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HomeMy WebLinkAboutSDP201100005 Plan - Approved Final Site Plan 2011-06-02r NOTES TO APPEAR ON FINAL PLAT 1. SUBJECT PROPERTY APPEARS TO LIE IN FLOOD INSURANCE RATE MAP ZONE "X" (DESIGNATED AS THE AREA OUTSIDE OF THE 500 YEAR FLOOD PLAIN) AS SHOWN ON COMMUNITY PANEL NUMBER 510006 0279 D. EFFECTIVE DATE: FEBRUARY 4, 2005. 2. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. 3. UTILITIES AND EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. 4. THE ALLEYS SHOWN ON THIS PLAN MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 5. THIS PROPERTY IS CURRENTLY SERVED BY PUBLIC WATER AND SEWER. 6. THIS PLAN IS BASED ON A FIELD RUN SURVEY PERFORMED BY THIS OFFICE. 7. LOTS ' A ' THRU 'K' EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. B. LOTS 'A' THRU 'K' MAY NOT BE FURTHER DIVIDED WITHOUT PLANNING COMMISSION APPROVAL. PARCEL DATA LEGAL REFERENCE TAX MAP PARCELS 62G -01 -4A -141, 142, 143, 144, & 145 A.K.A. BELVEDERE, PHASE I, BLOCK 4A LOTS 141, 142, 143, 144, & 145 OWNER (ALL PARCELS) BELVEDERE STATION LAND TRUST 2421 IVY ROAD CHARLOTTESVILLE, VIRGINIA 22903 SOURCE OF TITLE D.B. 3488 p. 552 (ALL PARCELS) D.B. 3545 pp. 054 -070 (PLAT) MAGISTERIAL DISTRICT RIO MAGISTERIAL DISTRICT • Zile wl NMD (NEIGHBORHOOD MODEL) SUBJECT TO ZMA 2004- 00007, APPROVED BY THE BOARD OF SUPERVISORS ON OCTOBER 12, 2005, IT'S ASSOCIATED CODE OF DEVELOPMENT, PROFFERS AND SUBSEQUENT VARIATIONS. RESERVOIR WATERSHED THIS SITE DOES NOT LIE WITHIN A RESERVOIR WATERSHED DISTRICT. AGRICULTURAL - FORESTAL DISTRICT THIS SITE DOES NOT LIE WITHIN AN AGRICULTURAL - FORESTAL DISTRICT. BENCHMARK CENTERLINE TOP OF STORM STRUCTURE LOCATED ON THE NORTH SIDE OF BUTLER STREET ADJACENT TO LOT ' A ' (AS SHOWN ON SHEET 2) . ELEVATION = 497.51 SOURCE OF SURVEY & TOPOGRAPHY ROUDABUSH, GALE & ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22901 PLAN PREPARER ROUDABUSH, GALE & ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22901 FINAL SIT P AN is D RE9 PHAS OCK - OTS 9A" THRU "K" (ORIGINALLY LOTS 141 THRU 145) APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT # PLANNER /ZONING C12 2G ENGINEER INSPECTIONS �1 « ARB s. f. 0.123 DEPARTMENT OF FIRE RESCUE LOT vb - plI ALBEMARLE COUNTY SERVICE AUTHOPI' Y s. f. VIRGINIA DEPARTMENT OF TRANSPOR ATION v OZ 2.411 HEALTH DEPARTMENT 02 Zol! SETBACKS FOR TOWNHOUSES IN BELVEDERE ZONED NMD: FRONT STREET BUILD - TO RANGE = 36' - 44' (BY VARIATION OXX) SIDE STREET BUILD - TO RANGE = 8' - 16' MINIMUM SIDE SETBACK IF ATTACHED BY COMMON WALL = 0' MINIMUM REAR SETBACK = 10' (UNITS, ACCESSORY STRUCTURES & CARRIAGE HOUSES) NOTES: PORCHES (1 & 2 STORY) , STAIRS, BALCONIES, BAY WINDOWS, PLANTERS, CHIMNEYS, TERRACES, EAVES, AND ENTRANCE STOOPS MAY ENCROACH INTO THE AREA BETWEEN THE MINIMUM BUILD - TO RANGE AND THE FRONT P.O. W. LINE UP TO 4' FROM THE FRONT R.O.W. LINE. THEY MAY ENCROACH INTO THE AREA BETWEEN THE REAR SETBACK UP TO 4' FROM THE PROPERTY LINE OR, IN CASE OF AN ALLEY EASEMENT, WITHIN 4' FROM THE EASEMENT BOUNDARY. NO ENCROACHMENTS ARE ALLOWED WITHIN THE MINIMUM SIDE YARD. 41 1 w11 NOT TO EXCEED 38 FEET LANDSCAPING NOTE LANDSCAPING WILL BE PROVIDED PER THE APPROVED BELVEDERE CODE OF DEVELOPMENT. MAXIMUM NUMBER OF DWELLING UNITS ONLY ONE DWELLING UNIT PER PARCEL. MAXIMUM NUMBER OF DWELLINGS = 11. THE PROPOSED USE OF LOTS 'A' THRU 'K' IS RESIDENTIAL TOWNHOUSE UNITS. EACH UNIT WILL BE INDIVIDUALLY OWNED. 3 TO 4 BEDROOMS PER UNIT. (1) 11 UNIT, 8, 663 s. f. BUILDING. RECREATIONAL FACILITIES ARE PROVIDED AS PER THE BELVEDERE MASTER DEVELOPMENT PLAN. GROSS RESIDENTIAL DENSITY & AREA SUMMARIES ORIGINAL LOTS 141 THRU 145 NEW LOTS 'A' THRU 'K' LOT # S. f. s.f. Ac. SPACES LOT 141 5362 s. f. 0.123 Ac. LOT 142 3900 s. f. 0.089 Ac. LOT 143 4582 s. f. 0.105 Ac. LOT 144 3900 s. f. 0. 089 Ac. LOT 145 5362 s. f. 0.123 Ac. TOTALS 23106 s. f. 0. 530 Ac. GROSS RESIDENTIAL DENSITY = 10 DWELLING UNITS PER ACRE GROSS (RESIDENTIAL DENSITY = 21 DWELLING UNITS PER ACRE W."I 1014 10,14 1 1 ml 6111110 REQUIRED: MULTI - FAMILY UNITS INCLUDING TOWNHOUSES WITH 2 OR MORE BEDROOMS = 2 SPACES PER UNIT ------ - - - - -- 2 x 11 UNITS = 22.0 SPACES + 1 GUEST SPACE PER 4 UNITS - -- 11 UNITS : 4 = 2.8 SPACES TOTAL REQUIRED 24.8 SPACES PROVIDED: EXISTING ON- STREET - - NEW LOTS 'A' THRU 'K' SPACES (BELVEDERE BLVD.) LOT # s.f. Ac. SPACES LOT A 2776 s. f. 0. 