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HomeMy WebLinkAboutWPO201700024 Plan - As-built 2020-03-09V5MF AS -BUILT PLANS FOR LEGEND EXIST NEW DESCRIPTION 165 TC x 125 TT TOP OF CURB ELEVATION 165 x 125— SPOT ELEVATION 165 TW x 125 TW TOP OF WALL ELEVATION 165BW x 125BW BOTTOM OF WALL ELEVATION BENCHMARK — — STORM SEWER RU RF ROOF DRAIN m SEWER LINE W W WATER LINE GAS GAS LINE GAS OHE OVERHEAD ELECTRIC WIRE OHE UGE UNDERGROUND ELECTRIC UGE OHT OVERHEAD TELEPHONE LINE OHT UGT UNDERGROUND TELEPHONE LINE UGT PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK O I— DRAIN INLET (DI) OO O1 OO SANITARY MANHOLE C C PLUG (O" ®V WATER VALVE & BOX 4. {. FIRE HYDRANT ® ®"' WATER METER ♦� ♦� LIGHT POLE UTILITY POLE SANITARY EASEMENT — — GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT — WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT CHE5TERfIELD LANDING FHA5E 2 WF)0201700024 TAX MAP 5G, PARCEL 35 WHITE HALL DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=29000' �89 1�41 1�1� F51 EKi 4'fc 17E PARK VfF,6 1 N0 -Old Ire it G01f -GIUa � ArSITE IMAGE PROVIDED BY GOOGLE MAPS 1 0s11 10 i TREE LINE x FENCE SHEET INDEX STREAM CI - COVER S H E ET PH1 PROPOSED C2 - A513U I LT SITE OVERVIEW 312 12 — 12 INTERVAL CONTOUR C3 - A513U I LT SITE PLAN 300— 00— 00— INDEX CONTOUR C4 - AH U I LT SITE PLAN C5 - A513UILT LANDSCAPING PLAN CG-2 CG-2 STANDARD 6" CURB CG-6 CG—C COMBINATION 6" CURB & C G - A5 B U I LT 5TO RM F) RO E I LE5 GUTTER C7 - A515U I LT 5TORMWATER MANAGEMENT DETAILS a a` CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 10 PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE ® /FN CG-12 HANDICAP PARKING PROPERTY INFORMATION OWNER/DEVELOPER: SM CHARLOTTESVILLE, LLC 200 GARRETT ST, SUITE B CHARLOTTESVILLE, VA 22902 LEGAL REFERENCE: DB 5040 PG —389-403 AREA SUMMARY TMP 56-35 ......................... 17.70 Ac DISTURBED AREA .................... 7.17 Ac NEW CONSERVATION ESMT ..... 8.12 Ac BASE INFORMATION SOURCE OF BOUNDARY SURVEY: ROGER W. RAY AND ASSOCIATES BOUNDARY SURVEY DATED 04/20/2015. SOURCE OF TOPOGRAPHY: BELL LAND SURVEYS AERIAL IMAGERY DATED 03/29/2015. FIELD VERIFIED BY JUSTIN SHIMP, P.E., ON 05/03/2017. BENCHMARK(S): NAVD88, MARKER ON ROUTE 240 PER PLAN NAD83 VIRGINIA STATE PLANE SOUTH WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY THIS PROPERTY IS ZONED: R1 — RESIDENTIAL SEE DB 4788 PG 244 FOR