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SDP200000043 Plan - Approved Stormwater Management Plan 2000-09-19
FINAL SITE DEVELOPMENT PLAN FOR HOLLYMEAD TOWNHOUSES TM 46132 PARCEL (1) -1 DB 902 PAGE 214 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA GENERAL WATER AND SEWER CONDITIONS 1. Work shall be subject to inspection by the Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of all existing utilities are not necessarily shown on the plans and, where shown, are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998. 4. Datum for all elevations shown in National Geodetic Survey. 15. The contractor shall be responsible for notifying "Miss Utility" (1- 800 - 552 - 7001). 6. All water and sewer pipes shall have a minimum of 3 feet of cover measured from the top of pipe, over the centerline of the pipe. This includes all fire hydrant lines, service laterals and water lines, etc. I 17. All water and sewer appurtenances are to be located outside of roadside ditches. 18. Valves on dead -end line shall be rodded to provide adequate restraint for the valve during a future extension of the line. ALBEMARLE COUNTY ENGINEERING GENERAL NOTES 1. Prior to commencement of any construction within any existing public right -of -way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (V.D.O.T.). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards of V.D.O.T., unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary in order to stabilize a drainage channel. 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. OF 10 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 18. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (289 CFR Part 1926). DRAWING INDEX SHEET 1 OF 10 SHEET 2 OF 10 SHEET 3 OF 10 SHEET 4 OF 10 SHEET 5 OF 10 SHEET 6 OF 10 SHEET 7 OF 10 SHEET 8 OF 10 SHEET 9 OF 10 SHEET 10 OF 10 COVER SHEET OVERVIEW SITE PLAN SITE PLAN UTILITY PLAN UTILITY PLAN WATERMAIN PROFILES SANITARY PROFILES STORMWATER PROFILES LANDSCAPING PLAN VICINITY MAP e�649 iiii■M Charlottesville - Albemarle Airport S. Hollymead Dr. SITE ou�e 2g vS� ---'\ Hollymead Drive Rt. 649 GENERAL NOTES 1. LOCATION AND DESIGN OF ANY PROPOSED SIGNS ARE TO BE SUBMITTED SEPARATELY AND TREATED AS AN AMENDMENT TO THIS PLAN. 2. DO NOT SCALE THESE DRAWINGS! USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 1 4. THERE IS NO 100 YEAR FLOODPLAIN ON THIS SITE. 5. THE STORMWATER MANAGEMENT AND BMP MEASURES SHOWN ARE SUBJECT TO MODIFICATION AS APPROVED BY THE ENGINEERING DEPARTMENT. 1 6. THIS SITE LIES WITHIN THE WATER RESOURCE PROTECTION AREA. 7. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF (1/2) FOOT CANDLE. 8. THERE WILL NOT BE ANY OUTDOOR LUMINAIRES EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS ON THIS SITE. EACH TOWNHOUSE SHALL HAVE A FRONT AND REAR WALL - MOUNTED FLOURESCENT LIGHT FIXTURE. 9. TRASH REMOVAL: NO DUMPSTERS WILL BE USED. TRASH CANS WILL BE COLLECTED AT CURB. 10. PROJECT DENSITY: 9.88 D.U. PER ACRES TOWNHOUSE MAXIMUM HEIGHT: 25 FEET 11. PHASE 1 SHALL CONSIST OF TOWNHOUSE BLOCKS 1 -6; WATERMAIN 'A'; SANITARY SEWER MANHOLES A -F; STORM SEWER STRUCTURES 1 -7, YARD INLET, AND DETENTION POND OUTLET STRUCTURE; PAVEMENT AS SHOWN ON PLANS. TIME PERIOD FOR CONSTRUCTION OF PHASE I IS ESTIMATED TO BE ONE (1) YEAR, AND SHALL BEGIN WHEN SITE PLAN APPROVAL IS OBTAINED. 12. PHASE 2 SHALL CONSIST OF TOWNHOUSE BLOCKS 7 -15; WATERLINE 'B'; SANITARY SEWER MANHOLES G -K, H1, H2; STORM SEWER STRUCTURES 8 -10; PAVEMENT AS SHOWN ON PLANS. TIME PERIOD FOR CONSTRUCTION OF PHASE II IS ESTIMATED TO BE TWO (2) YEARS, AND SHALL NOT BEGIN UNTIL PHASE I IS COMPLETED. 13. FIRE LANES WILL BE DESIGNATED BY SIGNS AND PAVEMENT MARKINGS AS STATED IN THE ALBEMARLE COUNTY FIRE PREVENTION CODE, SECTION 9 -7. 17'. A FIRE PROTECTION SPRINKLER SYSTEM SHALL BE INSTALLED IN EACH TOWNHOUSE. PLAIDS AND SPECIFICATIONS FOR SPRINKLER SYSTEMS SHALL BE SUBMITTED TO THE ALBEMARLE COUNTY DIVISION OF FIRE AND RESCUE AND ALBEMARLE COUNTY SERVICE AUTHORITY FOR APPROVAL. REFER TO DETAIL ON SHEETS 5 AND 6 FOR DUAL -USE WATER SERVICE. 15. THE TOT LOT SHALL BE COMPLETED PRIOR TO THE ISSUANCE OF THE 30TH CERTIFICATE OF OCCUPANCY. TOT LOT SHALL CONSIST OF THE FOLLOWING ITEMS PER SECTION 4.16.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE: 1 SLIDE 1 SWING 2 CLIMBERS 1 BUCKABOUT 2 BENCHES 16. THERE SHALL BE A PERMANENT EASEMENT OVER THE POND ACCESS ROAD, POND, AND OUTLET STRUCTURE. THE FOLLOWING IS A LIST OF THE SEVEN AGREEMENTS ATTACHED TO ZMA- 92 -02: 1. Development shall be in general accord with plan titled "Proposed Division of Parcels A, C -2, and D, Tax Map 46" dated February 24, 1992. 2. Thirty (30) feet on the north sides of North Hollymead Drive and Hollymead Drive shall be provided as open space and shall contain an impervious pathway and landscaping. 3. Landscaping in the open space adjacent to North Hollymead Drive and Hollymead Drive shall consist of not less than a double staggered row of screening trees planted 15 feet on center. 4. Improvements to North and South Hollymead Drive shall be in accordance with recommendations as stated in the Virginia Department of Transportation letter of March 23, 1992. 