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HomeMy WebLinkAboutSDP201800003 Plan - Submittal (First) Letter of Revision 2 2020-08-17LEGEND EXIST NEW DESCRIPTION 165 TC x 125 Tc TOP OF CURB ELEVATION 165 x 12 SPOT ELEVATION 165TW x 125TW TOP OF WALL ELEVATION 165BW x 12Bw BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER Ro RD ROOF DRAIN SEWER LINE sw 6N, WATER LINE GA— GAS GAS LINE a+E SHE OVERHEAD ELECTRIC WIRE —ucE — uGE UNDERGROUND ELECTRIC —air— OHT OVERHEAD TELEPHONE LINE ucT ucr UNDERGROUND TELEPHONE LINE ---- ---- GAS CONDUIT El [ C11 DRAIN INLET (DI) O O STORM/SANITARY MANHOLE C E PLUG GWV &wv WATER VALVE & BOX ♦ 4- FIRE HYDRANT CM®" WATER METER I IrHT POI F ,am 4= UTILITY POLE PROPERTY LINE ADJACENT PROPERTY LINE _______ VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT -- CONSTRUCTION EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT — — — — — ACCESS EASEMENT STORM DRAINAGE EASEMENT —"'— GAS LINE EASEMENT LANDSCAPING EASEMENT -- TREE LINE FENCE _• STREAM 312 — 12 — INTERVAL CONTOUR 300 — oo — INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CO-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP © ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 0 o PARKING COUNT — CROSSWALK ?X����� HANDICAP ACCESSIBLE AISLE ® CG-12 HANDICAP PARKING LETTER OF REVISION #2 FOR HAN5EN ROAD CHURCH TMP 07800-00-00-073A[5, SDP 201600003 RIVANNA DISTRICT, AL15EMARLE COUNTY, VIRGINIA IMAGE PROVIDED BY GOGGLE MAPS T X Q ET C I -COVER SHEE SHEET C3 - EXISTING CONDITIONS * DEMO SHEET C4 - EXISTING EASEMENTS E-�Cj �bRVIEW / SIGHT DISTANCE LINES SHEET C2 v - SITE PLAN SHEETS C3 * C4 Gg - GRADING PLAN SHEETS C5 * CG 't F�9 -LANDSCAPING 0 SHEET C7 ISHEET I U _LIGHTING PLAN SHEETS C8 * G 1 2 - DRAINAGE MAP Sh+EE'F�C 1`3� `S�ORYviP1T3E�P1�0 F I LES AND DETAILS SHEET C 14 - WATER * SEWER PROFILES AND DETAILS SHEET C 15 - SITE DETAILS SHEET C I G-1 9 - RETAINING WALL DETAILS SIGNATURE BLOCK DATE CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL OWNER / DEVELOPER Owner: Point Church 1428 Greenbrier Place Charlottesville VA, 22901 Developer: Core Real Estate and Development 195 Riverbend Drive Charlottesville VA, 22911 ZONING Planned Development Mixed Commercial Entrance Corridor (EC) Steep Slopes — Managed Parcel, Owner Impacted by Site Plan: 78-73AA, Albemarle Land LLC 78-73B1+, Hansen Road Professional Center LLC et al. 78-3A6+, Virginia School Boards Association et al. Original Approved ZMA 1998-20 Amended ZMA 2002-08 ZMA 2018-2 Owner Subject to Four Party Road Improvement Agreement dated 09/21/1998, Deed Book 1899 Pg. 402 LEGAL REFERENCE TMP 07800-00-00-073AB — DB 4416 PG 460 DB 4786/17 PLAT BENCHMARK Benchmark for topographic survey is the top of a sewer manhole located northeast of the site. Elev. = 536.95' Datum: NAVD88 SOURCE OF BOUNDARY & TOPO Boundary & topographic survey information provided by: Commonwealth Land Surveying 319 Rio Road W Charlottesville, VA 22901 2/6/17 Additional topography provided by Albemarle County GIS BUILDING HEIGHT Maximum: 65' Floors above 40' or the third story shall be stepped back a minimum of 15' from the front of the building. Proposed Height: (Church) 34' SETBACKS Front Max: 30' from right of way or exterior edge of sidewalk if outside right of way Front Min: 10' from right of way or exterior edge of sidewalk if outside right of way *Note: Setbacks shown on the plans are measured from the private street easement from both Rolkin Road and Hansen Road Side & Rear: Adjacent to RA district boundary, residential, or Monticello Historic District Building Min. 50', Max. None Parking Min. 20', Max. None Adjacent to commercial or industrial Structure shall be constructed and separated in accordance with current edition of Building Code. EXISTING USE Vacant Land PROPOSED USE 28,246 SF Church with Associated Parking FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO289D), this property does not lie within the Zone AE 10Qyear flood Plat. WATER & SANITARY SERVICES All water and sanitary sewer services are to be provided by Albemarle County Service Authority. Bockflow prevention measures shall be installed in accordance with ACSA Standards. WATERSHED This site is not located within a water supply protection area. LIGHTING Proposed lighting and photometrics