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HomeMy WebLinkAboutWPO202200050 Plan - VSMP 2023-02-23VSMP PLAN FOR LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE - - - - ADJACENT PROPERTY LINE �r BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY - INDEX CONTOUR INTERVAL CONTOUR 311.5 x >2 W SPOT ELEVATION 311.5 TC x >2- TOP OF CURB ELEVATION 311.5 Tilly 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 oHu 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 -Service Storage Facility 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 = 3.14 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 r 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 by ACSA or ACBID. This includes building 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 A117.1-09. 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 540-562-3580x131. WPO 2022-00050 TAX MAP 46, PARCEL 134-3 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:111=1000' 1 V a M'.'roA.r. Sw,, dlv me ,. CTTICOS rl19 �p Nw'. 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SH1MP No. 45183 A� 212��23 4V O �eSSlnv.r 6NG VSMP PLAN FOR FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.12.09 REVISION: 2023.01.10 2023.02.21 FILE NO. COVER 20.023 C1 TMP 46134-1 N/F FERMIUM// LLC DB 2377 PG1249 L DB 116 PC 340 (PLAT) \ LP J ` \ 2 ' CCESS EASE NT \ �DB 11064 PG PG 5 DB 1007171 7PG 91 \ �MP 32-36F CVILE N48°41'10"W I I \ J / / UPS STORE SMOKE B 1169 PG 340 N/F SJS LIMITED COMPANY 200 \ I / 1ss.8o' DB 1478 PG 261 SHOP MARTIN'S �� D �69 PG 34 & 347 DB 1064 PG 533 (PLAT) / 1 GRILL J \ w 20'ACCESS EASEMENT � DB 1064 PG 533 ARIABL DB 1071 PG 491 / STORM & SANI EWER ! DB 1126 PG 178 \ I� / I \ A — \ EASEMENT �DB G 340 & 347 1 A D�1064PC 533 \� a - �� 1 DB 1169\G 340 & 347 \ NO \ rn EXXON II / \ 32.82' Q S4SR$ 41'' SDMH RCP=5271.18 1 22C)000' TOP-530. \_7 �o I 15 RCP UT=52,7.08 1 l TOP ssm�528.38S MH 7-ELEVEN / \ 4" dVC IN 524.38 I I. I f 1 1 8" /PVC OUT=523.78 / IF I T 11 P RCP IN �23.84 I I ADVANCE 1 5" RCP OUTT523.74 ` l I �I 1 AUTO l �/ PARTS 30'ACCESS EASEMEN -10PG 533 TDD B 107171 PG 49191 26 PG 178 / / // �� ` l \ laDB I -= \ I 40&347 I 1 ,ALP , '1� SSMH\ 1 CUR �- 40' ACCESS EASEM T 1 TOP522.83 FAUCET � LP I \ DB 1071 PG 493 / l I \ DB 1126 PG 178 \ 18" OUT=5 .83 DB 1169 PG 340 & 347 18" OUT=508.68 I �- N41 f r \ \ N49'21'23"W / � �\� L 1 - igSOE. 239. TOPO � � r I I I TMP 32-37C1 40.00' " " p 0S ExTENTTA "N FR �� ( I I N/F GEORGE R. & MARY R. EP RIVgrE \ OF FIELD LID MERCER SURV R � E -'DB 3522 PG 181 r I 11 DB 3522 PG 194 (PLAT) \ \ SSMH S26 \ \ \ TOP=527.10_ 1 18" PVC IN=510.05 \ �� �� �- \__- \ 18" PVC OUT=509.95 \ �'� - _ _ - _ -� - _ _ ` VIRGINIA TELEPHONE & 1 \\ \\ I I TELEGRAPH EASEMENT � l DB 271 PG 495 DB 280 PG 102 \� / / N/F SSQ,-ILC TMP 4B4-2 \ oa. 2 \ DB 4859 PGV \ \ DB 4872 PG 15 � (PLAT) \ : / �� \ \ \ A I Cn41 - \ \ I \ \ \ \ o 40'ACCESS EASEMENT � VARIABLE WIDTH ACSA � \ �� I I I \ \ � \ DB 1323 PG 404 Z- SANIZARY EASEMENT \ \ 1 \ \ i \ ASPHALT PARKING LOT \ \ \ DE 394�2 PG 456 � \\ \I \ cn IF\ \ \ \ CURB � T5 PVC�IN=511�8 SHIMP \ I�I ------�,,,��1T=51�8-__ ,�ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 4.38 912 E. HIGH ST. 434.227.5140 } \ ' �— \ y \ —_ / I II I \ / " " - \ " " ✓ ` \ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM EP N29'02'59"E \58.50' �— FACE OF- \ BUILDING \ \ \ / / I \ / \ / 35' SLOPE & 16' CO gUCTION EASEMENT \ TH D�35� PG 183 TMP 46B4-3— \ � \ N/F JA-ZAN LIMITED PARTNERSHIP ZONED: PD-SC \ \ I M I \ \ DB 1169 PG 347 I \ I 1 '� I \ V . S�� > / \ 3.426 AC v No.45183 �, 2123 N I 0 E I �rsIONAL �NGI \ / \ \ nco \ `� TMP 46B4-4 FOOD LION - / \ \ \ \ I 1 N/F JA—ZAN LIMITED PARTNERSHIP \ \ \ 1 I I � / ZONED: PD—SC DB 1144 PG 382 VSMP PLAN FOR N/ I FOREST LAKES SELF -STORAGE \ S29°04'45'W 4.33' APPROX. LOCATION OFF EXISTING 8" J WATERLINE, PROPERfVy OF R� A AS SHOWN AT DB 1Q71 � 491 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.12.09 REVISION: / \ VARIABLE WIDTH STORM SEWER $� 2023.01.21 � h I 5 i ti� � I � l ✓ � SDMH EASEMENT 2023.02.21 TOPP\513.63 DB 1281 PG 342 _ \ o / / / °'i 1 1 / /f 4' RCP IN=5%.38 / // i� / VARIABLE WIDTH STORM SEWER I 24 CP OUT=50'6.28 r \ \ / — ------ \ - / EASEMENT - J � �— ':� /� / � DB 1281 PG 342 \ 1 S33'01'53"W ___ _ (\ \ FILE NO. \ \ FOE EP XTENT OF FIELD SURVEY 20.02� I TOPO TAIyE FROM - - ` S}$�54'0$'W // {q,ORTH CROSSING SDMH / LIDAR \ \ ` \ / a / \ \ / 54.25 SDMH GRATE ` DB PUBLIC1018G 03 244" RCP IN=513.49 EP TOP=51RAT D�1290 PG 395 24$' RCP OUT=51I3.49 � � /, -- EXISTING CONDITIONS 15' VEPCO EASEMEN ( �^ RCP IN=509.23 \ \ SSMH E EAS MENT 24 CP OUT=509.13 TOP=524.06 V / 1 DB 1113 PG 3 6 \ \ \ \ 8" IN=509.21 o J / \ \ \ \ T-509. ` 11 \ \ _ 30 0 30 \ 60 90 x Scale: 1"=30' C21 \-\ TMP 4684-10 N/F FERMIUM, LLC \ DB 2377 PG 249 DB 1169 PG 340 (PLAT) LP 1 \ � l S I LP 0 20' CCESS EASE NT B1064PG53 DB 1071 PG 91 TMP 32-36F CVILE N48°41'10"W DB 1126 PG 78 N/F SJS LIMITED COMPANY 200 UPS STORE SMOKE DB 1169 PG 340 196.80' DB 1478 PG 261 SHOP MARTIN'S D 1169 PG 34 & 347 GRILL DB 1064 PG 533 (PLAT) ' _: � � U 0 20'ACCESS EASEMENT \ DB 1064 PG 533 \ ARIABL DB 1126 PG 491 91 ` \ \ STORM & SAN EWER �- DB 134 & 178 EASEMENT DB G 340 & 347 Q \ DB 1064 PG 533 4 . \ DB 1169 PG 340 & 347 NO ' 32.82' 220.00' 0 E TOP 530. \ 15" RCP 1=527.18 15° RCP UT=527.08 SSMH \ � TOP=528.38 \ , 4" PVC IN=524.38 8" PVC OUT-523.78 S MH 7-ELEVEN - .. - .. - _ - IF T PRCP9IN 523.84 ` ADVANCE 5" RCP OUT=523.74 AUTO 30'ACCESS EASEMEN PARTS \ DB 1064 PG 533 DB 1126 PG 491 1PG 178 DB 1169 40 & 347 IF ` \ LP SSMH - CURB 40' ACCESS EASEMENT TOP=522.83 \ 1 DB 1071 PG 493 18" IN=508.83 \\ _ FAUCET LP DB 1126 PG 178 68 E �� DB 1169 PG 340 & 347 18' OUT=508.