5. Yards shall be provided as follows: front yard (measured from road right -of -way or edge of access easement) -30 feet in depth; rear yard -20 feet in depth; side yard -10 feet in depth. 6. Access to adjacent property to the south of the townhouse development may be required at the time of site plan review if determined practicable. 7. This development shall become a part of the Hollymead PUD. APPROVALS PLANNING DEPARTMENT CHARLES WM. HURT & SHIRLEY FISHER, TRUSTEES ZONING DEPARTMENT 1141;0"18 `�pJ Fj�a, - 6 , INSPECTIONS DEPARTMENT y - �iggej�n9 P ub��Woi,(. FIRE OFFICIAL SERVICE AUTHORITY sinL ENGINEERING DEPARTMENT RIVANNA DISTRICT VIRGINIA DEPARTMENT OF TRANSPORTATION PROPOSED ELEVATION /CONTOUR VIRGINIA HEALTH DEPARTMENT INFORMATION SHOWN ON THESE PLANS WAS OBTAINED FROM BOARD OF ARCHITECTURAL REVIEW PLANS BY ROUDABUSH, GALE & ASSOC, INC. TITLED FIRE DEPARTMENT "HOLLYMEAD TOWNHOUSES" DATED MAY 17, 1999 DATUM: NAVD88, BASED ON USGS BM "X 155 RESET 1956" ZONING &LAND USE DATA LEGAL REFERENCE: TM 466 (2) -1 -1 SOURCE OF TITLE: DB 902 P. 214 OWNER: SOUTH 29 LAND TRUST PARKING LOT PAVING SPECIFICATIONS: REALIGNMENT OF SOUTH HOLLYMEAD DRIVE: 6" - #21A AGGREGATE BASE MATERIAL 8" - 21A AGGREGATE BASE MATERIAL 2.5" BM 25.0 3 "- BM 25.0 1.5 "- SM9.5A 2 "- SM9.5A LEGEND i DENOTES 18' WIDE FIRE LANE DENOTES EXISTING SLOPES GV CHARLES WM. HURT & SHIRLEY FISHER, TRUSTEES TPD P.O. BOX 8147 TP CHARLOTTESVILLE, VA 22906 ZONING: ZMA- 92 -02, ENTRANCE CORRIDOR DISTRICT MAGISTERIAL D!STPIC.T: RIVANNA DISTRICT SOURCE OF TOPE PROPOSED ELEVATION /CONTOUR AND BOUNDARY: INFORMATION SHOWN ON THESE PLANS WAS OBTAINED FROM PLANS BY ROUDABUSH, GALE & ASSOC, INC. TITLED "HOLLYMEAD TOWNHOUSES" DATED MAY 17, 1999 DATUM: NAVD88, BASED ON USGS BM "X 155 RESET 1956" BENCHMARK: NAIL SET IN 14" WHITE PINE, 25' WEST OF EXISTING ENTRANCE TO PROPERTY. ELEVATION = 513.00 SETBACKS: AS PER ZMA- 92 -02: FRONT YARD: 30' IN DEPTH SIDE YARD: 10' IN DEPTH REAR YARD: 20' IN DEPTH PROPOSED USE: THE EXISTING SITE IS UNDEVELOPED. THE PURPOSE OF THIS PROJECT IS TO DEVELOP THE PARCEL SO IT CAN ACCOMMODATE 64 TOWNHOUSE UNITS. SOME OF THE UNITS WILL HAVE BASEMENTS, WHILE MOST WILL BE BUILT ON A SLAB ON GRADE. PARKING SCHEDULE: 64 DWELLING UNITS ® 2 PARKING SPACES /UNIT = 128 SPACES REQUIRED, 136 SPACES PROVIDED. LAND USE SCHEDULE EXISTING % PROPOSED % BUILDING 0 SF 0% 57,504 SF 20% PAVED 0 SF 0% 76,461 SF 27% OPEN 282.160 SF 100% 148,195 SF 53% TOTAL 282,160 SF 100% 282,160 SF 100% PARKING LOT PAVING SPECIFICATIONS: REALIGNMENT OF SOUTH HOLLYMEAD DRIVE: 6" - #21A AGGREGATE BASE MATERIAL 8" - 21A AGGREGATE BASE MATERIAL 2.5" BM 25.0 3 "- BM 25.0 1.5 "- SM9.5A 2 "- SM9.5A LEGEND i DENOTES 18' WIDE FIRE LANE DENOTES EXISTING SLOPES GV GATE VALVE TPD TELEPHONE PEDESTAL TP TELEPHONE POLE PP POWER POLE -0 /E- OVERHEAD ELECTRIC [500] PROPOSED ELEVATION /CONTOUR 500 EXISTING ELEVATION /COUNTOUR W w E-+ O W W Ew-1 m w r24 CD O W O 0 10 � m M � C� 0 cc a � LO LO a CQ CQ to to � 0 as 0 a a 0 W� cd Fi Q) W -0 o_<� _+__; co >~ ccS pLTH OF ° TIMOTHY R. MILLER CERTIFICATE No. 30542 mess /ONAL ENG Job No.: 5657 File: 46B200.dwg Date: 3 -30 -00 Scale: As Shown 1: 11 Sheet No: 1 of 10 OP \ \\\ Sheets 4 and 6 PROPOSED RE- ALIGNMENT OF \ \ \\ SOUTH HOLLYMEAD DRIVE NY VeD / I \ / I , Sheets 3 and 5 TM 46B PARCEL (� F ' ' � HOLLYMEAD PROFESSIONAL CENiN L.L.C. v y ^� / // / / / / I — — _ OLLYMEgp DB 1772 -62 \� \ �� / / / /� / /� — — DRIVE \ ,,� DB 1467 -411 PLAT ,�� •II, ZONED: PUD �> ���� / i 660.00 /37 01 00 E\ \ / TM 46B PARCEL - 2A 1 ��� / . 11' Rad I — \ 15.7,8 \\ ( \ jf- / � g0 W. & C. STEV N N DDB 1568 -6 / 2� TM 46B PARCEL (2) -1 -2 C* // ��' p cx \ \\ DB 1 -411 PLAT � / �-�'� / STATE FARM MUTUAL °� °d�s M° � °red \\ \ ZONE . LID X / Q�'��f / AUTOMOBILE INSURANCE COMPAN R D °od \on SRO \\ / /��,� DB 1191 -470 �� DB ZONED? R6 PLAT ' Existing _--- / \ ��i \ _� Concrete - / \V \" Ditch °\ State oute 1520 1, -- ,� \ C1 - /i R ad 840' 00' / Well/ Pump I TM 46 PARCEL 28F \ \ ELVIN OR GEORGIA M. COLLIER \ \ DB 399 -174 \ DB 327 -118 PLAT \\ \ ZONED: R1 \ O \ \\ \gyp \ _ - 4\ \ TM 46 PARCEL 281 I1 \ MM1 ARD H. OR FRANCES B. BIRCKHEjq �\ DB 392 -29 ` \ \ ZONED: R1 i 4 \ I I I I I 1 50 0 50 100 150 SCALE: 1" = 50' I � J I 10 I B 1010 �e B 10 I 0 / / 0 / vr' \ \ z 461 �r Y / s��0 J 1 Exist. MH g' 4 I Asph o 6N/ / pork�n9 ,06' 1466 / o - i/ X xist. MH g o X'- X X 16 CONC. WALK / ° x ITO BE EXTENDED 1 x TO POOL AREA, 1 I AS SHOWN Pool I I I L —1 I I I 1 1 I 1 i`�.;:.,:<:::;::_ <�T x Conc x L Pool J \ / o - -_— / --'-X - 'X ---x o \ O se / o r / � i O / •11 g6� o Exist. MH / o • e • • Existing Pond ° Water Elevation = 463.35 Proposed Existing 4" Dia tlet Structure I Iron Riser Pipe 1 Existing 4" Dia I ran Outlet Pipe 1 1 I 1 SEE DETAIL — SHEET 4 TM 46B PARCEL (2) -2 -A HOLLMEAD CITIZEN'S ASSOCIATION DB 531 -308 (PLAT) OPEN SPACE ZONED R6 O GGe ' r- CQ n P �a rn LO LO to CM co Block Number 13 N m o co to � ° ° � o Building Setback I �J 10' 1 10 CERTIFICATE No. FS BL Building Footprint SBL 30542 '100.1 Finish Floor 24' �e SS��NAL EN F-4 �-+ NOTES: o 1. Each Block will be subdivided, platted CQ CV O TM 46 PARCEL 28G CV CQ the townhouses. 