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Home My WebLink AboutWPO202200050 Plan - VSMP 2023-01-11VSMP PLAN FOR LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE - - - - ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY - INDEX CONTOUR INTERVAL CONTOUR 311.5 x >2a SPOT ELEVATION 311.5 TC x >2- TOP OF CURB ELEVATION 311.5 TW x- TOP OF WALL ELEVATION 311.5 BW x >2� 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 l� MATERIAL CONCRETE RIPRAP ....................................... ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE UTILITY UTILITY POLE � 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 WATER METER VAULT FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS GAS cns 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 Ja-Zan Limited Partnership P.O. Box 9035 Charlottesville, VA 22911 DEVELOPER Centennial American Properties 935 South Main Street, Suite 201 Greenville, SC 29601 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434)227-5140 ZONING Planned Development Shopping Center, Entrance Corridor (Overlay) ZMA2020-00009 (amendment to ZMA88-16) approved on December 2, 2020, amending the allowable square footage for the subject property to a maximum of 110,000 square feet. MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE DB 1169 PG 347 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by Meridian Planning Group LLC Vertical Datum NAVD 88 NAD83 Virginia State Plane South FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003C0145D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Powell Creek Watershed. This site is not within a watershed of a public water supply. HUC12: 020802040203 - South Fork Rivanna River WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. 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 better are to be acheived. 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). 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 existingutilities across the line of the proposed work are not necessarily shown on the plans and where shown are only P P Y P r Y 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. Backfiow prevention is required for all connections to the water main. FOREST LAKES SELF -STORAGE EXISTING USE Vacant, managed Turf PROPOSED USE Self -Storage LAND USE SCHEDULE EXISTING Area % Building 0 SF 0.0% Pavement 5,770SF 57.1% Sidewalk 0 SF 0.0% Open Space 143,641 SF 96.1 % Total= 149,411 SF (3.43 ac.) PROPOSED Area % Building 35,227 SF 23.6% Pavement 36,248 SF 24.3% Sidewalk 4,737 SF 3.2% Open Space 73,199 SF 48.9% Total= 149,411 SF (3.43 ac.) Limits of Disturbance = 3.29 ac 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 safety and protection 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 roe may be impacted P fY 9 tY 1 property rtY Y P 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 immediate) report an discrepancies between existing conditions and contract documents to the owner Y p Y P 9 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, sewer, and fire lines require NEW inspection and testing procedures. ACSA performs any testing and inspections of the public sewer and water main(s). The Albemarle County Building Inspections Department (ACBID) does a visual inspection and witnesses the testing of the building drain, water service pipe, and the sprinkler lead-in connection. The developer/contractor is responsible to retain a Special Inspector as outlined in the updated Albemarle County Policy for Site P p p p tY cY Utilities to perform the visual inspection and testing of all utilities not covered b ACSA or ACBID. This includes building p P 9 Y 9 sewers, water, and fire line branches between the main and the meter(s)/building(s). The Special Inspector's report must be submitted and approved by the Albemarle County Engineering Department prior to a Certificate of Occupancy being issued. 13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI Al17.1-09. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve." 15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. 16.Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact VDOLI for their additional requirements and permits for demolition projects and 540-562-3580xl31. WPO 2022-00050 TAX MAP 46, PARCEL 134-3 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:111=1000' ;CaaMl O 9-E' 4 LavH Nln BaPIISI Cnaren� ter.„,a ti Olurblleavlle ANPM IF ealangrec® Bnuefi +•irll9 Ta SOVma© /! / Tyre/p��woof Harris ietle,Q Dairy Deem Or1116c!nrll� P'.a9 4rprnl Ro OANoq Cl.,e Trf P,o, 4etar3 Mdrlttcli, rfn �� nmauem cme al;r 0 Q enan111t' cu9aR - oue>.me COVWg DmT . Tesim�al Wagr.m ,D�tl;lrs�sarra Ce. 0 F V J a 4RICpS r ILING 9 Hope 8wtrlen Munslnes9 Q �I ,R, WIIsm 5c0uG1 al Laud © po s �^ o: PowerwasB ° WlnmCorQ vyyGI,H 51ee RGUYCIS W*KMSPaorGgOY® WTs nngv woods SPtMare � a �wnaeneann�mcm PGraalLakasO % 11 a g SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 SITE PLAN C4 GRADING & UTILITY PLAN C5 UTILITY PROFILES C6 EROSION & SEDIMENT CONTROL NARRATIVE C7 EROSION & SEDIMENT CONTROL PLAN PH 1 C8 EROSION & SEDIMENT CONTROL PLAN PH 2 C9 EROSION & SEDIMENT CONTROL PLAN PH 3 C10 EROSION & SEDIMENT CONTROL DETAILS C11 SEDIMENT BASIN DETAILS C12 DRAINAGE AREA MAPS AND CALCULATIONS C13 VRRM MAPS AND CALCULATIONS BWe Fltlge RaGdNI S/a1NT5� ,gip C I 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 TH t? G1 v S HIMP Y o. 183 �0 1(1 o t<23 Gw4 F s ty Slnxr.r B VSMP PLAN FOR FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.12.09 REVISION: 2023.01.10 FILE NO. COVER 20.023 C1 TMP 46B4-1 I N/F FERMIUM LLC DB 2377 PG1249 / \ DB 1169 PG 34G (PLAT) LP I TMP\ 3 -36F 1- \ N/F SJ DB MITED O 6 ANY 200 DB 1064 PG 533PLAT) CCESS EASE ENT \ B 1064 PG 5 3 B 1071 PG 91 UPS STORE CVILE N48°41'10'W \ DB 1126 PG 711 \ I J \ SMOKE 196.80" \ DB 1169 PG 340 \ I I I SHOP MARTIN'S \ ,\ \ w j D 11 69 PC & 347 I 1 J 1 1 J 1 � � / C 20'ACCESS 1064 EASEMENT / ExxoN DB DB ll26 PC ins / VARIABL ��_ _r/ I ASTORM &EASEMENT EWER ! _ 1 A I I SAN-� DB PG 340 & 347 DtN1064 PG 533 1 I 1 1 DB 11691,PG 340 & 347 \ NO3 S4�41'10'E SDMH32.82' 22.00' TOP=530. 15" RCP=5271.18 ` I 1 gyp\ I 15" RCP UT=52,7.08 ssm I TOP 528.38 1 ( \ I /I I / r 4" \\VC IN=524.38 \ MH 7-ELEVEN I 8" PVC OUT=523.78 \ S — T P=529.29 IF I " RCP IN=� / l I I 1 1 I 23.I \ 5" RCP OUTT523-3.74 ` I ADVANCE l I AUT 30'ACCESS EASEMEN I �. PARTS I -D 1064 071 PG 533 491 TDB 1071 PG 491 26 P �/ / / / `\, `\ \ - IF DB 116 418 0&47 I LP SSMH CUR \ \ 40' ACCESS EASEMENT TOP 522.8E I \ DB 1071 PG 493 18" IN=508.83 \� 1 FAUCET LP \ / DB 1126 PG 178 \ E \ N41`18'S0 DB 1169 PG 340 & 347 18" OUT=508.68 \ \ \ N49'21'23"W \ E TOP TMP 32-37C1 \ 1 40.00' \ _ l EP 11 PRIVgr 39 5�. FkTENTTOFEN FR lID /�// ., I I I I N/F GEORGERCER MARY R. \ \ \ \ \ \ E RO FI R R i DB 3522 PG 181 F 1 P DB 3522 PG 194 (PLAT) SSMH` \\\S26 q0 ELD SU E I ii I / \ TOP=527.10 1 18" PVC IN=510.05 \ I I VIRGINIA TELEPHONE & 18° PVC OUT=509.95 TELEGRAPH EASEMENT _\I l DB 271 PG 495 /Wok\ \�� \ \\ \\� \ \\ I DB 280 PG 102 \ 1 \\ \\ TMP 4�B4oa. x m ?q\\ `\ \ S28 \ \ \\ // / II _ 7. N/F SS LC "� `.: \ \ \ \ J` S5, DB 4859 PG 3 8 \ \ DB 4872 PG 153 (PLAT)- ` o \ \VARIABLE WIDTH 40'ACCESS EASEMENT / \ \ DB 132E PG 404 / \ r\ z \ ACSA \ ASPHALT PARKING LOT \ SANITFPRY EASEMENT \ IF\ \ \ \ \ \ \ \ DB 3944� PG 456 \ \ \ \\ \ m r \ \ \\ cuRe8—! \ ✓ � � PVC�fN=511.88 — � 18"PVC-GUT=511.38� EP N29'02'59'E \158.50' \\\ \\ / _\` \ \ I 35' SLOPE & \ 1 \ / 16' CONSTRUCTION EASEMENT DB�526 PG 163 \ ACE- \ \ TMP 46B4-3 \ O, \ N/F JA-ZAN LIMITED PARTNERSHIP\ I 1 I BU�LIG(G No \ ZONED1 PD-SC A V I M I A DB 1169 PG 347 1 V I 1 - \ \ 3.426 AC II \V I OD o CU / co \ \ \\ II I I / / - TMP 46B4-4 •o FOOD LION \ \ _ z. / \ \ \ I / N/F JA-ZAN LIMITED PARTNERSHIP \ V A \ ZONED PD-SC DB 1144 PG 382 \ S29°04'45'W \ 4.33' I \\ \ r I It LA I { APPROX. LOCATION OF EXISTING 8" J WATERLINE, PROPERfIY OF Rl AS SHOWN AT DB 1Q71 � �9`1\ I I �• / \ \ VARIABLE WIDTH STORM SDMH SEWER EASEMENT / / tiry 1\ I ` I ✓ V r I TOP7-513.63 DB 1281 PG 342 } "\ 4' RCP IN =/5%.38I Iz o� VARABLE WIDTH STORM 24"CP OUT=5 6.28 (SEWER EASEMENT '------DB 1281 PG 342 Cl SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH pF� �c O x U S H[w Y 0. 