- -- N49'21'23"W \- N4/1g,5p„E 23 TMP 32-37C1 40.00' \ \ -- 9'O5' N/F GEORGE R. & MARY R. I EP PRIVATE : _. I MERCER R AD --0 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 495 DB 280 PG 102 102 \� 0.100, TMP 46134-2 N/F SSQ, LLC O1 A4 I DB 4859 PG 358 DB 4872 PG 153 (PLAT) AS " 125 HDIED \ E 3 CG-6 I m O CG-6 E L_ --. _ _ W o I 40'ACCESS EASEMENT Z NEW F A --o ------------------ o DB 1323 PG 404 w E ASPHALT PARKING LOT w w -w -w -w -w NEW 6" DI WATERLINE ` 35.0 IF w -w w G 0 0 00, \ GVI EW 8"X6" TEE SSMH N \ CURB � TER � - ME TOP=531.83 � � G 2 R SHIMP 18" PVC IN=511.88 __� �Sp o "-.:.:- _ .-...- •.„_ _°,.K--� P 18" PVC OUT=511.78 E K�V ZING2. OPP W CO S \ LAND PLANNING -PROJECT MANAGEMENT ACCESSIBLE 158.77' PARKING 47 / SIGNAGE SANITPRY T \"-"� N _ VG 5 5 912 E. HIGH ST. 434.227.5140 5 EP CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �_ --- NEW 6" FIRE IN� I " . •- - F \ - TIE -I EX. M N29'02'59"E 158.50' 9V I �' I 4" PV IN IN �16.00' FACE OF FDB BUILDING SWIM FACILITY SIGNAGE .-- ,. 'X6° TE 8W FHA TEE 35 SLOPE & -W - E FI 16' CONSTRUCTION EASEMENT DB 3526 PG 183 TN P 0 �Ro TMP 4684-3 V_o• _ �� 38 LF 8" Qw0 co ROOFDRAIN N/F JA-ZAN LIMITED PARTNERSHIP O O I ZONED: PD-SC DB 1169 PG 347 I I (� . SI"II� j ��0.�0� 0.00' 3.426 AC . No. 45183 o �O STORAGE 30. 0' I �SSIUIYAL LNG A2 FACILITY F in e 1 L - 22.33' 105,756 SF o / 1 (35,252 SF X 3 FLOORS) 000 SF of OUTDOOR co I E SITTING AREA TMP 4684-4 z / I FFE: 523.00 a 22.33' I I N/F JA-ZAN LIMITED PARTNERSHIP FOOD LION _ 'L 1 j'�N X 0.750 RIP AP o/C,0 E DB ZONED:144 PG 382 18' WIDE, 47 LF GRASS . •0 VSMP PLAN FOR P E ENCH EMER. SPILLWAY Xl / �`p�' I �j W/ EC-3 MATTING /��� I ©� I FOREST LAKES ELEV. 517.00/ U (ER4RAINC / AO L • ♦' I E CSELF-STORAGE /D DETENTION POND �it1 I v I E BOTTOM 513.00 11 S29°04'45"W 17 I �°° DEEP 571 TO E 4.33' X Ai o I APPROX. LOCATION OF EXISTING 8" \ `SO\Op I 'L '6.67'W X 0.75'D I B Cij�� F Rc° �_ I I WATERLINE, PROPERTY OF RWSA PR P. ENCH AS SHOWN AT DB 1071 Pc 491 ALBEMARLE COUNTY, VIRGINIA 62 L ` SUBMISSION: F'S'OR ALC � 8" PVC ROOFDR 'IN"-: "--' I E " ao a V. OUT 513.00 �I �Ro \G Goo .00°° _1' I I 2022.12.09 Cj Jove/��, `°/ 9'L 10.5 76 2023.01.10 / �o REVISION: OJ / PRAP 18 B TO ° P OF STRUCTURE 520.50 i E I VARIABLE WIDTH STORM SEWER r ,P- -. O`n �• -1 V F " �' 2023 02 21 SDMH EASEMENT �J�pPpp� - -.- SW_M FACILITY SIG OGT9ryy 61 - E � ' TOP=513.63 DB 1281 PG 342 } 'n a C1 Off/ s730"> O 4" RCP IN=506.38 I '� (6 O NEW DI-7 n 24" RCP OUT=506.28 0 �- E VARIABLE WIDTH STORM SEWER I EASEMENT 161.5 LF 15" HDPE NEW MH-1 B2 I DB 1281 PG 342 z 20 L 12" HOP S33'01' - 53'W 133.47' 10' MULTIUSE PATH , _t=� .................�,,, f.._....... G-12 � ITCH 1 - AO 1,968 SF OF EC-2 MATTING EP _ _ FILE N0. FOB RIGHT-OF-WAY DEDICATION 3/C10 e o _ -- --- -- 20.023 - - S18°54'08°W, WORTH CROSSING SDMH 390, SDR I _ 55 L 1$" HOPE 390' SOL _ - 54.25 70' PUBLIC R/W TOP= --- _ - SDMH GRATE DB 1018 PG 403 24" RCP IN=513.59 /� FP - - -_ 15' VEPCO EASEMENT TOP=514.38 24° RCP OUT=513.49 - --- SITE & UTILITY PLAN - - DB 1084 P 24" RCP IN=509.23 SSMH 200 TO WORTH -H-h i0 P-2 MILL &OVERLAY TOP=524.06 CROSSING PARKING LIGh'HOUSE 15' E EASEMENT 24 LOT ENTRANCE ENTRANCE DB 1113 PG 396 8" IN=50 T=509.9.11 30 0 30 60 90 x Scale: 1 "=30' TMP 4684-1 \ \ N/F FERMIUM LLC DB 2377 PM49 DB 1169 PG 34D (PLAT) 2 ' CCESS EASE NT I \ \ B1064PG53 I / DB 1071 PG 91 �MP 32-36F VIL N48'41'10"W \\ DB 11126 PG 78 I SHOP / N/F SJI200 UPS STORE SMOKE196.80' I I / \ B 1169 DB PG 340 \ M S \ ,\ \ D 69 PG�4 & 347 DB 10641478 PG 261 PG 533 (PLAT) GRILL 20'ACCESS EASEMENTDB I/ I 064 PG 533 DB 11071 PG 491 / I ` ARIABL \STORM & EASEMENT EWER \ -- DB 134 & 178 \ - \ 1pB G 340 & 347 1 I I 1 D`B�1064 PG 533 \ \ EXXON / \ DB 1169\G 340 & 347 \ NO \ S4�'41'10"E SDMH 32.82' _ I �\ 22 .00' TOP-530. II I � 15" RCP=527�.18 160 ', 15" RCP UT=5$7.08 1 I I tl ��ssm �TOP528.38 4" aVC IN-524.38 SMH� 1I I 7-ELEVEN8" C OUT_523.78 P=529.29 `1 I I J _ IF " RCP IN=� / I I I \ 23.84 ADVANCE / ` - _ .� _ I \ 5.