2. Actual building footprints may vary from is Job No.: 5657 File: 46B200.dwg JANICE L. SNOW what shown on these plans. DB 418 -440 O p DB 326 -92 PLAT c� separately. Scale: As Shown ZONED: R1 a \ \ z 461 �r Y / s��0 J 1 Exist. MH g' 4 I Asph o 6N/ / pork�n9 ,06' 1466 / o - i/ X xist. MH g o X'- X X 16 CONC. WALK / ° x ITO BE EXTENDED 1 x TO POOL AREA, 1 I AS SHOWN Pool I I I L —1 I I I 1 1 I 1 i`�.;:.,:<:::;::_ <�T x Conc x L Pool J \ / o - -_— / --'-X - 'X ---x o \ O se / o r / � i O / •11 g6� o Exist. MH / o • e • • Existing Pond ° Water Elevation = 463.35 Proposed Existing 4" Dia tlet Structure I Iron Riser Pipe 1 Existing 4" Dia I ran Outlet Pipe 1 1 I 1 SEE DETAIL — SHEET 4 TM 46B PARCEL (2) -2 -A HOLLMEAD CITIZEN'S ASSOCIATION DB 531 -308 (PLAT) OPEN SPACE ZONED R6 Property Line LO M co m r- CQ n rn LO LO to CM co Block Number 13 N m o co to � ° ° � o Building Setback I ° TIMOTHY R. MILLER n 10' 1 10 CERTIFICATE No. FS BL Building Footprint SBL 30542 '100.1 Finish Floor 24' �e SS��NAL EN F-4 �-+ NOTES: o 1. Each Block will be subdivided, platted CQ CV O 509.5 509.5 508.2 507.2 CV CQ the townhouses. 2. Actual building footprints may vary from is Job No.: 5657 File: 46B200.dwg L what shown on these plans. O p � c� separately. Scale: As Shown a a Property Line .Cri Block Number 13 N m � o Building Setback I ° TIMOTHY R. MILLER n 10' 1 10 CERTIFICATE No. FS BL Building Footprint SBL 30542 '100.1 Finish Floor 24' �e SS��NAL EN Elevation nP NOTES: 1. Each Block will be subdivided, platted O 509.5 509.5 508.2 507.2 I^ the townhouses. 2. Actual building footprints may vary from is Job No.: 5657 File: 46B200.dwg what shown on these plans. O p � c� separately. Scale: As Shown ---6 Sidewalk -- REV.: 6 -8 -00 W Q 8 -08 -00 W O � ct Property Line �'N, TH OF Block Number 13 N m � o Building Setback I ° TIMOTHY R. MILLER n 10' 1 10 CERTIFICATE No. FS BL Building Footprint SBL 30542 '100.1 Finish Floor 24' �e SS��NAL EN Elevation nP NOTES: 1. Each Block will be subdivided, platted 1 and recorded prior to construction of 509.5 509.5 508.2 507.2 I^ the townhouses. 2. Actual building footprints may vary from is Job No.: 5657 File: 46B200.dwg what shown on these plans. 3. Each townhouse will be sold Date: 3 -30 -00 separately. Scale: As Shown ---6 Sidewalk -- REV.: 6 -8 -00 CG 6 1 1 8 -08 -00 PO Cn 5R G-2 Sheet No: TYPICAL TOWNHOUSE BLOCK DETAIL 2 of 10 SCALE: 1" = 30' 4.5' Sidewalk Typical WIDTH VARIES rn CG -6 1.5" SM-9.5A CO CO CO cc 2.5" BM-25.0 CO rn LO LO CD CO 6 21A W E MATERIAL Typical Pavement Section Not To Scale > LO o CO C12 Handicap Standard Parking Parking co 8' 9' Typical Parking Detail Scale: 1" = 30' . ............ .......... ............ . ...... ttProposed Inlet �Yard I� I - ,/ NIP. D1 x`90 ( Existing D 0 480 A Emergency Spillway Refer to Sheet 9 for CN1 \ Detail of Section A —A . .... ED \ \ \ 12' -0" \ \ M cc \ \ \ \ 0 \ \ \ Surface = 3" Sod Cover °� m \ \ \ CD LO I F \ l Base = 6 VDOT 21 A 20 CD \ 2 EMERGENCY VEHICLE ACCESS DETAIL of 10 NOT TO SCALE W � o W co m 02 L y (� o as 0 a; w o� x �i / _..190 � � -; ga,d- I iv uL_ L_niuvuw TO POOL AREA, AS SHOWN I X 4� I Pool I I x I I i 1 I I I I — TX —X Conc X I Pool xLL L —__ J I ....... ........ J' > L NOTE: CONTRACTOR MUST KEEP VERY DETAILED RECORDS OF ALL SERVICE LINE INSTALLATIONS DURING CONSTRUCTION. EASEMENTS WILL BE DEDICATED BASED ON AS -BUILT LOCATIONS. SCALE: 1" _ ., 5/8" Meter Yoke & Box Fire Suppression —1 4x4 Tee Line i ,cam TFire Suppression Line � III O � Q W � W � Q � W � i� � r�r u F� w cv s~ �.0 a� W � c1� o���,pITH OF TIMOTHY R. MILLER CERI1FlCA7E No. _51 � 30542 NAL E�G� 2" Global Valve I I 2" Global Valve 4x2 Reducer 4x2 Reducer 1-10'- 101 Job No.: 5657 File: 46B202.dwg Date: 3 -30 -00 Easement _ J L _ _ _ _ _ — Scale: 1" = 30' b 4" cv REV.: 6 -8 -00 0 8 -08 -00 9 -08 -00 Watermain 8 x 4 Tee 8" CLS2 DIP Typical Dual —Use, Service & Fire Suppression Connection Not To Scale Sheet No: 6 of 10 KENNEDY GUARDIAN (K -81A) MUELLER CENTURION (A -423) nR APPRnvFn FWAI NOTES: 1. 7 CU FT GRAVEL. CRETE BASE AND THRUST 2. 2500 PSI CON AGAINST UNDISTURBED STABLE SOIL. 3. STEEL PILE 4. VALVE BOX 5. 6" GATE VALVE 6. 8" x6" TEE HYDRANT MUST BE ED WITH CHARLOTTESVILLE )S WHICH IS THE LOCAL 4RD. 7. WHEN THE SOIL IS DISTURIBED OR WHEN A HYDRANT IS LOCATED IN A ALL, ANCHOR THE VALVE TO THE HYDRANT WITH 2 -3/4" THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY A STEEL MILE LL BE USED AS ADDITII SHALL ONA L SUPPORT. 8. 3/4" THREADED RODS TO MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED OR ASPHALT COATED. 4 1 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL of 10 NO SCALE NOTE: 1. SURROUND WEEP HOLE S WITH GRAVEL AND EEP FREE OF CONCRETE. K 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT (INCLUDING DITCHES). 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. ("iiiii-i WATERMAIN "A" 7 of 10 SCALE: HORIZONTAL: 1" = 30' VERTICAL: 1" = 10' 5 __ ........ _ , ..... - ..... 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INV =._ 478.9. _.... . _ _ - - -__ ...... _ ... _ 1.111.... ... __... _ _ . _ . 11 .. _ . ........ .....1.1.1.1 480 6 +00 7 +00 8 +00 9 +00 10 +00 ............................... _.............................. ............................... ... ............................... ..... ...... .:........... 