-' / ,/' /'' 0��-- / 1 =418.61 /'' /' 1�/' f'/ ,/ r405.27 0_ \--- _-a5 °J� 1 \---------------''/ ,_'' /'/ INV.IN- / �J / - , // ' �� / / / / I / I I I // ,'/ / 405.97 \ . 90- - - / II / I I / 440 / -- \-- / / \ I I \ SAN/rSMI-- --'// / PEP-UVA LL I I I , - E RELO \ \ \� i \ \ \\ / / , z \ ��cb - -----\ /' \1 \\\ \ r �j D.B.4958- - \ � \j ,7\�46\\(\\T P(�R\�l� \\_ J \ �I. 5 Es \ `\ \ USE: RESI 5i1� STREET\ f bi ES\T LLC \ ;','/ \ _ \\ i/ . f a2 R/ -/ \ 6 AC D D .45�73-7270 `\ `\ \ \ i % — _ t ;/ 4W=1419.7,/' ___--- -- / / �\ `\ `\ I _-_- \ \ \\ \\ \\\\ A \ L6 1 ' aB.3�38-�8 9,6 �c �9 PLAZ \ ----- 6 '46 \ 1 / \ � o \ ° � D� 2168�10�\ TH�R\U �1,09 RAT \ \ \ \ \ \ / �\ \ \ \/ / ' �i' / i' EXI SHIMD�925 -456 `� �57, SLAT � ` \/ �'------- � �\ � \\ \ / /' � �' ,; \ / \ / / 'P \ U E: `OPEN \ I ` \ - / 6 ENGINEERING2. I, 4 6 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 A\ NAIL CA CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM \ N us QO IC \ \\ / /' \ -- ------ 5TH STREET`1= OREST \L s xo\ \I \ / / / _ _---- / / D.B.4573-270 _ �, 30 \ `\\ v1U Sfu \ 1, I � 1 \ I ,,' / /',' // // / I / \ _ -\- �� -� - /'---- '\�,4431-�3�2-------' ,,'' ,,'' \ � I \ Lic 45183 +16 I \ \ ,-' -' -' / / -' /'' / ( „I 424 2 — a• ; \ / /----- __-------- -, \ .off 30 \ / D.B.4367496, / / \\ \ �� \\ \\ /' -- _ — — /a30" A \ Rlt SIONAL ti - - - N '� / 501 & 50�-PLAT _ I \ 25.7 / / 6 g fi66 TH RAJ T �,T INVIN s, _ . 7-Q1_ „ - - \ n AI / / / / ' �JS-E:—\EN__---- /'.i 1 \ 411.3(VSMP PLAN — —-- DRAINAGE) MIAG // '/ // /' / / // / /' /' — — — — — — --i \ I N S M� AQ/ , / _ _ -- \ - ALBEMARLE OP 37/73 PIPE TR / / / g� �� / \ / / / / SAP MH i�R ------ --- / \ I _ —fi- _--- '/ (NV-42/ 9.65 x P- D_ E-M/O -17.63 LF BUSINESS x---x x x woll� x OF CULVERT PAMR-AT 420 f' �6 ,\I CAMPUS DEMO .\ co NST- - \ vERT �o'� 5 -- ALBEMARLE COUNTY VIRGINIA o x _ R \ \ r \ \ �/ I �q9 T1R \ SUBMISSION: 2020.12.23 INV.OUT gin INV.IN- o m m0 REVISION: 413.OQ o r O 6S2 \\ , / \I _ \ - _ _ _ - _ % y I I 1) 2021.02.02 /o 2) 2021.03.03 - \CBl GUARDRAIL \ \ \ _ \ _ - _ 430 AT - / / / / /// CONS" S T/�/ UC777ON E R O U TE _ \ ` T4pFILE NO. VARIA\LE WIDTH R/W / eA KD PA Ty \ 18.004 /'D.B.1205-314' /'' DI -------' CONCIC AOH�RAT \\ _ /' 445.08 \ \ \ \ \ \ \ HVji)r'�P.B.XI-257 J�ORU 262 / // INV.oUT= \ 425.22 \` EXISTING CONDITIONS \ \ AG \ BLOCK 2 SAN MH --- ' TOP=44 89 /' 1 30 0 30 60 90 ,y, IN1V=437. _ - C3 Scale: 1"=30' RETAIL �J a" ` 4,219 SF O3 R 0.0' 9. 9. 6.0 116 PA KIN FOOTPRINT — — - — — — — ' ' 77 PARKING ROW FFE 459 24.0' PHASE 4� sPAces 24.0' tA DEDICATI ,[� 213 SF ro - 'y R10. q' TAMPED Orr 9.0' I C ..'CONCRETE . N J, 10 PEDESTRIAN 2 .0'� c. Ic! WALKWAY V JLI JHIIVIP a r~2 .p'� Lic 4�5/1/83 ... 24.0' 24.0' 6,0 18 �5.8'� ' .. �o ABC PAS OFFICE J -8,720-SF- 1 1 PRINT ; �AV ' RETAIL — — — 8 6,000 SF FOOTPRINT g 24.p, (INCLUDES STEPBACK) 19 FFE 438 ° LINEAR GREEN WRY FFE 458 O - 10.0 ® ® © I VSMP PLAN ., ' 2,487 SF ........................ .......... ..... T7;� ,6.p,� J ALBEMARLE ......... ..... ........... ............... ..LINEAR.GREENWAY.. .... ...... ..... .. ........ ..... BUSINESS .......... .... ........... ..1.150 SF.. ................. . LINEAR GREENWAY ......... .. ........ ...... 1 2.739.SF.'.'..................... ... .. . . 6. �o CAMPUS OVERED BUS STOP os .... ..............::..: " - - 7 Z ; ALBEMARLE COUNTY, VIRGINIA 0.0' 24.0' R45.0' 200'�� SUBMISSION: .. ... .� .. ...... ................ .................... ..................... MULTIUSE PATH <_ 2020.12.23 16 0 mo i REVISION: 7,731 SF 9.0' O ........................... - 1) 2021.02.02 .. �� - �D ..... % 2) 2021.03.03 w 3.547 SF ..... � ...... _ ....- p - ..... ' LINEAR GREENWAY..... .. _..11.430'SF.........'.'.'.'...................................... ` .\ MULTIUSE PATH ........................... ... . 7,731 SF ............... STATE ROUTE 631 5TH ST 1 FILE NO. 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LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM tipLT � � o �c U Ju . SxiMP a Lies /p 45183 I R I' �`sSIONfU tiN 425.7 Aly INV.IN 411.3( B1 VSMP PLAN ALBEMARLE BUSINESS CAMPUS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.12.23 REVISION: 1) 2021.02.02 2) 2021.03.03 es / FILE N0. 18.004 F UTILITY PLAN - BLOCK 2 Mo TeF9/ 30 0 30 60 90 y Scale: 1 "=30'C51 / I \ /I \ \ / / / / /w w w w tw <� I I I I RE�fAI .0 E T / A8 \ \ \ �~/ / ._` e / // I / / / / / / / / / / / -•.. 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'°• .R,— RD RD• / ' - r ' I� I — \ iRETAIL \ 56 \ r I I I I LAY MOUND TW 44 / / —x —x —x —x —x —x —x /x Lx/ BW 4 \\ 1 I I I I / � � ' -- / � \ /� _ i:', •��,/ ,., / _ . - . , _ ._:/ Z_,; .I - II III \ \ \ I 450— — TGJ 44 / /' / /' / // // � / / 21� :2T BW 43 \ \ 430 \ — % oo / 75 S / _ /— — — — — — — — — — `o / / I � u / // 440 // // — ---- I/ A7 v UMEL bRTION, O'F,STEPBAt--Fl�l SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 219 SF FOOTPRINT � 1vv v — `v v— v vv � v v_v v v I — s49 v / / J v v — 3790 O v � / V A \ � e3D f 36 _ 000 I `-- FIFE 459 5�3 \ �\ 1 / / / \ \ \ \ ' I \ 440 / \ I > \ --- s 5� s76 56 I v rno o�4. o V JLJ SHIMP a 5740 5�1 \ 5485 \ Lic 45183 430 OFFICE J_A3 ONAL ----- /'' RETAL T8,1 PF I�1T / 800 - ® -' O A �N 6,000 SF FOOTPRINT \\ Tw 5 / // //(INCLUDES STEP/YACK) � \ T —_FFE 458 -- -- 1 5 BW �.2s / / FIFE 438/// ® --® 0 5 J I \ .B1 VSMP PLAN v ALBEMARLE / CON .C� _ _ _---�. — 11 \\ i 'Y I I X HEI BUSINESS a, 38as � / ` \ 62 — �OW 5 385 420 TAININ 4� / \ —I l;, I 1` \ \ CAMPUS - os \ o AX—HEIGHt�•-- 7 q° \ ------ - COUNTY, IRGINIA \ \ � X° �\ � ------ I I I I i / .. 2 11 ALBEMARLE , \ \ ` C YV -C _ -R TE _ 3 — \ \ \\ / /� — / cn 1 11 \ I SUBMISSION: \ O �RE�AIN+N�WAL _ — �44 � '�k0 � So � � � \\ 7 / J //--_ -- _ — 1 0 � v� 1 �1 I \ I \ 1 I 31 I I I I III I I N \ I I I I O 2020.12.23 REVISION: r„ID Ili II I 1 i N y I 1) 2021.02.02 v -- / azo JI I J 2 D i I 2 21 03 03 /., 1.0 430 ST7E ROUTE 1 5TH T / B5 -- J _ II I I FILE N0. / VARIABLE WIDTH R/W / — \\ .__ 18.004 HVji)(�P.B.XI-257 JoORU 262 / / GRADING PLAN - BLOCK 016 30 0 30 60 90 ? ---- _ C6-------- Scale: 1"=30' 460 CA 455 450 445 440 N 435 N 3 430 I O 425 420 z 415 410 405 n n 0 400 � 460 455 450 445 440 435 430 425 420 415 410 405 400 A6 w o+ H " N N + NEW GRADE _ OF a a ^ N '+ `� — — EX. GRA ' 10� GRADE �a ' -- -_ —------- ----- 106.81 LF 18" HDPE @ 2.62% O z 8" — — _ SAN, MIN. — M �� N ^ M.07 L o0 18° HDPE ® - JoN 0000000�a'o NN 00 00 N + ov> z + GRADE /-- z�v¢�i 1 / / NEW GRADE 0 HDPE ® 5.16% °p 112.50 LF 18' ? — ® LF 18" 2.51 > 151.68 HDPE OLQi co W1� a < o CA95o a ¢ o N / o cy N � zo a N -- PROCTORz COMPACTED FILL » > -- / / 0 Cd _ — - — a z N N �z o> o N 0 >- z — v z 15) yD 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 z STORM PROFILE: A2-A8 C7 Scale: Horiz. 1"=30' Vert. 1"=10' 14+50 15+00 15+50 16+00 16+50 17+00 460 455 450 445 440 435 430 425 420 415 410 4405 17+5000 w mJ �a Zvi m m N SEPARATION s4 r-' m 0 GRADE ^ O N / / \ O J 3 m M M M 0 SZz > O R O N O _ 0 0 zo 2.42%O N —I PROCTOR ONN COMPACTED- FILL — > — ig Bur, >_ — / 00 1ft0 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 z— (a)STORM PROFILE: A2-C6 C7 )Scale: Horiz. 1"=30' Vert. 1"=10' 460 455 450 SHIMP ENGINEERIN G12. 445 LAND PLANNING - PROJECT MANAGEMENT 440 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN @SHIMP-ENGINEERING.COM 435 430 tipj.TF 425 ��Cfy. u Ju . SHIMP a 420 Lic 45183 .off 415 ``sSIONAL 410 VSMP PLAN 405 44 ALBEMARLE 14+50 15+00 15+50 16+00 16+50 17+00 17+5000 BUSINESS CAMPUS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.12.23 REVISION: 1) 2021.02.02 2) 2021.03.03 FILE NO. 18.004 STORM PROFILES - BLOCK 2 V y COUNTY OF ALBEMARLE Department of Community nevelopment Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stor mwater facilities (reference Water Protection Ordinance 17422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and data] professional seal of the preparing engineer or surveyor. B. The name and address of the firth and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: I. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with goo -coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may he required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culverUpipe site, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide scaled computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within plaucxl casements. Provide copies of recorded documents. I L Guardrail, fences or other safety provisions - Display the constructed location of all safely provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers — biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials cerfifications. Biofilter media must be an approved state mix. 13. Access roads — show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify LII compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. 450 CE 445 4403N i� �N 435 3 I WJ ZN 430 425 420 415 N M 410 N 405 z 450 445 CC 440 01 435 0 w 430 z 425 0 420 4 41 5 450 445 440 435 430 425 g420 ii06 10+50 11+0015 STORM PROFILE: C2—C2A C$ Scale: Horiz. 1"=30' Vert. 1"=10' O M2 O O N s W �Z HN 0 5222 LF 15" HDPE N0 2,68% N N � 0 > z B4 B4 w liN N � o N O O N O [O O + I d ¢ ZN H N ad O N / \FgrEX. ,.RADE, / 3.36% DPE 3.257o u 0> CTOR z FILL �io r v� a N � 95% STANDARD z PR > COTE > �� - 1.. 10+00 450 445 3 440 i w 435' 430 425 420 415PROCTOR 410 405 400 10+00 10+50 10+50 11+00 s STORM PROFILE: B2-134 C$ Scale: Horiz. 1"=30' Vert. 1"=10' �n 445 + N 440 435 430 425 420 z 410 N 405 11 +50 400 EX rpAnH m O o 0 m vino - _ M M N d Q i HN dQ GRADE -tD �lJ p N I n N W IF 3 a N N Z HNW i a¢ Z H N i 0 O O N a O N N o- ---- 0 o N > - a�a o » z 11+00 11+50 12+00 5 STORM PROFILE: B3-133E C$ Scale: Horiz. 1"=30' Vert. 1"=10' 12+50 450 445 440 435 430 16 LF HDPE 3.1 % WIR 415 410 y405 13+0000 450 445 440 435 430 425 420 450 445 440 435 430 425 420 415 410 YVJ 460 455 a mJ I ON 450"N 3� z3 445 440 435 0 4 YVJ 460 n + 455 ro 450 445 } 440 435 V 30 z 10+50 430 o> z 2\STORM PROFILE: C5—0513 NMI =1� f e • r'�I�1� 1��4Y�A1 IttillYs°i�7E I�E�9 [�E�1 E+��1 C$ )Scale: Horiz. 1"=30' Vert. 1"=10' 450 445 440 435 430 425 420 415 5V 0 a STORM PROFILE: 134—B5 C$ Scale: Horiz. 1"=30' Vert. 1"=10' 450 445 440 435 430 425 420 00 STORM PROFILE: B3A—B3Z C$ Scale: Horiz. 1"=30' Vert. 1"=10' SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 1 JU SHIMP a Lic P 451/83 14�0 ��_`sSIONAL VSMP PLAN ALBEMARLE BUSINESS CAMPUS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.12.23 REVISION: 1) 2021.02.02 2) 2021.03.03 FILE NO. STORM PROFILES - BLOCK 2 =I S D x SEE MOM 1 SHAPE TO BEJBEVEUED jot - - --- i WITH MORTAR D ]J-- p0 HOT _ --- _-_-_ __ EVEN B INVERT al I NOTES; 1. 'N' MAY BE REDUCED UNTIL •X' REACHES A MIN" OF 4" WHERE EU)WALL WOULD PROTRUDE MOVE SHOUI LfE. N NO CASE SHALL TOP OF EMDWALL PROJECT ABOVE FLL SLOPE, DITCH SLOPE. OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 3. ALL CAST N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET D1.02. 4. THIS STADMD TO BE USED WTH STRNGIIT CRO6SNGS AND ALL SIEWS(0•TO 45•). 5. HEADWALL TO BE BEVELED N ILL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WNGW&M OCCUR EW-1 ENDWALL FOR CIRCULAR PIPE DIAMETER OF WE CULVERT 12" 15• W" 2T' OR 34" T' OR 30' 3" OR MY A 0'-V a-8" 0'-P' a-ir I' -a' T-O B a-m 11r' T-3" T-0' T- r C 7-4- T-T' 1-9- 2'-2- 2'!" 2'-W' F 0'-e' 0'-9' a -a" 0'-9" O•-9' 0'-9" H 2'-S' 2'-1P A-2" 3'-B" 4'-3" 4'-9" L 4.-0" V-11" 6'_0' 6._O.. D.-0. 9 0'-1/4' a-$'{ 9-2" O'-21/e' 0'-9/4' 0'-3;':' b a-T 0'-T/i' I 0'-f/i' 0'_2kk 0k-21/i 0._y. CUBIC YARDS OF CONCRETE =MG.WEI 0.241 1 O.K2 10.07 1.319 1 2.057 2.9N CAI. PPE MM7 0.521 0.T39 1.JPo 2.1Po 3.95 EW-1,1A j i 6. BEVEL EDGE 6 REQUIRED ON THE IEADWILL AT THE HET END OF THE CULVERT (WHERE THE ROW ENDERS THE CULVERT). T.IEADWALL Ai TIE OUTLET EID aF TIE OAVERT MAY ff ERHER SQUARE EDGE OR BEVEL SOME. it ON SHALLOW FLL WHERE ENDWALLS ARE I'OR LESS BELOW SHOIDER LINE THE TOP OF SHE SHALL BE CONSTRUCTED PARALLEL TO THE CRICE OF THE ROAD. B. iY CHAWFER MAY BE PROVIDED ON ILL EDGES AT MANUFACTURERS OPTION. EW-L1 ENDWALL FOR ELLIPTICAL PIPE SOE OF ELLPTMAL WE CUVERT (SPAN A RISE) 23'x14' WHIM 34N22" 38A24" 42'I(27' 45"x29' 4a'IM" 53"K34• A 0'-0" a-9• a-D' a-m 0'-W' r-0' Y-0" T-0• B 1'-2" 1'-5• I'-9' I'-8" T-W' T-w T-N• T-a' C 1._6.. T_T. 2-_T. 2A4i. 21W 2._T. 2'-W' r. - D 1'-2" T-T" T-VI 2'-a' 2•_3• 2'-a" 2'-W' 2'-ta' F 0'1 0'd• 0'-9" 0'-9" 0'-V 01-V a-W' a -a' H 2'-IO" 3'-3• 3'-7' 3'-B" 4'-0' 4'-2" 4'-5• "N. L 1._a. 7._2' B'-0.. 9'-2' 10._2-. 10._a. S 1._T.. 2._6. 2--l".. 3'-2�. 3.-6. 3._g" O a-21/6" O'-Y/i 0'-9/i' 0'-4" a-41/B' a-4y:'21/i02Y':' 0'_3'• a-9/e a3i':'CUBIC 112.M YADS OF CONCRETE CONC.PPE 0.502 0.855 1.23E 1.6U0 (Ail 2.161 MM ME `V=r STANDARD ENDWALL FOR PIPE CULVERTS ROAD AND BRIDGE STANDARDS 10.5 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION OArE SHEET I OF 1 302 VIRGINIA DEPARTLENT OF TRANSPORTATION 101.01 FOR PETALS OF ALL COHPOHNT PARTS AND GENERAL NOTES- PRECAST" SEE SHEETS IO3.0T-103.11 SPACER UNIT TOP, UNIT I g RISER (UNIT HIS 302 MSER IHT HpIDL1TNC BASE PRECAST MANHOLE VfKI DEPARTMENT OF TRANSPORTATION MH 2 REVISION DATE 1 SHEET 1 OF I SECTIONAL ELEVATION HALF PLAN VIEW SEE STADARDD SL-I FOR OPPLICAIDLRY OF SAFETY SLABS, B STANDARD MI NOTE' 1 TRANSL COVER THE TOP OF MASONRY IS TO BE LLFi L �� SVFFIIADJUSTMENT LOW TO PERMIT PROPER GMRAGErBy OF FUSEVOF MORTAR OR TO BRICK AS WE BY THE ENGINEER, RH-1 IM-1 1'-9j'," DIA THE LETTERS V D O.T. ME OPTIONAL F USED THE LETTERS ME TO BE �^ IV2 :' CAST N WE DEPRESSION N TOP OF 4ve COOVER 1^ WIDE RAISED�P" HIGH AS FINISHED I'.IVENSION-� A All MACWNE I•-9�Ye'LDIA SECTION A -A LETTERING ERMAL�, DING• EE NOTEA1) - A'`1 6.. ST'O. ST-i '- (WITH FRAMEHALFS MDTCOOVfER REMpvEM 6�A BRICK CONCRETE NOTE BEVEL AS- 1, OUMTITES SHOWN ARE FOR MANHOLE ..j WITHCUT PINES. THE AMOUNT DISPLACED BY PIPES MIST BE DEDUCTED TO NOTES I BEDDING MATERIAL 6 TO BE ANACGATE SERE 25 OR U F FOUNDATION NAS STANONG SPEW ED ONNTHEE WATER ORR. AS DIRECTED BYE THE ENGINEER. LIPPED WITOH 4 NCHOESTM OF AGGREGATE ME. 25 OR 26. 2. WDTH OF BEDDING MATFAIAL SNAIL EXTEND A MINIMUM OF 6" BEYOND THE BASE OF THE STRUCTURE ON ALL SUES 3. HEIGHT OF STRUCTURE IHt6 MEASURED FROM THE INVERT OF THE STRUCTURE TO THE TOP OF THE FRAME AND COVER OR CONCRETE DEPENDING ON STRUCTURE TYPE. ME APPLICABLE DRAINAGE STRUCTURE STANDARD FOR DETAIL. BEDDING THICKNESS TABLE FOUNDATION BEDDING THICKNESS b) FOR M ( D' HIXtMA EARTH4• 6' FOR H I to ROCK r PER FOOT OF H. MI IT M SPECIFT) ON THE RAPS SOFT A YELLOWS OR AS DIRECTED BY THE ENGINEER CREMCE DRAINAGE STRUCTURE BEDDING FOR DROP INLET 302 MANHOLE, AND JUNCTION BOX 'JINGINIA OEPARtMEN1 IN iIRMSPCRIAI.ON SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK TABLE OF WANTITES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU YARDS CU, YARDS 4 0.5 0.785 1.437 5 0.7 a 785 1699 6 0.9 0.785 1.96, T to 0J85 2.223 B 42 O.T85 2.485 9 1.4 0 785 2.747 10 1.6 0.785 3,BOB P 1.9 0,970 3455 12 2.2 Oslo ].fill 13 2.5 0910 WAN 14 2.13 0,970 4.541 IS 31 ) 4.90] 16 3A 0920 S26S 1F 4D 1 I.173 6.032 INCREMENT U 45 I - 0.582 `vM SPECIFICATKN MD BRISTANDARDS REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS FE'. IS ON DATE302 VIRGINIA DEPARTMENT OF TRM5PMRTATON OBTAIN TRITE OUMTaES 2,A BASE THCKI.ESS OF 9" WAS USED N COMPUTING CONCRETE QUANTITIES. 3.INCELENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 1. MATERIALS MAY BE BRILH, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINNJM THKKNESS OF SAME IS TO BE 5" OTHER THICKNESSES ME TO CONFORM TO WALL THICKNESS 9 WN FOR CONCRETE. 6, ALL CONCRETE TO BE CLASS M. I. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED N ACCDROMCE WITH STANDARD IS-1. ALL MATFRMOLFS FURNISHING ICIDEN AL INTO TE SHAPING IS TO BE NCWDEO IN THE BID PRICE FOR THE STRUCTURE. B IL f/ 1/1 ROAD AND BRIDGE STMOARDS ROM AND BRIDGE STANDARDS ;VISION DATE 1 SHEET i OF ] SHEET 2 OF 3j REVISION DATE 04120 KI6,01 t06 OH2O AND COVER SH&L WE FOR TRAFFIC CONDITIONS. IROXIMATE WENT CART RON WE 239 ± 12 LBS. ER 137 ± T LDS. B SECTION B-B BOTTOM A COPY OF WE ORCINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CEI OFFICE. STANDARD MANHOLE FRAME AND COVER VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 224 SHIMP ENGINEERING; LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM J fl SHIMP{�> 5183 4 0 ASSiomnio,007 VSMP PLAN ALBEMARLE BUSINESS CAMPUS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.12.23 REVISION: 1) 2021.02.02 2) 2021.03.03 FILE NO. 11� SITE & DRAINAGE DETAILS C9 PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION PERMANENT STABILIZATION AND SEQUENCE OF CONSTRUCTION MINIMUM STANDARDS (MS)-. All applicable Virginia Erosion and Sediment Control Regulations and Minimum THIS PROJECT IS LOCATED IN ALBEMARLE COUNTY AND CONTAINS 2 MAIN PORTIONS: BLOCK 1 AND THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF Standards shall be adhered to during all phases of construction. These BLOCK 2. BLOCK 1 IS BORDERED BY COUNTRY GREEN RD (SOUTH), OLD LYNCHBURG RD (NORTH & CONSTRUCTION: include, but are not limited to the following: EAST), AND THE MOUNTAINWOOD APARTMENTS (WEST). BLOCK 2 IS BORDERED BY 5TH STREET (SOUTH), WAHOO WAY (EAST), OLD LYNCHBURG RD (WEST), & THE REGION 10 FACILITY (NORTH). BLOCK 2 PHASE 1A 1. STABILIZATION OF DENUDED AREAS: BLOCK 1 WILL BE DEVELOPED INTO APARTMENTS AND BLOCK 2 WILL BE DEVELOPED INTO A 1. INSTALL CONSTRUCTION ENTRANCE OFF OLD LYNCHBURG RD. TRUCKS SHALL BE CLEANED PRIOR TO Permanent or temporary soil stabilization shall be applied to bare areas WET POND ORIGINAL DRAINAGE AREA MAP BUSINESS CAMPUS WITH OFFICE/RETAIL BUILDINGS. BOTH BLOCKS ARE CURRENTLY VACANT AND LEAVING SITE. within seven days after final grade is reached on any portion of the site. WOODED. THE PROJECT WILL BE PHASED IN THIS MANNER: A PORTION OF BLOCK 2 CONTAINING A 2 INSTALL SILT FENCE, DIVERSION, AND SEDIMENT BASIN AS SHOWN ON THIS SHEET. NOTE: AREA IN Temporary soil stabilization shall be applied within seven days to denuded SELF STORAGE BUILDING WILL BE DEVELOPED FIRST (PHASE 1). AS THE REST OF BLOCK 2 IS PHASE 1B WILL NOT DRAIN TO BASIN IN THIS PHASE. BASIN WILL BE OVERSIZED IN THIS PHASE. areas that may not be at final grade, but will remain dormant or DEVELOPED, SOIL FROM BLOCK 1 SHALL BE IMPORTED TO RAISE BLOCK 2 S FINISHED GRADE. THIS 3. DO NOT DISTURB AREA IN PHASE 1B. undisturbed for longer than 14 days. Permanent stabilization shall be j� sJ 3. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S applied at areas that are to be left dormant for more than 1 year. .6 s e a 1a o � T VSMP PLAN PROPOSES A FULL BULDOUT OF BLOCK 2, AND A MASS GRADING PLAN FOR BLOCK 1. PP Y =t �„ 0 i, 4 E r 8 CONTROL MEASURES. W S N WHEN THE DEVELOPER IS READY TO DEVELOP BLOCK 1, THIS VSMP PLAN CAN BE AMENDED TO g. �'gg a c dVW Va'aVH`9VN1VWGJ,I�Hwao7aAHGISOd - 4. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN MASS GRADING IN PHASE 1A AREA. PROCEED 2.STABILIZATION OF SOIL STOCKPILES: INCLUDE SWM PLANS FOR BLOCK 1. NOTE: BLOCK 1 RUNOFF IS COMPLETELY INDEPENDENT FROM l too _z", 8 I � $, g TO PHASE 1B WHEN 1A IS LEVELED OUT TO SMOOTHLY DRAIN INTO BASIN REFER TO GRADING ON Duringconstruction of the project, soil stockpiles shall be stabilized or L1U a -I Iffl �a � e BLOCK 2, AND FLOWS TO A SEPARATE WATERSHED. THIS CONDITION SHALL NOT BE CHANGED BY C13 ( proteted with sediment trapping measures. PThe applicant is responsible for �u6 - gg �I�IIsnox 1CLIs2I�AII�In �NII2I�Zs a 1. DEVELOPMENT, REGARDLESS OF FINAL PLAN. ) gS 1 $ i b ° s a g� ` z temporary protection and permanent stabilization of all soil stockpiles on 1111H1111111, 6 d s, o' THE TOTAL AREA OF DISTURBANCE IS 9.10 ACRES. BLOCK 2 PHASE 1B site as well as soil intentionally transported from the project site. 1. DEMO PORTIONS OF EX. 36" RCP STORM SEWER (NOTED ON PREVIOUS PLAN SHEET) AND INSTALL THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES: STORM SEWER B2 - B4 CONNECTING THESE TWO 36" OFFSITE STORM PIPES. 3.PERMANENT VEGETATIVE COVER U j 2. BUILD MANHOLES UP, LEAVING SMALL BOWL -SHAPED AREA WITH NO OUTLET. A permanent vegetative cover shall be established on denuded areas not 0 I 1. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE EROSION AND SEDIMENT PERMITTING 3. USE A PUMP TO DRAIN THE AREA AS THAT BOWL IS FILLED TO GRADE. PUMP RUNOFF INTO THE otherwise permanently stabilized. Permanent vegetation shall not be U I REQUIREMENTS AND MAINTAIN ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE SEDIMENT BASIN. MAINTAIN PUMP UNTIL THE SITE GRADING NATURALLY DRAINS THIS AREA (USING considered established until a ground cover is achieve that, in the opinion n PERMIT REQUIREMENTS. DIVERSIONS) INTO THE BASIN. of the county Inspector, is uniform and mature enough to survive to inhibit p O I 2. INSTALLATION OF PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE 4. BEGIN UTILITY INSTALLATION IN THIS PHASE. erosion. i 0 U m U 7s-'=3, PLAN AND DETAILS. 5. USE IMPORT SOIL FROM BLOCK 1 TO BRING BLOCK 2 BROUGHT TO GRADE AS SHOWN IN THIS 4. TIMING &STABILIZATION OF SILT TRAPPING MEASURES: 3. GRADING AND PLACEMENT OF FILL SHALL BE IN GENERAL ACCORDANCE WITH THE PLAN. SHEET. WHEN GRADE IS ACHIEVED, PROCEED TO PHASE 2. Sediment basins and traps, perimeter dikes, sediment barriers and other 6 �' . °'` 4. ESTABLISHMENT OF PERMANENT STABILIZATION OF ALL DISTURBED AREAS. n : measures intended to trap sediment shall be constructed as a first step in � a `> BLOCK 2 PHASE 2 any land disturbing activity and shall be made functional before upslope g ,, <, EXISTING SITE CONDITIONS 1. CONTINUE TO USE IMPORT FROM BLOCK 1 TO ACHIEVE INTERMEDIATE GRADING SHOWN HEREIN. ¢ o ')h; I r, and disturbance takes place. O ¢ v. - THE EXISTING SITE IS VACANT WITH LOTS ZONED R-2 & R-10. COMPLETE UTILITY INSTALLATION IN THIS PHASE. J U 49P 2. GRADE MAIN STREET FIRST. BRING ROAD TO GRADE AS SHOWN. MAINTAIN SEDIMENT BASIN UNTIL S.STABILIZATION OF EARTHEN STRUCTURES: Y w �,'; �e ADJACENT PROPERTIES w ¢ Z W ; " o ALL UPSTREAM GRADING IS COMPLETE. BASIN CAN ONLY BE REMOVED AFTER ALL SURROUNDING Stabilization measures shall be applied to earthen structures such as < U w N .N lv;,, ,Ii 0 EIS THIS PROPERTY IS BORDERED TO THE NORTH, EAST, AND SOUTH BY EXISTING STREETS. TO THE MASS GRADING IS COMPLETED AND CONTRIBUTING DRAINAGE AREA IS STABILIZED. ¢ ¢_ ; -- _ dams, dikes and diversions immediately after installation. ,5 - 4_ I '" WEST AND UPSTREAM OF THE PROPERTY LIES THE "REGION 10" DEVELOPMENT. 3. BUILDING CONSTRUCTION SHALL BE PHASED AS SHOWN. BUILDING PHASE 1, 3, & 4 SHALL OCCUR z w cD „' < J �' DURING EROSION CONTROL PHASE 2. \,=% 6. SEDIMENT TRAPS AND BASINS: �� I\ r p � „ �_`q` OFFSITE AREAS: 4. MAINTAIN PERIMETER CONTROLS. WHEN BUILDING PHASES 1, 3, & 4 ARE COMPLETE, PROCEED TO A sediment basin shall control surface runoff from disturbed areas that is C M an p o �, a u, •, ; ,c; ; ,,. �= SOIL MAY NEED TO BE IMPORTED TO THE SITE FROM SITES WHICH SHALL HAVE EROSION CONTROL EROSION CONTROL PHASE 3. BLDG. PHASE 2 IS IN BLOCK 1 AND IS INDEPENDENT OF SEDIMENT °_� B p � comprised of flow from drainage areas greater than or equal to three acres. _,r s " PERMITS. BASIN REMOVAL. N ^a °a ] 1 ,°j� •\ ° I The sediment basin shall be designed and constructed to accommodate the [�51- . ,u 617!i.. � , , ' anticipated sediment loading for the land disturbing activity. The outfall .u_ i % �_,SOILS BLOCK 2 PHASE 3 � "' <o �' ` " i n t s, p: device or system device shall take into account the total drainage area � m s ` \ I „r l_ -..� THE SITE CONTAINS THE FOLLOWING SOIL TYPES: 1. INSTALL ADDITIONAL CONTROL MEASURES AS SHOWN FOR FINAL GRADING AND CONSTRUCTION a - m m g I _ ,, , ;_ o Ip -� flowing through the disturbed area to be served by the basin. O ¢ Z v 1 , •1. , , ,,. - ❑ "ems ,�, 27B - ELIOAK LOAM - 2 TO 7% SLOPES, HSG B, OPERATIONS. m i z a � -, 1 .. c' F, 27C - ELIOAK LOAM - 7 TO 15% SLOPES, HSG B, 2. WHEN ALL AREAS OUTSIDE OF BLDG PHASE 5 ARE COMPLETED AND STABILIZED, BACKFILL SEDIMENT 7.CUT AND FILL SLOPES: 11 1 't. J , _ 27D _ ELIOAK LOAM - 15 TO 25% SLOPES, HSG B, BASIN. USE "HOLE" LEFT BY BASIN AS A SEDIMENT TRAPPING MEASURE AS BACKFILL PROCEEDS Cut and fill slopes shall be designed and constructed in a manner that , r a w Gr 1" g d 34C GLENELG LOAM 15 TO 25% SLOPES, HSG B, AND PUMP ANY WATER THRU A SILT SACK TO DEWATER AS FILL IS PLACED. MAINTAIN PERIMETER will minimize eros on. Slopes that found to be eroding excessive) IJ i° T � P 9 y _A e-. Y �y a-,, n_ ; � ;; 39D -HAZEL LOAM - 15 TO 25% SLOPES, HSG B CONTROLS UNTIL CONSTRUCTION IS COMPLETED. within one year of permanent stabilization shall be provided with additional 14 I u N, `' a ,. •' ' �T A '- 3 a` 3. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND y p P d- S +,, e y t :, _ +r War I1 n, slope stabilizing measures until the problem is corrected. y °� Y s= -'j aWi v �S �,s? ° ju 3 �- ..&P. r CRITICAL AREAS GRASSED AREAS. E'a❑� 1,- 6, w a NO CRITICAL AREAS HAVE BEEN IDENTIFIED WITHIN THE SITE. 4. WHEN SITE HAS REACHED STABILIZATION, AND PASSED FINAL INSPECTION, REMOVE PERIMETER p -, J a r, 8.CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: itn° 2 - S`'r�sY' �: . ;` �.'� }�; :z `Fr`�' �"#� z, CONTROLS. '' -�,., T'I ,� `� Concentrated runoff shall not flow down cut or fill slopes unless contained I& _ , ., :,.+ EROSION &SEDIMENT CONTROLS Ic ❑ �. x p o; e y,.� within an adequate temporary or permanent channel, flume, or slope drain N as P Hu : BLOCK 1 PHASE 1 w 11- 6. i �� ❑ n P ; 7 ;' U + &'r° �u L"° 9� �" � Fry 1. SAFETY FENCE: A PROTECTVE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN 1. INSTALL CONSTRUCTION ENTRANCE OFF COUNTRY GREEN RD. TRUCKS SHALL BE CLEANED PRIOR TO structure. _ A -y4_ EROSION CONTROL MEASURE. STD. AND SPEC. 3.01. LEAVING SITE. a 9.WATER SEEPS FROM A SLOPE FACE: 1 i, "i � 1 : j____---= " - - 2. CONSTRUCTION ENTRANCE: INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE, AS NECESSARY, 2. INSTALL SILT FENCE, DIVERSION, AND SEDIMENT BASIN AS SHOWN ON THIS SHEET. I i �E Whenever water seeps from a slope face, adequate drainage or other THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.02 AND CONFORMS WITH THE 3. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S �; ° ' ---^ 7_ ' ' - LI . protection shall be provided. ', ;' 1 REQUIREMENTS OF THE EROSION & SEDIMENT CONTROL PLAN. CONTROL MEASURES. a o� 3. SILT FENCE: INSTALL AND MAINTAIN SILT FENCE THAT MEETS THE REQUIREMENTS OF STD. AND 4. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN SITE WORK. 10. STORM SEWER INLET PROTECTION: '� r. ° ` `, i �; E n SPEC. 3.05. THIS SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE EROSION &SEDIMENT ' ; _ All storm sewer inlets that are made operable during construction shall CONTROL PLAN AND ACCOMPANYING DETAILS FOR THE PURPOSE OF INTERCEPTING SILT -LADEN BLOCK 1 PHASE 2 o ! be protected so that sediment -laden water cannot enter the conveyance =:.0 ;�; a n � , � , RUNOFF BEFORE IT IS DISCHARGED FROM THE SITE. THE SILT FENCE SHALL BE INSPECTED AND 1. MASS GRADE THIS AREA (BLOCK 1) AS SHOWN. THE EXPORT SOIL FROM BLOCK 1 SHALL BE �^ to �•� system without first being filtered or otherwise treated to remove sediment. �; %� � �� °��*y ' MAINTAINED TO ENSURE CONTINUED PERFORMANCE. UTILIZED AS FILL FOR BLOCK 2. GRADING CAN HAPPEN CONCURRENTLY WITH BLOCK 2, PHASES 1B °( L,_ r a^1 I ..q" •',may r1 ,_„I 4. TEMPORARY SEDIMENT TRAP: A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN - 3. 11. STABILIZATION OF OUTLETS: w it � 1 I { m - L EMBANKMENT WITH A STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN ;; - ,� - °s 2. BLOCK 2 SHALL ONLY BE PERMITTED FOR MASS GRADING AT THIS TIME. Before newly constructed stormwater conveyance channels are made " n .1C tI , V +, j . firti TNI&- �,,.. RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED 3. AS AREAS ARE BROUGHT TO GRADE, MULCH AND STABILIZE COMPLETED AREAS. 0 L"�' f� - , �_ A operational, adequate outlet protection and any required temporary or SHIMP u rn SOLIDS TO SETTLE OUT. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SPEC. 3.13. TO BE 4. WHEN SITE GRADING IS COMPLETED, PROVIDE PERMANENT STABILIZATION. w o u c permanent channel lining shall be installed in both the conveyance channel ,,r x, Vi a- - -_ Q 2 U + CONVERTED INTO A PERMANENT DETENTION POND AT THE END OF CONSTRUCTION AS DETAILED. 5. WHEN SITE HAS ACHIEVED PERMANENT STABILIZATION, CONTACT ALBEMARLE COUNTY FOR'If �, and receiving channel. ENGINEERING u� m° `rJ - '� W) '. cn s 5. TEMPORARY DIVERSION DIKE: A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE b ouJ INSPECTION. UPON APPROVAL OF STABILIZATION, REMOVE TRAPS AND PERIMETER CONTROLS. I� f 3o` �" rn ;J O ti. i `'m-.vz----•. OF A SLOPING DISTURBED AREA WHICH DIVERTS SEDIMENT -LADEN RUNOFF TO A SEDIMENT : I ° W eF1 �q ��'I cl . a \, ; - ¢ ,.j f. •, 12. WORK N LIVE WATERCOURSES: LAND PLANNING -PROJECT MANAGEMENT i7+ 1 '•, . �. U TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE S 18 MONTHS. STD. AND SPEC. 3.09. THE GENERAL NOTES I sd ❑ g �� 1 i -,,_,, , QZ When work in a live watercourse is performed, precautions shall be taken o ° �� 6,,_1 Q _� %/ Q CLEANWATER DIVERSIONS WILL BE MADE STABLE BY THE USE OF VDOT LD-268 DESIGN to minimize encroachment, control sediment transport and stabilize the work 'i el" 1 o STANDARDS. 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING UNDERGROUND :m, . -o o; - - - _\ N /-� , „ area to the greatest extent possible during construction. Nonerodible 912 E. HIGH ST. 434.227.5140 _ m.. ) '---o, v��__,- _, _ 6. TEMPORARY SEEDING: TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN UTILITIES AT OR CONTIGUOUS TO THE SITE ARE BASED ON INFORMATION AND DATA FURNISHED TO �$� material shall be used for the construction of causeways and cofferdams. i N i a I m y CHARLOTTESVILLE VA 22902 JUSTIN SHIMP-ENGINEERING.COM U - 'gl, o, F / „a J1.1 i SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT FINAL GRADE BUT WILL THE OWNER AND ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS. THE Earthen fill may be used for these structures if armored by nonerodible IJ,4Io 1 I _,r:'_�• ` 1,.. ¢Zo + �I. ; REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. TEMPORARY SEEDING SHALL BE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF cover materials. .. - c-----• � - 0 a v r , .� pUp� °- 1 do APPLIED IN CONFORMANCE WITH STD. AND SPEC. 3.31. SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING ? 'I?' ---- = U % I ',� `~�.Im ° c o 7. PERMANENT SEEDING: PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON THESE THE ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR COORDINATION OF 13. CROSSING A LIVE WATERCOURSE: ;4°,J 4 p °1 O � ;L ' A,� z I„ a U- i, f, - - brt$ PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. THE WORK WITH OWNERS OF SUCH UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR THE When alive watercourse must be crossed by construction vehicles more , F. n Ti . ° 4 �h�, w ¢- -7 m-ti___._--c-' w PERMANENT SEEDING STABILIZES DISTURBED AREAS AND ENHANCES THE BEAUTY OF THE SITE. SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM than twice in any six month period, a temporary stream crossing �� I,,,, rI e f WI - ; a ft _'11 8. MULCHING: APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL THE WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO THE OWNER. constructed of nonerodible materials shall be provided. °° a .M `' h "} ` " ------ '' ti i ` OF VEGETATION. ORGANIC MULCHES THE CONTRACTOR SHALL CONTACT MISS UTILITIES OF VIRGINIA AT 1-800-552-7001 PRIOR TO SURFACE TO PREVENT EROSION AND FOSTER THE GROWTH AL 'Pc -1 ° � .I , mu ' - y LI 9 _ _ (STRAW) HAVE BEEN FOUND TO BE THE MOST EFFECTIVE. THE START OF WORK. 14. APPLICABLE REGULATIONS: C `` 6 I y�' 'k` L '' 9. DUST CONTROL: CONDUCT DUST CONTROL OPERATIONS NECESSARY TO MET THE REQUIREMENTS 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, UTILITIES, ETC., THE CONTRACTOR All applicable federal, state and local regulations pertaining to working in , ? i ;' n m --_-_ - _ __ OF STD. & SPEC. 3.39 AS REQUIRED TO CONTROL SURFACE AND AIRBORNE MOVEMENT OF DUST. SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. or crossing live watercourses shall be met. U Jul . SHIMP - a o 8 i,� ? : E " } 10.INLET PROTECTION: INLET PROTECTION MEASURES AROUND THE NEW INLETS SHALL BE PROVIDED ANY DAMAGE CAUSED BY THE CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE THE CONTRACTOR'S Li .45183 % '- =' 3 k L4 _ _ \, V' r,4i IN ACCORDANCE WITH STD. AND SPEC. 3.07. SILT FENCE, STRAW BALES OR TEMPORARY STONE SOLE RESPONSIBILITY TO REPAIR OR REPLACE. THIS EXPENSE IS THE CONTRACTOR'S RESPONSIBILITY. 15.STABILIZATION OF BED AND BANKS 7 +a" - ❑ T' -"'K \ ji _R `k6 R •s .,L APPLICATIONS SHALL BE APPLIED AS APPROPRIATE FOR CURRENT GRADE CONDITIONS. 