� RCP OUTT523.74 AUTO I PARTS 4 PG 533 ftftftw` \ \ \ ! I \ \30'ACCESS EASEMEN I I 11 I \\ \ I `-DB11061 PG 491 7m- DB 26 PG 178 / / \ - \ I IF DB 1169 40 & 347ftftftftft 40' ACCESS EASEM�T TOPSSMH522.83 DB 1071 PG 493 DB 1126 PG 178 \ 18° IN=508.83DB 1169 PG 340 & 347 18' OUT=508.68 'I \N49'21'23"W '---- � iN47'ig•sO,E. 239.05' TOPO TAk TMP 32-37C140.00' \. - 1 EXTNT OF p FR lID /� N/F GEORGER . MARY R. IELD URR DB 3522 PG 181SSMHS2BDB 3522 PG 194 (PLAT)TOP=527.1018" PVC IN=510.05 18" PVC OUT=509.95 \ \'� _ VIRGINIA TELEPHONE & \I TELEGRAPH EASEMENTDB 271 PG 495/DB 280 PG102jj TMP 4 B4-2N/F SS LC\A4 \ cSDB 4859 PG 3 8 `. : 16 DB 4872 PG 153 (hAT) \ 72 752-11 25 22sot 11 II - 40DB 13 S EASEMENT _DB 1323 PG 404 w - _w w X 223o w -W -w 6"DI WATERLINE V A su �n F\'X\w w -w \ w \w w r w22\ r\ -ss SHIMP \, 2\\ V\ 6 E 1 P�53h:8� 122: - N\ �� PVC`IN=511�8 XX -�-w-_�'�G&LLT=511.-ENGINEERING2.SLAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 5 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 6" RE INI 29'02'59"E \58.50'A3 8 X6' TEX6' /TE✓I � 35' SLOPE &�� _ \ / �.,_ 16' CONS$TRUCTION EASEMENT205o2�}0 / DA 6 PG 183TN "°TMP 4684-3 v I 'Oi9' F12N/F JA-ZAN LIMITED PARTNERSHIP.ZONED:PD-SC \ .�-1 MDB 1169 PG 347:I 2`°/\ .��. PO�-.\3.426 ACI.No.45183 CwE�AL A20/ \ f / TMP 4684-4 N/F JA-ZAN LIMITED PARTNERSHIP FOOD LION \ - / \ 1 ZONED: PD-SC O \ \ \ Dti �DB 1144 PG 382 .o \\/VSMP PLAN FOR 18'WIDE, 47 LF GRASS \ o� P \ \;jEMER. SPILLWAY X1 � FOREST LAKES W/ EC-3 MATTING ELEV. 517.0U (ER4RAIM o oJ'Q\ •. I vNi ) C DETENTION POND\1ro CSELF-STORAGE �BOTTOM 513.00S29'04'45'W 17.DEEP 5A TO E I2.07 �1 I4.33' Ai o\12 sq ��I B p21°°I2ooALBEMARLE COUNTY, VIRGINIA SUBMISSION: �� \ RD Rao ao / I �II / 16 �, � °� ' I I 2022.12.09 Gav i14�/ \ I /lREVISION: �18//Fr2023.01.10 VARIABLE WIDTH STORM SEWER �V P�. 18 �2023.02.21 SDMH EASEMENT�Bi VOP<-513.63 DB 1281 PG 342 \ o C1 Jam / GRA SW jL h\4" RCP IN=S 6.38 /� (6 1g� / W/ EC 2 M�4TTING/%\1./I `sI f i�VARIABLE WIDTH STORM SEWER 4"CP OUT=5�6.28 r \ a17s / '----- `� / V 2VB2\ _ -1 EASEMENT - � DB 1281 PG 342 S33'01'53"W�/ 2FILE NO. �FO TOP � � Y - - ` \ -------_-S'4 5 W // I WORTH CROSSING SDMH OTA4y90' FSux" LID X5D390' SDL\\/�_20.023 54.25' SDMH GRATE � 1018LPG IC 03 244" RCP IN=513.49W TOP- �GRADING PLAN (TOP-514.38 24" RCP OUT=513.4915' VEPCO EASEMEN \\ 1084 P;' RCP IN=509.23 SSMH 24 \ '- TOP=524.06 � 1 DB 1113 PG 3SMENT \ \ \ 8" IN=509.21 V o \ T=509.11 - , / \ \ \ - _ \ 30 0 30 \ 60 90 \ 1 - C4 Scale: 1"=30' - v v 540 535 530 525 520 515 510 505 500 495 nnn 0 Al 3 5 lion. YR — -YR EL V. 517.4 OM 513.00 1 S J N � pamo ill. IN bil-5U— O N O]N� mJ O OBOTTOM OF STONE _ M] NV. 509.23im Ln F SEDIMENT BASIN > Z f Z - J H W N - - W - W - Z - —� -_9+50 10+00 10+50 11+00 11+50 12+00 STORM PROFILE AO-A5 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. LANDPLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH vrNo.)llgl3 SEMP2 STORM PROFILE BO-B4C5 SCALE: 1"=30' HORIZONTAL, 1"=10' VERTICAL ,SSIiw.1 LNG 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 1Z 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 2023.02.21 505 L� 505 u� 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 3.14 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% - Kentucky Bluegrass 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. ;ff[8T51F27_,Vfd7,.I: a ►l 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 3.14 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 3.34 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 v . SEIIMP No. 45183 a -2 2-3 (Q' O � G JJ VSMP PLAN FOR FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.12.09 REVISION: 2023.01.10 2023.02.21 FILE NO. 20.023 EROSION & SEDIMENT CONTROL NARRATIVE C6 TMP 46134-1Qi i ( I N/F FERMIUM LLC \ _ DB 2377 PG�249 z IDS 1169 PG 3AD (PLAT) \ LP(- / l � � 2 CCESS EASE NT B 1064 PG 5 91 3 I / UPS STORE SMOKE / �, N48°4 '10"W \\ DB 1DB 071 PG 78 DB M LIMITED C478POMPANY I \ B 1169 PG 40 PG N/F SJS LIMITED COMPANY 200 \ I I SHOP MARTIN'S ,� D 1�i69 PG 34 & 347 DB 1064 PG 533 (PLAT) GRILL 20'ACCESS EASEMENT DB 1064 PG 533 I } / I ` \ I ( DB 1071 PG 491 \STORM & SAN RIABL EWER \ 1 _i 1 DB D8 G1340 & 3478 1 I I I I 1 ` \ I EASEMENT D_B�1064 PG 533 DB 1169`P\G 340 & 347 \ NO \ Q S4B-41'10"E soMON / / f \ 32.82' \ 220.00' TOP=530. I I I r / - \ 15" RCP I=5271.18 S I I �0 15" RCP UT=5$7.08 it \ I I II � 4" V OP=528N 8S MH 524.38 1 1 8PC OUT=523.78 T P=529.29 I / 7-ELEVEN \ , \ �� \ _ - \ - IF I "RCP IN=23.84 / I I I ADVANCE �- 5" RCP OUT-523.74 ` 1 AUTO \30'ACCESS EASEMEN I I _ I `I / PARTS DB 1064 PG 533 I I f I f J DB 1169 40 & 347 LP SSM\ 40' ACCESS EASEMENT TOPH522.83 �,� / CUR FAUCET I DB 1071 PG 493 \\ , LP I \ DB 1126 PG 178 \ 18" OUT=5.83 DB 1169 PG 340 & 347 18" OUT=508.68 / I I I\ \ N49'21'23"W _. / � - � - �r � A EL 1 gO.,E 239, Tppp T / / ( I TMP 32-37C1 � \ 40.00' \ _ \ EP I PRIVgTE �5 EXTENT pFEF FR .LID / I I II N/F GEORGER R. MARY R. 1 \ \ \ ROAD ELD SURV R DB 3522 PG 181 DB 3522 PG 194 (PLAT) \ \ \ SSMH S28- \ \ TOP=527.10 1 18" PVC IN=510.05 \ /(/ \ \ 1� \\�\ �� ^ ` �� __� - \- I VIRGINIA TELEPHONE & r- v 18" PVC OUT=509.95 __ \ \ \\ \\ I I TELEGRAPH EASEMENT \ \ I DB 271 PG 95 o��� \� ' ' �� i`.