Loading...
HomeMy WebLinkAboutWPO202100043 Plan - VSMP 2021-10-22VSMP PLAN LEGEND EXISTING 0 NEW 10 10 1.00' —310 0 --- 310 -- 311.5 O�0 x nJ 311.5 TC x 5781X TC 311.5 TW x 57B1X TW 311.5 B W x 5781X BW -0- _0_ E-11i O+ m m O vl O 0 WV DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT PARKING COUNT DIMENIONS GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE STREAM UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY OVERHEAD UTILITY GUY MANHOLE STORM LINE ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT SEWER LINE SANITARY EASEMENT WATER LINE WATER METER WATER VALVE AND BOX FIRE HYDRANT WATER EASEMENT GAS LINE OWNER (TMP 56A2-01--7) ANNMAE HOLDINGS LLC 1100 CROZET AVE CROZET VA, 22932 OPERATOR (TMP 56A2-01--7) ANNMAE HOLDINGS LLC 1100 CROZET AVE CROZET VA, 22932 ZONING Downtown Crozet District DISTRICT White Hall LEGAL REFERENCE Tax Map 56A2 Parcel 01--7 DB 5446 PG 549 SITE COORDINATES 38.066606,-78.703332 BMP COORDINATES BMP #1: 38.066626,-78.703624 CROZET ANI EXISTING USE Office Use PROPOSED USE Office Use LAND USE SCHEDULE MAL WELLNESS CENTER W P02021-00043 TAX MAP 56A2, PARCEL 01--7 EXISTING SF AC % Impervious Area 11,918.0 0.27 7.9% Wood/Managed Turf 138,364 3.18 92.07% Total 150,282 3.45 100.0% PROPOSED SF AC % 0 Building 5,065 0.12 3.4% Pavement 17,313 0.40 11.5% Impervious Area 22,378 127,904 0.51 14.9% 2.94 85.1% Total 3.45 150 282 Limits of Disturbance = 0.66 ac SOURCE OF BOUNDARY AND TOPOGRAPHY BOUNDARY & TOPOGRAPHIC INFORMATION PROVIDED BY: LINCOLN SURVEYING 663 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 434-974-1417 FIELD SURVEY PERFORMED: DECEMBER 15, 2020 Benchmark & Datum: NAD83 VIRGINIA STATE PLANE SOUTH NAVD 88 STORM MANHOLE ALONG EX. DRIVEWAY ELEV: 661.58' ALBMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=500' mIt", Gap Rd E d Decker's Happy Eggs Q 0 Map provided by Google.com A2 c University Tire and 0i Auto Centers- Crozet '� Ocnvepen (n RosenVmnc S © Rockgate Cemetery SHEETINDEX C1 COVER SHEET C2 EXISTING CONDITIONS C3 SITE, UTILITY & GRADING PLAN C4 SWM PLAN CS STORM PROFILES C6 EROSION & SEDIMENT CONTROL NARRATIVE C7 EROSION & SEDIMENT CONTROL PLAN PH 1 C8 EROSION & SEDIMENT CONTROL PLAN PH 2 C9 EROSION & SEDIMENT CONTROL PLAN PH 3 C10 EROSION & SEDIMENT CONTROL DETAILS C11 BMP DETAILS C12 SWM DETAILS C13 BMP INSTALLATION & MAINTENANCE SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U 45 83 VSMP PLAN FOR CROZET ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.30 REVISION: 2021.10.20 FILE NO. COVER SHEET 20.005 C1 \ TMP 56-A2-01--46A \ \ CLIFFORD H FOX JR ZONE: DCD USE: OPEN (;p 2.69 AC \ IN TMP 56-A2-01--46 \ JESSICA DYHAR TOSTO & ` ROL LEONARD C. TOSTO IDS 1272 PG 101 \ DB 792 PG 350 DB 792 PG 353 PLAT ZONE: DCD USE: OFFICE ` . S78 42,391,E 1.97 AC \ \ 291'99' \ \ \ \ q 9sF�i \ s9i % O \ \ \ 'o Z I \ \ I / \ \ \ I \ \ I \ I \ \ \ TMP 56--7A \ GWENDOLYN LYN H. H. SMITH LIVING TRUST DB 4293 PG 655 \ I\ DB 3982 PG 615 PLAT \ DB 321 PG 363 PLAT ZONE: DCD USE: SINGLE FAMILY RESIDENTIAL 2.00 AC 2CHR20 \ • C J \ \ 2W LSI, I I 1 1 �680� f I I I 1 12�HR25* ll\\ m / I I \ ,6WA�30 4WAL6 \ \ OWAL2 440 I \ 1 4ASH30 1 14 AL30 8WAL20 ���� ♦ ♦ \ \ \ / / I \ \ ` \ \ \ IOWAL25 6'."�� ♦ \ �0 12WAL25 / I \ \ \ \ \ • OWAL / \ s6's ♦ �� \ / / / / WAL25 A \ \ 10WAL25 18WAL35 / �L ♦ ♦ AO / / 10WAL25.H�TO 18WAL35 ♦ \ V C'�FF` ♦ 9� \ �\ ��/ I I n I 1 1/ �- a ♦'r N n.6s, A l L ....r......, UP GRATE ♦ J \ � � p � , I W� 675.14 \ ♦ " ♦ \ 1 I 1rZn I I I ! �� �ansH3 \ OhU� OUT: 67.0 SSMHGZ�9� \ ♦ .♦ ♦ ♦ N x o > I iD/ 0yL °y '444E 655.21 oZ s c300 Q 20 h 7- Ov / DWS ♦ ♦ rt I n I II I I I - \ b �— / i21 30 � / �o 7 O I I 30HLYSSMH/ t iE35 / / /TMP 56A2 1 7/ / ',� 679.38 \ / 1 /// / 7ANAE H DINGS LC/ / PAVEMENT TO BE O,L 0h / / D 3236PG ,3HCO3j6PLA�T // / S.Ct/5 D �h FM /m / / / jONEN ARCY SIFFICE/ / 1 1 rrE 1 [,/-��I-_ / USE:; T R 5 Alj/ \ In \ 1 \\ I 680.44 10M40 � � ZONE X Z ry.or (SHADlz E \ 1 ! \ TMP 56-12 SAZ, D.B. LLC 21 2898 5 / ' D.B. P..6PLAT \ 02 F f �G 2� 9 o� �J 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM GO �\ Oj�2DW6 �^///�/ // PRIVAT / / �j\ / LOCATION OF B6& / / � a EX. FIRE LASEWERTERAL / / \D/6/ psrclo/ / / % ��/ moo£ HYDRANT � VSMP PLAN FOR SSM\ \� I 659.43 5 CROZET ANIMAL H 656.09�� \ ,+IPi �l�\ tiep ( % � , TMP 56A2-01--6 ' TMP 56A2 01--6 R&H PARTNERS, LLC 97' 1 S TBR I D.B. 4024 P. 56] DB 4024 PG 567 G\ \' S �` I� 5!NCHMA� IK oa 36 9 PC , 98 PLAT WELLNESS CENTER ♦ �16,.16� .. ���I ` / DB 255 PG 175 DESC. \ \ \ \ 6tlT66%48 \ \ \ \ / ZONE: R2 RESIDENTIAL USE: SINGLE FAMILY AY RESIDENTIAL 8 UP PERM ENT p 6 AP \ I\ `� 0 E ' S18'44,3�.,W \ \ \ SSMH �- OHU B„ 3982 pA5g9ASEMENi�� \ \\ ��. 1\ UP _<. so.0 ALBEMARLE COUNTY, VIRGINIA 656.74 14WAIR5 656 76 ' °H / \° 1 oHo SUBMISSION: _ s 3 14ASH L) S "87I I 2021.07.30 30' PRIVATE SEWER 30, gty5 \ \D ,11f86pp4 7 EASEMENT A S wER ^ /'\ i O o l D.B. 3935 P. 642 E EASEMENT D v 6 .67 = \\ 55�'G"y'W REVISION: \ DB 63 I c U 2021.10.20 SSM /\ 9 R, 3 SSMH F / 656.12 658.35 \ � � INACITgRY Iyq MP ss-„ C£SS/BCE NHOCOp V R?S p N 0 t4 W " E �Zg.o COUNTY OF ALBEMARLE DpLAIN DB 3830 PG 168 OB 1671 PG 603 PLAT DB 367 PG 155 PLAT ZONE: R2 RESIDENTIAL \ USE: FOREST sSSMH I s1 Ac 681.23 30 0 30 60 90 Scale: 1 '=30' FILE NO. 20.005 EXISTING CONDITIONS & DEMOLITION PLAN C2 .M SSMH 660.59 F ZONE: DCD USE: SINGLE FAMILY RESIDENTIAL 2.00 AC l S69 2j,, \ / G E \ IS \ Q O / �660�\ 11 I \ pN �sso \ ss :1 P EN 6" PVC RD \ LAN TA I'ONO 0 \ I I 36.08' UN \ N I N 's•• ` 62 P 1 p G SR� ATE L 9675.14 " 4.07 OUT: 6/7./0ozrT .s61\1a.° rn y�0 S70'06'34"ESSMH 26.44,0 655.21 O 18.0 O/Y& 66\\F-1 _ 50a 7CD 9 LA / 70 \ _ / I \ D_ - W Or. ` C% o N ! a I � rn \ � I I I I 8.29. � � � �i o SHIMP 17) 60 ,I \ 5 A / /0 SSMH ENGINEERING2. 12.ot• 1 a \ / / / TMP 6A2- 1--7 \ 679.38 60'� `'� 15" DPPG ANN AE H DING LC LAND PLANNING -PROJECT MANAGEMENT �O 2 / / PAVEMENT TC A� E 0 � � p�°B' 36 PG o4 \� z OQ / \ AV NT BE EMOVE 4 N �� DDB 3210NE: 3 CD PLAT / \ „ .a ". l yy _ `� / / / USE: ETERJ NI AIR OFFICE APPR 4,5C 0 OFF OW 2 1 W 912 E. HIGH ST. 434.227.5140 2 lh \ 1 \\ \ I 660FEE.44 60�s{j{ Y / / / 3.,485 AV / DEDI ATI ON 98 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 12.01' 1 6 C IrAf��r:11 / QbCO I o o sb ,� SIGN 4*1 o l \~ 1 J J s 6 d I / / ^� / / / \ w E NT o APPROX. vc T \ / ACS EASEMNT Qj PRIVAT LOCATION OF 15� \ I SEWER s" I s / / / / EX. FIRE Caf -V/ \ LATERAL / sEDIMEN TRAP o.zs AC I L I / \ / / HYDRANT U \ 2000 / / h Lic o. 45483 \ \ h �ss�� NO BACK CUR 2.8%, A 5R / :: / S \ \ AT DITCH S-1 10. 0 ����dI2��2� l\ - 58 6 .43 _ SSMH \� \ \ \ DITCH 1 0 � SS \ 656.09 \ s9 n Q \ py TMP 56A2-01--6 TMP 56� \ AAS+S AP 8 p / I 1 T4REh,Iq l m D.B. 4024 P. 567 RDB RAF \ N7g 24 \ 6 40, HDP \ -_5 0 F� \ BENCHMA K I I / �o O� DB 4079 °°+ - P ` SD�'11'I�H :: e .,.. 11- DB 367 F 53.55 - - ---- k, \ \ 661�58 DB 255 \ �65� 58 ` _ -� o ZONE: R2 T: 6 .48 \ \ USE: SINGLE F VSMP PLAN FOR Al P W \ UP PERMANENT 8 \ \ \ \ \ \ \ \ 1 O E j S18 0.UU W D. CROZET ANIMAL SSMH \ B 39 PA09gEASEME l \ \ \ \ \ \\ of 656.74 0 WELLNESS CENTER SSMH\ \ 656.76 pH �\ > \ \ \\ \ HC o °Hu�� o S VH�7I 1N 30' PRIVATE SEWER 30. 64.7 ALBEMARLE COUNTY, VIRGINIA EASEMENT SEW U �D • �.? 7`29 3� W SUBMISSION: RwSA D.B. 3985 P. 642 ER EASEMENT co 50.00 D.B. 83g 2021.07.30 6SSMH 56 12 F \ P s 658.35 \ REVISION: \ 2021.10.20 lN qC CMq w� J HE 5y�y� TMP 56-11 Ess/gCe /N OL0 �p�R rs O N % 4 W COUNTY OF ALBEMARLE A/N \ DB 3830 PG 168 DB 1671 PG 603 PLAT DB 367 PG 155 PLAT \ I ZONE: R2 RESIDENTIAL 5.51 \ USE: SSMH I FILE NO. AC \ \ 3 20.005 SITE, UTILITY & GRADING PLAN 20 0 20 40 60 Scale: ' 20' C 3 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM F SSMH 660.5 / P z w v, cy)/ U Cp l � O / 0 N / J SSM I 655.21 -- \\ \ y) �3 / � 0 �O ZZ- / 2 / USE: SINGLE FAMILY RESIDENTIAL 2.00 AC \ \o, Is \ --660�1 I 11 I I TIMB `D WA I1 I \ \ \ ( ENCR ACHES r \ I / ~660 68 CONC. 36.08- - � �l0 0 A ss 6 3g ,F a Co '6j' 1 PAD / \'S 62 GRATE 59�° yoq 675.14 / 13 OUT: 67.09 5\ATE ., 4.0% 61 � I \ \ x / O /SG I I / LA > \ ' 610 S70°06'3,4"E of srNE r III I z 66p % 1 26.44 af\\-665 0Z 7 iv1P 1:IAD5 �XORM TECH & I LATOR ((24)C-740)CHAMBER 4.33' #57/ D1 I I I I I COVER FyD °J8.29' z ,— ,a \ I� / / BOTTOM OF-6 ONE=6 \ / •. POR � � � ° � C MBER NVERT=654.83 / I I 1 / / OP OF STON 58.33 COORD ATES�8.066 26, -78 3624 CONCo o \ �\/ so I v~i � I s �, � � / \ \ /TMP 'S6A2- 1--7 / / / / / ��� 679.38 SSMH 12.01' _ 04 \ _ 6010 `'� 15^ DP ANN AE H DINGS LC y Q PAVEMENT TO BE EMOV \ �\ y ^�f / �`D / / DDB 321 PG 363 PLAIT FF E . . a ��, 4 USE: ETOERJNARY OFFICE / / NE: /dCD�[�� 2 *22'1 �„W 1 \ \ 1 660.44 C ERE /"� 60 ,.7\ 3 45 A / / / / 12, 01' ENT AN ff�\\ / / y. M D W <, J / / Co 24.74' � �y 6 VC APPROX. o III I I 2 CONC. PRIVAT a I4 LOCATION OF A \ J I s EX. FIRE CONC. \ �� BRIDGE SEWER LATERAL SEDIMEN TRAP o.2s Ac rOL c8 I / / / / \ / B41 ohr HYDRANT 24" \ /\\ PLAT / �/ / G,/ n 670 665 660 655 650 645 _ 0 o� N 0 O w as 0 � ORIFICE EIR PLATE rn rn 49.5 LF N M ------------ h N a a 24" HDPE � a DS SC-740 �=�ZO% !no STORMTEC rn EX. 36" N HDPE a cNo �z- - �- o > zz z 9+50 10+00- a a woo 10+50- a wo oxx ox M N i� STORM PROFILE Al -A2 C 5 J HORIZ. SCALE: 1"=30', VERT. SCALE: 1"=10' 670 665 660 655 650 645 11 +00 A3 675 _ A4 r, 670 665 660 655 650 4 675 670 665 660 655 650 6 5 645 10 Z10+00 9+50 +50 2 STORM PROFILE A3-A4 C5 HORIZ. SCALE: 1"=30', VERT. SCALE: 1"=10' A5 675 670 665 660 655 650 675 670 665 660 655 650 645 645 10+00 9+50 10+50 3 STORM PROFILE A5 C5 )HORIZ. SCALE: 1"=30', VERT. SCALE: 1"=10' 0 0 O� �3 0 I," HDIlt FS v�Oi �6% �o SC40 tO � CHAMBERS p INV=654.83 >> Z z Z SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGIMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN FOR CROZET ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.30 REVISION: 2021.10.20 FILE NO. STORM PROFILES 20.005 FN-OTE:: SEE SHEET C11 FOR BMP PROFILES CCJ PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO BUILD ADDITIONAL PARKING AND A 2-STORY ADDITION FOR AN ANIMAL HOSPITAL. THE TOTAL AREA OF DISTURBANCE IS 0.66 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 PREVIOUSLY DEVELOPED LOT WITH WOODED AND LAWN AREAS ADJACENT TO AN ENGINEERED CHANNEL DEFINED BY REGULARLY SLOPING TOPOGRAPHY. ADJACENT PROPERTIES ADJACENT PROPERTIES ARE OF A SIMILAR CHARACTER TO THIS SITE, WITH A STORMWATER POND TO THE SOUTHWEST. 