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Home My WebLink AboutWPO202100043 Plan - VSMP 2022-01-12VSMP PLAN LEGEND EXISTING NEW 10 10 f 1.00' — —310- - ----310--- 311.5 311.5 TC x 311.5 TW x 311.5 BW x 0 X 0 0 578X XTC 57" rx 5781 X Bw _0_ -0- �Jt O+ m m O O 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 % O 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 85.17 Total 3.45 150 282 100.0% 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' Gap Rd , w,n tia -f n Decker's Happy Eggs O P Map provided by Google.com a1 i University Tire and Q Auto Centers- Crozet 41TE A 4 0 © 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 APPROVED by the Albemarle County Community Developpment Department Date 05/20/2022 File WP0202100043 SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JDSTEV@SHHHP-ENGEVEERING.COM U 3l3jjvlF' 3 7U.45 �� O NSF' VSMP PLAN FOR CROZET ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.30 REVISION: 2021.10.20 2022.01.12 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 \ 7 JESSICA DYHAR TOSTO & ` ROL LEONARD C. TOSTO IDS 1272 PG 101 \ IDS 792 PG 350 DB 792 PG 353 PLAT ZONE: DCD USE: OFFICE ` . SZ8 42'3911 1.97 AC \ \ 291'99' \ \ \ \ q 9sF�i "P F2T 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 L)Ip 1 1 �680� f 1 1 I 1 12�HR2� ll\\ m / \ I I \ 16WA?30 4WAL6 \ \ OWAL2 18WAI�40 1 4ASH30 )O / t 1 25 1 14 AL30 SWAL20 IOWAL25 "O� \ OWAL \ \ �0 12WAL25 / I \ \ \ rJ\ • \ WAL25 A \ \ 10WAL25 18WAL35 / �L \ 10WAL25.H610 18WAL35 \ \ V 0 \ \ 33j. 4 f ♦'r N e�° G675.14 R/AT/E �ansN3zri OUT: 67./0 � _ i4Ema? SSMH x Dwoy°655.21 14Z Q s c300 1 = N I \ D O\ ZZ o 10CM DWS b— i 2� 7 N \ o 0,'-i J l / I 30HLY 7 7 \ \ / / / / /Zdi / 18�P•IE35 / / / SSMH TMP 6Az 1 7c / / 679.38 \ / 1 /// / ✓ANAE H DINGS LC/ / PAVEMENT TO BE \ 010 / / D 3236PG 303 PLAT / SYC1 . ° m / ZZONE: ,HCCD / • D H ' OOP ` l I FFE t FMO'✓ /'/ / / / USE: �E3 TER AR 9FFICE/ ' 2 lP \ 1 \\ ) m 660.44 1 // / / / / `j/ / ZONE X m 912 E. 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U 656 76 ' ` ° °H / \° 1 01 SUBMISSION: s 3 ,4ASH°� ° s"87I I 2021.07.30 30' PRIVATE SEWER Jo. \ n� 64 7 2 y� EASEMENT RWSA SEWER `i° U /1��6 .67 p \ 50.OU6 ''N REVISION: y D.B. 3935 P. 642 EASEMENT _ \ Q� \ D.B. 63 1j j I C of 6SSM 56.12 9 a, 3 SSMH F / 2021.1i).20 658.35 2022.01.12 \ INAc rgRY 7yq c 1 C£SS/@Le /IV p/At RTS oIH g 0�22r�"W N f Zg.05 COUNTYMOFSALBEMARLE OpTCgIN DB 3830 PG 168 OB 1671 PG 603 PLAT DB 367 PG 155 PLAT ZONE: R2 RESIDENTIAL \ USE: FOREST sSSMH I s1 AD 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 w a Is \ Q/ \ �660� I � �660 \ 68 �0N \� / 1 P€P EN 6° PVC RD LAN TA I' ° 0 \ I 36.08, �s AND ,063 (2) BICYCLE Q I 5 — 65 ON 04,E /// I PARKING / \ ^� 's•• s2 I�p GRATE SPACES / I 675.14 \ ss�° yOA A oy0 OUT: 67.09 \ I \O l IIII I ~�\ 4.07 61" \ I tt.ss� 1 � `� SSMH \ N '� I / (I 18.o a— / l Oy0 6�o S70 6 444„E 655.21 oz z III I 66o N I J. _\ �18.o LA I 1 / / lP X Un = 5• 0 -Y Q/� \ I 9 0 Lu 665/ /^)CD /r'/ a — I rn \ \ o SHIMP 5 / � SSMH ENGINEERING / TMP 6A2— 1--7 / / 79.38 / / 6 LAND PLANNING - PROJECT MANAGEMENT 60 ANNF AE H DING LC / / �B 36 PG �44 // / \ �h / D 321 PG 363 PLAT / 4 �N . `o ONE: CD / „ FFE -'.°` W — / / / / USE: ETERJ�Y OFFICE APPR 4,50 SF OF�(20W ° 2 1� W 912 E. 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B 838 1 \ SSM 656 12 \ \ \ P ASE3 658.35 \ \ REVISION: 2021.10.20 \ \ SgNITgRY \ \ c J 2022.01.12 \ q C Mq w I \ TMP 56-11 CRSS1gCR /N O�D ODP�R TS O N L0% 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. 2AC \ \ 3 20.005 SITE, UTILITY & GRADING PLAN 20 0 20 40 60 Scale: " 20' C 3 USE: SINGLE FAMILY RESIDENTIAL Z 0 2.00 AC = \ SSMH Z \ 660.59 PF z m \ / m \ a W F -L4j \ I 0 1IS \ �660� f I 11 I I \ 4) TIMB WA ENCR ACHES \ o N �660 68 6" Pvc RD 0 \ I CONC. 36.08• / I 5 3 oyJ / I I co s A �5., ` 62 8 F GRATE I o 6yo \IsI/y\II1I I 1 e� 675.14 i9g' AT7 61 ' OUT: FTI67.09/ /S01 G p S70°0,4"E T NESSMH I 44 655.21 O LAz O U _665O m I / I , Qz ✓ / \ Qf�1P 1:IADS ORMTECH & I LATOR / o / ROW \ (n 8.45 o a Q v - \ �-- (24) C-740II CHAMBER 4.33' #57 fTl = I I I I \ o_ ro o d cv \ a Ii�' / NDOT STO E / \ y COVER yD g,2g• o z ) BOTTT,OM OF ONE=65 \ \ I I PORCH o I / / CFyAMBER NVERT=654.83 / v I ] 1 / YYOP OF STON 58.33 °� COORD ATES�38.066 26, -78 3624 \ I 6o I � '4 SSMH SHIMP /� ,u�I s \ �' /TMP'S6A2- 1--7 / / / �� 679.38 ENGINEERING _ 60 `•� is•• ANN;�/Bp�'AE H DINGS /LC y �Q �� Q / - DPE 0 // / / / yro 36 PG �4 / /- '? ppp h D 321 PG 363 PLAT / LAND PLANNING - PROJECT MANAGEMENT 4 , ' �Nf `� / BONE: CD / a �° FEE I I\ ((( 1 \ IJSE: wETER �Y OFFICE/ / / / / � 2 69 98�"W 660.44 T C ERE ^60°p h,,\ / / 35 A� / / / /°_ 912 E. HIGH ST. 434.227.5140 12.01' 1� EN T AN - �_�// II �,:\ I /- / / / / / / / / / / 4� CHARLOTTF_SVH.LE VA, 22902 JUSTHJ@SHAfP-INGHJEERIIdG.COM 66 Coa, D J 624.14' \ �° 6 , jI d / / / O / / / /-a 68p VC \ I # i / / / / / APPROX. - `� I LOCATION OF \ III I a J ( 24" A / / / / J CONC. PRIVAT $ \ o I I EX. FIRE CONC. BRIDGE SEWER 59 IS L sEDIMEN TRAP 0.26 AC � r HYDRANT O� LATERAL / 24" NORM WEIR / / F PLAT p �� US a l \ `.— - - s .43 SSMH \ \ \ 656.09 N' T I` DITCH 1 f 1 ---RqN / 1 TMP 56A2016 �o _ TG ENCROACHES ASS AP :. R'EMA D.B. 4024 P. 567 s`S10NAL ti� � 0.39' \ 56„ H - II .. \ N7 2 \ \ I BINHHMA�2K I I \ 8 0p 4 •55 �6611 558� II OTJT6 655.48 \ \ \ \ PERMgNENT p \ \ \\ \ \ G S18°44'3Q W VSMP PLAN FOR \ \ \ p"B. 3g82 PAGE EgSEMEN \ \ \ 1 Q� 50.00 \ SSMH 599 T CROZET ANIMAL 656.74 SSMH .76 WELLNESS CENTER 656\ S EASEMENT PRIVATE SEWER 30 RWSA SEWER I ^o . 1' -I V 7�6 \ 7°29 3� W ALBEMARLE COUNTY, VIRGINIA D.B. 3985 P. 642 EgSEMENT 50.00 \ p.e 'j � SUBMISSION: 656 HI2 �\ 83g P. 3 SSMH 2021.07.30 658.35 \ REVISION: 2021.10.20 �TgRy M 2022.01.12 TMP 56-11 00ESS/gle NN o�00 �ERTS N 210%4„W COUNTY OF ALBEMARLE D A/N \ DB 3830 PG 168 DB 1671 PG 603 PLAT DB 367 PG 155 PLAT \ I ZONE: R2 RESIDENTIAL \ USE: FOREST 5.51 AC SSMH SSMH68123 I FILE N0. I 20.005 SWM PLAN \ 20 0 20 40 60 Scale: 1 "=20' C 4 670 665 660 655 650 645 _ 0 o� N 0 O w as 0 � ORIFICE EIR PLATE F-- -------- rn EX. 36" N H DPE cNo rn rn 49.5 LF N h N 74" HDPE .'t M ----- ------ 00 a DS SC-740- STORMTECK- �z- z - �- o > Z Z Z 9+50 10+00- a a woo 10+50- a wo oxx ox M N i� STORM PROFILE Al -A2 C5 J HORIZ. SCALE: 1"=30', VERT. SCALE: 1"=10' 670 665 660 655 650 645 11 +00 675 A3 _ A4 r 670 665 660 655 650 4 675 670 665 660 655 650 6 5 10+00 645 Z 9+50 10+50 2 STORM PROFILE A3-A4 C5 HORIZ. SCALE: 1"=30', VERT. SCALE: 1"=10' Ems'© A5 675 670 665 660 655 650 645 675 670 665 660 655 650 645 10+00 9+50 10+50 3 STORM PROFILE A5 C 5 % HORIZ. SCALE: 1"=30', VERT. SCALE: 1 "=10' 0 O� �3 II IF P L -GL n HDIlt U)o SC--740 O N AMBERS o— =654.83 > zz > SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTE_SVH.I.E VA, 22902 JUSTIN@SHA1P-ENGINEERING.COM U %No.45T83' ►�f2�2z, �� V1nuAl VSMP PLAN FOR CROZET ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.30 REVISION: 2021.10.20 2022.01.12 FILE NO. STORM PROFILES 20.005 FN-OTE:: SEE SHEET C11 FOR BMP PROFILES C5 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: R.E. LEE AND SON INC. - #0407000211 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 0.66 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 42% TOTAL PHOSPHOROUS REDUCTION, AT A RATE OF 0.14 LBS/YR. SWIM QUALITY: STORMWATER QUALITY COMPLIES WITH 9VAC25-870-65 THROUGH THE USE OF THE STORMTECH BMP AND PURCHASE OF 0.19 LB/YR OF PHOSPHOROUS CREDITS TO ACHIEVE THE TOTAL PHOSPHOROUS 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: 9010W2 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 lbs. 150 tbs. Low -Maintenance Slope (Steeper than 3:ll - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop ' 20 lbs. - Crownvetch '" 20 lbs. 150 lbs. ' Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... 