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WPO202100064 Plan - VSMP 2021-12-16
VIRGINIA VSMP PLAN IN REFERENCE TO WPO 2021m00064 -� FOR IDS TAVERN to ALBEMARLE COUNTY, VIRGINIA LINEAGE JOB #19066 INDEX OF SHEETS Al DESCRIPTION SHEET NO. TITLE SHEET ...... C-01 NOT USED C-02 EXISTING CONDITIONS C-03 NOT USED C-03 A OVERALL SITE PLAN C-04 NOT USED C-04 A NOT USED C-04 B NOT USED C-04 C NOTUSED ............ ....................... C-04 D GRADING / E&SC PLAN ................................................................................................... . . C-05 E&SC NARRATIVE . C-05 A E&SC NARRATIVE, PROPOSED OVERLAND FLOW, DRAINAGE AREA, & VRRM SITE TAB C-05 B CONSTRUCTION DETAILS C-06 HANDICAP PARKING LAYOUT & CONSTRUCTION DETAILS C-06 A CONSTRUCTION DETAILS .............................................. ..... ..... ..... ................ ..... .... C-06 B NOT USED ... .. .. .. .. .. C-07 GENERAL PROPERTY INFORMATION PROPOSED USE: BUILDING ADDITION FOR 3100 S.F. OF OFFICE SPACE. 9 ADDITIONAL PARKING SPACES. OWNER: IVY ROAD RE LLC. 1. TAX MAP : 059000000015AO 2. ZONING: a. PROPERTY IS SPLIT -ZONE C-1 COMMERCIAL AND RA RURAL AREA b. PROPERTY IS LOCATED WITHIN THE ENTRANCE CORRIDOR OVERLAY DISTRICT c. PROPERTY IS SUBJECT TO PROFFERS PER ZMA198400026 d. PROPERTY HAS CRITICAL STEEP SLOPES 3. MAGISTERIAL DISTRICT: SAMUEL MILLER DISTRICT 4. WATERSHED: SOUTH FORK RIVANNA WATER SUPPLY WATERSHED 5. THE PROPERTY IS NOT LOCATED WITHIN THE ACSA JURISDICTIONAL AREA AND DOES NOT HAVE ACCESS TO PUBLIC WATER/SEWER. 6. DATUM REFERENCE: BENCHMARK AXLE - 1534.90' PROPERTY INFORMATION FOR TMP 59-15A1 OWNER: IVY ROAD RE LLC. 1. TAX MAP : 059000000015A1 2. DB REFERENCE: 5123/91 DESIGNER: LINEAGE ARCHITECTS, P.C. ATTN: JON GARBER P.O. BOX 991 98 LEE HIGHWAY VERONA, VIRGINIA 24482 PHONE: (540) 248-3771 DEVELOPER: 704 CAPITAL, LLC APPROVED by the Albemarle County Community Development Department Date 01/11/2022 - ,'• 1 111.' SITE VICINITY MAP (SCALE 1:2000) PER SECTION 10. DELEGATION OF AUTHORITY OF THE SWPPP, JEFF TESTERMAN IS THE CERTIFIED LAND DISTURBER FOR THIS PROJECT. .i 516NATURE PANEL: APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTRY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT U FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540) 248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: OF �)JONATHAN F. GARRER> No. 038568 �`SjONAL E��� ARCHITECT NAME/SEAL: a a� I I CO. COMMENTS 1 12-16-211 NO. I REVISIONASSUE I DATE JOB NUMBER: 19066 DATE: OCTOBER 1, 2021 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: TITLE SHEET DRAWING NUMBER: C-01 r / GENERAL NOTES: \\c {T \ 1. CURRENT FIELD SURVEY RECORDED BY LINEAGE ARCHITECTS, PC u+\ 34" TULIP POPLAR \ ON OCTOBER 28, 2019 AND JULY 7, 2021. 2. BULK TOPOGRAPHY SHOT IN FIELD BY LINEAGE ARCHITECTS, PC (SEE NOTE 1). SEPTIC TOPOGRAPHY BASED ON COUNTY GIs. 3. THE SITE IS DETERMINED TO BE LOCATED WITHIN THE IVY CREEK \ IVY ROAD RESERVOIR WATERSHED. US ROUTE 250 4. THE SITE IS SPLIT -ZONED C1 COMMERCIAL AND RA RURAL AREA. 5. 80 00\ THE SITE IS LOCATED IN FEMA FLOODPLAIN ZONE X; THE SITE IS s DEMOLISH AND REMOVE CRAPE MYRTLE x3 ,R O W \ DETERMINED To BE OUTSIDE THE 100 YEAR FLOOD PLAIN. FIRM MAP \ % rp DOGWOOD x2 °' , ; ��% t;,00� ` NUMBER: 510 03C 0265 D. EFFECTIVE DATE: FEB. 4, 2005 ° DOGWOOD v ( �„ 00 p \ `}, — \� Tpryl, 6. NO STRUCTURE, EITHER EXISTING OR PROPOSED, EXCEEDS 65 FEET ARBORVITAE SCREEN = + % PS o 'Y- c---------F� `kr �o°jsr IN HEIGHT PER SECTION 21.4 OF THE ALBEMARLE COUNTY ZONING 0� CODE. 8" EVERGREEN MAGNOLIA ° Ir` APPROX. LOCATION �TQjC _-,-____� �, "�a• + SEPTIC LINE TYP. 3 6. BENCHMARKS AND ELEVATIONS ARE RELATIVE To VIRGINIA NORTH `.vim +..—.,F .,_,._Sso, �'`` °"O \ ZONE4501. TM 59-16A o�'i/\' SEPTIC LIDO 7. ALL PLANT MATERIAL IS UNDER 6" CALIPER UNLESS OTHERWISE IVY HILL GARDENS, LLC DEMOLISHANDREMOVE 1 -\�IIr` CLEANOU 5L_"� 's�y� ``� ere o� s o \ NOTED. MIXED DECIDUOUS BED r 14" WILLOW OAK \ 1 i�5l Rb sT o + { �+ ;DEMOLISH AND REMOV '^ } Rn.3e' qo °o:"F 8. ALL TREES NOT EXPLICITLY SHOWN FOR DEMOLITION SHALL BE II DB 5002/71 +�11r ; \f sly T / �' DECIDUOUS MAGNOLI DEMOLISH AND REMOVEyg1 N sires ` P SE VE . RURAL AREA \,� +I\ `�M c DEMOLISH AND /•A �``� ;roF� R qo \\I I $ / DEMOLISH AND REMOVE REMOVE BIRCH SHRUBSx4 �� 1; \\w fir "0 \ 9. ALL DEMOLISHED MATERIAL IS TO BE REMOVED TO LANDFILL. MULTI -FAMILY RESIDENTIAL / Ir' \ ©EMOLISHAND REMOVE' r � POWERPOLE + "�` 1; 11 I L `. \ yr DOGWOOD x3 +` . 5 ,v/ *a \ R57.08 DEMOLISH AND REMOVE / � ., 2 + �` DEMOLISH AND REMOVE ��A,q \`\� \ CONCRETE PATH i > + j— FENCE x2 f' '+ \ q°fig \�\ -- - OQ \ + DEMOLISH AND REMOVE 2 raj F �� \ \� 525. \ OVERHEAD ELECTRIC LI t, r _ e \ EASEMENTS OF RECORD: +� S / e M �'+ j/ °tea �,� , DECIDUOUS MAGNOLIA DEMOLISH AND REMOVE ABANDON EXISTING SEPTIC +�� if' ;' _ „"_ \ \ (EASEMENTS AS KNOWN OR DISCLOSED, NO TITLE REPORT FURNISHED, WOOD PATH EDGE LINE PAST NEW C/0 r t* +�.&,�.� � / , � ; = � ' �' i � y �.—_�� � ADDITIONAL EASEMENTS OR UTILITIES MAY OR MAY NOT EXIST.) i \\I+`\ilr� \ GRAVEL DRIVEWAY '!fir/ +`\IT ONE STORY HOUSE / �\ \ 3846.SO SF N,�Z' '_ 'UTILITY POLE \ \ DEMOLISH AND REMOVE �' y/ VIRGINIA ELECTRIC AND POWER COMPANY EASEMENTS: DOOR 527.91' , ` / + ,'�" / '' ARBORVITAE SCREEN / 1303 SF ) ROSE OF SHARON x6 G,' \ av7� +l&1\ / y DOGWOOD DEMOLISH AND REMOVE 20"WILLOW OAK '.'.'.'.'.'.'. DB 307/183 POLE LINE EASEMENT PARALLEL TO RT. 250, NO WIDTH GIVEN. ° HEMLOCK ROW a1i3�&Ir` I\ / • �� V / / 1 BRICK PATH + \ ` NOT PLOTTED �gl ` �/ j +� '� DB 316/562 POLE LINE EASEMENT PERPENDICULAR TO RT. 250, NO WIDTH i. \ DEMOLISH AND REMOVE DEMOLI hI A1tlg REMOVE i' + \ ' \ GIVEN. -NOT PLOTTED REDCEDAR / � FLAG POLE+ � .\ m � • �\ BRICK ' � ' r`'� + j'� •_�•. . .' 1 I O/ I 2STORYHISTORIC TAVERN \ 'I �' �'j 7 ` \ \ T J�IJi+'GIr�/ •�• PATIO 4' It 1 =, DEMOLISH AND REMOVE \\ ROOF6T10PF51.T of }' / // LAURELS + / • BRICK' RICK RETAININ% WALL / ck �// \ ° ......... \ ELECTRIC EASEMENT RESERVATIONS: MAXHEIGHT�\2.00' o/ ✓�; 6jS �/ \ \ems. `� DB 263/230 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING POND 1 '' H a / BE AxLflEE =Y\+ Ir / ' ' ' ' \\\ I'll 1 / ` / / �1s / I �\\ iSTORYBLDG - ��' �(' DEMOLISH AND REMOVE \ \ PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT ELEVATION 4plr� \ ``I DOOR 525.8'`DEMOLISH AND \ . . . . . . . 53490' • • • • • • \ ; DEMOLISH AND REMOVE ROOFTOP525.8'9' ,�REMOVEDOGWOOD DOGWOOD .... PLOTTABLE. EXISTING PATIO \ 23osF +j, / ; ;' + ` 9pop • • • • • \ DB 263/440 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING s / DEMOLISH AND REMOVE EXISTING PORCH / 1 STORY HOUSE / ( ( �� ' ` �ooT pry • PROPERTY. No WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT PLOTTABLE. \ PER ARCHITECTURAL PLANS FF 526.94' a'\ / __ RIDGELINE 538.25' \ �/ � ` . 4/, WOODED SLOPE <�-- '- 1724 SF / \ pia' 7F + Q� c. f ���� - -- TM 59-15MI-1\ • • • • • ' VIRGINIA TELEPHONE AND TELEGRAPH EASEMENTS: 3 _MIKQF DECIDUOUS < . =�_� / _ o q Ga ; ; D AND / . 