PHASE 1 PLAT. SEE DB 5040 PG 389 FOR PHASE 2 PLAT. MINIMUM BUILDING SETBACKS (SEE SUBDIVISION NOTES): FRONT: 25' SIDE: 10' REAR: 20' VSMP NOTES STORMWATER QUALITY SHALL BE ADDRESSED BY DISCHARGING SHEETFLOW TO A CONSERVATION AREA WITH C/D SOILS, AS COMPUTED IN THE VRRM. CHANNEL PROTECTION: STORMWATER SHALL BE DISCHARGED THROUGH LEVEL SPREADERS TO ENSURE SHEET FLOW. FLOOD PROTECTION: STORMWATER SHALL BE DISCHARGED TO MANMADE STORMWATER CONVEYANCE SYSTEMS THAT CONFINE THE 10—YEAR 24—HOUR STORM WITHIN THE SYSTEM. THE LIMITS OF ANALYSIS ARE THE 100—YEAR FLOODPLAIN. THESE MEASURES COMPLY WITH 9VAC25-870-66—C1 AND C3c. PHASING This is the second phase of the Chesterfield Landing project. Phase 1 was approved in WPO 2015 00037. SOURCE OF AS -BUILT SURVEY As —built survey performed by: Roudabush Gale & Associates Provided to Shimp Engineering on: 2/12/2019 APPROVED by the Albemarle County Community Development Department Date 03/13/2020 File WP0201700024 4�'O'�ALTH O � v JUSTIN M. SHIMP � Lic. No. 45183 o��SS- O VAL '�'G NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. \ - - - \ 1 ` -- - -_ - z NN 04 Lj 000 00 III' \ I I— jL vJUSTINM.SHIMP� Lic. 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MUTCD R8-3 - _ WM I WM �s�PIN_ _ 5�6 STM STR - E9 - - �I TOP-652.61 I '8 I - - �_ - CURB CUT (TYP) fo - - _ - f _ - - - NO PARKING SIGN W 1 559 MUTCD R8-3 TOP=647.90 M JN1]831N30 8b _ '14 a I 25 MPH SPEED LIMIT _ _ _ _I_ _ _ _ 552 SIGN - 54 52- I ® I m 54 -_-__ - \ v I �- �/� F0.D33 /' N MUTCD R21-1 ---__ ---------- --------------- 51A LA I I I i FE=6,55.9 648 - - _ ® ^ cn _ � f /645 9 co "' c' I 1' - - _ - - _ - - + 20,005 SF w 50mi / / I { I - I� - - - - SIDEWALK 8 - 646 - \ _ FFE=653.6 BFE=643.6 s Z 20,063- SF 48- 0 +� - - - - NO PARKING SIGN 1 BFE=646.9 48 \ � �0,0® SF 48 20,001 SF 46 _ - _ LL � 48 - - - FFE=6M.2- _ FFE=655.2 - - - / / , ��-- \\ BFE=646.2 --__- I BFE=645.2 _------ ------------------- MUTCD R8-3 Z 0 / I E��/ / / I �� \\\ -----646 �� 60.0' o - - _ (TYP.) 44 20,003 SF FFE=652.4 v BFE=642.4 64 n ui -_ __ I ---- / 42 -- Z J n� / I ---------_-- ____--- n < _ _ - 1 �� 42 W / // --- --- --- --- --1 Q 38 8" SDR-26 SAN. SEWED ` - \ EW S0. ACSA 1 - - /1 RY FA 636 � \ - �- 640 4F N -L- --- -� - - - - - - - - - - - - - -----_------- ---- 1 - - ---` ----- ` Date � / I 03 21 2019 SOR- Scale I � Sheet No. 20 0 20 40 60 NOTE: HOUSE FOOTPRINT