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. STABILIZATION 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. & 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.Excovated 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.Restobilization 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 CHMWTI'F_SVRJE VA, 22902 JUSTIN@SHAtP-ENGINEERING.COM U f No. 45TST f� 12127, 44 VlnuAl V1 VSMP PLAN FOR CROZET ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.30 REVISION: 2021.10.20 2022.01.12 FILE NO. E & S NARRATIVE 20.005 C6 REQUIREMENT OF 0.33 LB/YR SSMH 1)660.5 F SSMH 6'5 N O 2 7 A m \ n y m 2 O 1�0- i o� Z� 2 � \ \ SSMH\ \ 656.09 \ \ GWENDOLYN H. SMITH LIVING TRUST DB 4293 PG 655 DB 3982 PG 615 PLAT DB 321 PG 363 PLAT ZONE: DCD USE: SINGLE FAMILY RESIDENTIAL 2.00 AC \ is �660� 1 11 I I \ • (0 - r KD / 40�n \\ 0 S69 2j g 778,5On3f 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. \ \v' I I 36.08' Off/ 0.06 331. GRATE 4'e o / �\ eow1 1H 0 675 14 i \m l III ss' / I \ - - yo \ OUT: 67.09 I x I 1 \ I �� 5�Ta - ® oy 6�0 O'06'3,4"E pZ� oz z III I U 6.44 / 1 S N I 665 �\ ) Oyu/ 1h I 10CM �, � e.4s l o - � rn L, / oSSMH 18PINE35 /TMP 56A2 1 7 679.38 ANN AE H DINGS -LC y l �� 321 PG 4 � / / 0 PAVEMENT Tp EMOV \ / / D88 321 PG 363 PLAT / / U N h USE: ETOERWAR 0 FICE/ / / / / •/ / a_ 98�„W 1 \\ 12. , 16MAG TBR / �NE CD r \ � n \ 1 \ C0 ^ - O / I HAS 1 L� OF DI�ANCE 0.48 AC / $p • CM�BR / �o / 6 C s5s-�s � � •� APPROX. \ \ I PRIVAT � LOCATION OF = EX. 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LAND PLANNING - PROJECT MANAGEMENT 912E HIGH ST. 439 227.5140 CHARLOTTE_SVH.I.E VA, 22902 JUSTIN@SHEEP-ENGINEERING.COM U 3I31Mp' Y o l ��`1'Slnuxi ti�G ` VSMP PLAN FOR CROZET ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.30 REVISION: 2021.10.20 2022.01.12 65612 9 a »3 SSMH IF / 658.35 \ \ \ ACC� �'? INMgNHO \ c 1 IN TMP 56-11 Sl gCf I N ��COD Ts O N %J 4"W FILE NO. COUNTY OF ALBEMARLE LAIN 20.005 DB 3830 PG 168 DB 1671 PG 603 PLAT DB 367 PG 155 PLAT \ ZONE: USE: ERESIDENTIAL \ E & S PLAN PH1 SSMH 5.51 AC 681.23 I 20 0 20 40 60 Scale: 1"=20' C 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 O 3.03 CONSTRUCTION ROAD STABILIZATION CRS 2.00 AC r= \ SSMH Q 660.59 Z \ X X 3.05 SILT FENCE SF PF z3.09 TEMPORARY DIVERSION DIKE DD V [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST O] � / \ 3.18 OUTLET PROTECTION OP 3.31 TEMPORARY SEEDING TS / S6g2j \ 3.32 PERMANENT SEEDING PS 3.35 MULCH MU g / \ p 3.39 DUST CONTROL DC 2:HR20 LIMITS OF DISTURBANCE \ SEDIMENT TRAP DRAINAGE AREA IS \ --- ---- °� o I \ 3.08 CULVERT INLET PROTECTION CI / 0) / \ 12W L215 1 l o/ �sso� J 11 I I 12`CHR250 EC-2 MATTING SCC 16�AL30 \' - 3.20 ROCK CHECK DAMS CD 4WAL6 \ \ OWAL2 \.. 14ASH30 - / 8W I40 SEQUENCE OF CONSTRUCTION 14NA8WAL20 1 25 PHASE 2 f � \ 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 • \ \ [ II OWAL MAINTAINED FOR PROPER DRAINAGE AS INDICATED. 12WAL25 / / I \ C 0 3. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S \ / CONTROL MEASURES. I �� ° 10WAL25 18WAL35 4. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING WITHIN 58 LIMITS OF DISTURBANCE. / \ / 10WAL25 ON FLOW 0 5. INSTALL CURB AND GUTTER EXCEPT SEDIMENT 6. 6.BRINGAREASTOGRADE ANDSTABILIZESLOPES OUTSIDE PERIMETER OF CURB. / I _ 6$ No ss I �'5` 62 67514 L yOQ A - o 1 S ti0 � OUT: 67.09 \� III , ' ,,.ss• � ~� \ � _ \I � SSMH x III I 1 0 wj - , ' ® 2DW6 \ py 6�0 0°06'3,4"E S 655.21 o O 6.44 0 O V W SHIMP FT1 / I I ' 06 N I z I o ®� CA \ �665 w \ i oh, S C30 � / � 2 m x = I � / V o / ip 1 N I 2 W6 (/ 61 / / � / / �� $.$� �W \ \ / 2DW6 aa�J / ENGINEERING2. C0829. 0 Z , / �'J. / LAND PLANNING - PROJECTMANAGEVAENT m I I I m \ I \ - \ / / / l�/ / 1 30 I \ 30H LY I • �� \ / I I I ' . } / \ / / \X/ / 912 E. HIGH ST. 434.227.5140 \ O \ \ / //I l l / I ' N N SSMH CHARLOTTE_SVH.I.E VA, 22902 JUSTIN@SHA1P-ENGINEERING.COM / I 12.01• 5 / /TMP 6A2- 1- , / 679.38 �0 15" HDPE /ADNNAMAE H DINGS PC C 3216PG 363LAT N N ONE: N,/CD • 1 / W _ ' / / USE: ETER NARY OFFICE / APPR 4,50 SF OF W 2 1 W y 0) \ 660.4 3. 5 AV DEDI ATION 98 H \ 1 \� 4 24.14• \ � / / / $ �� i \o s \ I � d / i 3dEGs / / � j �� w 2ox1c�' ./ � PPROX. � U Li . No. 45 > � _ \ J /� /c1s j LOCATION OF e ACS EASE NT \ \ PRIVAT \ ` / MiT�oF 7�/STUB ANCE - 0. 6 AC / / a EX. FIRE 00 \ \ I I SEWER ` SEDIMENT TRAP 0.26 AC I ACC / 3DW6/ / SYC10/ / / / ��h HYDRANT ` .�sS�oNnL IF, \ ✓� 1 , , \ LATERAL *oft I / / Qrya / \ SSMH \ Pi \ ♦ �� ® \wEo\�� ) 656.09 \ S O J ` EN RAN c� / TMP 56A2-01--6 \ \ HDP / o \ I BE I 7 l T� ! TMP s6ANERS, LL VSMP PLAN FOR e s e REMA D.B. 4024 P. 567 R&H PARTNERS, LLC t ENCHMA K DBD07g2PC g15PLAT CROZET ANIMAL l SD�H e DB 367 PG 155 PLAT 661\58 DB 255 PG 175 DESC. \ \ x \ T6�48 \ \ \ ZONE: R2 RESIDENTIAL WELLNESS CENTER \\ \ \ \ USE: SINGLE 8FAMILY AC RESIDENTIAL -X Al PERM • \ PO S18`44W '3F" UP EN � 6 AP � � 1� \ 1E 50.00 \ x� 3gg2 PAGE CASE MEN \ \ ALBEMARLE COUNTY VIRGINIA \ SSMH Sgs - T- SUBMISSION: 656.74 SSMH \ 14WAL35 \ p� 656.76 ` °" _ ) °Nc 2021.07.30 \ \ - H3 H O/ ° U S �1HI I REVISION: \ 30' PRIVATE SEWER r�� 64.7 2021.10.20 30' EASEMENT RWSA SEW I U y6 .6 7`29 3t W D.B. 3985 P. 642 ER EASEMENT 50.00 2022.01.12 \ 656.12 oe sag P I>3 SSMH 658.35 \ CI TgRY q \ \ c I M Lo \ CESSI&L 6-11 �N OBE �N DER so I 0 ° 4 ' W FILE N0. COUNTY MOFSALBEMARLE F�OODPCq N� 20.005 DB 3830 PG 168 DB 1671 PG 603 PLAT DB 367 PG 155 PLAT \ ZONE: ERESIDENTIAL \ E & S PLAN PH2 USE: : FOREST 5.51 AC SSMH681.23 I 20 0 20 40 60 �J�8 Scale: 1 "=20' 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 \ \ \ [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST / \ 3.18 OUTLET PROTECTION OP \ � 3.31 TEMPORARY SEEDING TS S6921" \ \ 3.32 PERMANENT SEEDING PS 43 E \ 3.35 MULCH MU g p 3.39 DUST CONTROL DC 2CHR20 �u � � • � � LIMITS OF DISTURBANCE \ SEDIMENT TRAP DRAINAGE AREA IS \ --- ---- o I 3.08 CULVERT INLET PROTECTION CI Q C>) � � 12W L2 Q m �'-660� 1 I 2�HR2S TIME EC-2 MATTING J I WA SCC I55�AL30 ENCR ACHES - 3.20 ROCK CHECK DAMS CD 4WAL6 / \ \ 1 FF� Ow 14ASH30 18W 40 I II I I O / `� \ SEQUENCE OF CONSTRUCTION 1 25 PHASE 3 14gAALL30 \ \ 8WAL20 10WAL25 1. INSTALL STORMTECH BMP AND STORM STRUCTURES. 2. AS STORM STRUCTURES ARE CONSTRUCTED, INSTALL INLET PROTECTION AND OUTLET PROTECTION. • \ \ \� [ I OWAL 3. REMOVE SEDIMENT TRAP AND INSTALL REMAINING CURB AND SURFACE ASPHALT. 12WAL25 / l I \ \ Y \ C A • T4. EMPORARY IN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED AND AREA HAS ACHIEVED / I 25 0 10WAL25 18WAL35 5. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDIN 60 6A - AS SHOW ON SHEET C9. 10WAL25 \ P E 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION / / 6" PVC RD \ LA TA 0 18WAL35 OF ALL SLOPES AND GRASSED AREAS. 7. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM INLETS. ICONC. 3 (2) 5 - 65 NU O/� S%O 06 N8. SPEOCTON SAND APPROVAL ITE HAS EBEFOREIRIEMOVOAL OFF PERIMETER CONTROLS. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR (2) PARKING CO '6Q' 1 E \ I N N SPACES PAD S 62 P \ // GGG Syp° yoA A a s 3 Oy, I 1 III 11.99' / SATE } ' I ~ v 4.0% 61 3 v \ SSMH I x o \ srE PNc ,a.o / ' zDW6 \ p 6�0 0°06'3,4"E S 655.21 N o z /III I z 660 o JsTbNE ��a.o W % 6.44 m I N / IQN S C30Ox = /lI it a N �o I 5. 0 ¢ �, , 9. 0665 \ 2 W6p'y(7 6,�0 • SHIMP y� m ➢ I / Qz ti J . �¢ \ a P 1: TADS �TbRMTECH & L TOROW i-A \ m =DO o 8. a5 0 o Q > . _p . o � (24) J-740I C�6y@ER 4.y ' #57 / i... °`�\% / ENGINEERING 2. /y �� D I I I I COVER �8.29' Z , a N< \ N [ / BOTTTOM F TONE=6> _ D .. LAND PLANNING -PROJECT MANAGEMENT \ \ I POR� U �� - \ / CFjP,MBE ERT=654.83 1 30 / 4v I I I m Z P \ 30HLY I /// / TTTTOP OF STON 58.33 / • / COORD,YNATES�8.066 26, -78 3624 r / /\/u/ 912E.wGHST. 434.227.5140 \ O \ / / // ` I CONCH -� N m 60 wl \ •L � / �/ / / O -4- SSMH CHAMTTE_SVM VA 22902 JUSTHJ@SIMV-ENGHJEEMG.COM \ / 679.38 �/ I I a ,u \ 5 / / /TMP 56A2- 1--7 / 60 I \ 7g HOP ANN,°{,�''AE H DING LLC �� 2e / 1 , 4 E / / / y�3 36 PG o4 / h / D 321 PG 363 PLAT �SYC15 O (e/ \ 1 N r�o`O ONE: /D`CD • - O� FFE I 1 4 w USE: E3ER NARC OFFICE/ APPR .DEDIOATION OF2 W 98$,�W - lP 1 \\ \ I 660.44 C ERE �/1��60, "{y� / \ \ I 12.OY EN AN - G f'' A I';',K I N (\' e 0 sb SIGN C�E O I / / / / // / a 24., \ '° 6 �. %' •F>, J / 2DW6 0 / 0� V ,'Y e / 1 3DW6 / . S / w zox, • o APPROX. Li .N0.45 CONC. PRVAT \ a <,. 