Loading...
HomeMy WebLinkAbout039-96 Preston Place Townhouses - Phase II - Shawnee - Backfilei , LEGEND ' EXISTING: PROPOSED: DESCRIPTION: r�8 ALSEWER se 6" SEWER CONNECTION (U.N..O.) ' SEWER CLEANOUT Y . ry WATER STORM SEWER CONTOURS TC 32.5 SPOT ELEV CURB AND GUTTER WATER METERS LIMIT OF CLEARING FIRE HYDRANT-, VALVE TEE AND REDUCER ®------- PROPERTY — — — — — — — — EASEMENT OSANITARY MANHOLE LABEL DROP INLET LABEL ` COORDINATE LABEL DP DUMPSTER PAD i .;r LNUINLLH: 1:�engtson, VeLfell & Llkin, Ltd 808 Moorefield Park Dr. ' Richmond, Va. 23236 (804) 320-2667 " PIN: 64 — 45H . i PRESTON PLACE APTS. TAX MAP NUMBER: 64—A-45C N/F ZONED: RP ZONING: RP k' a McDANEL / � OPT RP PROPOSED USE: 44 Townhouse Units SINGLE ® P`�• NEO FAMILY I ' i0 DWELLING BUILDING SETBACKS: Front 35' from road right of way, 20' DW90 i from parking area or driveway PIN: 646-�A— . Side — 30' from perimeter boundary ZONED RP I SE ONERear 50' from perimeter boundaryPHA , AREA OF SITE: 14. 59 acres DENSITY.- 3.02 units per acre zx of h NUMBER " OF FLOORS: 2 stories I� SINGLE / O NUMBER GROUND TOTAL FAMILY FLOOR AREAS: UNIT TYPES OF UNITS FLOOR AREA FLOOR AREA DWELLINGO�(E l . GARREIR S. RUNE 2 Bedroom 32 540 s. f 7,116 "s. f. RP (� No. 17718 3 Bedroom 12 600 s. f. 1, 180 s. f. Totals 44 24, 480 s. f. 49,872 s. f<,Pr '( 9 HEIGHT. 30 Poo/ House Hei ht = 12' N/F\ x 2.25 72 spaces PARKING REQUIRED: 32 2—bedroom units= p S H E R M�A N / '12 3—bedroom units x 2.50 = 30 spaces gS�PPiS' 'Q� Total. 102 spaces SINGLE. 2 P' FAM/L Y 6 k cE SHEET_ INDEX PARKING PROVIDED: 103 spaces total DWELLING �� ROE P�� PO RP NOTES ��� 6 handicapped spaces at 13' x 20' ' / �0 ES�� 0���/ `���' SHEET SHEET TITLE.' ZONED: RP QR PIN: 64C—A— 04 � 1 ha ndicapped spaces at 18' x 20' / 1. ALL PROPOSED CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES ' CD AND REGULATIONS INCLUDING THE MOST RECENT EDITION OF THE STANDARDS 1. COVER SHEET o ENVIRONMENTAL FEATURES: Ac: of slopes > t 5q _ 0 AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND • 2: SITE PLAN VIRGINIA UNIFORM STATEWIDE BUILDING CODE OF `THE BOCA NATIONAL TRAFFIC GENERATION: Apartments (ITE)BUILDING CODE, PART 6 CODE OF FEDERAL REGULATIONS HUD, VIRGINIA J. GRADING & UTILITIES PLAN T 6.9 x DEPARTMENT OF HEALTH, VIRGINIA WATERWORKS REGULATIONS AND FREDERICK x = 44 units COUNTY SANITATION AUTHORITY "WATER & SEWER STANDARDS AND 4. UTILITY PROFILES, NOTES & DETAILS T = 304 vpd SPECIFICATIONS. " 5. EROSION 8e SEDIMENT CONTROL PLAN OPEN SPACE.