3. REPLACEMENT OR REPAIR OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. The bed and banks of a watercourse shall be stabilized immediately after a'Z( ❑ it = '. f,, � \ . h a - ° 11. OUTLET PROTECTION: RIP -RAP SHALL BE PROVIDED AT THE OUTFALL OF CONVEYANCE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE STRUCTURES FROM work in the watercourse is completed. �0� o I _,• � 4,, i114 "S - CHANNELS, CULVERTS, AND STORM SEWERS IN CONFORMANCE WITH STD. AND SPEC. 3.18. DAMAGE AND COORDINATING WORK SO THAT THE OWNER CAN MAKE NECESSARY ARRANGEMENTS TO �`ss ONAL P.` I 0 y r�"-11 " '`, ,, �, s ' 4a -_ OUTLET PROTECTION SHALL BE INSTALLED WITH ACCOMPANYING STORM SEWERS AND SHALL BE 16. UNDERGROUND UTILITIES: ` I .. MODIFY/PROTECT EXISTING STRUCTURES FROM DAMAGES. All = :, \ � INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRED IF NECESSARY. ANT SEDIMENT BUILD Underground utilities shall be installed in accordance with the following ♦�� ;" �,, t' a, a I�1A✓'9 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS, ADJACENT LAND � � r ,rill � •, r ��- UP SHALL BE REMOVED. OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION standards in addition to other criteria: ! F' , " 4`6o� d` R. , - 1 _" PRIOR TO COMPLETING ANY OFF -SITE WORK. � n� i �,F �, % # CONSTRUCTION MAINTENANCE a.No more than 500 linear feet of trench may be opened at one time. =a _ °� ` . v .. „y5 V, 6. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY y P VSMP PLAN 0 a w'J11 P° ,- OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. nfi �nJ` I_ " " 4 Hf THE FOLLOWING CONSTRUCT ON MAINTENANCE PRACTICES SHALL BE FOLLOWED AT THE SITE. b.Excovoted material shall be laced on the uphill side of trenches u" ce � °- �__ \ '•, - s K. 7. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR P P ALBEMARLE q° ., „� r ,_, i Q L "rr`,g THE CONSTRUCTION INDUSTRY 29 CFR PART 1926). °` 5 V. I -••.,. . ' - ._ q "',� 1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAIN ( c.Effluent for dewatering operations shall be filtered or passed through m o „ e F _ $ m ° .,a-` -,,:, .-,- �. 8. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL BOUNDARIES, BUILDINGS, VEGETATION, AND °m� .. IDENTIFIED DURING THESE INSPECTIONS SHALL BE CORRECTED AS approved sediment trapping device, or both, and discharged in a manner EVENT ALL DEFICIENCIES BUSINESS OTHER PERTINENT SITE ELEMENTS. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES � g �y + - I - • - SOON AS PRACTICABLE. that does not adversely affect flowing streams or offsite property. 3 95��s "{^ °� J •. ;_ w•, , '�+' .• r 11 a BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER. " - u, ; 'rt z 2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING, DETERIORATION OR t A, . e H� 9: o ,�� ; •,J ,I, u n t ,: 9. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUBMITTALS OF ALL SPECIFIED d.Materiol used for backfillin trenches shall be properly compacted in order ' 7 %%L SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN THE %� z " 4- J`, °{r''%,rr`'"-` = i - . rn MATERIALS LISTED IN THE PLANS, TO INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS 9 P P y P CAMPUS ' . '%a , i .2 u d ° LEVEL OF SEDIMENT DEPOSITION REACHES HALF THE HEIGHT OF THE CONTROL. to minimize erosion and promote stabilization. `" AND LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE GENERAL AND WILL = _° h = " '' o .x v, �i�� a° 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS SET r .1 , ° %% rg , NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND ALBEMARLE COUNTY VIRGINIA I �S a Elir ^' ,, � � "J, I "moo u FORTH IN THE CURRENT EDITION OF THE VIRGINIA SEDIMENT AND EROSION CONTROL MANUAL, e.Restabilization shall be accomplished in accordance with these regulations. 5 ri r II I 0 ° "` y I - - r,, o _` i`" W,. °JJ °'' F, ° '� s OTHER APPLICABLE COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT FOR ANY ERROR THAT MAY EXIST. r a -d SUBMISSION: r'. .1" 1pm �. -u " _ W _, a .�" "' SPECIFICATIONS. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, f. Applicable safety regulations shall be complied with. u- u yy rY v „ , j hIp u " o °' F BONDS, AND OTHER RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. 1 %, . � c Al �y' f n T .. L° 4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD STAND OF GRASS 2020.12.23 % I v "_° ti ,. '' " ' � r S MAINTAINED. 17. CONSTRUCTION ACCESS ROUTES: ° m .'. ,., . ,, � l 1 + + F STORMWATER MANAGEMENT: +1 1 , '.; r - Where construction vehicle access routes intersect paved public roads . _,�7 ,. J , r L �= 5. AREAS WITH RIP RAP SHOULD BE REGULARLY INSPECTED TO DETERMINE IF HIGH FLOWS HAVE p p -1 , d w �' REVISION: : "' _ �f i«. HALL provisions shall be made to minimize the transport of sediment b vehicular `^ i '. % a l I 1 _ ° r .W DAMAGED THESE CONTROLS OR CAUSED EXCESSIVE SEDIMENT DEPOSITION. ALL AREAS S - - p p y ° c,. J t. s. I8 BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS E&S CONTROL PLAN. 1. PER DB 2168 PG 106 122, A PERPETUAL NON EXCULSIVE EASEMENT FOR THE trackin onto aved surfaces. Where sediment is trans orted on to a 1 2021.02.02 F. [ s° yt,' ; s'. "' "i`�, rl vlo,',, .,",,, l USE OF THE WET POND ON TMP. 76-54A1 EXISTS. ALL CONCENTRATED ONSTE public good surface, the road shall be cleaned thoroughly of the end of ) d r i ` ; 1 a ', k' RUNOFF SHALL BE ROUTED INTO MANMADE CHANNELS WHICH OUTLET INTO THIS P 9 y 2 2021.03.03 ,I �. sI IA � ENVIRONMENTAL CONTROLS each day. Sediment shall be removed by shoveling or sweeping and :• __, t ' WET POND WHICH WAS APPROVED WITH SDP 200100129 AND EXPANDED WITH transported to a sediment control disposal area. Street washing shall be . " , . , r, �° WPO 201500094. 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS TO allowed only after sediment is removed in this manner. This provision shall COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO 2• THE CHANNELS INTO WHICH RUNOFF FROM THE ROYAL FERN PHASE 2 apply to individual lots as well as to larger land disturbing activities. WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS. DEVELOPMENT WILL OUTLET WERE DESIGNED FOR A FULLY BUILT OUT SITE PER PAGES 6 & 14-16 OF THE SWM CALCULATION PACKET FROM SDP 200100129. 18.TEMPORARY E&S CONTROL MEASURE REMOVAL: 2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE USE OF EMISSION THE POST-DEV DRAINAGE AREA MAP FROM THIS SITE PLAN IS INCLUDED ON All temporary erosion and sediment control measures shall be removed CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUT -DOWN OF MOTORIZED THIS SHEET. within 30 days after final site stabilization or after temporary measures are EQUIPMENT WHEN NOT IN USE, AND ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE 3. THE WET POND IS CURRENTLY DESIGNED TO TREAT A TOTAL DRAINAGE AREA OF no longer needed, unless otherwise authorized by the local program PROJECT. 72.72 ACRES WITH 63% IMPERVIOUS LAND COVER. PER SWM CALCULATION authority. Trapped sediment and the disturbed soil areas resulting from the PACKET FOR SDP 2001000129, THE ROYAL FERN PHASE 2 DEVELOPMENT disposition of temporary measures shall be permanently stabilized to prevent FILE NO. EROSION & SEDIMENT CONTROL PERMITTING (LISTED AS THE HEISCHMAN WESTERN RESIDUE) WAS ASSUMED TO HAVE AN further erosion and sediment. 80% IMPERVIOUS AREA FOR WATER QUANTITY VOLUME. THE ROYAL FERN PHASE 18.004 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE EROSION AND 2 DEVELOPMENT HAS 42.7% IMPERVIOUS AREA, SO THE WATER QUANTITY 19.ADEQUACY OF RECEIVING CHANNELS: SEDIMENT CONTROL PERMITS AND MAINTAINING ALL EROSION AND SEDIMENT CONTROLS IN TREATMENT IS FULLY COVERED BY THE WET POND ON TMP 76-54A1. REFER TO Properties and waterways downstream from the development site shall be ACCORDANCE WITH THE PERMIT REQUIREMENTS. PAGES 1-21 OF THE SWM CALCULATION PACKET FROM SDP 200100129 FOR protected from sediment deposition, erosion and damage, due to increases EROSION & SEDIMENT ORIGINAL DESIGN CALCULATIONS FOR THE POND. REFER TO SHEETS SWM-1 in volume, velocity and peak flow rates of stormwater runoff for the stated FROM WPO 201500094 FOR REVISED POND QUANTITY/QUALITY DESIGN. REFER frequency storm of 24-hour duration. CONTROL NARRATIVE TO SWM-7 THRU SWM-10 FROM WPO 201500094 FOR REVISED POND DRAINAGE AREAS. 