are included on Sheet C10. LAND USE SCHEDULE EXISTING Area % Road 29,833 SF 11.15% Sidewalk 10,839 SF 4.05% Open space 226,863 SF 84.80% Total= 267,535 SF (6.14 ac.) PROPOSED Area % Building 11,402 SF 8.19% Pavement 109,816 SF 78.91% Walkways 17,948 SF 12.90% Impervious area 139,166 SF 52.02% Open space 128,369 SF 47.98,% Total= 267,535 SF (6.14 ac.) SIGNS All signs shall conform with the MUTCD Guidelines. ITE TRIP COUNT Trip Generation Manual, loth Edition AM PM Use Description I ITE Qty in out Total in out Total Church Sunday Peak Hour 560 28246 sf 142 153 295 Church Weekday 560 28246sf 10 8 1 18 16 10 25 REQUIRED IMPROVEMENTS 1. In the event that the owner of the adjacent property TMP 78-73A1, which holds a stormwater easement across TMP 78-73AB as shown on this site plan, were to damage or destroy any of the required improvements shown on this site plan (including but not limited to parking areas, access aisles, curb and gutter, retaining walls, landscaping, as well as storm drain pipes and structures) the owner of TMP 78-73AB would be fully responsible for the r nstr n o e im eme or olation of his e plan. 2. Upon completion of path, its location must be surveyed and a 6 ft access easement must be recorded around its exact location, along with a i maintenance agreement, prior to obtaining the `certificate of occupancy. NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. VIRGINIA DEPARTMENT OF TRANSPORATION 1 �pprox: Sign cation a -Z�/ 24. / � 18.0' m o'- STRUCTURE Al RELOCATED APPROXIMATELY 50' DOWN a N „ �' HANSEN ROAD (, a_ U - u `fl y c a Y a O sx `o N � Q o o UM R BL ,./ N Ex. GiantPnt s-1 p/ c) ro X TWO C S ACES Co CD R7-8 SI NS 0 RELO ATED. KEEP C 28 ris rs / a AND STIR0.5' RETAINING WALL ( e ch A2 THESPACT MAX HEIGHT 5.5' / o T an ormer pad A3 // MR NEW 6' CLASS A TYPE 1 - LOW MAINTENANCE PEDESTRIAN PATH PER B.I CO. STANDARDS AND DESIGN MANUAL REVISED L: ATION ADJACENT T II RB IN SOME ARE O i� • • •1,743 ace SF �' n LETTER OF REVISION NARRATIVE: 1. TWO HANDICAP PARKING SPACES WERE RELOCATED. THE PARKING AREA IN FRONT OF THE CHURCH BUILDING IS NOW A LOADING AREA WITH ONLY ONE HANDICAP SPACE. A NEW CG-12 & TWO RELOCATED MUTCD R7-8 SIGNS IN NEW LOCATION, 2. THE PARKING CALCULATIONS HAVE BEEN UPDATED ACCORDINGLY. TOTAL CHANGE OF THREE LESS PARKING SPACES THAN IN LETTER OF REVISION 1. 3. THE PEDESTRIAN PATH ALONG ROLKIN ROAD IS RELOCATED ADJACENT TO THE CURB IN CERTAIN SECTIONS. THE EASTERN PATH LOCATION HAS BEEN REVISED SINCE THE PREVIOUSLY APPROVED LETTER OF REVISION. 4. GRADING IS SLIGHTLY REVISED ALONG THE NEW PEDESTRIAN PATH WHERE THERE WAS ONCE A DITCH SPECIFIED. 5. PROPOSED STAIRS FROM HANSEN ROAD TO CHURCH WERE REMOVED. 6. RELOCATION OF THREE SHRUBS NEAR SANITARY MANHOLE SX1. 7. SANITARY LATERAL FROM CHURCH RELOCATED. 8. STORM STRUCTURE Al MOVED DOWN HANSEN ROAD APPROXIMATELY 50 FT. 9. DRAINAGE MAPS AND LD-204 CALCULATIONS WERE UPDATED WITH THE RELOCATION OF STORM STRUCTURE Al. 10. A RETAINING WALL (MAX. HEIGHT 5.5 FT) WAS ADDED NEAR THE CHURCH BUILDING ALONG HANSEN ROAD. 11. LANDSCAPING ISLAND IN LOOPED DROP OFF AREA REMOVED. ONE TREE AND TEN SHRUBS WERE RELOCATED TO THE SLOPED AREA BETWEEN THE DROP OFF LOOP AND THE PARKING AREA EAST OF IT. 12. ONE ADDITIONAL STAIR ADDED ALONG SIDEWALK AT TOP OF LOOPED DROP OFF AREA. :. GiontPntps-' 6 13. SIDEWALK AROUND LOOPED DROP OFF AREA EXTENDED TO EASTERN PARKING LOT. 14. SIDEWALK EXTENSION CAUSED RELOCATION OF TWO SHRUBS. 15. NEW BOLLARDS ADDED ALONG STAIRS LEADING TO CHURCH FROM ROLKIN ROAD. BOLLARDS CONTAIN 1600 LUMEN LIGHTS. THEIR LOCATIONS & SPECIFICATIONS ARE SHOWN ON THE UPDATED LIGHTING PLAN. 16. STREET TREES ALONG ROLKIN ROAD WERE RELOCATED BEHIND THE ADJUSTED PEDESTRIAN PATH. OTHERS WERE RELOCATED CLOSER TO THE REVISED PATH. 17. A NOTE HAS BEEN ADDED TO THE COVER SHEET UNDER "REQUIRED IMPROVEMENTS." 18. TREES BETWEEN STORM STRUCTURE C2, STORM STRUCTURE C3, AND THE RETAINING WALL WERE SHIFTED TO PROVIDE GREATER SPACING. 19. A BUMPER BLOCK HAS BEEN ADDED IN FRONT OF THE HANDICAP SPACE IN FRONT OF CHURCH. THE BUMPER BLOCK DETAIL IS INCLUDED ON THE GRADING PLAN SHEET. TWO NEW HC SPACES INANS IN PLACE OF THREE ❑ 9x18 SPACES ADD CG-12 RAMP & 49 7- SIG TELEPHONE PEDESTAL ADDITION 0 STAIR TO MATCH STAIRS ACROSS 88 , CG 30 - 9'x18' parking s ace v P s® %k11, �r 1 s / 5,059 MAIN WallsBetween 28,246 SF M EZZANINE P'cyground Area a a ISLANDCURB ONE WAY SIGNS REMOVED` • • •• • tom` �'• , �... o ' ■�IIwea -w�� aeeii���s w� s�.