063 Ac. LOT B 1950 s. f. 0.045 Ac. LOT C 1950 s. f. 0.045 Ac. LOT D 1950 s. f. 0.045 Ac. LOT E 1950 s. f. 0.045 Ac. LOT F 1950 S. f. 0.045 Ac. LOT G 1950 s. f. 0.045 Ac. LOT H 1950 s. f. 0.045 Ac. LOT I 1950 s. f. 0.045 Ac. LOT J 1950 s. f. 0.045 Ac. LOT K 2778 s. f. 0.063 Ac. TOTALS 23106 s. f. 0.530 Ac. GROSS (RESIDENTIAL DENSITY = 21 DWELLING UNITS PER ACRE W."I 1014 10,14 1 1 ml 6111110 REQUIRED: MULTI - FAMILY UNITS INCLUDING TOWNHOUSES WITH 2 OR MORE BEDROOMS = 2 SPACES PER UNIT ------ - - - - -- 2 x 11 UNITS = 22.0 SPACES + 1 GUEST SPACE PER 4 UNITS - -- 11 UNITS : 4 = 2.8 SPACES TOTAL REQUIRED 24.8 SPACES PROVIDED: EXISTING ON- STREET - - -- 7 SPACES (BELVEDERE BLVD.) 4 SPACES (BUTLER STREET) 4 SPACES (COLBERT STREET) LOT 'A' -------- - - - - -- 2 GARAGIE SPACES LOT 'B' -------- - - - - -- 2 GARAGIE SPACES LOT 'C' -------- - - - - -- 2 GARAGIE SPACES LOT 'D' -------- - - - - -- 2 GARAGE SPACES LOT 'E' -------- 2 GARAGE SPACES LOT - - - - -= 'F 2 GARAGIE SPACES LOT 'G' -------- - - - - -- 2 GARAGIE SPACES LOT 'H' -------- - - - - -- 2 GARAGE SPACES LOT 'I' -------- - - - - -- 2 GARAGIE SPACES LOT 'J' -------- - - - - -- 2 GARAGIE SPACES LOT '5' -------- - - - - -- 2 GARAGE SPACES TOTAL PROVIDED 37 SPACERS VICINITY MAP 1" = 2000' OUTDOOR LIGHTING NOTE OUTDOOR LIGHTING WILL BE PROVIDED AS PER THE BELVEDERE MASTER DEVELOPMENT PLAN. WATER QUALITY NOTE WATER QUALITY REQUIREMENTS ARE PROVIDED FOR IN THE BELVEDERE MASTER DEVELOPMENT PLAN. IMPERVIOUS AREA CALCULATIONS AREA IN BUILDING ------------- - - - - -- 8663 s.f. AREA IN WALKS & STOOPS ------- - - - - -- 844 s.f. AREA IN DRIVEWAYS ------------ - - - - -- 3744 s.f. TOTAL IMPERVIOUS AREAS 13251 s. f. (TOTAL AREA OF LOTS A THRU K 23105 s . f . ) SHEET INDEX E. SHEET 2 EXISTING CONDITIONS & PROPOSED NEW LOT LAYOUT SHEET 3 — GRADING PLAN SHEET 4 — UTIL I TY AND E & S PLAN U a w 0 ^W Ncn Z 0� NQ Zo U o a: uj @ O QZ o v W o c J Q. Z JZ w J Z dd co J Z oJC N 0 2� US 0U- L 2 w o> z 4 W ac ac oz rn (� Q 0) W W = C) a. REVISIONS MAR. 11, 2011 PER SITE REVIEW COMMENTS MAY 12, 2011 PER ENGINEERING E & S COMMENTS MAY 1 S, 2011 ADD LANDSCAPE PLAN WIDEN WALK IN FRONT OF BUILDING DATE FEB. 1, 2011 Y U O m �_ /zR w � V Z�'� W 5 gv= = Z aQ� � O LW =Q %i U =�V, / J vvv/ + + +) ui Vr, it O O m W .J V a 0 W J W m FILE NUMBER 8438 SHEET 5 ---- LANDSCAPE PLAN t> � SHEET Q: \PGA \TMPPOJ \BELVEDERE \BLK 4A LOTS 141 -145 SITE PLAN -2.pro 1/5 , ti TMP 62G -01 -A PHASE I OPEN SPACE ~� BELVEDERE STATION LAND TRUST D.B. 3488 P 552 PRESENT USE: OPEN SPACE E .I ZONED: NMD i ;I > ..: TMP 62G -01 -5A -126 LOT 126 JOHN OR ELISSA MROWKA I T. D.B. 3824 p. 183 EX. D.I. PRESENT USE: RESIDENTIAL DWELLING TOP = 497.50 I.I. = 487.35 ZONED: NMD I.0.= 487.25 I uj � E f I EX. WATER METER 1. TYP. EX. D. I. TOP = 494.70 TMP 62G -01 -5A -127 I.I. = 485.45 LOT 127 I.O. = 485.35 BELVEDERE STATION LAND TRUST 1. D.B. 3488 p. 552 ZONED: NMD I EX. STM. MH TOP = 492.16 1.1. =484.27 - - - - - - I.O. = 484. 17 EX. SAN. M' TOP = 492.69 I.I. = 480.79 I.O.= 480.59 u:.. TMP 62G -01 -5A -128 LOT 12B BELVEDERE STATION LAND TRUST D.B. 3488 p. 552 PRESENT USE: VACANT LOT ZONED: NMD I ' I 1 ,�117 0@ TMP 62G -01 -A pPO� PHASE I OPEN SPACE QF,G00. BELVEDERE STATION LAND TRUST D. B. 3488 p. 552 PRESENT USE: OPEN SPACE ZONED: NMD W �--- N,. .O :G UR '' 8 E F EX FACE. x LOT A' LOT 'B' LOT C LOT 'D' LOT T' LOT 'F' LOT 'G' LOTH LOT I LOT 'J' , LOT 'K' - - -. - -- - - •= L 2778 s . f . 1950 s . f . 1950 s . f . 1950 s. f. 1950 s . f . 1950 s . f . 1950 s . f . 1950 s . f . 1950 s . f . 1950 s . f . 2778 s. f. `� 0.0631 Ac. 0.044 Ac. 0.044 Ac. 0.044 Ac. 0.044 Ac, 0.044 Ac. 0.044 Ac. 0.044 Ac. 0.044 AC. - 0'. "644 AC. 0.063 Ac. w .- ._.._- o w o° Lo 0 0 0 0 I; In In I In Ln Ln ..,1,-...-.-W In _.. i n Ln to u� ire In o CID En co O) 0) cn � Ol 01 cn m cn cn m Lo 28 2: z PROPOSED EXISTING LOT LINE ,'/I LOT LINE TYP. V' TYP. ti V i/r S43 52'51 "W I � ,��• �- . .._ _. Q VAULT + 1 13. 50 ' 237.00' -r- R7 A x t [2ti2 G .: y I I I I 13.50 , ® (TOTAL) 6.5( r.. . -- T r _. �. 20.00 ' . .0 ' 20. 00 ' 28.50 ' 20. 50-- 20.00 r 13.50 ' 20.00- 50' U. G _ 9\� EX. EDGE OF PVMT. - SHADRACK ALLEY - ' s EX. SAN.. MH 20' PRIVATE ALLEY TOP = 492.20 D.B. 3545 p. 54 I. I. = 48.1.27 I. 0. =48:1. 07 I O I N Ct I I TMP 62G -01 -5A -129 LOT 129 ' BELVEDERE STATION LAND TRUST D.B. 3488 p. 552 ) I PRESENT USE: VACANT LOT ZONED: NMD r I I r r s �i►'l119'�'�1,� - s i 20' DRAINAGE ESMT. tEXIST.