� I \ I I I DB 280 PG 102 102 \ \ \ O TMP 4 B4-2 -o 24\ \ \ N/F SSQ,-4LC 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 8 ,W \ �` " o d u r \ DB 4872 PG 153 ( o AT) \ \ \ \\ \\ \ I ? I I' / \ VARIABLE WIDTH ACSA \ I I I \ \ 8 \ �� 40'ACCESS EASEMENT SANIZARY EASEMENT I I 1 A V DB 1323 PG 404 ASPHALT PARKING LOT \ DB 394IF 2 PG 456 r ' \ V A v �� \I \\ SSW =531:834N 1w PVC-- 1� "P -WT4511i8\ EP 1 \ I\ I I - _ � NQ9'02'59"E 158.50' 0.00 FACE OF BUILDING/ / / \\\ ✓// 35' SLOPE & \ \ ' �\/, \ / I / ' 16CON TRUCTION EASEMENT D35� PG 183 ` v TMP 4684-3 01 N/F JA-ZAN LIMITED PARTNERSHIP I 1 I I \ LIMITS OF DISTURBANCE = 3.14 AC - - I ZONED: PD-SC \ \ I / \ LIMITS OF DISTURBANCE = 3.14 AC v I DB 1169 PG 347 \ / A 1 3.426 ACIF �- o= a 0I SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH `J SEIIMP No. 45183 a 212��2.3 J 0 G J �ssifvw.r ANY \ V /z/ I TMP 4684-4 N/F JA-ZAN LIMITED PARTNERSHIP L 1 � �6NEDDFOOD LION '0.7 RIPRA4 PG 382 VSMP PLAN FOR 18' WIDE EMER. SPILLWAY ]5 \ W/ EC-35MATTING x' \\ 4' ! 8 L X " CIDI %' � � FOREST LAKES \ \ \ ASEDIMENT BASIN PLYW D A FLIES \ / \ BOTTOM 513.00 Lp E SEDIMENT BASIN \ \ 1 DRAINAGE AREA = 3.28 AC II I 1 11 I I �/ / `� ^ C SELF -STORAGE \ S29'04'45"W \ 4.33' - $,+;' ' �\ \ II I I III ry I APPROX. LOCATION OF EXISTING 8° I \ I 'L 6.6TW X 0.75'D I I UI / WATERLINE PROPERITY OF R A 1� PR P \ \ II I I I I I I �� ` AS SHOWN AT DB 1 1 y 1\ v ^ ALBEMARLE COUNTY, VIRGINIA SUBMISSION: - - i sF o \ - - \ I 2022.12.09 I � � �'Q" 10. 1 / / j I/ L \ ` % REVISION: PRAP / / I / / VARIABLE WIDTH STORM SEWER 2023.02., y^�O O �.F --� ---$ --- ti I / 2023.0SDMH EASEMENT / pJ J• , \x \ / -� p• hD' I , ' \ ✓ v .21 TOP�513.63 DB 1281 PG 342 } \ 'a / �°c , �/ , 4' RCP IN=5 6.38 /� I co / / � /y / ' l 242CP OUT=5(16.28 r \^ / / o `� `I - - - - - / I / / VARIABLE WIDTH STORM SEWER \ \ z \ I / / / / / / ( EASEMENT C1 I - / / / DB 1281 PG 342 - _ �s / S33'01'S3"W 133.47' / i ,- - - _ � -� , , �E�? -------------�__ _-� � _ -� _ _ � �\ \ f� � FILE N0. FO opq "W W'ORTH CROSSING SDMH �M - - \ 7 a 20.023 54.25' / `\ 0' PUBLIC R/W TOP=524.14 �E" - / / � G � SDMH GRATE DE�120\ PG 395 24" RCP OUT'51�3 49 / _ / � EROSION &SEDIMENT 15$ VEPCO EASEMENT I T�O^P=514.38 / / J ` - \ DB 1084 P `f RCP IN=509.23 \ _ SSMH 1 E EASMENT 24 �CP OUT=509.13 \ TOP=524.06 CONTROL PLAN PH 1 / \ 8" IN=509.21 V ---- - ^- DB1113PG36 \ \ „ 30 \ 0 30 60 90 - Scale: 1"=30' � , _ -de C7 TMP 46134-1 \ i I i N/F FERMIUMr LLC DB 2377 PGI249 DB 1169 PG 340 (PLAT) � \ LP I - / I CCESS EASE NT / \ 1064 PG 53 PG B 91 �MP 32-36FCVILE UPS STORE SMOKE / �, N48°196.80' \ DB 1169 PG 78 N/F SJ DB MIT ED 8 PG 26ANY 200 \ B 1169 PG 340 \ I I DB 1064 PG 533 (PLAT) ] SHOP MARTIN'S ` �\ D 1g69 PG 34 & 347 I GRILL \ \ 20'ACCESS EASEMENT L DB 1064 PG 533 / I DB 1071 PG 491 STORM & SAN RIABL EWER DB 1126 PG 178 \ I I I \ - EASEMENTIDB G 340 & 347 1 I I \ 1 D_B\1064 PG 533 a \ I _ ' _ \ EXXON DB 1169�G 340 & 347 \ NO 32\ / \y` Q S4 41'10"E SDMH .82' \sue 22 v00 0 15" RCP =5271.18 I / o `I 15" RCP UT=5 .08 I, ` TOP528.38 1f I fI 4., PVC IN=524238 8 S MH I I7-ELEVEN - 1 T 5 �� 8" /PVC OU IF \ T " RCP IN �23.84 / I I 1 I ADVANCE 1\ _ - - -� \ I \ - -� - I \ 5" RCP OUT-523.74 l / I 1 AUTO 30'ACCESS EASEMEN PARTS DB 1064 PG 533 91 I I/ -,I 1 1 I TDB 1071 PG 17 26PG1& I � DB 1169 40 & 347 ,ALP \ S H i IF ,.. \ CUR \ \ \ 40' ACCESS EASEMENT TOP=522.83 1 1 1 \ DB 1071 PG 493 18" IN=508.83 \\ - ►, j s FAUCET LP DB 1126 PG 178- _ _ 18 OUT=508.68 _ _ N47° / DB 1169 PG 340 & 347 N49'21'23"W r A`�E� -� \ 1g50f / GE MARY R. \ OS' rD� / I 1 TMP 32 37C1 \ 40.00' \ I, - \ P 239. E -n _R / /' I N/F ORGE R. & EP RIVgrE \ ' _ ^ OD R MERCER l ROAD \ I / DB 3522 PG 181 DB 3522 PG 194 (PLAT) \ \ \\ SSMH \ TOP=527.10 18" PVC IN=510.05 \ ___ -IN \ \ �- \_ TELEVIRGIGRAPHNIA LEAS�MEN&T NE 18' PVC OUT-- 509.95 DB 271 PG 495 DB 280 PG 102 0.ID0' TMP 4B4-2 \ N/F SS LC LL" °' A4 -\ 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 1110 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 358 ,w \ IZ X s W I I I- \ DB 4872 PG 153 (hAT) \ - 3 ]s \ 2 2 \ a I a I 3 I\\\21 125IP 50*­ \25 \ / \ \ IP 22 I - -- \- --- - - - - _ _. P _ _ _-- -- -- I , \ 40'ACCESS EASEMENT / \ NEW F Aw \ -- -- -_ _ _ _ 1 I \ \� DB 1323 PG 404 J \ o \ ASPHALT PARKING LOT \ / �w w - 'w w -w NEW 6" DI`I ATERLINE \\ \\ " , cn F\ 22 �� -w -w -w -w F-w - A-w P w2250 A ro v w� SHIMP ` �' i�' \\ CURB 2� ' 0 0 00' \� �1 \TERI\\', GV \ 6 E - _ SSNI 9- � \ ✓ 72.2 J x ME R I -' X�-� w _� PVC-GLT� 8, -, _- \ -� ENGINEERING2. z o \ OPP PE I •' C - \ \ `\\�� �� i LAND PLANNING -PROJECT MANAGEMENT VC SA I'G RY \ \ I _ _ \ 912 E. HIGH ST. 434.227.5140 , I. $F \ I \ / -\ \ =� \ - CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM / EP \ _ I I NEW 6" RE IN x _ V TI -I EX. MH \ Q9'02'S9"E \58.50' 00 - - \ I / - / \ \ 4" P INV. IN 516. \ FACE OF I \ \ F E 1 / BUILDING, �,r / _ / \ ' \\ \ \ WIL. X6" TEE F I� 8 X6 TE I / - 35' SLOPE & o `- I \ I GV P/H 16' CONSTRUCTION EASEMENT \ \ �\ ro A3 Dso \\ I 2�0_ .j"- I / DP3�PG 183 \ \ TH _ P 8 R8 P I\ TMP 46134-3 \\\ I .ol. \ = o OQ�oo ROOFD IN;. \ N/F JA-ZAN ZONED LIMITED SC PARTNERSHIP I\ LIMITS OF DISTURBANCE = 3.14 AC I 1 � \ \I 2 LIMITS OF DISTURBANCE = 3.14 AC \ \ U / DB 1169 PG 347 \ ,I I . SI"II� 3000' 3.426 AC \\ I I j ` No. 45183 21%I1.23 �0 /? 