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: HAYESVILLE LOAM, USG B CRITICAL EROSION AREAS CRITICAL EROSION AREAS EXIST WITHIN THE STREAM BUFFERS. NO WORK SHALL BE PERFORMED WITHIN THE STREAM BUFFERS. 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. 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. 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. TEMPORARY SEDIMENT TRAP (ST) -3.13 A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SEPC 3.13. CHECK DAM (ST) -3.20 SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE THE VELOCITY OF CONCENTRATED FLOWS, REDUCING EROSION OF THE SWALE OR DITCH. LIMITED TO USE IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS, SHOULD NOT BE USED IN LIVE STREAMS. STD. AND SPEC. 3.20. 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. RESPONSIBLE LAND DISTURBER: 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. SWIM QUANTITY: A PORTION OF CONCENTRATED RUNOFF FLOWING THRU THE SITE SHALL BE ROUTED VIA NEW STORM DRAINS TO A STORMTECH BMP SYSTEM 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 0.64 ACRES WHERE ALL AREAS OF THE SITE WILL EITHER BE ROUTED TO A STORMTECH BMP OR BE GRADED TO ALLOW FOR SHEETFLOW RUNOFF FROM THE REMAINING AREAS OF DISTURBANCE. BMP COORDINATES: • STORMTECH BMP #1: 38.066626%-78.703624° BMP DETAILS: THE STORMTECH BMP IS A DETENTION SYSTEM THAT ALSO PROVIDES RUNOFF FILTRATION AS A MANUFACTURED TREATMENT DEVICE. THE BMP PROVIDES 39% TOTAL PHOSPHOROUS REDUCTION, AT A RATE OF 0.28 LBS/YR. SWIM QUALITY: STORMWATER QUALITY COMPLIES WITH 9VAC25-870-65 THROUGH THE USE OF THE STORMTECH BMP AND PURCHASE OF 0.48 LB/YR OF PHOSPHOROUS CREDITS TO ACHIEVE THE TOTAL PHOSPHOROUS REQUIREMENT OF 0.76 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: Nffrlwl 1. INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 2. INSTALL SILT FENCE SOUTH OF EXISTING ASPHALT AS SHOWN. 3. INSTALL CLEAN WATER DIVERSION NORTH AND EAST OF EXISTING ASPHALT. 4. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 5. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING WITHIN PHASE 1 LIMITS OF DISTURBANCE. 6. DEMO EXISTING ASPHALT AND PERFORM EXCAVATION FOR FOOTINGS. PHASE 2 1. INSTALL SILT FENCE ALONG SOUTH PERIMETER OF THE SITE. 2. INSTALL SEDIMENT TRAP BY FUTURE INLET A4 AS SHOWN. ENSURE THAT THE EXISTING SWALE IS MAINTAINED FOR PROPER DRAINAGE AS INDICATED. 3. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 4. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING WITHIN LIMITS OF DISTURBANCE. 5. INSTALL CURB AND GUTTER EXCEPT AT SEDIMENT TRAP. 6. BRING AREAS TO GRADE AND STABILIZE SLOPES OUTSIDE PERIMETER OF CURB. PHASE 3 1. INSTALL STORMTECH BMP AND STORM STRUCTURES. 2. AS STORM STRUCTURES ARE CONSTRUCTED, INSTALL INLET PROTECTION AND OUTLET PROTECTION. 3. REMOVE SEDIMENT TRAP AND INSTALL REMAINING CURB AND SURFACE ASPHALT. 4. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. 5. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING AS SHOW ON SHEET C9. 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 7. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM INLETS. 8. ONCE SITE HAS REACHED STABILIZATION, CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL BEFORE 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. TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs- Per Acre Minimum Care Lawn - Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 95-100% - Improved Perennial Ryegrass 0.5% - Kentucky Bluegrass 0-590 High -Maintenance Lawn 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 100% General Slope (11 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop ' 20 tbs. 150 tbs. Low -Maintenance Slope (Steeper than 3:ll - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 tbs. - Seasonal Nurse Crop ' 20 tbs. - Crownvetch '" 20 tbs. 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 ..................... Foxtail 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./acre in mixes. PERMANENT C6 Not To Scale SEEDING (PS 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 outfall 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 P 9 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: o.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 backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e.Restabilization shall be accomplished in accordance with these regulations. f. Applicable safety regulations shall be complied with. 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 VSMP PLAN FOR CROZET ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.30 REVISION: 2021.10.20 FILE NO. E & S NARRATIVE 20.005 C6 F GWENDOLYN H. SMITH LIVING TRUST I DB 4293 PG 655 DB 3982 PG 615 PLAT \ DB 321 PG 363 PLAT ZONE: DCD USE: SINGLE FAMILY RESIDENTIAL / 2.00 AC \ ll ))660 59 � S6g2,4 /8S n, 3 F \ o `�1 Is \ -660� 1 1 II I \ • 0 r mum \ \ \ k \ NU 36.08\� ON _?0 66 GRATE o V / SDw1� 1a _ 0 675.14 I z III / ti� OUT: y <v�S 6/7./09 5�TBSSMH X 0 64E44 655.21 0 O OU665 10CM /� n ��3 OL35 \ �/ �:17yo d ♦ \ / / / SSMH 2 / - I 12'07 18PINE35 ® / AMP S6A2- 1--7/ / � � 679.38 �0 2 \ �, / l / PAVEMENT ' / \ / / ANN AE H DIN -LC LLC / \ / / I I I TO EMOV \ \ ��// / / D 3216PC 363'PLAT / / U ON N �O�USdC E: ETOERNARY OFFICE/ / / / / / '1 1 ` ' 3.8J5 AV /. 16MA 0 TBRDo ��' a 24.14' a 1 \ " 'M"R / \ ' HAS 1 0 Ts ODI R7ANCE 0.48 AC / bap .i \ \ \ o C � \ s5s�s / \ / / / / 0/ APPROX. \' I PRIVAT } / / \ \ LOCATION OF \\ \ SEWER + / / / o1 EX. FIRE \ LATERAL RAP 026 AC ��� soh HYDRANT -x x � I C \ \ \ 1 p GPS-1 \ x 'ix \ SSMH 659.43 12 C15�IA1 ® A�_L) RWo l M 656.09 \ \� g�, h7 > � `��__ EN RqN � ,, � TMP 56A2-01--6 ' TO RE�A / \ D.B. 4024 P. 567 12 Y15 TBR \ N78 6 • 97' \ 36 HDP Ln ��- \ l I \ I BENCHMA K I - \ - H I I co 653.55 \ SD 661. 8 , \ \ ,5 \ , \ �T 655 48 UP / / PERM ENT p \ \ \ \ • \ \ PQ E S18`44'3F"W \ \ 39 AGE EASEMENT \ \ 1 U 50.00 \ SSMH \ • OHU D aIPJ 59g EMENT \ \ \ \ \\\ \ 0 656.74 SSMH \HU \ �v o U 656.76 OH �\ \ ONC w I u�j u� 0u /S � HI). 30'67 I 0 PRIVATE SEWER 7667 EASEMENTRWSA U/ .7 \ 7`29'3�"W D.B. 3985 P. 642 EWER EASEMENT ( _ \ 50.00 p g 839 � l I C 656.12 P 7>3 SSMH IF / 658.35 SqN/T ,jRY c l \ \ INgCCeSS/g EA TMP 56-11 �N O�� /NVERTS =o 0, ,o�j 4„W Q�PC� SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC 3.03 CONSTRUCTION ROAD STABILIZATION CRS X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DIKE DD [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING PS 3.35 MULCH MU 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE ----- SEDIMENT TRAP DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 1 1. INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 2. INSTALL SILT FENCE SOUTH OF EXISTING ASPHALT AS SHOWN. 3. INSTALL CLEAN WATER DIVERSION NORTH AND EAST OF EXISTING ASPHALT. 4. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 5. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING WITHIN PHASE 1 LIMITS OF DISTURBANCE. 6. DEMO EXISTING ASPHALT AND PERFORM EXCAVATION FOR FOOTINGS. TMP 56A2-01--6 R&H PARTNERS, LLC DB 4024 PG 567 DB 4079 PG 391 PLAT DB 367 PG 155 PLAT DB 255 PG 175 DESC. ZONE: R2 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL 8.08 AC 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN FOR CROZET ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.30 REVISION: 2021.10.20 FILE NO. COUNTY OF ALBEMARLE qWN IDS 3830 PG 168 DB 1671 PG 603 PLAT DB 367 PG 155 PLAT \ ZONE: ERESIDENTIAL \ E & S PLAN PH1 USE: : FOREST 5.51 AC SSMH681.23 I 20 0 20 40 60 Scale: 1 "=20' 20.005 GWENDOLYN H. SMITH I LIVING TRUST SOIL EROSION & SEDIMENT CONTROL SYMBOLS DB 4293 PG 655 \ SYMBOL N0. TITLE KEY \ DB 3982 PC 615 PLAT \ DB 321 PC 363 PLAT z ZONE: DCD N 3.02 CONSTRUCTION ENTRANCE PC USE: SINGLE FAMILY RESIDENTIAL 2.00 AC \ 3.03 CONSTRUCTION ROAD STABILIZATION(CRS SSMH Q 660.59 Z \ X X 3.05 SILT FENCE SF PF z-� 3.09 TEMPORARY DIVERSION DIKE DD V [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST co \ 3.18 OUTLET PROTECTION OP / o 3.31 TEMPORARY SEEDING TS S6g2j ` \ 3.32 PERMANENT SEEDING PS 43 E \ 3.35 MULCH MU 3.39 DUST CONTROL DC 2:HR20 LIMITS OF DISTURBANCE \ SEDIMENT TRAP DRAINAGE AREA / 1�1 IS \ --- ----- °� o I \ 3.08 CULVERT INLET PROTECTION CI / 0) / \ 12W L2\ 1 l C o / 660� J 11 I I 12\HR2� co EC-2 MATTING SCC N I5,�AL30 - 3.20 ROCK CHECK DAMS 4WAL6 \/ \ f \\OWAL2 14ASH 30 - -C 16WII40 (O SEQUENCE OF CONSTRUCTION 14NA0 1 25 8WAL20 PHASE 2 10WAL25 1. INSTALL SILT FENCE ALONG SOUTH PERIMETER OF THE SITE. 2. INSTALL SEDIMENT TRAP BY FUTURE INLET A4 AS SHOWN. ENSURE THAT THE EXISTING SWALE IS \ \ MAINTAINED FOR PROPER DRAINAGE AS INDICATED. 2WAL25 / , I \ C OWAL 3. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 0 10WAL25 18WAL35 4. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING WITHIN 68 LIMITS OF DISTURBANCE. 10WAL25 R ON FLOW " 5. 0 6. 6.STALL BRINGCURB AREASNTOGUTTER RADE ANDEPT AT STABILIZEDIMENT TRAP. SLOPES OUTSIDE PERIMETER OF CURB. / I ' 6.• PVC .,' 18WAL35 yU \ I _ 6$ OL, s .06 006 ss I "5` 62 \ GRATE 1 S L yOQ A - o675.14 do � OUT: 67.09 \� III , ' ,,.ss• � ~� \ � _ \I � SSMH x III I 1 0 \ wj - / ' ® ZI \ py 6�0 0`06'3,4"E S 655.21 N o c I o 660 0 ) I V �Wo w U 6.44 rn / W o x %I N o, �665 oti S G30 6�, SHIMP / 0 2 W6 / = I I �II ' 08.45 0 o QO ( > $.