- EXIST. D.B. 3545 p. 54 / SAN. LAT. SAN. LA T. \ / TYP. TYP. , � r r TMP 61 -160 BELVEDERE STATION LAND TRUST D.B. 2203 p. 209 PRESENT USE: UNDEVELOPED RESIDUE ZONED: NMD - EX. GRATE I EX. SAN. MH TOP = 490.94 dN" 20 ' SANITARY SEWER TOP = 492. 83 I. I. =485. 79 ,,,,"'. EASEMENT I.I.- 487.04 I.0.= 485.69 D.B. 3545 P. 54 1.0.=486.7B i I LEGEND 9y 5 PROPOSED GRADE (92.8) EXISTING GRADE I- - - - - - EXISTING SANITARY LATERAL PROPOSED SANITARY LATERAL EXISTING SINGLE WATER METER 0 --w PROPOSED SINGLE WATER METER �--w - PROPOSED DOUBLE WATER METER EXISTING STORM LINE PROPOSED 8" PVC STORM LINE 6 10' PRIVATE DRAINAGE ESMT. PROPOSED 4" PCV ROOF LEADER 6 CLEAN OUT PROPOSED YARD DRAIN ua w "W Nco) �`0 NQ g �0) g:3 Q� Occ Q a:W cc @) O Q. � z � J t/1 p o y w Q UQ r � N Q = u' 2 rn r N 0 e V, xx j � Q ('J 0 co ''^^ W J , J LL Z L � w w� o� O r cc cc OP, W CL W 4 d' �R W V Z Z O W a O REVISIONS •• r` MAR. 11, 2011 PER SITE REVIEW U-1 COMMENTS MAY 12, 2011 PER ENGINEERING E 6 S COMMENTS I ' IZ2)Q�ac:3 MAY 18, 2011 ADD LANDSCAPE PLAN ° w • . WIDEN WALK IN FRONT 1 i EX. D.I. LO�c°vjZ OF BUILDING TOP -494.r `U o I. 0. =486. B5 u, ,6 i oo� m Lair a i FTY IEX. D. 1. DATE TOP = 494.22 3' I.I. = 486.36 FEB. 1 2011 1.0. =486.26 32 ' 98 :: Ln SCALE 1 ° =20' CONTOUR INTERVAL 2 FEET 3AP SCALE I" = 20' 20 10 0 20 40 SCALE IN FEET 0& f b2(-2Vl (',&) Q: \RGA \TMPROJ \BELVEDERE \BLK 4A LOTS 141 -145 SITE PLAN -2.pro , Y c C) cf) 0 O ZDQ m5C 0> Z Zw� �r gm= z0 Z C.QI- ®J o Lu w =Q U0 cl) w a wl- �tA 2 0 W w� -a m o c a w _O w IL m FILE NUMBER 8438 SHEET 2/5 x 2 E ST N ... ... . .... . ......... ... _ _ ........_ , ,.. . . . ......:;. . . ........E ... - . ... .. ... ... � .. P 5 .45 ::.�. .. T . , < •. EX; :: UR .6:. G .TER .. : :: ; ;: • . 1 _ . -. ::.. `°:; • ., � � N43 52 51 " �� 37.0 `: EX. 5'. SIDEWALK; .. �. `>: I. a ` 0 0 a Q 0 TYP 65. Q . � 0 •. :�: � � 6 6::50. � �: r T. , 1 .. r r " K I OP -49:7 51 _ _ OR G G. LOT 141 0 0 I IG. LOT 142 I O L I 486 12; a a TMP 2 2G =01�- 44,141 I I TMP 6 62G- 01 -4A -14 I ORIG. LOT 14'. O ORIG. LOT 1 144 I U URIG L LOT 145 0 � �: I :486 w w _ Ln BENCHIMARK 3 362 s . f . i i 3 3900 s . f . i i P P 62G- 01 -4A- 4 43 i T TMP 62G� °0'1 A A -144 T TMP 62 - -01-4A-145 0 r _ L TOP EX. D. I. 1 123 Ac. ° °::- o ,_089 A� ..... 4 o � 4582 s . f . ' ' 3 �- - . i 5 53 2 2 s . f . , ,- �- E ELEV. = 497.51 ° °' -•- .. w 0.105 Ac. 0 Y. 0.089 Ac, 0. 2 23 Ac. v, L4r _ 9\� EX. EDGE OF PVMT. - SHADRACK ALLEY - ' s EX. SAN.. MH 20' PRIVATE ALLEY TOP = 492.20 D.B. 3545 p. 54 I. I. = 48.1.27 I. 0. =48:1. 07 I O I N Ct I I TMP 62G -01 -5A -129 LOT 129 ' BELVEDERE STATION LAND TRUST D.B. 3488 p. 552 ) I PRESENT USE: VACANT LOT ZONED: NMD r I I r r s �i►'l119'�'�1,� - s i 20' DRAINAGE ESMT. tEXIST.- EXIST. D.B. 3545 p. 54 / SAN. LAT. SAN. LA T. \ / TYP. TYP. , � r r TMP 61 -160 BELVEDERE STATION LAND TRUST D.B. 2203 p. 209 PRESENT USE: UNDEVELOPED RESIDUE ZONED: NMD - EX. GRATE I EX. SAN. MH TOP = 490.94 dN" 20 ' SANITARY SEWER TOP = 492. 83 I. I. =485. 79 ,,,,"'. EASEMENT I.I.- 487.04 I.0.= 485.69 D.B. 3545 P. 54 1.0.=486.7B i I LEGEND 9y 5 PROPOSED GRADE (92.8) EXISTING GRADE I- - - - - - EXISTING SANITARY LATERAL PROPOSED SANITARY LATERAL EXISTING SINGLE WATER METER 0 --w PROPOSED SINGLE WATER METER �--w - PROPOSED DOUBLE WATER METER EXISTING STORM LINE PROPOSED 8" PVC STORM LINE 6 10' PRIVATE DRAINAGE ESMT. PROPOSED 4" PCV ROOF LEADER 6 CLEAN OUT PROPOSED YARD DRAIN ua w "W Nco) �`0 NQ g �0) g:3 Q� Occ Q a:W cc @) O Q. � z � J t/1 p o y w Q UQ r � N Q = u' 2 rn r N 0 e V, xx j � Q ('J 0 co ''^^ W J , J LL Z L � w w� o� O r cc cc OP, W CL W 4 d' �R W V Z Z O W a O REVISIONS •• r` MAR. 11, 2011 PER SITE REVIEW U-1 COMMENTS MAY 12, 2011 PER ENGINEERING E 6 S COMMENTS I ' IZ2)Q�ac:3 MAY 18, 2011 ADD LANDSCAPE PLAN ° w • . WIDEN WALK IN FRONT 1 i EX. D.I. LO�c°vjZ OF BUILDING TOP -494.r `U o I. 0. =486. B5 u, ,6 i oo� m Lair a i FTY IEX. D. 1. DATE TOP = 494.22 3' I.I. = 486.36 FEB. 1 2011 1.0. =486.26 32 ' 98 :: Ln SCALE 1 ° =20' CONTOUR INTERVAL 2 FEET 3AP SCALE I" = 20' 20 10 0 20 40 SCALE IN FEET 0& f b2(-2Vl (',&) Q: \RGA \TMPROJ \BELVEDERE \BLK 4A LOTS 141 -145 SITE PLAN -2.pro , Y c C) cf) 0 O ZDQ m5C 0> Z Zw� �r gm= z0 Z C.QI- ®J o Lu w =Q U0 cl) w a wl- �tA 2 0 W w� -a m o c a w _O w IL m FILE NUMBER 8438 SHEET 2/5 SCALE I" = 20' 20 10 0 20 40 SCALE IN FEET 0& f b2(-2Vl (',&) Q: \RGA \TMPROJ \BELVEDERE \BLK 4A LOTS 141 -145 SITE PLAN -2.pro , Y c C) cf) 0 O ZDQ m5C 0> Z Zw� �r gm= z0 Z C.QI- ®J o Lu w =Q U0 cl) w a wl- �tA 2 0 W w� -a m o c a w _O w IL m FILE NUMBER 8438 SHEET 2/5 7A , , EX. FH 71 O@ PHASE PI6 OPEN 1SPACE �G�a BELVEDERE STATION LAND TRUST �P� Q• D.B. 3488 p. 552 Q p0 , PRESENT USE OPEN SPACE p� n�h ZONED: NMD Jti5�0. �J'l o. -- EX. SAN. M�� TOP = 492.69 �' EX. GRATE I.I. =480. 