�..•nr w���' w�_®w�w�es w®"wrs�w��. • :.. _ • parking spaces:• P G�_i SPEED LIMIT 25 MPH OUT 496.58 �ee Se Road ction Detail 6/C15 ROAD IMPROVEMENTS TO REMAIN WITHIN 50' ACCESS EASEMENT awitir��. min. 20' required) 2" handrails on all retaining walls. 30 - 9'X18' Parking spaces 9.0' 12C C 36 - 9 x18' parking spaces a ;2 n P cc ete Wall . ,6R 0 X. EDGE OF PA TELEPHONE 60 PEDESTALS OELECTRIC TRANS nRnn 3' Separation Between Walls y o 0 1 U w �a v NW Q W Z Wa vZ W wI a z o �� W a® w z F N 0 N F w WQ W m w 0 Wo W m� N Q It = U 0 v ST M. Sid No. 5183 o��SSIn•rwr 10C `•, o C�D3 12 0 ` 20 Sm por crete / o: r:.: C' w C 2 V o 12.5'R Stop Bar (Ty p /LL �e�bac a / ZQ 0 guaa r� oa V ae / / 0 Max"�U� ,e oV oe�e �a �ea� 3o a W u / W J :;... X LL ::: . �::•::• 1486.93 / y •;y • . N: 481. / `xs � 3'R OUT: .03 / / dN: 478.95 Uj J W Q i �� J Date 06/08/20 Scale 1 "=30' Sheet No. 30 0 30 60 90 C2 OF 9 File No. SCALE: 1" = 30` 16.025 o > ` 7 0 ww to r Z N i I � � ' I I IMITS OF FIELD SURVEYED TOPOGRAPHY IIN 3.07 F I I \ 0 T 522.8 II I 'TREE' PROTECTION FENCING 530� STAINING WALL A MAX. HEIGHT 6' T t IN MANAGED SLOPES AREA / / 30 1 r JJJJ r w PPP 31.1 / � \ r A.51g � v� �9.N � v x. GiontPntps-1-6 x \ \ s3 7�\ 35.5 \ 520 31.67k �Z �Z w w a 0 T Q � u=i wz � w F BUMPER BLOCK DETAIL Q IN FOR HC SPACE IN �i IN m FRONT OF CHURCH q F IN N w Q w w > W �w iJ 0 N w =w 0 a� w nj� NQ / m U a`' /�HO ST M. SHt1 No. g5183 �R kiS'SIONAL 10y � �EST 1 w5 i ELEC .8� 1 4 \ I � \ \ \\ \\ 30' RM L - I I 30. I eta I v M 1�4�°�� .-� I / CP STRUCTURE Al RELOCATED + + \v, 2.48 APPROXIMATELY 50' DOWN- HANSEN ROAD �0 520 4b / 30.0 09U 5.80 t sx ` C� c) \ 4. / ' \ Ex. Gi tPntpsI �l-.' 1v / TWO SPAES ---�� V �o CD R7-8 SI'Q,NS� 29.5 .' SPAC AND 6F1 E ETAINING WALL B MAX.�� - - j _ �/ �� �' / � ,' /' / b� EL ED. K) E RETAINING WALL gIp ELECTRIC - - , �i/�' / ' ���_ _ ✓ /! TREE PROTECTIONCD r /. / x T TWO NEW HC SPACES - T - __ /��// �.�/� _-- i /' / 6i o rn MAX HEIGHT 5.5 ��� - y� : / a T 3'IN PLACE OF THREE x� / l 31. _ - i o ox �9x18 SPACES ❑ �� i EIG / r I ' i / TAtNINC WALL C vfAX. H / ----- / �� - IN )kANAGED SLOPES AREA � ETAI 'p ' / x ADD CG-12 RAMP & G �- - - / i 4 I G NALL % , 0 2g--- - i - - - _ ® � .85 � 1:_ � UT R7- SIG TEL _ � /i �� / -�'� � � % ' �' W�t1.0 512,D' /�� ��. .. �EUESIAL ADDITION OF ONE - --- /- - - --- - x STAIR TO MATCH - --_ STAINING WALL MAX. HE�H� Fa��-/ IN MANAGE6-SLHPE-SAREA Q a STAIRS ACROSS Ell T 9' — -- - RAVELWAY Fs -- - ---- CD . s v_ --- — - - \ o3 N 2g:24 30:1 / _ W3 - ' j'� _ i r 5 w - 7W36, 30 � W -__-- _ OTW34.0 512 °"— w _ 41 SANITARY �vv�v� Q' 50LATERAL 02. L 28 RELOCATED 510 I \ 17.5 ' BWis.o 28 �'� �27 � �2p ' TREE TRANSFORMER A � PROTECTION FENCI �1,313�F LOWS,, — — — — — — / X 1,059 '_ - MAIN — 0 MEZZAN 2:. LL 27. / 28 I — y / � � ,246 SF NE I , I � � .L. 5� XtZO--- _ -- 22 5 0.WALK EXT 16, 1 y APPROXIMATE \ - - WAY SIGNS REMO'HE o Q - ?- - _ _ / c' i \ , L06AIION ADDED- - - - - - - - - - - - - _ ® _ — - _ _ / / / / i � I - / - - -- - -- , - , - p - i ob Lu B7 — — 5 OUT: 4 0 _ - - - - _ _ _ - a - I 6.93 / / 0 G r N: 496, _ - I N: 491.4 - - - _ - 1 ..... � /� - (TYP�ET. L � OUT48 ..03 i UT: 491. ........... ..... ..4.................................': `':: '::... /' . 478.95 Ld • ....JIM ANAGED GH \ CG- IN: 488.76 / \ IN: 492.2 EDGE OF PAV / ✓ / J 00, 488.66 RnI KIN ROAn\ OUT: 484.43 NEW 6'CLASSAT 1 -LOW SPEED LIMIT 25 MPH ) /�' -�- M TEN NCE PEDES RIAN PATH \ \ PER CO. STAN ARDS AND Date DESIGN MANUAL 3 - / L REVISED L TION A4JACENT T ,�- __-- ----- ___------- __ � ' / 6/08/20 R-8 S ME ARE OU 49658�_----------------- - </ / // Scale ---T------------------------- Sheet No. 3 - T 30 0 30 60 90 C3 OF 9 File No. SCALE: 1" = 30` 16.025 / Illlb I 1J � I ' I � I 1 I I i / l / X ND U ERD B//i/'�// IVAil TREE PROTECTION FENCING/ / TREE PROTECTION FENCIN ktNING WAAL IGE NI WA -- --� �5120 i SLIGHT REVISION TO GRADING ALONG PATH DUE TO REVISED PATH LOCATION. NO CHANGES TO TREE PROTECTION FENCING'/� DRAINAGE PATTERNS OR STRUCTURES. / / 30 0 30 60 90 SCALE: 1 " = 30' I it ,I I II I I I i I I I I 1 1 I 1 1 I I I � \I•II I I ` \EE PROTECTION