183 1(lo(Z3 �Sk)POAT ECG VSMP PLAN FOR FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.12.09 REVISION: 2023.01.10 S33'01'53'W 1 \ 4'os'W 54/25XTENT' 339 — .. �.. _ . — -� FILE N0. _EP FO_ _ \ /E / I TOPO TA%OE FFROMSL DARY i — — — — — - - \ f \ \ ` \ / o / 20.02E WORTH CROSSING SDMH / _ \ _ ` % PUBLIC 403 204E RCP IN=513.49 EP _ / SDMH GRATE 24" RCP OUT=51�3.49 ` / -- EXISTING CONDITIONS _ _ / _ DB�1290 PG 395 15' VEPCO EASEMENT ( TOP RCP IN=509.23 \ \ SSMH I — / DB 1084 PG 1 �� / 15' T EAS MENT 24"�CP OUT=509.1E \ \ — TOP=524.06 / DB 1113 PG 316 \ \ \ � 8" IN=509.21 \ \ _ 30 0 30 \ 60 90 x Scale: 1"=30' C2 / ` \ ✓ \ \ \ — I � TMP 46B4-10 N/F FERMIUM, LLC \ DB 2377 PG 249 DB 1169 PG 340 (PLAT) LP TMP 32-36F N/F SJS LIMITED COMPANY 200 r 1 DB 1478 PG 261 DB 1064 PG 533 (PLAT) ( I LP 20' CCESS EASE NT B 1064 PG 5 3 B 1071 PG 91 UPS STORE CVILE N48°41'10'W DB 1126 PG 78 I SMOKE 196.80' DB 1169 PG 340 SHOP MARTIN'S D 1169 PG 34 & 347 GRILL m 20'ACCESS EASEMENT ` EXXON DB 1064 PG 533 \ ARIABL DB 1DB 1126 PG V491 I STORM & SAN EWER /�. DB PG 34340 & 178 -� & 347 \ DB 1064MPGT533 = G 340 & 347 NO3 32,82' 220,001 DB 1169 P10"E SDMH 5" RCP 1=527.18 ` \ 1I 15° RCP UT=527.08 SSMH \ � � TOP=528.38 \ , 4" PVC IN=524.38 8" PVC OUT=523.78 S MH 7-ELEVEN .29 ... .. _ .. _ _ _ IF 11 T P RCP 9IN 523.84 I 5" RCP OUT=523.74 ADAUTO VANCE 30'ACCESS EASEMEN PARTS I S DB 1064 PG 33 \` DB 1491 126 PC PG 176 DB 116 40 & 47 IF LP 40' ACCESS EASEMENT SSMH CURB DB 1071 PG 493 TOP=522.83 \ FAUCET LP DB 1126 PG 178 18" IN=508.83 DB 1169 PG 340 & 347 18" OUT=508.68 - _ \� } N49°21'23'W L N41°IgSp,E 2 I f 40.00' \\ \ I _. 39p5, TMP 32-37C1 N/F GEORGE R. & MARY R. -EP PRIVArE MERCER ROAD DB 3522 PG 181 DB 3522 PG 194 (PLAT) SSMH `\ TOP=527.10 N 18" PVC IN=510.05 I \ U I U \ \ \ � � VIRGINIA TELEPHONE & 18" PVC OUT=509.95 TELEGRAPH EASEMENT \ DB 271 PG DB 280 PG 102 102 � TMP 46B4-2 0� 00' \ _ N/F SSQ, LLC. DB 4859 PG 358 DB 4872 PG 153 (PLAT) \ AS } 125 HDP I` �o \ 40'ACCESS EASEMENT - -- NEW FH VARIABLE WIDTH- o -- - - �_ - _ DB 1323 PG 404 z ACSA ASPHALT PARKING LOT W W W - �'A#IIPo94Y-EE456�T WNEW W" WA wERLIN w \ \., \ \ IF W W W W 19 SHIMP CURB 'w o 0 00' �60.00' GRADIN o \ ` TOP- 531.83\ �` 1$' PVC I 511. 8 \ }.78 \ E NAGI I NRE.EE.MR I EN G LL W J � - NT 158.77 GRADING EASEMENT OR \ ACCESS TO FUTURE VC SA TARP DEVELOPMENT. (REF. 912E.HIGH ST. 434.227.5140 `.S WP02922Q0049) � � ` CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM EP IV� TM _ N29°02'59'E 158.50' IE-1 TO EX. FDC 4" PV SWM FACILITY SIGNAGE, 1 /C11 - 35' SLOPE & - A3 4 \ 16' CONSTRUCTION EASEMENT DB 3526 PG 183 �� T$ 0RD 38 LF"8 P TMP 46B4-3ACE OF BUILDING QUO ROOFDRAIN N/F JA-ZAN LIMITED PARTNERSHIP O O ZONED PD-SC ��' DB 1169 PG 347 S HIIVI� y / 0.00' 3.426 AC - O. 183 OD PC STORAGESgt �Cl Lr)�Q g��PtJP A2 1 \ FACILITY I f _ 20.QASEMENDING ANAL in 4L. I 22.33' 105,756 SFTMP 46B4-4 / (35,252 SF X 3 FLOORS) a I 000 SF OF OUTDOOR z / I FFE: 523.00 22.33' I SITTING AREA N/F JA-ZAN LIMITED PARTNERSHIP FOOD LION _ 'L 1 X 0.75'D ZONED PD-SC RIPRAP OC/O DB 1144 PG 382 0 �Q VSMF PLAN FOR / I 18' WIDE, 47 LF GRASS . 73 / o� QP I "_ I I I ENCH EMER. SPILLWAY X1 �a ©D FOREST LAKES W/ EC-3 MATTING 4�O 1 ELEV. 517.0 U (ERIN0 RA�hOJJ ^'E SELF -STORAGE C/C DETENTION POND t1it1 i W FHA BOTTOM 513.00 ' 11 S29°04'45'W 17 I ��o "DEEP 571 TO E 4.33' X Al o LQ B APPROX. LOCATION OF EXISTING 8" \ �0I 'L .67'W X 0.75'D WATERLINE, PROPERTY OF RWSA ti PR P. AS SHOWN AT DB 1071 PG 491 ALBEMARLE COUNTY, VIRGINIA OFF y,. f� O 62 L 8' PVC ROOFDR IN.-: SUBMISSION: Rq/N C I V. OUT 513.00 ` bO \ '13' ao a ao _ ao I \ 2022.12.09 1 REVISION: 16 Q IPRAP o O� v of 18 S TOP OF STRUCTURE 520.50 VARIABLE WIDTH STORM 3 %%� 2023.01.10 SDMH SEWER EASEMENT \ J4,�Q��,� -_ . WS M FACILITY SIGNAGE, 1/C OGpB' TOP=513.63 DB 1281 PG 342 o C1 O�,Q- \ s/3F _ �� 4" RCP IN=5SDMH in ^ 'gyp NEW DI-7 \ VARIABLE WIDTH STORM 24" RCP OUT=506.28 z 161.5 LF 1 I SEWER EASEMENT 5" HDPE NEW MH-1 DB 1281 PG 342 20 L 12" HOPE ---- - - _ S33°01'53'W 13.3_g - CO 10' MULTIUSE P A7 H ITCH 1 EP - FILE N O. - FOB 1,968 SF OF RIGHT-OF-WAY DEDICATION EC-2 MATTING - _ - - - - 20.023 _ � - - WORTH CROSSING SDMH 46 LF 12" - HOPE - 70' PUBLIC R/W TOP=524.14 EP --� - � SDMH GRATE DB 1018 PG 403 DB 1290 PG 395 24" RCP IN=513.59 ` -- SITE & UTILITY PLAN TOP=514.38 24" RCP OUT=513.49 15' VE PCO EASEMENT PCO A 24" RCP IN=509.23 SSMH 200 TO WORTH 375' TO - DB EASEMENT 24" RCP OUT=509.13 TOP=524.06 CROSSING PARKING LOT LIGHTHOUSE 15' T DB 1113 PG 396 8" IN=509.21 ENTRANCE ENTRANCE " OlIT=509.11 30 0 30 60 90 x Scale: 1"=30' C 3 TMP 46B4-1 \ / i I N/F FERMIUM LLC \ — �•/ DB 2377 PG1249 DB 1169 PG 34G (PLAT) \ I N/F SJS TMIP\ �CUMPANY 200 DB 1478 PG 61 ( DB 1064 PG 533PLAT) UPS STORE CVILE 8 110 \ I I SMOKE 196.80' I I \ SHOP MARTIN'S \ f ✓ J GRILL EXXON I ( I I 1 STORM & SANARIABL EWER \ — EASEMENT \ — D-SN1064 PG 533 DB 1169�G 340 & 347 \ NO3 � S4�°41'10'E SDMH 32.82' _... \ 22 .00' TOP RCP 7 � s I 15" RCP I =52 18 I I -, 15" RCP UT=S$7.08 1 I I I SSM�i _ \ TOP=528.38 4"a,VC IN-524.38 / - 8" /PVC OUT=523.78 \ S MH I I 7-ELEVEN T P IF RCP IN `�23.84 _ I 5" RCP OUTT523.74 / I I ADVANCE / AUTO PARTSSSM1 1 IF H TOP 522.83 I 18" IN=508.83 )\ \ \ 18" OUT=508.68 N49°21'23"W \ N41.18 g011 TOP i r I I I TMP 32-37C1 \ I 40.00' I� \ \� \ \I 239p5, EX 0 TAKEN / I I I N/F GEORGE R, & MARY R. / TENT OF FIELD SDR A R MERCERi// \I DB 3522 PG 181 � \ \ r I /) \ SSMH\ \ : S26 DB 3522 PG 194 (PLAT) 1 / \ \ TOP=527.10 _ I I I l \ 1 18" PVC IN=510.05 \8" PVC OUT=509.95 \ _ , _ _ _� / \ \ TMP 4�B4-2 \ o� x a ��\ S28 \ \\ // // Il II 7 �> l N/F SS LC DB 4859 PG 3 8 u \ DB 4872 PG 153 (PLAT) \ \ 7 \ 2 2 \ ? I o I 2,1\ 22 75 \ \\ \ \ \ o 25 225oi ------ 1 i wNEW W,. WATERLINE w _ W\_ \ I cn F� \ \ \ VV \ 1 e 22 �� w w\--w w wL 50 _ _ SHIM' - - \ % X r- _ -- -- _ ENGINEERING2. w P 3 LAND PLANNING - PROJECT MANAGEMENT 912 E. NIGH ST. 434.227.5140 \ _ / } � � -- � ' `— \ � � / � \ - t'�-- 1 I .]_ 1 / / � ` ✓ � \ � \ —� � CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 29°02'59'E \158.50' I\ II F / \ \ \\ \\ \� ..�Ib�._ /I I 1 I✓ �/ NI /j/I C 35' SLOPE & 4 16 $ I EASEMENT A3 PG 183 TH 02050 \ 2 D�526 Ro 2 IT2 N/F JA-ZAN LIMITED PARTNERSHIPA \ �� ZONED: PD-SC M 1 I \ O C o/ I DB 1169 PG 347 I \ .-rl 22 � S j \ U Y ��W-- G-.\ \1 3.426 AC II \\ II c` I ` • 0. 183� _ \ o SIDNAL m m/ 1 20.00' GRADING �SECG A2 �� A\ II r`%, EASEMENT TMP 46B4-4 / N/F JA-ZAN LIMITED PARTNERSHIP FOOD LION \ - / I \ \ \ I I / ZONED PD-SC DB 1144 PG 382 VSMP PLAN FOR \ 18' WIDE, 47 LF GRASS •073 EMER. SPILLWAY X1 v W/ EC-3 MATTING FOREST LAKES I ELEV. 517.0 \1 _.V.,.j I I v�i• � - I ) -� DETENTION POND L \ \ \\I \I I\� r / / \ ✓ ^ C SELF -STORAGE S29°04'45"W BOTTOM 513.00 ro I � 17 o I 2.0% ) r \ �a S4 �'� I e / I121 22� J (� r \ v ^ ALBEMARLE COUNTY, VIRGINIA v Ro R —Ro Ro SUBMISSION: _— 2022.12.09 1� / REVISION: 2023.01.10 / \ VARIABLE WIDTH STORM 1 h�� tiPO�._ 18_�,$ 18 _ _ i D, I ✓ V SDMH SEWER EASEMENT / 00�� 1 1 - _ _� 61 Q ry \ I TOP<-513.63 DB 1281 PG 342 o C1 OOP / GRA SW jL I I / i //�W / 4" RCP IN=5 6.38 `A'/ EC 2 MATTING / / 24"CP OUT=5�6.28 r \ ° / % I7s 1. / / / I N6, � VARIABLE WIDTH STORM I / \ Z I 14V / / / 21 / (SEWER EASEMENT i \ DB 1281 PG 342 ~ \ I C S33°01'53`W 24 \ / FILE NO. Foe TOP J V Y — — — — w \ — WORTH CROSSING SDMH 0 TA4yE FROM LIDAR ao % \ \ /7 0 / 20.023 PUBDB OlBLIC 403 2OOP C_ RCP IN 513.