79 I TOP = 491.85 I.0.= 480.59 - 1.1.=4 63 1. 0. = 484.40+ TMP 62G -01 -5A -128 LOT 128 BELVEDERE STATION LAND TRUST D.B. 3488 p. 552 PRESENT USE: VACANT LOT ZONED: NMD 4w TMP 62G -01 -5A -129 LOT 129 BELVEDERE STATION LAND TRUST D.B. 3488 p. 552 PRESENT USE. VACANT LOT r ZONED: NMD i i i _9 i EX. EDGE OF PVMT. SHADRACK ALLEY - EX. SA N1. MH 20' PRIVATE ALLEY ITOP = 4,92.20 D.B. 3545 p. 54 I.I. = 48)1.27 1.0. =481.07 B i 1 i NO Nk M � � F=�-____� - - t - 20' DRAINAGE ESMT. EXIST: EXIST. D. B. 3545p. 54," SAN. LAT. SAN. LAT. \ / TYP. TYP. , i TMP 61 -160 BELVEDERE STATION LAND TRUST D.B. 2203 p. 209 PRESENT USE: UNDEVELOPED RESIDUE ZONED: NMD a - - ' EX. GRATE i EX. SAN. MH TOP = 490.94 20' SANITARY SEWER TOP = 492.83 I.I.= 485.79 EASEMENT I. I. = 487.04 1.0. =485.69 D. B. 3545 p. 54 I. 0. = 486.78 r i LEGEND 99 5 PROPOSED GRADE (92.8) EXISTING GRADE ------ EXISTING SANITARY LATERAL �--- PROPOSED SANITARY LATERAL ::-w -- EXISTING SINGLE WATER METER 0 w-- PROPOSED SINGLE WATER METER PROPOSED DOUBLE WATER METER EXISTING STORM LINE PROPOSED 8" PVC STORM LINE 6 10' PRIVATE DRAINAGE ESMT. PROPOSED 4° PCV ROOF LEADER 6 CLEAN OUT PROPOSED YARD DRAIN 1.0. =486.26 EX. STM. MH c? ( ' °1 •1 TOP = 491.32 I.I.= 485.98 I.0.= 485.88 RIP RAP , x w i i i SCALE 1" = 20' 20 i0 0 20 40 SCALE IN FEET 06(tz(21D,I-� 0: \RGA \TMPROJ \BELVEDERE \BLK 4A LOTS 141 -145 SITE PLAN -2.pro , r a w � y U to NQQ �0) Q= QV. Dix U >o 0 Z oo wR C/1 a 2 J z t/1 p 0 co w W Q ,o' 3 N 3: N V , �� o � UL x c co o o o �2 wa ®j UN L z4 u �� 0r, W aW S9 ? QN �w Z O 0 W a REVISIONS MAR. 11, 2011 PER SITE REVIEW COMMENTS MAY 12, 2011 PER ENGINEERING E 6 S COMMENTS MAY 18, 2011 ADD LANDSCAPE PLAN WIDEN WALK IN FRONT OF BUILDING DATE FEB. 1, 2011 SCALE 1" =20' CONTOUR INTERVAL 2 FEET Y U 0 m� Z Z 0 T fr. ZWa: a > I Z a- Q P (D � �a.a z W Co) Wcr) Q a: WJ W � m p a W J W m FILE NUMBER 8438 SHEET 3/5 TMP 62G -01 -A PHASE I OPEN SPACE i BELVEDERE STATION LAND TRUST _., D.B. 3488 p. 552 {I PRESENT USE OPEN SPACE ! ZONED: NMD TMP 62G -01 -5A -126 LOT 126 JOHN OR ELISSA MROWKA EX. D.I. D.B. 3824 p. 183 PRESENT USE: RESIDENTIAL DWELLING TOP = 497.50 :r ZONED: NMD I. I. = 487.35 I.O. = 487.25 i Ln QD i co cr EX. WATER METER `L TYP. 'x s w EX. D. I. TOP = 494.70 TMP 62G -01 -5A -127 I.I.= 485.45 LOT 127 1. 0. = 485.35 BELVEDERE STATION LAND TRUST D.B. 3488 p. 552 ZONED: NMD EX. STM. MH TOP = 492.16 I.I. = 484.27 1. 0. = 484.17 71 O@ PHASE PI6 OPEN 1SPACE �G�a BELVEDERE STATION LAND TRUST �P� Q• D.B. 3488 p. 552 Q p0 , PRESENT USE OPEN SPACE p� n�h ZONED: NMD Jti5�0. �J'l o. -- EX. SAN. M�� TOP = 492.69 �' EX. GRATE I.I. =480. 79 I TOP = 491.85 I.0.= 480.59 - 1.1.=4 63 1. 0. = 484.40+ TMP 62G -01 -5A -128 LOT 128 BELVEDERE STATION LAND TRUST D.B. 3488 p. 552 PRESENT USE: VACANT LOT ZONED: NMD 4w TMP 62G -01 -5A -129 LOT 129 BELVEDERE STATION LAND TRUST D.B. 3488 p. 552 PRESENT USE. VACANT LOT r ZONED: NMD i i i _9 i EX. EDGE OF PVMT. SHADRACK ALLEY - EX. SA N1. MH 20' PRIVATE ALLEY ITOP = 4,92.20 D.B. 3545 p. 54 I.I. = 48)1.27 1.0. =481.07 B i 1 i NO Nk M � � F=�-____� - - t - 20' DRAINAGE ESMT. EXIST: EXIST. D. B. 3545p. 54," SAN. LAT. SAN. LAT. \ / TYP. TYP. , i TMP 61 -160 BELVEDERE STATION LAND TRUST D.B. 2203 p. 209 PRESENT USE: UNDEVELOPED RESIDUE ZONED: NMD a - - ' EX. GRATE i EX. SAN. MH TOP = 490.94 20' SANITARY SEWER TOP = 492.83 I.I.= 485.79 EASEMENT I. I. = 487.04 1.0. =485.69 D. B. 3545 p. 54 I. 0. = 486.78 r i LEGEND 99 5 PROPOSED GRADE (92.8) EXISTING GRADE ------ EXISTING SANITARY LATERAL �--- PROPOSED SANITARY LATERAL ::-w -- EXISTING SINGLE WATER METER 0 w-- PROPOSED SINGLE WATER METER PROPOSED DOUBLE WATER METER EXISTING STORM LINE PROPOSED 8" PVC STORM LINE 6 10' PRIVATE DRAINAGE ESMT. PROPOSED 4° PCV ROOF LEADER 6 CLEAN OUT PROPOSED YARD DRAIN 1.0. =486.26 EX. STM. MH c? ( ' °1 •1 TOP = 491.32 I.I.= 485.98 I.0.