SHkWN-ON-TYRIC�AL LOT IS A COMPOSITE OF SEVER\ZAL-RRODUCT T - - - -��_ , C 3 OF 7 UJ - � �1.DR-MA1'-C-6fd5Tl7C� BUILDER WILL PR�AD\ DETAILED GRADING PLAN FOR BUILDING PERMIT. File No. Scale: 1"=20' I - -� `\ J- - - - - - `-�/ �I-----\ 15.006 ___ \ z — — _ — — — — / / / / / / / Cale: 1 "=2 / / \ / W N E / / , \ 1 1 \ \/ \ \ / Nw z z �\ \ / � w Z d w 1 \ \ /\ �_ / z \ /\ `y - / / / / \ \ / / \ / / \ / \ \ \ \ \ �\ \ \ \ / \ / (n 7 / \ D N ° / / / T G) m I O / / v J W o / / \ \ / /\ , , / / > INS\,/ �/ \/ / � �J_ J / / \ / \ / \ \ U I \/\ \ \ / J f �\ > \ > V / \ l \ \/ J \ �y w J I o w / ,/ \00 U C14d / / / \ \ / / \ \ CD Li 4- z 3 /STR BUF/E \ /` / \ / LTH � J \/ P� O� rram, �\ J — — — — — — — I NSA 0 A FFF 6 SF \ I 8 SDR-26 EIYL / 62Q — - 634 - / / / ' \ \ 1'F��f9 \ \ \ \ \ / / \ \ JUSTIN M. SHIMP NiT — f / \ T \ \ \ \ �\ \ \ \ / \ \ \/ Lic. No. 45183 n SRN.�EE t \ ® 6' LAND APING iL FHA \ B4 ► � ° � . \�' ` ► — / END 16+79 _ _ — - s►DEwALK 5 FT SI D EW / / y�AL —I — — — — — ALK �e s (q DSC PARKING R294.5' ` + • l � fMfNpINC CL SIGN 2g4 z x o b — R1014.6' 280' SIGHT DISTAN \ \ \ \ \ \ \ —w —w w w'�° —w w —w w —w �• oo \ �� \ \ \ \ \ \ `/ \ \ / } —w _ �� . •', • �zPc NO PARKING SIGN \ p \\ \ \ \ \ \ 1 \ \ \ \ R 5.6' W � W r1 . ,� \ N w A C �' \ J'9� \ \ \ \ \ / \ \ \ \ / rn CO cn —.�, ,; -ter MUTCD R8-3 \ \\ \ I \ \\ \ \/ \ \ \ \ \ \ � Q) — — _ `= / 18» ° 5� SIDE L�C< , ►, ` — PRIV \ \ \ \ \ \ O O o — \ qTf \ I \ \ \ \/ \ \ /\ 0YrA 000 \ \I \ \ \ \ \ r \ \ [\, .2— J \ \ \ / \ \ / O O O 6 LANDSCAPING S!ti1 — 1 — . > �'� FR�INf N — \ \ \ \ \ \ I \ �' c0 c0 c0 STRIP � SIDEWALK/ WM \ \ \ \ \ \ \ / \ \ / \ \ o FiQ Bs I � 1� �cn / ��� 3���� STM STR — E5 \ \ /� LANDSCAPING 3 M \ \ 1 \ \ \ \ \ / \ EASEMENT I / \ \ / \ \ C \ I \ DB 4788 PG 24 END TA 1 �M , '`�0 �� c o�� ^`O TOP = 6 3 4. 6 4 s� ,ram \ \ \ \ \ \ \ \ \ \ r \ o \ / \ ll 10-YR DEPTH=0.29' \AND ® 50% CLOGGED I ��A' \ 4D I \ \ ( \ (L `/ \ I I / 15 5 \J \ \ \ \ O \ \ \ /\ ck I AB CENTERLIN 23/74 S PACE 1 _ �� ���6. -s4o \ \ \ \ \ / \ W N N CD N NEW 20' PRIVATE I \ \ \ I I IN STORM SEWER �� EASEMENT I TOP=634.72 ' roe X° p ' WM DB 4788 PG 244 I \ I \ I / / C/0 (TYP) \ I CU LLJ I U , \ ---- Q \ -- \ I Q � SIDEWALK 1 38 40 / V \z 5—FT SIDEWALK �, I / I / \ 1 �, \ \ \ \ \ X \ 1 I m N I / / / / 1 1 I I / / I I / / / / STM STR — E7 , \ 644\ CURB CUT (TYP) 1 I I ► I l l l I / TOP 643.83 1 1 I rri m 1 \ 0 Z I / I 459 \ \ 1 1 \ I , 1 , I I I L I I I I I 55 � 440 P 4--1 1 IL E— I I \ \ Q r 1 I I—�—/— NeArcq \ 1 1 — I I I 1 I J V 1 1 \ / I I I / 20 SET ACK (TYP. / / I I 1 / O 5.0% I I I 4� WM ;tment I I I I ct,. , 1 25 MPH SPEED LIMIT — I— I \ 1 \I II I I / I 1 W o' SETB K (TYP. / / I I M—M I— SIGN I I I , I I I I , I I I l 1 J J �— — 67 , " COPPER INM MUTCD R 21-1 I I I I I I \ \ 1 ' SERVICE LATERAL FHA SINGLE METER (TYP.) WV i 46 I I I I I I \ \ 1 I 5 is \ � I I \ I \ 1 I / N \ Of I 1 Q W 10 YR DE TH=0.28' , / / / / / / / 4�1 / cn rn I i I I 1 I I 1 1 I \ ` 1 50% LOGGED O0 / / / / / / / I N ACSA _� o a N I I o I/ / / / / / / / / / Watey�tment�, I I I I I I I I I \ , I• I I m 1 I w l (tvP) II D I WM I / , / / / / / / / / /z I I I I I I m I z I / / m I 3 \ a o� -C. I 3 1 I I ®s` I I I 1 I , / / / / / � I I i I m 1 ^ I N I I 1 I 11 Date zo I I 1 I � Noo ' } I 3 \ I \ I I I I 1 / / 03 21 2019 co / 8� I I 1 I I I 1 I I I / / I I ! Scale ©� LU UJ m /' I ' 4s= \ I 1 I I I l \ `\ I o \ 483 ► \ 1 I /\ \ \ \ 1 —20 I / / M I \\ \ / \ \ \ \ Sheet No. - -L-I- - - - - - / --/M-/�-T1C,714-/ L4-NlE -/= - �'- - T - - f - /' /' 11 \ ` � c4 of 7 -, , I / / , / / , ��- - - - M- �/T C- - �L I-N- - - - - l - -1- -�T F�`- -L� -W, - - - File No. M \/ I \ \ \ I r It Op \ \y v w Na I Z IZ4 w rz N � N W W ^z V) 0 � Z W w d z � w� z w� D Lj v � N S (n> \� - /�W o % I i WLTH J AP / ' \ I / / - _ _ - - - _ _ I '' 97 0'• SF �JTIbAnON-. AR.EA `� �� Lf� T0.$E P.1;4NTE[7,WITFr, G' I I I I I 5 0% . • ; 25 ;OAN'01�Y •TKES '. • ` O .- I - I \ �61 I 4:1 �•'.' ®'.k.5•-2 • CAL' • • .' U Y }- L � � - .:�'.���•:•- _ , JUSTIN M. SHIMP �� s3o - - - \I 6 \ I ;UNDERSTORY • TREU Lic. No. 45183 I I �' � I / I _ � - _ � � � � � I - I i' • •2.5. SfulAl�L' •SkIRUBS'.' • ••'.'• • �o � I � � ° N I ► `� II / I / \ _ � -I- - - _ _ _ _ I � _ _ � \ \ � \ \ 6i. •. • • '. •, h'5"j 1.8."'. H�.'. ' • '• '. '. •• �c� �' -62 �� 22� _ I I I \ �' `SSIONAL E� a, I \ \ \ TO• B .SEt€CT)=i) FROM -634 THE jALBEMARI:E GOUNT`l' PLAtV�TWGS• LIST . • . III \ - ___- �-----_--- _ �, � � __ _-___ � \` \ \\ \ I► , ...� • .... • ..•. - .'•...'.