�9 25 =524.144 f 1 _ / SDMH GRATE — _— TOP=514.38 \ DB\�1290 PG 395 24" RCP OUT=51�3.49 GRADING PLAN = \ } I �J" RCP IN=509.23 SSMH / 24"�CP OUT=509.13 \ \ — TOP=524.06 V \ 8" IN=509._ 21 0 _ — , / \ \ \ \ — _ \ 30 0 30 \ 60 90 Scale: 1"=30' —C4 540 535 530 525 520 515 510 505 500 495 nnn 0 Al 3 5 lion. YR — 100—YR ELE V. _ — --- — _ __—_ 1. 507 OM 513.00 ULILNIIUN 28 x Pq IF 1 O J N cd O N O] N O 0] J N 'SEEP O OANT] W N 1 H Z Q O N'bir IT Z _ Z f J H Z — W — W --9+50 10+00 10+50 11+00 11+50 12+00 STORM PROFILE AO-A5 C5 SCALE: 1"=30' HORIZONTAL, 1"=10' VERTICAL 2 � STORM PROFILE BO-B4 C5 SCALE: 1"=30' HORIZONTAL, 1"=10' VERTICAL 12+bU 115+UU 115+bU 14+UU 14+SU lb+UU 154 540 535 530 525 520 515 510 505 500 495 Vol SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH pF� �c O s u S i[ a o. 183 47 1(lo(Z3 �`S'SJn1.re� ECG NOTE: WHILE SEDIMENT BASIN IS IN USE, SEAL THE 0 CO Cl 1-YR AND 10-YR CONTROL ORIFICES. WHEN 540 540 CONVERTED TO A DETENTION POND, REMOVE THE DEWATERING DEVICE AND SEAL THE 6" DEWATERING ORIFICE. ANTI -VORTEX DEVICE IS PERMANENT. ALL ORIFICES FACE OPPOSITE OF DAM. 535 535 VSMP PLAN FOR ANTI -VORTEX TRASH RACK, SEE C11 FOREST LAKES 530 530 SELF -STORAGE 525 525 _ 6" SEDIMENT BASIN - DEWATERING ORIFICE 10-YR 6" CONTROL ORIFICE 520 520 INV. 514.50 INV. 515.00 ALBEMARLE COUNTY, VIRGINIA _ 20 LF 12 HDPE _ SUBMISSION: 515 515 2022.12.09 = BOTTOM — OF POND 510 510 513.00 REVISION: Ll 4" UNDERDRAIN INV. 512.33 BOTTOM OF STONE 2023.01.10 O 512.33 `� 505 Lu 505 u,F'' IJ 500 500 X I- 55 499+50 10"D X 6'W STANDARD CONCRETE BASE 10+00 10+5V5 3 )STORM PROFILE AO-Cl C5 SCALE: 1"=30' HORIZONTAL, 1"=10' VERTICAL 4 DETENTION POND STANDPIPE DETAIL C5 SCALE: 1"=2' FILE NO. UTILITY PROFILES 20.023 PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO BUILD A SELF STORAGE FACILITY THE TOTAL AREA OF DISTURBANCE IS 3.29 ACRES. THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES: 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE EROSION & SEDIMENT CONTROL PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION & SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 2. INSTALLATION OF TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLAN AND DETAILS. 3. GRADING AND PLACEMENT OF FILL SHALL BE IN GENERAL ACCORDANCE WITH THE PLAN. 4. ESTABLISHMENT OF PERMANENT STABILIZATION OF ALL DISTURBED AREAS.. 5. CONSTRUCTION OF DRIVEWAY, SIDEWALKS, AND BUILDING PADS AS SHOWN ON THE SITE PLAN. EXISTING SITE CONDITIONS THE SITE IS A UNDEVELOPED LOT WITH TURF AREAS, ADJACENT PROPERTIES THE SITE IS BOUNDED TO THE NORTH BY RT. 29, TO THE SOUTH BY WORTH CROSSING, TO THE EAST BY AN UNDEVELOPED TURF LOT, AND TO THE WEST BY A FOOD LION. OFF -SITE AREAS ANY OFFSITE ACTIVITIES WILL BE FROM SITES WITH APPROVED EROSION CONTROL PLANS. NO OFFSITE DISTURBANCE ANTICIPATED. OFFSITE DISPOSAL OF SPOILS MAY BE REQUIRED. SOILS THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL MAPS FOR ALBEMARLE COUNTY VIRGINIA: UDORTHENTS, USG TYPE D CRITICAL EROSION AREAS N/A RESPONSIBLE LAND DISTURBER: TBD TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs. Acre inimum Care lawn Per - Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 95-100% - Improved Perennial Ryegmss 0-5% Bluegrass - Kentucky lueg ass 0-5% Iiiyh-Maintenance lawn 200.250 lbs. - Kentucky 31 or Turf -Type Tall Fescue General Skille (3,1 less) 100% or - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop ' 20 lbs. 150 lbs. Lmw-Maintenance Slone (Steeper than 3:11 - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop " 20 lbs. - Crownvetch " 20 lbs. 150 lbs. • Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... Faatail Millet August 16th through October ...................... Annual Rye November through February 15th ................... Winter Rye Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs./we in mixes. PERMANENT C6 Not To Scale SEEDING (PS EROSION & SEDIMENT CONTROLS UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS AS SET FORTH IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. THE MINIMUM STANDARDS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY VARIANCE. SAFETY FENCE (SAF) - 3.01 A PROTECTIVE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL MEASURE. STD. AND SPEC. 3.01. CONSTRUCTION ENTRANCE (PCE) - 3.02 INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE, AS NECESSARY, THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.02 AND CONFORMS WITH THE REQUIREMENTS OF THE EROSION & SEDIMENT CONTROL PLAN. SILT FENCE (SF) - 3.05 SILT FENCING WILL BE INSTALLED AS A FIRST STEP IN CONSTRUCTION ACTIVITIES. LOCATION AND DETAILS ARE SHOWN ON THE PLANS. INLET PROTECTION (IP) - 3.07 INLET PROTECTION MEASURES AROUND THE NEW INLETS SHALL BE PROVIDED IN ACCORDANCE WITH STD. AND SPEC 3.07. SILT FENCE OR TEMPORARY STONE APPLICATIONS SHALL BE APPLIED AS APPROPRIATE FOR CURRENT GRADE CONDITIONS. TEMPORARY DIVERSION DIKE (DD) - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM, UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SPEC. 3.09. TEMPORARY RIGHT-OF-WAY DIVERSION (RWD) - 3.11 A RIDGE OF COMPACTED SOIL OR LOOSE GRAVEL CONSTRUCTED ACROSS A DISTURBED RIGHT-OF-WAY OR SIMILAR SLOPING AREA TO SHORTEN THE FLOW LENGTH WITHIN THE DISTURBED STRIP AND DIVERT THE RUNOFF TO A STABILIZED OUTLET. EARTHEN DIVERSIONS ARE APPLICABLE WHERE THERE WILL BE LITTLE OR NO CONSTRUCTION TRAFFIC WITHIN THE RIGHT-OF-WAY, AND GRAVEL STRUCTURES ARE APPLICABLE WHERE VEHICULAR TRAFFIC MUST BE ACCOMMODATED. STD. AND SPEC. 3.11. TEMPORARY SEDIMENT BASIN (SB) -3.14 A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURE WHICH IS FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACCROSS A DRAINAGEWAY. IT IS USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GREATER FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. IT CAN BE CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED PROFESSIONAL. STD. AND SPEC. 3.14. OUTLET PROTECTION (OP) -3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. PERMANENT STABILIZATION TEMPORARY SEEDING (TS) - 3.31 TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD AND SPEC. 3.31. PERMANENT SEEDING (PS) - 3.32 ALL DITCHES AND ADJACENT AREAS WITHIN 15 FT OF THE EDGE OF THE DITCHES SHALL BE SEEDED IN CONFORMANCE WITH STD. AND SPEC. 3.32. PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON THESE PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. PERMANENT SEEDING STABILIZES DISTURBED AREAS AND ENHANCES THE BEAUTY OF THE SITE. MULCHING (MU) - 3.35 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE TO PREVENT EROSION AND FOSTER THE GROWTH OF VEGETATION. ORGANIC MULCHES (STRAW) HAVE BEEN FOUND TO BE THE MOST EFFECTIVE. 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 SAFETY AND PROTECTION 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. 8. CONTRACTOR SHALL ADJUST ALL APPURTENANCES AS REQUIRED TO MATCH NEW GRADES. THE EXACT LOCATION OF APPURTENANCES SHALL BE COORDINATED WITH THE OWNER. 9. 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. EROSION & SEDIMENT CONTROL NOTES: 1. ALL VEGETATIVE AND STRUCTURAL EROSION & SEDIMENT CONTROL (E&S) PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION 9VAC25-840-40. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION. THIS REQUIREMENT CAN BE WAIVED AT THE DISCRETION OF THE PLAN APPROVING AUTHORITY. 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 ONSITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTRY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN REVIEWING AUTHORTY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN REVIEWING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABALIZATION IS ACHEIVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALY AND AFTER EACH RUN-OFF PRODUCING STORM EVENT. ANY NECESSARY REPARIS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. INSTALL AND MAINTAIN CONSTRUCTION ENTRANCES FOR ENTIRE PROJECT AT ALL LOCATIONS WHERE VEHICLES ENTER/LEAVE THE WORK AREA AND WHERE SOIL IS STOCKPILED. 