11.11 ....11.11. . .. ............................... _...................................................................................................................................................... 2 WATERMAIN "A" tqonjt ���HOR�IZONTA7L:1- �=30' VERTICAL: 1" = 10' 520 U`3 03 M co r- cla M m k I VD I 00 Lo � 520 ...... ......I ................... ... o co ........ ......... ...... ...... ............................... _ ........................... ................._ ... .. ............. . .....................:............. ............................... ..1....1....1.........1........ .... .. _ . ... . .... _ .............. ..... ... ... ...................................... ............................... ..... .1..111 ......... ............................... ........... ............................... .....1.............111 ..... ............................... ...................... . ...... .. ...... ................ ...... .... ... ......................_.................................................. ............................... ........................__. .......................................................................:.......... ................._............. ........................_ ................. _ ....... - _ ............................................._............................................................................................. . ..................................................................................................................................... ............................... ............................... ...... .... .....................11.......1 .....1 .... .......................... clllll� ............................... ....................................................._....... ......................... ............ :.................. _.....................................................................................................................................,...................................................................................................... . _.............................................................................. ............................... .........11..1.........1............................ .... .... ... .............................I- .... .11..11 .... ,>-a C� W 9 o di W Existirr::::Gi ............ ........ . � 1 �. � � �.. 4.. �.. �'.- �... �. �...- w.� -...... 0..�..�.. �.... . .- . . �- � �- �* �- �..�..�..�. �..*�.. ...�..l �..�. �.. �I .! ,...I �....- �. ..... ... 1111 ..... .. . ... ... . .... ....- .. 510 ... ..... ............................... ...I.... ......111...................1.. ......... .. . � � ....... ... ...... ... .."..�........ .... ... .... ....... .. . . 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I ... ............ ............ 1.111. 1111 1111.. ... ... .. ... A.�� .M.............................................. ............................... 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A 1111. . . on .. .... it&y... .. ..490 ..I . . .... ............................... .. .... .... ..........................._...................... . ... . ............. .... . .... .. ............................... ........ _..... ........ ........_...................... ............. . .... . ....._.....................................................:.. ............................... ..... ......... ............ ............................ ............................... ..... ._ ........... ...... ....._ ... ... _ . ......... ...... ................... .. .............................._ ........1111 _ 1111. _........................._..... ............................... ... . 4 0 $ ............................................................................ ....... ................................................. ................................................................................................................. ........... ..... ............................... _.............................. ............................... ... ............................... ..... ...... .:........... 11.11 ....11.11. . .. ............................... _...................................................................................................................................................... .... ... ......._....................... ......_ .... ............................... ..............................................................:.................... ................ ............................... . : ....................... ..._........ .......................... ........... ............................... ........... . 1480 0 +00 1+00 2 +00 3 +00 (' 3 WATERMAIN "B" 7 of 10 SCALE: HORIZONTAL: 1" = 30' VERTICAL: 1" = 10' NOTES: 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP.). DCERTn]FICATE `i c � y ° LE - LR v a o. -�4v �' G Job No.: 5657 File: 46B203.dwg D ate: 3 -30 -00 Scale: As Shown REV.: 6 -8 -00 Sheet No: 7 of 10 U`3 03 M co r- cla M m k I VD I 00 Lo � Il ill m o co p-i--iiiiii W U x i) a �. � [n C-13 clllll� w _ E-� ,>-a C� W 9 o di W I Q0 W � � O W >- i) F---{ r:1:4 >e o w z W Q 0 >- '� a a DCERTn]FICATE `i c � y ° LE - LR v a o. -�4v �' G Job No.: 5657 File: 46B203.dwg D ate: 3 -30 -00 Scale: As Shown REV.: 6 -8 -00 Sheet No: 7 of 10 «d . 