FENCING THREE SHRUBS RELOCATED — .. � I / 1 PROPOSED LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Plan Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy Reference in 10 Yrs SF 0 Large Deciduous Tree Quercus alba White Oak 2.5" 25 22 243 6075 ,�'j f��`y} Large Deciduous Tree Quercus bicolor Swamp White Oak 2.5" 25 20 299 7475 G• )G Large Deciduous Tree Fagus grandifolia American Beech 2.5" 4 20 227 908 (,"(�j Large Deciduous Tree Acer x freemanii Autumn Blaze Maple 2.5" 8 20 .397 3176 Large Deciduous Tree Ulmus americana cvs. American Elm 'Valley Forge' 2.5" 9 15 397 3573 Large Deciduous Tree Liquidambor styrocifluo Sweetgum 2.5" 8 15 249 1992 Broadleaf Evergreen Magnolia grondiflora Southern Magnolia 3-4' Ht. 12 14 54 648 [yy� Broadleaf Evergreen Juniperus virginiana Eastern Redcedar 3-4' Ht. 12 14 16 192 Broadleaf Evergreen Pinus strobus White Pine 2.5' 26 24 118 3068 s?71�C Evergreen Tree: Tsuga conadensis Eastern Hemlock 2.5" 5 10 16 80 ii g, Small Flowering Tree 9 Magnolia vir iniona 9. 9 Sweet Bay 6' 26 10 113 2938 ,,�� Magnolia Small FloweringTree 6ersis canadensis Eastern Redbud 6. 15 10 124 1860 O Broadleaf Evergreen Shrub Magnolia grandlflora Little Gem 6' 60 22 82 4920 'Little Gem Magnolia O Broadleaf Evergreen Shrub Myrica penslyvanica Northern Bayberry 24" Ht, 60 3 18 1080 Broadleaf Evergreen Shrub Ilex vomitoria Youpon Holly 24" Ht. 60 3 16 960 Deciduous Shrub Fathergilla gardenii Dwarf Fathergilio 24" Ht. 60 Low Maintenance Ground Cover 1 Southeast Native. Grass Seed Mix ,866ac Low Maintenance Ground Cover 2 Southeast Wildflower Seed 101b Mix TOTAL SF: 38945 LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED, SITE AREA 267,535 SF x 10% = 26,754 SF CANOPY REQUIRED: 26,754 SF CANOPY PROVIDED: 38,945 SF CANOPY PROVIDED STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) — 40' O.C. PARALLEL TO ROAD HANSEN RD — 396 LF/40 = 10 ROLKIN RD — 1,320 LF/40 = 33 ROLKIN RD (OFF PROPERTY) — 428 LF/40 = 11 REQUIRED 54 LARGE SHADE TREES PROVIDED 54 LARGE SHADE TREES 11 ALONG HANSEN RD & 45 ALONG ROLKIN RD. NOTE:TREES OCCASIONALLY NOT 40' O.C. DUE TO SITE RESTRAINTS SUCH AS 'SIGHT DISTANCE TRIANGLE' AND EASEMENTS. THREE PRESERVED TREES ALONG ROLKIN COUNTED TOWARD STREET TREE CALCULATION. INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA. 46,281 SF X .05 = 2,314.05 SF REQUIRED 2,314.05 SF OF LANDSCAPED AREA PROVIDED: 9,106 SF OF LANDSCAPED AREA LARGE SHADE TREES (2.5" CAL.) 160 PARKING SPACES (16 / 10 = 16) REQUIRED 16 LARGE SHADE TREES PROVIDED:16 LARGE SHADE TREES SCREENING SHRUBS — AS NECESSARY TO MINIMIZE APPEARANCE OF PARKING & AND RETAINING WALLS NOTES: 1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and mulch bedding around shrubs. 2. All other landscaped areas shall be sodded. 3. 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 pruned minimally and only to support the overall health of the plant. 4. All landscaping and screening shall be maintained in a health condition b the current owner or property P 9 9 Y Y P P Y owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 5. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 6. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 7. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. MAINTENANCE: • LOW MAINTENANCE GROUND COVER —The best time of year to mow is during the fall through late winter. Mow on a three—year cycle where 1 3 of the area is mowed each year. Do not mow during the spring or summer Y Y / Y 9 P 9 months because of the nesting season. When mowing, cut grass no lower than 6 inches and allow stubble to remain until spring to help insulate plant roots and provide cover for wildlife. If native warm —season grasses are / cut lower than 6 inches during the active growing season, the stand will be reduced significantly. / — PLANTING GUIDE 'AMERICUS'INDIANGRASS Sorghastrum nutans USDA—NRCS Jimmy Carter PMC / Americus, Georgia / SEED MIXES: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) — Mix the following seeds: • Kentucky 31 Fescue (Festuca arundinacea) — 100 lb/acre, Red Top Grass (Agrostis gigontea) — 20 Ib/acre,Virginio / Wildrye (Elymus virginicus) — 20 Ib/acre, Little Bluestem Grass (Schizachyrium scoporium) — 20 lb/acre, Purpletop (Trideis Flavus) — 20 lb/acre, and Broomsedge (Andropogon virginicus) — 20 lb/acre, Indian Grass (Sorghastrum nutans) — 20 lb/acre. SOUTHEAST WILDFLOWER SEED MIX AMERICAN MEADOWS INC. — The mixture includes: v c • Al • •; + •• • ••• •• • • • • • • • •• a •• • • .