11. MAINTAIN ALL EROSION AND SEDIMENT CONTROL UNTIL THE COMPLETION OF FINAL STABILIZATION. UNLESS OTHERWISE NOTED ON THE PLANS REMOVE ALL EROSION & SEDIMENT CONTROLS FOLLOWING THE ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER AND COMPLETION OF FINAL STABILIZATION. EROSION & SEDIMENT CONTROL PERMITTING 1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE EROSION AND SEDIMENT CONTROL PERMITS AND MAINTAINING ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 011001107, 1 V,T qfflyAlrkyl SWIM QUANTITY: SITE RUNOFF IS MANAGED BY A DETENTION POND WHICH WILL RELEASE RUNOFF AT RATES THAT COMPLY WITH 9VAC25-870-66.B.3 AND 9VAC25-870-66.D THROUGH MEETING THE ENERGY BALANCE EQUATION. THIS PROJECT WILL DISTURB AN AREA OF 3.29 ACRES WHERE ALL NEW IMPERVIOUS SURFACE RUNOFF WILL BE ROUTED TO A DETENTION POND. SWM QUALITY: STORMWATER QUALITY COMPLIES WITH 9VAC25-870-65 THROUGH THE PURCHASE OF NUTRIENT CREDITS THAT MEETS THE TP LOAD REDUCTION REQUIRED BY THE VRRM NEW DEVELOPMENT COMPLIANCE SPREADSHEET. THE TOTAL LOAD REDUCTION REQUIRED IS 3.37 LB/YR MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION. REQUIRED PERMITS MUST BE IN -HAND BEFORE WORK BEGINS: 7:1_Go 1. INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 3. INSTALL PERIMETER SILT FENCE AS SHOWN. 4. INSTALL CLEAN WATER DIVERSIONS AND DIVERSION DIKES. 5. INSTALL SEDIMENT BASIN. 6. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 7. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. PHASE 2 1. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING. 2. INSTALL RIGHT OF WAY DIVERSIONS. 3. AS STORM STRUCTURES ARE INSTALLED, PROVIDE INLET AND OUTLET PROTECTION. 4. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS. 5. APPLY TEMPORARY SEEDING, MULCHING, AND PERMANENT SEEDING AS AREAS ARE STABLILZED. PHASE 3 1. CLEAN OUT SEDIMENT AND DEBRIS FROM ALL STORM INLETS AND OUTLETS. 2. CONVERT SEDIMENT BASIN TO PERMANENT DETENTION POND ONCE ALL UPSTREAM AREAS ARE STABILIZED. EXCAVATE BOTTOM OF SEDIMENT BASIN TO REMOVE SEDIMENT AND SATURATED AREAS. EXCAVATED MATERIAL SHALL BE ADEQUATELY DISPOSED OF. 3. ONCE ALL AREAS ARE STABILIZED, CONTACT ALBEMARLE COUNTY FOR INSPECTION PRIOR TO REMOVAL OF PERIMETER CONTROLS. CONSTRUCTION MAINTENANCE THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED AT THE SITE. 1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAIN EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTICABLE. 2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING, DETERIORATION OR SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF THE HEIGHT OF THE CONTROL. 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE VIRGINIA SEDIMENT AND EROSION CONTROL MANUAL, OTHER APPLICABLE COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT SPECIFICATIONS. 4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. 5. ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS E&S CONTROL PLAN. ENVIRONMENTAL CONTROLS 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS. 2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE USE OF EMISSION CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUT -DOWN OF MOTORIZED EQUIPMENT WHEN NOT IN USE, AND ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROJECT. 3. ANY WASTE DISCOVERED DURING THE PROJECT SHALL NOT BE MOVED WITH OUT PRIOR AUTHORIZATION OF THE OWNER AND BE DIRECT -LOADED INTO COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO DISPOSAL IN A PERMITTED LANDFILL. MINIMUM STANDARDS (MS) All applicable Virginia Erosion and Sediment Control Regulations and Minimum Standards shall be adhered to during all phases of construction. These include, but are not limited to the following: 1. STABLIZATION OF DENUDED AREAS: Permanent or temporary soil stabilization shall be applied to bare 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 or undisturbed for longer than 7 days. Permanent stabilization shall be applied at areas that are to be left dormant for more than 1 year. 2. STABILIZATION OF SOIL STOCKPILES: During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 3. PERMANENT VEGETATIVE COVER 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 achieve that, in the opinion of the city Inspector, is uniform and mature enough to survive to inhibit erosion. 4. TIMING & STABILIZATION OF SILT TRAPPING MEASURES: Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land disturbing activity and shall be made functional before upslope land disturbance takes place. 5. STABILIZATION OF EARTHEN STRUCTURES: Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. SEDIMENT TRAPS AND BASINS: A sediment basin shall control surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading for the land disturbing activity. The outfoll device or system device shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 7. CUT AND FILL SLOPES: 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. & CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. 9.WATER SEEPS FROM A SLOPE FACE: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. STORM SEWER INLET PROTECTION: 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. 11. STABILIZATION OF OUTLETS: Before newly constructed stormwater conveyance channels 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. 12. WORK IN LIVE WATERCOURSES: 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. 13.CROSSING A LIVE WATERCOURSE: When a live watercourse must be crossed by construction vehicles more than twice in any six month period, a temporary stream crossing constructed of nonerodible materials shall be provided. 14. APPLICABLE REGULATIONS: All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15.STABILIZATION OF BED AND BANKS The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16.UNDERGROUND UTILITIES: Underground utilities shall be installed in accordance with the following standards in addition to other 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 for dewatering operations shall be filtered or passed through approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or offsite property. d.Material used for bockfilling 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. 17.CONSTRUCTION ACCESS ROUTES: Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto paved surfaces. Where sediment is transported on to a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed 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 lots as well as to larger land disturbing activities. 18.TEMPORARY E&S CONTROL MEASURE REMOVAL: All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after 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 sediment. 19. ADEQUACY OF RECEIVING CHANNELS: Properties and waterways downstream from the development site shall be protected from sediment deposition, erosion and damage, due to increases in volume, velocity and peak flow rates of stormwater runoff for the stated frequency storm of 24-hour duration. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH pF� �c r O iI x U S a o. 183 47 1(l o (Z3 ` �SSInAtAI V, 5 VSMP PLAN FOR FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.12.09 REVISION: 2023.01.10 FILE NO. 20.023 EROSION & SEDIMENT CONTROL NARRATIVE C6 TMP 46B4-10/ i ( I N/F FERMIUM( LLC / \ DB 2377 PG 1 249 z DB 1169 PG 340 (PLAT) LP I TMP\ 3 -36F N/F SJ DB 1478DM6 ANY 200 LIMITED DB 1064 PG 533PLAT) SNT B 1064 PG5 3\ ) B 1071 PG 91 \ I UPS STORE CVILE N48°41'10'W \ DB 1126 PG 78 / SMOKE / 196.80' \ DB 1169 PG 340 I I I SHOP MARTIN'S ` Q) D 9 PG 34 & 347 I ( GRILL > p ' 20'ACCESS 1064 EASEMENT I /� \ ` \ I ( DB 1071 PG 491 I i EX I L \STORM &SAN EASEMENTVARIAB EWER \ \ \ I 1 DB 1126 PG 178 \ I I I I 1 / / I DB PG 340 & 347 D-B-,1064 PG 533 a \ DB 1169�G 340 & 347 \ NO INC S�$°41'10'E SDMH I / - Q32-37CI�' 32,82' Q TOP=530.ID 15" RCP=5271.18-7\15" RCP UT=5 7.08SSM-oTOP=528.384 FVC IN=524.388" PVC OUT=523.78 S MH 7-ELEVEN.