• •; W \\ 0I / N \ \ - / _ _ - \� \\ \\ \ \ I I _ _ \ I o I -t � � � 630 � \ \ \ \ \ \ \ � \ \ - 1 t ~ I\ I \ \�42 I ��---- - 42 40 �� \�� \ _� \ \ \ \\ \ \ CO U) CO rn 642 - ' 44 - _ \ \ N � \ \ �,..,' 46 /------------'644 `� wMas` - `� \ t5��pv4 I - - - - - - - 644 �I \ \ \ '���\\\\\ \\ \ \ \ 000 __-_--- (2, _-1646 --9--646 --4 r►��00 SF \ 46 20,000 SF - © SF \ 6 \ \ \ \ c (� (J 0 0 7 �.J O I l BFE=64 6.0 ` _ 8` 646 48 - - - 648 - - _ _ FFE=653.1 FFE=651�i 42 \ �0 / \ \ \ \ \\ \ \ \ \ \ \� \ o c� c� c� - O 20 _ _ - - 20,001 SF BFE 643:1- - \ \ y> ?6 \ \ \ \ \ / o g/ I \ \ 001 _ _ _ BFE=641.6 l \ \ \ \ \ \ \\ \ \, \ ~I n n n I I m \ a - FF€�� � - - � FFE=655.2 50 BFE=647.0 648 - a 20,001 SF BFE=645.2 52 _ 648 \ \ 40 0,0® SF �, a a FFE=656.5 48 \ ©E�648.1 `2 \ \ I \ 54 BFE=6�.r - 650 54 \ \ 23,731 SF = \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ W / \ -� BFE-6�. \ \ \ \ \� V �G' \ r" I \ _ TREE NF _ I TREE g0 \ \ I FFE=650.0 1\ \ o �o \ N\ S A \ \ \ \ \ \ \ \ \ \ \, \ � i \ �' \ BFE 0.0 (Wd) \ \ \\ \ \ \ J J \ 6S2 TREE TREE TREE ti \ \ �6 46 (TYP.) \� \ \ \ \ \ \\ \ \ \ \ \ \ LTI cc 00 w - - 1 �`�s \ \' \OPEN PACE \ \0-1 I I \ CD TREE /� - 650 - g' SIDE P� 5 SO \ 3 •� 'I, \ 1 \ \ \ \ I I I 1 1 \ \ - _ _ 0 6gk 4 e- �� / \ J \ I I\ 1 I I I I / ' - - - 54 - - _ 54 52 6�8 \ _ . , . , - , / ®�'�h, o� / \ / �\ / `>E 1s.1_ SF � 20,0® // - ----- Q---gg--- '.-, - � o � / � / �.�,�v,�� \ 7\ �'�( .� �F ' 648 - _ - - O a 0 / � I I (FF - / _ 50 , q a, ` / IF, /�\ I \ I I I I I 55.9 © _ 646 - _ - - _ - 20,005 SF 48 ri h° / ,L / I \ \\ 11 1 I I \ ® FFE=653.6 - o / 20 053'SF 46 BFE=643.6 _ - - - / / 3 ➢ / / 3,718 64a" / -f E=656.9 _ _ 48 M,090 SF 48 20,001 SF _ _ - - - - - - _ - 48 / / / / / / i� / / I • I I ---- - 0 __-____ / \ I I I 1` FFE=6561 - - - 646 _ FBFE=645 2 44 _ 9 \ \ BFE=646.2 20,003 SF _ 44 _ _ _ _ - FFE=652.4 /// �642__---- 42 -� 20,010 SF _642 / 46 - - - - _ --EF€-649.3- 44-- ---------- -------- BFE=639.3 636 -38- 636 4- 71 �636- � � � `- /--- = -- -_� � � �� j // //�//' �� �i ��,/ j ` /ice /�� -\�� � X�/� � � \•�` \ 0 /47 7.847 AC 0PEN SPACE: E AC I _ _ J LANDSCAPING REQUIRED: 20% of Total Site Area of Canopy: 771,038 SF * 0.20 Q 154,208 SF m CC Street Trees: 1.5 -1.75 Large Shade Trees �_// ////// j/// /// //// _ �\`__-'' // � � - - � � ,,,,-- _---J/�_,-•\ \\ �\ � � ---- Along Available Road Frontage (-30' Each Side of Radius Return Per NOTES: 0' O.C.: )) @ B(15 1. Contractor to apply mulch bedding around all proposed trees and shrubs. VDOT App. B(1 LF 5 = 35 Trees 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be LANDSCAPING PROVIDED: pruned minimally and only to support the overall health of the plant. Total Canopy Area: Existing Canopy 3. Proposed slopes steeper than 3:1 shall have low maintenance ground cover, = 357,127 * 1.25(Canopy Bonus) = 446,409 SF specifically periwinkle or equivalent species. 