$� �W \ \ N / �DW6 / ^ /i.. aa�/ / ENGINEERING �3 y _ I I I I ' `°g.29. o Z LAND PLANNING -PROJECT MANAGEIo1ENT m / I I a y } \ / / / 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN SHIMP-ENGINEERING.0 M Z \ / / // I I ' N /TMP �SAz- 1--7/ / /0 6SSMH 79.38 G O Z \ - 15" HDPE / / / ANNAMAE BOB 36 H PGNG$4LLC/� / I I I n PAVEMENT To BE EMOVE \ \ tON ��h D321 PG 363 PLAT / / �S.C15 N nl �d ,ZONE: CD ooy 1 / \ \ ss0.aa W / ' / / / USE: Y/E3� Y FFICE/ APPR DEDIOA/SF OF�k W 98� W x 2DW6 I \ A 3 6 rt 1/ 5 L) � w z°x1 6 .15 APPROX. Lic o.45�83 ACS EASE NTC I O \ PRI > J \ / MITOF STUR ANCE - 0. 6 AC / / J LOCATION OF red (b 2 Q, 7�/ / a EX. FIRE LATERAL ` SEDIMENT TRAP 0.26 AC ♦ `- / 3DW6/ / / SYCiD/ / / / �o HYDRANT ss L I \ \ \\ ! I A R ♦ / �3 \ _ �J \ -r.61S\ pe -1 N S S M H\ �` ♦ ��oWD 656.09 1Pi \ 5 QJo l EN R TMP 56A2-01--6 liOP �= �J r I B 1 t AN TMP / R&H PARTNERS, 7 s O % \ !` ro VSMP PLAN FOR TMP 56A2-01--6 D.B. 4024 P. 567 j'J LC DB 4024 PG 567 \ y ENCHMA K I I I ` 1 /� DB 4079 PG 391 PLAT CROZET ANIMAL ■ l SD1�1H � ... <o DB 367 PG 155 PLAT 661.658.58 \ ( WELLNESS CENTER 55 \ ---'- - DB 255 PG 175 DESC. 655 4a y ZONE: R2 RESIDENTIAL \ \ USE: SINGLE FAMILY RESIDENTIAL \ \ ` C _ 8.08 AC \ UP Ev 6 AP \ POE S18`44'3F"W 50.0o SSMH ALBEMARLE COUNTY, VIRGINIA �X Al PERM \ \ x� .82 pA� \ \ \ \ \\\ \ \ 1 � 39- _ 5g9EASEMENT \ \ \ 656.74 SSMH \ 4wAL35 - p�� SUBMISSION: 656.76 ` °H °Nc 2021.07.30 \ H3 H U/ _ H87 0 U SI REVISION: \ 30' PRIVATE SEWER 30' Rws I r�� 6�•7 2021.10.20 EASEMENT A SEW i U�6 .6 7`29 3� W D.B. 3985 P. 642 ER EASEMENT (o 50.00 \ 656.12 oe 639 P »3 SSMH � 658.35 \ 0 NITgR�, \ /n CC MqN we 1 ESS/ LE 6-11 IN OBE INDER o I 0° 4'W FILE N0. COUNTYMOFSALBEMARLE F�OOOPCq N � 20.005 DB 3830 PG 168 DB 1671 PG 603 PLAT DB 367 PG 155 PLAT \ ZONE: RESIDENTIAL \ E & S PLAN PH2 USEE:: FOREST 5.51 AC SSMH681.23 I 20 0 20 40 60 Scale: 1 "=20' C8 WE LIVINGTRUST H. SMITH SOIL EROSION & SEDIMENT CONTROL SYMBOLS I LIVING DB 4293 PG 655 \ SYMBOL N0. TITLE KEY \ DB 3982 PG 615 PLAT \ DB 321 PG 363 PLAT ZONE: DCD 3.02 CONSTRUCTION ENTRANCE PC USE: SINGLE FAMILY RESIDENTIAL 2.00 AC \ 3.03 CONSTRUCTION ROAD STABILIZATION(CRS SSMH 660.59 \ X X 3.05 SILT FENCE SF PF -� 3.09 TEMPORARY DIVERSION DIKE DD V [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST \ 3.18 OUTLET PROTECTION OP 3.31 TEMPORARY SEEDING TS s69:2 \ 3.32 PERMANENT SEEDING PS 43 E \ 3.35 MULCH MU 3.39 DUST CONTROL DC 2:HR20 LIMITS OF DISTURBANCE \ SEDIMENT TRAP DRAINAGE AREA C)I 1 rn IS \ C/) (a) I I 3.08 CULVERT INLET PROTECTION CI Q 0) 12w L2�i EC-2 MATTING co• (o WA TIMB �660\ � 1 I II I 12HR25 ` • ENCR ACHES \ 6v�AL3o -� 3.20 ROCK CHECK DAMS (Ni CD 4WAL6 \ \ 1 FF� Ow 14ASH30 \ 1a, ao I'I I I SEQUENCE OF CONSTRUCTION 1 1 25 PHASE 3 14qAL30 \ \ 8WAL20 10WAL25 1. INSTALL STORMTECH BMP AND STORM STRUCTURES. 2. AS STORM STRUCTURES ARE CONSTRUCTED, INSTALL INLET PROTECTION AND OUTLET PROTECTION. \ \ 3. REMOVE SEDIMENT TRAP AND INSTALL REMAINING CURB AND SURFACE ASPHALT. \ / / 2WAL25 I \ \ \ C OwAL 4. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED AND AREA HAS ACHIEVED \ \ \ A TEMPORARY STABILIZATION. 25 0 0WAL25 18WAL35 5. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDIN 60 68 AS SHOW ON SHEET C9. IOWAL25 \ P E 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION 6" pVC RD LA TA 0 OF ALL SLOPES AND GRASSED AREAS. 18WAL35 7. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM INLETS. CONC. 3s.o&' S _ 65 NU ON s0 -06 INSINSPECTIONA D APPROVAL BEFORE 8. ONCE CTSITE HAS REACHED ESTABILIZATION, AL OFF PERIMETER CONTROLS. ANDALBEMARLE COUNTY FOR CO g 1 e PAD S" 62 ' / P \ / Sgp° yoA A � � 1 I to l III I I 77.99' / SATE ..� I ~ \` -4.07 61 S SSMH � x / III I � o � srE PING 1a.o U _ __ � / zows \ p 6l0 0`06'3,4"E S 655.21 o I I w o > sTbNE w 4 yU 6.44 / I �1a.o \ '�Q i Jl Z X = //I ( I a 06 N o I 5.0 .J Q ., \\ 9 0 665 w \ rt S C30 SHIMP ' N P 1: ADS �XORMTECH & L TOR `� / o Q c� w - 24 -71 IC ER 4.y 57 ° J �a �a z Y• f \ �� �� \ m = I I I \ 0 8.45 0 0 d . O: \ N / ( \) /VD���� O E- # / t.. a �/ / ENAGI I N 4E4MI� I MANAGEMENT 2. \ y I I I COVER `°g.29' o Z _i - / BOT OM F ONE-6 :. I POR C7 1 C MBE ERT=654.83 1 30 30HLY I / / / �P OF STON 58.33 COORD ATES/38.066 26, 78 36/24 912 E. HIGH ST. 434.227.5140 O/ CONC SSMH CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 5 TMP � A2- 1--7I 679.38 6010 HOP ANN AE H DING LLC \ E D13216PC PC �54 363 PLAT �� �SYC15 N `o � ,ZONE: ,'CD � • _ W _ / \ IISE: Y/ETERJJNARY OFFICE / APR R 4,50 SF OF W 2'1 �"W -A I \ I FFE i l 7 / / 3 #85 A� \ DEDI ATION 98 'r 660.44 C ERE �7/�60 I \ // EN G f'' A'� \ \\\1 �CO I 8 0 0„ SIGN \ sO 2DU W6 / / \ \ $p // w 2ox1cS s •1s APPROX. Lic o.45 83 CONC. PRIVAT \ a <J_ 15R ,� � 24" q E / / ACS EASEI NIT J LOCATION OF .e� tb126(v o I I s R / / / = EX. FIRE 3 CONC. \ 1 BRIDGE SEWER SEDIMEN 59RAP 0.26 AC L & 3DW6 SYC10/ / �� r HYDRANT s LATERAL / 24' STORM WEIR `�°Qry3 `r10IVAL 20 00 NO BAAT DITCH o 2• % 1 5R I I / O �Qm SSMH\ ss 656.09 \ BUILDING P1 Sy DITCH 1 Q o TMP 56A2-01--6 TMP 56A2-01--6 ENCROACHES (SASS AP 8 p / \ I / / m R&H PARTNERS, LLC VSMP PLAN FOR D.B. 4024 P. 567 DB 4024 PG 567 \ 0.39' %8 \ _ 0 \ FO \ I DB 4079 PC 391 PLAT DB 367 PG 155 PLAT CROZET ANIMAL DB 255 PG 175 DESC. fn ZONE: R2 RESIDENTIAL WELLNESS CENTER USE: SINGLE 81AC RESIDENTIAL 8.00 \ Q \ UP Al PERM ENT p \ \ \ \ 6 I PO E z S18 o4'30F"W \ SSMH \ p 3ga2 Pg5g9EgSEMENl \ \ \ \\\ ALBEMARLE COUNTY, VIRGINIA 656.74 SSMH 14WA•5 \ \�v 1� J SUBMISSION: 656.76 ` °H �\ \ V.Nc 2021.07.30 _ 1 0 \\ H3 H U/ 0 U I I I N REVISION: 30' PRIVATE SEWER 30' RWsq S no ' I / 2021.10.20 U \ 7°29'315"W D.B. 3985 P. 642 EWER EgSEMENT 50.00 \ 656.12 pe sag P >3 SSMH � 658.35 \ \ lNgC/7 RY MgNNO c l TMP 56-11 SlgCf IN F 00 PERTs ON 8°�00 4„W FILE NO. COUNTY OF ALBEMARLE �/-�/N -2 20.005 DB 3830 PG 168 DB 1671 PG 603 PLAT DB 367 PG 155 PLAT \ ZONE: RESIDENTIAL \ E & S PLAN PH3 USEE:: FOREST 5.51 AC SSMH681.23 I 20 0 20 40 60 C V/� n Scale. 1 "-- 20' TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates 54ecie (lbs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & so- 100 Cereal (Winter) Rye (Secale cereale) Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 (Lolium multi-flomm) May I - Aug 31 German Millet 50 (Setaria italica) Source: Va. DSWC 1 )TEMPORARY SEEDING (TS C 10 j Not To Scale Width 2 TYPICAL DITCH DETAIL C 10 Not To Scale ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: Per Acre Per 1000 sq. ft. Straw or Hay lZ - 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. 3 MULCHING MU C10 Not To Scale 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. / � f FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of Rate 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) r5_'N� SILT FENCE (SF) a01/1 Not To Scale ORIGINAL GROUND ELEV. EL=C Top Surface Area Z 1.0' DRY STORAGE D2- IT IT 67 CU. YD./ACRE ^' WET STORAGE VEL-B 67 CU. YD./ACRE D1 (EXCAVATED) FILTER CLOTH ORIGINAL GROUND EL=A Bottom Surface Area ELEV. 'SEE PLATE 3.13-1 COARSE AGGREGATE44 CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ 6 X DRAINAGE AREA (IN C) / DIVERSION // DIKE COARSE AGGREGATE \ // EXCAVATED FILTER CLOTH AREA �� COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) Sediment Trap Design Data H Z Weir DA Wet Di Wet Bottom Dry D2 Dry Vol. Top SA No. A B C (ft.) (ft.) Length (Acs.) (ft.) Vol. Cy SA (sq. q. (ft.) Cy (Sq. ft.) (Req.) (Prov.) (Req.) (Prov.) 1 654.0 657.0 659.0 3.0 2.0 2.0 0.26 17.4 3.0 18.0 80.0 17.4 2.0 29.9 558.0 6 )TEMPORARY SEDIMENT TRAP (ST C8 Not To Scale PIPE OUTLET CONDITIONS A A 'IRE OUTLET TO FLAT REA WITH NO DEFINED HANNEL L a d SECTION A -A FILTER CLOTH KEY IN 6"-9 RECOMMENDED FOR ENTIRE PERIMETER ado (MIN.) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN p Ii�i1���� i���•,J Ira' ��� �1�� �►�� �� �Qi� ��.��/=111111 It . SECTION A -A NOTES: 1. APRON LINING ILAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE ' 2. L. 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 7 ) OUTLET PROTECTION (OP C10 Not To Scale Plate 3.18-1 Adhesive (Adhesive: Water) Nozzle Gallons/Acre Anionic Asphalt Emulsion 7:1 Coarse Spray 1,200 Latex Emulsion 12.5:1 Fine Spray 235 SILT FENCE DROP OP INLET SHIMP Paved construction entrance for erosion control pleas ENGINEERING 2. Resin in Water 4:1 Fine Spray 300 PROTECTION Acrylic Emulsion STONE 70' MIN. ry CONSTRUCTION LAND PLANNING - PROJECT MANAGEMENT (Non -Traffic 7'.1 Coarse Spray 450 2 X 4' WOOD FRAME ACCESS 3" SM-u ASPHALT -01 �" ) P Y DROP INLET COURSE EXISTING WITH GRATE Acrylic Emulsion ?� 2% PAVEMENT (Traffic) 315 1 Coarse Spray 350 PROFILE 912 E. HIGH ST. 434.227.5140 1.5' MAX, FRAME s' MIN. 21A AGGREGATE BASE CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 4 DUST CONTROL DC _-~ C1O Not To Sede NE 70' MIN. \\ 3' MIN. L. J ���J ACCESS I---0 CON5TRUCTION I ASPHALT PAVED WASHRACK EXISTING T 2% 2% PAVEMENT GATHER !zx 12' MIN.• CULVERT INLET EXCESS AT CORNERS Wes, PROTECTION 'MUST EXTEND FULL ES5 L� TO ITIVE DRAINAGE ✓� OF INGRESS AND EGRESS TO SEDIMENT �1 OPERATION ( TRAPPING DEVICE r) 1� PERSPECTIVE VIEWS PLAN Lic o.45 83 p ENDWALL �12' MIN. POSITIVE ORAINAC! �'I- �VIG O��I ~� ROCK CHECK DAM STAKE �TD SmlMENE Ss Ay _-, 2% TRAPPING DEVICE % FILTER CLOTH 2 ACRES OR LESS OF DRAINAGE AREA: FABRIC SECTION A -A TOE OF FILL CULVERT A ntilhmuu wa[et-tap of 1 hrch most he hlstalleA Wilh a uwti0nnn 1 inch ballcodc I I sln,toff r ih a supplyiiAg a wash hose nitll a diaueta' of 1.5 inches for adequate 6„ � constmrt pressTae. Rash watts nurst be calrittt awR}' Som the elRrauce [o au o %1' MIN. annoved settling area to remove sedwlent. All serlhneat shall be prevented horn I VSMP PLAN FOR Tri J III 3, 9 � euke,his stomr chains_ catchey or Tvalecourses FILTER CLOTH / :� A (OPTIONAL) V PAVED WASH RACK NO SCALE CROZET ANIMAL (DOWNSTREAM VIEW) ELEVATION OF STAKE AND WELLNESS CENTER FABRIC ORIENTATION DETAIL A VDOT OARSEI AGGREGATE a 12 AVED CONSTRUCTION ENTRANCE (PCE) TOE OF FILL SPECIFIC APPLICATION C10 Not To Scale ALBEMARLE COUNTY, VIRGINIA FLOW �'� 3' 0 0 0 - --- O 0 SPECIFIC IS 6' MINIMUM IF FLOW THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE SUBMISSION: IS TOWARD EMBANKMENT INLET ER THAN5%) IWHERE THENS A INLET SHEET IVELY FLAT ROR OVERLAND FLOWS EA (SLOPE NO T (NOT 2021.07.30 2-10 ACRES OF DRAINAGE AREA: FLOW EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS REVISION: USE STONE FOR ALL CULVERTS IN STREET OR HIGHWAY MEDIANS. 