__IF T P RCP IN �23.84 �- \� - 5" RCP OUT-523.74 ` AU 30'ACCESS EASEMEN . I AUTAV DB 1064 PG 533 BBB 1071 PG 491 �126 PG 178DB 116 40 & 47IF CURLP40' ACCESS EASEMENT TOPSSMH522.83 ,� / FAUCET DB 1071 PG 493 DB 1126 PG 176 \ 18" IN=508.8E �,'3LPDB 1169 PG 340 & 347 18' OUT=508.68 �}\- A E- - _ N41 °0EN49°21'23'W am/ _ -239 TOpT r 40,00' ` \ \ I p O5, EXTENT AKEN pR I I I N/F GEORGE R. & MARY R. EP RIVATE \ OF FIEL R MERCER ROAD 0 STRVE ' '0 I DB 3522 PG 181 ' DB 3522 PG 194 (PLAT) \ SSMH\ \\S28 \ TOP=527.10--_ I I 1 18" PVC IN=510.05 \ /(/ \ \ \ \ \ \ \ 1� \\\\ \\ ____� \---\ \ VIRGINIA TELEPHONE & PVC OU r- v 18" T=509.9E _ \ \ \ _ \ \ I I \ \ TELEGRAPH EASEMENT \ \ \ Q 7 \ \ \ I I I I DB 271 PG 495 DB 280 PG 102 02 \ \ \1� \ o of z �. \ \ \ X \ TMP 44-2 0� \ N/F SS((�],-LLC Iw - i DD \ \ \ \ is 01LA I I I a \ \ n SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.01 SAFETY FENCE SAF 3.02 CONSTRUCTION ENTRANCE PC - x - x - x - x - 3.05 SILT FENCE SF ® 3.07 INLET PROTECTION IP 3.09 TEMPORARY DIVERSION DIKE DD 3.11 RIGHT OF WAY DIVERSION �W [DRAWN TO SCALE] 3.14 TEMPORARY SEDIMENT BASIN SB 3.18 OUTLET PROTECTION OP TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS Ivy 3.35 MULCH MU 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE �- _--- SEDIMENT BASIN DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 1 1. INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 2. INSTALL PERIMETER SILT FENCE AS SHOWN. 3. INSTALL CLEAN WATER DIVERSIONS AND DIVERSION DIKES. 4. INSTALL SEDIMENT BASIN. 5. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 6. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. DB 4859 PG 3 8 - - \ \ \ o °' w I _ DB 4872 PG 153 (PLAT) \ / \ n' \\ \ \ \ \ / v / \VARIABLE WIDTH \I \\ 40'ACCESS EASEMENT \\ I , �\ \ � \� DB 132E PG 404 ACSA \ \ \ \ \ \ r 1 ASPHALT PARKING LOT v A � SANITARY EASEMENT ' \\ \ \ \ DB 394\2\PG 456 \ 1 \ w IF\ \ `� \IL / E P N$9°02'59'E 158.50' I\ I I \ / �� ----- 35' SLOPE & �.. CONSTRUCTION EASEMENT D$3526 PG 183 \ Q�a I TMP 46B4-3 LIMITS OF DISTURBANCE = .29 E) (`' i 01 N/F JA-ZAN LIMITED PARTNERSHIP\ BU 1�G N ZONED PD-SC \ I O / \ 6 I \ DB 1169 PG 347 \ 1 t x'�LIM'TS OR DISTURBANCE = 3.29 AC \ 3,426 AC \ / co ' w IF Cutij SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TF/ pF� �c O x U S H[w Y o. 183 1(lo(Z , �`S'SJnrre� ECG TMP 46B4-4 / / N/F JA-ZAN LIMITED PARTNERSHIP / � \ FOOD LION � '/ x / \ I \\ \ I II / ZONED PD-SC DB 1144 PG 382 I / ` vvv ICI i/'/ VSMP PLAN FOR 18 WI E EMER. SPILLWAY ]5\\ v\ x i v , v W/�EC-3 MATTING I I FOREST LAKES ELEV. 517.00 \ \\SEDIMENT BASIN @OTTOM 513.00 Lp E SEDIMENT BASIN SELF -STORAGE DRAINAGE AREA S29°04'45'W , \ 4.33' I - \\ L WO D BAFFLES I I I I 1 I I x I APPROX. LOCATION �0FF EXISTING 8 ROPERTY OF RVt A� WATERLINE, P ° AS SHOWN AT DB 1 71 91\ v ^ S BEMARLE COUNTY, VIRGINIA F � �� \� \ \ �/ i II � ---� � � SSUBMISSION: Q / I 2022.12.09 `` - 134 J/ // I it REVISION: / 43 t / _ r 2023.01.10 VARIABLE WIDTH STORM Ik-�_______ ryry / I SDMH SEWER EASEMENT / CJ J• _ Ol DB 1281 PG 342 } oN / \'� / �i' ��/5�0 // a 4" RCP IN-5 6.38 /� I \6 JSTORM 24 2CP OUT=5(16.28 r / / o `I - - - - - VARIABLE WIDTH NT \ / / / I � _ (SEWER EASEMENT / _ C1 I - -' / x / DB 1281 PG 342 F/ / ing I: _ S33°01'S3'W 40 54�25' - T -EP FILE NO. _ _ _ _ - / /�Ct , � i i � , ' � , -SF TOPO TA E _ WORTH CROSSING SDMH '� FROM DAR _ _ X� x /J f / 20.02� {0s PUBLIC R/W TOP=524.14 .•Cyo � � C- _ / SDMH GRATE \ llB 1018 PG 403 24" RCP IN=513.49- _ _ / DB�1290 PG 395 i =- \ EROSION &SEDIMENT 15' VEPC❑ EASEMENT ( T�O^P=514.38 \ 24" RCP OUT=5113.49 DB 1084 PG I `4.. RCP OUT 11.2E \ _ SSMH CONTROL PLAN PH 1 15' T EAS MENT � 24 �CP OUT=509.1E \ TOP=524.06 / DB 111E PG 3�6 \ \ \ \ 8" IN=509.21 V ---- - \ 30 \ 0 30 60 90 C7Scale: 1"=30' � , _ -de TMP 46B4-11i i \ i N/F FERMIUM( LLC _ DB 2377 PG1249 z I \ \ / \ DB 1169 PG 340 (PLAT) LP \ TMP\ 32-36F / / (- / DB 1478 N/F SJS LIMITED\CDMPANY 200 1 DB 1064 PG 533PG6\1AT) I _ J l 1 \ CCESS EASE ENT B 1064 PG 5 3 B 1P91 UPS STORE CVILE N48°41'10'W \ DB 1126 126 PGC 78 \ l SMOKE 196.80' \ -: DB 1169 PG 340 I I I SHOP MARTIN'S ` D 1k69 PG 34 & 347 / GRILL 20'ACCESS EASEMENT DB 1064 PG 533 \ > _`J \ EXXON I ( DB 1 VARIABL PG DB 1126 126 PG 178 178 \ I I \STORM & SA EWER 1 ----� -ti I ( 1 I - EASEMENT1DB PG 340 & 347 I 1 DB D�1064 PG 533 G 340 & 347 NO3 SDMH 32,82' S4 4110E 2200, TOP=530. \s1 15" RCP 1=527-18 ` I o\ 15" RCP UT=5�.08 /I I I ' r � TOP=528.38 4" PVC IN=524.38 �. 1 1 = 23.78 --- S MH I 7-ELEVEN 8 PVC OUT 5 T P=529.29 �� - . _� IF I \ RCP IN=�23.84 - \ I \ RCP OUT-523.74 l 1 ADVAAU NCE \ \ \ r\ 30'ACCESS EASEMEN I �.I� �� PARTOS DB 1064 PG 533 \DB�26 PG 178 DB 116 40 & 347 I IF LP 1 \ 40' ACCESS EASEMENT TOPSSMH522.83 i�� '` Cu DB 1071 PG 176 18" IN=508.83 \\ 1 I s FAUCET LP I \ DB 1126 PG 178 \ � � ,- .E � �/ "' - DB 1169 PG 340 & 347 18" OUT=508.68 N49°21'23"W - - - - r - - - - _ - - - - - N¢7'18'Sp" -- / - A L 1 E. 239, �oI j TMP 32-37C1 \ \ \ 40,00' Og^ / - \ \ � 1 p N p � � I I N/F TMP R. & MARY R. Ep RI VArE \ - - R OD MERCER \ \ 2 .ROAD I� p -i O \ DB 3522 PG 161 \ \ S MH\ DB 3522 PG 194 (PLAT) \ \ \ 2� \ TOP-527.10 ` 1 18" PVC IN=510.05 I RGINIA TELEPHONE 18' PVC OUT-_509.95 V \ A _ \ I \\ \ \ \ `\ ~ \ \ �- \ \� - \\ I I TELEGRAPH EASEMENT v DB 271 PG NNW I I DB 280 PG 102 102 \ \ TMP 4� B4-2 \ o N/F SSO LC o" - A4 \ `\ (5` SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.01 SAFETY FENCE SAF 3.02 CONSTRUCTION ENTRANCE PC -x -x -x -x - 3.05 SILT FENCE SF 3.07 INLET PROTECTION IP 3.09 TEMPORARY DIVERSION DIKE DD 3.11 RIGHT OF WAY DIVERSION �W [DRAWN TO SCALE] 3.14 TEMPORARY SEDIMENT BASIN SB 1999136 3.18 OUTLET PROTECTION OP TS 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING PS 3.35 MULCH MU 3.39 DUST CONTROL DC - - - - - - LIMITS OF DISTURBANCE --------------- SEDIMENT BASIN DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 2 1. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING. 2. INSTALL RIGHT OF WAY DIVERSIONS. 3. AS STORM STRUCTURES ARE INSTALLED, PROVIDE INLET AND OUTLET PROTECTION. 4. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS. 5. APPLY TEMPORARY SEEDING, MULCHING, AND PERMANENT SEEDING AS AREAS ARE STABLILZED. \ DB 4859 PG 3 8 \ _ DB 4872 PG 153 (PLAT) \ 75 125 HDP \ 22 �s \ \ ♦♦ i IID 21\ \ / � o IP \ 25 50*--- \ IP 1 \ \ ♦♦ -_ a 22I �' 2 2 \ � � ♦♦ 40'ACCESS EASEMENT / \ I ' \V o ARIAB DTH - - - �_ \ E J \ \ \ NEW PH \ CSA o \ \ I I \♦ DB 1323 PG 404 \ ASPHALT PARKING LOT \ Z w w 9W - PG456ET WNEW W' WAwERLINw\\ \_ \� ,W 1 so F\ �I \ \ ♦♦♦ w w SHIMP �' '�� \� CURB 22 0 000' \ �\ I \ \\ - - SS1YrH5�� \ \ ✓ \ 2 22 J X \ - " Pvc-1N= s - - X- -W _ -- 3 - ",�G - _ o ENGINEERING \ 58.7T - - - \ \ ` \\� ` ~ LAND PLANNING - PROJECT MANAGEMENT 2 - \ /� ^rye ` \ \ \ „-- VC SA yARY- \ � 5 - 912 E. HIGH ST. 434.227.5140 _, I,`- 5 \ / r - _ \ / -\ \ \ =� \ \_- CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM \ 49°02'59'E 158.50' _ I\ TIE I ' \ \ \ \ I III / V N . 