7STONE RETAINING WALL /�� �� \ �i\ CRAPEMYRTLE x3 I I DB 338/415 POLE LINE EASEMENT 10' IN WIDTH CENTERED ON WIRES AS R . . . . DEMOLISH AND REMOVE \ / �� / IVY ROAD RE LLB`., ' y CRITICAL SLOPES MAX HEIGHT: 3.00' �• -� POWER POLE UTI TY POLE /� r r'1 DOGWOOD IIx CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED. `_-- 5 sLDG o`1 DB 5123/91 DB 338/424 POLE LINE EASEMENT, 20' IN WIDTH CENTERED ON WIRES AS CONSTRUCTED. N L ATI N PE SPECIFIED. NOT PLOTTED. -------- .. ///j.�. �' .. _r + C1 COMMERCIAL I BENCHMARK o oc o s c o 0 ——i•!��•.. ./• -. -- ,� g" a, /; �. '�'✓ \ IRON PIN 5 Y DEMOLISH AND REMOVE EXISTING HOUSE ` ' `tip \ LAND USE U ASSIGNED ELEVATION o /// \ER ARCHITECTURAL PLANS \\ I I \ 1 N \ 15z3.3r WATERLINE EASEMENT: r y f -- /-- __ DEMOLISH AND REMOVE ! j'jIl 31" WHITE PINE , ' OVERHEAD ELECTRIC LINE ' ,� % \ \ DB 357/219 RIGHTS TO A WELL AND WATERLINE, IN EXCHANGE FOR A �SOp d C/ , , , , , , , , , , , '.' ' UTILITY POLE RELEASE TO RIGHTS TO A SPRING. a ------ --- ��' //./. ///./.�.. _ :/ :``: CRITICAL SLOPES .may . . . . . . . . . . . . . . . . I---yl�—'.—r- -- .�.\,[. +II 1 .V o... • • .............. • • • . 55po0 \/j/j DB 263/440 A 20' WIDTH EASEMENT FFOR ACCESS, OVER THE "OLD D.S. .•``` \ ``/`` ``�� / \ ���',',',; �BLACKWALNUT / L'1 II BLACK WALNUTx3 \ ROAD",SHOWN HEREON ON THE WESTERN SIDE OF THE PROPERTY. ' = \ DB 4491/396 A SHARED DRIVEWAY EASEMENT SHOWN HEREON. AREA OF RESTRICTED USE: r = ' II W / DB 263/230 AREA DEFINED To BE KEPT FREE OF BUILDING OR PENS of ' '•'•'•'•'•'•'•'•'•'•'• \\\ ',`j� =� ','1 ! I�Z g� \\ �� ANY KIND; TO BE USED ONLY FOR GARDENS AND PASTURE (EXCEPTING FOR HOGS OR GOATS SHOWN HEREON. HOUSE - -------------- 1 •I. n — TM 59-15A �, I. .. ;1 1, \ ------------ ` ' IVY ROAD RE, LLC `�X� .. / \ i.,l,'., .. a , . ,' I ;I ,I !I ` =' * �,. .1 ; . • `� .I .I ,.i ., .I ., I ; I -' WELL HOUSE ll * `� ;\ `1. 1. I. M I, ;. 1 11 I I I I II •.i RURAL AREA/C1 COM_ME-KAL "k,,A :. Inst201800013717 - G�e,�`.' ti:. i.'.'.'.'.'.'.' '.''`I'.'�'.'';.'.;.';{ 'I!I . JAPANESE MAPLE x2 T FEMA FI A 7 X 51003CO265D 2/4105 �`� ............ 00 one. . . . . . . . . . . . i iI..lI •. I,'1I '`.s `. Samuel Miller Magisterial District ..` GRAVEL DRIVEWAY ;!. I:1.. --------------- WOODED SLOPE BLDG CONC PAD .I; .:L MIX OF DECIDUOUS AND EVERGREEN O1ti5 ��a^ 1 •1 •I I ; 1 y' '. ' '-L......... 53�1_00 T TM 59-15B N87.O8.33"W86.82' HALLAM ROTH \� DB 4263/729 /`, TM 59-15 RURAL AREA JERRY D BENINATE SINGLE FAMILY RESIDENTIAL / u DB 1654/396 RURALAREA o RESIDENTIAL -MOBILE HOME o, VEIinCALSCALE: 1'-2V 8 W 51d i10 G1GHI lME AT3g HEIGHT 510 i35 5]6 i32 TLIf✓EAT].5'I,EIGY{wo 01oN R� 5]2 sn i28 Eq GQAOE 529 i44 524 i20 5A IS g y§ �a 53 SIGHT DISTANCE PROFILE AT IVY ROAD SCALE: 1 "=200' EXISTING CONDITIONS AND DEMOLITION PLAN SCALE: 1 "= 20' 20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 0 >4 W z z W �i FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: OF D 'V U JON�. GARBER v No. 038568 12/16/21 ��SIONAL E�0'ti ARCHITECT NAME/SEAL: a 5 a r U d 0a C� H U t` I CO. COMMENTS 12-16-21 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: OCTOBER 1, 2021 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: EXISTING CONDITIONS AND DEMOLITION PLAN DRAWING NUMBER: C-03 4E I 20 PARKING CALCULATIONS TABLE AS PER 18-4.12.6 OFFICES, BUSINESS, ADMINISTRATIVE AND PROFESSIONAL (INCLUDING MEDICAL OFFICES BUT NOT DENTAL CLINICS) REQUIREMENT: 1 SPACE 1200 SF OF GROSS COMMERCIAL OFFICE SPACE WHERE GROSS COMMERCIAL OFFICE SPACE= 80% OF THE NET SF OF THE BUILDING FOOTPRINT OR AT THE REQUEST OF THE APPLICANT, THE ACTUAL NET OFFICE FLOOR AREA AS SHOWN ON FLOOR PLANS SUBMITTED BY THE APPLICANT, DELINEATING THE ACTUAL NET OFFICE FLOOR AREA, WHICH PLANS SHALL BE BINDING AS TO THE MAXIMUM NET FLOOR AREA USED. NET SF OF OFFICES ONLY: 2,396 sf T = 11.95 = 12 zoo TOTAL SPACES REQUIRED = 12 (INCLUDING 1 H/C) TOTAL SPACES PROVIDED = 12 (INCLUDING 1 H/C) CO CO / \ m I.ZI / F / INSTALL FLAGPOLE \ INSTALL PVC / ELECTRIC CON DUIT 2' PVC CONDUIT \ I INSTALL STEEL EDGING ALONG - 7 DRIVE AND PARKING 10 GRAVEL DRIVE PE7i'0 fi L1/C YARD INLET TO COLLECT //l��n�n////^������^�^ O 6328.50 SF OUTPUT FROM ROOF AND INSTALL STEPPING STONES \ ODOO FOUNDATION E, 4"Y OF �� STRUCTURE, 4'YARD HANDICAP PARKING AND ACCESS AISLE '```���� INLET TO 90' ELBOW SEE DETAIL I/C-06A 1\ R3.00 INSTALL BRICK PAVERS GRADE: 524.15 1.50 PER DETAIL 3/C-06 INV. OUT: 520.77 INSTALL ADA COMPLIANT GRAVEL GRID ix 580.70 SF PER DETAIL 2/C-06 2 y� _ c�l�l�/ EXISTING 1 STORY _Op .Il) _ HOUSE ayQ�� 1303 SF . 70.E i lte .00 / \ W FEE 527.91 'RESERVED OWNER . 8.00 (L�� PARKING' SIGN ��/ INSTALL SCREENING FENCE .� / \ 5 SEE DETAILS 1 AND 2l C-04 A HVAC dc6.00� �K(R ��` EXISTING BRICK INSTALL BRICK PAVERS e \ \ PATIO PER DETAIL 3IC-06 R2.00 EXISTING 2 STORY RJ4 �, HISTORIC TAVERN v 4.� 1612 SF FFE 526.94 ADA ACCESSIBLE PATH EMERGENCYACCESS 4.0 PROPOSED DISTANCEm8Z00' PROPOSED (� �1 STORY ADDITION 2 STORY 285 SF ADDDII SON FEE 526.60 / K01 POND TO REMAIN IN -GROUND PROPANE TANK 4,Qg FEE 526.83 . / YARD INLET TO COLLECT Igo h \ (AT REAR OUTPUT FROM ROOF AND ENTRANCE) / EXISTING STONE RETAINING WALL, REMAIN FOUNDATION DRAINS \ 1�� 1 y�y DES41 MAX HEIGHT 3.00' / STRUCTURE. 1� AND LANDSCAPING- 8"BRONZEBRONZE NYLNYLOPLAST DROP -IN GRATE TO _ 8" NYLOPLAST TEE / r CRITICAL SLOPES �� T/ / TOP: 52. INV. OUT: 524.5555 / fi / / c EXISTING BIRDCAGE, TO REMAIN 45' ELBOW / U n / BLDG (INSTALL 8' PVC STORM PIPE (/\ 127.50' 1.3% 45' ELBOW / 1'PVC CONDUIT 3' PVC CONDUIT /\ \ CRITICAL SLOPES GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 Z Z i // 04 2' PVC CONDUIT R25.00- /r INSTALL4"PVC STORM PIPE \� \ R2.50 � car\ ' (FROM PATIO r FASTING G I STORR1 ` \ BLDG 230 SF HVAC / FEE: 525.87 ELEC HVAC T / r 8' PVC°Qp PIPE END ^6. INV. OUT: 520.z� �O\ \z/ 2' PVC CONDUIT SHARED DRIVEWAY ACCESSEASEMENT \ (SEE SHEET C-03 A) N!E\ND\LWO 1 /`/ INSTALL STEEL EDGING ALONG DRIVE AND PARKING INSTALL STEPPING PIPE END INV. OUT: 522.85 INSTALL SCREENING FENCE SEE DETAILS 1 AND 2l C-04 A / PIPE END INV. OUT: 524.25 / INSTALL 4" PVC STORM PIPE 22.00' @ 1.8% INSTALL 4' PVC YARD INLET INSTALL 4'PVC YARD INLET T04'PVCTEE TO 10° ELBOW I TOP: 525.65 TOP: 125,41 \ INV. IN: 524.48 LINV. OUT: 524.65 INV. OUT: 524.48 EMERGENCY ACCESS DISTANCE - 112.00' 2' PVC CONDUIT \ INSTALL KNOX BOX CONTRACTORS TO COORDINATE WITH ONE ANOTHER / OVERALL SITE PLAN SGALE: 1" 20' GENERAL NOTES: / `a 1. ALL RADII = 5' UNLESS NOTED OTHERWISE. W 2. ARCHITECTURAL BUILDING DIMENSIONS SUPERSEDE BUILDING DIMENSIONS AS SHOWN ON THIS PLAN. 3. PAVEMENT AT ALL ENTRANCES SHALL MATCH THE EXISTING CROSS SECTION OF ROUTE 250. 4. THERE WILL BE NO CHANGE IN THE EXISTING POINT OF INGRESS TO, OR EGRESS FROM, THE SITE. per, 5. THE MAXIMUM IMPERVIOUS SURFACE AREA ONSITE IS 3100 SF(0.07 ACRES). W 6. PROPOSED SITE USE IS COMMERCIAL OFFICE ONLY. THERE WILL BE NO RETAIL USE, EITHER GIFT, CRAFT, ANTIQUE SHOP, OR OTHERWISE. TOTAL ACREAGE OF PROPOSED USE = 0.06 ACRES W TOTAL NUMBER OF EMPLOYEES = 4 • 7. NO SITE LIGHTING IS PROPOSED FOR PARKING AREAS.j 8. THERE ARE NO ADDITIONAL EASEMENTS PROPOSED FOR THE SITE. W 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE F1 ELIMINATED. Z 10. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE PUBLIC NUISANCE AND NOT OVER SIDEWALKS. a 04 11. ALL ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL CONFORM WITH ADA DESIGN STANDARDS FOR ACCESSIBILITY. CROSS SLOPES OF ACCESSIBLE PARKING SPACES AND ADJACENT ACCESS ISLES SHALL NOT EXCEED 1:48. ACCESS ISLES SHALL FIRM INFO: BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. Lineage Architects, P.C. 12. ORDINANCE 18-4.12.13(C): LOADING SPACE. THE LOW LEVEL OF ON -SITE STAFF AS WELL 91 P.O. Box 98 Lee Highway AS THE INTENDED USE OF THE OFFICE AS A SPACE FOR MANAGING LOCAL ASSETS Verona, VA 24482 WILL NOT GENERATE THE SIZE OR QUANTITY OF DELIVERIES TO THE BUILDING SUCH THAT A LOADING SPACE WOULD BE NECESSARY. THESE FACTS, IN COMBINATION WITH Phone: (540) 248-1621 THE OWNER'S INTENTION TO MAINTAIN THE HISTORIC CHARACTER OF THE SITE, LEAD Email: info@lineagearch.com TO THE REQUEST THAT THE LOADING SPACE REQUIREMENT BE WAIVED VIA 18-4.12.13(F). ENGINEER NAME/SEAL: 1 - T 14. PER NOTE 9 / C 03, ALL DEMOLISHED MATERIAL IS TO BE REMOVED TO LANDFILL. LTH O .FA F . 0 FIRE FIGHTING INFORMATION: (UJON:ATHAN F. GARBER '1. AVAILABLE FLOW AT HYDRANT NO. 12796 = 2796 GPM038568 16/21`2. NEEDED FIRE FLOW = 1500 GPM AL E a. F = 1.5 WOOD FRAME b. A = 2842 SF ARCHITECT NAME/SEAL: c. C =1439 GPM =1500 GPM d. 0 = 0.85 (C-2 OFFICE) e. X = 0.12 f. P = 0.0 WEEKLY TRIP CALCULATIONS: NOTE: INTENDED SITE USE IS LOW VOLUME COMMERCIAL PER APPENDIX F OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD DESIGN MANUAL. IS Tavern Summary of Trip Generation Calculation For 4 Employees of General Office Building June 09, 2020 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 3.32 2.16 1.00 13 7-9 AM Peak Hour Enter 0.42 0.00 1.00 2 7-9 AM Peak Hour Exit 0.06 0.00 1.00 0 7-9 AM Peak Hour Total 0.48 0.71 1.00 2 4-6 PM Peak Hour Enter 0.08 0.00 1.00 0 4-6 PM Peak Hour Exit 0.38 0.00 1.00 2 4-6 PM Peak Hour Total 0.46 0.70 1.00 2 Saturday 2-Way Volume 0.54 0.80 1.00 2 Saturday Peak Hour Enter 0.05 0.00 1.00 0 Saturday Peak Hour Exit 0.04 0.00 1.00 0 Saturday Peak Hour Total 0.09 0.31 1.00 0 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS Summary of Trip Generation Calculation For 1.73 Th.Gr.Sq.Ft. of General Office Building June 17, 2020 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 11.01 6.13 1.00 19 7-9 AM Peak Hour Enter 1.36 0.00 1.00 2 7-9 AM Peak Hour Exit 0.19 0.00 1.00 0 7-9 AM Peak Hour Total 1.55 1.39 1.00 3 4-6 PM Peak Hour Enter 0.25 0.00 1.00 0 4-6 PM Peak Hour Exit 1.24 0.00 1.00 2 4-6 PM Peak Hour Total 1.49 1.37 1.00 3 Saturday 2-Way Volume 2.37 2.08 1.00 4 Saturday Peak Hour Enter 0.22 0.00 1.00 0 Saturday Peak Hour Exit 0.19 0.00 1.00 D Saturday Peak Hour Total 0.41 0.68 1.00 1 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS AVERAGE DIRECTION OF TRIPS DIRECTIONAL FACTOR FOR US 250 FROM DICK WOODS RD. TO US 29 :.689 AVERAGE DAILY DRIVEWAY VOLUME: 19+13 = 32+2 = 16 DRIVEWAY VOLUME x DIRECTIONAL FACTOR: 16 x .689 = 11 EAST -BOUND DAILY TRIPS : 11 WEST -BOUND DAILY TRIPS: 5 .a .a U W a O P V a v t` I CO. COMMENTS 12-16-21 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: OCTOBER 1, 2021 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: OVERALL SITE PLAN DRAWING NUMBER: C-04 =I Source: Va. DSWC TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of Rate Adhesive (Adhesive: Water) Nossle Gallons/Acre Anionic 7:1 Coarse Spray 1,200 Asphalt Emulsion Latex Emulsion 12.5:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 Acrylic Emulsion 7:1 Coarse Spray 450 (Non -Traffic) Acrylic Emulsion (Traffic) 3.5:1 Coarse Spray 350 � r ' LIMITS OF DISTURBANCE \ . 11 ---- — — -- — x� x SF TO \\ ; x. PS O TP \ TP RAIN GAUGE AT CO ER I \ tjjj STORAGE C NTAINER P RTA-JOHN �x 525 \ \ 7+ 523 \x\x\ / \ DUMPSTER _ / ` \ SF CONCNTE WASH -OUT BY b24 , TIC. ACF li\VIRONMENTAL \ \ GENERAL NOTES: GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. ALL WHEEL WASH WATER TO DRAIN TO WASH WATER TRAP. TOP ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT W IVY ROAD ELEVATION OF TRAP TO BE APPROX. 523.00', BOTTOM ELEVATION CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND U S ROUTE 250 `TQ BE APPROX. 522.00' SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA I ter, REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS (4VAC50-30). 80.00 R.O.W. 2. SF OF TSSP : 2173.00 • 3. CONTRACCTOR HAS INDICATED THAT ON SITE FUEL WILL NOT BE REQUIRE ES-2: THE PLAN -APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION Lra CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK w PRIOR TO THE FINAL INSPECTION. THE NAME OF THE RESPONSIBLE LAND DISTURBER MUST BE PROVIDED TO Z THE PLAN -APPROVING AUTHORITY PRIOR TO ACTUAL ENGAGEMENT IN THE LAND -DISTURBING ACTIVITY rrr-�4 SHOWN ON THE APPROVED PLAN. IF THE NAME IS NOT PROVIDED PRIOR TO ENGAGING IN THE W LAND -DISTURBING ACTIVITY, THE PLAN'S APPROVAL WILL BE REVOKED. W ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS SOON AS THE ' FIRST STEP IN CLEARING. ES-4: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF SITE BORROW OR WASTED AREAS), THE CONTRACTOR SHALL V SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE a PLAN APPROVING AUTHORITY. cE 525.00 ES-5: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL FIRM INFO: / \ _ O�j i 526 1 MU \ WASH ER TRAP, �G. EXISTING 1 STORY , SE NOTE 1 HOUSE ' `� I \ E QQ� 1303 SF v y I PS \ T / FFE 527.91 ' � I s ��% � � � 523 � .��/ \�, i EXISTING2 STORY HISTORIC TAVERN P. \y v / ��� 16126E /SF \\ FFE 526.94 �'� +� MU `` PROPOSED 1STOYADDmGNPROPOSED (FRO PATIO ^ Q E%ISTING 1 STORY REAR ENIRAN TO ` 2 DITTO 285 . SLDG LIMITS OF DISTURBANCE / — o ADDITION FFE526.60 E 5M. M v / _ `I PS 979 $F FFE:525.6] .CIP v O F(ATFE REAR / _ \ NT REAR ( % - '/ ENTRANCE) ---^� / ``` AND LWDSCAPING. 526 ER O O — TO / v U op __ $ 0 I CRITICAL SLOPES T'/ // C_� �5255 B MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN Lineage Architects, P.C. APPROVING AUTHORITY. P.O. Box 991 _ 98 Lee Highway ' Verona, VA 24482 - SYNTHETIC CONSTRUCTION ENTRANCE - ES-6: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES TRACKOUT CONTROL MATS BY FODS, DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS Phone: (540) 248-3771 OR EQUIVALENT -SEE DETAIL 04l C-06 A ACHIEVED, AFTER WHICH, UPON APPROVAL OF THE PLAN -APPROVING AUTHORITY, THE CONTROLS SHALL BE Fax: (540) 248-1628 / ` \ \ REMOVED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE REMOVAL OF Email: info@lineagearch.com \ TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ENGINEER NAME/SEAL: UNNAMED TRIBUTARY - OF IVY CREEK \ ES-7: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. LIMITS OF DISTRUBANCE `IES-8: n-,o THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST EVERY 2 WEEKS ANDTOTAL DISTURBED AREA IMMEDIATELY AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO 24,833.35 SQ FT= 0.57 AC. MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. v 1 / _ _ - -\ - - _ 526 SQ0 ?� � _ ; LIMITS OF DISTURBANCE------------ /L// 0p / ------ — --- // �___ / \ \ \ \ CRITICAL SLOPES 1367-06'SF-AREA DOWNSLOPE`� _ OF SEPTIC DRAIN FIELD, UPSLOPE OF CRITICAL SLOPES. `,'` !