15R ,� '� 24 q E ACS EASEI)fi�NT 6S'i'C15 J LOCATION OF I I s R / / = EX. FIRE ,e \ \ 1 BRIDGE LATEVRAL / SEDIMEN 59RAP 0.26 AC L 8 I / / 3DW6 / / Oh HYDRANT `S�oNAL ti G SYC1 S C� CONC. 1 / � �Q 20 00 2. %4„ NORM A LAI� / / / �3 .. NO BACK CUR �J S \ \ 1 AT DITCH SSMH\ \ S8 656.09 \ BUILDING PI Sy DITCH 1 Q I / / / o TMP 56A2-01--6 TMP 56A2-01--6 VSMIJ PLAN FOR ENCROACHES 15ASS AP (� 8 p / \ I 1 I / / m R&H PARTNERS, LLC __ _ /I D.B. 4024 P. 567 DB 4024 PG 567 \ 0.39' 78 \ _ 0 O FO DB 4079 PC 391 PLAT DB 367 PG 155 PLAT CROZET ANIMAL DB 255 PC 175 R2 D ZRESIDENTIAL WELLNESS CENTER USE: SINGLEFAMILYRESIDENTIAL UP Al PERM ENT p 6 AP \ \ PO E w S18°44'3�"W \ \ D. gGE 3g82 pEgsEMEN j ALBEMARLE COUNTY VIRGINIA \ SSMH \ 599 - T- - \ �\\ \� 1 a2 50 00 656.74 SSMH \ 14WAL35 \ \0v 1� J SUBMISSION: 656.76 ` OH �� \ V.He 2021.07.30 H3 H O/ O U I I I N REVISION: 30' PRIVATE SEWER 30' Rwsq S r�� ' I / 2021.10.20 U \ 7°29'315"W D.B. 3985 P. 642 EWER EgsEMENT (o 50.00 2022.01.12 \ 656.12 p6 8,39 p »s SSMH 658.35 \ ll�/4 /7-ARY Mq \ \ c 1 \ CESS/& E �N 0�E IN DER o I 0' 4 ' W FEE N0. COUNTYMOFSALBEMARLE FOODPCq N� 20.005 DB 3830 PG 168 DB 1671 PG 603 PLAT DB 367 PG 155 PLAT \ ZONE: RESIDENTIAL \ E & IS PLAN PH3 USEE:: FOREST 5.51 AC SSMH681.23 I 20 0 20 40 60 C NJ %� Scale: 1 "=20' TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates 54ecie albs./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-florum) May I - Aug 31 German Millet 50 (Setaria italica) Source: Va. DSWC 1 )TEMPORARY SEEDING (TS C 1 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 C1 o 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. 6'MAX. FLOW] r 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- 67 CU. YD./ACRE ^' WET STORAGE 7EL=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 AC.) _ / DIVERSION 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 VIEW ARNAO-Ir6ftilli 0.4-SPR It SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMII(ENDED FOR ENTIRE PERBIRTER 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. S. d = 1.5 TMS THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC 7 ) OUTLET PROTECTION (OP C1 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 ceastructioa entrance for erosion control pleas ENGINEERING 2. Resin in Water 4:1 Fine Spray 300 PROTECTION Acrylic Emulsion STONE 70' MIN. �' CONSTRUCTION LAND PLANNING - PROJECT MANAGEMENT (Non -Traffic) 7' 1 Coarse Spray 450 2 X 4' WOOD FRAME DROP INLET A LESS a" SM-2A ASPHALT TOP WITH GRATE COURSE EXISTING Acrylic Emulsion 2z . __ z11 PAVEMENr (Traffic) 3.5_ I Coarse Spray 350 PROFILE 912 E. HIGH ST. 939.227.5190 1.5' MAX FRAME s' MIN. 2IA AGGREGATE BASE CHARIATTF_SVH.LE VA 22902 JUSTHJ@SHIMP-INGHJEERING.COM 4 DUST CONTROL DC _-~ Cl0 Not To Seale - _ STONE 70' MIN. J ACCLESWASHRACK UCTION ^ ASPHALT PAVED _ _ V 3 MIN. IF-0 EXISTING 2% 2% PAVEMENT ( 1 Zy; 12' MIN.• GATHER -f CULVERT INLET EXCESS �� AT CORNERS PROTECTION �\ OF IN EXTEND FULL ES5 L� `TRAP➢IN DRAINAGE OF INGRESS AND EGRESS TO SEDIMENT OPERATION TRAPPING DEVICE U S > EN DWALL PLAN Li No. 45 . PERSPECTIVE VIEWS �12 MIN. POSITIVE ORHNACt ROCK CHECK DAM STAKE T��'GEDEVICE -<, slONAL ti 1pa FILTER CLGTH2 ACRES OR LESS OF DRAINAGE AREA: FABRIC SECTION A -TOE OF FILL CULVERTAntilhmuuwater-tap of 1 hrch most he hlstaOeA WiH, a uwtionnn 1 inchballcodc I I sln,toffr �ih7ciq)1,4iiAgawashhosenitlladiaueta' of 1.5 inches for adequate 6„o .. 1' MIN. aptroved seffbig area to remove sedwrent. AO serlhnent shall be prevented HomI VSMP PLAN FOR III"4�euke,hisstory dfaius, cOtchey or Tvalecoures FILTER CLOTH OPTIONAL) PAVED WASH RACK NO SCALE CROZET ANIMAL (DOWNSTREAM VIEW) ELEVATION OF STAKE AND WELLNESS CENTER FABRIC ORIENTATION DETAIL A VDOT OARSEI AGGREGATE ° 12 AVED CONSTRUCTION ENTRANCE (PCE) TOE OF FILL C1 0 Not To Scale FLOW ?z 3' ° SPECIFIC APPLICATION ALBEMARLE COUNTY, VIRGINIA _._.. _..__ ° ° DISTANCE IS 6' MINIMUM IF FLOW THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE SUBMISSION: IS TOWARD EMBANKMENT INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER 2021.07.30 2-10 ACRES OF DRAINAGE AREA: THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT 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" * 2022.01.12 B' 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) C1 Q Not To Scale VDOT //1 � COARSE AGGREGATE ^ I FLOW 10% SETTLEMENT � y FLOW 27 S, 2'50.3' FREE BOARD FILE NO. 15 20.005 }} DE91GN FIRM DEPTH r� CLASS I RIPRAP VDOT p3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS RIPRAP - E & ISControl Details TO REPLACE SILT FENCE IN " HORSESHOE " WHEN �7 �r �7 SOURCE: VA. DSWC PLATE. 3.20-1 HIGH VELOCITY OF FLOW IS EXPECTED TYPICAL V EE SHAPED DIVERSION a ROCK CHECK DAM 9 ) 11 TEMPORARY DIVERSION DV C1 Q Not To Scale C1 C Not To Scale C1 Q N0t To Scale 0 -ATE PPING DNES /ERE :]AN ( J a59 59 00 /y�o 4 _ q- J U 4 WE a � Lij CD 4 4 i f co Q Q q � 4 � ~ I J Q 60 30 6 ° 6010 I 03 Q 4 1 Big 4$ \ o. \ J 60 5 6 b. 0 25 4� J q � 6 J I Of a J 4 q I 0 24), AE RIS R 0.26 AC 2 L 8 N 4 STORM WEIR A2 LAT 0 15— HOE O EVA ;�. BENCHI\ MIN SDMH 661.58 o _ OUT: • WA 1 TORMTECH BMP #1 C11 SCAM:I"=10' CA2) CA3) 670 670 665 665 660 660 655 is" Hr)PF 655 650 650 645 10+00 10+50 11 +00 5 W = (60" MH-1) J N O O 1-YR WSE=656.08 a s � 0 10-YR WSE=658.20 100-YR WSE=658.45 � W H / E%. GRADE / PROP. GRADE NONWOVEN FILTER FABRIC TOP STONE AROUND ISOLATOR ROW —��ese�zo �o-rx wse-sse.as _ •`�-658.33 f (24) ADS SC-740 STORM TECH ��-Ya wse =sss.os 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 654.85f 2STORMTECH BMP #1 PROFILE 24" HDPE FROM- BMP #1 INV. IN 654.83 MH-1 FRAME & COVER PRECAST 4" CONCRETE WEIR TOP=656.83 STIR. A2 BASE INV=654.83 (60" MANHOLE) 24" HDPE TO MH-1 STIR. Al INV. OUT 654.83 mm, 3 ANHOLE A2 DETAIL C11 PRECAST 4" STANDARD VDOT MH COVER STAIR WEIR `' 3" ORIFICE W/ DEBRIS MANHOLE DETAIL (TYP C11 TOP OF BASE CONCRETE WEIR TOP=656.83 PROVIDE REINFORCED WATERTIGHT 5.0000 CONNECTION TO STIR. 3" ORIFICE W/ DEBRIS CAGE 2.0000BOTTOM @ INV. 654.83 MH INV=654.83 WEIR A2 DETAIL cil SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTE_SVH.I.E VA, 22902 JUSTIN@SHEEP-ENGINEERING.COM U (No. 45T83' Slnu�i ti�G�` VSMP PLAN FOR CROZET ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.30 REVISION: 2021.10.20 2022.01.12 FILE NO. BMP Details 20.005 a , PAY LINE ES-2 BL 1 BB B,WS • r C-C TW. 05 B/IIS CD-1 1 Ew-n 2016 ROAD & BRIDGE STANDARDS • r C-C TYP. TOP OF CUT ITYIACKI I LE N E PPE O E ;..; .: •.: •; .N. W] CUTLEEPPE 10 '- - r dAMETEP �"� pMErzP ,� • .•. rPAYE CH U EELBOWWIN "• 400WIOMEIG.IIIR, MPflOx.2yN1 A9�ERR CONNECTOR SLOPE . I I I I I I I I I .r I ILL �(NME � T W �� SECTION J I " 1 1. COST OF [S BERAG( YETRU ANTE MD OFHR6 9N/PE TO ELEVATIW SIDE I' I I I I I • T T COMBINATION UNDERDRNN CD-1 AT LOWER END OF CUTS " z '�'" RAaf XOLDER TO BE (NCUEED N TIC BD FIGURE /p� IpIRRST .a - Ri "NEC LUG I A ��__ A S B CENTER LINE SECTION TR"VSL EASES �• , /:"xr/.• eoLT °M X� 2. �i�,g0•eR6 RN:NTHE YYnv ME rygRKATFA FROM WELDED / / 0 i •: I TI Jr OINEIFW 1 •i: A^ l- / RI-E-TMST ET BE OILCQPµ� s OF DORIS (WIN TrR , ELfcr 4ATENIK) _ __4_ - _ :� _ _ ' ••. DF PPE jl-jl- + pMETEP BMB OR THCN FRO DENSITY TE I ALTERNATE CONNECTION ____ • I I TRENCH PLACEMENT F n PL"A" /Y. \ J, DESIGN AS A TO BEN Y T E SXDWN OR I I T T fAOF PAVEMENT EARS T \ PBEGNUWIM IS R DESIGN OCAI ON OF E DEBRIS RACK HOMIER W1lFl PJ•E TO SLOW RU APPROVED BY THE ENDWEDt. f PAVEMENT 512WME \BASE �'% MAY BE ADJUSTED FOR VARMU CdDITI NN& TYPICAL CROSS-SECTION _ A / TORE °f fu °D°LUTBoT-.--Tx s rroEe''� I I I I I I I TZ I TTT TOE PLATE ° e SIDE VIEW OF BOLT WELDED FRONT VIEW KATEREgXED"�/ ND WELDED TO M RATE. j� SORT ECTION NFORCED e- - ---o. e.e.-SFSFCT WTpIK TYPEIORW i :. • 2 '.: EDGE DIM�IS o- .ee O e 437 ANxXEarz. «B IccRECArz OR LRUSIEO A/ (TYRO) W TO METAL DETAIL FOR DEBRIS RACK HOLDER OEEPoB RAL1( MOLDER No ALL XIADWME 5 ' 'o ' SIDE VIEW ro E oALnNLfq SHEET TE4afNE50 .