1111., .Pi t:x i) :;_�' [n W 0-4 _ E-� O C� W �j O O W � � O 0 C) 0 a_, z W Q � >- '� P -" 0) Q >-4 'C = w E-i --� Fw &" 4-i F-+ O U . ri 1.4 O.- m � Q �---a �O W cL5 I~ 1~ Ct . 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STA -0 +00 1 ::::::::::::..:...:.:::....... - - - MH_g (*__1� SANITARY "A" of 10 SCALE: 8 HORIZONTAL: 1" = 30' VERTICAL: 1" = 10' r2___� SANITARY "B" 8 of I0 SCALE: HORIZONTAL: 1" = 30' VERTICAL: 1" = 10' 510 L L ........ ...... I _ _ ........ ......... _ 1 .... 1 _....... ....... ...... f 1111 .............. ...... ,: ....1111. ......... ......... 1111 ...... ...I.. l_ _ .. I_ :. _ ......... ......... .... ... _. ...... ....1....................... ...... �........ 1 1 .................... ..... ......... ..... _ . __........ I _ . .. .. ................ 11 ..... .. ....... ..... ...... ...... ........... ........ ....1... ......... .......... ....... ......... _11 ........ ......... . ......... ......... .............. ..... ......... ...... ......... _11.11. ........ ...... ... . 510 ........ ..... I_ ........................... .................................. _ ......... .11.....1 .............. . ....... .......... ........... .. ................... l ._ .......... ......._ I l _ _I _.. ......... ..............11........11. . ..... ............. ......... ... _ 1111 ..... . ... .... ......._ I... ... ........ L.. ..... I... _. ... ..... ... ..... ..... f a....... I f .... ..... ........ 510 L� J 1 _... ............................... ...�........................... _ ......... ... ......... f L 1.111, U) U) W L. ........ Lo C) 1-4 ... � ............................: .............................................._............................................................._................................._.._........................................................... 1 % ....... ... ................ ............ 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INV IN. =479.1 ........ a 1..... a: ................ . MH- } 490 490 1111 ................................. .............._ ,....... .. ............................... ....._. ............11............1 1 ........ ......... _....... ......... ........... .... _f _ . ...................................... 1..... .... .................................. ..._........ ....... INV...OUT= 438:9 1480 . I I : 1 1 I .......... _. _.. _... 1 T4P- 481.5 . .... ... ......... _ - l IMV 1N ?173.6 _ FROM MH F .... ............................... _.I..._ _ _..._ _........ .... _ :. _ ... .... .. ............. Existing Grade ........ ...... .... ...... ...._ ........ :. I .. M.IA F...... _. - ( - ..... . ._ _. f STA -2 +19 ...........................II .. ....... 1 1 1 _ ....._ --_ .. l .... I ... : :.. !�,......... - : :,� �... `1111. t. `� J _ _ _. ......... & _._ ........ .... ... ......... , . a.:...... _ L ..: I ..::.... I _ .... ...... .. . 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I .__. ... .. .... 470 I I I . Wit....Drop net f _1111.. I T ......... I Crossing (... ..... ..... __ .1.111.. i 470 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 3 SANITARY "C" 8 of 10 SCALE: HORIZONTAL: 1" = 30' VERTICAL: 1" = 10' (*__4 SANITARY "C" Cont 8 of 10 SCALE: HORIZONTAL: 1" = 30' VERTICAL: 1" = 10' 500' 1 4901111 ---- Uu iyr- r.z INV 01 I I - 1 - : INV...flUT =489.8 l .... 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I.: .................. ............................... ........................................... ............................... - ..11.1.1 ....... y- '....- -....- 1111 - 1111.. —...- .... 1111 - 1111 -.. - ... f......�°'`__''....- _..........................................!.......................................... � ...1111 _ ............................... 510 L� ... . ... .........:............_.....................................................................................................................................................;................................. 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W ................:.................................................................................................................. ............................... ................ ...........................S..0 ...... T :.................. ............................... PP Y (YP) ....... ...........................I... . 1111. a" I VC ..............................: 2.� e. .............. .... ..........11..11............... . 500 � .............................. ......: .......... ..._........................... — - -� .................................................................................................................................. ...... ............................... I .......................... ...................... ............................... 1.61. , .......................... . „ ... .....I.................. ......_._............._....................................................,................................................. 