` , I j T/ r I I I I •� \ ``` I I I PROPOSED SEPTIC DRAIN FIELD ` WITH 100%RESERVE. `�` / I I, I j I tt 2-------------- _ \ --- `` !I I II �Z�- � MITS OF DISTURBANCE chi, I tt ----------------- i tt 535.00 > T v GRAPHIC SCALE U 20 O 10 20 40 S C ( IN FEET ) r 1 inch = 20 ft. e0 GRADING/E&SC PLAN SCALE: 1 "= 20' ES-9: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEEN SIOIVAL Er TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE. ARCHITECT NAME/SEAL: ES-10: SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS FOR AN ANTICIPATED DURATION OF GREATER THAN 30 DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA. ES-11: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING SURFACE AND AIR MOVEMENT OF DUST \ FROM EXPOSED SOILS WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMAL OR PLANT LIFE. LEGEND ES-12: A VSMP IS REQUIRED FOR PROJECTS DISTURBING 2,500 SQUARE FEET OR GREATER IN A DESIGNATED CHESAPEAKE BAY PRESERVATION AREA (CBPA) OR 10,000 SQUARE FEET OR GREATER OUTSIDE THE CBPA. FOR MORE INFORMATION VISIT THE VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMITTING WEB PAGE AT: http://www.deq.virginia.gov/Programs/Water/StormwaterManagement.aspx N0. TITLE KEY SYMBOL 3.02 TEMPORARY SYNTHETIC CONSTRUCTION ENTRANCE 3.05 SILT FENCE 3 07 STORM DRAIN INLET PROTECTION 3 08 CULVERT INLET PROTECTION 3.30 TOPSOIL STOCKPILE TSSP TSSP 3.30 TOPSOILING 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES Per Acre Per 1000 sq. ft. Mulches Notes Free from weeds and Straw or Hay 1 - 2 tons (Minimum 2 tons 70 - 90 IDS. coarse matter. Must be for winter cover) anchored. Spread with mulch blower or by hand. Do not use as mulch for Fiber Mulch Minimum 1500lbs. 35 Ibs. winter cover or during hot, dry periods. Apply as slurry. Cut or shredded in 4-6" lengths. Air-dried. Do not Corn Stalks 4 - 6 tons 185 - 275 Ibs. use in fine turf areas. Apply with mulch blower or by hand. Free of coarse matter. Air-dried. Treat with 12lbs Wood Chips 4 - 6 tons 185 - 275 Ibs. nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Free of coarse matter. Bark Chips or Air-dried. Do not use in fine Shredded Bark 50 - 70 cu. yds. 1 - 2 cu. yds. turf areas. Apply with 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 Ibs. / ac. or 45 Ibs. / 1000 sq. ft. Source: Va. DSWC a a U w a O V U 1 CO. COMMENTS 12-16-21 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: OCTOBER 1, 2021 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: GRADING/E&SC PLAN DRAWING NUMBER: C-05 i s at �I s� i Erosion and Sediment Control Narrative FOR DS Tavern Date: September 15, 2021 Lineage Project No. 19066 PREPARED BY: LINEAGE ARCHITECTS, P. C. 98 LEE HIGHWAY PO Box 991 VERONA. VA 24482 1 g CONSTRUCTION SEQUENCING NOTES: The following construction sequence shall be utilized to ensure that the proper erosion and v sediment control practices are in place and fully operational prior to upslope land disturbance. Although not listed in the steps below, construction road stabilization and dust control measures shall be held in force at all times, during all phases. v 1 -Install silt fencing and any other perimeter controls deemed necessary by County inspector. 2 -Arrange pre -construction conference with Owner's rep, Builder, County E&SC Inspector and v Engineer prior to commencing any land disturbing activities. 3-Install construction entrance and inlet protections. 4 - Rough grade the site. Extra topsoil may be placed on the temporary stockpile as necessary 5 -Upon receiving certification of stabilized surfaces, remove all measures. All measures Snall pe removed trom the upslope areas moving clown the slope. All non-hardscaped or non -built areas shall be treated according to the following section prior to project completion. GRASS ESTABLISHMENT v 1. Topsoiling - 3.30 Topsoil shall be stripped from areas to be graded and stockpiled for future use on the site. The Erosion and Sediment Control Administrator shall approve stockpile locations. Stockpiles shall be temporarily seeded and protected with silt fence. When the topsoil is v spread over the graded areas, it shall be placed in 2-4 inch compacted lifts. Topsoil hauled offsite shall be disposed of in an approved area as directed by the Erosion and Sediment Control Administrator. S 2. Temporary Seeding - 3.31 The topsoil stockpiles and all areas to be rough graded during the course of the project i shall be immediately seeded with temporary vegetation upon completion of grading s operations. The appropriate seed mixture will be dependent upon the time of year it is to be sown. Seeding information is given below. The Erosion and Sediment Control Administrator must approve any deviation from these mixtures. s NOTE: Stabilization measures shall be applied to earthen structures such as dams, dikes, diversions, and sediment basin embankments immediately after construction of the said structure. 3. Permanent Seeding - 3.32 Permanent seeding shall be completed within seven days from achieving final grade of 1 the site v 4. Mulching - 3.35 v Areas that have been permanently seeded shall be mulched immediately following seeding. It is the Contractor's responsibility to take steps that the permanent seeding establishes successfully. Organic mulches are preferred -chemical mulches will be accepted following Owner's approval. 5 This narrative describes the erosion and sediment control measures to be emplaced for the renovation of an existing house previously containing an antique shop to office use, associated parking improvements, and landscaping upgrades at IDS Tavern located east of Ivy along US Route 250 in Albemarle County, VA. PROJECT DESCRIPTION The project consists of grading and site work necessary to prepare an area for an addition to the existing building, an upgraded parking lot, and landscaping improvements. The lot is owned by Ivy Road RE, LLC., and currently is a well -maintained grass area with associated walks and a gravel parking area. Total disturbed area associated with this project is approximately 0.57 acres with all treated by use of silt fence. An increase in impervious surface of approximately 0.05 acres is anticipated. Please note that the new addition and patio on the rear of the structure have slightly less square footage of impervious surface than the existing condition. The project should complete in May of 2022. EXISTING SITE CONDITIONS Vegetative Cover - The site is currently a well maintained grass area with a gravel parking lot. Note that undisturbed areas on the rear slopes have heavy forest. Topography - The site drains to an unnamed tributary of Ivy Creek. ADJACENT PROPERTIES To the east a residential lot owned by Ivy Road RE, LLC. To the north is US Route 250. To the west is a residential property. To the south is a forested area. Sheet C-03 of the accompanying plan set provides additional information on the adjoiners. There are no known environmentally sensitive areas within the project. A Tier III groundwater study has been performed for this area. The study concludes that this development will have no adverse effects on groundwater. A copy is attached. Any necessary offsite waste or borrow areas must be approved by the Albemarle