•.,. ' '• - -:::: GLASS YF14D 46 GRMATICW REONEIEMIS, A B N E W ._^,I PLAN VIEW O� /�/� aMETEA sTFL ALINMN ,- TGL. MM. i•' TOL. R - TW. Y TW, ° PLAN WNlSRVC1TIFaD vvA PLAN I.�i ¢DTEzrILE DRMxAF FMIGc (PLACEMENT OF CO-1 COMBINATION UNDERORNN) tl" N4' .O6r S. 2r 2 " 24` 9 (K TO MAN TO ENVIER MS. n•' .oa4- T Za• 4- SECTION A -A " 4 r06'-°60" a^ 3r " zr OR 24^ .osr 4r 1 • r PAYEIErNT SLIEAGE 4 BASE ❑ ❑ OO ❑ O ❑ 1PNIITON E�WEEN PLAN 2 './ •. 4^ .ors" , •• sr 4• ;Ati •. . • ... . , ' . '. r SLBBA4 OR CEMENT ST/Ef1ED IIBBAE ❑ 0 0 0 0 0 ❑ RPE aNnERs WIEM METHOD OF TREATMENT IN DROP INLETS Se" .oe." .ors- w 6D• T - 36" e e e e e e pFFETd7N'I 92E5 °F 4Y' UNSC' •' 1g" 6r 81" ' _ CEMENT MARLINE TYPEL E SUBTNE 0000000 PIPES NE ENCOURERED. �� M" .064" .DS" '• )Y• 4• LASS N CONCRETE CLASS N CONpETE •: o a o e o 0 0 0 �-- _ (cEIDINr W LINE srAWuaDI 0000000 B4" D " !8"•:::. er' %" IM6] AGGIECArz, «IM AGGgECArz OP CRUI[D TOP VIEW 0000000 SECTION A -A °%T� GLASS MEEr4w «a I`AMA.IICN REGUEI40R5. GENERAL NOTES ° TOP To F HINGED To ALLow 0000000 SECTION B-B iIBBG MCE55 TO WATER QUALITY ORIFICE MTE4 ❑O❑O❑❑❑ 1. IM£33 SPEC%CMLY FOILATEO♦ �CC1aHATpN dEERRIM WILL ACT WE 15EE H]LOEft RETAIL MOVE) SNNPNO OF MNI«Idf AID Xl£T COVERTS N MCOIDAVCE WI]N NOTES: ,. THE STANDARD SAFETY SLN (E-1l IS TO F USED ONLY WHEN SPLCFFD N THE PLANE LOCATED AT T6 POUT WREN OVAL SU.DBAF A2D SUDCRME NE SLAEIIED. ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION FOR MANHOLES TOP TO F HNFD TO ALLOW NINE O(AWNG R TO APPLY TO THE STROCTNR SRCFEO jj \ ROPE TO WMI - - 1. TOE RARE TO F POUCHED TO HATCH HYPES N IIRT I.P. ]]AA" GKVN2ED BOUTS t0 F JUMTIW BOXES AND DROP VLETS WIN HEIGHTS GREATER THAN 12 FfEi TE SPMTIG OF 2. lAEllfAl SMALL F, I m WITH IDpEOATE ND THIOUOILY HARD TNPfD TO 0r♦' ACCESS TO WATER REALITY OH PLAINS OR WMERE AVERT a PPE 5 MOVE AVER! Of 1 TO NVFAT Of - - i - - - RLBMYED. LEND H 6 TOE RATE 6 W NY' FOR ,2" TO 3D" gMETEA PPE AAO W - 22" MJMDNT SME�Y SUMS SHALL E B'TO 12' WITH M SFETY SLAB I TH W PAC B FEET ' 'L CdPM ES' ORIFCE l5EE MTE 31 911NCRBE. dRLET HYPE FOR ]g" TO 60" pwETFR PPE. OF THE TOP W BOTTOM OF THE STRUCTU(E 5/FETY SLABS STALL NOT BE LOCATED FLOW 00 ❑ ❑ ❑ ❑ YMWIOIE OR DROP N_ET 5 TO E FUMED AND CONSIfluC1ID V / / MY MEET PIPE OF 3a' DIAMETER OR GREATER. NON -PERFORATED OUTLET PIPE J. OUTLET A��®ON pWWA PMEN d. TO MTSAHO�IXD!'P LANE ] i]p W % NOT GALVMDIX RE° I]I, ❑I]I]000❑ 2. SHIRT EClgx 12" TO Ja' gAMETER PPE TO F WALL N ONE PIECE. N ACCORDANCE WITH IPPLILALAL SiOYDApp OR SPECIAL DRAWING- n 2. THE LOST E THE SL-1 5 N0.1AE0 N M LOST OF Nf STRULIURE. SEE CAST N RACE DRAWINGS SMALL OF LAME. SEE NOTE 2 TIE NVERL $MN'NO AS OETNLFD MEADOW IS TO CONSIST OF A / // V ].gORT SECTION FOR M" TO 54" DIAMETER PIPE MAY E MADE FROM TWO SHEETS JMEp BY FOR FURTHER DETAILS - 00� 000 ❑ PgILMD IZKIIT CUKIETE Y[ COfgRWG i0 C1A55 AJ OR / :+•...- CPIIIWD STRDDN f. OX CYRB ND Wt}FR ELTNSIS WHERE R 6 4P059BLE TO Ot]ERW15E PROVDE 4 C1A55 CI IXU4+T THAT 25% OF CLAIM MUIEGATE YAY E +.;::r.^,^ •• � RIVETING OR B0.}NG W CEXICR ENE. 60" MAY E COxsTRUCTCD N J FECES. J. ACCESS OPENINGS NE TO E STAGGERED FROM ONE SIDE OF STRULTUflE TO THE FOR UP TO INN DIAMETER AND CONSIST OF STIONE.8MKEN BMCK, / ..'..: ":':: `.: ^ - I- -- -- I OTHER WERE MPIJCIBLE. STEPS ME TO E STAGGERED MCgipN0.T. 45 BIB B r C{ TYP. TYPE a PPE W.T. A" N94 dMETER kM.T, r NOL dMETEP RIFTS OP lWDERORIM,l1ET' ARE TO E LOCATED N AS TO DRAW TRIO OIUP _ 000 2 " BWNE OR BRdld COHCRETf UN BROIEIR CpDFiTf FOdt. TIE SUPFMC I I ~" '9'+ ---- 4. CONIECTgR ECipH CORNER RATC AND LORE PLATE TO E SALE SHEET THCNHE55 AS SKIRT, ri 9IIML E LEFT 9YOON BY MEIAS OF NND TROwFLUNG. IWME 1 ��///��, :.�i.:`":7 `.1 4. SAFETY SLAB ARMY E CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE IgOTN NAIL WC 1W 0.1aJ DODO 5 pANOLES OF TIE COME A LATE SxNl IpII.1 E%P0E0, • . S. END -SECTION ND FITTINGS ARE TO E STEEL FOR USE WITH STEEL PPE. 0.A53 N (RICO PSII. PIIECAST CONCRETE IS TO BEM ({WO PIA. RENFORCIM 3. ON SIWpELEVATC-0 SECnO TRENp1 6 TO E UNER ENTIRE PAVEMENT NEA NA%. TOE STEEL TO E IN ACCORDANCE WITH ARMTO M31. .� : �. :. .� +; �." . 51,ODN WALL K To M; kM% 70 19 k 9A WIN WTIET PPE ION LOW SDE PLY. OOOOO aE NOTE PI DETNS OF AVERT SHIPIIp N �qWN HEREW ME FOR EKMPLE - RATE 6. END -SECTION AID FITTINGS ICE TO F KUMMEM ALLOY FOR USE WIN KINBNIN ALLOY PPE. L INVERT EUFVATDM AT OUTLET ETD OF TIER PPE TO E A MINIMUM Df r-a' ABOVE 1111110130 PUP0% ONLY EACH IIII410LC M d]OP EB.ET 6 TO E SHIRRED - • • • • • 5. ACCESS OPENNGS MY F 30" DIAMETER OR SP' SWME. WHEN STRUCTWE WIDTH IS IMARY ELEVATNW OF ECOVNG ON OIW OR STRUCTURE MIVWMLY TO EST IT TIE PMTLNA.M IYET MD WTI.EI (IDLES W L" taNTEA-MIA% )-DTIER TE 5TEEL OR ILLLIINN END-ECTNN STALED YAY E UED FOR PLASTIC PIPE slll ` LESS THAN 30" TIE ACCESS MENNG SHALL E RECTANGULAR (STRUCTURE WDTH BY T-P' NH CONFIGURATION AND ROW L4l9 • • WHERE N ST'p. PC-1 E M APPROVED TO RASTK END -RECTOR MAY E ESID. Sa' LONG). T. ALL CONIECSAME ELBOW$. STR, ETC.1 WRING PM EMT$ FEW ORLET PPE NE TO I - 1'-°y • YX. SECTION B-B k WALL lIBp0E.4 IYNI - NKKN F K IRE SAME CRU9W,G STRENGTH AS M WILE: PPE r- I FRONT VIEW B. PIE,E FUMED ENO -SECTION NE TO F VEO WIN RAM. CWIFD NO PAVED META HIGH NSRY POLYETHYLENE NkkTE51[0 ACCORDING t0 ASTM D-2412 AT BY C6LECTY%1. SA)E VIEW PLAN FIRE. Eno SECTIONS DO MT NEED TO E COATED OR PAVED. TYPICAL PRECAST UNIT 0. W1l.ET F1S TO F ECURFLY cOMEC1ID TO EW-120R OTTER ORMIIAGE METAL ELEVATION DETAIL FOR DEBRIS RACK METHOD OF TREATMENT IN MANHOLES STRUCTURE' (FOR WATER REALTY ORFKE) sPEa DAnW VD[7F SPECIFICATION $REFERENCE" vo❑r SPECIFICATION `voor 9REFERENCE REFERENDE ST ORM WATER MANAGEMENT (SWAN) DETAILS "DOT STANDARD METHOD OF SHAPING REFERENCE REFERENCE FLARED END SECTION �VRME S TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFEREHZ Reno MD ewcE STANDARDS STANDARD COMBINATION UNDERDRAIN REFERENCE DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE ROAR "D I°E 3T"OMD$ ROM° AND Y STANDARDS ROAD AND BRWE STANDARDS ROM ND LiIOCE STANDARDS 232 REACH DATE MEET 2 OF 5 MANHOLE & INLET INVERTS 12" - 60" CORRUGATED PIPE CULVERTS MANHOLES AND JUNCTION BOXES I42r 1 a , REvmoN �A E (AT LOWER END OF CUTSI SD2 (FOR SWM DRAINAGE STRUCTURES, SWM RISER PIPES AMD SWM DAMS) 91[ET I OF 1 REVISION DATE J02 302 REVISION DATE SHEET , OF SHEET 1 OF 1 REVISION ONCE 501 ]112 VRONA OFPMIMEM OF TRANSPORTATION 114.06 Dg,pW VNGBEA D[PMT1EIlT Di TgNIgPg1TATEN VNd18A DEPARTMENT E TRANSPORTATION :p2.E. %,g.% mmm DEPARTMENT OF TRANSPORTATION qa.W VIMRONA IXPMiMENT a TRMSTOti"TON T01 2016 ROAD &BRIDGE STANDARDS p 01-3A ]B. ]L FOR OETALS OF EXPANSION KEYED art r IPFAYTIE° FOR ENT " x BARS OTToRERyEoH �{a{6 COTS OF PAY FOR S / V, SEE STANDARD IC12.E1 l m n01NT CONS BAR G G :TER PAVEMENTEBBABE TOP t>< CUT CUE W11LT PPE , g%PMpEp STEEL E%PARSON JOINT J'-10" FRME &COVER B"CK OF SIDEWALK JOINT G TER D ^I MESAS IFLATTEHEDI BARS C p•� ]•' E NOTE 1 I IJ BEVEL SLOT DETAIL e SHAPE TOE - N IIId.J`N1IT--4` � 2 BARS C 6.„' W ' BM C_ I I suBB SE FLL GONEUTIdI UMLiMNI 1 TIME Of F1L a FUN REYOVKI i E -Ti : I « ____ a-r Iy ATM -------- T O r MS F I BARS B z z 1 BARS F C LOTH E I (TWKIL)�- P EDG[ Y c I 1 1 f WEEP HOLE. _ _`_ • - _ r _ i�_ - � _ a _ _ - _ - _ - . _ - _ _ A 1. AI _ a b q ' SEE NOTE 8 COMBINATION UNDERDRNN CD-2 ON FILLS R M.�•o• TTuva EMEB , NvprR �B" I „An a •' I CENTER LINE SECTION _1_-6-- ' 1'------�-- _ - -- ------ L " ..�:. , ........ ('XITx TYPE ,sFILCR wTDEIU I yl- �I - - 1' ] EDE OF PAYLrOIT Di T-0" 2'b" STEPS.'SE o II II BAR F BAB A / NOTE 5 SNOUIDEH LK - Ms ° FACE of cuftaJ _ TRENCH PLACEMENT _ L I I ," , ISOMETRIC 8•• a 312W.(R \BASE '=1 iaE a Fu NOTES: I. 'R. MAY E EDIAED IIxTL ,X, REIOE'a A Yr4YN OF 4" MERE 6'YN. PLAN I a• -F � LR % CONTROL JgNi GUTTER TER CRACK CONTROL JOINT 2. 