= 485.88 RIP RAP , x w i i i SCALE 1" = 20' 20 i0 0 20 40 SCALE IN FEET 06(tz(21D,I-� 0: \RGA \TMPROJ \BELVEDERE \BLK 4A LOTS 141 -145 SITE PLAN -2.pro , r a w � y U to NQQ �0) Q= QV. Dix U >o 0 Z oo wR C/1 a 2 J z t/1 p 0 co w W Q ,o' 3 N 3: N V , �� o � UL x c co o o o �2 wa ®j UN L z4 u �� 0r, W aW S9 ? QN �w Z O 0 W a REVISIONS MAR. 11, 2011 PER SITE REVIEW COMMENTS MAY 12, 2011 PER ENGINEERING E 6 S COMMENTS MAY 18, 2011 ADD LANDSCAPE PLAN WIDEN WALK IN FRONT OF BUILDING DATE FEB. 1, 2011 SCALE 1" =20' CONTOUR INTERVAL 2 FEET Y U 0 m� Z Z 0 T fr. ZWa: a > I Z a- Q P (D � �a.a z W Co) Wcr) Q a: WJ W � m p a W J W m FILE NUMBER 8438 SHEET 3/5 M BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER WIRE SCREEN CONCRETE �• GRAVEL FILTER F WIRE SCREEN r- FILTERED WATER • • i�� ►� RUNOFF WATER r' SEDIMENT RL SOURCE: VA. DSWC PLATE. 3.07 -3 , „oho EX SA M s- 1.I.= 485.98 i for SAN. notes _ no , � I.O. r i construction 485. Gene a BB TOP = 492.69 - EX. GRATE _ _ I. I. -480. 79 =491. - - - - - _ � . - . Erosion and Sediment Control plains I.O. = 480.59 I TOP 85 EX. EDGE OF PVMT. �� y a 1. 1. = 484.50 + - k_ X X X X X X X X X X X XCl 1. The plan approving authority must be notified one week prior to the I.0.= 484.40+ - - p pp g � - ' EX GRATE ' pre- construction conference, one week prior to the commencement of TMP 62G -01 -5A -128 land disturbing activity, and one week prior to the final inspection. LOT 128 2. All erosion and sediment control measures will be constructed and BELVEDERE STATION LAND TRUST maintained according to minimum standards and specificatdons of the D.B. 3486 p. 552 Virginia Erosion and Sediment Control Handbook and Virginia Regulations PRESENT USE: VACANT LOT VR 625 -02 -00 Erosion and Sediment Control Regulations. ZONED: NMD 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 on the site at all times. 5. Prior to commencing land disturbing activities in areas (other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6 The contractor is responsible for installation of any additional erosion 12. ar rw o or.was e Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs /acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs /i00sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 901bs /1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at i801bs /acre and consist of 95% Kentucky 31 or Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 801b s /100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykeswhich are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17- 204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced. (Water Protection Ordinance section 17- 207B). FN ii �cc M LO m control measures necessary to prevent erosion and sedimentation as -`'-- - - - $F determined by the plan approving authority. �'- 7. All disturbed areas are to drain to approved sediment control measures at �-- SAN. LAT. \ TYP. TYP. / all times during land disturbing activities and during site development a = 481.27 until final stabilization is achieved. -- B. During dewatering operations, water will be pumped into ian approved = 48.1.07 i filtering device. 9. The contractor shall inspect all erosion control measurers periodically and TMP 62G -01 -5A -129 ' TEMPORARY after each runoffproducing rainfall event. Any necessary repairs or cleanup LOT 129 LIMITS to maintain the effectiveness of the erosion control devices shall be made BELVEDERE STATION LAND TRUST I 10. immediately. All fill material to be taken from an approved, designatied borrow area. D.B. 3488 p. NT PRESENT USE: VACANT LOT 11. All waste materials shall be taken to an a roved waste urea. Earth fill ZONED: NMD A shall be inert materials only, free of rootts. stumps, wood, rubbish, and BELVEDERE STATION LAND TRUST other debris. / B t areas are to be reclaimed within 7 days iof completion per 12. ar rw o or.was e Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs /acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs /i00sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 901bs /1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at i801bs /acre and consist of 95% Kentucky 31 or Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 801b s /100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykeswhich are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17- 204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced. (Water Protection Ordinance section 17- 207B). FN ii �cc M LO m DESCRIPTION EX. SHADRACK ALLEY SAN'. MH PO ' PRIVATE ALLEY - - - $F - - 20 DRAINAGE ESMT. EXIST. EXIST. D.B. 3545 p. 54 ," SAN. LAT. - X X - ITOP = 49,'2.20 D.B. 3545 P. 54 g SAN. LAT. \ TYP. TYP. / IP I. I. = 481.27 PS D.B. 3545p. 54 IDUST CONTROL 1. 