4. THE AS -BUILT WET POND HAS BEEN CONSTRUCTED PER APPROVED DESIGN FROM WPO 201500094. AS -BUILT WET POND INFO IS SHOWN ON SHEET C7. REFER TO "FIFTH STREET PLACE STORMWATER AS -BUILT" DATED 11/20/2018. w O NOTE: SWM PLAN ONLY COVERS BLOCK 2. BLOCK 1 WILL BE ALLOWED TO RETURN 'I TO A NATURAL VEGETATED STATE AFTER MASS GRADING IS COMPLETED. -- "50 \\ \ \ SEDIMENT \I / FOREBAY I I \ \ \ \ \ \ \- ---\ \ \ \ \ \ \ \ I I CLUBHOUSE _ _ FFE=439.80 d l } ljzr/ \ /\ \\\\\\\\\\ e -- - - -- --- _- -/-- --/- ,- - - - - - /------_43- /to 0 o' 1 -7 ' jQ / ----------- - - - - / I \ I \ I I \ I q £ I h\ ED / rn o,d / o/ ------ _---` \ ------------- \ I I I 1 H 408.45 __ 407.8] P ♦p \ \ \ ^\ \\ i I i i I /08.63 -y0x24--408.0- H08.04 HP 49 '°HP yaz,77 \\ __- .HP ---07-88`-T� 40817 Hw QS1T--385.74 1 4.9 \STNDA��PI///FjP\ \ \\ \\ \ \ HP •a0bs \ \ \ \ \\ I \ \ \ } IIC403.85 \ 1 \ 4p8.4a I \\ �I (�395.�� 1 I I I \ \ II V 04JT=386.\53 1 I \�398.21 aoa.]a HP. \ \\401. _�9]12 408.7x 40"8v ---.'099.07 WET POND WATER /�" I \\\\\\ \\ \ �yc. ]2 ��es-4-onv- ' \ \ \ "�+ a0 1 / 1 II I I I I II �II I 1 1 I QUALITY VOLUME / / / \_ \ \ \\\ \ \\ `aoesa aoe.31 hoaza r . 68 +oe,67 497'0 6,848 CY ,5o�,i / \ 1 A vv\v�v w aoasl� 4oea5./ / �, .a09.n �n.es ,M03.74 .c / I $a05. 41 a 9.31 '414.70 + �i2.53� 1 I I \ I I 1 11 .410. 1 \t 11 \ I \ I I I I II II /i' / �' \\ \�9� 1 >os 0r wo9.75 I II I 08.16 x II / - - - - - 1 1 I 11 I I I I I \ \\ l / 7. \ \"?Nib \ 445.5\-- 11 v/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o ------------------ ----------------' - - - 440- //- `� z ---------------------------'' --- _ o --- q -- --- ___-- ____---- - - - - - - - - - - - ----- - \ nnI1TC F31 (5TH ST) \ I STATE U - -- -- ROUTE / 31 /6 (5TH ST) / WET POND REQUIREMENTS WET POND NOTES THE WET POND DESIGN THAT INCLUDES TREATMENT FOR THE 76-46A CURRENT POND & 76-54 PROPERTIES WAS APPROVED WITH SDP 200100129 AND SDP200100129 WP020150094 TOTAL REQUIRED EXPANDED WITH WPO 201500094. ITEM DESIGN DESIGN AFTER AS -BUILT (A.B.C. REQUIREMENTS REVISION WP0201500094 INCLUDED) THE WET POND WAS ORIGINALLY DESIGNED WITH SDP 200100129 TO TREAT 60.26 ACRES 0 CN=89 AND ASSUMED THIS AREA HAD A DRAINAGE 60.26 AC 0 ADDED 12.46 MAX 72.72 AC 0 71.83 AC 0 LAND COVER OF 63% IMPERVIOUS. THE ROYAL FERN PHASE 2 SITE AREA CN=89 AC 0 CN=86 MAX CN=88 CN=79 WAS INCLUDED IN THIS AREA. FOREBAY 528 CY 174 CY 702 CY 714 CY WPO 201500094 ADDED 12.46 AC. DRAINAGE AREA FROM THE "FIFTH ADDITION ST APARTMENTS" PLAN TO BRING THE TOTAL POND DRAINAGE AREA TO 72.72 AC 0 CN=88. WPO 201500094 SHOWS THE REVISIONS TO QUALITY 4220 CY 828 CY 5048 CY 6848 CY THE POND TO ACCOMMODATE THIS EXTRA AREA. THIS DRAINAGE VOLUME ADDITION AREA LISTED IN WPO 201500094 STILL INCLUDES THE ALBEMARLE X BUSINESS CAMPUS BLOCK 2 SITE AND DID NOT CHANGE THE DESIGN NORMAL WATER 396.50 396.50 395.78 AS -BUILT 395.78 40 0 40 SO 120 ASSUMPTIONS FOR THE BLOCK 2 SITE. THE POND DOES NOT TREAT LEVEL PROPOSED AMENDED BLOCK 1. EMBANKMENT 408.20 408.20 407.83 AS -BUILT 408.03 THE POND AS -BUILT INFO, AS TAKEN FROM THE SWM AS -BUILT FOR TOP PROPOSED AMENDED 0 LOWEST Scale: 1�°=40' WPO 201500094, IS SHOWN HERE. ACCORDING TO THIS AS -BUILT, THE POND WAS CONSTRUCTED WITHIN THE DESIGN PARAMETERS F100 YR WSE 405.69 407.18 406.83 AS BUILT 406.83 APPROVED IN THE WPO 201500094. THE POND REMAINS ADEQUATE PROPOSED AMENDED TO TREAT AND CONTROL THE RUNOFF FOR WHICH IT WAS DESIGNED. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I[1 SHIMP a Li c .45183 0SILI4v�I ��IONAL VSMP PLAN ALBEMARLE BUSINESS CAMPUS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.12.23 REVISION: 1) 2021.02.02 2) 2021.03.03 FILE NO. EROSION & SEDIMENT CONTROL NARRATIVE Cil \ � f \ \ / I I \ \ \\ \ 00 vI /' / PARK AREA CAN BE USED FOR TOPSOIL 00fi / ' / ' / / WASTE. PROTECT WITH !' 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HIGH ST. 434.227.5140 \_- / _ _ /V '--------------------- �\ \ \ \ ---1 - c---- \ ------- \ \--�-- �"T—==� --/ — ,—,7.--/ I� / I I � � _ \ \ � � \ / \ � / �- _ r � ♦ 6 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM \ \ \ �--\ \ / ��c- \ \ \ \ \ / / / CY 00 8AS Nk4 I/ 00 401/4p \A-R\F-:A I > \ f \ �\ / \ \ ADD �` V � ■� = I ` - PS \ \\ \ \\ \\ RSO % I /' \ + /� 100 J \ \\ \ O��\ ^ �Lic 45183MP \ \ > 27C ` AREAS 8. �0-- •� v 440 \ \ \ 7L -07 I I ^ 27B \ I \ \ \ \\ / I s•� _ DD\ o c 70, \\ _ I L— �/ /� , \ _ ,-- -- -- _, PHASE 1 A------ -- 30 X D =sS tiN \I I� j L s= IR.1� s l== S S S I sS S I s ��f s= S S s Ids I s I s I� I s I S I �+ �I s s s��-+ s s s s s s s sT� s I)�is S 1 \ 1 \ ��N� n 4.� i PHASE 1 B--------- i `\ \�y4%°1�04 D\\ —' i /' ��I / / / VSMP PLAN I _ - - f - . !--------'- - - �30 \ ` ' 42s.1 ALBEMARLE l — — / / \ INV.IN BUSINESS - V147-Q1 '4 } --lt -\- -� \\\ ISO DIS�TURBAN�E /9---------------- _ _ _ - - --- I 411.31 46'��J! \ - — \ DRAINAGE) / J / / / //' / __--- / \ \ PIPE TR I // , / '/ S N MH TBR / / - - NO IISTURRBANCE CAMPUS / \ x ` — — — , _-- / / / // % / ' / /---------- __— __ / o ' ALBEMARLE COUNTY, VIRGINIA / / \------------------ _ '-4-- -x—x _ / / / , / _--- I �6� SUBMISSION: \ x.- —x— —Xr—x--x —z — x —x—x ='x —x x ,x \\ \ \ \ / , '/ / --'- -tEM 17.63 LF �\ \ S ----PAVED PATH TBR AT — —------- / x �x x \ \ \ FE � / ' / - - A� 420 OF CULVERT — ` 2020.12.23 .�BLOCK 3 8r4 = — — —_ — — - - - _ s, —x D \ \ I DEMO 47.O0.ILF -� ' pLP REVISION: o --- ��rtsTaucT�ne� — — — — os �x \ �- �.. 02--------------- �\ \ M AT�'q x C N;; \ 6F �UIVERT l0 / 5 ---' ' ON:-\ \ 5p1 '! '----------- \� 1) 2021.02.02 \ \ �44 \ \ — i I i Jl /i'_---- 2)2021.03.03 \\ o�w \ -x �x�-�---- [ \4NC/.911T= N - _ IPJV.)�I x yJ— i 41 z 7 SEQUENCE OF CONSTRUCTION - PHASE 1A n _ \\ \\ 1. INSTALL CONSTRUCTION ENTRANCE OFF OLD LYNCHBURG RD. TRUCKS SHALL ° \I \ ` BE CLEANED PRIOR TO LEAVING SITE. /l GUAROR \ \ ---- y\' ` \ 430— — - — / ,I I FILE NO. /// ♦ --' 2. INSTALL SILT FENCE, DIVERSION, AND SEDIMENT BASIN AS SHOWN ON THIS //' co SKrnu �& 4eR AT — = 18.004 SHEET. NOTE: AREA IN PHASE 1B WIILL NOT DRAIN TO BASIN IN THIS PHASE. / 27� �nON BASIN WILL BE OVERSIZED IN THIS PHASE. / �/ \ —40\ ---'— � \ ----- '/� � � -440_ , � EROSION &SEDIMENT 3. DO NOT DISTURB AREA IN PHASE 1 B. ABED A rl-f CONTROL PLAN BLOCK 2 / 3. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND / ST D445.08 °"SKu n NCR ar I `I I \\\I` \\ \ \ PHASE 1A / APPROVAL OF ALL E&S CONTROL MEASURES. ATE / 4. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN MASS GRADING IN ROUTE 6 lH S a 5.22T ` 30 0 60 PHASE 1A AREA. PROCEED TO PHASE 1 B WHEN 1A IS LEVELED OUT TO T ST) scale: > "=30MDTFq \ \\ C 12 - SMOOTHLY DRAIN INTO BASIN REFER TO GRADING ON C13 . �_ a q��c i �� 1� /�V ,✓ /� / //�/ / ,/ '00,loo % I I IIII I III I III I I / II I I I I /Xo 1� PARK AREA C�"` USED F S)OIL III I i i i f \ \ \_� /' / ; /' //' WASTE. PRD WITH !' z\r\x III 000000 '� SILT FENCE AS D. / on S I I I - Da // S I I j I / / - - / \ /- //'/'/i' /' /� / / / / // / / SFi / r - / / / / / / // I �� / I / .� aa�lr��EM1� �� S S S t !