2 ° SECTION A -A / FNDWML COULD PROTRUDE MOVE SIDLLOLR ICE. a. REVEL EDF D REOMRED W M IEMWNL AT M MEET D,O U' THE WM. e o e o o e o eW�PAV� IDEATE WL r rql N NO CARE SNAIL TOP OF DOWKL PROJECT IBOK F)ll SLOPE. gILVLIT IYIHERE M FLOW ENTERS M WLVERT], L A 10 MARE' KEYED COAST. ,PINT-000-o�o-o-c-o -ev De--SElLCT 4ATERIK TYRE IgIl dra sLGPE,a $lldllDEA. M•. % g= Wy.f I-vM1MLE - YM. Io• r - -e- - - - - - PLAN! VIEW SHOWING PLACEMENT OF r. HEADWALL AT TK WTIET ETD Q M CULVERT MAY E dT1EF NUNS WH STET �I KUMUMIY OR STEEL � 2'-10" WARPED ...... CD-2 UNDERDRNN 1. TIS IIFM MAY E PRECAST OR [AST N RARE EDGE OR EY'f1 EDGE. PLAN OB NCH MN. RIYIETS OR BOLTS F 2'-O" 8' 2'-6" 8" }•_p.. 2.� GUTTER _ ]. NL LAST N RARE CONCRETE t0 E CLASS N. FdR PRECAST SfE B.ON SHALLOW FALLS Fc EN EMI ME IONS LESS EIOW SNd)IDER ALUM4AN PLATE ( 404PRATKBLf WITH POST -� I�B BARS A GUTTER N 0.ASS IELTNOD«8 ORMATpIN IEgI0ENR5. $IFFY AN.oz LATOFTPE °FROND ENDWNl SHALL F CONSTRUCTED PARALLEL To ,. p. s E�OiE](RE NON -PERFORATED OUTLET PIPE __ eN "� ,. RIMS STMDMro TO E USED WITH STRAIGHT LN059HG4 No ILL - q fIMUC SKEDISM^TO 45•). 2. Ve' CHAFER MAY E PROVIEU W NL EDGE^ AT YAYWMTWER'S OPTION. M.. U-TYPE ROLLED I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ^' .•-:.i" OR TYRE E RAL Otl)91Np SIRENGM S HEADWALL TO F BEVELED N N1 N1EA4 E%CFPT AEAE A WIiLICT H AT I.33 CBS./FT. OR _} IIITH NVEM W W4X,l]KR OCCUR dANETER AL0-TS ALLOY 3-c'. B 5 C BARS F BARS F _ 0 W.T. ^ NW.dMEIFA kW.T."MR EW-1 EW-Y { CBS. `REEL MST � 1 WWEEPKHOLER � � 9• B�AR55 B SYDOTM WALL PVC .D] 0.Y3 Y.. 0-PAvdENR SURFACE \ SA4 9DON MALL PE Tom kkk M PI kNk ENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE UNDERDRNN OUTLET _ _ e o o e o 0 0 o weaAE OR COOT STM%Dm IDa•� y f" I BPRS F k WALL TNICXI65 MII - 41CIE5 " E-� (GUTTER TENONED) 5xI/i' SENT PLATE - SECTION - '6�e�n ...... R-o� � -' �"- t'=LEFT WTpNL TYPEI p1 SIDd1AE FRONT ELEVATION s- r-B' fCE4FM OR LNE SR"ILIMID1 kNk TESTED ACWDNO 10 ASTM 0-UM M bi DEFLECTION. p4METEA Qi PPE C0.VEAT SIS a ELLIPRDAL PPE CULVERT (SOAN K RISE) � MARKER DECAL 8„ �� .... \ B B e e e L5T Ao1XEGA . Ya N:QEGArz OR CRESNPD 12• S• D" 21" OR 2," T OR " OR 31123•'NY WxIW' 3YA12" 311I 4P•K27•• 45"K2r 49•x!Y' 53134• '� • • • • 0./JS IQTBq Y8 GRADATION REOUWFD[M5. SECTION A -A NOTES: .'�.'.-':' �•- E ' A 17 " a -a" a-D^ a-1r r-r r-0^ A a-0" a-r I a-r a-r T-0" r-r Tv GENERAL NOTES 1, TYPICAL ENDWKU TO TI PLANED T R ENDS °i NL LADES. EN OUTLETS. E INS: LOCATNM TYPE A NOSE DECAL SHALL BE USED WITH CG-3 L CC-) STANDARDS. - L2%"x2%i"xI/,' T-Y Tb" T-9" 2'-r B T-Y T-5' 1'-0' Ka" 1'-W' T-D' T-r T-W- WHERE dDLAT TO 5 RTIEDOADWAY INTO OTHER OWITH T STRUCTURES. EMWKL TOE WSTKLED TYPE B NOSE DUAL SHALL EE USED WITH CG-2 6 CG-6 STANDARDS. TYPE A G4" STUDIO I. IMMUNE SMML TN SS. cn WIN IFGRECArz MD TI41pJGILY I,MD TAPED TO PEl]PENgCLLAR TG POMWAT AND FLUSX WITH NE ROPE. TYPE B yR" % a" STUD SHEAR LWHECiOR WELDED ARISE COMPACTNESS. C T-Y' T-T T-P' r-r• 2•-e 2-r C V• r-r r-r 2•-4. r-r Y'-0' 2--r r-r GALVMIZEO PLATE FOR TYPE A TO BE BENT ON AN MOLE OF 66^JO' TO ANGLE IRON AT 2'C-C. 2. OUTLET PIPES SHALL BE RING O ASI f 241 , SMCOtN-BORE PPE, MEETING THE REOEREMExis CO HECTORS AND IS i0 BE ANCHORED WITH /TRIM % ,^ STUD SHEAR IYFROACX NAB PAVEYEM 2- OUTLET PR SHALL A AT M mGE OF M TMV0. LANE PMEYDII MO D t-0' 1'-Y T-0' Y-0" r-r 3'-0• 0 T-Y }-T T-10" 2'd' 2U' 2'-6• 2'-8" 2'-DIM gMEN$DNs CLASS TE 6 r0 PISMSTED MCOftpHO TO ARTY 2112. NOSE DECALS SNAIL F 0.KE0 W A OBIS PARALLEL TO M SNCILER SLOPE 2 X W.ImI PPE to. COPE CONCRETE WELDED TO ENT PLATE AT 2'C-4 2„ pR1q,1BLE)p1IDE. P-9' 0'-r F a-0" 0'-B' 0'-9" P-r a-r a-0" a-9" a-r L N CUNC YARDS }. IXPNDED STEEL MESAS lRATTEMEDI SHALL NAVE OPENINGS Of MPROX'h" % 1" AND wDGN APPROX. APPR. PAVEMENT IL�2�� Orr 0.82 CBS. PER N. FT. MESH SXKL E THE O.O.IEO IN E PI AND NTH ANNE AFOV TIME MESH � BADGE IDS'WE J. ON LUS ND WTTEfl ECTNNI3, SINEW R E •P°SSDIE i0 OTO ORAN PROVDE 2O1 2'-5 1'-2 SHALL. EXTEND A YIMM Q< ," M10VE THE 0.Qi THE APE ANC a A HASTIER FOR RWEHTS. ETC. DI-3A L DI-3B L d-x L Y; WARPED PAVEMENT -1 gIM1F15 iIXR YDEERE SEC TREY NE TO S LOCATED S° AS TO ARMS INTOM PLOP X r-Y' Y-r ]'-Y 3'-BIM Y-Y'. 1'-r M r-v 3�Y' Y-T Y-W` O-0• 4'-Y 1'3` 4'-T ,^ 41 1'-5' Y r 0.28 THE SLOT FOR TIE STEEL MEIN 15 TO BE CONSTRUCTED N THAT TIE MESH CM F REMOVED FOR r-1BEETS dt YMIpE4. 6 PI r t I' 5' O11 CLENwMT MAY BEN. CArz BASE MATERIAL TYPE I L 4'-0' Y-r W-0' Wb" YY-r fr•a' L 5'•e' T•2" Wr W-2' D'-2' D-H" ,Y-T' Ir-1T' 4. WI OUTUT MATED N LM SIDE TR ONLY. 5 TO E LNOFN ENTIRE PAVEMENT AREA 6' fl 5'4• I' -3 O.JS • SQE M.2D O^ AQUA FPTO P-T/1 P-%' 0'•Y a-2Ye a-!/4 a-31'1" S T-TP 2'-g'I i-TS' Y r 7 r 3K' 4 r Y-r 4. THIS ITEM MAY BE PPELMi OR LMt M SALE. _ _ _ _ _ _ _ _ _ _ _ _ _ 3. - WIN WTIFT PIPE dl LOW SE OILY. 5. STEEL POSTS AND RATS TO F PANTED OR GKVN2E0 N ACCORDANCE WTH NF ROM AND S WVFWT D_[VATM AT ODUT END M OUnET PPE TO E A YNIYN OF 1'-a' MOVE IT (-r 0.4/4' U-Nt^ a-r' a-2'h' Oar ° Cr-2h^ P-Y/" a-Y/E� D'_4" G•-Iy!" P-4�'i, D•-5:• a-Syt•• eRIpGE $PECNICATIWS. W PANTED M FAIL COAT SNAIL F Nb.11 ALUYNII" PMM OR lao-w FLOW FLOW FI °W 1'-tl' AVERT ELEVATION Oi RECi1VNG DRNIME °ROM q] STRUCNIE. N0. ,1 WASTE PINT. M/6bLL/\ gNeIO YNOS Oi cprw�rz D 9-2" 0'-M/2• 0'-TY!' O'-Y P-Yh' P-JTI• P-I• P-{yF' PLACEMENT E PRO UNDERDRNN AT 6. BEL THE SAME fRLJIOWS, WTEL ETC.) WmN PAY COTS FOR OUTLET PPE APE TO S. MAKER TO BE PLACED AT OUTER FNII OF ALL LNpERdRNN NSTALLATDNS BMPoM LCO"TIW$ I I I DETNL WHEN USED BRIDGE APPROACH SLABS BEER THE SALE cPo]I•D sMROTN AS M OUTLET PPE OOIIC. PPE 0141 DA42 0.fi0) 1.J% 2GIr 2.947 CURL YARDS OF COIICE-TE WHERE LNDERMAN 5 TIED INTO OTHER MANAGE STRUCTURES. FOR USE ON GRADES ADJACENT TO CURB ). OUTLET WE TO F ECLRELY CONNECTED TO EW-1SOR OTHER DRABNADE SPECIFICATION PPE 0.25) 0.52E 0.)!9 I.JBS 2.198 S.HS CONO.PPE 0.502 O.BeS 1.2Y LSCO LBW 2.YN 2.512 2.eD1 1. MARKER WILL E PAD fdl N ICLdOMCE WIN SECTION Sol OF THE ROM AND LARGE FOR USE I" SAGS WITHOUT GUTTER sTTnDTLRE SHIM P REV )/0] SPECFKATIONS. BIR SIDES TO BE $YWETRICAL SPECIFICATION '` sfaFKAIION �VOQ'F 9ERCATp1 �VDOT $PECFICATION EfEIOCE STANDARD COMBINATION UNDERDRAIN VC)QF 'IpE STANDARD ENDWALL FOR PIPE CULVERTS ROM ND ARoa SrNON]09 ROM AND BRIDGE STANDARDS STANDARD CURB DROP INLET ftEFEREFKE zu ROM AND AIDE STMDMDS WJW 12" - 38" CIRCULAR AND 23" x 14" - 53" % 34" ELLIPTICAL PIPES STANDARD ENDWALL FOR PIPE UNDERDRNN (AT GRADE SAGS AND BRIDGE APPROACHES) REVLWox PATE Im , ei , REVISION DATE DEFT 1 a 1 nJ SHEET I of z RFnsloN Dnre 12" - 30" PIPE: MAXIMUM DEPTH (H) - S' z!] S01 •� AND DEPARTMENT Of TRMSPORTAndI VRGNIp DEPMTEEHT Of TRANSPORTATION 23S DBN,D VIRGINIA DEPARTMENT GF TRMDE TATION 302 ]D1 V1RdNA DEPARTMENT OF iRN6PORTA1eH SY pS K^ MK01 W1.32 sD, 101.09 E N G I N E E i \ I N G Y1_z Dse-1 HALF PLAN VIEW "N-' ''"�' - ^' '" THE LETTERS VOOT. ME OF'n°NAL _ -- LAND PLANNING - PROJECT MANAGEMENT O- '• t x WALL iHl 1 K ar F "SEA THE LETTERS ARE TOE CAST M M DETFESSIQ1y W TOP OF 1y]^ COVER 1" WIDE RAISES .' HIGH TO AS I'/^ r.^ WRNS. ❑ ❑ ❑ J-0 � 912 E. HIGH ST. 939.227.5190 FNISHED .11 _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CHARLOTTF_SVH.LE VA 22902 JUSTIN@SIENP-ENGHJEERING.COM FOR DETAILS Of ALL COMPONENT PARTS ND 014ENSIONJ Ve" �\ CEERK ROTES- PRECAST" SEE SHEETS A A SERE srwmMM sL-I FOR APPLICN31LITr OF SAFETY 51.Ms, -- ii- B - 8 NOTE 1 STANDARD MH-I THE TOP 6 MASONRY IS TO BE LLFi T � - I - � MACHINE ^-B'/e" URA. ❑ FRNTE L COVER SUFFIdENTLY LOW TO PERYT PROPER L I SPARER Wlr GNAUETBY�TEFIKEVOF 4UFTPA oa TO --i --- - SECTION A -A G�Pou O ❑ ❑ ❑ ❑ = STICK A$ DIRECTED O M ENGINEER y:i ❑ ❑ ❑ - m FRME Mp COVER SHALL HE W o HATED FOR rnniFK COKDInONS. ,� I MPRO%A�EUWDGTIT _- -.i I_ 1 SLSSTRUTED FOR TAPER�PEAT SLAT TOP AS DETAILEDFRAME ••�• • • '" W STANDARD T-ASH-1 4A B COVER i.J30] f ]I LOS 185. TOP THE EMWEERN APPROVED YBYY ISF.E Mt ..I FDGwc MATERIAL ST'D. ST-I L'. T HALF SECTION A -A e (SEE MTE 11 I -r�-MEMOAOI r r ,- ---- 6-IF �6-I� A'`' B�W BRICK FlRME ANp covF CONCRETE // \\ L] S "• '- E D fEE MTE D e -- a -- . No. 45 I RISER UNIT -- -- ___ TIER WT 5 SECTIONAL ELEVATION D f � -- � --- s im �. .., �•' s cpxcxfrE cBY PIPES owunxcL coNCRfTEDEDUCTED RM,wxoLE B � Pt. AN � B y' EYEL 45' +--- i e T'GIFPTH TABLE °F O�HWE 40.NHLLE RETAIN TRUE OUANTRES.0 C� DISPLACED I I ��Q fiSER IUMi I, OYUANTOIf�PPES.