• HANSEN �r • 1 • • • ' -%Jj��f I�IiII'� • /h\ `ivj, 11'. 1 •1 1 / r • •• • • • .• • • • •• •e a ••• • ••• • •e • • ' • • • - e •• / 11 r• it C i I 7 I � F � � �� � • � II � 1 Ib !' � •rah I I. e • • a �- � � � \ �/ / / a sKENNS -NATIVE FLOWER SEED MIX �� �{� �i�?��qj=iVja1�` �� �� �,� !i! - , • • • • �� �r � �\ a �� �� � �` �9 � \�7� � j� pp I► �I; a f • v a�o����c A t� �� � � � � � �•�"1\������.?;: \ alb 'i`�li�� ���j�i�l�l►' i i�1%`, s _ _ 'Mimi �..L_ _� IIYs �y�.,�, ,� �,►-� - <.R p a­IVU --- --+s'• o- s �Tr�'i �+`�' - i`�H �'"�-as. r3-`�=�Ji=` VAIN MAE�� s ��I�%� �► _�����_ �rdr"i'�j" � �. �5� OW .o au vrao• sego rmNM 1.w•l r_mee Ivaree omen aou�ee vme �.m v®cs ee®, meew: ms� �eY .�. � �� 9$� �• wt0�1� fA , i�W t .= _dal6E9�A 4AA Ya i o�ll�a w._e� X+!�■ �Ih i`:w1EEE BG��'�1 _ � �EIA� J4E9 d�9.7.�1611 �°'w au � - •�� �,,' e9.� :��\-V dBoYY :!_� 'm\'i!1 mMe! ;A E wR� ." •"'•1 9p•'- � _ �_ �� `-. �s®1.��1� \!Slsi.���•�OI��L�/�I��V�OSA A.�Y�1r0�� wfi� ������ er1! � Seri+®vo �vesrr►��er�wa�'svi►*_�iivi�r=r���►a��� .—_ ��e�w� ��e< _as���\sw`�r�w��;�I� �d�llJ`J►► _ Jar_ ' __NMI % — ':t�-•���r�. �, ��` TWO SHRUBS • I � �j''��y�Fs[✓afas•w1s®_ �e�f��w��l�.�si®!S ��eaE����yl�l�i✓•_-- � u���raRi'e•�!_u® - -: _- _ - _ -.r ��.. � � -_-�• r / A TREE PROTECTION FENCIN OfNING WAL -C- IG E — 8—S EJ NI W' //// TREE PROTECTION FENCING'/� / / / / / / II16 I I SEE PLANS FOR EXACT LAYOUT. SPACE / I PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS J NECESSARY OR AS DIRECTED BY t LANDSCAPE ARCHITECT. 0`�P 64 \ ll n 0 MULCH 2" DEEP IMMEDIATELY papa / AFTER PLANTING AND WATER THOROUGHLY. 9 1 � n I PLANTING PIT. PREPARED SOIL FOR SHRUBS / I I SOIL SURFACE ROUGHENED I TO BIND NEW SOIL I I ' 1 SHRUB PLANTING DETAIL C9 Not To Scale I � SET TRUNK PLUMB. SEE PLANS. FOR EXACT LAYOUT AND -/ SPACING. .. 11 i X ND U ERID ELO E / i- / / TREE PROTECTION FENCING f//��✓//// //// ARBOR TIES, OR SIMILAR 1-1/2" SQ. OAK STAKES SET 180 DEGREES APART FINISHED APPLY 2" OF WOOD CHIPS AFTER PLANTING AND WATER THOROUGH 4" COMPACTED EARTH WATERING BERM SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM GRADE y SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND TOPPED SOIL BERM 4 HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" p OF MULCH ON TOP OF ROOT BALL. Z EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT 'EQUIREiTiENTS, PLANTING SOIL, AND 7LANTING SOIL AMENDMENTS. so REMOVE BURLAP &STRING FROM TOP 1/3 OF ROOT BALL ' TWO TIMES UNDISTURBED SOIL BALL DIA. (MIN) 2 TREE PLANTING DETAIL C1 Q Not To Scale 1992 FENCING AND DRIP LINE BOARD FENCE ORING CORD FENCE r"MA �PLASTIC FENCE CORRECT METHODS OF TREE FENCING �• +' so — CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSWC III - 401 3.38 Plate 3.38-2 CIL ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND. THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL III III III 11 F III- ,I -1-1 I-1 I —I I 3X WIDEST DIMENSION OF ROOT BALL 6 )TREE ON SLOPE @ 25% C1 0 Not To Scale 4:1) to 50% (2:1 County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) I. The following items shall be shown on the plan: Trees to be saved; Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 6 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 10 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplineS of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: N Such devices shall not adversely affect trees to be saved. 6. Fires: 10 Fires are not permitted within I DO feet of the dripline of trees to be saved 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall he provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: e Protective fencing shall be the Iasi items removed during the final cleanup. 