- REQUIRED 309- OF TOTAL SITE ACREAGE r 6. LANDSCAPE PLAN -a 2. SEE ARCHITECTURAL PLANS BY OTHERS FOR DETAILS OF ALL BUILDINGS. a, 30q x 14.59 Ac. = 4.4 acres PROVIDED = 11.89 . Ac. approx. 0 a IMPERVIOUS AREA: 2.7 Ac. approx... 19Z ' Q , o S . - MAGISTERIAL DISTRICT.- - Shawnee CIO. o . 0 z, 4. z w . J. ALL PROSPECTIVE LESSEES OF TOWNHOUSE UNITS WILL SIGN A WRITTEN 7. AIL, DISCLOSURE STATEMENT WHICH ACKNOWLEDGES_ THE AIRPORT LOCATION AND NOISE POTENTIAL. APPROVAL BLOCK 4. ALL MARKETING. MATERIALS -FOR TOWNHOUSE UNITS WILL CONTAIN A S DISCLOSURE STATEMENT ON THE PROXIMITY OF THE AIRPORT. BY THE 0 I ADMINISTRAT s 'S THE DEED FOR THE TOWNHOUSE PROPERTY WILL CONTAIN A STATEMENT L WHICH REQUIRES FUTURE OWNERS TO MEET THE ABOVE AIRPORT NOTIFICATION REQUIREMENTS. SITE PLAN SHALL BE D TE VALID FOR' FIVE (5) YEARS FROM DATE OF APPROVAL. _ mimmm y u Cn CD 0 U 0 z 0 Cr a 0 0 m m 0 0 i LLJ z z w S 50'31 '43" E I I ' S 50'04'06" E ■ _ ■■ ■■ ■■ ■■�■■ ■■ _ on ■■ _ is ■■ No no as ON IN _ a ■■ a ■■ ■■ a RONNIE .. _ MIME MOORE so WOMEN Wo MMMMM� on MENEM No MENEM Mw mmmmm ON mummm ME mumum No am WOMEN ME MEMME NOEL No MENNE ON 0 0 MMIMME a a ENRON a m mmmum a w mmumm 0 0 NEEME a 0 M 734.06 625.68 50' MIN. BLDG. SETBACK LINE ■ 75' RESIDENTIAL SEPARATION BUFFER � WITH FULL SCREEN ■ 25' ACTIVE RESIDENTIAL SEPARATION BUFFER - _z 3 BR 2.b' 25' ACTIVE RESIDENTIAL SEPARATION BUFFER i` 75' INACTIVE RESIDENTIAL SEPARATION -� DUMPSTER PAD & ENCLOSURE op Q BUFFER WITH FULL SCREEN (TYP 4 PLACES) 1 30' MIN. BLDG. ' SETBACK LINE ■ ■ _ ■ ■ _ ■ ■ _ ■ ■ ■ ■ MENEM! ■ ■ _ ■ ■ MENEM ■ ■ ■ ■aml1 N 50'05'05" W Z W 3 N 58'55 '24" ■ ■ 9 - � 52• ■■ter Z ■ 32 99 .r ■ ■ �� mow' °�� s BLDG. #4 9 UNI S) F.F. 735. 1 9 6 4 8 7 5 3 2 N CONC.I WA K 20' MIN. m J V - l 81 '�~ 45' _ LEAFIELD COURT (PRIVATE) POOL 5 POOL, DEOK PpGONO. C.O. 0 WPLK S►pE GONG I h Go 2 70.115'R h CL ' 4 GO, s�, 0 1 ■ �r\�f S' g ■ K ■ N cr ,0 ■ 6 � ■ w 5 � 3 � 5( MIN 2 BL �32 1 C t7 o 'o w-mlE2 ■ cod / www­­ swoon�0 - ,, / z 11 � g� MIN• 12 � O 20 22' 1 ■ ■ ■ ■ ■ ■ _ ■ ■ _ ■ ■ ■ ■ ■ ■ WOMEN ■ ■ _ 3 Z Q� x / �to APPROX. LOCATION OF ♦ EXIST. 