�TE"REiM10 e - - - - - J WATER i ] F P S.INCREIENTS TO BE MORE � ' � )'" w I'/I" EOT � � IC"A G l� MONOLREOCOER -REWCER UNIT 3 1. NOTES EOONG WIERIAL 6 i0 E AGGREGATE SEES 25 OR 2fi i FOUNDATION HAS STANDING FOUNDATIONBEDDING THICKNESS DDWG TXIARCKNESS 5! g� ' 1. A BASE WEE. T OF UNIT TIE°F0 W I� 1 . QsSIQNAL v�V BASE Y FOR N (D' r WL ! , C E 5 B0.5 CONCRETE CONCRETE74 MATERIALS MAY BE BRICK CONCRETE °R 'I , P-+0" OIA I.� I W RUNNING w TE PREEN:. THEN AGGREGATE M.5 91ALL F USED FOR THE DEPTH TYPE IA D FOP EACH N I BAF'WT AEI UNIT SPECIFIED ON THE RNS OR AS DRECTED BY THE ENpEER.CMRED WITH 4 INCHES 10)MORIONK FOOT OF DEPTH. E MGREGArz M.25 ON 2B_ y_ FEET THOUSNOS CU YARDS W. YARDS h" 1'-B%i' OM, HOINAL CMTH 1 0.5 0.]85 I'S" y" . r/2• SLOT 1 rr 2. WHEN OF BELONG IIATEPIK SNAIL E%}EM A MINIMUM OF 6" BEYOND THE B/SE Of g" FOR N > XI' 1' FOOTNG APPROVED CONCRETE YNIHOLE BLOLN. I I I I THE STRUCTURE ON ALL NOES S' MMHINE MN.NINE O ' I 1 FOCI( r PER f00T K H. MNt. B" 6 0.9 OJ85 1.9D 5. IF SL S ARE USED THE MNNUM - _ _} _ J. HEIGHT OF STRUCTURE IH) 5 MEASURED FHON THE AVERT OF THE STBIICTLRE TO .. .. r 40 OJHS 2.2Y! THICKNESS OF SAVE $ TO BE 5" THE TOP Q< M FRME ND LOVER OR CONCRETE DEPENDING W STRUCTURE � .'- •.''.' '.' •.' '.' .' '. . OTHER TMCKKSSE$ ME TO CONFORM TYPE. SEE APPLICABLE W"NAIE STRUCTURE STANDARD FOR GERM. AS SPECIFIED W M PLANS ': "' "' "• "' "' 0 42 O.T85 2.a85 TO WILL NICKNF55 SHOWN FOR I FCOTWD FCOTNG OR AS DIRECTED BY THE ENGINEER SIWT L YIELDING 9 1.4 OJ85 3.Tq CONCRETE. P//' fl y,u ER d"LETFR=,'-8"+(1 . WALL THCHNESS) ;1O W 1.9 0.9]0 3.1ALL CONCRETE TO BE CLASS N. 'N" R SECTION B-B 12 22 0.9)O 3.817 ]. WHEN SPECIFIED ON PLANS THE------�------ VSMP PLAN FOR 13 2.5 O9)0 4.09 INVERT A E IT SHARED N Y->gil• DMA. BRICK CONCRETE OR 1a ze DsrD ASAI MCOROANCE WITH STANDARD Is-,. CONCRETE BLOCK THE COST OF FURrvISHING AND PLMWC IS 3.t )0 4.90 ALL YpTFRIALs NCIDENTAL TO M 5'• T-0" Op. ,6 J.4 09)0 526E SHARING I$ TO BE NCWDEO IN THE BID 1 BOTTOM C ROZET ANIMAL n a.D I.n3 fi.os PRICE FDA THE STRUCTURE. SECTION B-B INCREMENT U 45 G582 EFERKE"T �VC10T' Sq FCE EAR DRAINAGE STRUCTURE BEDDING FOR DROP INLET, �VDOT SPECIFICATION `v[DOT \VD(]T A COPY Cf 11£ ORIOINAL SCALED AND SIGNED MIMING I5 ON ME IN THE CENTRAL DF]1:E SPECIFICATION PRECAST MANHOLE RCM ND IEWCE STMDMDS ROM AND MIME STANDARDS �RENLE MANHOLE FOR 12" - 48" PIPE CULVERTS BOAR AND BRIDGE STANDARDS ROM AND BRIDGE 5rAVDAR03 RE ERN E STANDARD MANHOLE FRAME AND COVER EUCHRE ENTER 105 REVISION DATE MEET i CF 1 MANHOLE, AND JUNCTION BOX REMSON DATE SHEET ;1OF 1 REVISION DATE SHEET i OF 3 SHEET 2 OF J REVISION DATE ]b 301 V4tpNA DEPARTMENT OF TRN15PgtTATKN ]O2 !02 VIRGNM DEPMTMENr OF TRANSPORTATION vWOHA DEPARTMENT OF TRM'"PCRTATON 1p8.W VIRGINIA DEPARTMENT OF TRANSPOFIAf m. ,Rg.Lg 04/2O 106,0E I06-02 0.120 Yl2 NOTES p-]. ]A ]e oH], ]A>B D TA c OFCONCRETE-COVERAND RAT_) ,G EC-1 FOR CONCRETE OR CORRUGATED METH. PIPE • 2" IA ET 9L� 6 11.6 BMA/ies NOTES L METHOD OF PLACEMENT PPE C.D. T s DETAIL 1 DETAIL 2 I'B DETAILS OF GUTTER AND 1. DEPIn of MET W ro E sxowN oN PI.rNs. - B I - 1/N15LOPE 2.,SLOPE ° ° - B 8 : THE "N' DIMENSION SHOWN ON M STANDARDS 1J8./FT., (IS1M MI5. GRADE 80. 1. ORATE A 5 TO E UR®N A �B DETAIL 3 SPECIFIED DN THE BONS WILL E _ TEA LpGA,1pe MT NpWYLLY Mores 1. 5'-g° g'-°'. '. g' a 0-4"/2' '- ALBEMARLE COUNTY, VIRGINIA MEASURED FROM APE TO THE TOP HE THEE STRUCTURE NT OF THE :FALL SUBJECT TO TRAFFlCO T 41" g'.p" ,}.. TO 6.10. ]'-6" W-10'. D-5.. 01-1- - T U--)A GJ 7ER IN N H D MOTION. 5a D D 1 6 6 , 2 T B 9'-. IL-0•. D'-5 D'., A SUB11'L3A%SIGN: PLAN "H' DIMkT190N5 ICE APPROXIMATE ONLY 2. ORATE B a TO E UTI,�D N � i A FOR ESTWTMG PWPoES IWD TXE MTUK L001TION8 NgMNLY q-rB COTTER W BOTH DIRECTIONS. i+ 5 �]I M^ T-0^ 18-6" e..g" B'_}'• 12'_T 0'-BI ., p�_g• m A DIMENSIONS SHILL E DETERMINED BY THE • _ SUBJECT TO TRAFFIC. 66" T'.r.. T- •. '• ,3•_} 0'-].. O'.5 •• I n I I � � m Y 72FOR g,.R„ s,.2,. IO,-2. ,,, °..) g,.Y .. 2021.07.30 u YACON"ISIIUM 0°ERPNFRU(XN) TO BE 1p4' BTION6. A - A ( 3. SLEETY IOC& LOAN CARRYING 2 LENiJOINTBIN LEV OF DOWELS A 3:: % BETWEEN BUTTERS�{' NOTION WY I ' ' I ga BB'g3" 1'- It' -DIM t2 =e 155s O•. Z,. •. I ; I Y (1R - REMOVED) PPE) PLAN TO BEVLSWf] IODIIAC ORD NCESH/PING �O E COS DETAIL C4. CONCRO EECOVE SHANDN MAW I_ _ _ _ _ _ , � � D T ° 5 � R ARE TO F DOWELED WITH M X W' SMOOTH I THE LY"X2'7f�' GRATE IGRATE N, SEE T-q-]. gCO4 a APPROX. C-C TO PREVEM SETTLE - PLAN J. WHEN SPECFIED ON THE PUNS THE NVE1R IS yz� % 4' I I (COVER REMOVED) N SIRE E FRONDED. I I R'_tl" ._ '_ .• I li N a-0" O'- , MY1" (12" - Sg" PIPER (COVER EMOVEDI 6-1. THE LOST OF FURNSHNG AND PLANING ILL � OR FE STANDARD T-DI-S, 4 KTLNATE OE9GN. I I- - - w oeraL A 25'-D" REVISION: M4'-YY' (42" PIPE) °POET INCLUDED IN M HD RRKEN FOR THE STRUCTURE. SINGLE EMT. OUTSIDE I (42" PIPE) CpCWErz COVED CRATE TYPE J. VARIABLE 2T W FLATTER. B IFpi DETAILS SEE {TE COVER, N THE EVES THE INVERT OF M OUTFKL OR FI (12 RED'• BARS DIMENSIONS of GRAZE TO j1 I NOTES: I. CONCRETE To F 4000 PI NNIMA, COWWWESIVE STRENC I• '6 CONCRETE. EE NOTE). SKErAaoREa E2 OF ) PIiEVENTWSTANgNG ONTPOIDING E WATERE - PIPE IS HIGHER THAN THE BOTTOMPLAN VIEW FRAY PLANS) 112 REO'D.> -' S. RI % 2 ,W2 tGMTE e). 4. DIFFE dWE MIST AT MUSIFD TO IFFY L 1. F3 n (FOR FTNLS SEE m E Y DIFFERENCE IN ELEVATION. TEE LONGITUDINAL 2. F PPE O TO F STREWED, THE CROWD wLl F ADJUSTED I 2021.10•20 ® SHEET 2 OF 3) SEE NOTE]. SHALL E SHAPED ARDIN WITH CEMENT OFMORTARWATER r0 1} SEE DUAL ALTERNATE EGLE IRE FCTW. TO ACCOMMODATE ANGLES IR AN B•. B �_. N THE STRUCTURE. THE COST OF FLOODING m ACCEPTABLE IMF M D BYON EINE 5. F LPN (M TO BE EXTENDED ED 4" LENGTH A� I 3. IE4iGRCeD STEEL N MCOROMNCE wrtH ISTN A-5I5 2022.01.12 •• WEEP HOME. EP HOLE AND PUMNG Nl MATERIALS INCIDENTAL TO T�II 31 :: ENGINEER. OF WAGS ARE TO °E E%IEIDEp A9 ]IIRECTEO IIf!' y'lll (EREORffNG HMS), 1 SEE MTE B. MJ i I SEE NOTE 8. THE SHAPING 5 TO E INCLUDED W THE END / eY M ENUNEER. ° CONCRETE INSERTS L Y.-1N. BOLTS ° f > PNILE FOR THE STRUCTURE. SECTION A -A SECTION B- • 6. GRATE MD WLLM ME TO BE W 3°• MW 2 PER SIR. "M, SPACING 3°" M• 4. PRE OP 4 M N AT MY DRAINAGE COTS WEEK HE - 5"Y LFT ROES DALVAWdm, L UIRTMN WILL TO BE LOCATED AT THE END E EXCEED 1 TUCKS AT MY CNEry PoNl BETWEEN THE PIPE / J S STEPS ARE TO BE PROVIDED WHEN H IS 4'-0• GRATE N THE PAVED DITCH SECTIONS OF TK DII L AND M PRECAST WIT. •" STEPS. SEE NOTE 5. > p-]B THAT ICE MT NUTTED BY OTHER CODPFTE ALERTS OR GREATER. FOR DETAILS WE STANDARD ST-1. SPACINGr. CONCRETE COVER MAY BE ORIINIGE. L 1" LM BOLTS S DIMENSIONS SHOWN NE MINIMAL MNAL MEMIJWMENiS _ z ' RECAST OR CAST IN RARE. OFDIFIRIE F `4 MPHOXMATE WNrtIE3 MAY VARY WITH T T R )R % B. PD CAST O CONCRETE ACE. MAY BE TE DIMQaDN PLAN A M MANUFACTURERS OLE "RANGES PANIC r PRECAST OR CRT -IN -RACE. TWO LFTIHO COMRETE RDKOR(2M TYPE A B a. CONCRETE TO E CLASS N F CNT T. F NORMAL DITCH GRADE 5 TOO FLAT TO MEOW tips E%TL[ I ' I HOOKS OF FABRICATORS DEIGN TO BE CLASS N STEEL IN RACE. {COO PI F PRECAST. FOR ADJUSTED GRACE TO NUT A SREgK SHAPE TO BE BEVEIEO a. N M CASE SNARL TOP 6 ENDNN.I PMTRUAE MOVE ILL FMRIC NEOIEItT y PROVIDED IN PRECAST FOOTING L Y MR AI ETED WLL F REDUT ON PLMLS. WIN MONTM G SCORE. DITCH SEFORE, OR OF ENDER. I I 7. 4" DEPTH AGGREGATE EB8. W8. °R 48 X 8' WIDTH 0.425 C. Y 63 BS. = T, 1„ 9 ORATE BARS TO E PARALLEL TO } _ KMWALL IT BE BEVELED IN MEAN EXCEPT WHERE p SECTION A -A SECTION A -A F .. .. ... orca Row. SECTION A -A :•:..,�.:.., e. 3•' DIAMETER WEEP N10.E WITH 12'O(12" PLASTIC A,a y _ _ CONFLICT WITH AVERT OR WNGWNL OCCW. ME NOTE 4. NNRDWARE CLOTH /," AESX OR CALVM2E0 _ { B. BEVEL EDGE AS REQUIRED W THE KMWKL AT THE WET SECTION A -A STEEL REECLOTH AI WIRE DIAMETER GA D.OY, END OF THE CULVERT INHERE THE FLOW ENTERS THE SECTION B-B STEEL 4 LESH HARDWAREWRECLAN ANCHORED dJ" �I¢� G C0.VCRn. CAST IN PLACE PRECAST FIRMLY E ME OUTSIDE OF THE SCASCNRE. t 'y-Or i SHAPE TO IT 9. OTHERHEADWALL AT THE OUTLET END E THE CULVERT MAY F W FOR I5E WITH tY TO LY FWFS 2, W F II � - FVEIID MN OTHER SWIPE EDGE OR BEVEL EDGE. NOTES: 0. THE TYPE aF MEET (PRECASTN 0R CAST IN RIFE). / sf ANONYM NOTES (CONT.) AATTW C Mrn+ TTMEELONmMT Tm.wu F ` "0RL" TL - DETAIL A DETNL B 10. 