• !t !t t �� --� /' /�/-i//////' — — �� W� /------------ — 00 _ _ O l— — — — — — — — — — — -----' — /� / ------ = o _ _ � / / / / I DI RIM '------- ' AN*------ / / ;gP —--------------------- _ — , //// PS � // /// // �/ / / 408.0 I I I I �NV N�� i� _ _ / /' //// ! / 36i' RCP 4051 \ — — — — — _ — T V / >1A' -------- ---- — i--'^^--- //'' �' �' VYD — ///' /// I '' '' /'' ��'' O 11 II I / � \ ___--_ --_ ---_-- -- "�\_-- '—^' _''i' / / � 440 ----------------- "ell/' / T I FT / �� I L / / 9 If c0 0 III II � II II II -�� / ,'____---� � �' — / I I I I I I \VI I I I 0 I I / / / / -- —__ \ — — — _ / I \ ' /' /' / / �� ,' I ,/ ,/ / / // /✓ /' O9 ,' / / /- w —w 57 Q I I I I / A � \ \ \ \\\_-- ' - D m \ / N"� '— `� � \ _ -BUMF-POND OUTLE I-- --- --- - P w --AROUND STORACp�\\ \ — / 0 /\ / // O `\ _--FOOTPEUN f DURING \ \ \ - IVIU / , _ - — — 160 / X oco I 24" f — I i ` \_ — _FOOTPkINT�GC�VATICON r / ----// / — — — / '' 1 — � ' �' I-Tl17 I III I 1 / I I I OP 11 \ \\ \_ _ __— �\\\\ \ �\✓ //\\ \ /' OII II II I II 1 /' \— r \\ ///\\\\\ \�,/'\\ / / /' 28 I o/ �\ N I cP / j4 / t / / N PSIf 0000 W r■ \\ \ T \ R \\ \\ U 11\\--\ \\\ \ \\ \\ \ \\ ~ \ \ \ \ e \ll/- —_—_ --_' \ /4`L // i I I I I I / /' / // / / /'' 100 AI Mir iiiis no, oils sm*\Mn ow 280 ow WASH RACK \\ \ / \ \\\ \\ \\ \ \\\ \� \ r�� --_— \\ \_�420/,/ // I I / / ' � "t � � � �/ ' //' /' 265X N no J DRAIN TO / \ / �\ _� \ \ �— / -----\�'---1— ---- -- ' ---�-- \ — \ \--- ---�-- r■ \ \ \ \ — —f r----- \ \\ - SHIMP C --,PRIVATE \ \/ / \\\ \ DC / Z7B 4 p ♦ / - -\ \ \ \ STREET— \ \ / \\ \ \\ \ \� \\ - - / /' '/ \ ' '' / /'' ♦ D ---------------------1----------c-- 1---------- --� - 1 - - —� \- 28 �� —+-- —1-- 1 ENGINEERING2. o WD _ D LAND PLANNING -PROJECT MANAGEMENT �430� BIN '111 °\-' yy_,_'/ I ` 912 E. HIGH ST. 1*4.227.5140 I \ \ \ \ STAG ,\^'\ ,/-'� 1 \ \ \ \ \ \ \ _ _ /00 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM V 1`AVt# �� :A \� \`�D I \\ --- �' I I \ 428 / \ \ \ \ \ / I \ I \ / / \ \ \ \ \ \ \\ \ \ \ / - \ 1 /�\\ I /> \9 \ �' ADD 1\ �m I \\.27B \\\ PS \\\ i \\\ \ \\\ \\\ , \\\ ) wo 27C, \\ / // / /' AREAS 4\\ A — — 3 �\ \ \ \\\�— j /440_ V / ' / \ \ ` \ Qs \ — ---4 _, °� �� i �/ / /' ' /' \ ------ —'/ \ JU . SHIMP �0 Lic ' `45183 fsDf( I I 6 '/ / -` \ \\ \\ \\ \\ / ` ' ---\__ 34 — — /430' //11 \ 1 Rlt `sSIONAL tiN 100 25.7 __ INV.IN — \\\ / I 1 // /� // / / 6 ' — I I f 411.3( , VSMP PLAN __ ----- f , A - __ --- MU ___---- 1 ALBEMARLE r - - / / ---- _ _ \ / ------------ I „� lIp BUSINESS DURI_ , I CAMPUS PHASE I 1 \\— \\\ \\\\ \\\ \\\ \ B INLET -- \ I II ALBEMARLE COUNTY, VIRGINIA YF /I EX. ASP ALT PATH TO REMAL�V IN THIS PHASE _ _ \ \ \ — S \ _ \ \ _ \ \ - - - 2020 12 23 �1>sI1s1>s1>sI�I>s1>sI >s1>_I�d �� I \ \\ \\ / II I 1 I � �.. T ask \ \ \ \ as \ \ / \ G 1 I I I D �H l I „ -- \ _ V. o��--- \ \ \\ r \�- REVISION: ►BASIN D.A., / _ , , - -\ \\\ ___---__ I 1)2021.02.02 \ / 2) 2021.03.03 ,�► �� ALT Pq,H.hj \ _ _ '\_ - \\\ --- J l i < m f SEQUENCE OF CONSTRUCTION -PHASE 1 B / IN THIS 'SPHASE E\\430 = _ �J ' 1. DEMO PORTIONS OF EX. 36" RCP STORM SEWER (NOTED ON PREVIOUS PLAN // ��"'�' 4,y�. \\\'/�44p_ --- -- - SHEET) AND INSTALL STORM SEWER B2 - B4 CONNECTING THESE TWO 36" �� , `4SINDA — �� FILE NO. / OFFSITE STORM PIPES. / D1 = iim \ 18.004 2. BUILD MANHOLES UP, LEAVING SMALL BOWL -SHAPED AREA WITH NO OUTLET ST E j�oU1 425.22 �� `\ \ AT 445.0 T— / 3. USE A PUMP TO DRAIN THE AREA AS THAT BOWL IS FILLED TO GRADE. E 63 (5TH S 42s.22 \ EROSION &SEDIMENT PUMP RUNOFF INTO THE SEDIMENT BASIN. MAINTAIN PUMP UNTIL THE SITE T� CONTROL PLAN BLOCK 2 / GRADING NATURALLY DRAINS THIS AREA (USING DIVERSIONS) INTO THE BASIN. -�-�-- F9 \ PHASE 1B / 4. BEGIN UTILITY INSTALLATION IN THIS PHASE. 30 0 30 60 90 5. USE IMPORT SOIL FROM BLOCK 1 TO BRING BLOCK 2 BROUGHT TO GRADE f AS SHOWN IN THIS SHEET. WHEN GRADE IS ACHIEVED, PROCEED TO PHASE 2. _ I Scale: 1"=30' Cl �// W PARK AREA C�"E 1I 1 I I I III I / /' ' / I \ \ ` /'' / / / ' / ' / \ / \ \ / % ED FOR TOPSOIL 'WASTE. PROTEC WITH ! // / I SILT F 1 f I DD I III I SA Iif 430— \ \ / ,/ /' / / / 0 NECTS J A13111l E PIP w \ ' / / / I r,( I I ST RM --------_ / _-- 1 \ \ O \----------'------- / i / ,/ ,/ /�// / / I V. OUT I 4 RIM= \ i------- _ _--- / i = MH 408.0 I I 420.82 NV=48.664 �$ �O /// /,/ry� / �/ �� / t C 0V.2 / I / � 45 0, 440 IP ------ _ IN � 1 I 0 ' NEC 0 EXIS TERLyNY,fyME 4' WL1 / / / J w fw — \ \ �\ V I I I'\ I i I �I I / / \ \ 18" HDP� I I I 1 I I I � \ --_ —_ / �--- � / /--- � I // / —l�//' / pis ��' re, uy 31* _ 6� /' / � _ / o / /\ > CD — -i d \ \ — / e I / I p DC \ \ / \ N Dr�O / I \`\\\�� \ \\ \\\ \J L � \ \A\S.E\ FH _ WAl`EP, \` LINE W P\ \ A STO \C6 �� BA IN GNNEGTS R _ _ , �- - SHIMP / \ \ \\ PRI�YATE \\/ / ----- \ \ TJ /� _ / ' 440 _ / / / TO EXISTING P \ \ \ \ / \ \ \ \ , , // �� i - EXI WATERLINE — 8' D1P WATER LIN€ `\ \ \ D\IP' ATE / —w —w w w w w w -7w —w �vr--w--w w 4— w — —W �W —w w —\v\ w s \ �w i —w �w —�\\ \ w �\ �\—M\ w � v`—w W y w �w w w —w w �v —viv �+ —� / £ E 6° DIP \\\ \\\ \`\ \\ \ \\� \\�s \\ ' \``_\\ \ \ \ `\ `\ /i' / .0 I ' I 108 P LI ,FH ENGINEERING = I I A _- , I I I I D LAND PLANNING -PROJECT MANAGEMENT IP 1,4 \ / i 912 E. HIGH ST. 434.227.5140 63Z 1 I I 1 \ \ \ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM \\\i�C--� \\\\\ B q ��TP ASE AR A� 8.20 o� m \\ s 4'° B3 / \ JLJ SHIMP a Li c 45183 PS '/ /'' \` e I4 11.31 N�\T� NV.IN __---- --- \B1 VSMP PLAN /B LD ALBEMARLEASE u BUSINESS CAMPUS oq --- ALBEMARLE COUNTY, VIRGINIA It EX. ASPHALT PATH TO RE IN THIS PHASE _ ' \_ \ \ \\ \ % r'--------- , G/ N I i SUBMISSION: _ a \ _ -- — \\ P �° —= 1 I\I fz= I , \ Qm I 12020.12.23 6 I1 REVISION: I1 o ►BASIN D.A.DA III I o o I I 1) 2021.02.02 ASP►IALT p 2) 2021.03.03 A I� — _—_ ----- 1 I I co ONNE-S NIN THIS ASE SEWER / SEQUENCE OF CONSTRUCTION - PHASE 2 - '' 1. CONTINUE TO USE IMPORT FROM BLOCK 1 TO ACHIEVE INTERMEDIATE / / \t \\ \" —44 ° _ GRADING SHOWN HEREIN. COMPLETE UTILITY INSTALLATION IN THIS PHASE. B �y.8 — — \ FILE NO. 2. GRADE MAIN STREET FIRST. BRING ROAD TO GRADE AS SHOWN. MAINTAIN / 01 — _-----'' AS/� A18.004 .� , \ SEDIMENT BASIN UNTIL ALL UPSTREAM GRADING IS COMPLETE. BASIN CAN ONLY STgT 445.08 `\ \ \ BE REMOVED AFTER ALL SURROUNDING MASS GRADING IS COMPLETED AND ROUTE 63 � 425.22INV.OU` \ \\ ' - � �•L-, Al � \ \ � EROSION &SEDIMENT CONTRIBUTING DRAINAGE AREA IS STABILIZED. // (5TH S=� `�' \ \ CONTROL PLAN BLOCK 2 3. BUILDING CONSTRUCTION SHALL BE PHASED AS SHOWN. BUILDING PHASE 1, �F9 \ \ 3, & 4 SHALL OCCUR DURING EROSION CONTROL PHASE 2. SAN MH _— ---'' PHASE 2 ni 4. MAINTAIN PERIMETER CONTROLS. WHEN BUILDING PHASES 1, 3, & 4 ARE I0B437 89 so o so so so / COMPLETE, PROCEED TO EROSION CONTROL PHASE 3. BLDG. PHASE 2 IS IN __--- --- ^^ _ Scale: 1"=30' BLOCK 1 AND IS INDEPENDENT OF SEDIMENT BASIN REMOVAL. 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HIGH ST. 434.227.5140 f /--\ I \ 5677 v I I \\ \ mow/ I:�� A i4 �■Y■■ I � A.. - CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r\ \ so I I 3 L__J \\ \ s —sII I 5� \\\ \\ \ s \\ a\� \\ / / I / I `\\ I I 3790 I � •� s 5�2 � L II ( col ----- $°I° SHIMP a 5740 5�1 \ 5485 �' / / / I I 1 // - ---I \\ - - -\\ LiC 45183 74 II I '\ r II I/S , I e TW�IIII • R°— �-� —8— �a—e _— -- - -_o -1- -_ - -- —'— r_�__-- _ — I- -_-_ -®--- — — ---I' �I ' / \ \T B,\ ` VSMP PLANwS.2sT 5 LDG OETE ALBEMA RLE RE7AN G WA PH A/SE // Imp, HEI 157ss s - -___=-__- -_____ - BUSINESS-_= -- --- l�.� — — — `\ \\ ONCRE�E _ I •.39 "0�38 - _-_ _- I 4 I 82 \ \ I C _ `v �TAINIRC WALL �4 ?�5 4x L _ 1v� / I _ -7 I Y RS 1 1A A\ CAMPUS c - -/ \ \ MAX�kiEIGH�� - L 7 \\ 1\ '\ ------- — — OS \ y oo� \\ "°;� ------ , ALBEMARLE COUNTY, VIRGINIA I �9�95 \, 52° 6ERF�`iE _ 51� \ \\� r -- i SUBMISSION: \ I� \� t��_ \ \R� WAL — a4 \ \ \ \ \°! \ \ \ ,�i J< /I�\ — — 1 I 131�° \ \ \ _ I 2020.12.23 0 yi II REVISION: 1) 2021.02.02 SEQUENCE OF CONSTRUCTION - PHASE 3-- \ --- /' 1. INSTALL ADDITIONAL CONTROL MEASURES AS SHOWN FOR FINAL GRADING / \\''_440_ 1 AND CONSTRUCTION OPERATIONS. B �\ FILE NO. 2. WHEN ALL AREAS OUTSIDE OF BLDG PHASE 5 ARE COMPLETED AND / ----'/ �'18.004 STABILIZED, BACKFILL SEDIMENT BASIN. USE HOLE LEFT BY BASIN AS A AT RoU\\ \\`\\`\\ \ SEDIMENT TRAPPING MEASURE AS BACKFILL PROCEEDS AND PUMP ANY WATER TE 6j 1 CSTH ST ' yl F \ \ \\\ EROSION & SEDIMENT THRU A SILT SACK TO DEWATER AS FILL IS PLACED. MAINTAIN PERIMETER a��0 CONTROL PLAN BLOCK 2 CONTROLS UNTIL CONSTRUCTION IS COMPLETED. F9 \ \ 3. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION ---' PHASE 3 i OF ALL SLOPES AND GRASSED AREAS. /'— --- so o so so so — -- / 4. WHEN SITE HAS REACHED STABILIZATION, AND PASSED FINAL INSPECTION, �''� _--^^ cL.JJ � —�'' scale: �"=so' c 15 REMOVE PERIMETER CONTROLS. - CONSTRUCTION OF A SILT FENCE 1992 3.35 (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. =1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SILT FENCE (SF) W. WIRE SUPPORT Not 'ro Scale SILT FENCE DROP INLET PROTECTION 2 X 4' WOOD FRAME 1.5 DRDP INLET i ,,NERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION 17 I I %I' MIN. IIIII DETAIL A 3 INLET PROCTION IP) C16 Not To Scale �la I ® 1111� PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE SOURCE: CONWED PLASTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC PERSPECTIVE VIEW METAL FENCE PLATE. 