4. Street trees shall be located 3' behind the back of curb, as shown. New Canopy: 11813 SF Total Canopy Provided = 459,813 SF SF Street trees shall have no branching below 6' above grade after planting. New Street Trees Provided: Oxbow Drive = 23 Trees Along all planting strips, the area between 2 and 7 feet above ground shall be maintained Crozet Avenue = 0 Trees 40 0 40 80 120 free of any obstruction that may block the driver's view. All trees that are damaged as part of extending Oxbow Drive shall be replaced. E t C - 46 307 T t I S-t A LEGEND o Autumn Blaze Maple ° Pin Oak Eastern Redbud ° Flowering Dogwood Existing Tree Canopy Claimed PROPOSED LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Height Quantity Canopy SF Total Canopy SF 0 Lar ge Shade Tree Zelkova serrata Green Vase„ Green Vase Zelkova 1.5"-1.75" Cal. 12 350 4200 o Large Shade Tree Acer x freemanii "jeffersred" Autumn Blaze Maple p 1.5"-1.75" Cal. 12 397 4764 ° Large Shade Tree Quercus palustris Pin Oak 1.5"-1.75" Cal. 12 370 4440 TOTAL SF: 13404 C� Q MW W � J Date 03 21 2019 Scale 1 "= 40' Sheet No. C5 OF 7 File No Scale: 1"-40' xis MY anopy - o o a � e rea All areas with slopes greater than 3:1 shall be stabilized with periwinkle or equivalent species. 15.006 0 0 ` 0 N� \� w ,Z z •� N N W E1 E2 E3 E4 E5 E6 w ^Z 660 660 Z w E� d 655 655 � Z o Q � d 650 650 w Z F V) 645 645 GRADE V N 640 640 0 JALL J 0) _ I [\ N \1 - Q 635 _ 635 Ix I > _KAIKI � F 630 630 _ W > w z 625 625 0 55 fo _ J z W� W � — — Q is--- -- --- > z elfM- N I 620 ~ 620 w 0) 0 _ — — — > 615 ��a, � 615 Ir Z > 610 00 610 ALTH 605 605 600 innair_11r 600 v JUSTIN M. SHIMP _ Lic. No. 45183 595 595 ��SSjONAL 590 590 ��� MMICEn 585 _ 'i 585 580 _1911> = 580 575 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 5 15+00 1;0�j7 W E E E p E o U E 0 U E 0 U ri-� STORM SEWER PROFILE: STM EI —E6 p C 6 SCALE: 1 "=20' Horizontal, 1 "=10' Vertical CO CO U) q) CO CO 2 2 10 0-0-0 660 E6 E7 E8 E9 660 655 655 CN D1 665 D2 D3 D4 665 � o N CD N CD N ACV N 2 N II II ri Co N N � 650B21 _ a 650 660 W 660 (0 0 _It t0 N t0 645UNIAUL ' PPOPOSED 645 655 N — - z to 640 640 650PRAPn 650 IZI N N 635 ULM - = W _ - _ 635 645 — —SW2 645 — — — ..