1" CH ER MAY E PROVDED ON ALL EDGES AT w L FGR YLLTRE IlE i5rN.LAT105, MLN5Dx s a To OOYERN TK NROrfCT10M PEW.• NO. RECOI•QDm YNJ•EM MNIDMiMERS OPTIW- FEW M CXM•EL WDTN IOU). KIGIT GIRT TL p 7________M GUfTLR D. FOR DETAILS OF CONCRETE COVER Cp1Nt MID d-]A------9NGLE CIIT1E11 WREN DROP NLET GRATE ND THEMETHOD2 O a' PLMNC IPPROIFH SECTION A -A EE NOTE MTE + SEE NOTE 3 T ,4 8NS W S C-C T]� 2. W ANY R14TNiATDX EWISN° QAVWR OUTLET PROTECTION WHERE M EMWKL 20•0O L• PPE H DIVERSION IS ON A GRME. COTTER WE SHEET 2 OF J. I WE NONE 1 WAY. EACH FML OR EIDECTION 6 SPECIFFD O" M RMS. Cp61RUCTDN 5 to E N ACCORDANCE J BOTH SLOPES RAT OIE STEER COPE WE ETNL " 9 WITH DETNL. 2 SHORABBI T ABOVE S� CRC. LORR.METK DH]E 103. 7 THIS) WRIER WHEN DROP BAST W. GATT- RUDE CONCRETE O TO E FINS N OE NTEIRME rz COPE COICETE ALERTS 3. NEOTFXTIL FI81lIL TO E NSTILLEO dOfR CLASS N,;MD E AUTFAULS N 6 N A SAD BETWEEN TWO GRASS. (3000 MD. PRECAST COMPETE IS TO BE '/ 12• 2'-8" 2'-5" 4000 PI. A Q IKET 1 I L i LM B0.T5 ACCORDANCE WIN M SPECIFICATIONS. DERMAS OF PRECUT p-] NOT SHOWN HEREON ¢ P, NLET r - Y BARK IP EA1/ T I __ E01F%TLE 4. 5 • pMESA OF aHTAM Cu.vERT ON SPAN FOR SOX.MLPTKK OR MOM CULVERT. SEE PRECAST UNIT ASSEMBLY DAMPNI, FIDE W3.01, 12 !COMPOSITE QUANTITIES SHOWN ICE FOR INDICATED \ CX COTTER GRAE TO BE PRM'DEO 1 \ FMaL N • dAIETEq OF CtICLLMt CULVERT OR HSE/]EIWL F011 iN%. EILPTFJL OR /RCN FOR PRECAST GENERAL MTR PARE 1W Oz MD F012 DEPIII DIED WITHOUT PIPES. THE AMOUNT - I °� SWM Details 18• 3'"Oyx' 2'-11• DISPLACED BY PIPES COST F SELECTED TO p YD N),IUSrzD AT MEET AS DIRECTED %TIE I Clore METE INSERTS CULVERT. APPLICABLE PRECAST BASE, R6'ER AND TRIP DETAILS. WHET ELEVATION ENDNEER DF]A PLY). 1 L �" LM BOLTS iL SECTION B-B 21' Y-,TYI• Y_p. PAGES 103.0] TVRU 103.12. OPTON :LIE pUMNRTES. idt OWLETS OF _ • UE TYPY'R SECTION IKIWN W RM6 FW 9E ROPE. BDTTW WDiN ND pEwiN OBFEIRNT DEPTHS MO W SUBTRACT M 1•a1 L,N,ER„", OUTLET Ci 01M4EL W YAipl EXISTING DITCH OR NATWAL GPCIM. APPROPNTE 0.&C YARDS W CONCRETE FOR ENpI '" fPSEErlTE \ NpEK I24• J'-T Y-Y 1]. rAArz BIVa TO E PMNMIEL TO DROI ROW. FOOT OF DEPTH. TYPICAL ELEVATION SE IgTE ] 'OP/E 1 TYPE OF pIIRLET PROTECTION MATERUL ALOCTTY ,,RAN "ry 2T' 3•10/1' 7-0• IRE 9F 4 SEE NOTE 3 Iqt MTIEII = I L� `} �-1` PM DESIOI SideD tMCIE4) 3r 4'-}/4" 3 O• %'I 24" 30" N' 42' 13. PAVED DRONES ICE TO BE TRANIRONED TO MEET CWE SCE➢ SLOPE -OE RAT SLOPE BOTH SLOPES STEEP _ 1 I PROTECTION MEAAILN LENGTH 0.) MIMMW DEPTH WET GUTTER N SHOWN IN STANDARD PC-2A ELEVATION ENDwru TO BASF SECTION 2'-0" :-Y/1" 2'-6yT:' 3'-r r-Th" 4•-z• 4'-Wh" MPRGDMME auMmEs _ _ _ _ _ _ T ^^ nwss Al n]ss AIM DPRM a p. a TYRE A wsrKlATnx JH 0 ]Y 4''4�'!' 4'-2" CONCRETE XNME p] FOR ONE CLRTNN WNl, LWgTUdNAL SECTION �"" SEE ETNL 8 .B4] L045 1.143 1.3]9 1535 1]31 1027 %. PROVIDE SAFETY SLABS WREN SPECIFIED ON 1E/BYED EA01 BOTTOM OF WTTFD CONfIE, TE q-] p•]A U-78 (WHEN MET IS LOCATED ONS I 0.,BSS I ORl' RPRM U ip 21 M. Y-B' Y-5" M PLANS. CLASS N MOVE NORMAL DITCH COME) CRWi WBDS AND 2-0,. rRE B NSTMLAIION SH 42" Y-2I/4^ V-tt' NOEMENT PER MY OF ADDITIONAL FPTH (Y # �_ $AV �•Y"�, "I -�' PPD COI/CREIE CLASS N 0.24E pA YD3. (Cn YOS) M RE 11W 2118 SEE NOTE e. ECTION ON A -A QAA I 0.ASS I MY gPRM S Rw x SPECTIW vDOT SPEOFlCMION �v�T SRpFKATKN SPEIl1CAT10R `v�T C12 �°OT REFS PRECAST ENDWAL2" FOR MULTIPLE PIPE CULVERTS REFERENCE RETEELE STANDARD MEDIAN DROP INLET STANDARD MEDIAN DROP INLET ROM AND BNOGE STMDMDS CULVERT OUTLET PROTECTION ROM AND BRaF SrA,DAADS ROM AND BRIDGE STMDMDS ROM MD BARGE STANDARDS z41 12" TO 42" PIPE 12" TO 42" PIPE 2N sI+RT , (N 1 wfvlsroN Dp-E 42" - 96" CIRCULAR PIPES Nos 2°45 REnsXN DATE s1EET I OF I REVISION DATE SLEET 1 OF 3 SEER 2 OF 3 PEVSMN DATE ]OR S0J VM.MEA MPMIYDIT OF TWMO"pRTArION SPl VRdNA DEPMI/AETIT OF TRANSPORTATION 1O{.22 101.23 VRGNA DEPARTMENT" 01 TRANSPORTATION 'S°3 .1.1. VR(RNIA DEPARTMENT OF TRANSPORTATION 4% ipAl ENGASS,Sr ; � L' � , Manifold, Scour Fabric and Chamber Assembly FOR STORRM E HST T � , Initial Anchoring Of Chambers —Embedment Stone INSTRUCTIONS, INSTALLATION APP a Y W V' . StormTech® i StormTech Construction Guide An��campany U !!!!!!I REQUIRED MATERIALS AND EQUIPMENT LIST •StormTech solid end caps and pre -cored end caps �� oil r ti Y • Acceptable fill materials per Table 1 • StormTech chambers • Woven and non -woven geotextiles • StormTech manifolds and fittings 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 Install manifolds and la out scour Align the first chamber and end cap of each Con installation. Replacement of damaged chambers ain during d after on, damage is and and very time consuming. s is recommended that all installers are familiar with thisguide and that the contractor inspects the chambers for distortion, damage and joint integrity as work progresses. K y g p time installing chambers by overlapping chamber •>a: geotextile at inlet rows [min. 12.5 ft (3.8 ri 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 Isolator® Rovi of chambers during the backfill process. does not exceed the reach of the construction equipment used to place the stone. Maintain C. Care should betaken 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 Bacldill of Chambers — Embedment Stone 12' (WO mm) MFX. � 1 = r:1 71! UNEVEN BACKFILL EVEN BACKFILL PERIMETER NOT BACKFILLED PERIMETER FULLY BACKFILLED ' Backrill 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 240 (600 mm) inlets are the maximum size that Place two continuous layers of ADS Woven fabric i1i than 12" (300 mm) between adjacent chamber rows or between chamber must be fully backfilled, 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 flat 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 mm) 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-78% 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 visit www.stormtech.com 3 around the angular stone of the StormTech system. 2 Table 1-Acceptable Fill Materials NeIES: Table 2 - Maximum Allowable Construction Vehicle LoadsB Bacldll - Embedment Stone & Cover Stone Final Bacldill of Chambers — Fill Material rCommactwiDeni Figure 1- Inspection Port Detail 1. 36"(8aomm)ofstabilirednever ma&ra(sover the chambersis ' 1117 • , required for huff duri track travel and damping" 1 - 1 Pressure or ' - QlilaI RR RII Maladd la bye'0' 7M'so0.4udc makrlas,rarvesds WA Prepae pers4e plam.Paed =RN"M"• 2. During paving operabomI dump buck aade/onds on 180(45g stars fine met dtlle'C'la rotlle a rleer's nBdp irsldla9aB h I talal altl i F°a w;`„n "wF„u: o"' "0 ®pnelri 36' 32,0001142] 16,000 f71] 12"p051 3420ri64] 38,000P69 _ w her Perms ate. �d Pry- menidmOerfMemadbsselaye to an ureO ompakenm —v LnnDedgark elavememaunaed plarsfapasner0.sWgrade timreouuaxTrts °xdNm dw rN OA. �"T Pox awsidrufengolMeroadbaselayerroerreueMatcompact/on Mvrsw 18" 1 3W[850 113 i r - 6nsheU gentle abine. rode that ds Pa+e- rarlyarBr4s. ment suba&se maycepartdtrB'D'layer 'AV"rt"T m°0°<.F cwnnm.w.o°A taqur ants haleN o mei, and that a minimum of la" 450 3p- 1510 [/?I ... 1 Id,T"omvER wilPMo+R""'nro ram) of cover adds over ills dwabem Contact far 14 11 ©IN6al Fi Fit Mdkrial for byer'C' Grander Mal -graded AASHTO M45Begin Compaction after min l2'000 men) d mate <CNCREIEBW "'„-mmr .•nMmml 36 30L63 _ row,�,MN rxm,vss °°<P'0P'K ac,aowwc &Wdmlalguidance ml allowable ails leads during paving • ®Nyy p� 24-iti 32,0001144 16,000 vil ITT 248011191 20,0001831 _ sloes ban Netapdtlle embedment aggregate mhdure5, f3696 fines A-1,A-2-4,A-3 riot Corer the dlambers is readied. Carg4adaddtlaral MWL stone (B'�ro 18"(450 ram)above orprocessetl aggregate. Most or layersin6'(1501nm)mart.GOsvamin. 