0. = 48.1.07 i I!LIMITS OF CONST. SILT FENCE & ' ' TEMPORARY SANITARY LATERAL LIMITS OF CONST. - - - - -� G 10' PRIVATE ESMT. / ENTRANCE 0. TMP 61 -160 A BELVEDERE STATION LAND TRUST I D. 2203E 209 EROSION CONTROL LEGEND PRESENT USE: UNDEVELOPED RESIDUE E' i i ZONED: NMD DESCRIPTION KEY SYMBOL SILT FENCE 6 $F - X X - (LIMITS OF CONST. 1. 1. = 485.79 g IINLET PROTECTION IP = 487 IPERMANENT SEEDING PS D.B. 3545p. 54 IDUST CONTROL DC i i I!LIMITS OF CONST. - - ' TEMPORARY SANITARY LATERAL A CONSTRUCTION CE G 10' PRIVATE ESMT. / ENTRANCE 0. B A TYPICAL PRIVATE WATER METER & SANITARY SEWER LATERAL EASEMENT DETAIL WATER METER OR SANITARY LATERAL 1 - - -i- 5I L 5� 10 m 10' WATER METER 6 SANITARY LATERAL EASEMENTS ARE TO BE CENTERED ON THE ASBUILT LOCATIONS OF THE METERS AND /OR LINES. EROSION CONTROL & STORMWATER MANAGEMENT NOTE THIS SITE IS CURRENTLY COVERED BY AN APPROVED AND BONDED EROSION CONTROL AND STORMWA TER MANAGEMENT PLAN. MEASURES SHOWN HEREON ARE IN ADDITION TO, AND ARE TO SUPPLEMENT THAT PLAN. LEGEND 9g 5 PROPOSED GRADE (92.8) EXISTING GRADE I- - - - - - EXISTING SANITARY LATERAL F-- PROPOSED SANITARY LATERAL EXISTING SINGLE WATER METER 0-w-- PROPOSED SINGLE WATER METER �--w -- PROPOSED DOUBLE WATER METER EXISTING STORM LINE PROPOSED 8" PVC STORM LINE _ 6 10' PRIVATE DRAINAGE ESMT. PROPOSED 4" PCV ROOF LEADER 6 CLEAN OUT PROPOSED YARD DRAIN NDS, Inc. 851 North Harvard Ave. Lindsay, Ca 93247 Ph: (559) 562 -9888 Fax: (559) 562 -4488 Toll Free: 1 800 726 -1994 http : //'www.ndspro.com /index.asp i 4nAP SCALE 1" = 20' 20 i0 0 20 40 SCALE IN FEET PLASTIC YARD DRAIN DETAIL N.T.S. 12' NDS 12' PLASTIC ATRIUM GRATE PART NO. 1290 OR APPROVED EQUAL __ SLOPE TO DRAIN NDS 12 x 12' ADAPTER WITH 8' OUTLET x w r(sr PART NO. 1221 OR APPROVED EQUAL 4' PVC ROOF DRAIN 8'x 4' SLOPE 114': F (MIN.) VARIES PVC TEE TO DOWNSPOUT 8'x 8' 8' PVC TRUNKUNE PVC TEE ® 1.00% MINIMUM NDS 12" PLASTIC ATRIUM GRATE NDS 12" ADAPTER WITH 8" OUTLET OR APPROVED EQUAL (0 4-Z 0 TAJ 0: \PGA \TMPROJ\BELVEDERE\BLK4A LOTS 141 -145 SITE PLAN -2.pro a w 0 •• W N 0 0 ,0 0 � N 0 Q. Qr 0& U p rr.W >O O o� U. �a Jz � J C/1 p 0 y w < o Q 1:: Lu (n J Z 9 N W 0 CM 0 0� N 0 LE 0 LJ w �o ' �Z z 0 r ( Q °' w OW = d REVISIONS MAR. 11, 2011 PER SITE REVIEW COMMENTS MAY 12, 2011 PER ENGINEERING E 6 S COMMENTS MAY 18, 2011 ADD LANDSCAPE PLAN WIDEN WALK IN FRONT OF BUILDING DATE FEB. 1, 2011 SCALE 1" =20' CONTOUR INTERVAL 2 FEET EX. SAN. MH TOP = 490.94 20' SANITARY SEWER TOP = 492.83 1. 1. = 485.79 g m i I. I. = 487 I.OEASEMENT . = 485.69 Z D.B. 3545p. 54 I.0.= 486.78 i WI;(�(A() �aMwcdm PROP. WHO 0 SANITARY LATERAL W J p � G 10' PRIVATE ESMT. LEGEND 9g 5 PROPOSED GRADE (92.8) EXISTING GRADE I- - - - - - EXISTING SANITARY LATERAL F-- PROPOSED SANITARY LATERAL EXISTING SINGLE WATER METER 0-w-- PROPOSED SINGLE WATER METER �--w -- PROPOSED DOUBLE WATER METER EXISTING STORM LINE PROPOSED 8" PVC STORM LINE _ 6 10' PRIVATE DRAINAGE ESMT. PROPOSED 4" PCV ROOF LEADER 6 CLEAN OUT PROPOSED YARD DRAIN NDS, Inc. 851 North Harvard Ave. Lindsay, Ca 93247 Ph: (559) 562 -9888 Fax: (559) 562 -4488 Toll Free: 1 800 726 -1994 http : //'www.ndspro.com /index.asp i 4nAP SCALE 1" = 20' 20 i0 0 20 40 SCALE IN FEET PLASTIC YARD DRAIN DETAIL N.T.S. 12' NDS 12' PLASTIC ATRIUM GRATE PART NO. 1290 OR APPROVED EQUAL __ SLOPE TO DRAIN NDS 12 x 12' ADAPTER WITH 8' OUTLET x w r(sr PART NO. 1221 OR APPROVED EQUAL 4' PVC ROOF DRAIN 8'x 4' SLOPE 114': F (MIN.) VARIES PVC TEE TO DOWNSPOUT 8'x 8' 8' PVC TRUNKUNE PVC TEE ® 1.00% MINIMUM NDS 12" PLASTIC ATRIUM GRATE NDS 12" ADAPTER WITH 8" OUTLET OR APPROVED EQUAL (0 4-Z 0 TAJ 0: \PGA \TMPROJ\BELVEDERE\BLK4A LOTS 141 -145 SITE PLAN -2.pro a w 0 •• W N 0 0 ,0 0 � N 0 Q. Qr 0& U p rr.W >O O o� U. �a Jz � J C/1 p 0 y w < o Q 1:: Lu (n J Z 9 N W 0 CM 0 0� N 0 LE 0 LJ w �o ' �Z z 0 r ( Q °' w OW = d REVISIONS MAR. 11, 2011 PER SITE REVIEW COMMENTS MAY 12, 2011 PER ENGINEERING E 6 S COMMENTS MAY 18, 2011 ADD LANDSCAPE PLAN WIDEN WALK IN FRONT OF BUILDING DATE FEB. 1, 2011 SCALE 1" =20' CONTOUR INTERVAL 2 FEET FILE NUMBER 8438 SHEET 4/5 V 0 Z 0J CC'' Q g m i L ZW�� g it Z > a. <� r 0. � WI;(�(A() �aMwcdm III cc WHO 0 0. W J p � w m 0. FILE NUMBER 8438 SHEET 4/5 BELVEDERE CODE OF DEVELOPMENT LANDSCAPE REQUIREMENTS TABLE 7 ! MINIMUM PLANTING REQUIREMENTS Lot Width Deciduous Trees Evergreen Tree Shrubs 60 -100' 3 3 30 50' -60' 2 1 20 40'-49' 1 1 15 30'39' 1 W ^ v 10 is < 30° ! c 3 GALLON All disturbed areas must be re- vegetated with sod, grass. grouncdcover, or shrub masses. Homes with plant strips