- - - — < 630 1983 IF= - - 630 640 ° m - z - - 640 Z 625 625 i 635 z z / R V v 10+00 10+50 11+00 11+50 12+0035 620 620 3 STORM SEWER PROFILE: STM DI —D4 15+50 16+00 16+50 17+00 17+50 18+OD �C6,,)SCALE: 1"=20' Horizontal, 1"=10' Vertical 2 STORM SEWER PROFILE. STM E6— E8 C 6 SCALE: 1"=20' Horizontal, 1"=10' Vertical O Z L Z p U a w J � Q m Q W m a J � � Q Date 03/21 /2019 Scale N/A Sheet No. C6 OF 7 File No. 15.006 \\ \\ \ \ \ \ \\♦, \ \ I \ \ \ \ \ \\ \ \ \ \ \ \ F WM FACILITY `\ `\ \\ \\ \ \\ \\ \\ \ \ \ \ \\ \ \ \\ \ \\♦ EASEMENT \\ \\ \\ \\ \ \\ \\ \\`\ \ `\ \\ \\\ \ \\ \\ \♦. D.B. 5040 P.G. 389-403 SFMFNT \\ \\ I \ \ \\ \ \ \ \ \ \ \ \ \ \ ♦ \ / \� \ \ \ \ \ I I I II I I I \ \ \ \I I �♦ TO BE PLANTED WITH: g CANOPY TREES CAL. _ g UNDERSTORY TREE "r, \ ® 0.75"-1.5 \ g SMALL SHRUBS ` _�_-- 15"-18" HT • TO BE SELECTED FROM ALBEMARLE COUNTY APPROVED PLANTINGS LIST i \ i i Nt- 3357 SF MITIGATION AREA • - RIP —RAP oTLEVEL SPREADER �°TAPF�,• � - � I #57 STONE - - •� - • - . __________,., t, _ "' CONC. TOP / — 580.46 / \\ \ ` \ \I \ \ I I I I I I I I ► �` - EC- 2 • l y _ �I MATTING `•� `---------' ��� II o I I\ \ I I I I I I I I I \ I/ / / FLOOD PLAIN •` �. \\ I I\ I I I I I I I I I I I° \\ ES-1 \\ INV OUT 581.52 \� �0, 5 9- SEI-1 �I\ ♦ / / / III , I// Q� �P�NSPACE, / 80.9LF , I I I I I I I I I / / o / \ E4 HQpE 15" ' I X�II�� ��oTOP=$20.31 ' , I ! \ � , ;%' � ' ♦♦ �' � / I \ \ l 190 \ \ STM STR — E2 TOP \ =597.61/ /' / ♦ /' �/ RIP -RAP STORM OUTFALL AND LEVEL SPREADER E PLAN 1 #57- LEVB:&-W-iFffi D --I_ DA-0A4 AC — — — — — \ ' 13.0' ".,C" TDCATrn / 3 LEVEL SPREADER D PLAN C 7 SCALE: 1 "=10' PONDING TOP #57 STONE WOOD TOP 643.65 643.45 15" HPDE 15" HOPE PIPE 0 3" LAYER OF LEVEL SPREADER LIP o "� #57 STONE --�-- - 3' WIDE STRIP OF FILTER FABRIC - � - ��� ��� _,ii_IT-III- �• RIP —RAP CONCRETE 4 LEVEL SPREADER D DETAIL (-, 7 SCALE: 1 "=10' CON C. TOP 580.46 RIP -RAP / I I I •`110 SF / Forebay I 152 I 3" LAYER OF - #57 STONE 3' WIDE STRIP OF FI' #57 STONE LEVEL FADER E DA-IA7 AC -_ -f - PRIVATE SWM FACILITY MAINTENANCE EASEMENT PONDING AREA TOP 579.77 LEC-2 ' MATTING A # / V PONDING TOP �\ 579.77 _ — _ — CONC. TOP 580.46 LEVEL SPREADER LIP o --Tr- i-- RIP —RAP 0 M RILi P RAP SCC 1 CLASS I RIP RAP #57 CONCRETE STONE FOOTER 2 LEVEL SPREADER DETAIL (' 7 SCALE: 1 "=10' p� �ALTH O � v JUSTIN M. SHIMP Lic. No. 45183 o��SSIONAL ���