95%PmM 1 MfYflll Composed 18' 4571 1770(851 the lop of the chamber. Note that law nedsovese maleds can AASIH0 M431 density for Wall graded material aril 95%relative „ „n-mmr :I.G=Wpmumfor track dozers Bore vehicle operating walg/d 24'�6101 1430(681 ;d meet s(hbave may be pan dthe'C' layer, he uses In reu d the layer 3.3571 4,467,5,56,57,6, density for pracessed aggregate materials. Rolla 7 KREowPK dIW(k.MbY total WnraCtamalarbaffl68Cka. ExCBvaGWS 36.19141 1070151] _ = 67,68,7,78,8,89,9,10 gross whileWeightnottoaxceed12.000Hs(i3 wB,m,r 36'1914] 1070(51J Idlf. Dynamic face rotroexceed 20.000 bs (89 NA mxE.r„M".pe will on�rflriglrergroundPressures bused On Boded bucket WdgM _ -- H°uN"Wr-Ex pq 32,000(144 16,000171] 12"(.105] 2245(107J 20,0001891 Continue even backfillin between rows Small dozers and skid loaders "r oleo W Ep9 and boon extension. 2a y g may _ it.47 �< ' (�Fmbedlr-dStela Fmhetlmed tlean,«usrBU, angularsrone A45FIT0 M73' No canpacdm remixed lnoseUmped 18'(457J 1625 Rat Roller glass veNclexeigld intro and around perimeter until embedment used to finish grading stone backfill in neBraldgdeneasremthe 3,357.4,467.5.56,57 4.Mini-excavabns(<Btkl0lbs/3,fiZBAWcan he used wifhathisat 24"�1 1325(I eezedt2.000bs.JMIn stone reaches tops of chambers. accordance with ground pressure limits in _ � �n -ero�'C'�r�. ,U f2"(300mm)ofstone overffmchambersardarellmidedbythe �I621 1mo11� Perimeter stone must extend horizontally Table t.They must push material parallel (p�ravdeamsforlarardaAonSbxe Cean,ashe0.agvaslaR aggrroM43, Place amoonpedns"p50mm) RbusRplvnfdl F="Pd <- T� d w DDNXBDnDrIDETwL maximmngrormdpraswrasmTabB2based onafull bucket at 1199 to the excavation wall for both straight or to rows only. Never push perpendicular Felmvthedwroastrdmthesmgraaep 3.�7.4.467.5.56.57 maagasxmanbbbyarpaaa.2J = �`<«a+DBFBdh�For•PwxD nexlmnlnboomadenefon. ITK9q 32'0001142J 16'000p1] 121�5] 201oj96f 20'000(89J SHIMP sloped sidewalks. Only after chambers to rows. StormTech recommends that m ne rod 1aa mi a tadamba. "" °°"M °• 24' Is 1 1220 581 exceed 1 00° d1 s vehade Welght rot ro E N G I N E E R I N G .a. Storage ofmapdfaB such as construction maBdals, egdpmerrf,, ps2) 141 11�1 have been nd wit a to top m the contractor inspect chambers before Install non -woven geotextIleCo over stone. Geot must overlap in he si mm) �ls, oft shwldnotbe hrcaBd over file Sbrm7bdrsysbm The Ig chamber and with s minimum 6" placing final construction aloe shall be min. where edges meet. Compact each lift ra leiwith back -rill ro specified in the site 77 NOTE: useofmldpmerdolerthesronnTedrsystemnotco ened&TabB 2. (150mm) ofcover stoneontop of damaged byconshuctronshallbe design engineer's drawings. Roller travel parallelwithrows. f.melBMdAASHTodesignationsarcfar gradationsonl}crnesmnemust aBnbedesn,crusheayangdar.For 5n60mna,r lrpoq 16,060p1] rpT,uLga® 12.1m5] 1540p41 zo,000lrel LANDPLANNINc- PRoJEcrMANACEI,,ILIvr W M T(ac ad fabling agadm et,, cranes, stir) B limited pease contact Sbe 18"14571 1190 71 Pder gross vehicle Weight not to chamberscansmalldozersbeused removed and replaced. example,aemiWwtiCarBrae entsaroundstate: dean,onmateed angularnai(edandcM4�sbrle. Storm Tech for momIMelnagm. 24"1610) 1010r481 eceed12,000les.153kM over the chambers for backfilling 2. StormTech compaction regnlrcments are mat for N' location materials when phrced and wmpaded in fi" (f5o men) 39-V621 9101431 remaining cover stone. (max) IRIS using two high coverages xall a vibraliffly capwtor. 7. Allowable track bads based as vehide travel mNls Excavates 36" 148401401 912 E. HIGH ST. 939.227.5190 3.WherebffCrcffonsurfacesmay becompllSedbyeanpactlar, for slardaMbrstaffaConSamislandaraldeslgnbad shall rrotoperate ondramberbedsunClCiemfalbadtff0reaches' 6'[750] 8,000p57 NOTAllWy® 12'114�1J 1070151J NOTAULOwID 18'(457J 900 NJ CHARLOT ESVILLE VA, 22902 JUSTW@SHIMP-ENGINEERING.COM Inserts Tee Detail StormTech Isolator Row Detail&af�taa��may�ad,B�d�rakBgardra�bgwiMataamP eaerl d special load 3feetM00min)everffeentiehad 2C610] 80ofm dealpns contactSYo ulTech forcm wffon roW m nwyi " 30' 17 760 PM 36" 9194 7201341 DO NOT INBT"L INSERTMTEEAT COVER ENTIRE ISOIATOR ROW WITH ADS Table 3 - Placement Methods and Descriptions OEOSVNTHETICS BRIT NONWOVEN OEOTEIM E Figure 2 - FIII MatPirla Locations SG740-a (2.4 m) MIN WIDE STRIP A SC$10- e(1S mI MIN WIDE STRIP Material ''Restrictions Roller 'ad Restinchons ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL :I �'• Wheat corrveruaE Location PIPE AROUND CLEAN, CRUSHED, ANGULAR STONE IN AB B LAYERS PAVEMENT LAYER(DESIGNED in Loads nwTERBi MrvART CATCH BASIN �, BY SITE DESIGN ENGINEER) H IPM Idii Emu MANHOLE v" x�,.� `.aids.. J *FkWFE Ava"offalacerna ndaversmaybe 36"(900 mrN mnimum Duffs to push pamlld to ' RONatmveal"lDrovis v - MdaY Used. Ail arBtruction leads must not cove required for dump rays until 36 (900mm) only and 36'1900 men) L _ , , \ p , �.D ° b RExM EEN �R ADS 'Terms and Conditions of Sale" are available On the ADS website, aceed the maximum penis n Table 2. In1d6ledu oie oYn axrpaded O CHAMBER ($G740 SHOWN) PERIMETER STONE \� \� i�A, -?`�� + lit IrmTn,uTnxax+rAE"rtnxoProxurNlnes%ar�omgiY S' mp paC¢OOUrErS pTH 15 = ., . - a , 1z.> Ia. (2A rig www.ads-pipe.com. Advanced Drainage Systems, the ADS logo, and the green daubers. reamed° readied. A BII /H NONNI 1N5�` N11 /IrY�r,, /kl Nllyi kl'�/ill ll. /FrC ky�A[I�"�W0 <I,�_. V<': ji'h�`" -r, <_-4>••• n� (460 mm)MIN- MAX .�' 6'(150 men MIN stripe are registered trademarks of Advanced Drainage Systems, Inc. CONNECTION IHBPMAIEETD BE ( ) ®dad Rill Fxrcaror posifiattloil bed recommended. Asaaacan he duped imo Srrd I trek doers 8 slid Use dynamic lire of Rader DD Ix"TMJm, DMRERED StormTech® and the Isolator® Row are registered trademarks of StormTech, Inc Material Sena ,worst« al d war pa+er When compadel badas albned ro gralecme Cory a8aompacled fill wmwRwGAnox ExcnvnnoN WALL B #1101007/19 CS chambers. Small dwaiTAed. paenvrlt sWoess mails slope with at lest 6'(150 ram) depth reaches l2'13001m1) V S + SC-7408 DC-780-30"(/80 men) 18"(450nR1)ab0.eapd same under tralks at all 6Tle5, averdaRDers.11aler travel EorE,m.B rcIumsmEnDS B+s vnTUTM I (CAN BE SLOPED OR VERTICAL) I /1 O SC-310-16'(406 ram) glambers. Elluiplram mud pleb pampa �mlel tO Chamller rDNe Ody. o.45 4 DEOTIXIIIErEDDIN'ED Dx mBEmFTFE I,AA 11m J ry r Li No. 45L IHLEf) WERBFDDINO STdIE FORBCOUR —\i PROTECIIONRT BIDE INIETCdINELTdi6. SUMP DEPIX BY " BEmE%TILEMIIST EX1END rERPOO) 02019 Advanced Drainage Inc.nO. t0 rwrs at all limas. PNITCHPMBER FOOT C,M„� IMMEWA IM HDDC N MBCOF aENGINE DESIGN R eirim ) CV(IiERpp ENGINEER ®a te Noariipmentallavedontancarni Nov4a bABlamed No CradledequgnaMs No rollers slowed. �p ac.slo rl+Eo mm) .•nDBmm) A od bed faeldaWn alLddedost be pfhe min6'1 `.. xT1a +r Plomml 4•I+i TWOLAYERSEEXTUE ETWEENEOSYMTION SONEMDWO`iTNCHAMBERS I I DEPTH OF STONE TO BE DETERMINED Saone tiles eacevabr«SrolneC«Neyo1 Mabrla mSlndplaced albAedmdamhes uda II II a<>m lr tbomm) 4.11aomm) - - � SV SITE DESIGN ENGINEER txSlbOr� (50 mm)0]Ve ,I sSI f'i�G SGE1 08 DG7BJ-SN WIDE MIN WIDE STRIPS rWO CHAMBERS - - - �fVAL MGYm lz rmomml r1+S0mx1 � � � � ,_" '- SG7408 SCJ10-6"(150 meal MIN 1stone meve4yal amultl aA L'rYJrItrB16 ChBnDer bed. SalalaRplace. ... .. SW10-d'(i2 in) WIDE STRIPS II xoTE: Ni +z POBmm) rPmm.,p 12'(300 ram) MIN END CAP DC-7B0-9'(230 mm)MIN rodleast the idpddambes Pi NIIMBERB WILL WA IMSEJ ON INLET PIPE MTER4LL6. IMBERTAWERTIIN08AVAIABIEFO PB 3 21,M1R45,Bdl MI7906D 7a0-2P SiHDPEAGCESS PIPE SUBGRADE SOILS CCMACTSroRmECX RDRMdiE INFCIMAIpN. OVI"1E0680LVBlTwan, N+; WsmRM,Ca00m0,A:REIRON NOTE NON -WOVEN GEOTEXRLE OVER DiSG310-1T (300 mmr ROPE ACCE33 PIPE 61, IT (300 mm)MIN ®rWpalim No Sin Tmhm ckm Catad�a orreB6bf«a omftl=urKpmBtsbyoMmkiNetoabgadebwN ISOIATOR ROW OIIAMBERS IS NOT REQUIRED. USE FACTORY PREiABRIGTED ENDCAP (150.. MIN Sbta cepacdY, devamdrgaproacsmdsuh,{-ade. SC-740 8 DC-780 -51' (1296 men) SC410-3411365 men) 4 5 Call StormTech at 888.892.2694 for technical and product information or visit www.stormtech.com 6 VSMP PLAN FOR CROZET ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.30 REVISION: 2021.10.20 2022.01.12 FILE NO. 20.005 BMP INSTALLATION & MAINTENANCE C13