13. Damaged Trees: ■ Damaged trees shall he treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE,OEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION n- 1 7 REQUIREMENTS, 06/13/2018 CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 0 U ST M. a No. 45183 / ��SSIONAL ECG 30 0 30 60 so K�4�TREE PROTECTION FENCING (TP) (�5�CONSERVATION PLAN CHECKLIST SCALE: 1 " = 30' C C Schedule Manufactur Catalog Number Light Lass Symbol Label Quantity Description Lamp Filename Wattage Factor er Number Lamps 6 PHILIPS ECF-S-48L- ECOFORM AREA LED LED 1 ECF-S-48L- 135.1 1 GARDCO 900-NW-G2 ECF-SMALL, 48 LED'S, 900-NW-G2- -4-HIS 4000K OCT, TYPE 4-HIS 4-HIS.IES A OPTIC, HOUSE -SIDE INTERNAL SHIELDING 2 PHILIPS ECF-S-48L- ECOFORM AREA LED LED 1 ECF-S-48L- 135.1 1 GARDCO 900-NW-G2 ECF-SMALL, 48 LED'S, 900-NW-G2- -5 4000K COT, TYPE 5-HIS OPTIC, NO SHIELD 5-HIS.IES B 7 LITHONIA KBA8-LED- KBA8 WITH 3 LIGHT LED 1 KBA8_LED_ 22.0 1 LIGHTING 12C-530-40 BOARDS (12 LEDs), 530 12C_530_40K C -ASY-MVOLT mA DRIVER, 4000K COLOR TEMP, AND ASYMMETRIC OPTIC _ASY_MVOLT IES NOTE: 1. All pole mount fixtures shall be mounted at a total height of 15' from the finished grade which includes the pole base, unless noted. 2. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shield to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads a property in residential or rural areas zoning districts shall not exceed one half footcandle. 3. New free-stonding pole mounted light fixtures (and poles) and new wall mounted fixtures shall be a black finish. PHILIPS G GARDCO ECF-S small Ordering guide Project: Location: Cat.NO: Type: Oty: Notes The Philips Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 26,400 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY '• Number Drive 1.11100 - Dlnunmgcontrok Motion sensing F Photo-sanft 0 Electrical 0 Wmluake Prefix of LEDs (cement Generation Mounting DNMhulion 0== Vattap Fkdsh ECF-S ® 00 W-G2 = HIS O Ei 32L 530 Anti All Type2 120 12UV DD 0i External IMR13 PCB Fustry Square Pole Textured Ecolrorm 321EDs 530MA WarmWNle Ann Mount 208 20BV mmming(byalhersy Integral with Photaantmi Adapter 2Type2 fl Smile OK Black stteandarea, (2 modules) Too 3000K. 70CRI estandi 2.90 formed 240 240V Di Dual Ooddl Controls #31ema Button" (0,2P.3471i Included in WN White small 700MA Generation2 Ieh90' 277 277V FAWS Field Adjustable a IMRD TIRDS R OaOle sWderd B2 Bronze Lg Neu Rotated 347 34N SW Interfacemodule Int Iwim Tw%ILttk RD0.24D.40DVAE)' Product IWY Dark Gm 1051 Neutral Where mounilawin92-270 right 270' 400 480V for SiteWOeao #71d, Receptacle Mafle 70 A1Gl MediumG ray 77A 40o0K, 70CR1 kremus9 Idh must UNV 120-277V LLC2 Integral motlule IMF Spina Pal°Mau^t Wsl^R Terminal 1201 Generatki be ordered Typ03 (50/601W wkh#2lens'• pdemoumed TLRW Block' Cudomersped#ed FP7 Sin81e seParaM y Hi 347-480V LL[3 Integral module motbnsemar' Twat Lack D2Q27/3a7VAC)' RPA 3T 3 RAL Specify 48L 900 CW-G2 (See P90 Rotated (50/60H4 with#31emu (seeaaessodW Receptacle Double Round Pole optional 40 LEDs 900mA Caol White paessaries) kN90' LLC{ Integral module )Pitt" (FP220 R08.240, 480VAC)' Adapter color or RAL (3 modules) xlCm SF 3.270 Rotated with #4 kns1° TUPC FP3Nil CenedWDouble ftito3'-3.9' Cus RAL7024) CC Cumommbr I 1D50tM Generatlon2 Genera Sip FltW dght2]0 DyngOknmilin mnatic TwW Lttk Pull(200,240, 480VAC OD. pole)" (MNSleippN 11A ROOmA Mount" Tme1 Profile ramming Receocell s HIS for (6tustigledom 4T 1 photocell Suryeproggs#pp Internal ter required requIr CS50 SafetY50% gA 900 OD.4mN 4-90 Rotated Dimrning.7hours' (1okAstandad) Homing Wtorychu be 64 LEDs Scroll � left 90' CM50 Median 5Pt Increased 20kA Side Shield' (4 modules) lA Wall mount 4-270 Rotated Dlmming.8Murs' 1o50mA with surface dgM2]o. CE50 Emtmmy50% corm Dim n8.9hmtrs' rear entry TV"5 DA50 AIINIght50% Permitted 5 Type Dimming, RAM 5W TV" C530 Safet,30% Relro6tarm Ape Dlmming.7hours' himmakR' Auto Front Row CM30 MedW 30% AFR-90 Dlmmingetrours' Auto FOm Row. CE30 Economy 30% RmedleR9D. Dlmdnn8.9hours' DA30 All Night 30% AFR-270 Dimming' Auto From Row. Rotated right 270' 1. Available only on 120.208.240. and 2" (or UNV) 0. ECF Ilequlppedwith out- boarded semor homing when 13. Available only on 120V and 277V 2. specify Voltage voltage Is 1(347-41 14. Not available with 0i IMRI3. IMRD. SW. i and CS/eM/CE/DA 3. Not available with 347 or 4110 voltage 9. Mouns, to a 4' round pole with adapter Included for (DynaDimmerl. or SWO tics 4. HIS not available with p p square lee. q Potee. 