County E&SC Administrator prior to their use. SOILS "83, Colvard Fine Sandy Loam, 0 to 2 percent slopes, occasionally flooded" as reported in the Soil Survey for Albemarle County. The soil for Colvard is observed to be hydrologic soil group "A" and the drainage class is "well -drained". The soil is observed to have a minimum depth to bedrock of 80 inches, with permeability ranging from 1.98 in/hour to 5.95 in/hour, while the water storage capacity is "moderate". The soil discussion above is based on reports available from the NRCS Websurvey 2 PERMANENT STABILIZATION Permanent stabilization shall be applied to denuded areas immediately after final grade is achieved 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 undisturbed for more than 14 days. Permanent stabilization shall be applied to areas left dormant for more than one year. Seeding shall be conducted in accordance with the latest edition of the Virginia Erosion and Sediment Control Handbook. Permanently seeded areas shall be protected during establishment with straw mulch. Hydro -seeding also requires straw mulch protection. Seeding and fertilization shall be in accordance with the following specifications: TEMPORARY SEEDING PLANTING DATES SPECIES RATE IN LBS. PER ACRE 50-100 lbs/acre Sept. Ol -Feb. 15 -Annual ryegrass (Lolium Multi-Florum) 50% -Cereal inter Rye Secale Cereale 50% 50-100 lbs/acre Feb. 16 -Apr. 30 -Annual ryegrass lium Multi-Florum 100% 50 lbs/acre May Ol - Aug. 31 1 -German Millet Setaria Italics 100% PERMANENT SEEDING REQUIRED CARE LEVEL SPECIES (COMMERCIAL OR RATE IN LBS. PER ACRE RESIDENTIAL) 200 - 250 lbs/acre Minimum -Kentucky 31 or Turf -Type Tall Fescue 90-100% -Improved Perennial Regrass 0-10% -Kentucky Bluegrass 0-10% 125 lbs/acre High -Minimum of 3, Maximum of 5 Varieties of Bluegrass from approved list for use in Vir inia 150 lbs/acre General Slope, 3:1 or less -Kentucky 31 Fescue 85% -Red Top Grass 3% -Seasonal Nurse Crop** 12% General Slope, Greater than 3:1 150 lbs/acre -Kentucky 31 Fescue 70% -Red Top Grass 3% -Seasonal Nurse Crop** 13% -Crownvetch**** 14% **Seasonal nurse crop to be selected according to time of year when sowing will occur. Seed will have short germination period for weed and erosion control. ***Weeping Lovegrass may also be included in any slope or low -maintenance mixture during warmer seeding periods. Add 10-20 lbs/acre in mixes. I3 CRITICAL EROSION AREAS No areas are expected to exceed the E&S capacities of typical standards of care. EROSION AND SEDIMENT CONTROL MEASURES AND STRUCTURAL PRACTICES Unless otherwise noted, the structural and vegetative practices shall be constructed and maintained according to the Minimum Standards of the Virginia Erosion and Sediment Control Law, Regulations and Certification Regulations and Specifications outlined in the latest edition of the Virginia Erosion and Sediment Control Handbook. The following summaries are for quick reference only and do not preclude any requirements or standards listed in the Virginia Erosion and Sediment Control Handbook. Also, other measures not specifically listed here or on the construction plans may be required to keep the site within regulatory compliance during construction. The need for such items may not be evident until the beginning of construction. The County representative will determine the need for additional erosion and sediment control measures. 1. Temporary Construction Entrance - 3.02 One temporary construction entrance shall be constructed as shown on the Erosion and Sediment Control Plan. The entrance shall be maintained in a condition that prevents tracking or flow of mud onto public rights -of -way. This may require periodic top dressing with additional stone or washing and reworking of existing stones as conditions demand and repair and/or clean -out of any structures used to trap sediment. All materials spilled, dropped, washed or tracked from vehicles onto roadways or into storm drains must be removed immediately. During wet weather conditions, construction vehicle drivers will be required to wash their wheels prior to entering the highway. During the washing process, the contractor shall ensure that the runoff created by the washing process is passed through one of the sediment removing devices such as a section of silt fence. Water for washing operations shall be hauled to the site. The use of water trucks to remove materials dropped, washed or tracked onto the roadways will not be permitted under any circumstances. 2. Construction Road Stabilization - 3.03 Construction road stabilization requires the placement of stone immediately after grading of any access or construction road. This shall serve to reduce the possibility of erosion and rutting while supporting construction traffic. Temporary stabilization shall be at least 14' in width. Drainage ditches shall be constructed as necessary, and shall be protected by silt fence where appropriate. If necessary, consult the Engineer for additional design to appropriately manage sediment -laden runoff. The minimum stone applied shall be 6" of VDOT #1 Coarse Aggregate. At the Owner's discretion, this may remain in place to serve as a base for final stone application. Periodic top dressing shall be performed as required. Roadside ditches and other drainage structures associated with the road shall be checked regularly to ensure that they do not become clogged with silt or other debris. 3 If Flatpea is used, increase to 30 lbs/acre. All legume seed must be properly inoculated :7lrilrtt/_rl43K97Z6911121:L`r0101� K This project shall not create concentrated runoff. Downspouts will be collected by a buried header and will be sent to the established drainage ditch. Water otherwise leaving the project area will be sheet flow. For grading information, please see sheet C-05. This meets quantity requirements per 9-VAC25-870-66.D. This project disturbs approximately 0.57 acres with a drainage basin of 377 acres more or less. As this ratio is well below 1 %, the requirements for channel and flood protection criteria per 9- VAC25-870-66.0 are met. Water quality requirements indicate a 0.14 pounds phosphorous offset is required. Owner intends to purchase this on the third -party market. VRRM spreadsheet is attached. MAINTENANCE In general, all erosion and sediment control measures shall be checked daily and after each rainfall. The following items shall be checked in particular: 1. The silt fences shall be checked daily for undermining, deterioration, and functioning ability. 2. All seeded areas shall be checked for adequate growth. If adequate growth is not evident, the area shall be re -seeded to prevent the soils from eroding. Additional mulching shall be applied as necessary and appropriate. 3. All temporary erosion and sediment control measures shall be removed only when authorized by the Erosion and Sediment Control Administrator. 