2021.10.20 6" 3' *OPTIONAL STONE COMBINATION SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual. 1988 PLATE 3.07- FILTER CLOTH (OPTIONAL) 5' _ DROP INLET PROTECTION DIP (DOWNSTREAM VIEW) *kCLASS C1 0 Not To Scale VDOT //1 COARSE AGGREGATE FLOW 10% SETTLEMENTFLOW 3, 2'S 0.3' FREE BOARDFILE NO. 15 20.005 } Q�„}�•p}CLASS I RIPRAP VDOT p3, #357, #5, #56 OR #57 COARSE AGGREGATE RIPRAP - E & S Control OI Details TO REPLACE SILT FENCE IN " HORSESHOE " WHEN �7PP �r 7� r P SOURCE: VA. DSWC PLATE. 3.20-1 HIGH VELOCITY OF FLOW IS EXPECTED TYPICAL V LI LI -SHAP D DIVERSION a ROCK CHECK DAM 9 ) 11 TEMPORARY DIVERSION DV C10 Not To Scale C10 Not To Scale C10 Not To Scale A 0 -ATE PPING DNES VERE :]AN ( 4 . 60 J 6 30 � 6010 m 4 1 o 4 4 6 b. D 25 N 4� I4 � I 6 7 4 4 T a 4 J 0.26 AC F24 STORM I 2. 0 I 24" \>\ RACC IS 8R WEIR I A2 LAT �v4 A 1 PERM EENT D 1 TORMTECH BMP #1 Cl 1 SCALE: 1'=10' 665 15�HDE 0 BENCHI\ SDMH 661.58 IN: 65_` OUT: 6 A2 A3 670 670fo 665 665 660 660 655 655 650 650 645 10+00 10+50 11 +00 5 w J 1-YR WSE=656.08 a OJ � 0 s � 0 10-YR WSE=658.20 100-YR WSE=658.45 0 cad w� wcn E%. / GRADE PROP. GRADE �o-rx wse-sse.is NONWOVEN FILTER FABRIC AROUND ISDI ATOR ROW =658.33 _ (24) ADS SC-740 STORMTECH �YR WSE-858_OB CHAMBERS WITH ISOLATOR ROW _ INV=654.83 OUTLET (ROW 1) 24" HDPE CLEAN, CRUSHED, ANGULAR #3 INLET (ROW 1): INV. OUT=654.83 STONE AASHTO M43 OR INLET (ROW 1): _ EQUIVALENT PER TABLE 1 ON C13. INV. IN = 655.00 24" HDPE TOP OF PIPE = 656.25 INV. IN 654.85 2STORMTECH BMP #1 PROFILE 24" HDPE FROM- BMP #1 INV. IN 654.83 MH-1 FRAME & COVER PRECAST 4" CONCRETE WEIR TOP=656.83 STR. A2 BASE INV=654.83 (60" MANHOLE) 24" HDPE TO MH-1 STIR. Al INV. OUT 654.83 =I 3 ANHOLE A2 DETAIL C11 PRECAST 4" STANDARD VDOT MH COVER STAIR WEIR c 3" ORIFICE W/ DEBRIS MANHOLE DETAIL (TYP C11 TOP OF BASE CONCRETE WEIR TOP=656.83 PROVIDE REINFORCED WATERTIGHT 5.0000 CONNECTION TO STR. 3" ORIFICE W/ DEBRIS CAGE 2.0000BOTTOM @ INV. 654.83 MH INV=654.83 WEIR A2 DETAIL c SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN FOR CROZET ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.30 REVISION: 2021.10.20 FILE NO. BMP Details 20.005 IS-1 T-1 CO-1 PAY LINE ES-2 •s B,ws • Y c-c TW. 05 BARS ) (�T�KI 2018 ROAD &BRIDGE STANDARDS Fn oN[, LE TX E PPE C E � ..:•;..�.: �,p� :• . :• .:• .: •; c-c IYP. TOP OF CUT OAAY Win ET INE TO lWIFOq •C 4�TE9 ••�� � � PAVfYENT BEGIN WITH 45• 4r "'•TpNE1ER ,•LDITCH LINE ELBOW 'APPRox.2%Le I SD.F-LocanDICOMWECTOR SLOPE ; 1I I•••'LWDK'YIEFLAT WASHER.SECTgN JyJ� 1. COST OF DEBRIS RACK, METAL PLATE, ARID DEERS SHAPE To ELEv"nON 51DEI- COMBINATION UNDERDRNN CD-1 AT LOWER END OF CUT$ DE °" r z " BACK Hot To BENLLIAMNTIE emPRICE LaG A A B B /' �•• PIA ROLE FOR THE SWIM DRANAGE STRUCTURE. / SHIPS TD LARGEST PfE. - ROD I- • • • / CENTER LINE SECTION TRAVEL LAMES �' S• y 45 h"IN/i' BDLT 2. BRIE RICK MAY BE F R'M K` FROM WELDED ji I 30` DMEIER I JIBE (WITH TYPE 1 SELECT MATERIN.) - �- - - r�/ti-IF - - iT y�p([�LOAMTETHY BE META t PONENTS OF DEBRIS CONTOUR I I I TT LT1 `.1 RACK MJSTE NCTMBE GN.VNIIZEICDK HIM „i¢y •"� OF WE I "+ I METAL RATE 1 J. DOES RACE TO BE WHOM AS SHOWN OR I ALTERNATE CONNECTION TRENCH PLACEMENT EDGE OF PAVE E T PAY LIMITS FOR R /.. CONTRACTOR MAT SUBSTTUTE A COMPARABLE T T W ET WE TO DESIGN AS APPROVED BY THE ENGINEER. SHOULDER LINE \ BEGIN WITH 45- 4.TIE LOCATION OF THE ERRS RICK HOLDER �- PAVEMTIT SURFACE 6 BASE N SOW 1'/" MAY BE ADJUSTED FOR VARWE CONDITIONS. . • I W TYPICAL CROSS-SECTION ' ----- - � MUSEUM ME D PUEN HO.T FEET ISM LOCATED R THE eM I TTT __ / SIDE CCU TO OF BWLWIIEDED T/ LG, NiD WELLED TO THE PLATE TOE PLATE I I I I I I TZ I e e 'I2 FRONT VIEW MRS F CED TYPgAL, AND HARRY PLATE. IS $qR SECTOR Eppp ,� SIDE TO BE GILWNZED. T C D•EI2Rga a ♦5]AGgEWTE,N AGGREGATE OR CRUSHED Rrt DETAL FOR DEBRIS IRACK HOLDER FELL NFUS P-o-P OEBPoS RICK WgLOFP SWEET T4CNK55 .•:•.' .: •: '• CLASS MEETING p8 GRADATION REQUIREMENTS. A B H E w PLAN VIEW XAE EA S EEL AL •N N t" T0.. MM. 1•' TOL. T " TOL. 2" TW. L PLAN WALL Ems% YVAR= PLAN cfoTF% F DRAIwcF PARPoc (PLACEMENT OF CD-1 COMBINATION UNDERDRNN) U" .064` .060^ 6- 2r 2 " 24• 9 AOPE TO DRAIN T° INVERT N" .061" J^ 26• 4• OF CURET PIPE A 4 glRO%� .W4• .p6p" 6^ 3r " zr OR SECTION A -A W 2r .Ofi4• .aso" J6• 42- 4• i 24^ .Wr 4r ART 4• �- PAVEMNT SERFAGE M LIME ❑ ❑ �❑ ❑ O ❑ TRASRIW ET ME PLAN '+A`Ii A:-H. SLBBARE OR CEMENT STABILIZED SUBBASE b ❑O11❑❑11❑ PIPE DIAMETER WREN METHOD OF TREATMENT N DROP INLETS 36- .064- .075. 14• 6D- J " T6^ P P e P P o �- OIFFERENT SRES OF 12" .D64" 16" 69' BI" " - E--SELECT NOR WE TYPE E IXR 91BGRIPE 1111 ❑ ❑ ❑ ❑ ❑ PIPES ARE ENCWNTEPEA �e M" .064" .qJ" '• )f' 4• LASS N CONCRETE CLASS N COITOETE •• - q 81" D " 36" ICENENT OR LIME STABILIZED) 1111 QQ Q Q ❑ .DBI'v.0J9" YA.13 .. .. NT' A• •• •• •• O P P . g d d-c �•, •3]IGGREGATE. pB MGREGAre OR CRUSHED TOP VIEW �Q QQQQ� SECTION A -A Ep�E TASS LEErxG NB GRADATION BEDUREIOIrs. GENERAL NOTES TOP To BE NxcfD TO ALow 11000000 L SECTION B B Accxss TG WATER GUAITr aPoFICF NOlFS \� NOTES 1. UNLESS SAT THIS PO INDICATED COMBINATION LAID SUIRG WIDE NOTE (SEE HOLDER DETAL MOVE) 0000000 SHAPING OF MANHOLE AND TO INVERTS H ACCORDANCE WITH \ NOTES: +. THE STANDARD SAFETY SLAP HEST IS TOE USED ONLY GE WHEN SRE N. FOR T THE PEAS LOCATED AT THIS PONE MEN AOTH SUBBASE AlTH ROU GLY ND STABILIZED. \ M THE DAMAGE SUMMARY SHEET ANO/W ME DRAINAGE DESCRIPTION. FOR MANHOLES TOP i0 BE NNGED TO ALLOW THIS DRAWING IS To APPLY TO THOSE STRUCTURES INVERT OF ` TOPE N MAIN - - 1. TOE RATE TO E PUNCHED t0 MATCH HOMES N SIWT LP. �R((" GKVARED BOLTS t0 BE JUNCTIOM BOXES ND PROP VMi WITH HEIGHTS GREATER THIN #FEET TIE SPACTIO OF 2. TRENCH SHILL BE FLLm WITH MGIEWre AD THOROUGHLY XND TARRED TO �i> ACCESS TO WATdI a) &TY ON PENIS OR WHERE INVERT Q PIPE 6 ABOVE AVERT OF 1 TO AVERT E FU8ORED. LENGTH OF TOE RATE 6 W • q" FOR W" TO 30^ W ETER PPE A D W - 22" ADJACENT SME�Y SUMS SHALL E S'TO IT WITH NO SAFETY TAR LOCATED WITIN S FEET INSURE COMPACTNESS. UNSICE ISLE NOTE 31 STRUCTURE. L • WHET WE FOR 36" TO W" DMLETER PPE. OF THE TOP OR BOTTOM OF THE STRUCTURE SAFETY SLABS STALL NOT BE LOCATED BELOW h ❑ ❑ ❑ ❑ ❑ ANY INLET MINE OF W WARREN OR GREATER. NON -PERFORATED OUTLET PIPE J. OHREI PIPE SHILL A AT THE EDGE OF THE TRAVEL LADE PAVEMENT ND fO' DIABARS INpi CO OR DROP )NET IS TO BE STANDARD OR CONSTRUCTEDUALDRAWL / 2, SKIRT SECTION O'k TO Jp' INAIETER PPE TO E RARE N ONE PIECE. 910LL BE PULED 011 A lit,IBE PARALLEL TO 11E SHOULDER SLFPE 2;MX. (3 R NOT GPLVA412ED ❑ Q Q Q Q ❑ N ACCORDANCE WITH APPLICABLE STADMO OR SPECIAL DRAWING. DESRMLE) MADE. SEE NOTE 2 THE NVERi SXARXG M DETAILED HEREON 5 TO CONSIST DE A � / [� 2. TWO LOST DE THE SL-1 S NLLUAEO N THE LOST DE THE STRUCTURE. SEE CAST N RACE DRAWINGS ii 1111 PORILAND CEMENT CONCATE MIX CONFORMING TO CLASS N OR AT J. SHORT SEC1gN FOR M" TO 34" pAMEreR RPE YBY BE ACME FROM TWO SHEETS JMEp BY FOR FURTHER DETAILS CRUSHING STRENGTH 4. ON CURB AND COME SECTIONS, WHERE IT 5 IMPOSSIBLE TO OTHERWISE PROVIDE T 0.N5 CI EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE , '�""'%^:. �; •"" '� PoVETING OR B0.}NG W CENTER ENE. 60" MAY E CONSTRUCTED N 3 PEES. J. /.CLASS OREHIGS NE TO E STMGEREO FROM OK SIRE OF STRWTUflE TO THE ,- 6 131311 LP TO 4I IN D METER ND CONSIST OF STONE, BROKEN BOCK, . I . " _-" „•: I I i OTHER WIFE APRJWBLE. STEPS ARE TO E STAGGERED MCgipN0.T. i 5 BARS • Y C{ TYP. TVRE OF PPE k OUTLETS FOR HOLES, RNXS, THEY ME TO BE LOCATED 50 N TO DRAM INTO OAP "� "�' ---- 4. CONKCTOR SECTION. CORNER RATE NO LORE PLATE TO E SANE SMEEI THCNKSS M SORT, W.T. 1" NON. OINETER kW.T. 6" NOL DARTER )NETS OR MNHOLES BROEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I I � .:...�.::nY,: i".: -'T' .- _ -, --_ - ❑❑❑❑ �i SO�ESDR ��V//,,, "'S"".''-5; 4. SAFETY SLAB MAY E CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE 9gOTH WALL PVC .103 0.163 SNARL E LEFT SNWTH BY ,ENE OF HAND TROWELLING. NONE I .. }. ON SUPERELEVAreO SECTIONS TRENW 6 TO BE UNDER ENTIRE PAVEMENT AREA IINl�'" DE 1K WIRSE AGGREGATE SMALL REMIN IXPOBEp. • 3. ENO -SECTION ND FITTINGS ARE TO E STEEL FOR USE WITH STEEL PPE. 0.A55 N (}ODD P511. PRECAST CONCRETE IS TO BEM ({WO PSI). RENFORCING iDE 9reEL TO BE IN MCORONVE WITH MWITO M31. ,/ I, ;, r+; �," , SMOOTH WALL PE JO PBI kkM JO PSI k3fk WITH OUTLET RF£ ON LOW SIRE OILY. ❑000❑ USE NOTE 2) 6. BETA -SECTION AND FITTINGS ARE TO E ALUNH M RIDGY FOR USE NM NUARW &LOY PPE. DETAILS OF INVERT SHAPING N BROWN HEREON NE FOR EXAMPLE gIATC 8. INVERT ELEVATION AT OUTLET END OF CUTLET PIPE TO BE A MNIMW OF Y-d' MOVE �0000 PURPOSES ONLY. EACH MNHd.E OR DROP INLET IS TO BE SHAPED - 5. ACCESS OPENINGS E A E SO•' EKINGDAMER OR Btl' SQUARE. WREN TR UCTURE IDTHW.IIS INVERT ELEVATION DE OWS, RECOVING DRANAGE ARCH OR STRUCTURE. ADIVWILLY TO BEST FIT THE PARTICULAR MEET NO OUTLET ° • • NW.ES OR Q. mNTEA-ARAM. J. DRIER THE STET OR ALEIJMWBN END -SECTION DETAILED MAY BE USED FOR PLASTIC PIPE sl:f ` LL55 THIN W" THE ACCESS OPENING SHNL E BECTNGULAR (STRUCTURE WIDTH BY T-Y NR COIFIGURATON AND FLOW ERRS. • SHOWN N STILL PC-1 E N ARAM TO BUSED NTH ASP ION MAY BE USID. 3p' LORD). ]. ALL CONNECTIONS (ELBOWS, WY6, ETC.111T TWO PAY CURS FOR OUTLET PPE ARE TO IDE VAN. SECTION B-B N WALL TNCglE35 lYN) - NCK9 E OF THE SASE CRUSHING STRENGTH M TIE OUTLET PPE. I FRONT VIEW B. WYERE FLARED ENO -SECTION ARE TT E VEO WITH ASPHALT CW1ED NO PAVED YET/. kMMWSTED ACCORDING