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MILLER CERTIFICATE No. �, 30542 7 , O� 1k \a �eSS��NAL ENG Job No.: 5657 File: 46B204.dwg Date: 3 -30 -00 r5_"�� SANITARY "D" Scale: As Shown of 10 SCALE: 8 HORIZONTAL: 1" = 30' REV.: 6 -8 -00 VERTICAL: 1" = 10' 8 -08 -00 NOTES: 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. Sheet No: 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). 8 of 10 = co co � M � °' m u') cc m I co . ,--.q 4 o m c 9 W x . ,....4 �;;_ W � a w �4 ~ L� iC5 w � U) U) W � � Lo C) 1-4 ',:� �-� � CD rn r2t� 0 W >. UO � y 0 I as W 6 W W a° : a o���p,LTH pr i- c ° TIMOTHY R. MILLER CERTIFICATE No. �, 30542 7 , O� 1k \a �eSS��NAL ENG Job No.: 5657 File: 46B204.dwg Date: 3 -30 -00 r5_"�� SANITARY "D" Scale: As Shown of 10 SCALE: 8 HORIZONTAL: 1" = 30' REV.: 6 -8 -00 VERTICAL: 1" = 10' 8 -08 -00 NOTES: 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. Sheet No: 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). 8 of 10 CTd . r-1 I~ . ,--.q UO . ,....4 �;;_ � U) W E, O � U) U) W � � U W � C) 0 O co F� ^ I� n I--4 W W W 0:� ,0 W � U i C) �-4 Q:� .U) r__) (O F_� CK5 �__i Co .,-, o���p,LTH pr i- c ° TIMOTHY R. MILLER CERTIFICATE No. �, 30542 7 , O� 1k \a �eSS��NAL ENG Job No.: 5657 File: 46B204.dwg Date: 3 -30 -00 r5_"�� SANITARY "D" Scale: As Shown of 10 SCALE: 8 HORIZONTAL: 1" = 30' REV.: 6 -8 -00 VERTICAL: 1" = 10' 8 -08 -00 NOTES: 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. Sheet No: 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). 8 of 10 STORMWATER STRUCTURE SCHEDULE STIR TYPE LENGTH TOP IN OUT 1 HW - - - ............................... 471.50 ...................................... ............................... 2 .............................................................................................................................................................. MH - 488.50 481.50 ............................... 1.....................111...... 481.40 ............................................................... 3 ........................................................................................................... ............................... MH - 500.50 492.5 ............................... .............1.1........11..... 492.40 .... .. ........................... ............. .. ... ... ................ . 4 .... .. ...................................................................................................................... MH - 500.00 ....................482.1.0... 496.30 .........................482.00 496.20 5 DI- 3A ..... ...........2..5 -_ ... - -- 487.50 .................................................................................... I ........2...................... ................................................................................................. 6 DI -3A .......1....................... 2.5......... 491.30 .................... 486.50...... ..................486.40....... i ....................................... ........... 7 ...... I .... ......... . DI -3A 2.5 1111 494.80 ........ 489.60 ... .........................489.00 489.50 ... _ ..................1........... 8 DI -3A.. 2.5........ 496.00........... 489.1.0 . STA =2 +91 9 DI -3A ___. ......... .5 498.50 ....... 493.20 .. 493.10 . 10 . DI -3A 2.5 506.50 ...... - ......... 501.30 - -__.. Y1 DI -1 ..2..., - 498.00 - 494.20 Existing 4" Iron - Riser Pipe. Cut pipe at base and fill with grout. Pond Elev =463.5 Conc Anti - Vortex Device w /2'x2' Grate Inlet i - ---r- I I .. __ ..... _ . __ .... . : -_ . .... ......._� 1 J .1111... _ _ .. ... ......I.. - 1111... :. :. ::: 1111. 1111 1111. 1111 .. 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Fmtshed E x +st +r} .r -� 1111 ................. ,,.. _ _:: ,.. ........ STR 4 _. ,! i >_ _... _ 1. 1111._. 1_11111111 I _1 __ __ Grade. grddb _. 1111. .. .... �.- ........ .... ........ : ..._.. ....... STA =2 +91 Cd 4901 ISTR - STA- 0 +t10 11 _ _.. S... TR 5 r � 4 . _. ..... _ TOP 50Q.Q 4 90 a W -- 11 . _ ... f 1 _111 1. ... ....... sTA 2 +2 LNV IN= 496.3....... .�. . _ C P P 1 3 1 o .................. .......... 11 ... _�:��:... 4 � _ . _ .... _ / 2 _ - ,. �<... 5 1 _ TOP. 500 5 _ INV OUT 4915.2 . --- r 1. I _. _ r ''. INV tN 492 5 _ 1111 1111 -.. 1 „1111. . 1 ---�'W , ......... ........ 1111 1111.. - ..,. --- -. - ...�•••., :.�,,.., .......... 11 c GPP CAD.. 2. 3� -1111 , .... .... ... :......... . .�..�. 1111:..- ......... 11 5 ,,r 1111. _ l�� l 8 SANITARY- Y . ... 8 al W ATITRM N _ _ _ _ __ ........ ..... ..... _. ... _1111 r �� 1g2 .. J �. 4801 SEWER -- CROSSING _ I 480 480 _ _ ........ .......I... . _ _... 11_1:1._ - _--- 1111 _ _ ... .. .. _ ....... ......_.......:::: ,_ . xiCPP 1:9% ._....... 111 .. 1:,:111 ...... ........... .. ..... ....... : _ 1111. ,� .. a.... STR...2 ............... .........: ......... .. ...1..... ........ ......... .. ; ........ i all b STIR 4 shall E . led....on ............. stal f I ........ .....11.11.. .. .1111... ...... .. 11.11...... ........ \ � .... ........................ .......... 1111.. , ... .. STA =O4 - 0 ................. Q _1111. ...... ..... ... ..1.111.. ...._ ........... ........ end of ex Ist.in 1. ........ GM.P.,... ... 1 I ....... ....1..........11............1 . .. / rQQ p p 1111 . 1 ....... ......y .. ... Cy{........ ......... .....TOP = 488.5 .. ............ ........1111. ... ... '.. ... 