0. G i�sSZONAL 6NG \ 3 / \k I A2 �- \\� \\ r I cp I / \ \ \ `n - \ 22.33' \ ro I '"^ SF �" /� / \ ��\ \\ II \ I $F� TMP 4684-4 J z_/ �/ O \ / \ / \ \ a 122.33'I I / N/F JA-ZAN LIMITED PARTNERSHIP / FOOD LION \ - -/ x / I \ \ \ I I - I I� ZONED: PD-SC DB 1144 PG 382 VSMP PLAN FOR 4' I 8 L X \ 1 \ SEDIMENT BASIN PLYW� \D A FEES \ \\ T ro I / I FOREST LAKES \ I BOTTOM 513.00 I SEDIMENT BASIN m I /; - SELF -STORAGE DRAINAGE AREA = 3.28 AC \ S29'04'45"W 2.07 PI I / I 4.33' - - \ I, I 2 8 APPROX. LOCATION 0 EXISTING ° 'rlAST ORRY 1 71 � A ALBEMARLE COUNTY, VIRGINIA 21 \ - ♦ I 62 LF 8" PVC ROO DR IN \ / I I I J SHOWN ATDBg \ ^ \ SUBMISSION: / ♦ B \ RD rzu V� p T 513. 0 I � � I 2022.12.09 yo - / // j% Zo I REVISION: TO�I/STRUCTURE 520.50 / I - r VARIABLE WIDTH STORM SEWER 1 ' ham(/ �=OJ ; 18 - �9�--,_ 1% (F I I l J / \ ✓ / v 2023.01.10 \ / _ _ _ o s • Bi c" ' 2023.02.21 \ SDMH EASEMENT / � / /' T `� -' TOP,-513.63 DB 1281 PG 342 } e \ `o C1 / GRA �E_ W/2 MATTING CP IN=5R6.384"JR" _ ...i•.. II /// VARIA(BE WIDTH STOR M SEWER 242CP OUT=506.28 EASEMENT HCP- _ _ _ _ J 161.5 LF 15" HDPE NB2 ,S DB 1281 PG 342 1 / / S33' 'S3"W / 10' MULTIUSE PATH - - - - - - �Ea FILE NO. / oPo "I� _ - �� - _ _ / / / I WORTH CROSSING SDMH r590' S�V' LI � � � = x =-4 5 � - DPE 1 4 so . - � � 390' SDL 20.0�� \ / 54.25' SDMH GRATE ` DB 1018PUBE GIC R 03 204P RCP IN=51349'' _ - i EROSION & SEDIMENT / TOP-514.38 24' RCP OUT=513.49 15' VEPCO EASEMENP ( - \ I ' �;; RCP IN=509.23 \ SSMH� / DB 1084 P 1 E EAS�MENT 24 - \ \ _ \ 8" IN=54.06 V------------- CONTROL PLAN PH 2 ^ / DB 1113 PG 3 6 \ 8" QUT=509.11 .21 - - 0 30 60 90 \ CV Scale: 1"=30' � - TMP 46134-1 \ \ ( N/F FERMIUMr LLC \ - DB 2377 PGI249 DB 1169 PG 340 (PLAT) � \ LP j \ CCESS EASE NT ,• / \ _ _ B 11071 PG 064 PG 591 \ \T UPS STORE SMOKE \ 196 80' D DB`l�M IT 82PG6261 I I CVILEN48'4110 W \ DB 1126 PG 78 N/F SJS LMITED COMPANY 200 \ -: B 1169 PG 340 \ _ DB 1064 PG 533 (PLAT) I SHOP MARTIN'S ` D 69 PG 34 & 347 GRILL \ � , \ � _: � � ( � I 20'ACCESS EASEMENT DB 1064 PG 533 / I DB 1071 PG 491 RIABL EWER 1 _ J \I / DB 1126 PG 178 STORM & SAN \ I I I \ - EASEMENT \ \ Q /.: I DB G 340 & 347 1 I I \ I \ V D-B\1064 PG 533 DB 1169�G 340 & 347 NO \ 41;10"E SDMHON / \ 32.82' \ 22 .00 TOP=530. I s1 -I 15" RCP 1=5271.18 I I I p\ 15" RCP UT=52,7.08 TOP=528.38 4" PVC IN=524238 8 \ S MH I I7-ELEVENI / - 1 T 5 �� >..._ 8" PVC OU \ T ,-�.. - _ IF I \ 'P RCP IN �23.84 - -� \ I \ -� - 5" RCP OUT-523.74 \ 30'ACCESS EASEMEN DB 1064 PG 5I I f \ \ TDB 1071 PG 49191 I 26 PG 178 IF DB 1169 40 & 347 I' / SSM \ \ \ LP 40' ACCESS EASEMENT DB 1071 PG 493 TOPH522.83\ LP = CUR ET I I �, FAUCI II I DB 1126 PG 178 \ 18" IN=508.83 18' OUT=508.68 ^ ' `� N41 °i8' / I DB 1169 PG 340 & 347 TCp N49°21'23"W \ 50'f ( I ' I I \ _ \ 40.00' ` \ - ` L \1 239'05, EXT O TAKEN F l I N/F GEORGE R. & MARY R. EP PRIVgTE i ENT OF FIELR LID R MERCER ROAD D SURLE I DB 3522 PG 181 DB 3522 PG 194 (PLAT) \ SSMH S26 \ TOP=527.10 __ I 1 18" PVC IN=510.05 \ \ \ \ �� \�� �� �� ____\ \\ \---\ \ VIRGINIA TELEPHONE & 18" PVC OUT=509.95 v� \ �� _ _ TELEGRAPH EASEMENT TS -_� � \ \\ \\ I I DB 271 PG 495 DB 280 PG 102 0.�0' TMP 4B4-2 \ o� x 4 ` S26 T \ N/F SS -LLC o- °'. \ A4 \ 1\ DB 4859 PG w \ 3 8 \ �w \ I2 ° ° DB 4872 PG 153 (PLAT) \ - 3 15 \ 2 2 \ ? I a I 3 I�\\21 125 HDP 22 75 0 \� III I� \ \ \ I lzs I �2 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 Iv 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. - - - --- - - P I \ S N40'ACCESS EASEMENT / \ NEW F AW \ o - --- -- -- -- -- -_ _ _ _ 1 I \ \ DB 1323 PG 404 J \ o \ ASPHALT PARKING LOT \ z�W W - \ _W -W NEW 6" DI WATERLINE \ \ \\ I 1 9 2230 W -W -W -W -w \-W 11 w22so \\N \ \ CURB 22 0 0 GV 00' \� �4 TER�1- 2 \ - _ X \ ME R \` fe PVC-IN=1�8 1 \ - �r - :.::�\. ._ X o�-�-- PEI VC SA \ \ EPt.lE\W 6" RE IN r F I EX MH \ 29'02'59"E \58.50' I FACE OF \ \ I 4" PV INV. IN 5/16. \ BUILDING/ _ \ _ \ \ \ \\ I FIE 8X6"TE /- \ \ W X6" TEE FI✓ PIi 35' SLOPE & \ , '\' A3 1 \ I GVGV 16' CONSTRUCTION EASEMENT \ \ ° 2050 \ I 2 l .. D�3 26 PG 183 JTT 38 LF 8" P • _ I\ TMP 46134-3 \\ I� .071- \ �y w ROOFD IN \ N/F JA-ZAN LIMITED PARTNERSHIP ZONED: PD DB P347 LIMITS OF DISTURBANCE = 3.14 AC 'o Z� o VfII \ \I 2 I LIMITS OF DISTURBANCE = 3.14 AC \ \ \ ��o �S9 \ •.`a h^/ 30100' \\ 3.426ACI \\ 2II 3 oh= / \\ .11�P S`P�c1•F,\, \\ \\ ". 30.00' a/ \ A2 \ P 1n .33 / - - - \ \r I \ 4�- / 22' \ \ w I I / \ / �^ /� \\ ? I I / TMP 4684-4 J_ z. ,/ \ : \\ \ 122.33'I I N/F JA-ZAN LIMITED PARTNERSHIP FOOD LION \ -/ I \ \ \ I I ZONED: PD-SC .i P \ \\ \ I �O,I I I� DB 1144 PG 382 / \ 18' WIDE, 47 LF GRASS '0 / EMER. SPILLWAY X1 so °° •�°�P v\ \\ II I / "\ \ \ WAEC-3 MATTIN9. ' \ °c��Q�� .00 \ \ .yl I I I � / \ \ eLEV. 517.00/ U f [F 4" RV �oJ� I \ _ \\ \ i II N I `� N I -� \ I II 0,' ,°` DETENTION POND I BOTTOM 513.00 ro I I r - \ S29'04'45"w I \ 4.33' - 17 °o DEEP 57� TO E " - I I .