TO ASTN D-2412 AT 5XDEFLELTION. SIDE VIEW HIGH DENSITY POLYETHYLENE PLAN PIPE. Aw SECTIONS oo NOT TEED TO BE coAreo OR PAVED. TYPICAL PRECAST UNIT e. OUTLET WE TO BE TGWELr CONNECTED TO EW-120R OTTER DRAINAGE METAL ELEVATION DETAIL FOR DEBRIS RACK METHOD OF TREATMENT IN MANHOLES STRUCTURE. (FOR WARIER QUALITY ORIFICE) SPECIFICATION $RECFILA,gMI STORMWATEL MANAGEMENT (SCUM) DETAILS VDQF �Vno-r SPECIFCATION �VDGT ��T ARE°F'°""°" ��� STANDARD COMBINATION UNDERDRAIN SPEGigATIOH REFERENCE STANDARD METHOD OF SHAPING gEREgERCE q�gE11LE FLARED END SECTION TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS REFEflFNDE REFERENCE ROAD AND BRIDGE STANDARDS ROM AND BRIDGE STANDARDS ROM 4D BRWE STANDARD' ROM ND Bi10(E STANDARDS I RAID ND eaDDE sTNDMos DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE CONCRETE CRADLE MANHOLE &INLET INVERTS 12" - 60" CORRUGATED PIPE CULVERTS MANHOLES AND JUNCTION BOXES SHEET + OF + RE60 DATE (AT LOWER END OF CUTS) 232 W2 (FOR SCUM DRANAGE STRUCTURES, SCUM RISER PIPES AND SCUM DAMS) REVISION DATE BEET 2OF 6 SHEET 1 OF 1 REV6RW GATE Jot J02 REVISION DATE SHIER 1 OF I SHEET 1 OF 1 REVISION DATE J112 SO VIRGINIA DEPARTMENT OF TRASPORTATOM 111.0E OLOB VIRGINIA DEPARTMENT OF 11RANSPgRTATgN VIRfN•A DEPARTKM OF TRNSPORTATIOM '02.C: 108,% NRGNA OEPARTEM OF TFIISPoBTATXH IW.04 VIRGINIA DEPARTMENT O TRANSPORTATION JO 201E ROAD &BRIDGE STANDARDS EWAIA EW # 01-3A 3B. lC EXPANSION KEYED LD-2 FOR DETAILS OF INLET JOINT CONST. BOBS 0 L APPROACH E%PANSIN MINT J'-10" FRME 8 COVER BACK OF SIDEWALK (WiiEP CHITS aF PAY FOR S X 'A ^I MESH IDi ATTEBEt L SEE STANDARD IC-2, l 3 - Epp G / �PAVVEMENT WILIER RPE O SBE NOTE 1 I M�.. REVEL SLOT DETNL BARS G 4•• " s" GPTif& I-�'� 90ASA TOP of Wr fiE N IIIdJ`IH1IT--y` JOINT y (PFAMTlEO FOR ENT H o � - J.t:, ERAR TDE OF FlLL SHAPE TOE FORM REWVKH BAPS C 6. 6„ -' DAR C SUBBASE _ Fl1 ''fit,-CdABINATDN UIOEFARNN V-µi T \ BEVELED r 'r2" BARS B R 1" _ HARDWARE "' �+r�,��- off P SHOULDER UNE WITH MORTAR T O ARS F 1 = n - - - CLOTH LNE x c I � �I I z_ I BPRS F WEEP HOLE. I EDGE OF PAVEMENT -- 00 NOT A A _ 1\ /I I ' o z I SEE NOTE 8 - a- ----"---- -- r U b � I COMBINATION UNDERDRAIN CD-2 ON FILLS �• °0' TRAVEL LNEs • ' '' AVERT B" '� nAn CENTER LINE SECTION - - - - L � �- �U 2'b•' $TEPS.'SE I ° EDGE OF PAVEMENT BAR F HU n / NOTE 5 SWELOM WE I L 1 � ISOMETRIC `" II ARE ° GIITMF FUE of cuRBJ B. 2, B„ 6.. TRENCH PLACEMENT � a{ L• 1" LR N CONTROL JgNi CRACK CONTROL JOINT 1.`�I TOE OF FLL r[- s1 2•_0•• .. PLACE EN SMPICE L BA6E NOTES +. •W' MAY BE REDUCED VML "%" EAClES A MINIMUM OF 4" WHERE � �pWJ 6'MN. PLAN SECTION A -A / JI e o o e o o a TBBNE LIMITS OF PAY FOX EHOWALL WOULD RUOTNIDE ABOVE SIDULOER LINT. 8. REVEL EWE 6 REOURED W THE HEADWALL AT THE INLET END OF TIE MM. a WTUET PIPE N NO CASE SHILL TOP OF EMM&L PROJECT MOVE FILL SLOPE. CULVERT (WHERE THE ROW ENTERS THE CULVERT). L ra .e-e-o-o-P-e-P-P-e-a-P-o- ORW SLOPE, OR SHOULDER. 1•' % B" N A L-vARIMLE - YN. 20' r' KEYED cpxsR..gINT - - - :--• - - - �SFIECT IMlFI6K TYRE IOIRE PLAN VIEW SHOWING PLACEMENT OF yy�� o-o-P-o-o-o-o-o-o-o �o-o 0 J. HEADWALL AT THE GURLEY END OF ME CLLVERT MAY E EITHER SQUARE MN STEM O( AOMUNIM OR STEEL � 2'-10" wAaPEp ••••,• CD-2 UNDERDRAIN 2. THIS ITEM MAY E PRECAST OR CART IN RAPE. EDGE OM BENT EDGE. PLAN .00 NCH MN. RIYIETS OR BOLTS F 2'-0" 8' 2'-6" 8" }•-O• 2" GUTTER ..... _ MN OR 3. KL GMT N RAPE CONCRETE TO E CLASS N. FOR PRECAST SEE a. ON SHALLOW FILLS, WHERE ENDWALLS ARE 1.OR LESS BELOW SHOULDER KUNION PLATE -( 40NPFAMLE WITH POST -1 �B BAPS A �PTRT[F " E�rE%RE BWASS YEETNOT 088MUT MUTATION REQUIREMENTS. SHEET 101.02. ENE, THE TOP OF THE EHDWALL SHALL BE CONSTRUCTED PMALLFL TO THE R. 0. dRNUGE +' " NON -PERFORATED OUTLET PIPE (WADE OF THE ROM. w � {. THIS STANDARD i0 E USED WITH STRAIGHT CROSSINGS AND ALL r m h4•_ T i C OR CRUSHNO STRENGTH WTYPE ROLLED R_ ______ _______ SOP6' AAT EST LBSw/Fi?of B 5 C_ _� _ _ _I 0 TYPE OF PPE NW.T. "NDM. DIAMETER! kW.T. 6" NOW DIAMETER SIEWS(0'TO {5"). 9. i' CHAFER MAY BE PROVIDES ON ALL EWES AT MIMFACTURER'3 OPTION dAREreR KUlAIM ALLOY ' ° SYCOTX WKL PVL .103 0.163 5. HEMWALL TO BE REVELED IN ALL AHEM IXCEPi WHERE A CONFLICT H 600- S 0 78 WJ" DIMETER BARS E "W-PAVEMENT SURFACE M BARE SMOOTH WKL PE 70 P51 kkk 70 P51 kkk NTH INVERT OR WNGWNLS OCCUR J-c• BAR$ F BARS E �B :`I m LBS.IFT EW1 EWIA { „ WEEP HOLE FRONT ELEVATION E. T-B' 8" BARS B o o SUBLIME OR CEMENT STABILIZED SUMME 6' - - --- - (GUTTER REMOVED) BPRS F } 0 P e o P o o12 k WALL THICKNESS (NMI - ACHES F/' _ o o P o 0 0 o -SELECT MOREUSE TYREI OR SIDGRME ENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE Li UNDERDRNN OUTLET _ - __ mDrrlr OR uIc srAeuzEol kkk TESTED ACCORDING TO ASTM 0-2412 AT SX EFLEDl10H. sx1/• BENT Pure SECTION B•B DIAMETER DE RRE CONVERT SIZE OF ELLIPTICAL WE CULVERT (SPAN X OBEI MARKER DETAIL 8" ,.,.. ✓'' \ •• - OE MMEE LNG 88 MCRECN R OR CRUSHED Tu EOTIXTLE ,• GLASS MEETING p8 GRADATION PEWRd01T5. #• IS" W" 21" OR 24" T' OR 3 "OR 38' 23"x14• 30"K19" J4122" JB"x24" 4Yx2]" u"X2A" 49`ASY' S361J4• SECTION A -A NOTES: %.-'' ' DRWIGE " "P FARM GENERAL NOTES A 9-6" tl_r 1I tl-11• 11-1' r-0" A O-B" Q-B' tl-D• I'm I.-Ir P-0• 1'-Y 1'-0• 1, TYPICAL EMWALL TO AD RACED AT THE ENDS E SLOPE. IMpFRCRIN CURETS. BLARING LOCATIONS TYPE A NOSE METAL SHALL BE USED WITH CO-3 8 CG-J STANDARDS. L2%"x2%i"xI/I' B tl-M 1'-r T-3" 1'-P' Y-Y Y-Y B T-Y' T-5• 1'-0• 1'-Y 1'-9^ T-1D" T-1Y Y-T" WHERE UIOERONAN 5 TWO INTO OTHER MANAGE STRl1GTURES. EMWKL TO BE INSTALLED TYPE B NOSE DETAIL SHAM BE USED WITH CG-2 6 CG-6 STANDARDS TTPE A G4" STUDIO 1. TRENCH SHALLOMPA E FILLED WITH AGGREGATE NO TRRp1GXLY HARD TNRp TO PUTUT CLLM TO L BE WAYRKI AND FLUSH AMI THE TOPE. TYPE B TO % 4" STUD SHEAR CONNECTOR WELDED ASSURE COMPACTNESS. C T-Y' T-T' P-9" Y-2" 2'-Y Y-Y C 1'-8" T-R" T-T' 3'-Y PAY 2'-0" 2'-8" Y-Y GALVNIZEO PLATE FOR TYPE A TO BE BENT ON N MOLE OF 66°JO' TO ANGLE IRON AT 2'C-C. 2. CUTLET PIPES SHALL BE RIGID NORM M 2412, 41 , SMCOTN-WARE PPE, MEETING THE REQUIREMENTS CONNECTORS ND IS r0 BE ANCHORS° WITH /t' % 4" STUD SHEAR APPROACH TM pAVFAEk! 2• OUTLET PPE SHALL EON AT THE EDGE OF ME TMVEL LANE PAVEM:M ND D P-Y 1'-3" }-8• Yb" R'-6• }'b• 0 T-Y' FT T-wF' 2'-tl' 2'-0• 2'-Y 2'-B" R'-D° gMENgnS CLASS N 6 TO PSMSWD ACCORD TO ARTY zuz. NOSE DETALS SHALL BE RILED ON A DEALS PARALLEL TO ME SHOULDER TOPE 2 X ARE OR PIPE to. TOPE CONCRETE WELDED TO ENT PLATE PT 2'C-C. 2„ DESIRMLEI CRAPE. F tl-p" 0'-B" 0'-8" 0'-0" W-0• 0'-9' F d2" 0'-W' 111. p-Y' P-V d-N' 0'-9" Q-Y L N CUNC YARDS }. EXPANDED STEEL MEN IRATWNEO SHALL HAVE OPENINGS of APMOX'/e" % 1" N° WDGH APPROX. APPR. PAVEMENT .11 0.82 CBS. PER S0, FT, MESH SHALL BE GALVANIZED IN ACCORDANCE WITH MTM A-I21, THE MESH BRIWE SUBBASE J, ON CURB AND GUTTER BECTONS NEE IT 6 IMPOSSIBLE TO OTHERWISE PROVIDE H Y-Y' 2--T" 3'-2• 3'-9' 4--3" 4'-9•' H 2'-YY 3'J" 3'-T 3=4' 4'-0' 4'-2• 4`5; Y`T' 6. �� ;� '._5 .� $HAM EXTEND A NHNW OF V MOVE THE OLD. OF THE RPE, NO 5 A BARRIER FOR RWENIS. ETC. DI-3A L L DI-3B L d-}C ,- L -, Y; WARPED PAVEMENT LD-2 OUTLETS FOR WDEMDRNS, THEY ME TO BE LOCATED SO N TO DRNN INTO DROP °.28 THE TOT FOR TIE STEEL MESH 15 TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR I�� '. • (A_2 INLETS W NANILES. L 4'-0• Y-0• W-0" B-0 #'-0• IY-0" L B-S' T-Y N-6• 9 2 III D'-11' # } 12 N 0.2, CLENCUT PURPOSES. Y_tl• RELATE RISE MATERIAL TYPEI , 6' fl S'4" 1'-3 0.35 9lE NO. 2B UP MR DEPTH) 4. IS TO BE UNDER ENTIRE PAVEMENT AREA f °N SU OUTLET PIK R SECTIONS. ON H D 0'-r/4• d-$'i• 0'-Y p-21/e D'-YA• O-3j'i' 8 Fil' 2'-8" Y-10" }'-T 3'-0• Y-0• 4'-1" 4'-Y 4 tas ITEM MAY BE PPEDMi OR LAST N RML - - - _ _ _ _ - _ � _ - 3. � ' WITH OUTLET PIPE W LOW SIRE ONLY. 5. STEEL POSTS AND RATES TO E PAINTED OR GALVANIZED A ACCORDANCE WITH TIE ROM AND FLOW z 5. mmir ELEVATION AT WTl£T END OF OUTLET WE TO BE A WNW OF 1'-V' MOVE b o'-r o'-f/:' o'-Ht O-z" 0'-z%i 0'-J• 0 0'-Y/e• 0'-Y/: O4/:" 0'-4• d-4'/e• tl-4y1' d-s" p-S�E" IT $PECMICATIWS. X PANTED TOME FNK WART SnNL E Ib.11 KUMAIM PNM °x FLaw FI OW +•-tl• INVERT ELEVATION OF EC9VNG MANAGE DITCH OR STRUCTURE. NRI G WASTE PANT. WBe YARDS E CONCRETE b tl-z" D'-zy:• o'-zY:' D'-1 tl-Nye" d->;Y a-4• tl-{Y:" T PLACEMENT OF CD-2 UNDERDRAIN AT e. ALL CONNECTIONS (ELWWS, WYES, ETC.) NTH N PAY LIMITS FOR OUTLET PIPE ARE TO S. WARREN TO BE PLACED AT OUTLET END OF ALL LNEMRAN INSTALLATIONS BARMNG LOCATIONS I I I DETNL WHEN USED BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING SIflDOT1 N THE OUTLET PPE. HAND. WE 0.241 0.492 O.fi9J 1.3# PORN 2.94] CUBIC YNAS E C°gR•'gEIE WHERE UDERO 5 TIED INTO OTHER MANAGE STRUCTURES. FOR USE ON CRAPES ADJACENT TO CURB ]. dRLET PIPE TO E SECURELY D CTED TO Ei(-#Ofl OTHER DRAINAGE C.N RPE 0.25J 0.521 O.J3B 1.J98 2.198 3.145 COMC.RHE 0.502 0.855 1.238 L5W 1AT 2.01 2.5# 2.Bq T. MARKER WILL BE PAD FOR N ACCORDANCE WITH SECTION) SORE THE ROM AND BARGE FOR USE IN SAGS WITHOUT GUTTER STRUCTURE. SPECFKATIONS. BOTH SIDES TO BE SYMMETRICAL SHIMP REV. J/0] SPECFCATION V(�T SRECIFICATON �VOQF 9LMam1 �VppT $PECFICATION REFERENCE STANDARD COMBINATION UNDERDRAIN BEFERENDE STANDARD ENDWALL FOR PIPE CULVERTS •TD•W% STANDARD CURB DROP INLET ftEFERENLE ROM NO BRIDGE STANDARDS ROM aD BRIDGE SrNDAR03 STANDARD ENDWALL FOR PIPE UNDERDRNN q5 ROM AA BRIDGE STMOARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) Os 12" - 38" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVSION DATE SWEET I °F I 23S SHEET I OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 W+ REVISION DATE SHEET 1 OF 1 J0% VIRGINIA DEPARTMENT OF TRANSPORTATION ALAI p1.32 VIRGINIA DEPMTAEHT O iRNSPORTATIW 54= 104.09 08/ID VIRGINIA DEPARTMENT OF TRANSPORTATION 302 I TRANSPORTATION 10B D5 ENGINEERING ,p1_2 Dse-I HALF PLAN VIEW 1A1-' °"" ''-96" °IA mE LETTERS v.D.o.T. ARE OpnONK ---- _ LAND PLANNING -PROJECT MANAGEMENT V- •• I x WALL THICKNESS) F uSEO THE LETTERS ME TO E CAST N iK ERRE55QN N TOP W ++III-----���--- COVER P WIDE RAISED $" HIGH AS tyi SHOWN. � FINISHED - 0 912 E. HIGH ST. 434.227.5140 FOR DETAILS OF ALL COMPONENT PARTS ND DIxENSION� ❑ ❑ ❑ ❑ O "GENERAL ENfR J HATES- PRECAST" SE SHEETS � � %' A �' A CHN2LOTTESVILLE VA, 22902 JUSTN@SHIMP-ENGNEERING.COM SEE srMDMM T-I FOR APRgAIDLRY OF SAFETY TMs, B - B 16• V. ®. ®. T. STANDARD S MH-I NOTES 1 1 - I - MACHINE I'-B'/e' DIA. ❑ FRK'E L COVER THE TOP 6 MASONRY IS TO BE LLFi TL $UFFIdENRY LOW TO PERMIT PROPER I __ ___ SPACER WIT GNAUETBYRTTVEFIKEVOF 4UFTM OR TO i - SECTION A -A Ov o AL O ❑ ❑ ❑ ❑ = Z 0 BRICK M DIRECTED BY THE AR WEER, i FRAME AND COVER SHALL BE y ❑ ❑ ❑ RATED FOR TRAFFIC CONDITIONS TOPS, WT o e I o _� O • 8.. _ 4�• APPROXIMATE CAST RON� SUBSTITUTED FOR TAPERED D •'�• • • 'A W STANDARD T-MH-2 MAY 9 COVER 239 + 12 LOS CBS. TOP ., •_ - _ ,, ,• F �n ' E EN NEAR APPROVEDBY �Wqt � • • - • .': TEIE ENGINEER. i � �� -1- e a � EWNC MATERIAL ' i• HALF SECTION A -A /� � �� ' W (SEE NOTE 11 sT'D. ST-1 (WITH M N VIER A-OVEO -r�-'~ w A'`X B�W BRICK CONCRETE I � o � E 2) f5E ROTE 2) - ,- RISEN UNIT w Lic i. 45483 SECTIONAL ELEVATION P NOTES' J MONOLIrac NOTES BEDDING THICKNESS TABLE q im r B 1' oMwnRICHNESS EDEDUCTED R M,wxoE B � PLAN \ B .