15. T DS/7option not available with tJA Iii TUK or DOC, S. DDis required for ucR Dimming leads are supp0edthrough back of with SFantl WS. RPAspravltled with black 10. Nosh Max aiming anot 45'.Works NEMApho 3EMA Spin page) luOC orderedablewitha, fimshstaMmd standard aycledwith rderindimming. NEMArecepladelf ortledng with of re and and.Mmtbe 6. DCeand LLQYB/4 not avaiWble with any other controls the IL ❑mKedtoamaxanumol CWCMiDnotbecIN IM DD.CSICM/CE/DA.IMRI and IMRD. 7. TB notavallablewithDtt withdegrees y otherngabovehorns with 125Wopnon not available control and SW-IMW reporter opinions Maptlon of IMRI3.IMR1]antl SW-IMRD motion respome optiom f ECF-5_EcoForm area small 03/18 page l of EIGHT FIXTURE SPECIFICATION KBA8 LED LED Specification Bollard *0.0 +0.0 +0.0 +0. +o.o + ■ 1 *0.0 0. *0.0 *0.0 *0.0 *0.0 *0.0 *0.0 *0.0 *0.0 Specifications *0.0 +0.0 *0.0 +0.0 +0.0 *0.0 *0.0 +0.0 *0.0 H B" Round *0.1 *0.1 *oa `o.o *0.0 +o.o +o.o +0.0 +o.o +o.o (203 an) Height: 42' (ifM.7 cm) *0.3 *0.1 *0.0 *0.0 *0.0 *0.0 *0.0 .0 * .4 Weight 27 Itr5 (max): (1225 k91 *1.0 +0.8 .5 +0.1 +0.0Z0.00.0 *0.0 *0.0 D I- *1.5 *1.0 *0.7 *0.3 *0.. +0.0+0.0 +0.0 So.2 *0.0 +0.0 + + +0.0 +0.0 +0.2/00+000 *0.0 +0.0 +0.0 �0. *0.0 *0,0 +0.0 *0.0 *0.0 +0.0 +0.2 +0.0 +0.0 +0.0 *0.0 *0.0 +0.0 Catalog Number Notes Ilh the Tad kcy or mouse o'narm, n pogo to a.- anima 5va eferm door, Introduction The KBA8 Bollard is a stylish, fully integrated LED solution for walkways. It features a sleek, modern design and is carefully engineered to provide long-lasting, energy -efficient lighting with a variety of optical and control options for customized performance. With an expected service life of over 20 years of nighttime use and up to 70% in energy savings over comparable 10OW metal halide luminaires, the KBA8 Bollard is a reliable, low -maintenance lighting solution that produces sites that are exceptionally illuminated. EXAMPLE: KBA8 LED 16C 700 40K SYM livi DDBXD KBA8 LED 12C 530 40 K ASY MVOLT KBABLED Asymmetrjc 12C ULM Symmetric 16C 16LEDsz 350 35DmA 450 45DITI0 530 53DmA 700 700MA Accessories Ordered and shipped sepme,eiv. MRAB II AnchurbonsWlititk D' 30K 3000K 40K 4000K 50K SOOOK Alili Amber phosphor converted AMBLW Amberlimiled wavelength `4 ASY =- SYM Sym- metri Mi 120' 2085 2405 277' 3474 Shipped Installed PE Photoelectric cell, bullion We DMG 0-101 dimming wires ppulled ou6lde fxtun for tGewldl an external contrd, ordered separately) ELCW Emergemy battery backups Shipped installed SF St Iefirse 347V) DF Doublefuse (208, 240V) 12 H24 24'oyerall height H30 30°overall relight H36 36'overall height FG Ground -fault festoaloutlet UAB Without anchorbolts (3 bolt base) JAB4 41hoRrentifit basewhhout anchor bolts DWHKD While Striping' DNAKD Natural SDDB Dark aluminum bronze DDIDM Dark SDWH White bronze SDBL Black DBLKD Blade SDNA Natural DDBTKD Tenured aluminum dark SDTG Tennis Dome green DKIDID Textured SUBR Blighted black SDBUA Dark blue DNATKD Textured natural SDYLB Yellow aluminum DWHG)M Textured while NOTES 1 Only mtlable in the 121 ASY version. 2 Only available in the l6C, SYM version. 3 Only available wdh 450 AMBLW version. 4 Not mardi with ELCK 5 MVOLT driver operate' on any line voltage firm 120.277V 151 H4. Spa* 120, 208, 240 or 277 optiom car"on ordering with It ems (SE DF options), or phofocontrol (PE ont 6 Not earnablewkh 34N. NotmlMble wild fusing. Norave(lable wkh450AMBLW. 7 Single f xte (SF) requires 120, 277, or 347 voltage option. Double fuu (DF) requires 2D8 or Mwhose option. B MRAB U not available with UA84 option. 9 Stdphg is avaaable only in the colors listed. 2JVSTIX M. SM gl�To. �5183 P f? 20 ��SSlnnreT E�C N O 0) N H N W Q W> � W J I J 0 S N W f- H (n 0 W J W � N Q S 0) U (Z V L� r Z 0 U W Ir 5� Ld L W Q Date 06/08/20 Scale 1 il=30' 30 0 30 60 90 SCALE: 1" = 30' fL?HOJIll One lithonia Way • Conyers, Georgia 30012 s Phone: 800.279.8041 • www.lithcrox.wm L/GHT//VG. 0 2012-2018 Axially Brands Ughtmi Inc A l rights reserved. Sheet No. C7 OF 9 File No. 16.025 y o V` �0 N N W Z i IMITS OF FIELD SURVEYED TOPOGRAPHY IN 3.07 I O T, 522.8 I I I \ AI \ ` ETAI�NG WALL A \ HEIGHT 6' 0179 ac 1 MANAGED SLOPES AREA C - 0,58 O n 5 ww z W a Z T Q � u=i w� w z F N 0 N F w w Q W> � W U N w =W 0 N w 0 � N Q w = m U O � ST M. REVISED Al AND X5 DRAINAGE AREAS DUE U Y TO RELOCATION OF STRUCTURE Al. LD-204 / L� ` E NG UC ES Qi o. 83 UPDATED ACCORDINGLY. �v ��vvvv \ I f ' v \�vvvv< x. GiantPntps-1-6 LD-204 Stormwater Inlet Computations