20' SAN. SEWER • EASEMENT �� 2 `D. B. 6 74, PG. 78 BR P ♦♦ � � V� 3 1 � TMP. 2.5' w o 448.69�-■■may VI ■■ woos ♦ Q) z ♦ Z REMOVE EXIST. ` Q TRAFFIC BARRIER P (VOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB, 2. THE GRID COORDINATE SYSTEM IS ASSUMED J. PARKING SPACES SHALL BE MARKED WITH 4" WHITE TRAFFIC PAINTED LINES. 4. CONTRACTOR SHALL VERIFY GRID COORDINATES OF POINT "A" ON END OF EXISTING PAVEMENT IF NOT CORRECT NOTIFY ENGINEER PRIOR TO ANY ROAD CONSTRUCTION. 5. COORDINATE POINTS ON BUILDINGS ARE AT OUTSIDE CORNERS AS PER ARCHITECTURAL PLANS. 6. ALL PARKING SPACES ARE 9 X 20 EXCEPT HANDICAPPED SPACES. 7. ALL BUILDINGS TO BE LOCATED A MAXIMUM 50-55 FEET FROM BREEZEWAY OR BUILDING CORNER TO CENTERLINE OF ROAD FOR LADDER TRUCK ACCESS, 8. FIRE LANES SHALL BE POSTED AT ALL HYDRANTS AND PROJECT ENTRANCES PER FIRE REQUIREMENTS. 9. THE RECREATIONAL AREA INCLUDES AN ADULT AND A CHILD'S SWIMMING POOL AND A RECREATIONAL BUILDING. 10. THE END UNITS OF EACH BUILDING ARE 3 BEDROOMS. ALL OTHER UNITS ARE 2 BEDROOM. 1 1. NO OUTDOOR STORAGE AREAS ARE PROPOSED. 12.ALL SIGNS LOCATIONS ARE APPROXIMATE AND MAY BE ADJUSTED IN THE FIELD. ALL SIGNS SHALL CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC CODE DEVICES" AND THE VIRGINIA SUPPLEMENT THERETO. 13.EACH BUILDING SHALL HAVE TWO (2) WALL MOUNTED LIGHTS ON THE FRONT OF THE BUILDING. NO OTHER OUTDOOR LIGHTING FIXTURES ARE PROPOSED. 14.ALL AREAS OTHER THAN BUILDINGS, SIDEWALKS, AND ROADWAY AREAS SHALL BE COMMON OPEN SPACE. ,/:� POINT NORTHING EASTING 'A N 1 1243. 510 E 27813.109 B-PI N 11273.160 E 21863.497 C-Pl N 11530. 120 E 22018.363 D N 11583.094 E 220J4.964 E N 11599.243 E 21983.436 F N 11655.380 E 22001.029 G N 71760.294 E 21873.629 H N 1 1692, 02.9 E 21816, 520 l-PI N 11626.686 E 21895.868 J N 11547.878 E 22147.332 K-P1 N 11528. 186 E 22210.163 L N 1 1543.4 42 E 22259.419 M-PC N 11580.243 E 22242.220 N-PT N 11574.458 E 22155.662 O_& N 71192.264 E 22071.771 P-F N 11418.824 E 21684.482 0 5x6' CONC. ' 3 gR STOOP (TYP.) I s v �r D 7 N r V� N� N ■ 6 VOOT CG-12 (TYP)00 ■ I 1 � c 5 � � W ■ ■ cn Q Z WALL MOUNTED LIGHT �1 J (2 PER BLDG. - TYP) 0' 3 Z (� • 22' 2 Q I 2 12, i 2 ■ Lli 13 BR r 5' Ty ■ O � 2.5' TYP. ■ . �, ■• �. I O GARRETT S. R II Z t ■ ■ � 1 No. 17718 EMEND an (CID • z ` ■ t • B ♦ `� I ♦ t ♦ M � CURVE NO. DELTA TANGENT RADIUS LENGTH C1 28'26'57 LT. 31.69, 125.00' 