4. Trapped sediment and the disturbed soil areas resulting from the removal of the temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 5. Lonq term maintenance of all E&SC associated items is the sole responsibility of the Owner. Maintenance for Construction for Temporary Stone Construction Entrance The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of the existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. Maintenance for Construction Road Stabilization Both temporary and permanent roads and parking areas may require periodic top dressing with new gravel. Seeded areas adjacent to the roads and parking areas should be checked periodically to ensure that a vigorous stand of vegetation is maintained. Roadside ditches and 7 3, Silt Fence Barriers - 3.05 Silt fence barriers shall be installed at locations shown on the Erosion and Sediment Control Plan to filter sediment -laden runoff and decrease the velocity of sheet flows and low -to -moderate level channel flows. Wire reinforced silt fences are required. 3. Culvert Inlet Protection -3.08 Culvert Inlets prevent sediment from entering and being transferred by culvert and associated drainage system prior to permanent stabilization of a disturbed project area. Culvert and associated drainage system is to be made operational prior to permanent stabilization of the disturbed drainage area. The structure shall be inspected after each rain and repaired as needed. When clogged voids are causing ponding, aggregate shall be cleaned. Sediment shall be removed when accumulated to half of the depth of the structure. Removal shall only occur after permanent stabilization of the upslope area. 4. Dust Control - 3.39 The contractor shall take measures to reduce the surface and air movement of dust, which may present health hazards, traffic safety problems or harm animal and plant life during land disturbing and construction activities. Spray of water may be used if desired. Apply water until disturbed soil is damp, but not wet, and repeat as necessary. If adhesives are used, follow the chart on sheet C-05 A. E&SC CONTROL METHODS The following guidelines shall be utilized in the planning of construction: 1. The silt fence shall be constructed as a first step in the land disturbing activity and shall be functional before up slope land is disturbed. 2. Construction shall be sequenced so that grading operations can begin and end as quickly as possible. 3. Temporary seeding and other stabilization shall follow immediately after the site is stripped of topsoil if it is determined that final grading will not begin within 14 days. 4. The excavator shall be responsible for the installation and maintenance of all Erosion and Sediment Control practices in full accordance with applicable local and State regulations, whether or not such regulations are listed in this Narrative or shown on the Plan. NOTE: The contractor shall install sediment trapping measures as the first step in construction. Once in place, the contractor shall strip topsoil and begin grading operations. The contractor shall ensure that at the end of each working day all erosion and sediment control measures are in place and functioning properly. This will be strictly enforced. These controls shall be in effect during the remaining development, which includes final grading, utility construction, and paving. 4 other drainage structures should be checked regularly to ensure that they do not become clogged with silt or other debris. Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: 4�,p,LTH OF U JONATHAN F. GARBER a No. 038568 1.0 t 12/16/21 4v SIGNAL ARCHITECT NAME/SEAL: Maintenance for Silt Fence 1. Silt fences shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. 2. Close attention shall be paid to the repair of damaged silt fence resulting from end runs and undercutting. 3. Should the fabric on a silt fence decompose or become ineffective prior to the end of the expected usable life and the barrier still be necessary, the fabric shall be replaced promptly. > 4. Sediment deposits should be removed after each storm event. They must be removed .wa when deposits reach approximately one-half the height of the barrier. a 5. Any sediment deposits remaining in place after the silt fence is no longer required shall be a dressed to conform with the existing grade, prepared and seeded. Maintenance of Culvert Inlet Protection 1. The structure shall be inspected after each rain and repairs made as needed. x Q 2. Aggregate shall be replaced or cleaned when inspection reveals that clogged voids are u (� causing ponding problems which interfere with on -site construction. ¢ o a 3. Sediment shall be removed and the impoundment restored to its original dimensions when sediment has accumulated to one-half the design depth. Removed sediment shall be tJ deposited in a suitable area and in such a manner that it will not erode and cause sedimentation problems. I--1 I--i a M a O l� 4. Temporary structures shall be removed when they have served their useful purpose, but w U not before the upslope area has been permanently stabilized. Maintenance During Topsoiling Before topsoiling, establish needed erosion and sediment control practices such as diversions, grade stabilization structures, berms, dikes, level spreaders, waterways, sediment basins, etc. These practices must be maintained during topsoiling. Grading: Previously established grades on the areas to be topsoiled shall be maintained according to the approved plan. Liming: Where the pH of the subsoil is 6.0 or less, or the soil is composed of heavy clays, 1 CO. COMMENTS 12-16-21 agricultural limestone shall be spread in accordance with the soil test or the vegetative establishment practice being used. NO. REVISIONASSUE DATE Bonding: After the areas to be topsoiled have been brought to grade, and immediately proir to dumping and spreading the topsoil, the subgrade shall be loosened by discing or scarifying to a depth of at least 2 inches to ensure bonding of the topsoil and subsoil. JOB NUMBER: 19066 DATE: OCTOBER 1, 2021 Maintenance of of Tempora�Seedinq(Reseedinq) Areas which fail to establish vegetative cover adequate to prevent rill erosion will be reseeded DRAWN BY: JMT as soon as such areas are identified. APPROVED BY: JFG Maintenance of Permanent Maintenance of Permanent Seeding (New Seedinq)Seeding) In general, a stand of vegetation cannot be determined to be fully established until it has been DRAWING DESCRIPTION: maintained for one Vear after planting. E&SC NARRATIVE 8 DRAWING NUMBER: C-05 A Irrigation: New seedings should be supplied with adequate moisture. Supply water as needed, especially late in the season, in abnormally hot or dry weather, or on adverse sites. Water application rates should be controlled to prevent excessive runoff. Inadequate amounts of water may be more harmful than no water. Re -seeding: Inspect seeded areas for failure and make necessary repairs and reseedings within the same season, if possible. a. If vegetative cover is inadequate to prevent rill erosion, over -seed and fertilize in accordance with soil test results. b. If a stand has less than 40% cover, re-evaluate choice of plant materials and quantities of lime and fertilizer. The soil must be tested to determine if acidity or nutrient imbalances are responsible. Re-establish the stand following seedbed preparation and seeding recommendations. Maintenance of Mulching All mulches and soil coverings should be inspected periodically (particularly after rainstorms) to check for erosion. Where erosion is observed in mulched areas, additional mulch should be applied. Nets and mats should be inspected after rainstorms for discoloration or failure. If washouts or breakage occur, re -install netting or matting as necessary after repairing damage to the slope or ditch. Inspections should take place up until grasses are firmly established. Where mulch is used in conjunction with ornamental plantings, inspect periodically throughout the year to determine if mulch is maintaining coverage of the soil surface: repair are needed. Maintenance of Dust Control 1. Permanent Vegetation- The application of permanent seeding and saving existing trees and large shrubs can help reduce soil and air movement from construction sites. 