• ' TABLE OF OUNOTE$ CON 2. WI A BYTHOUT PPES. APIPES MUST iEI?E51 �� OSIER )UHT SASE -- P � DEPTH BRICK MNHWE MANHOLE AMOUNT OLD � I I SLOT � REVEL 45• I, OMMOUTS SHOWN ARE F --- gEdgER- ----- 3 _ REDUCER UNIT '''_°" " WAS USED N p•r ' OJNTITIES. V IfLY --F �- -- t. BEOONG YAIEPIAL 6 i0 BE AGGREGATE SIZE 25 OR 26 i FOUNDATION XM STANDARD FOUNDATION BEDDING THICKNESS _- S.IAKYELENTS TO BE APED FOR EACH T' 1'-q" OIA BASE1" P W RUNNING WATER PRESENT. THEN AGGREGATE N0. 57 SMALL BE USED FOR THE DEPTH TYPE ,O BRICK CONCRETE CONCRETE BAEHMT I Wr SPECIFIED ON ME PEAKS OR M DIRECTED BY TOME EKJEER.CAPPED WITH I ACMES 1b1 MORIONAL FOOT OF DEPTH. '// E ACGRE6ATE NO. 25 OR 2B_ "' qqRy ' " r-4• FEET THOUSANDS CU, YARDS W. YARDS y,•' I' -BY." DIA y,•• HORYAL EARTH Y FOR H ( D' o O CONLREIE 4 0.5 0.T85 L13J 1. 4AreNIALS MAY BE BRICK, CONCRETE OR �^ x 1/j SLOT 1rr -� -Y 2. MOTH OF BE00N0 MATERIAL SNARL EXTEND A MNIMW OF 6" LIEYIXD THE BARE OF 6" FOR N > XI' O 4" FWTNG APPROVED CONCRETE MANHOLE BLOCK. I I THE STRUCTURE W ALL SIDES. y 5 0.7 0.785 L699 4AGRRR MACHINE O I I 1 FOCI( r RER f00T O H. MAX.B" 6 0.9 0.785 1.g61 5. IF BLOCKS ARE l5m TXE 41NNW r/r, R _ J. MIGHT OF STRUCTURE IH) 5 MEASURED FPON THE AVERT OF THE STRIICTLRE TO .. .. ] LD OJ85 2.2I! THICKNESS OF SAME $ To BE 5" ' N THE TOP OF 111E FRANC PAID LOVER OR CONCRETE DEREHIMG ON STRUCTURE •.-'.' '. •. '.- .-'. . OTHER TNCKRESSES ARE TO INNUM A • . 8 42 0.J85 2.485 TYPE. SEE APPLgMLE DPNVADE STRUCTURE STANDARD FOR DETAIL. M SPECKED W TK RNS ' •.: .� .: ' TO WALL THICKNESS SHOWN FOR FOOTING FWTNG SOT M )TELLING OR M DIRECTED BY THE ENGINEER I 9 1.4 OJ85 1.747 CONCRETE. ly/' fl e x R dN.ETFR=A'-8"+11 x WALL THICKNESS! J'P W 1.9 0.9]0 3.455 6, ALL CONCRETE TO BE CLASS N. '/" R SECTION B-B # 2.5 0,9T0 3.Ar ]. WHEN SPECIFIED TO B ON PLANS THE - - - - - - - - - - - - VSMP PLAN FOR 13 2.5 0920 4D9 INVERT A E IT SHAPED N 1'-Jl(' OIA BRICK CONCRETE OR la ze osio as4t ACCORONCE wliH STANDARD Is-1. a; CONCRETE BLOCK THE LOST OF FURNISHING AND PLACING IS 3.1 ZO 4.90 ALL MATERIALS WIDDII TO TK 5'• SECTION 01A $' BOTTOM 16 J.4 0920 5261 SHAPING IS TO BE NCWOEO IN THE BIO BQTTGM C ROZET ANIMAL IJ 44 I.- 6.032 PRICE FOR THE STRUCTURE. SECTION B-B WCFEMENT Oa5 0.582 X°EFERENE �VCIOT gEFDEE EANCE DRAINAGE STRUCTURE BEDDING FOR DROP INLET, �VDOT SPECIFICATION �VppT' -tVDOT A copy of lTE ORIGINAL SEALED AND SIGNED DRAWING IS ON ME N THE CENTRAL OFFICE, SPECIFICATION PRECAST MANHOLE ROM aD BNIXR STANDARDS ROM AND BRIDGE STNDNDS REFERS CE MANHOLE FOR 12" - 48" PIPE CULVERTS ROM ND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REFERENCE MANHOLE, AND JUNCTION BOX REVISION DATE SHET I O 1 REVISION DATE SHEET i DF J SKEET I O J PE ISIOx GATE STANDARD MANHOLE FRAME AND COVER 224 WELLNESS 302 REVISION GATE SHEET i (F I !02 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA EPARTMEM O TRANSPORTATION W2 1p6.0T VIRGINIA DEPARTMENT O iRAN$PpR I� _i1. 1�.15 04A20 106,01 g601 01/20 'S02 NOTES DI-], ]A TO q•], 7A. M DETAILS OFCONCRETECOVER AND RAT • _ ATE A LocATKNs NOT NE ] PC FOR CONCRETE CORR°UEGATsEDPMETAL PIPE DETAIL 1 DETNL 2 Ems' I'B DETAILS OF GUTTER AND f/HI 1. DEPTH OF INLET Nl TO E SHOWN ON PENS. _ 2" DIAMETER BAR • D.BB LBS/FT. NOTES L L B o B OR ND.11 MEET STEEL BM W 7.85 METHOD OF PLACEMENT PIE LD. H T s D b B ' B 2. THE "H" DIMENSION SHOWN W THE STANDARDS '- '- _ " CBS,/FT., (lSTM M15, CRAPE fi0. 1 ORATE A 5 i0 BE Utt12ED N q E �B DETAIL 3 ' 1A1 1 1} I - NOTES ALBEMARLE COUNTY VIRGINIA L J" L _ _ � %PRESTO TIHEDTOMOPT�E�ER9TTRUCtUREOUTFALL _ SUBJECT TO TRIFFI0. T IB B-O 13 �ID 6�10' i'-6" 9'-10" 0'-5" 0'-Y m DIMENSIONS SHALL R DETERND T BY THE HELD 1 d-7A W GUTTER IN ONE DIRECTION. 66 J] J D q I A J' 0'-5 0' 1 q q A SUBMISSION: FOR ESTIMATING PURPOSES AND THE ACTUAL 6'-6" ' •-6„ B'-8" B'-}' 3' 3 o'-e' P-5" A 0' 1p - - -- ' -- • � , SID1BdETC�T TO�R�FIC. d']B GUTTER IN WTH pRECTI0N5. I•+ 5 n{ 1 e J-0" '6'- � o'-r„ RN ' H' DMENSIONS ARE APPROXIMATE ONLY 2. 6RAre B IS TO BE UILIZED IN CONTRACTOR FROM FIELD CONDITIONS. AU - A B'.2" 1B'-2- W-2" T'-0" 1. 5' 2 0'-]., 4 MAXIMUM DEPTH (H) TO BE 12'-8. 1 FOR ETNLS DE LOAN CIARYING 2. JOINTS BETWEEN CUTTERS AND CONCRETE COVER J2 UIL n PLAN 3. WHEN SPECKED ON THE PLANS THE INVERT IS yY" % 4' L2'X2"X�'j GRATE )ORATE BI,SEE T q J, R� a PBE DOWELED OOF OWELS TH 2" 4" SMOOTH - g�_1p. ',-_ " 11 _D' +I -e ", IJ'-9 D..T. I i m 2021.07.30 R I METON A HEAT. IN LIEU OF DOWELS A 2' X {" NOTCH WY I- , L6' e' B IT-O" 2- IS T (COVER REMOVED) PLAN r0 BE SHAPED IN ACCORDANCE WITH STANDARD _ SAID TSHEE L2/i'%2/s'%'/� 0'->" O'-5 W MV-4" (12" - }6' PIPE) (COVER RENOVEDI 5-1. THE COST W FURMSNNG AND PLACING ALL � - COMECTOR 4. CONCRETE COVER AND cRAre BE PROVIDE°, I I I I 90 Q-0" O'- ' B•3'-0" (12" - 38" PINE) MATERIALS INCIDENTAL TO THE SHARING IS TO BE � DETAL A SEE STNDNA T-DI-3,4 KreONATE OESRWL---r---I I---«-- •. 25 MIDI •- • R'-fi" - '- Of " w M4'-D" (42" PIPE) OgWT N0.UOED IN THE BID PRILEN FOR THE STRWTLRE. SINGLE UNIT. OUTSIDE I I I 1 - s REVISION: B•3'-6" (42" PIPE) CONCRETE COVER I_ CRATE TYPE J. VMIMLE 2y OR FLATTER. B )FOR DETAILS SEE 4. N TIRE EVENT THE INVERT OF THE OUTFKL 'B OR IS F5%5'-0" BM6 ORDIMENSIONS OF ATE TO )S I NOTES: I. CONCRETE TO E IOW MINIMUM CdIPPFSBVE STRENGM 'A CONCRETE HAVER SHEET 2 OF 3) RPE IB HIGHER THIN THE BOTTOM OF TIE PLAN VIEW )FROM PLANS) (12 REO'D.) � OR 1=4" % 2' 11Jt' fGRQE Bl. 4, DITCH )RIDE MUST BE ADJUSTED TO MEET L L _ (FOR DETAILS SEE AGGREGATE. STRUCTURE, THE INVERT OF THE STRUCTURE dFFERENCE N ELEVATION. WE LONGRUDNK 2. F PPE 5 TO BE SEWED, THE OPENNG ALE E ADJUSTED 2021.10.20 SHEET 2 OF 3) SEE NOTE/. SHALL BE SHAPED WITH CEMENT MORTAR TO SE GET NL - 5. KIERNAre M=TH005 OF ECTIOq. TO ACCEDING NRGLES IA TO 5'. B � v_. AWRECATE. SEE NOTEJ. PREVENT STANDING OR ROWING E WATER ACCEPTABLE IF APPROVED BY THE N THE STRUCTURE. THE CHAT ID FURNISHING 1},r .{FT �j 1 �f1- NJCHORpD NNYE ROAR WLL E 5. F DEPTH (DI BECOMES LESS TEEN 4" LENDM A� }, IRFORGp1G STEEL N ACCORDANCE WITH MTN A-5I5 •: WEEP HOLE. n WEEP ROLE. ND PLACING ILL MATERIAL$ INCDENTAL TO mT�! T � }I ., � I ENGNEER. E WINGS ME TO BE EXTENDED AS �EiECTm (ENFpgbNG EMS), ry '. SEE NOTE S. '� PC SEE NOTE 8. THE SHARING IS TO BE ALLUDED IN THE BID T I / BY THE ENGINEER. 0 CONCRETE INSERTS 6 �^ LM BOLTS 6 > MERE FOR THE TO BE RE, SECTION A -A SECTION B- 6. GRATE AND COLLAR ME TO BE p ]0• Mr MN 2 PER SAE. MA%, SPACMG 30" M' 4, WE OPENICS N PRECAST MANAGE CUTS sHN1 NOT J 5"MI LIFT HOLES GALVANIZED. 8. CURTAIN WALL TO BE LOCATED AT TIE EN) OF EXCEED !NICKS AT NT GIVEN POINT BETWEEN THE PIPE / 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" GRATE A: THE PAVED DITCH SECTIONS OF 1K DI -JAL AND 1K PPECMT Wli. •' STEPS. SEE NOTE 5. DI-JB THAT ARE NUT NUTTED BY OTTER C FTE MBER15 I _ OR CREATED. FOR DETAILS EE STANDARD ST-1. AOW CHART ]. CONCRETE COVER NAY E DRAINAGE MLAC BOLTS S OpOSgld SHOWN AE MMPN. MARK NENIREIEMS x 6. REINFORCED CONCRETE FOOTING MAY E APPROXIMATE QUNTITES GRATE IApLI DWNSIOM PRECAST OR CART IN RAPE. p� PLAN MAY VARY NTN MANUFACTURE" TOLERANCES. OFDiIXRLE . r PRECAST OR GMT -TORS DE. TWO IFTING CONCRETE REINFORCING TYPE A B B. CONCRETE TO BE CLASS EC IF CART ]. F NORMAL TECH CRUDE IS TOO FLAT TO /L1.01f -T' ` F'NOC FABRIC ' I X HOOKS OF FABRICATORS DESIGN TOE CLAPS N STEEL IN RACE 4000 PSI IF PRECAST. FOR ER DETED WILL TO INLET A SPECIAL SHAPE TO BE BEVElEO 6. N TD CASE SHALL TOP SH ENOWALI PROTRUAE ABOVE FLUID FABRIC EOre%TILE PROVIDED IN PRECAST FWTING � I ' 3• GUTTER DETAL WILL E REgEIED ON PENS. WITH MORTAR D SLOPE. PROM TOPE V D N ALL. I er I 0.423 C. Y. 63 CBS. R T S. GRATE BAPS TO BE PARALLE TO FABRIC J. 4" DEPTH AGGREGATE 468.4)B.OR p8 X 8" NDTH DITCH FLOW. - J. KMWALL IT BE SERVED WIG AREAS EXCEPT WHERE A SECTION A -A SECTION A -A SECTION A -A e ' ' '• A,a (to I COFLOT WITH AVERT OR WeDWNl OCCUR. B. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC _ B. BEVEL EDGE AS REOURED ON THE HEADI AT THE MET SEE NOTE 4. HARDWARE CLOTH /" MESH OR GALVANIZED END OF THE CULVERT UNKRE THE FLOW ENTERS THE SECTION A -A SECTION B-8 NUMBER SETT"sNIMHUM WIRE DIAMETERA0.03 ,HEW �,,.