� �y I A - I Al ° S \ a I 2 B bp';. I APPROX. LOCATION OFF EXISTING 8° L I I I I I III I -� J WATERLINE, PROPE04 OF R�A /+,D 21 AS SHOWN AT DB 1Q71 �G. 491\ / C 62 L 8" PVC ROO DR IN \ / I •-' �O `,/ v \ I A Rq/yC `8 Ro a V. UT 513. 0RD 1416 ) I // eJ A - - \� of 18 T0� STRUCTURE 520.50 / I ✓ v VARIABLE WIDTH STORM SEWER 1 ti P �.- a r r-. \ 18 -� ti f \ SDMH EASEMENT ' / �t�,� / _� 0 T8 yp Bt ti hry N �ro1\ -' TOPS-513.63 DB 1281 PG 342 \ -o Cl �q,P / GRA EC 2 MATTING `L S7`�O F EW DI-7 �� ,.i J 4' RCP IN=5R6.38 /� n 15. / _- / A O / / 24"CP OUT=5 6.28 r \ I / / - / /f I � VARIA'BLE WIDTH STORM SEWER \ tO 1 I ✓ o \ / I _ _ _ LF 15 g2 - I EASEMENT 20 L 12" HCiPE / ---- "161.5 HDPE NEW H-1 \\ / DB 1281 PG 342 1 1 i S33° \ 53'w 2 / �1 16 ° 70' MULTIUSE P ATH SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH v . SEIIMP No. 45183 a 212��23��� 0 ? G JJ VSMP PLAN FOR FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.12.09 REVISION: 2023.01.10 2023.02.21 -„�Ea,t - --- --� I �� FILE NO. FO OPOTL5- 5�� HDP--E' - _ 4so 20.023 51,54'08 RTH SING 90390' SDL�OPUBLICRW TOP SDMH GRATE DB018 PG 03 24"HRCP N=51349 G 24RCP OUT=513/ - �� \ EROSION & SEDIMENT 15' EASEMENT( " .49 ( TOP=514.\ I - \ � DBB 108084 P 1 �;; RCP IN=509.23 l SSMH / /� 1 E EASMENT 24 - \ _ \ TOP=524.06 V ____----- CONTROL PLAN PH 3 / DB 1113 PG 36\ \ 8" IN=50 09 - - 30 \ 0 30 60 90 c9Scale: 1"=30' )EMERGENCY SPILLWAY SECTION (TYP C10 Not To Scale �,l of At 401 McIntire Road, North Wing Count of Albemarle Charlonesville,VA22902-4579 y Telephone:434-296-5832 COMMUNITY DEVELOPMENT DEPARTMENT WWW,ALBEMARLE.ORG G Construction Record Drawings (As -built) and Required Documents for VSMP The following is a list of documents and 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. Fee $353.60 (fee includes the 4% Technology Fee). Record (as -built) drawing reauirements: 1) A signed and dated professional seal of the preparing engineer or surveyor. 2) The name and address of the firm and individual preparing the drawings on the title sheet. 3) Include "as -built drawing" or "record drawing" on the title sheet. 4) Show 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: a) Updated Location with geo-coordinates (northing/casting) of all facilities. b) Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. c) 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 deviations from the design. d) Plants, location and type. e) 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. f) Ditch Lines - Display the constructed location of all ditch lines and channels, includingtypical sections and linings. g) Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, comparedto design. h) Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. i) Easements - Show all platted easements with deed book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. Additional Documentation Required with the As -built Submittal: 5) Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Provide inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 6) Inspection Records and photographs for pipe trenches and bedding, including underdrains and filter fabric. 7) Video Pipe Inspection for any pipes which are not viewable without the need to enter a confined space. 8) Computations - For significant deviations from design, provide sealed computations verifyingthat the as -built condition is equivalent or exceeds design requirements. 9) Compaction reports are required verifying fill compaction in dams. 10) Manufacturer(s) certification(s) for proprietary BMP's certifying proper installation and functioning. Date: 11/30/2022 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 C1Q Not To Scale 8' s DITCH I DETAIL TYP. C10 Not To Scale TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS -QUICK REFERENCE FOR ALL REGIONS - Rate Planting Dates Species lbs. acre Sept. 1 - Feb. 15 50150 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Secale cereale) Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 (Lolium multi-florum) May 1 - Aug 31 German Millet 50 (Setaria italica) 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 Acrylic Emulsion (Non -Traffic) 7:1 Coarse Spray 450 Acrylic Emulsion (Traffic) 3.5:1 Coarse Spray 350 s DUST CONTROL DC C10 Not To Scale 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. a 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. DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW USE STONE FOR ALL CULVERTS *OPTIONAL STONE COMBINATION 1.0' 1.s Ok FLOW - 2.5' VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED s CtJI,VEfi C10 Not To Scale 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) �� SILT FENCE (SF) (',10 Not To Scale Po vnA nnn ctnnrtinn nntronrn fnr nrneinn nnnMnl nl"nc 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, 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. 