1111. 1111 .. ......................... .... .. :...................................................... ... ...................... ... ... L _1111. _111,1... J ............... ............................... r- - 1111 y ........ -1111 6. . t.. ......... ..... ..111.1.. .. .... ......... ........... .. 11.1".. _ ... ........1111. ......... ...... ......... ... ..... ... ..........- I ... ....... ....... ......... ........... .... ...... ....... ........ i I .... .............. ...... ......... ..... ...... 11111111 INV OUT =481.4 .......I ... .......... . _,111 1... ......... .. ................................... .................. _11 ... 1 _ .. a .......... .. ...... ........ .. 470 .... _... ..... .... . . 0 +00 1+00 2 +00 3 +00 4 +00 .. 470 STR 1.....Headwall.. . ... .... .. :.......... STA =O +OQ ... .. .... .. .............. .. .... .... .... .... ............................... LNy... x....47 , ,. .......... .. . ............ .1.11........1 ...... 460 .. ... .. . . .. ..... ............... _ ..... ... ......... .............. . ...... .......... 460 0 +00 1+00 2 +00 3 +00 ri`�� STORMWATER "A" 9 o SCALE: HORIZONTAL: 1" = .30' VERTICAL: in = to, Im 48" Dia Conc Manhole Top = 463.5 Inv = 460.0 Top of Embankment Elev = 466.7 50' - 15" RCP ® 4.0% Install EC -3 Type A over section of embankment disturbed by installation of outlet pipe. STORMWATER RETENTION POND - CROSS SECTION SCALE: 1" = 5' (Horz & Vert) End - Section Inv = 458.00 Stormwater Conveyance Channel Type B to existing channel Elev =448.0 I 510 _. ............... � ..................... .......... 1111.. ... `` 1111. 1111 1111. ....... .. I J... J _ 1111. _ J 1111... 1.111.. 1111 1111 1111 1111... 1111 :1111_ 1.111...... ......... .......... .... . 1.... 1... _ .._ 1111. _ ...,..... 1111. ......... ......... 1111. l .. l.. 1........ : ...... .... ... ...... . -_1111. . ....1111 ... 1111... .. 1111 1111.. ......... ... 1,111. ........ 1111. ................ 1111. I .. __. ... .:.:.. r::...... .:1::. J........... .. ..... ...... J ___ .. .:... ............... .l 1111..., 1111 - ... ..... ..... .... .... ..... ........ ........ J ........................................................ ... ..... .... ......._� 1 J .1111... _ _ .. ... ......I.. - 1111... :. :. ::: 1111. 1111 1111. 1111 .. I 510 ..I...... ......... ..... ......... ........ ...._.... .... ........ ........ ......... ... ....... ...... , ___1111 _ � ........................ .......... .. ...... ...... .... _.. I. l i ..... .... ....... ...... __ ..... ....... 1111. 1... .. _ ......... .J .. ..... . ._ .... .. 1........ 1........ .. _ _ ......... .......... ....11 ..1 ........1 .......:..: ........ ...... ... _1111.. YARq .1ILET , -' C) C) W _. ................................................. L ............................... ..1.111.. ... ................................ .. .......... ...........1 .......... ...... _... ......... ....... ::.. ...... ......... ......... ..... :: :: I ......... .. I STR T EXISTING L........._ _. a STA -4.60 l �a I...... I. _1111.. _......... _ : _... _ _ .. .... :1 .... _ . 1111...... ....... .. ;.. I _ . _ _.. _ . .. ..... ::G . A .E ... R D STR -3 +24 __ T :1111.. ..::: -::.9 ......... . TOP 4 8.0 :1111... I 500 � 1�4 I STR _6 1111.. .. .1111 .... ......... ..... ... ......... ......... .1111... TOP =4948 ...I....... ... .1.111... 1111. _ rNV -494:2 500 W ..... ... ....I ............. .... ....... ......... ......... ... ....STA= 2 #09..... ....1111. .... 1111.. ........IN.*V ..IN= 489:6.... ':1111 ....... ......... ..... ............ .. W ,! i >_ _... _ 1. 1111._ .... .... ......... ........... .................. .... ........r...... TOP= 491.3 FINISHED _ ..... . .:::. I T =4. . ....._ .... ..1 111. ................ , 1111- - ---... __........_ - -... -- _....I _ . ......... ......... ..... ............ Cd W ISTR - STA- 0 +t10 11 _ _.. S... TR 5 _ .. 1.... � V = 1 111 GRADE . ...1111.. INV IN 486.5 ... ... ,1111 __.......... .....»r, _ _ _ 1111.. J .. _ ... a W _. 1111 - TQP 488.5 - _1111 _ . _1111_ _1111 _ L. _ STA- + L_ 0 27 _ _... _ ......... _ _ _ _ _ INV OUT -488.4 .�. . _ C P P 1 3 1 o .................. .......... 11 ... _�:��:... 4 � 490 _. INV 1N 481,5 - INV OUT 481.4- _ _ l 1111_ _ _ TOP .487.5 IN.V....IN= 482.1; l _ J... 1111. . --- r 1. l............ 490 U) 1 ....._........ I _ 1111 1111 -.. 1 „1111. . 1 ---�'W , ......... ........ 1111 1111.. - ..,. --- -. - ...�•••., :.�,,.., .......... 11 c GPP CAD.. 2. 3� -1111 , .... .... ... :......... . .�..�. 1111:..- ......... 11 5 ,,r 1111. _ 111:1 1111. ... .. 1111...- - 1111.. - ........ J I ,_ _ 1111. ........ .. -.. 1111 1111. 1111. ... ........ .....:........ ......... J I I ,�-4 � 11 . 11............. .............� ... _1111 r �� 1g2 .. J �. -15 1 ...1111 I J .... .::. J_ ... _ .. ...... .... 1111.... _. ........ _ ........_ I L. ....1111... ....... _....... ... I 480 - ,1,1:11.. :1111.. I ....... ........ i �..� .............. _ _ ........ .......I... . _ _... 11_1:1._ - _--- 1111 _ _ ... .. .. _ ....... ......_.......:::: ,_ . xiCPP 1:9% ._....... 111 .. 1:,:111 ...... ........... .. ..... ....... : _ 1111. ! .... ........ ... I .. .... _ .. ........... 