2. Stone- Crushed stone or course gravel can be used as a permanent cover which will provide control of soil emissions. DEQ Virgin, RunaffReduetion Method Re -Development tompfionm Spreadsheet - VerdM 3.0 02031 aMP Aanam05 ana spelunadans pe M.S dMt ldi St.M.. slid sIMI.. protect am: 0.S Tavem dm bpurml6 4R 9 ]5 2U11 call le lanear DavebpmeM ProleetP No pMwMMnM 17 Site Information Post -Development Project (Treatment Volume and Wads) 0.57 Check: ;,WIY°F Enter Total Dlsrurldred Area(acres) 4 ns g013 Ssaba • Wearopeleeti NP landroserareas enleredraareeNyi � lam Total dYbaked area MteredP � Pre-ReDeVelo ment land Cover a Asols Basal, Csaas Osad, need. =.pan Y.mlauad-malamaea, u.w Oro •wenR (applard-datme amaaaiar 0. 0.e2 ppmwmmme Prm4m on. o.39 ow Port-Oevebpment land Cawr lacteal Alle 69e1, esa4 DSpY Twls pmmyopm YerePpad-unalw:eea, o.w ow wn.aennlamml- alRunee, mem pr 0.3] 03] anM1mbm(nsarlaoa•1- 0.23 023 Nfia CMdl pL pL pL pIL Aso CanrtaMs RYroRCce M (W Watl lb/ax/rl O.OI 0.90 COVER•e a• mtersummo . 2a mserwmWon rmnl may svnm.q-roa lFmop mser smmurpnR meaeoplamplem d• PeRwOar.ax•.Impemea• FrD•••bpn.mx•.erp.sbas P.mNn..alopmam Fomt/1p-Yamclao(auas) PoIvUOcen Spam ow swest/open spa. o,w a Idnee Mrramml 0.00 Mea....stern 0.00 ala%ro1eu ands". aaHOroy %Fore. %rams S, 0% I. 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Tea MbxrpON 0.60 on 0.w TaYIM1OperstaMn nlJnu Mwlaavl 0.5S sbb 0.39 was RmIMMeebm o.es pepYeMy Wt Treatment Volume and Nutrient Load Treat ment Volume and Nutrient Load .nMm%MpmntTMment VWume Iaam�M o019s o01e9 camp.,.-t a Pawl um 0.0zxe M1ep0em6Plmnt Tnamla at, 4a�N 0.aM0 core m a e 0.a189 renrP`exllem Pm.sperapmMr Ped� lVulume Bf9 82 nmm�al post- Tmmem Volume lobe Meel See po plash VdamelxMe spad 1]z eax en,Valu FrO md.11ee0m pre ReDeuebpmemlp laatl 0WM 0.53 0.52 Fired rip - pwabpmem lP bW 0.62 P .m eppmem m bed tfll au nand• MNpaMauti T gem/M p]s p Fapmaapnemapbaa proem mnempl saes am M.omeleanr a.e MaNpl s.m YeP�m�vaen1 aal Y.IIn.W.d(IbM mn mmemnmamad punaNrMneFpmmpa. - a nenammdwrappi 0.23 nappli m mmwpmmapars" w.'Ipm.sn ao+pma.mpal 'paressamldaae.mmmmp: ReaeumlmxemmmmaraamaperRa%lmdmmrOmmVwenmpmp mmmpMwdwe.pepm�afmmmlm/erdmomer. 3P ma Maabn Ygeaatlpar weeerMrwwee IWfM 0.05 3p boa mandpn aeODlredbr xem Impempaaaee 11,M1 o.09 [WMPo.Mmmlgsnentwea3e fmMe appears ,rne.pmeMpmmm,. onappeddaS:odaddeareare). mlm:m ..ham pM mamam eemmrmma/a, mm p:Mmpa mm. Rmea m:em AxRM:em lam nma o u ror/anMan. Post-Development Load Reduction Required Ilb/yrl 0,]d Nitrogen Loads (Infomletional Purposes only) 'IaouoRe4velopmmta�ewes FinaeD. 1apoplani Oealn/yn 3.ez o.a] Ib/ r Fnnual nalnlall moM1esl <3 e9a4 nYN [SOY pSaY em pnmel t.w rwmUWen sp.a 0.a2 003 o.w a.os iaM pM1ospM1o:us lipl EMC 0.26 Men TUR 0.15 ant 0.22 0.25 TOml rvinapen (ml rmgmyy L86 ImpeMOus[wer 09s 0.95 0.95 0.95 VRRM SITE TAB SGALE: NO SGALE GRAPHIC SCALE 30 a 15 30 60 ,ZQ DIRECTION OF PROPOSED FLOW SGALE: 1 "= 30' FIRM INFO Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: _Xdlfo� O� V v JONATHAN F. GABBER 9 No. 038568 its �12/16/21 I ti S, IVAL E ARCHITECT NAME/SEAL: DRAINAGE BASIN AREA SGALE: 1 "=500' I-� 5 U GENERAL NOTES: x � 1. ALL POST -DEVELOPED FLOW IS SHEET FLOW THAT MEETS THE REQUIREMENTS LISTED AT 9VAC25-870-66.D. 2. PER STORMWATER CONSIDERATIONS / C-05 A, WATER QUALITY REQUIREMENTS F � INDICATE A 0.14 POUNDS PHOSPHOROUS OFFSET IS REQUIRED. OWNER INTENDS o TO PURCHASE THIS ON THE THIRD -PARTY MARKET. J l� 1 CO. COMMENTS 12-16-21 NO. REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: OCTOBER 1, 2021 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: E&SC NARRATIVE, PROPOSED OVERLAND FLOW, DRAINAGE AREA, &VRRM SITE TAB D e7 rr M A 1 ♦lt e ( IN FEET ) 1 inch = 30 ft. `ol of 4" #57 STONE SECURED wl GravelPave OR APPROVED EQUIVALENT 4" HEAVY STONE 12" RDC, COMPACTED wl SHEEP'S FOOT NOTE: THIS DETAIL SHALL NOT BE USED FOR STING SOIL COMPACTED TO ACCESSIBLE PARKING SPACES AND 95%EXISTING STD PROCTOR DENSITY THE AISLE BETWEEN THEM. REMOVE INCOMPETENT SOIL HEAVY DUTY GRAVEL DETAIL SCALE: NTS It 50mm (45.27") 575mm (22.63") I 575mm (22.637) GREENDRIVEWAY GD GRAVEL 60-40 C) A GREEN ALTERNATIVE FOR PAVING AND LANDSCAPING WEB: greendriveway.com Email: info@greendriveway.com GRAVEL GRID DETAIL SCALE: NTS CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. I i I IV{I FLOW 3. ATTACH THE FILTER FARIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXACAVATED SOIL. FLOW EXTENSION OF FABRIC AND WIIRE INTO THE TRENCH. FILTER FABRIC WIRE SILT FENCE DETAIL SCALE: NTS STEEL EDGING GRAVEL DRIVE AND PARKING - APPROX. FLUSH WITH TOP OF EDGING GRADE NO MORE THAN 1/2" — BELOW TOP OF EDGING TURF TAPERED STEEL STAKES TO INTERIOR OF BED AREA NOTE: 1. STEEL EDGING TO BE 1/8"X4" (.120-.125" AVERAGE THICKNESS) OR EQUIVALENT. STEEL EDGING DETAIL 5GALE: NTS STANDARD ALUMINUM SIGN ALUMINUM "VAN-AGGESSIBLE" SIGN 2"X2" STL. TUBE, EXTEND 2'-0" INTO GONG. FILLED PIPE 6" DIA. STD. STL. PIPE FILLED WITH GONGI'R #6 BARS EACH WAY THRU PIPE HANDICAP PARKING SIGN SCALE: NTS d ., III III d° d II RESERVED PARKING O PENALTY $100-500 FINE PRECAST CONCRETE OR GUT STONE CURB BRICK PAVER 3 J" (80 MM) MIN THICKNESS 1' TO 1 �" (25 TO 40 MM) BEDDING SAND F6EROTEXTILE 12" (300 MM) WIDE, TURN UP AGAINST CURB COMPACTED A66RE6ATE BASE GEOTEXTILE AS REQUIRED TURN UP AT SIDES OF BASE �d ° d O„RO U n/ ° COMPACTED SOIL SUB6RADE COMPACTED A66RE6ATE OR COMPACTED BEDDING NOTE: 1. EDGE RESTRAINT SHOULD BE MINIMUM 6 IN. (150 MM) WIDE FOR STREET APPLICATIONS. 2. EDGE RESTRAINT MAY BE EVEN WITH TOP OF BRICK PAVERS. 3. THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE. COLDER CLIMATES MAY REQUIRE THICKER BASES. PAVER SECTION SCALE: NTS FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: .FILTH OF . JONATHAN F. GARBER v No. 038568 12/16/21 44 1 �SjONAL E�� ARCHITECT NAME/SEAL: > w a w ti con P. a M � U o 1 CO. COMMENTS 12-16-21 NO. REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: OCTOBER 1, 2021 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: CONSTRUCTION DETAILS DRAWING NUMBER: C-06 1p 00 $00 8 00 525.65' �I 1 I I 'v 1 1 I I I 1 3 I 1 v 1 s I 1 s I = to 1 s I O I y {' ;: ;I 5;, ; F 525.90' 526.55' 2,1s (144 �OpF 5 I = 527 I I 3 I I I I I v I v HANDICAP SIGN MOUNTED ON POST, 525.85' T DESIGN BY OTHER n I II S/ 84 , Op II (yak J F 3 I - I / n I i I 3 525.95' ------ (TOP 51 AI/ITCC SOB 1. SLOPES IN PARKING SPACES SHALL NOT EXCEED 2%. v 2. SLOPE OF WALKWAY SHALL NOT EXCEED 5%. v 3. CROSS SLOPE OF WALKWAY SHALL NOT EXCEED 2%. 