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 A2 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 STONE 70' MIN, CONSTRJCTION ACCESS I 3" SM-2A ASPHALT TOP COURSE 2% � 2% STONE CONSTRUCTION ACCESS s OUTLET PROTECTION OP C1U Not To Scale �6" MIN. 21A AGGREGATE BASE PROFILE 70' MIN. -ASPHALT PAVED / WASHRACK 2% 2% 1-, I.-i .,II I2% 12' MIN.* 1+ t� *MUST EXTEND FULL WIDTH A POSITIVE DRAINAGE I TO SEDIMENT OF INGRESS AND EGRESS + TRAPPING DEVICE OPERATION PLAN 2' MIN. FILTER CLCTI-I- PAVEMFN-I SITNE DRAINAGE SEDIMENT 4PPING DEVICE A Lmillinium water tap of 1 inch must be installed with a mini ima 1 inch ballcock Awtoffvah,e supplying a wash liose with a diameter of 1.5 ulclies for adequate constant pressure. Wasli water must be caiiie(I away from the entrance to an approved settling area to remote sediment. All sediment shall be prevented from entering storm chains, ditches or watercourses 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 U . SEIIMP No. 45183 a 212t�23 AI J 0 G J �'rS�iww1 �N� VSMP PLAN FOR FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.12.09 REVISION: 2023.01.10 2023.02.21 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 LJrewu %iIp0v1Sq_ i &OWLI CONSIRUCIION 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 TH vAp . SEIIMP No. 45183 a 2120111111�1�23�� 0 G JJ ass/ivuwl VSMP PLAN FOR FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.12.09 REVISION: 2023.01.10 2023.02.21 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 Q Drainage Area 1: I MM IF � Total Area = 3.28 ac OFFSITE DRAINAGE PI AREA TO POA 1 ` f Onsite Area = 2.86 ac f� Managed Turf = 2.86 c (HSG D) � a Impervious = 0.00 ac J nao• _ _ »s h VP JZ-sm \ \ � _ J "`1T'N�V • / H/1 R fEUtM R. a YMT \ DB J822 PO I" (P n r) Offsite Area = 0.42 ac \ �\ I W®MAInr WE a J Managed Turf = 0.29 ac (HSG D) ' Impervious = 0.13 ac (HSG D) Time of Concentration - 20.5 [A71 EhEiIMI(T \ OFFSITE DRAINAGE <E \ \ \ �, w AREA TO POA 1 xzoar3y�E +seer \ ( � �• Al]PE s _ �-� NIP JA-W1 I11a1FD PIsm ONSITE DRAINAGE \ I I r b a AREA TO PICA 1 1 mP 46o4-4 NIP JA-ZZC ED'NPDI E➢ SC iNERSNIP 0 DIR 1144 PG 382 52PVi;u Y.W9E .YI,N SIUY seAu � ' p. 0 N PZOA . \ as w aPs -7 �; Po 1� 6 0 60 120 180 W 1113 'r\ `t Scale: 1 "=60' FOREST LAKES SELF STORAGE POSTDEV DRAINAGE AREA MAP \' IIIAum OFFSITE DRAINAGE AREA Drainage Area 1: TO POA 1 (TREATED) / �� Total Area = 3.78 ac / wP 32 3]01 S f Onsite Area = 3.10 ac /F l.SORYMT flManaged Turf = 1.40 ac (HSG D) 90.DD• \ / I NYn� . [I OB SBR2 Po 1!I \ \ Da W22 PG I" ( AT) Impervious = 1.70 ac (HSG D) OFFSITE DRAINAGE AREA ✓ �- J TO POA 1 (TREATED),.' �. ~ \ � _ - �� \� \\ I I � Offsite Area = 0.68 ac 4� - \ �,�,x,J I Managed Turf = 0.55 ac (HSG D) N/r S M4LL DR 4858 PC]SB DY 4872 PG 153 (Pt 7) Impervious = 0.13 ac (HSG D) 22-2 Time of Concentration = 5.0 OFFSITE DRAINAGE AREA \\ \ I \ 22 TO POA 1 (UNTREATED) � I I I RD / \ S 1 \ N/i JA-rNlJPU111M PNtW.1 g I / "IMPO e1] ?? �\ I ONSITE DRAINAGE AREA \ I OFFSITE DRAINAGE AREA t' TO POA 1 (TREATED) I II I /1 TO POA 1 (TREATED) \ \ nP 011" iD Um . / I I / N� A- VINC W-S INERSHIP Pi 0 DB 11M PG 302 " ro 3 sATIMO m].co DBDiEIE513.ODNnoN PorvD .� rdA 17 Jr A rx oRossnc - -� \ ONSITE DRAINAGE AREA 0 l \ TO POA 1 (UNTREATED) 60 0 60 120 180 Scale: Channel Protection: Energy Balance Equation with Run-on for POA 1 Forest Lakes Self Storage 1 Yr, 24 Hr Storm Comparison Q 1poat < Q 1 Pre, site ((RV 1 Pre, Site)/(RV 1 Post, 9ite))(I.F.) + Q 1 Pre, offeite ((RV 1 Pre, offeite)/(RV 1 Post, omit.)) I.F. = 0.8 when LOD > 1 ac, I.F.=0.9 when LOD < I ac, LF. =1.0 when predev site is fully forested PreDev Site Fully Forested? = no I.F. = 0.8 Limits of Disturbance = 3.14 ac Onsite Offsite Pre Dev Area Onsite = 2.86 ac Pre Dev DA Offsite = 0.42 ac Post Dev Area Onsite = 3.10 ac Post Dev DA OffSite = 0.68 ac Q I Pre, site = 3.80 cfs Q I Pre, 01 = 0.76 cfs RV 1 Pre, site = 0.294 of RV I Pre, offit, = 0.058 of RV I pot, site = 0.503 of RV I Post, office = 0.082 of Regulatory Maximum Postdev 1-yr Flow Rate Max QlpI < 2.31 cfs Achieved Design Postdev 1-yr Flow Rate Design Qtpest __- _ 2.11 cis 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. . This site discharges to an outfall at an existing drainage structure. Since postdevelopment runoff to this outfall meets the energy balance equation, Channel Protection Requirements per 9VAC25-870-66-]3.3.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 Qiop. = Max Qlop"Rt = 12.02 cfs Achieved Design Postdev 10-yr Flow Rate Desien 01opost = 11.28 cfs 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 v . 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'. 