between the houses and the drivewaty are required to plant groundcover selected from the Belvedere Landscape Palette. Minimum Plant Sizes at Time of Installation: Tree Size Deciduous 2 /� caliper w ell bra nched Evergreen 6' height full) Shrubs 3 gallon container Landscape Specifications: The following specifications are the minimum standards that are acceptable for the installation of plant material in the residential neighborhoods: I . The contractor shall be responsible for site inspection prior to landscape construction and installation in order to acquaint himself with the exListing conditions. The Contractor shall be responsible for locating all existing underground utilities prior to beginning construction. Any planting conflict arising from existing utility locations shall be brought to the attention of the Owner. 2. The Contractor shall be responsible for providing positive drainage at 2% minimum in all planted areas. 3. The Contractor shall verify plant count from the plan, and shall provide and install all plant materials shown on th e approved plan. The plant schedule provided as f o r the Co ntractor's reference only; quantities shall be verified from om the approved d Ian. 4. The Contractor shall guarantee all plant ma terials for 1 year fro m th e ate of planting. S. The Owner or his designated agent shall approve any changes in plant mate rial. 6. All plant material shall be balled and burlapped or container grown and shall be well farmed, vigorous, growing specimens with gro wth t yp ical of th e variety riet y specified and free from injurious insects and diseases. 7. All trees and shrubs shall be installed as indicated on the approved landscape plan. 8. All plants and beds shall be mulched with a 3 inch layer of mulch , C'ODL OF DEVtiI BELVEDERE 10/10.!05 (As Revised 23;11)) -29_ TMP 626 -01 -A PHASE I OPEN SPACE BELVEDERE STATION LAND TRUST D.B. 3488 p. 552 PRESENT USE: OPEN SPACE ZONED: NMD ai r � - r � 5. V co 0. TMP 62G-01-5A-126 C. I � X LOT 126 D.I. p0 TYP. m JOHN OR ELISSA MROWKA I Q I I I w 183 EX. Y . D.B. 3824 � P • ca PRESENT RE SIDEN TIAL DWEL LING D.I. D. I. <Jr : .. �.. .... ._ PROP. � wv w }-i J I 3 O ZONED: NMD i wm ¢ cz m. °�� _.. M DRAIN. ESMTE w: �a � oc w m w m k.. Co m Ln U m I ZoW I O I OJNOO LU - -- -- -- -- -- m W V I "z C).WZ M.1. ". ..� . LOT °E' LOT T' LOT 'G' LOT 'p�......_:.._. L°OT'I' OT 'J' LOT 'K' I EX. WATER METER LOT 'A' LQT W . _• - -LOT C LOT.tD".-.. I ►- o 0 0 L ••�..._.�__..... w PROP. ASPHALT V.. PROP. ASPHALT I a N 2 10' PRIVATE GARAGE TYP. "' ° DRIVE GARAGE TYP. GARAGE TYP. 10' PRIVATE DRIVE EX SAN. LAT. ESMT. SAN. LAT. ESMT. EX. ¢ °° uw, UNDER DECK UNDER DECK I D. I. TYP. TYP. TYP. _:.. I D. ©c» TMP 62G -01 -5A -127 x C I Z EX. I , w LOT 127 ... BELVEDERE STATION LAND TRUST U. G. UTILITY- Y�mm PROP. D.I. m w w 552 """.., `'� VAULT " ._.M..� SAN. LAT. •,® � Iw-,- a D.B. 3488 p. , -,- T TYP. �' ZONED: NMD - �- ::: ..�....w ...w.� .:::: >:: " U.G. UTILITY i r V U Y ���. ,: ALT .;:.:.;:.. :::::.:::::. :z.:. ::: :::. �:•:..... .::.::. :::::........... I E I STM. MH .: .........::._ .:::...::::::::: - ;.::.;;;..;::;:..::::... >::;.. �:.::..::.:::.., '.; >:..;. :;:.::;............... . r i STM. MH Ln 1 I , I `mot I SAN. MH ` _ W EX. S GRATE \ u EX. EDGE OF PVMT. EX�.."1 EX. y - - SAN. MH GRATE - SHADRACK ALLEY - - T� 20 DRAINAGE ESMT. f— EXIST. Iwv TMP 62G -01 -5A -128 I EX. 20' PRIVATE ALLEY EXIST. D.B. 3545 p. 54 , SAN. LAT. LOT 128 °�, ( SAN. MH SAN. LAT. \ TYP. 20' SANITARY SEWER BELVEDERE STATION LAND TRUST ": I D.B. 3545 p. 54 TYP. / EASEMENT D.B. 3488 p. 552 D.B. 3545 p. 54 PRESENT USE: VACANT LOT ZONED: NMD I W L - _ - - - SANITARY LATERAL I RIP RAP 3 I & 10' PRIVATE ESMT, O I I ccI , TMP 61 -160 BELVEDERE STATION LAND TRUST I m I D.B. 2203 p. 209 PRESENT USE: UNDEVELOPED RESIDUE m ZONED: NMD SCALE 1" = 20' I II 20 10 0 20 40 SCALE IN FEET I I TMP 62G -01 -5A -129 LOT 129 BELVEDERE STATION LAND TRUST I D.B. 3488 p. 552 I PRESENT USE: VACANT LOT ° ZONED: NMD ° DECIDUOUS TREE L15T ° e II e e 5TR ET TREE NOTE STREET TREE5 5HALL BE PROVIDED BY THE DEVELOPER PER THE BELVEDERE, PHASE 1 BLOCK5 3, 4A, 5A, 6B d QA - ROAD AND STORM DRAIN IMPROVEMENT PLANS NOTE. THE DEVELOPER RE5ERVE-5 THE RIGHT TO 5UB51TUTE SHRUB AND TREE 5ELECTION5 SUBJECT TO APPROVAL BY THE COUNTY AND THE BELVEDERE ARCHITECTUAL 5TANOAR0 COMMITTEE . REWIRED 7REE5 AND 5HRUB5 DECIDUOUS TREE5 REQUIRED: I PER LOT a 30' OR LE-55 IN WIDTH = II TREE5 REQUIRED 11 TREE5 PROVIDED SHR(B5 REQUIRED: 5 PER LOT ® 30' OR LE-55 IN WIDTH = 55 SHRUB5 REQUIRED 33 BOXWOODS + 22 AZALEA5 55 SHRUB5 PROVIDED t9UANTI7Y 5YMBOL BOTANICAL NAME COMMON NAME CALIPER 5PACING 5PEC5. Z �\ �k�X 3 GALLON W n (L 4 F� rtf Acer rubrum �- _ O"U.v,i. •'wn.,;,"O^':ti+c. W ^ v _ B d B Azalea (Glenn Dale, Gable, c 3 GALLON EX. �/ Z •-- -..w. � EX. FACE OF CURB 4 •A F'roxlnus penn5ylvonlca GREEN A5H FH �. / I B $ B 1X W.M. BELVEDERE BOULEVARD EXISTING W.M. & 10 ' ESMT EX. 1 " W.M. NEW 1 " W. M. EXISTING 3 3 �, SERVICE �, 53' R -O -W I D.B. 3545 p. 54{ ( TO BE VACATED SERVICE TYP. SERVICE - , "... WATER METER TYP. 3 PROP. DBL. W.M. 