Inlets on Grade Only Sag Inlets Only a 3 Z L O 2 U) ~ m c n O U m N Q a d = m U w. U O C K Q U C C E t (0 U (d > o v 0 O C7 u Z m C m 2 U1 0. o U r n U O. a N m Q. a) 0.p O v X 0�1 (7 a N o n H U � U m L m 0 T d .r w o N n E d a 'O y T m (Y L_ O- o c� n v 2 m U 2 6 a t0 N U) c Q 2 1 2 1 3 4 1 5 6 1 8 1 9 10 1 11 12 1 13 14 15 16 17 1 18 19 20 1 21 22 1 23 24 (ft) (ac) (in/hr) (cfs) (cfs) (cfs) (ft/ ft) (ft/ ft) ( ft/ ft) (ft) (ft) (cfs) (cfs) (ft) (ft) (ft) A2 DI-3C 6 0.41 0.77 0.32 7.1 2.25 - 2.25 0.015 0.01 0.023 0.22 0.5 0.44 9.49 0.32 4.0 1.27 - 1.27 0.015 0.15 0.5 0.3 6.48 A3 DI-3B 10 0.27 0.69 0.19 7.1 1.34 - 1.34 0.015 0.017 0.016 0.15 0.5 0.3 9.39 0.19 4.0 0.76 - 0.76 0.015 0.1 0.5 0.2 6.44 133 DI-3C 6 0.12 0.77 0.09 7.1 0.65 - 0.65 0.015 0.08 0.030 - 0.13 0.5 0.26 4.35 0.09 4.0 0.36 - 0.36 0.015 - 0.09 0.5 0.18 2.93 C6 DI-313 6 0.14 0.82 0.11 7.1 0.80 - 0.80 0.015 0.012 0.038 - 0.11 0.5 0.22 2.88 0.11 4.0 0.45 - 0.45 0.015 - 0.08 0.5 0.16 1.96 C5 DI-3B 12 0.28 0.80 0.22 7.1 1.58 - 1.58 0.015 0.01 0.040 - 5.40 0.22 100.0% 1.58 0.00 0.22 4.0 0.89 - 0.89 0.015 - 4.37 0.17 100.0% 0.89 0.00 C4 DI-313 6 0.18 0.84 0.15 7.1 1.10 - 1.10 0.015 0.01 0.040 0.14 0.5 0.28 3.39 0.15 4.0 0.62 - 0.62 0.015 - 0.09 0.5 0.18 2.31 C3 DI-3B 12 0.08 0.73 0.06 7.1 0.42 - 0.42 0.015 0.1 0.010 - 5.09 0.05 46.2% 0.19 0.23 0.06 4.0 0.23 - 0.23 0.015 - 4.06 0.04 57.2% 0.13 0.10 D2 DI-313 10 0.15 0.90 0.13 7.1 0.93 - 0.93 0.015 0.04 0.010 - 8.14 0.08 88.7% 0.83 0A0 0.13 4.0 0.53 - 0.53 0.015 - 6.59 0.07 100.0% 0.53 0.00 E3 2 .8 .2 .1 .86 0. 15 0. 0.24 0.5 0.48 8.38 0. 6 .0 1. 5 .10 1.15 0.0 0.16 0.5 0.32 5.62 Al DI-313 20 0.79 0.58 0.46 7.1 3.25 3.25 0.015 0.071 0.020 7.57 0.15 89.3% 2.90 0.35 0.46 4.0 1.83 - 1.83 0.015 6.11 0.12 99.8% 1.826 0.00 C1 DI- 41L54 27 .1 44,94 %Q.17 k,, 2.1 0 15 .022 0.0 0.16 0.5 0.32 5.93 0. 4. 1. 0. .10 0.01 0.13 0.5 0.26 3.2 E1 DI-3B 10 0.32 0.49 0.16 j 7.1 1.12 1.12 0.015 0.028 0.020 6.04 0.12 93.8% 1.05 0.07 0.16 4.0 0.63 0.63 0.015 4.87 0.10 100.0% I 0.63 00 �o d'SrONAL EELLEE,PHON/E / 520 - 1 > P/ STXLS A3 REVISED LD204 ACCORDING TO UPDATED E���LE^7I� DRAINAGE AREAS. 100% UPSTREAM RUNOFF / R 0,27 ac \ \ \` STILL CAPTURED BY STRUCTURE X4. ��0 \ ' ¢< 20 EX. GI tPntps 1- ° \ 11 �C / / / ---\\ `\ �i / / /'/' / /' /' 0 0 / c / / / / N W 20' I - / / / / - V // / // / ' / / i U U \ Dl 3B I 01 7 *� EVi / ' '''' / /� / 1 ,95 ac / DI A / / NEW p0' ELECTRICo0 DI- B - T __� xz ,'' �_ '' C 0AU A3 "//� ' /' / CD�_ / i i' i / / / TELEP ONE -PEDESTAL 0,14 ac 0.16 ac hok oX Req iced 1. � 032 \ n n _ / _ - / / /oll� ac z 510 EW C5 C4 r C = 0 90 A � j � I � � 1 � v v � -- � cs - _ ,-� / � � / � / � XI / v v DI-3B 0.28 ac /' / / /' / No / ELECTRIC / \ _� 8 ' \ \ TRANSFORMER ' I 1 1 � '� ,� - ' 017 ac -' 018 ac �, 52 - � � - C 030 - C = 05 I / / L I- W / �'/' / / Z Rea on` of qup _ 0,12 ae __-- 0 08 ac / R of � ant ��` _ �' - -7 I O,OV ae Wars. oisibjrSa eened eppara� �,; / L E ui �o ' '/ /'� O fro�rp� 7i8 than tin aI- / O O C - 0 56 q pme - U I Entrant --- ------ --- - / ' \ Cbrr'r}� will e , Elimi - _ _ _ --- ' x� / / 1 ' W ' / / 0 51 ac //''/ 'VJ __ 0 32 ac - DI g/ "� � / Uj -_- ---------- 6--' W J x^ 10 --- ------ _ DI-3C - - ------------ _ / i P _ _ 032 ac _ /, , / j 11 91 OUT: 4 0 '' __ -- � ' - � A � , r /. w1*44 I496. �- ----- - 491.4 :::::>::::;::::::•:>: C. FLUME :.. .. ... .•,......... "• � EX. HALT PATH \. �' W 10'�... � �' / UT: 491. :........:.........:::.........:.......... N: 48 1 OU 03 � W C Ohl of t o EX. CG-12 IN: 88.76 _ I 0 . 488.66 _ ' \ \ X3A SPEED LIM 25 MPH 0,15 ac NC.IU. C _ 0,66 ---------------- DI-7 TO REMAIN ----------------- - :.::::::::::::•:`::('':':':::::::.::.... - f FLUME 0 EX. DI- / ly •� STRU EX. EDGE OF P �(JJ✓ / '� 1 492.23 ' T: 484.43 W Q J TO RIP RAP Date 06/08/20 Scale 1 "=30' Sheet No. 30 0 30 60 90 C8 OF 9 File No. SCALE: 1" = 30` 16.025 O`EL CT I �R�N$F ER ( ��co TE •E�'' 0 PEpE 1 ELEPHONE/ #/ STLS/ / / / /� �j ( UX ND RD A R / / r / / aC IV - ' / /%/ ' / / / 00 EW 8� /V / / 0.08 ac C = 0,15 12' ' DI C = 090 / w� Vou 03 C FLUME / 0 EX. DI— STRU / / / L " XI D1 0 , 17 / 1Z ,�NZ- 478.95 NOTE:. THIS PAGE SHOWN FOR THE SAKE OF COMPLETION ONLY. NO CHANGES TO THE DRAINAGE AREA OR RUNOFF COEFFICIENT RESULTED FROM THE REVISED PEDESTRIAN PATH LOCATION.. • • 30 60 •• SCALE: 1 •