11 r I .. .... . ..... r _ .......... ........... ..... ...... .... ...... ............... ... ... ....... .11.11.. 1_..111. _.. 11.111, 1_ I.... ...i .... ........ ........ ........ ....: ... __ _J 11 f I ........ .....11.11.. .. .1111... ...... .. 11.11...... ............. .. ......... ............ ...111....1.. V.:.:....:. » _1111. ...... ..... ... ..1.111.. L:. 1 1 I J ... ......_. ................. ....... .... _1 ... ............ .... ....._.. ......... -1... .. ........... . 1111... . 8 SANIT : RY J_ 11 _1111. L _1111. _111,1... J ............. ... :.... t.. ......... ..... ..111.1.. .. .... ......... ........... .. 11.1".. _ ... .. ...... ..... ......... ....... . :... ................... ..CROSSING....... -:. ......... ....... . .. 1 s .. ..... ... .. .. ......................... .. .... ........ ... I ... ....... ....... ......... ........... .... ...... ....... ........ i I .... .............. ...... ......... ..... ...... ! 470 -... _ I __ - 1 _ .. a .......... .. ...... ........ .. J. i , i_ i 470 0 +00 1+00 2 +00 3 +00 4 +00 L 1 STORMWATER "B" 9 of 10 SCALE: HORIZONTAL: 1" = 30' VERTICAL: in = 10' ('hnnnel NOTES: 1. Channel Blanket, shall be North American Green, Model C350, or equal. TYP E A 6' 1 4' .II I i 4 -12 III II III 1.45' X11 I,i 18" ,I II II; IIIIIII KEY IN FILTER n d = g III ( I I I it= III I I CLOTH 60 - 9 n - I 50 .1 I I I I FILTER CLOTH -I 1I- TYPE B A!fi3 CAL F: ATER "C" 5 STORMWATER CONVEYANCE CHANNEL SCALE: HORIZONTAL: 1" = 30' 9 of 10 NOT TO SCALE VERTICAL: in = 10' DCER11FICATE `i 0 ° LER . � ��. G� Job No.: 5657 Fi le: 46B205.dwg Date: 3 -30 -00 Scale: As Shown REV.: 6 -8 -00 8 -08 -00 Sheet No: 9 of 10 U') rn co c Ll- CIQ M I a, � '0 co M co u•) � o co , -' C) C) W U x .rj Z U w �a W �;�, C-13 C W � 1�4 E--i ,>i-4 � o W , cco rn � = O W ,! i >_ �:D C/') .. � d ��--� I-- 4 > O P4 Cd W CO c: a DCER11FICATE `i 0 ° LER . � ��. G� Job No.: 5657 Fi le: 46B205.dwg Date: 3 -30 -00 Scale: As Shown REV.: 6 -8 -00 8 -08 -00 Sheet No: 9 of 10 co . r--, r .F.-I 4.0 .rj Z U W �;�, i:/q O 1�4 E--i 0 W � O U O O Cd W W W E1 ,.c Q W O U U) � o E-� .� 0 ,�-4 � .9) Q �- - �O PE.-I Cd co .� I4 DCER11FICATE `i 0 ° LER . � ��. G� Job No.: 5657 Fi le: 46B205.dwg Date: 3 -30 -00 Scale: As Shown REV.: 6 -8 -00 8 -08 -00 Sheet No: 9 of 10 / A 1 f 4b• t / TPD i C' `\ I \ \ 11 � ll �II \ 1l \ I \ r; M� 1 ' 1 � , 1 1 1/ LANDSCAPING REQUIREMENTS STREET TREES: 1 LARGE SHADE TREE PER 50' OF ROAD FRONTAGE 1134/50 =23 LARGE SHADE TREES REQUIRED 23 PROVIDED: 13 —RED MAPLE 10 —PIN OAK CANOPY SUB —TOTAL = 7,882 sf INTERIOR TREES: 5% OF PAVEMENT 0.5 * 76,461 = 3,823 sf REQUIRED 1 LARGE OR MEDIUM SHADE TREE PER TEN PARKING SPACES 136 /10 = 13.6 TREES REQUIRED 18 PROVIDED: 14 — RED MAPLE 11 — BRADFORD PEAR 25 — DOGWOODS CANOPY SUB —TOTAL = 12,957 sf SCREENING TREES: T -5 I \ 33 T -1 It sy L--' r- 1 Existing imm - • - • LANDSCAPE NOTES: 1. There will not be any street lighting. Each townhouse unit will have a wall mounted incandescent light fixture on the front and rear. 2. There wiil not be any fencing visible from the Entrance Corridor. 3. There will not be any mechanical equipment visible from the Entrance Corridor. 4. The subdivision sign will not be visible from the Entrance Corridor because of the crest on South Hollymead Drive near the intersection with State Farm Bouelvard. C71,CV �' � m co CD co CD CD c� z a � 0 CQ CQ L X M 0 0 a; a z a. �n Q o`���LTH ° TIMOTHY R. MILLER CERTIFICATE No. 30542 S,aNAL E Job No.: 5657 File: 46B206.dwg Date: 3 -30 -00 Scale: V = 40' REV.: 6 -5 -00 8 -04 -00 Sheet No: 0 U .b, ccs U v� Cz Cz 10 of 10 LANDSCAPE SCHEDULE TREE BOTANICAL & CALIPER HEIGHT TOTAL TOTAL CANOPY QUANTITY TOTAL KEY COMMON NAME @ @ HEIGHT WIDTH 10 YEARS PLANTED CANOPY "VARIETY" PLANTING PLANTING 10 YEARS 10 YEARS 10 YEARS P T -1 Acer Rubrum 2 112" 10' 25' 22' 314 27 8,478 r Red Maple 0 P Q!uercus Pal ustris P T -2 2 112" 12' 30' 21' 380 10 3800 Pin Oak 3 ................................................................................... ............................... e d T -3 Cornus Florida 21/2" 8' 18' 18' 254 25 6,350 Flowering Dogwood T ............ . .......... .... ............ .......... I — — .............. .. ............. Pyrus Calleryana ....... ............................................ .................... ...... . T -4 2 1/2" 8' 20' 17' 201 11 2,211 r Bradford Pear e....... e e ... ...... Cu�ypres. Lellandii .......................... ... .. T -5 N/A 6' 30' 8' 50 72 3,608 Leyland Cypress E X -1 Red Oak N/A N/A 25' 18' 254 2 508 x Quercus Rubra ..................... _... i._ S .......... ... Flowering Dogwood ....................... ............................... ... X -2 N/A N/A 18' 18' 254 2 508 t Cornus Florida Bradford Pear T X -3 N/A N/A 20' 17' 201 8 1,600 r Pyrus Calleryana ....... ...... .................................................. _........._..................., e White Pine e X -4 N/A N/A 25' 13' 133 4 532 S Pinus Strobus Total Canopy: Proposed = 24,439 SF Existing = 3,156 SF C71,CV �' � m co CD co CD CD c� z a � 0 CQ CQ L X M 0 0 a; a z a. �n Q o`���LTH ° TIMOTHY R. MILLER CERTIFICATE No. 30542 S,aNAL E Job No.: 5657 File: 46B206.dwg Date: 3 -30 -00 Scale: V = 40' REV.: 6 -5 -00 8 -04 -00 Sheet No: 0 U .b, ccs U v� Cz Cz 10 of 10