11'6. I F 4" 35' SLOPE & \ \ CONSTRUCTION EASEMENT ` \ _ N Ao 050 11 \ I 2 D$�526 PG 183 \ \ �t\ TH0 , I P F R8" P • _ I\ TMP 46B4-3- / \ LIMITS OF DISTURBANCE-- .29 [� ( N/F JA-ZAN LIMITED PARTNERSHIP\ .ol- I F. ROOFD IN \ I C BU I G I a pR ZONED PD-SC \ �+-1 I o'•:.'" I T \ O DB 1169 PG 347 I \\ ] 221I .,```,�:,::.:,: LIMITS OF,' DISTURBANCE = 3.29 AC \ U S HII� Y 30.00' \ 3,426 AC I \ I / - / \ _ \ I TS of f \ \ I' I / o. 183 ru \ 3 �LJ _� / \\ \\ \\ `. I \ 30. y0 / 1 I / \ �O �SSIDNAL ECG / �n � - ^�/ \X� \\I / � �__- 22.33' \\��\ \\ w I I I I / J - / ' SF -7- /� \' \ \ \ \ I I I / SF' / TMP 46B4-4 - - Z. _ / \ / \ / \ \ 122.33'I I x / N/F JA-ZAN LIMITED PARTNERSHIP FOOD LION x 7r, ZONED: PD-SC I`Lry� II / �1 DB 1144 PG 382 VSMP PLAN FOR 18' WI ]5 E EMER. SPILLWAY / \ \ WAEC-3 MATTING X FOREST LAKES \ ELEV. 517.00 1 F 4" RVC O \ N;• N \ U 9ER RAIN\-- pl fASIN �f M 513.00 SEDIMENT BASIN SELF -STORAGE \ p P N \ IDRAINAGE AREA S29°04'45'W , �� 4' H 8' L X }" 1 o y I 2. : \ 4.33 I L 0 D BA FILES so �9 I I B ::.` : ro \ 2' APPROX. LOCATION OFF EXISTING 8° ► oD WATERLINE, PROPERUY OF R A - / ;` ► pF s\ \ I I ::: d:::':': _ \! As SHOWN AT DB 1g71 y1� ALBEMARLE COUNTY, VIRGINIA \ R p I21 :.^..:' / v SUBMISSION: 62 LF `8" PVC R00 DR lN.�: \ / � RD ROV�pT51p. sF -13 oP D,_ / 2022.12.09 / \+ ®$ 1a // o I j \ L \ REVISION: / ♦ 16 S TOP STRUCTURE 520.50 ,--� 2023.01.10 o /1� �► 18 to i \ r VARIABLE WIDTH STORM h^ �♦( ; 18-�' I '�`� / ✓ \I \ / -'T SDMH SEWER EASEMENT , C J.. / ► - _ p p8" 81 p `;v ' OR=513.63 DB 1281 PG 342 } IA o Cl \� / GRA �� 4" RCP IN=5R6.38 /� I 3i \0 15� / W/ EC 2 MATTINGQp` EW DI-7 / I / / O CP OUT=5 6.28 ' / �- I I'i VARIABLE WIDTH STORM 24 o I I" (SEWER EASEMENT \lktv/ - - _ J 161.5 LF 15" HDPE NEW H-1 '< DB 1281 PG 342 \ I C / /i S3 °O1'53'W _ \ 1 10MULTIUSE PATH F-- - - - - x- - - _ _ „T „ -EF - _ - --- - -� _ - \\ FILE NO. IS - - - - - / I WORTH CROSSING SDMH ' ' I �POMIDARI - _ =� x 00 46 DPE o \ �- f 20.023 0 PUBLIC R/W TOP=524.14 _ SDMH GRATE \ 1018 PG 403 24" RCP IN-513.9 / DB\,1290 PG 395 i =- \ EROSION & SEDIMENT 15' VEPC❑ EASEMENT ( TOP=514.38 \ \ 24" RCP OUT=51�3.49 \ _ DB 1084 PG 1 24;; RCP IN=509.23 \ _ SSMH �' ( CONTROL PLAN PH 2 15' T EAS MENT � 24 �CP OUT=509.13 \ TOP=524.06 / DB 1113 PG 3Y6 \ \ \ \ 8" IN=509.21 V - / \ \ \ T=509.11 `- - 30 \ 0 30 60 90 - \ V Scale: 1"=30' TMP 46B4-11i i \ i N/F FERMIUM( LLC _ DB 2377 PG1249 z I \ / \ DB 1169 PG 340 (PLAT) LP \ TMP\ 32-36F / / (- / DB 1478 N/F SJS LIMITED�CUMPANY 200 61 _ DB 1064 PG 533PG�P1LAT) CCESS EASE ENT B 1064 PG 5 3 B 1PG 91 UPS STORE CVILE N48°41'10'W \ DB 1126 126 PG 78 \ l SMOKE 196.80' \ -: DB 1169 PG 340 I I I SHOP MARTIN'S \� D 1k69 PG 34 & 347 / GRILL 20'ACCESS EASEMENT DB 1064 PG 533 \ > _`J \ EXXON I ( DB 1 VARIABL PG DB 1126 126 PG 178 178 \ I I \STORM & SA EWER 1 ----� -ti I ( 1 I - EASEMENT1DB PG 340 & 347 I 1 Dt-\1064 PG 533 \ \ G 340 & 347 NO3DB116932,82' Q S4 °41'10"E SDMH 2200, TOP=530. \s1 15" RCP 1=527-18 ` I o\ 15" RCP UT=5�.08 /I I I ' r � TOP=528.38 4" PVC IN=524.38 \� �. 1 1 = 23.78 / --- S MH I 7-ELEVEN I / 8 PVC OUT 5 T P=529.29 IF I \ RCP IN=�23.84 5" RCP OUT-523.74 l 1 ADVANCE 30'ACCESS EASEMEN I I �� PARTOS 1PG 533 -D PG 491 I II fI \ \ I �8�1071 26 PG 178 1 _ \ 'IF DB ` DB 116 40 & 347 I 1I LP I / \ \ ) / 1 \ 40' ACCESS EASEME`t\1T OPH522.83 i� ` \ \ CUR FAUCET II I DB 1071 PG 493 18" IN=508.83 \ " S LP \ DB 1126 PG 176 \ \1 - ,E / DB 1169 PG 340 & 347 \ 18' OUT=508.68 \ - N41°18,5p,E _ ) \ \ N49°21'23"W / ` L 1 p3 TOPO r I I TMP 32-37C1 \ 1 EP PRIVATE iR0 ENT OF FIELD MERCER l \ _ 40,00' \ 9.OS' TAK i \ \ 1 EXT EN F I I N/F GEORGE R. & MARY R. \ \ \ 2 \ \ \ \ AD STOLE -- DB 3522 PG 161 \ \ \ OSSMH\ S2g \��\ - \ OJ�O I DB 3522 PG 194 (PLAT) \ TOP=527 , _ I I I \ \ 1 \ \ 18" PVC IN=510.05 \ (� \ \ \ _ _� \\ \ \ _ _ _ \ \ V IRGINIA TELEPHONE & 18" PVC OUT=509.95 v \ \��- \ TELEGRAPH EASEMENT TS --- _\\ \ \\ \\ I DB 271 PG 495 \ \ Yo \ \ 11 I - �\� DB 280 PG 102 II ol \ TMP 4� B4-2 \ o > ` S26 T N/F SSO LC LL' A4 -� (5` SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.01 SAFETY FENCE SAF 3.02 CONSTRUCTION ENTRANCE PC - x - x - x - x - 3.05 SILT FENCE SF ® 3.07 INLET PROTECTION P 3.09 TEMPORARY DIVERSION DIKE DD 3.11 RIGHT OF WAY DIVERSION 6W [DRAWN TO SCALE] 3.14 TEMPORARY SEDIMENT BASIN SB 3.18 OUTLET PROTECTION OP TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS v 3.35 MULCH MU DC 3.39 DUST CONTROL DC - - - - - - - - LIMITS OF DISTURBANCE -" -------- SEDIMENT BASIN DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 2 1. CLEAN OUT SEDIMENT AND DEBRIS FROM ALL STORM INLETS AND OUTLETS. 2. CONVERT SEDIMENT BASIN TO PERMANENT DETENTION POND ONCE ALL UPSTREAM AREAS ARE STABILIZED. EXCAVATE BOTTOM OF SEDIMENT BASIN TO REMOVE SEDIMENT AND SATURATED AREAS. EXCAVATED MATERIAL SHALL BE ADEQUATELY DISPOSED OF. 3. ONCE ALL AREAS ARE STABILIZED, CONTACT ALBEMARLE COUNTY FOR INSPECTION PRIOR TO REMOVAL OF PERIMETER CONTROLS. \ DB 4859 PG 3 8 2 s`�orr=' 2LI I i \ DB 4872 PG 153 RAT) \ ]5 � 2 \ ��1� IP125 HDP 22 7s \ \ o � \ N 22so- o \ Ip 1 25 _ _ \VARIAB DTH - o - � I \ E 8 40'ACCESS EASEMENT J \ \ z NEW PH I CSA I I �\ \ DB 1323 PG 404 \---- \ \ ASPHALT PARKING LOT \ w w 9 w w �P6 E456 T wNEW w' WA wERLIN w \ \\ \� , w 1 so �' F\I w + 12 CURB 2 Z 0 0 00' V ,� 1V, 1 T sSM14d�_ SHIM \ 1, 2 22 J x �, e " Pvc-1N- s �� o X �- _w -- 3 "�C��B, _ _! ENGINEERING2. F _ 58 77, LAND PLANNING -PROJECT MANAGEMENT \ \ 1\ \\ vC SA yARY T1 - � �� \ � � � � ��_� _ � \ 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM EP E 29°02'59'E 158.50' I � �. \ �� TIE I MH// \ \ - \/4„ V IN IN 000 I 35' SLOPE A3 1 \ I 4 LL \ 16' CONSTRUCTION EASEMENT mod, N 20 so \� I D83 3526 PG 183 TFj Q 38 LF 8" P \ TMP 46B4-3 \ I o ,- \ LIMITS OF DISTURBANCE _ .29 J? / i N/F JA-ZAN LIMITED PARTNERSHIPS � I I F. ROOFD IN \ I 1 1 / \ BUo IG; co L�OQ�o ,.; \ ZONED. PD-SC \ \ .vl I, 0'.,;..•.. DB 1169 PG 347 I \ -] 221I .,".;,•.,. I ��LIMITS OF DISTURBANCE = 3.29 AC U S HIMP Y 30.00' \ \ 3,426 AC I \ - / �Q �G\�\� \ • - • %I - O. 1$3 \ m �� / v�� / 3 / 1T G G . .•� 1 1 1 � .:;`::. N / _ � � �O 1(l0 �Z3 w 30. (DSI01VAL ECG v0V\ Pj A2 \/ P \ \ ^� \\ U. - 22.33' \ \ w I I I I - J ,� \ \\ ? I I I I / TMP 46B4-4 122.33'1 ' N/F JA-ZAN LIMITED PARTNERSHIP I FOOD LION \ / V %i p� \ \ �� \I I Il�til J DBZONED PG 382 18 WIDE, 47 LF GRAss .° ' �`e V �v t: I �I �/ VSMP PLAN FOR E ER. SPILLWAY 1 �s \\ ° OAP I �� 1\ W/�EC-3 MATTIN X \ i�� N FOREST LAKES \ ELEV. 517.0 U KER RAIM h J� I \\ 1 -I II :«;`9• "' / \ \ _ \ _I LII_ 1 \ Al ° C �Sa� O��F ��,'OLaRR \ •\ �' �\ c�� 1�:I1 I L �. N \ l_ N,�.: : A \ 11 II/ 1 I I I11I _�50 I�I ��I1,� I^�i• I II ! F'`.«:'L•') W'EA � - J - C \° SELF-STORAGEDETENTION POND S29°04'45"W BOTTOM 513.00 4.33 17 2. I ''�y `.^ATION OF EXISTING8 APPROX. LOU AWATERLINE, PROPERIY OF Rs1ALBEMARLE COUNTY, VIRGINIAII21B AS SHOWN AT DB 1g71 �G. 62 L PVR0DR8 SUBMISSION: RD R D 51 p. 0 D_; �'2 1 I L;"«,«.: . I O ( L. V I I 2022.12.09 - \ �C) Gee-14 REVISION: 16 1$ S ' �TO/STRUCTURE 520.50 / I ^hl _ � � \ / ,� 2023.01.10 r VARIABLE WIDTH STORM �� zP1_ Ca, 18_,�16 �� h 'P ry I v ' ✓ V / -'T SDMH SEWER EASEMENT / �4.�Q-�t� / /� . _ _� O p8 h, 81 -'OP,-513.63 DB 1281 PG 342 o OAP / / GRA SWtjL� S�J e i I�((W EC 2 MATTING `L O EW DI-7 ^' �� / I 4' RCP IN=5 6.38 /� 1 3i Cl�5` / - A O / a / r\\ Z \^ 1 I I RR 24CP OUT=5�6.28 / V / I �i VA IABLE WIDTH STORM o �� 6 SEWER EASEMENT / I \ 20 L 12 HC)PE / / ,------� �761.5 LF 15" HDPE NEW H-1\\ : ' - ` ( DB 1281 PG 342 10' MULTIUSE PATH ----- " -� \ , IT EP - --- - -� \� FILE NO. _) _�___ - _ - _ TOPO FROM LID - _ �- 2 I f - \ /RO / I WORTH CROSSING DMH _TAKE- _ARI - _ o0 46 LF 12° HDPE o �- \ - 20.023 0' PUBLIC R/W TOP=524.14 (// ..LP `F SDMH GRATE % 1018 PG 403 24" RCP IN=513.`d9- _ _ i EROSION & SEDIMENT _ / DB�12\ PG 395 24" RCP OUT=51�3.49 15' VEPC❑ EASEMENT ( TOP= RCP IN \ _ SSMH �' I CONTROL PLAN PH 3 - \ DB 1084 PG 1 24;; RCP IN=509.23 15' T EAS MENT 24 �CP OUT=509.13 \ TOP=524.06 / DB 1113 PG 3Y6 \ \ \ \ 8" IN=509.21 V - / \ \ \ T=509.11 `- C9Scale: 1"=30' )EMERGENCY SPILLWAY SECTION C10 Not To Scale VDOT #1 - COARSE AGGREGATE 6' MINIMUM TYPICAL GRAVEL STRUCTURE RIGHT OF WAY DIVERSION C1U Not To Scale .. 