'S & TYP. X 3 3 EX. EX. D.I. 3 EX. CURB &GUTTER 10'x 7.5' ESMT. TYP. D. 1. k :.. 5 r � - r � 5. V co 0. TMP 62G-01-5A-126 C. I � X LOT 126 D.I. p0 TYP. m JOHN OR ELISSA MROWKA I Q I I I w 183 EX. Y . D.B. 3824 � P • ca PRESENT RE SIDEN TIAL DWEL LING D.I. D. I. <Jr : .. �.. .... ._ PROP. � wv w }-i J I 3 O ZONED: NMD i wm ¢ cz m. °�� _.. M DRAIN. ESMTE w: �a � oc w m w m k.. Co m Ln U m I ZoW I O I OJNOO LU - -- -- -- -- -- m W V I "z C).WZ M.1. ". ..� . LOT °E' LOT T' LOT 'G' LOT 'p�......_:.._. L°OT'I' OT 'J' LOT 'K' I EX. WATER METER LOT 'A' LQT W . _• - -LOT C LOT.tD".-.. I ►- o 0 0 L ••�..._.�__..... w PROP. ASPHALT V.. PROP. ASPHALT I a N 2 10' PRIVATE GARAGE TYP. "' ° DRIVE GARAGE TYP. GARAGE TYP. 10' PRIVATE DRIVE EX SAN. LAT. ESMT. SAN. LAT. ESMT. EX. ¢ °° uw, UNDER DECK UNDER DECK I D. I. TYP. TYP. TYP. _:.. I D. ©c» TMP 62G -01 -5A -127 x C I Z EX. I , w LOT 127 ... BELVEDERE STATION LAND TRUST U. G. UTILITY- Y�mm PROP. D.I. m w w 552 """.., `'� VAULT " ._.M..� SAN. LAT. •,® � Iw-,- a D.B. 3488 p. , -,- T TYP. �' ZONED: NMD - �- ::: ..�....w ...w.� .:::: >:: " U.G. UTILITY i r V U Y ���. ,: ALT .;:.:.;:.. :::::.:::::. :z.:. ::: :::. �:•:..... .::.::. :::::........... I E I STM. MH .: .........::._ .:::...::::::::: - ;.::.;;;..;::;:..::::... >::;.. �:.::..::.:::.., '.; >:..;. :;:.::;............... . r i STM. MH Ln 1 I , I `mot I SAN. MH ` _ W EX. S GRATE \ u EX. EDGE OF PVMT. EX�.."1 EX. y - - SAN. MH GRATE - SHADRACK ALLEY - - T� 20 DRAINAGE ESMT. f— EXIST. Iwv TMP 62G -01 -5A -128 I EX. 20' PRIVATE ALLEY EXIST. D.B. 3545 p. 54 , SAN. LAT. LOT 128 °�, ( SAN. MH SAN. LAT. \ TYP. 20' SANITARY SEWER BELVEDERE STATION LAND TRUST ": I D.B. 3545 p. 54 TYP. / EASEMENT D.B. 3488 p. 552 D.B. 3545 p. 54 PRESENT USE: VACANT LOT ZONED: NMD I W L - _ - - - SANITARY LATERAL I RIP RAP 3 I & 10' PRIVATE ESMT, O I I ccI , TMP 61 -160 BELVEDERE STATION LAND TRUST I m I D.B. 2203 p. 209 PRESENT USE: UNDEVELOPED RESIDUE m ZONED: NMD SCALE 1" = 20' I II 20 10 0 20 40 SCALE IN FEET I I TMP 62G -01 -5A -129 LOT 129 BELVEDERE STATION LAND TRUST I D.B. 3488 p. 552 I PRESENT USE: VACANT LOT ° ZONED: NMD ° DECIDUOUS TREE L15T ° e II e e 5TR ET TREE NOTE STREET TREE5 5HALL BE PROVIDED BY THE DEVELOPER PER THE BELVEDERE, PHASE 1 BLOCK5 3, 4A, 5A, 6B d QA - ROAD AND STORM DRAIN IMPROVEMENT PLANS NOTE. THE DEVELOPER RE5ERVE-5 THE RIGHT TO 5UB51TUTE SHRUB AND TREE 5ELECTION5 SUBJECT TO APPROVAL BY THE COUNTY AND THE BELVEDERE ARCHITECTUAL 5TANOAR0 COMMITTEE . REWIRED 7REE5 AND 5HRUB5 DECIDUOUS TREE5 REQUIRED: I PER LOT a 30' OR LE-55 IN WIDTH = II TREE5 REQUIRED 11 TREE5 PROVIDED SHR(B5 REQUIRED: 5 PER LOT ® 30' OR LE-55 IN WIDTH = 55 SHRUB5 REQUIRED 33 BOXWOODS + 22 AZALEA5 55 SHRUB5 PROVIDED t9UANTI7Y 5YMBOL BOTANICAL NAME COMMON NAME CALIPER 5PACING 5PEC5. Z Boxwood (Green 3 GALLON 33 (L 4 •M Acer rubrum RED MAPLE 2.5" MIN. A5 5HOWN B d B Azalea (Glenn Dale, Gable, c 3 GALLON 22 Z Rhododendron 5pp. Girard, Kurume, 5atsukl) 4 •A F'roxlnus penn5ylvonlca GREEN A5H 2.5" MIN. A5 5HOWN B $ B 3 0 Quercus palustris PIN OAK 2.5" MIN. A5 SHOWN B $ B SHRUB L15T OUANT17Y 5YMBOL BOTANICAL NAME COMMON NAME 5PACING 5PEC5. O Z Boxwood (Green 3 GALLON 33 (L Buxus x cvs. Mountain, Green Velvet) A5 5HOWN CONTAINER a a Azalea (Glenn Dale, Gable, c 3 GALLON 22 Z Rhododendron 5pp. Girard, Kurume, 5atsukl) A5 5HOWN CONTAINER 0: \RGA \TMPROJ \BELVEDERE \BLK 4A LOTS 141 -145 SITE PLAN -2.pro , r VTT��. a w � � y U ^W N Z 2(0 g: = N� OL Qr () U 0 °CW OLL Z o� u, Cl) y r Z OJ N �ug O 0 LE 11I r L W "' W oC o z r. � C'3 rn W OW = a Fil REVISIONS MAY 18, 2011 ADD LANDSCAPE PLAN WIDEN WALK IN FRONT OF BUILDING DATE APRIL 25,201 SCALE 1" =20' CONTOUR INTERVAL 2 FEET P11 Y U O Z mS Z 7-::3 (L WCC W (L Z a V CL X co c w Q� cr W Z w 9 o ga W J W M FILE NUMBER 8438