•-°" I LUVEgTI, M. 3S CAST IN PLACE PRECAST FIRMLY TO THE OUTSIDE OF THE STRUCTURE. r"^I I'1'-O' ®MET EWE TO BE 9. xE.ROWIII AT THE OUTLET END OF rK CULVERT MAY E W W NN FOR UE WITH #• TO 42• PPES 6 / BEVEIID NiH NOTES) •. THE TYPE OF INLET (PRECAST OR CART IN PLACE), Z'^pr OjCH MONTAR OTHER SQUIRE EDGE W BEVEL EDGE. �J NOTES (CONT.) DETAILED HEREON, TO BE CONSTRUCTED, WILL BE F' �. I *OFDR TD_ - DETAL A q. " CHAFER MAY E PROVDED ON ALL EDGES AT N " I. FOR MULTIPLE UK NSTALLATONS. DMENSION S 6 TO GOVERN THE PROTECTION AT THE OPTION OF THE CONTRACTOR. �D , , D� DETAIL B FILE N0. ECOMEMEO IDAMOM MIIFMTUERS OPTION- Q OUTSIDE THE LWNHEL WIDTH ICU). KDHT CHART 15. DI-0-------- NO GUTTER 10. FOR DETAILS OF ETHOD O COVERGd3IR AD - VM 5' DI-JAR-------SINWE CUt1ER WHEN DROP )NET OUTS ARID THE METHOD Oi PLMNG IPPROMM SECTION A -A EE HATE , NOTE W , SEE NOTE 3VG T �4 gpS w p C C 2 OJ DNY N$TKLATKN PEWRWC CULVERT OMLFT PROTECTION WHERE No ENDWKL 20.005 0 • 005 PPE H DIMENSION Is ON A GRAPE. CUTTER ME SHEET 2 OF J. R SEE NOTE EAGI WAY. EILH FACE OR ENISECTION IS SPECIFIED ON THE PLANS. CONSTRUCTION 6 TO BE N ACCORDANCE BORN TOPES RAT DIE STEER TCPE SEE DETNL A q WITH DETNL 2 SHOWN MOVE. 5QE CONIC. CORR. METAL DI-M------ DO LE CURTER WHEN DROP MEET 11. CART -IN PLACE CONCRETE 6 TO BE LASS N FAA W[1CRETE NETTS IS IN A SAG BETWEEN TWO OWES. (3000 PER. PRECAST CONCRETE IS TO BE A GM NTERIE TE SLOPE l 6 Tj LM BOLTS 3. E°TIXTLE FMYTH TO BE NSTNION UNDER CLASS A,I, AND 1 MATERIALS IN #• 2'-6" 2--5" 4000 PSI. �•� I : MC°RDNCE NTH THE SPECIFICATIONS. M• 2-_yl/�• 2.-8.� 16. FOR DETAILS OF PRECAST 01-J NOT SHOWN HEREON #. CONCRETE DUNTITES SHOWN ME FOR INpCAreO J E)NET I __ PANICMOM ALE SEE PRECAST UNIT ASSEMBLY gMRN PACE 103.01, _ aKET \ z'y.= p11pCH BACK LP BEEN Pip 4. B • DIAMETER OF CIRCULAR CULVERT OR SPAR FOR W%. E111PTgK OR ARCH CULVERT. FOR RECAST GENERAL NOTESpME 1b3.02 AND FOR DEPTH IN) WITHOUT PIPES. THE MOUNT F I I " OVTTER GRAPE TO BE PROVIDED 1 \ H _ DIAMETER OP CIRCULAR CULVERT OR OSE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH SCUM Details M• 3'-tl/e' 2'-11° DISPLACED BY PIPES MUST BE DEDUCTED TO ' p Y D I WET IL I TD MIT N DIRECTED BY TK _ I C0[1CRETIE ASSERTS CULVERT. APPLICABLE PRECAST LIME, RISER NW TOP OETALS, OBTAIN TRUE OUANTTES. FOR INLETS OF NLET ELEVATION ENGINEER (01-JAR ONLY). 8 e" LM CULTS SECTION B-B 21" 2'-Jj'' V-2• PACES 103.07 THIRD! 103,12, DIFFERENT DEPTHS MD OR SUBTRACT THE 6" L)� 8 - I FLO K USE TYPICAL SECTION SHOWN ON PLUS FOR SIDE SLOPE BOTTOM WIDTH AND DEPTH APPRWIAM CURL YARDS OF CONCRETE FOR EACH SEE NOTE \� NORMAL MNIIMW CHANNEL OF OR MATCH EXISTING DRW OR NATURAL &YARD. 24• J'-]• Y-S- 1]. GRATE BARS TO E PARALLEL TO WON FLOW. FONT OF DEPTH. TYPICAL ELEVATION OBE 1lJlE } ' QI/DE I I 1 - TYPE Oi gRIET PAOTE4TION WTFRIAL VELOCITY NNMAI „r, 2T J'-11tl/: YN• PIPE EE 4 SEE NOTE 3 tE = I� `} �••r• (FOR DESIGN STORM) ( 61 #" 15" 18" 24" W" JB" 41" 13. PAVED pTCH3 IAE TO BE TRNSITIONA TO MEET C6E STEEP TOPE -DIE FIAT TOPE BOAC TOF6 STEEP _ I _ CURET PROTECTION 1lIWW IENCTH EI DEPTH MET °UTTER M SHOWN IN STANDARD FG-2A it - 2'-0" ,_Y/i, 2,_P/s„ }'_Y• }•_Nye'• 4'-2• 4'-Bye" MPROXIWIE OU/MIIES ELEVATION _ _ _ _ _ _ �^ G.Ns H gAlss A DRY RPBM a Rp. la TYPE A NSTNLATDN 3H >3" 4'-4�'{, 4•_2" re - THE PLANS. MPROXMATE QUARRY FOR OK CUT AN WKL. °LASS N MOVE LONGINORTUDINK SDITCH IIOGRAOE) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 SEE ETIL 8 38" Y-8• {'-5" .W] L045 1.143 1.3]B L5S5 L]}1 L92J 14. PROVDE SAFETY SLMs WHEN SPEGFEO OM MEMURED fROM WTTW OF GUI -FRET CONCRETE q-J pF]A q-]B (WHEN INLET IS LOCATED OROUi WB1G5 IM CLA55I CLA552 WY RPRN' T. }pe 24 TyFE B INSTKLAIION 'JI 42'• 5'-lye• {'-1T' CONCRETE CLAPS N 0.241 W.YW. SEE NOTE B. SECTION, �'-N CLASS I CLASS DRY RPRAP 19 1, SB INCREMENT PER iCOT OF MgTONK DEPTH (N � �0.}62 W.YW. d2" - 38• PIPER (W. Y08.1 NqE 1.2W 2.M8 SECTION A -A -0 4D CU. YCS. (42" PIPE) SRECIFICATXH VOOT VDOT SPELTCAIDN �V�T SREGFIOAIIOM SPEFEMME VAT C12 RERERENE STANDARD MEDIAN DROP INLET X STANDARD MEDIAN DROP INLET gVDlQlrl ROM ND BRIDE STANDARDS PRECAST ENDWALLS FOR MULTIPLE PIPE CULVERTS REFABEXDE REFERENCE ROM AND BRIDGE STANDARDS ROM AND BOOS STNDNDS 2p1 CULVERT OUTLET PROTECTION ROM AND BRINE STNDNDS 241 12" TO 42" PIPE REVISION DATE SHEET 1 E 3 SHEET 2 OF 3 REVISION DATE 12" TO 42" PIPE 241 SHEET t O I REVISION DA-E 42" - 96" CIRCULAR PIPES IQS 245 RENBXN DRTE SHEET 1 OF 1 503 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.22 104.23 VIRGINIA DEPARTMENT OF TRANSPORTATION 503 DI.1} VN(RNIA DEPARTMENT OF TRASPORTATON ]02 30J VIRGINIA DEPARTMENT OF TRANSPORTATION 41p 1 .01 MWASS/ST °` Q I:' Manifold, Scour Fabric and Chamber Assembly FOR STOM�H�h }F. ��9117 7pay§w Initial Anchoring of Chambers — Embedment Stone INSTRUCTIONS, DOWNLOAD THE (� R StormTec INSTALLATION APP 1.1 NIL" . mryarllrOralra�lryrL��//'}��"��/)I\ �Stor nal" i � Construction Guide AnLLll111111��i1/e1E/ccomt REQUIRED MATERIALS AND EQUIPMENT LIST • StormTech solid end caps and pre -cored end caps tQ! i Y y AI III, Acceptable fill materials per Table 1 • StormTech chambers • Woven and non -woven geotextiles • StormTech manifolds and fittings _ f IMPORTANT NOTES: •��' A. This installation guide provides the minimum requirements for proper installation of chambers. Non -adherence to this guide may result in damage to chambers during T-•' ,� �,,�:t�� I I J installation. Replacement of damaged chambers during or after backfilling is costly and very time consuming. It is recommended that all installers are familiar with this guide, and that the contractor inspects the chambers for distortion, damage and joint integrity as work progresses. r Install manifolds and lay out woven Scour Align the first chamber and end cap of each Continue installing chambers by overlapping chamber geotextile at Inlet rows [min. 12.5 ft (3.8 m)] at row with Inlet pipes. Contractor may choose to end corrugations. Chamber joints are labeled "Lower B. Use of a dozer to push embedment stone between the rows of chambers may cause damage to Chambers and is not an acceptable backfill method. Any chambers Initial embedment shall be spotted along the centerline of the chamber evenly No equipment shall be operated on the bed at this stage of the installation. each inlet end cap. Place a continuous piece postpone stone placement around end chambers Joint — Overlap Here" and "Build this direction — damaged by using the "dump and push" method are not covered under the StormTech standard warranty. anchoring the lower portion of the chamber. This Is best accomplished with a Excavators must be located off the bed. Dump trucks shall not dump stone (no seams, double layer) along entire length of and leave ends of rows open for easy inspection Upper Joint" Be sure that the chamber placement stone conveyor or excavator reaching along the row. directly on to the bed. Dozers or loaders are not allowed on the bed at this Isolators Roi of chambers during the backfill process. does not exceed the reach of the construction equipment used to place the stone. Maintain C. Care should be taken in the handling of chambers and end caps. Avoid dropping, prying or excessive force on chambers during removal from pallet and initial placement. time. minimum 6" (150 mm) spacing between rows. Attaching the End Caps Prefabricated End Caps Isolator Row Requirements for System Installation Backfill of Chambers — Embedment Stone jib, zRmmB i - - " I I IIPII 11I II I u'II .°.xq. I, UNEVEN BACKFILL EVEN BACKFILL PERIMETER NOT BACKFILLED PERIMETER FULLY BACKFILLED s Backfill chambers evenly. Stone column height should never differ by more Perimeter stone must be brought up evenly with chamber rows. Perimeter Lift the end of the chamber a few inches off 24" (600 mm) inlets are the maximum size that Place two continuous layers of ADS Woven fabric than 12" (300 mm) between adjacent chamber rows or between chamber must be fully back -filled, with stone extended horizontally to the excavation the ground. With the curved face of the end can fit into a SC-740/DC-780 end cap and must between the foundation stone and the isolator row Excavate bed and prepare subgrade per Place non -woven geotextile over prepared soils Place clean, crushed, angular stone foundation rows and perimeter. wall. cap facing outward, place the end cap into the be prefabricated with a 24" (600 mm) pipe stub. chambers, making sure the fabric lays fiat and extends engineer's plans. and up excavation walls. Install underdrains if 6" (150 mm) min. Compact to achieve a flat chamber's end corrugation. SC-310 chambers with a 12" (300 ram) inlet pipe the entire width of the chamber feet. Drape a strip of required. surface. must use a prefabricated end cap with a 12" (300 ADS non -woven geotextile over the row of chambers mm) pipe stub. (not required over DC-780). This is the same type of non -woven geotextile used as a separation layer Call StormTech at 888.892.2694 for technical and product information or Ash www.stormtech.com 3 around the angular stone of the StormTech system. 2 Table 1-Acceptable Fill Materials ,:07&&. Table 2 - Maximum Allowable Construction Vehicle Loads5 Baddyll -Embedment Stone & CO�r Stone Final Backfill of Chambers — Fill Material " e . Figure 1- Inspection Port Detail 1.38"(9W7min) ofstafrltizedcover matarfalsover 8rechambersisMaximum Allowable Wheel Loads Maximum Allowable Track Loads6 Maximum Allowable Roller Loads Description Designati Requirement required for hull dump hock Travel and dumping. • 'over Fill DepthChambers Max Axle ,a, Wheel,a, ) Weight Loaders [mml for Trucks for, , 1Force Locat on+ QRnaI RII: Fill Material for layer'D' Any sdVnldc mafedals, rafive sails NA Prepare par site design engineer's plans. Paved +zIWNN.mMNm°TM Duringpavfng aperstials, dump buck axle loads an l8"(450 , , ', , starts bore the top of the'C' layer to the or pereaglneers plans. Check installations may have stringent material and prepare- w ONIOD DxaRNM � INED mina of cover may be necessary. Precautions should be taken to Rol RII 36" [900] 32,000 h421 16,000 [71] 12" [3051 3420 [1641 38,000 [1691 - bottom Mflexible pavementor unpaved pans for pavementsLLgrade lion requirements. ""P"� P`° €' finished grade above. Note thatdapave- requirements. `"N`" COLPR Ill— r"vLONUGT NGFEDTOu DONT avoid nutting of fie mad base to ll, to answo toot compactlen Material Compacted 18, [457] 2350 [1131 i merit subbase may be pan at the'U layer. PAVEMEm " F'C �reoBO:w'omo" .