18" min. 4.5' min. alnnn=1111 Compacted Soil Flow TEMPORARY TEMPORARY DIVERSION DIKE 2 DIVERSION DIKE (DD Cl0 Not To Scale 8' TYP. 3 DITCH I DETAIL TYP. C10 Not To Scale a� COUNTY OF ALBEMARLE Department of Community Development r �lAOfN1P Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). 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 dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm 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: 1. 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 geo-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 be 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, culvert/pipe size, 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 sealed 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 platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety 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 certifications. 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 fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species lbs. acre Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug 31 50150 Mix of Annual Ryegrass (Lolium multi-florum & Cereal (Winter) Rye (Secale cereale) Annual Ryegrass (Lolium multi-florum) German Millet (Setaria italica) 50 - 100 60 - 100 50 Source: Va. DSWC TEMPORARY SEEDING (TS C1 O / Not To Scale TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of Rate Adhesive (Adhesive: Water) Nozzle Gallons/Acre Anionic Asphalt Emulsion 7:1 Coarse Spray 1,200 Latex Emulsion 12.5:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 (Traffic) 3.5:1 Coarse Spray s DUST CONTROL DC C10 Not To Scale 7:1 Coarse Spray 450 350 ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 11- 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower or winter cover) by hand. Fiber Mulch Minimum 35 lbs. 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 aeras. 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. 4 MULCHING MU C1U Not To Scale CULVERT INLET PROTECTION CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW USE STONE FOR ALL CULVERTS *OPTIONAL STONE COMBINATION 1.0' 1.s h FLOW - 2.5' VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED C�10 Not To Scale POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) �� SILT FENCE (SF) C1� Not To Scale Paved constrortion entrance for erosion enntrol mans PIPE OUTLET CONDITIONS A A IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL 1 La d SECTION A -A FILTER CLOTH KEY IN 8"-9"; RECOMMENDED FOR ENTIRE PERIMETER A A 3dc (MIN.) d=7aN PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a d SECTION A -A FILTER CLOTH EEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP. GROUTED RIPRAP, GA13ION 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. Source: Va. DSWC Plate 3.18-1 Outlet Protection Calculations - Reference Nomograph 3.18-3 Pipe OutNI / 1 La tM 1 W 00 1 Do In Do 3Do d30 d50 n D n AR 1 9 1 10.5 1 18 1 1.5 1 4.5 1 0'5 1 8 9 BO 9 10.5 18 1.5 4.5 0.5 6 9 BO 8 6.67 8 0.67 2 0.5 1 6 1 9 s OUTLET PROTECTION OP Cl0 Not To Scale mmlftlum� STONE CONSTRUCTION ACCESS 70' MIN. -ASPHALT PAVED / WASHRACK 2% 1 2% 2% 12' MIN.• + I *MUST EXTEND FULL WIDTH A I t-POSITIVE DRAINAGE TO SEDIMENT OF INGRESS AND EGRESS + TRAPPING DEVICE OPERATION PLAN 2' MIN. FILTER CLCTI-I- SITNE DRAINAGE SEDIMENT 4PPING DEVICE A tninilman water tap of 1 itch must be installed with a ntininimn 1 inch bancock shutoff vah,e supply a wash hose with a diameter- of 1.5 i nclles for adequate constant pressure. Wash water must be carried away front the entrance to an approved settling area to remove sediment. All sediment shall be prevented from entering storm drains, ditches or watercouses. PAVED WASH RACK NO SCALE 10AVED CONSTRUCTION ENTRANCE (PCE) C10 Not To Scale SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH pF� �c O r U S i[ a o. 183 1111"61(lo(Z3 47 �`S'SJnRrA1 ECG VSMP PLAN FOR FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.12.09 REVISION: 2023.01.10 FILE NO. 20.023 EROSION & SEDIMENT CONTROL DETAILS Q 01 NOTICE: STORMWATER MANAGEMENT FACILITY - AREA EXPERIENCES WATER SURFACE FLUCTUATION AND STANDING WATER. NO TRESPASSING. EXAMPLE SWM FACILITY SAFETY SIGNAGE Not To Scale ANTI DEV CON( H = HEAD ON PIPE THROUGH EMBANKMENT h = HEAD OVER RISER CREST L = LENGTH OF PIPE THROUGH EMBANKMENT DP= DIAMETER OF PIPE THROUGH EMBANKMENT Dr. = DIAMETER OF RISER INFLOW D D12 NO SCALE SHEETS OF 4' X 8' X 1/2" EXTERIOR PLYWOOD OR EQUIVALENT SOURCE: USDA-SCS 4' USER L = TOTAL DISTANCE FROM THE POINT OF INFLOW AROUND THE BAFFLE TO THE RISER. �6" RISER CREST ELEVATION POSTS MIN. SIZE 4" SQUARE OR 5" ROUND. SET AT LEAST 3' INTO THE GROUND. PLATE. 3.14-6 a 1 �h •.. ,I I �II i CONTINUOUS WELD � IrvcwDlIrvc vIv yy BAND CONTINUOUS WELD COLLAR TO BE OF SAME GAGE AS THE PIPE WITH WHICH IT IS USED 1/2" X 2" SLOTTED HOLES FOR 3/8" DIAMETER BOLTS. SLOTTED HOLES AT 6 C.C. SECTION B-B ELEVATION OF UNASSEMBLED COLLAR TOP DAM MI F -CREST 0_F _____-- EMERGENCY SPILLWAY DEWATERING DEVICE DESIGN HIGH WATER (25-YR. STORM ELEV.) WSE v .5' MIN. f~ C: DRY TOP -67 C.Y./ AC. " DRY" STORAGE B: WET TOP -67 C.Y./ AC. WET" STORAGE" ' SEDIMENT CLEANOUT POINT A: BOTTOM DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY BASIN DESIGN TABLE Riser Emergency Top DA Wet Wet Vol. Dry Dry Vol. 25 r BASIN A B C Rim Spillway Elev. Dam (Acs) Vol. Cy Vol. Cy VVSE Elev. Elev. (Req.) (Prov.) (Req.) (Prov.) 1 513.0 514.5 516.00 516.00 517.00 518.00 3.29 220 326 220 403 517.1 SOURCE: VA. DSWC 12" MIN. WELD BOTH SIDES CORRUGATED METAL SHEET WELDED TO CENTER OF BAND 3. UNASSEMBLED COLLARS SHALL BE MARKED BY NOTES FOR COLLARS: PAINTING OR TAGGING TO IDENTIFY MATCHING PAIRS. 1. ALL MATERIALS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT 2. WHEN SPECIFIED ON THE PLANS, COATING OF TIME OF INSTALLATION. COLLARS SHALL BE IN ACCORDANCE WITH 5. EACH COLLAR SHALL BE FURNISHED WITH TWO CONSTRUCTION AND CONSTRUCTION MATERIAL 1/2" DIAMETER RODS WITH STANDARD TANK SPECIFICATIONS. LUGS FOR CONNECTING COLLARS TO PIPE. III I ��II SIZE AND SPACING OF SLOTTED OPENINGS SHALL BE THE SAME AS SHOWN FOR CM COLLAR. USE RODS AND LUGS TO CLAMP BANDS SECURELY TO PIPE. 12" MIN. WELD 1 1/8" X 1 1/81• X 1 1/8' ANGLES TO COLLAR OR BEND A 90 ANGLE 1 1/8" WIDE AS SHOWN IN DRAWING. NOTE FOR BANDS AND COLLARS: MODIFICATIONS OF THE DETAILS illll SHOWN MAY BE USED PROVIDING 1 1/8" EQUAL WATERTIGHTNESS IS \\� MAINTAINED AND DETAILED DRAWINGS ARE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR :4\\ TO DELIVERY. ISOMETRIC VIEW SHE METAL COLLAR SHALL BE CUT TO FIT CORRUGATIONS OF HELICAL BAND, AND ROD AND LUG WELDED WITH A CONTINUOUS WELD. NOTE: FOR DETAILS OF FABRICATION DIMENSIONS, MINIMUM GAGES, SLOTTED HOLES, AND NOTES, SEE DETAIL ABOVE. METAL COLLAR TO BE NOTE: TWO OTHER TYPES OF ANTI -SEEP COLLARS ARE: WELDED TO CENTER OF HELICAL PIPE BAND 1. CORRUGATED METAL, SIMILAR TO UPPER, EXCEPT SHOP WELDED TO A SHORT (41FT.) SECTION OF THE PIPE AND CONNECTED WITH CONNECTING BANDS TO THE PIPE. PARTIAL ELEVATION 2. CONCRETE, SIX INCHES THICK FORMED AROUND THE PIPE REF: ENGR. FIELD MANUAL WITH #3 REBAR SPACED 15" HORIZONTALLY AND VERTICALLY. BASIN 1 `eep Collar Design Plate 3.14-12 of upstream embankment (:1) 3.0 ded length of barrel 9 ler of collars required 1 sions 2.00 HOST STRUCTURE INSIDE DIMENSIONS PART NUMBER: TYPE OF PIPE MOUNTING TO: INSIDE DIAMTER OF PIPE: *AS DISTRIBUTED BY CONTECH CONSTRUCTION PRODUCTS NATIONALLY* (PLEASE PROVIDE ALL DIMENSIONS IN INCHES) PLATE. 