4 a4a44444a4a444444�4a4aa4aa4 .f,P;Da ••••••::_ aaIIIIaIIIIaIIIIIIIIIIaaaa IIaIIaaIIac : 4 QQQQQaa4aa4aa44aa4°Qa4aa4aa \ Ni FI•NID: QQa44444444444444a4 4aQQQII44 sal,w•41re a IIIIaIIIIaIIIIaIIIIaaIIa4IIaa0a4 a4II C 4.AT ', .. `.:.... aaaaaaaaaaaaaaaaaaaaa4aaaaa4a4aaa4a4aaa4a4a�a#4#aa�a� �- aaaaaaaaaoaaoaaoaao aaa4aaa ##aaaaaaaaaaaa°aaa°a°aaaaa°aaaaa°aaaaa°aa#°a°aaa°aac . ° a°a°a°II°°a°a°a°a°a°a°a°a°a°a°a°a°II°aoII°a°a°II°a°a°a� :• I # QQa4 QQaa4aaaaa44a QQQQaa4ac . �. �� .a aaaa aaaaaaaaaaaaa°aaaaaaaaa • � y •• aaa aaa#aaaaaaa4GTaaaaaaaaaac .,. a IIaaaaaaaaaaaa4aaaaIIaaIIaa vuaraE %Dm sTORM 9LY:N ,�•.., �' Ah, 44a44a444a4a Qaa4444Q44#� r I ,fi a as aaa a°aaa°a°aa oe 1M1 PD J13 ,� �, •� . str­ I ,`• WAd3W IR.SFAlKKE24r S � I I 1 •- - :� • IMP 4 4 N/F JA_2AN LIMITED PARTNERSHIP ZONED: lot DB 1144 PC 3B2 f If O / '- y EVM a 5L'MFR WiNdoll o G ti� a 60 q Scale: 1"=60 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 = 3.14 AC IMPERVIOUS = 1.78 AC MANAGED TURF = 1.36 AC WOODS = 0.00 AC 60 120 N 180 OEp Vlrgln to RunoD fle0u[M1an MerbaO New pevelopment C E 2011 BMP Standards and 5pecifiUions 02013 Draft 8MP Standards and Specifications Project Name: Forestlakes Self Storap Dace: 3/13/a123 BMP exlgn5peoemarlomtnr: . Site Information Post -Development Project (Treatment Volume and Loads) RunnNrwAvbnn lMl CLEAR ALL lliliiNi'IMiMi Aced-tru 1 111 f�,Iwrnit, A9oils al 1 cb6 1DSpM1 EumVopmsom 002 o.a3 DAN oAK Mar:ueedTan 1 11 1 0.1� 0]3 0.25 a:"N"CaN oill N I 0.95 I D. TP Load Reduction Required(lifti 1 3.3G fansV0Mn 5Aau Ewe.lzrrc,: one welRNeamjlwop 0. %f61tl1 0% MamBed Tudf javesl I.S. wagBwmRurq US %IMIIyMTurt 43% InmeMmsrmeranesl 1.78 NvlimpeMws) 0.95 %Impenrous 5T96 %%Arcala[req 3.L $Rv 0a Trtatmenlvolune 0,103 a,- in ,mdddd MVolum T,.d icfealj 7•373 RWtlPL/ycl 4..S lwtl OWYr1 Au 3334 Site Results (Water Quality Compliance) Area checks CA., _,A., D.A C D.A D 0.A E MFA CXEC[ MRE4r/OMNSPACE(.)l 0.00 0.22 0.00 0.00 0.00 OK IMPERNd13COVER ac OOO DID. om OAO 0.00 OL IMPFAVMIUSO]VFR IRFATED ac 1 0.00 0.00 0.00 0.00 0.00 O� OR. MANAGEDNRFAREA ac DOD D.Do a.aD o.OD DOD OR 111 M11N11®RFMEATREATED ac 000 0.00 0.00 000 0.00 ON. MFA CNECK OK. OK. OK. ON. OK. SRO Treatment Volume(fe) 7,373 Runoff Reduction Volume and TP By Dralmep Area Oak 1 D.AB 7 D.AC 0.A0 O.AE TOTAL RUNOFF REDUCTION VOLUME ACHIEVED(fill0 TPWADAVAl1ABLE FOR REM OVAL IIb/yl) D D o 0 0 0.00 0.00 0.00 0.00 0.00 0.00 TPLOADREDUCTIONACHIEVED Ilb/yrl TPLDAD REMAINING IIb/yrl 1100 0.00 0.00 0.00 0.00 0.00 O.CO 0.00 000 0.00 0.00 0.00 NRROGENIOAOREDUL•OONACNIEVED (Ib/yr) 0.00 D.DD 0.00 0.00 DAD 0.00 Total Phosphorus RNALPOST-0EV "MEWWMD(lb/yr) 4.63 TP LOILD REDUCUON REQUIRED (Ib/yrl 3.34 TPLO910 REDUCTION ACHIEVED IIb/yrl 0.00 TP LOAD REMAINING (Ib/yrl: C63 REMMNIND TF LOAD REDO M REQUIRED (lbli 3.36 Total Nitrogen (For Information Purposes) POST.DEVELOPMENT LOAD(Ib/yrl 33.14 NRROGENLOADMO ONACHIE D Ifi l 0.00 REMMNli aP03r-DEVOOPMENTNIIROOFN TOAD Pb/yrl 33.14 ECOSYSTEM SERVICES, LLC 1102 Carlton Avenue : Charlottesville, VA 22902 540.578.4296 www.ecosystemservicesm jona),ecosystemservices.us February 13, 2023 Chris Marshall Shimp Engineering 912 E. High Street Charlottesville, VA 22902 4 RE: Nutrient Offset Credit - Credit Availability Letter Forest Lakes Self Storage Worth Crossing, Charlottesville, VA 22911 Project Tax Map Parcel ID: 04684-00-00-00300 ); g Project HUC: 020802040403 ! o Bank HUC: 020902040202 Bank Address: 170S Lambs Road, Charlottesville, VA 22901 1� h Dear Mr. Marshall, � We appreciate the opportunity to provide a credit availability letter for 3_34 pounds of phosp, rus for "1 'the above referenced project. This letter is to certify that as of the date of this letter, Ivy Creek Nutrient 4} , rt'u Bank has 159.52 pounds of phosphorus (TP), 245.47 pounds of nitrogen (TN), and 50,301.66 pounds l if hr ) TSS available for transfer to those entities requiring offsets in accordance with the Chesapeake B y 'r P f? Watershed Nutrient Credit Exchange Program (VA Code § 62.1-44.19:14 et seq.). Those offsets ore al o transferable in accordance with the Virginia stormwater offset program (VA Code § 62.1-44.15tt45) a the Virginia Soil and Water Conservation Board's Guidance Document on Stormwater Nonpomt ii 'r Offsets approved n July 23, 2009, to those regulated entities qualifying for nutrient credit^J of lAyl ��I I' i II F pa ly 1 qq r r1e r! yitWe can certainly ac mmodaYe your needs and could offer to fulfil the order of 3.34 r� if)I� phosphorus. J 7, Please feel free t conte us w'th an questions. I hope we have the opportunity to work to eth hV ) „p �� � Y 4 P pP tY g , 4, project. Sincerely, Y V' 1." UD I� �'qI1%'l -API Ile l.�li 161 �r7 J Ecosystem Services, LLC I Ill dh � J•� 4 �p I �,1 171 q �, By: ' ,ifI�4y -=E'IIi�I( I��'. 11 s r [� f f e ii w �,7� P L " � `I -�S kILd o Jonathan R. Roller, AOSE PSS CNMP a I d 6 u I Manager -Authorized Representative SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH UJIV. SEIIMP . No. 45183 aa 212t�2.3 O � �rSIiwJ AT ONG J VSMP PLAN FOR FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.12.09 REVISION: 2023.01.10 2023.02.21 FILE NO. VRRM MAPS & CALCULATIONS 20.023 C13