4. ALL SURFACE MATERIALS SHALL BE ADA COMPLIANT. HANDICAP PARKING LAYOUT SGALE: 1" = 5' 0801DI APPROx GRAIN AREA =1 B30 SD IN APPRO%MIGHT =AM 08 0935 1 z5 31 07.115 DIMENSIONSARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAV VPRV THISPRINTOISCLOSESSUSJECTMATTERINWHICH DIMENSIONSARE IN INCHES NYLOPIAST HAS PROPRIETARY RIGHTS. THE RECEIPT GRATE HAS FORT DUTY RATING OR POSSESSION OE THIS PRINT DOES NOT CONFER, QUALITY'. MATERIALS SHALL CONFORM TOASTM ARM GRADE 70,MN5 TRAHSFRLORUCENSETHEUSEOFTHEDESIGNOR PAINT'. CASTINGS ARE FURNISHED WITH A BLACK PANT FLAHS PRINT SHO.OR MYIHEREN REPRODUCTION OF>ORMANTOTORECTONMAnox OPENING MEETS REWIREMENTSOFA, SIZEREPCONTAINED HERO OOR ACT AS DEPARTMENT FEDERAL REGISTER PART III, DEPARTMENTOF ACTICE.28 TIr ARTICEHENDRSN THE D ECTONURE TO FIN JUSTICE, 28 CFR PART J5. IS FOR£HEREFR EEFOR PT BY SECIFICMITTET00THEI6 ERN ICVMID— PERMISSION TENNYLORTAFT PERMISSIONFRCMNYLC%AST ea1xmoun NYLOPLAST 8" DROP -IN GRATE SGALE: NTS 1IXVEM1AAVE 9DF... ID51n NVjPHNRDo)sszbaz ✓ FAxllIOLSII.zA90 v✓ Y10Plaz4m<om 525.50' ADA COMPLIANT GRAVEL GRID BRICK PATHWAY WHEEL STOP, typ. 2 DESIGN BY OTHER THAUKUL INTRu mf GENERAL INFORMATION The FOOS Composite trackout control system is designed to be used as a temporary construction entrance which provides site access while minimizing sediment leaving the site. The top surface of the FODS mat is a geometric pattern formed in the shape of pyramids. The mats are unidirectional and are meant to have the staggered pyramids in the direction of travel. Individual mats are connected together with hardware to form various configurations to fit yourjobsite. Mat Size:12'(w) x 7(I) x 3 3/4" (t) (2 7/8" pyramid height) IF Truck -Load: 96-Mats Mat Weight: 430lbs Hardware boxes is contain within mats pallets Pallet Size: 8-Mats FEATURES 8 BENEFITS • Reusable O Extreme Durability AA�, o Increased Effectiveness at 0 Rapid Installation 8 Removal Reducing Site Trackout 0 Excavation not required 0 U/V Stable c Chemical Resistant 0 Highly Visible , Rock -less Easy to Clean Reduces Waste • Economical J Easy and efficient to Llir 0 Recyclable / Reduces Waste transport from site -site 7YPIICAL INSTALLATION LAYOUTS Each site must be evaluated to determine the proper layout, width, and duration of the FOOS Trackout Control System (FTCS) based site conditions, entry and exit egress, traffic levels, site soil conditions, and ability to the maintain trackout system. Outlined below are a number of common layouts, the mats are unidirectional and due to the versatility of the mats design the FTCS can be engineered to fit the needs of any site: ROADWAY RRAOIRRY pRRYAY AOARWIIY RORIWNY ......a '�f®D1Yi! 'i.n�.Vv�'?•mil �'•v'� FORS lx4 FODS 2x4 FC lx4T FODS lx5T FODS 107 526.79FOOS I.I.C.I THE MUD STOPS HERE I GETFODS.COM I 1-844-200-3637 TRACKOUT CONTROL MAT BY FODS SGALE: NTS if-U. 1 91 10- SEE DRAWING NO. 7001-110-275 FOR ADS N-12 & HANCOR DUAL WALL BELL INFORMATION Q- SEE DRAWING NO. 7003-110-031 FOR WATERTIGHT SWAGE JOINT DETAIL 3 - DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY 4 - DIMENSIONS ARE IN INCHES NYLOPLAST 8 x 8 TEE SGALE: NTS 1735 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 3130 VERONA AVE BUFORD, GA 30518 N to last PHN (770) 932.2443 FAX 770 932-2490 Y www.n to last-us.com Y P Albemarle County Design Standards Manual — Engineering01 "QN�STRUCTION'] ACC 3 SM, 2A RSPHAgIDI `TQ : € t ;COURSE -"- `'" F,-- - I- -S7.ONi-S� CDNSTRU�T q q':. Lj9R ALT FP —AI £S �4 7"- �� I xs INc 12X�:PAV€MEN.. '. 'YUST •XTEN[# T.UL tW1DTH: L,O F�1V£NT )�I]NIICRES JftND,£ RESS, 017£RATI�N PLAN teF�Ir—r 17 +aw ],O$(tN DRAINA;I F •--Lse �.—. SECTION A —A Aitnunmtul5id2t�lapLutl uAbm 1shlu1e_tailed lath a uwwullot l:uleh 4i,Tp"C1{ [ utoffS'Rht a SlippiyJtls wean It6ae wtttl a dtaulrtrL If 1 mL he Soy deg4tBte 'c6tTat�ti��i 4's1tu�C� ��aslll i4`�tee tlAts"t be caulyd ,iw,n� L��m thr euha�l�e'Co-�Y( 0 t. � �rdtmrnt shall I r tec o t ea to e �1� � ,y �e�t4L�etWu�1� 1 eIfed.i011ia ;tern oisi thaut., il�che. ot-iF•ate{cow�r� PAVED WASHL=RACK Pa e 8 of 23 SGALE: NTS W� W rTlz W U FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: 1 TH 0IpML JONATHAN F. GARBER— No. 038568 12/16/21 ti G E S 11 I 0 NAL ARCHITECT NAME/SEAL: Q w > c� w � � o � w Q � U F O O F 1 z CID Z i 1 CO. COMMENTS 12-16-21 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: OCTOBER 1, 2021 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: HANDICAP PARKING LAYOUT & CONSTRUCTION DETAILS DRAWING NUMBER: C-06 A EL t v Economical Containment for Concrete Washout Folded Semi dimensions 48" x 8" x 5" . Portable solution for harmful industrial concrete sediment, paint, drywall mud, stucco and mortar. • UV resistant, 10 mil polyethylene. • Unfolds for simple and quick set up in seconds. . Compatible with mixer, pump trucks and wheel barrows. • Built-in tie -downs allow Berm to be secured to standard wooden pallets for easier handling and transport. • Dispose of after evaporation and job completion. SPECIFICATIONS: Dimension 48" x 48" x 14" (1,219mm x 1,219mm x 356mm Weight 5.0 Ibis (2kg) Containment Capacity 139 gal (526 L) CONCRETE WASHOUT BY ACF ENVIRONMENTAL SGAL6 NTS W. I Be sure to check your local and state regulations, which may be more stringent than the federal regulations, on which these instructions are based. WARNING: Always use the appropriate Personal Protective Equipment when handling concrete or concrete washout water. Options for use: The ACF Concrete Washout Berm can be used with or without a pallet (not included). The use of a pallet allows for easier handling when full. Step 1 Unpack the ACF Concrete Washout Berm and unfold it near the area where it will be used. Step 2 Straighten the support legs in each corner until they are vertical. This gives the ACF Concrete Berm its shape as well as some structural reinforcement. Step 3 If using a pallet, tie or attach the ACF Concrete Washout Berm down to the pallet using the grom- mets in each corner of the berm. Otherwise, if not using a pallet, the ACF Concrete Washout Berm can be staked down to hold it in place. Step 4 Place the ACF Concrete Washout Berm in a position to capture the concrete washout water from the equipment being cleaned (truck chute, pump, mixer, wheel barrow, etc.) Step 5 Allow the washout water to dry and evaporate in the ACF Concrete Washout Berm and dispose of the hardened concrete waste per governing regulations. LET'S GET IT DONE Al I1111NMI 11I "I Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: � 'TH OF L cqg� JONAMAN F. GABBER 9 No. 038568 � 12/16/21 ' `s%XAL Y ARCHITECT NAME/SEAL: CO. COMMENTS 1 12-16-21 REVISIONASSUE I DATE JOB NUMBER: 19066 DATE: OCTOBER 1, 2021 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: CONSTRUCTION DETAILS DRAWING NUMBER: C-06 B