3.1 —1 TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES; MULCHES: NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 1� - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 Ibs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.* Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. Source: Va. DSWC 5 MULCHING MU C16 Not To Scale TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Dilution Type of Adhesive (Adhesive: Water) Nozzle Anionic Asphalt Emulsion Latex Emulsion Resin in Water Acrylic Emulsion (Non -Traffic) Acrylic Emulsion (Traffic) Application ^ Rate STONE 70' MIN. CONSTRUCTION ACCESS � 3" SM-2A ASPHALT TOP COURSE 2% 2% STONE CONSTRUCTION ACCESS — MIN. 21A AGGREGATE BASE PROFILE 70' MIN, ASPHALT PAVED WASHRACK 1 2% 12' MIN.* t POSITIVE DRAINAGE *MUST EXTEND FULL WIDTH `-- A� I TO SEDIMENT OF INGRESS AND EGRESS + OPERATION TRAPPING DEVICE PLAN 12' MIN. FILTER CLOTH 2% EXISTING PAVEMENT SITIVE DRAINAGE SEDIMENT 1PPING DEVICE A nnilrumun water tap of 1 inch Must be installed a7th a i niuunnlnt 1 inch ballcock shutoff valve suppl}ti1n� a wash hose ayth a diameter of 1.5 inches for adequate constant pressure. Wash water un3st be carried away front the entrance to an approved settling area to remove seduuent. All sediment shall be prevented from entering storm drains, ditches or watercourses. PAVED WASH RACK NO SCA_E 7:1 Coarse Spray 1,200 12.5:1 Fine spray 235 s PAVED CONSTRUCTION ENTRANCE PCE) 4:1 Fine Spray 300 C16 Not To Scale SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 7:1 Coarse Spray 450 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 3.5:1 Coarse Spray 350 6 DUST CONTROL C16 j Not To Scale TABLE 3.31-C TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES !!qq SEEDING RATE NORTH" SOUTHb t3 PLANT SPECIES 311 511 8/15 2115 5/t 9/1 CHARACTERISTICS Acre 1000 a to to to to to w 4/30 8/15 1111 4130 9/1 11/15 OATS 3 bu. (up to 100 lbs., 2 Has. X - - X - - Use spring varieties (e.g., Noble). saliv a va not less than 50 His.) RYEd 2 bu. (up to 110 lbs., 2.5 His. X - X X - X Use for late fall seedings, winter Secale cereal not less than 50 His.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 lbs. approx. 1 lb. - X - - X - Warm -season annoai. Dies at first Setaria italics frost. May be added to summer mixes. ANNUAL RYEGRASSc 60 His. 1'h lbs. X - I X X - X May be added in mixes. Will Lolium multi-aom al now out of most stands. WEEPING 15 His. 5'h on. - X - - X - Warm -season perennial. May LOVEGRASS bench. Tolemtes hot, dry slopes (Erarrostis curvula and acid, infertile soils. May be added to mixes. KOREAN 25 His. approx. 1'h X X - X X - Warm season annual legume. LESPEDEZAc Its. Tolerates acid soils. May be (l.esoedem sti ulacea added to mixes. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. c May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. w - May aQ be planted between these dates. C11 Not To Scale Y SEEDING (TS PERMANENT SEEDING SPECIFICATIONS February 16 through April 30: Kentucky 31 Fescue — 128 lbs/acre; Red Top Grass — 2 lbs/acre; Annual Rye — 20 lbs/acre. May 1 through August 15: Kentucky 31 Fescue — 128 lbs/acre; Red Top Grass — 2 lbs/acre; Foxtail Millet — 20 lbs/acre. August 16 through October 31: Kentucky 31 Fescue — 128 lbs/acre; Red Top Grass — 2 lbs/acre; Annual Rye — 20 lbs/acre. November 1 through February 15: Kentucky 31 Fescue — 128 lbs/acre; Red Top Grass — 2 lbs/acre; Winter Rye — 20 lbs/acre. MULCHING SPECIFICATIONS: Straw or hay at a rate of 2 tons/acre. Must be anchored. Spread with mulch blower or by hand. LIME AND FERTILIZER SPECIFICATIONS: Lime and fertilizer needs should be determined by soil tests. Soil tests may be preformed by the Cooperative Extension Service Soil Testing Laboratory at VPI&SU, or by a reputable commercial laboratory. Information concerning the State Soil Testing Laboratory is available from CITY Extension Agents. Under unusual conditions where it is not possible to obtain a soil test, the following soil amendments will be applied: For Permanent Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 1,000 lbs. per acre of 10-20-10 (10 lbs. per 1,000 square feet) or equivalent. For Temporary Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 600 lbs. per acre of 10-20-10 (10 lbs. per 1,000 square feet) or equivalent. LOW MAINTENANCE GROUND COVER: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) For slopes steeper than 3:1 grade, Mix the fallowing seeds at 30 lbs/acre each, along with EC-2 Matting: Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoporium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghastrum nutons). 1 JU SHIMP a Lic P 451/83 .oIf l wk VSMP PLAN ALBEMARLE BUSINESS CAMPUS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.12.23 REVISION: 1) 2021.02.02 2) 2021.03.03 FILE NO. EROSION & SEDIMENT CONTROL DETAILS 11� 4 SAFTY FENCE SAF (9)PERMANENT SEEDING PS j 6 Not To Scale C 16 Not To Scene C16 PIPE OUTLET CONDITIONS A TACKWELI ALL AROL #6 X 1 SPACER (TYPICAL INFLOW EXAMPLE PLAN VIEWS OF BAFFLE L 0 CA TIONS IN SEDIMENT BA SINS D/2 NO SCALE IISER NORMAL POOL NORM"' ^^^' MULTIPLE SHEETS OF 4' X 8' X 1/2" EXTERIOR PLYWOOD OR EQUIVALENT L = TOTAL DISTANCE FROM THE POINT OF INFLOW AROUND THE BAFFLE TO THE RISER. RISER BAFFLE MIN. 6" ABOVE RISER RIM RISER RIM ELEVATION: 420.0 6"GAP 3 BAFFLE DETAIL C17 Not To Scale A 0 0 O O PLAN VIEW 54" PRESSURE RELIEF HOLES 1/2" DIA. A MIN. )RT BAR SI, REBAR MIN B OTTOM OF BASIN: 410.0 POSTS MIN. SIZE 6" SQUARE OR 7" ROUND. SET AT LEAST 3' INTO THE GROUND. TOP STIFFENER (IF REQUIRED) IS -X-X- ANGLE WELDED TO TOP AND ORIENTED PER- PENDICULAR TO CORRUGATIONS. TOP IS -GAGE CORRUGATED METAL OR 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. CYLINDER IS GAGE CORRUGATED METAL PIPE OR FABRICATED FROM 1/8" STEEL PLATE. NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. SECTION A -A ISOMETRIC ANTI -VORTEX TRASH RACK 435 430 425 420 415 410 gig U•1 1111011111111MMM 110_12 �:1p111�TL11:7YE�:FTN:�--- E111! --- J .i• --mmuV11E3ii1I II -ram ��.�ITlilli":11 m,W I M 1 I I 1 -_ I --- 1 --�I 4% 00 10+50 11 +00 11 +50 12+00 12+50 1 ) SEDIMENT BASIN PROFILE C1 ] HOR: 1"=40, VERT: 1"=10' TOP: 424.0 DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 2.0' f MIN. 3.0' MIN. 0.5'� MIN. 1.0' Std. & Spec 3.14 Riser DA Wet Wet Dry Dry Vol. 25 Yr Embank Side A B C Elev. (Acs.) Vol. Vol. Cy Vol. Cy WSE Trent Slopes (Req.) (Prov.) (Req.) (Prov.) Height 410.0 414.0 416.0 420.00 8.20 549.4 995.0 549.4 1905.0 422.00 14' 2.5:1 SEDIMENT BASIN DESIGN TABLE NOT TO SCALE RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP I TACK WELD PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER VARIES (SEE CALCULATIONS IN \ APPENDIX 3.14-A) DEPTH VARIES AS REQUIRED FOR" DRY " STORAGE WET FERNCO-STYLE "COUPLING STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MI IMUM, DIAMETER VARIES (SEE CALCULATIONS IN CORRUGATED METAL RISER APPENDIX 3.14-A) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE *DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 435 430 425 420 415 411 3+OtO5 TYPICAL GRAVEL STRUCTURE 7 ARIGHT OF WAY DIVERSION (RWD C17 Not To Scale EC-3 OR SILT FENCE MATTING KEY IN 6" 10% SETTLEMENT 0.3' FREE BOARD, DEPTH W. 3:1 TYPICAL CLEANWATER DIVERSION 8 � CLEAN WATER DIVERSION (CWD C1 ] Not To Scale VEE-SHAPED DIVERSION Source: Va. DSWC Plate 3.12-1 9 ) CHANNEL DIVERSION D C17 Not To Scale TEMPORARY INVERSION DIKE _Compacted Soil 18" min. <-Flow 4.5' min. /BOLT 1 o DIVERSION DIKE (DID)21SER TO BASE 1 C1 ] Not To Scale 3d r l.,e�Iv vlr, rr PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL 0 % 0 d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. DRIP LINE SNOW FEN BOARD FEN 11 ) OUTLET PROTECTION TABLE (OP C17) Not To Scale CORD FENCE CORRECT METHODS OF TREE FENCING j 3do (MIN.) 'IPE OUTLET TO WELL IEFINED CHANNEL SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM JSHIMP 4ZL5183 .o1/ Ow� a VSMP PLAN ALBEMARLE BUSINESS CAMPUS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.12.23 REVISION: 1) 2021.02.02 2) 2021.03.03 FILE NO. 00 CORRECT TRUNK ARMORING EROSION & SEDIMENT 4 TRASH RACK DETAIL 5 DEWATERING TUBE DETAIL s RISER BASE DETAIL TRIANGULAR BOARD FENCE CONTROL DETAILS C17 Not To Scale C17 Not To Scale C17 Not To Scale 12 TREE PROTECTION FENCING C17 Not To Scale C17-