-„��„ requirements have been m4 amllllara retold mt of 18"11 24"[610) 1850 [89J `. 1 ��"XO over 5CXE0'OprC min of cover exists over the chmbms l�lrbctSbamW for 30"[762] 151o[72J ,.,a►. i 36" 9,4 1310 I- m OONDNEre Eue . nNN mml ' HII aggregate ar wm coded 35 AASf170 M45 in oam ambers is reached. 00 rare of ate . ,00 �„ ©Ytltlal Rll. Material for layer 9 8e9 Pact (3 ) �, I slams from thetop of to embedment aggregate mixtures, <35%fines A-1,A-2-4,A-3 dal werthe chambers is reached. Compact additional I""'"'"'""^"i G`"POdO °"` sGNE°w additional guidance an allowabb a* bduring p ads dlaavbg. mWBal RII i24" [600) 32,000 [1421 16,000 [71] 12"[305] 2480 [119] 20,OW [89] -"-' stone ('8' layer) to 18" (450 min) above or processed aggregate. Most or layers in 6" (150 min) max.lif�s to a min. 95%Proctor 1 Oo,RINGw` Material Canpacled 18" [4571 1770 [8q the tap of the chamber, Note that pave- pavement subbase materials can AAS14r0 M431 density for well -graded material and 95%relative GTDRMTCHCM.GER a•„w rare .f. Ground pressure for track dozers Is the while Spending insight 24.16101 1430[681 .� mere subbase may be pan of the'C' layer. be used in lieu of this layer. 3, 357, 4, 467, 5, 56, 57, 6, den" processed aggregate materials. Roller T LJ� G EO.owG divided by total ground contectam for DM backs. Emilatevs 30" P62] 1210 [58] ,_ -- 67,68,7,78,8,89,9,10 gross vehicle weight notlo exceed 12,0001ths(53 Ixoo,Na I 36-pi 1070[51] <N. Dynamic force not to exceed 20,0001bs@91" ��aN�1,u�^^^IO will exert higher groutWpr�W�based as fOBdBdbmdtet weight Continue event' backfilling between rows Small dozers and skid loaders may be 4" o 14 N�LEA,W PDI and boom extension 24° [Soo] 32,00011421 16,000 V1] 12" pas] 2245 [107] 20,000 [891 ��rl''� B Embedment Sim: Embedment Clean, cashed, angular stone AASM M43 No compaction required. LoosaDumped 1TI4571 1625[78] Roller grass vehicle weight not to and around perimeter until embedment used to finish grading stone baCkflll in --�. _9/a�"� -' - - _ ftone surrounding chambers him the 3,357,4,467,5,56,57 ('1 4.Mfni-excavators(t 8,0=b$AM kg) can be used with at IOW 24"[s,ol 1325[63] exceed 12,000 lbs.[53q stone reaches tops of chambers. aCCOrdafxX3 with ground pressure limits in ' foundation stone to the'C' layer above. „a`; ° 12" (300 min) of stow over the chambers and are timihd by the 3W V621 1135 [54] hi Perimeter stone must extend horizontally Table 2. They must push material parallel _ 1 EG maximum round pressures in Table 2 based on a full bucket at 36" [9141 1010 [48] QFaundaaon Stone: froundation Stone Clean, crushed, angular stone, AASHr0 M43' Race and compact In 6'(150 mm)Yfts ustg No full ,. POOD,„ONFo... PE wNNEr,EO TMaouGN.N.ON.M,GER coxxEcnox DErac g SHIMP to the excavation wall for both straight or to rows only. Never push perpendicular below[he chambers min mesubgrawLip 3,357,4,467,5,56,57 23 °N°APBED�QRTNGGTOGEBGLY CEMEMEDI4'p NOi maximum boom extension. 6"[4501 32'000[142J i6'000[11 jg•' 1 048010 �] ROlegrose le egMnoto sloped sidewalls.Onyafterchambers to rows. StormTech recommends that to the mot (bilofthe Chamber crneagesvnhzvtraaycompeota "°"°E°"°°' have been backfilled to top of the contractor inspect chambers before Install non -woven geotextlle over stone. Geotextile must overlap 24" (600 mm) storage of materials such as constrtrctlon materials, egWpmen; 24" V62[610] 1060 [51] exceed 12,000 this. [53 au1 G I N E E R I N G spoils, etc. should not be located over the StormTech system. The m P621 950 [51] chamber and with a minimum 6 placing final backfill. Any chambers min. where edges meet. Compact each lift of backfill as specified in the site PLEASE NOTE: y �"p141 950 [�] f. The listed desi Nadons are for use of equipment over the StormTech system not covered in Table LAND PLANNING - PROJECT MANAGEMENT 2. (150 ram) of cover stone on top of damaged by COr1Shl1Cfi0rl Shall be design engineer's drawings. Roller travel parallel with rows. g gradations Only. The 5Yomle musfdlsdbe Wean, crushed, angular For B rmbedmalt 12'p00] 16,000171] NOTAIlOWED 12"[3051 1540174] 20,00011 chambers can small dozers be used removed and replaced. example, a specification far#4 stone would state." "dean, crushed, angular no. 4(AAS1170 NI stone 2(ex. soil mixing equipment,cranes, etc) is limited. Please contact Staff 1F(4571 1190 [57J Roller gross vehicle might nano over the chambers for backfilling 2. StormTech compaction requirements are met for 'A' location materials wheaplawdand complictedin 50(150mm) Storm Tech for more informall �[61001 1�0'00� exceed 12,000 lbs.[53q remaining cover stone. (max) lifts using two full coverages with a vibratory compactor. Allowable track loads based on vehicle travel only Excavators 36" P141 840 [401 912 E. HIGH ST. 434.227.5140 3. Where infiltration surfaces may be comprised by compaction, for Standard lnstalladons and standard design head shall not operate on chamber beds until the total backfill reaches 6" [750] 8,000 PA NOTALLOWED 12" PA 1070 [51] NOTALLOWED condtgons, a hat surface may he achieved by raking or dragging wfthwd compaction equipment. Far special triad 3feet (BW am) over fire entire W. 18°[457) 900[43] CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Inserta Tee Detail StormTech Isolator Row Detail designs, contact Storm Tech for compaction requirements. 301 V64 760138] 20 [ ] W [914 36' 914 720 ,ENO;,: ': coVERENDREIBIXAroRRowwITHAD9 Table 3- Placement Methods and Descriptions _ __ _ OHAMBERJCINB MO HET MIT NON-WOVENGEOTOmLE Figure 2 - FIII Material Locations SC740-112.4m)MINWIDESTRIP terial Wheel Load Restrictions Track Load Restrictions Roller Load Restrictions A SO810-17(1Sm)MIN WIDESTRIPMa _ ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL Placement DONMEYuwRPE AROUND CLEAN, CRUSHED, ANGULAR STONE INAB B LAYERS PAVEMENTrAYER(DESIGNED ' • ' Methods/ RestrictionsSee TelbAM&NIaxintual' F Loads ENTEwMMArvARv 7 CATCH BASIN - BY SITE DESIGN ENGINEER) .A kALT tPw xOPE ET0.1� OR I ®RmIRI A d bcernentmettsds , 1.variety p maybe cover re ram) minimum Dozers to push parallel m Roly online paralld u rows MANHOLE Material Ised.At the loads mustnotoaeer rtodump dump rompacedcove0s only until ram) L I,.,t,DMff"E,D.A,„rE,.,,T ,�R,...,,:®- ADS 'Terms and m.Conditions ced Sale" are available on the ADS o, and t CHAMBER (sr,-7aB sxown) ? ; ��� �D .I 6 e the maximum imBsinTabe2. truGS to dump ever compaced ca+er is compacted cover is PERIMETER STONE a �j ��� IwTAugmwMTlne Aumxo. WRmwreroq; 16• ,aa^rQp�xria , irl R>iI bl �7i'n�gn;�arC l%y A(I�rrU <IY �:� �,y .. .1U (2.4 m) wow.ads-pipe.cam. Advanced Drainage Systems, the ADS logo, and the glen chambers. reached' reached. (� IxsFRTATEE A r lr 0 6' r=l Yh• ,i row+ " (460 lm)MINMAX f CONNE4TION INBERTP TEE T"BE 6• (150 mm) MIN Stripe are registered trademarks of Advanced Drainage Systems, Inc. QlniBal Fill Excavate positioned off bed recommended. Asphalt can be dumped into Small LGP trade drum & sled Use dynamic face of roller I.I IIRTMIEO, OENTENm StormTech® and the Isolator" Row are registered trademarks of StormTech, Inc Material Small excavator allowed aver paver when compacted loaders allowed to grade Cover only after compacted fill Cam' ExcnvR EN WALL ` © #11010 07/19 CS chambers. Small dozer allowed. pavement subbase reaches stone with at least 6° (150 mm) depth reaches 12" (300 mm) L) 1� SOmserR OEOSYNTD ONIIB,EWOVEN (CAN BE SLOPED OR VERTICAL) i Vhial SC-7B0-90"pti0 ram) 18°450 ram above to Of stoneurmrhadcsateltimes. OVerchambers. Rollertravel pLETOVERSEDDIEREDONIFONI TEE ( I P 7 INIET)OVERe MI)EIN STONEFOR SCOUR "`" � III II sr,-ato-t6•(4a6 ram) chambers. Equipment must push parallel parallel to chamber roes onN, t...IC O. 45�83 PROTECTIONAT 81"E INIETCCNNECIICNB. _ SUMP DEPTH BY Advanced Drainage afimes. f£mIXTILEMIMTjg "C,yV.@Ep Fp"T lNAYB.I IM%BLWl1BIM MBBMfiNI11MKOF 61IE DESIGN ®2019A I ���:! ! �a Systems, Inc.nc. to rowse'C V NalIEMI!! NNBER(G CENGINEER ac.s,D avm mm) HAIMER) A ®FnBedowns No equipment allowed on bare chambers. No wheel loads allowed. No tradCed equipment is No rollers allowed. Mi WPINI—) 'DWN"N) TWOENTL9ETWEEN FOUNDATION AND CHAMBERS 'I —'I DEPTH OF STONE TO BE DETERMINED $Wile Rise positioned or stone conveyor Material must be placed allowed Offclambers Untila OfTT01 ,V�mm) 4•da0mm1 GEOTE%RE BETWEEN FOUNDATION STONE AND CHAMBERS I',-- BY3 SITE DESIGN ENGINEER posNaIBd Off brad Of On foundation a4ddettellmiBdtfe wD6"(150mm)cover ss SG7408 DG7ar-S r.5 m) MIN WIDE STRIPS I• MG95m tz NOGmmI sltmmm) SC-7408 SC-310-6"(150 mm)MIN atone to evenly fill around all Chambers Chamber bad. Stan is in place. (. SW10-d' (1.2 m) MIN WIDE STRIPE END CAP J DI -9. 23a min p NOTE: '••'•4m° +T P00in^I °•P00 NNN) 12 (300 mm)MIN — ( )MIN roateaMthe top Of chambers. PPN1FICT ERB WILL VPOI1NO E CNDRAUIIPE IMIENNB. IIBHRATEEFRR,Y.AVNIABIEFgiSONZ9. WR4'„BCX,D IPo Si- T(300-2P HMO OPE ACCESS PIPE SUBGRADE SOILS CCRTACTBroRM,ECX FORMORE INR]IANTIOH. BVI�TFa890LYI3TwRD, N•I2,Ws,OPM, C90]aRDNC,Iu:IA[4) NOTE NON -WOMEN GEOTEXIILE OVER OG)Po SC310-1T (300 mm)HOPE ACCESS PIPE 150mm 7T (300 mm)MIN ®IgndalWn NDS[amTech feStrICJ0115. Contractor raSpOnSlba fOf afY)WfIdItOnS Of 2QulfemBllS by others 2atNa to SUtgmde hearing ISOIATOR ROW CHNMBERS IS NOT REQUIRED. USE FACTORY PRE -FABRICATED END CAN ( ) MN $lane Capacity, dewatedrg a protechon Of Subgrade, SG7 SC.310-78U-61• (1295 IT 3C510-94' (B85 ram) 4 5 Call StormTech at 888.892.2694 for technical and product information or visit www.stomtech.com 6 VSMP PLAN FOR CROZET ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.30 REVISION: 2021.10.20 FILE NO. 20.005 BMP INSTALLATION & MAINTENANCE C13