3.14-4 ISOMETRI PLASTIC SOLUTIONS INC. TRASH RACK OR EQUAL SUPPORT T CROSS BARS WITH FASTENERS ATTACHED TO TRASH RACK CORRUGATED METAL OR PLASTIC PIPE TYPICAL CONCRETE BASE SOURCE: VA. DSWC SIDE VIEW PLAN VIEW ROUND SERIES TRASH RACKS RISER PART N0. CONCRETE INSIDE DIA. CMP OR HDPE NOMINAL DIA. A B C D E F G H RS-24 24"0 12"0-18.0 17 1/3- 13 1/3- 7 3/4" 6 1/4" 6 1/4" 27 1/2" 6 1/4" 7 1/2" RS-36 36"0 21"0-30"0 21 1/8- 13 1/2- 6 1/4" 6 1/4" 6 1/4" 40 1/2" 6 1/4" 7 1/2" RS-48 48"0 33"0-42"0 27 3/4- 17 3/4" 7- 8 1/2" 6 3/4- 54 1/4" 8 1/2" 9- RS-60 60"0 48"0-54"0 27 3/4- 17 3/4- 11 1/2- 8 1/2" 6 3/4" 67 1/2" 8 1/2" 9- w Live^U %iIp0v1Sq_ i &OWLI CONSTRUCIION PRODUCTS INC. 9025 CENTRE POINTE DRIVE. SUITE 400 ER, OHIO 4506 MST CHEST9 PH: LWO.3381122 FAX: 511645.7399 (C) COPYRIGHT CUSTOMER: PROJECT: DATE: DRAWN BY: APP'D BY: DETAIL: TYPICAL STEEL BASE PLATE. 3.14-3 SHIMP ENGINEERING2. LANDPLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TFl pF� �c O U S H[W a o. 183 1 SJnAlpLr el ECG VSMP PLAN FOR FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.12.09 REVISION: 2023.01.10 FILE NO. 20.023 SEDIMENT BASIN DETAILS SOURCE: VA. DSWC PLATE. 3.14-7 SOURCE: USDA-SCS PLATE. 3.14-13 C 11 FOREST LAKES SELF STORAGE PREDEV DRAINAGE AREA MAP Drainage Area 1: Total Area = 3.28 ac OFFSITE DRAINAGE pa I1M PO I7a a I,w Pc xa a ]IT \ N \ \ OFFSITE DRAINAGE AREA TO POA 1 \ I v ram saw srrm \ \ \ ge /yS J / ROA I I - -� Z' - „C I DRI AREA TO POA 1 j ff Onsite Area = 2.86 ac Managed Turf = 2.86 ac (HSG D) J ( r Impervious = 0.00 ac \ Offsite Area = 0.42 ac DNA mFP ME J Managed Turf = 0.29 ac (HSG D) IF0 Impervious = 0.13 ac (HSG D) \ \I Time of Concentration = 20.5 \ \\ \\\1 \ I r I I \ wAorrasFvwr MW - Pc,P. \ I\ 77 ONSITE DRAINAGE AREA TO POA 1 \ I 1 \ I I / I I I 1 1 I 11 III � i. f V g Yg / J vwaPiFtr PtolR s,amt � / I EAEYENT - 1381 PC SIP .`1 6,g 0 60 120 180 O t Scale: 1"=60' FOREST LAKES SELF STORAGE POSTDEV DRAINAGE AREA MAP \ \ \ OFFSITE DRAINAGE AREA Drainage Area 1: TO POA 1 (TREATED) �� Total Area = 3.82 ac J S f Onsite Area = 3.27 ac / ll Managed Turf = 1.57 ac (HSG D) \ q - \ \ - � `` ^ ` Impervious - 1.70 ac (HSG D) OFFSITE DRAINAGE AREA \ J \ TO POA 1 (TREATED) j .� \ I I Offsite Area = 0.55 ac �" - - " \ ��• \ \ �� I (14 14 Managed Turf = 0.42 ac (HSG D) \ \ I Impervious = 0.13 ac (HSG D) `\\ \ Time of Concentration = 5.0 OFFSITE DRAINAGE AREA \ ' \\ \ I I\ TO POA 1 (UNTREATED) \ �� a ONSITE DRAINAGE AREA \ i / OFFSITE DRAINAGE AREA \ / \ TO POA 1 (TREATED) 1 I / TO POA 1 (TREATED) / \ RD `� A �I,a I J f N 40 \ ONSITE DRAINAGE AREA i` \ TO POA 1 (UNTREATED) ` 60 0 1 60 120 180 • l - _ \ 1 1 �� Scale: Channel Protection: Energy Balance Equation with Run-on for POA 1 Forest Lakes Self Storage 1 Yr, 24 Hr Storm Comparison Q Ipost < Q I Pre, site ((RV I Pre, site)/(RV I Posh site))(I.F.) + Q I Pre, onkite ((RV I Pre, offsite)/(RV I Poet, offsite)) LF. = 0.8 when LOD > I ac, I.F.=0.9 when LOD < 1 ac, I.F. = 1.0 when predev, site is fully forested PreDev Site Fully Forested? = no LF. = 0.8 Limits of Disturbance = 3.29 ac Onsite Offsite Pre Dev Area Onsite = 2.86 ac Pre Dev DA Offsite = 0.42 ac Post Dev Area Onsite = 3.27 ac Post Dev DA OftSite = 0.55 ac Q I Pre, site = 3.80 cfs Q I Pre, Office = 0.76 cfs RV I Pre, site = 0.294 of RV I Pre, outs = 0.058 of RV I Post, site = 0.512 of RV I Post, office = 0.064 of Regulatory Maximum Postdev 1-yr Flow Rate Max Qlpost < 2.43 cfs Achieved Design Postdev 1-yr Flow Rate Design Qtpwt = 1.53 cfs Energy Balance Equation Compliance Check: Achieved Notes: 1. The assumption in the calculation above is that the site equals the land -disturbing activity (LDA). The definition for "site" is not clearly defined in the regulations, but LDAs are defined as regulated The water quantity criteria are applied to the site as per the regulations. 2. This site discharges to an outfall at an existing drainage structure. Since postdevelopment nmoff to this outfall meets the energy balance equation, Channel Protection Requirements per 9VAC25-870-66-B.3.a are met, and channel protection requirements are satisfied. Flood Protection: Peak Flow Rate to Existing Drainage Structure for POA 1 Forest Lakes Self Storage 10 Yr, 24 Hr Storm Comparison Regulatory Maximum 10-yr Flow Rate Qiopre = Max Qlopost = 12.02 cfs Achieved Design Postdev 10-yr Flow Rate Design Qlopwt = 11.14 cfa Flood Protection Compliance Check: Achieved Notes: 1. It is assumed that the existing drainage structure is inadequate prior to reaching 1% of the watershed. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH pF� �c O x U S H[W a o. 183 1(lo(Z3 �`S'SJnxrer ECG VSMP PLAN FOR FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.12.09 REVISION: 2023.01.10 FILE NO. 20.023 DRAINAGE AREA MAPS & CALCULATIONS C12� FOREST LAKES SELF STORAGE PREDEV VRRM MAP _ ----- oe o„�w 3w a uJ J re 0B 11RIaof P n PO 310 ! 3aJ \ �\ yOR3Y as FAYIaN ,3]3 r \ 1-' ............... ........................ .......................... as .............. ��a-+� .............. ::... 0....... X` .':'..me^-µ.. '- . ........ •�f'• -\ as as .......r.as it : L .;..i...i..: : as as X \ ;:;:; \ :,yam r� as as.- 1 : Z. t;.;.:.;.:.y.;. 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Is sr 1t 3^ x �J Sj , rJuseedded J 0e an Fast K IM n J Da 1M Pe ,00 V ONSITE LAND COVER: DISTURBED AREA = 3.29 AC IMPERVIOUS = 0.00 AC TURF = 3.29 AC WOODS = 0.00 AC 60 120 N 180 ONSITE LAND COVER: DISTURBED AREA = 3.29 AC IMPERVIOUS = 1.78 AC MANAGED TURF = 1.51 AC WOODS = 0.00 AC DEQ Virginia RueojjFeOuahon Method New Cevelodoner Compliance 5preotlsM1eet Version 3.0 e Llly eMVSdii&rtls aitl spetlflutlwe 02013 Draft KMP standards and specifications ea e. wma: Forest Lakes seXstomRe aau laput tens Date: 11/ia/EO:: adanival- aW desgn SpMfkv4ntoi¢l. rod -in nneello Site Information Port -Development Project (Treatment Volume and Loads) Lana Cover (acres) 3u constants RungNCRRflkbMp a a a lane,) as AlMb lspN Cub ebN : xa niallLmm fn 1Ap lumVopenspce oAE om 0.w 2.. ,ual,pl[raClnyill 016 ...sr+itaf nil a}0 0.. D.ss otratlogen TNIEMC(;N L% sse arr Covtt A9s 0.Ti 0.95 0.93 1.J Ird- r NI OAI astern verenbn is RI marl 090 PoSt-Develf,prident Requirentent for Site Area iP loatl Retlu[[ on Requ retl Xb/yr) 3.3] Lane Cover Summary ne re, vnlwne am nusdem77,� Pore•Vopeo space cone, larreq ogD Treat-toowme br-fo Weigntetl do (forest) n.CU TlMens"t"umeleuaeleal Is Road n, TP[Oah ub/r) ManapaTud(over)aua) 151 mmaa llb/yp Inlonnalional Pur osesonl Wepnedmlred) o.xs %Ma:yadt d KM ImpadoeCesse(ssed 1". MllmpeiNaa) 095 Ximpeiaaun ent mean Dae) 3.n Mend Q9 Asaln asaln clans Dsalb Taw ren/Open swrelaoeq-umlwrhea. iecietlloreaVo ns cearrcforeaeahM oao aretliurllaoeal-dnNNN, patletl br aaeao.omeawdmxma a ea 3.n LSl mcernauseoyerlannl 1]p L]g Site Results (Water Quality Compliance) Area Checks O.aA D.A.O AREA CHECK FOREST/DPENSIACE (a[) 0.00 0.00 000 IMPERVIdIaCOVERlacD.Oo 0.00IMPFRVI00s COVER IRFATED IacI 0.00 0.00000MANAGFDNRFARFA(adoaD M�� oDDDDoDDD OK M11N11®NRFMFATREATEDlad 000 000000 0.00 OR. MFA CHECK OK. OK. OK. OK. OK. Site Treatmen11 t Vdume(ft3) ).sos Runoff Reduction Volume and TP By Drainage Area o.a A D.A. E roTAL RUNOFF REOUCIION VOLUME ACHIEVED IH'1 0 D o o D a 191O11DAVNUNE PoRRFMOVAL 116/yrl 0.00 0.00 0.00 0.00 0.00 0.00 R LOAD REOULIgNACHIEVE0116/yrl 0.00 0.00 0.00 0.00 0.00 0.00 1P LOAD REMAINING 116/y1) 0.00 0.00 0.00 0.00 0.00 0.00 NnaOGEN LOAD REDUCTION ACXIEVEO Ib/r r1 1 0.00 0.00 o.ao 0 o.oD D.DD 0.00 Total Phosphorus FlNAL PORT-OEVEIOPMEmTPIMD(Ib/yr) 6.72 R IOAp REOULTON REQUIRED (16/ttl 3.37 1PLOM REDUCTION ACHIEVED (16/yrl O.m T LOAD REMAINING Ilb/yr): 4.72 REMNNING19lOAD REDUCTION MOUIRED (lb/N): 3.37 Tole) Nitrogen (for Information Purposes) POlT-OEVEIOPMENT TOAD 96/yd NRROGEN lOM REDUCTION ACX IEVEO (lb/yrl 0.00 REMAINING POST-DEVEIOPMFMNmIOGEN TOAD 116/yr) 33.]5 SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH pF� �c r O x U S H[w Y 0. 183 1(lo(Z3 �aSSJnlral ECG VSMP PLAN FOR FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.12.09 REVISION: 2023.01.10 FILE N0. VRRM MAPS & CALCULATIONS 20.023 C13