62.07' C2 13'40'33 LT. 5.04' 42.00' 70.02' C3 22'04'13 LT. 85.42' 438.00' 168.72' C4 34'36'37 LT. 29.92' 1 96.02' 58.00' C5 13733'00 LT. 1 19.81 ' 1 46.53' 1 1 1 1.70' SIGN LEGEND: Q 12"x 18" HANDICAP PARKING SIGN (R7-8) 8 30"x3O" STOP SIGN (R1- 1) 12"x 18" NO PARKING -FIRE LANE SIGN (R7- 107 MODIFIED) � DENOTES AREA WHERE CURB IS TO BE PAINTED YELLOW ♦ `� ` ,fly OGPG��g2 / 1 0 ` • 00 ` �' • Sp 321 SP�R'�li 205�,PG ��Z -7 A" 0• GRAPHIC SCALE 40 20 0 40 ( IN FEET ) 1 inch = 40 ft. � PO R� R 645 \RP R00� P s� PEE Lu. /I O z U C N Q QZ c 0 -�G aor? z }0 J Q = W " w o � 00, -j • 00 • cn Q O N � � J J w�_j x u c • • Q ' ca N cj I Q Z L'Lj Y 'N OQ� Q > l • i o� w Q ova U V Z z o o � aQ w z 10 u N M 3Q Mw W Q) 0 � V O ? z c� a> uj a m W Q5 + z O�Z Z _ ' o /\ z U zx oQ _Lx LQ Of LL " 1 � o Q o C� '�I Q ti W ti W DATE: 02-12-96 SCALE: 1" = 40' DESIGN: DRAWN: DLK TEP CHECK:DLK CHECK: JOB NO.: RCOOIJ9500 P.R. NO.: SHEET 2 OF 7 FILE NO.: pRESTON2 H r- cv cm ai m Ln C 0 a rs co cn w Cr a 0 0 Ln rn rT- 0 w w 1� z w \I I \ I • J S 50'31 '43" E I I� I S 50'04'06" E .■■■ ■■■■■�■■�■■i■■ ■■MENEM■■■■■■MOORE.■■■�■■OWNER ■.WOMEN Is � �■■�■■�■■�■■..■■.■ENRON■■■■■...■■■■ a■■■..■■■■■�■■■■■�■■ MINIMUM ■.■■i■■�■■mmmmo■■�■■ .■�. 734.06 1 ` 625.68 ' 50' MIN. BLDG. 722-� ■ SETBACK ti LINE--o J ■ --� 75' RESIDENTIAL SEPARATION BUFFER 725 WITH FULL SCREEN 730 25' ACTIVE RESIDE E NOTE 29 CL - 734 � �� �� _ 32 0 ■ N 34.5F-1 El � ■ • BLD . #4 (9 UN TS) 0 00 F. F. 735.1 n F P L z T n 1104 DI-4 34.8 3 g01 �� 1. 5 122 0 730 ��h U'+� M 735 G Da 3 1 01 `y �. � � � 73 j JADES S" / 8 SAN �`L ■ - - " GAGE 0 1„WM 8 2,g ,, SEE t v� ■ 8 /� / • 1 F. H 98 L ■ m � 1 k 1/4 END 14 1 8 SAN. 'r \ a �S� 3 1 5 rn' d 5 !n 32 • � � FLARED END I _---- „O F.F SECTION O `) ■ rn 25' ACTIVE RESIDENTIAL SEPARATION BUFFER ^� �L_ _ _ --- - , 30 f �■� yyyy� I� �- TC 32.63 Dl- 1 �3 3� ° Sj°R ESM� ° El T FOR 200 �/ ■ S� S 1 ° 734 -�- SEDER 2 E`ER , " v'pQT STD -JUTE MESH OR ENKAMAT LINER -�- 20 Wi y I 75' INACTIVE RESIDENTIAL SEPARATION ° BUFFER WITH FULL SCREEN DP 03 TC 29. --- °° 31.5 __ I 30' MiN. BLDG. \ -� FLARED SETBACK LINE TO 2�•6 L - 0P V END SECTION ■■�■■�■■�■■ ■■■■■i■■■■■�■■�■■■ ■■ ^ V G7 TC 29• 1p N 50'05'05" W w W TC 29.5 4„ W ■ 3 N 58Kano 5 �2/ ■ w DI-2 , W 0 52.42' �/ �/ c 729 c o' ��/ Z \ S pTE 30 06 N - N • �� 3 ESMT. i �- NOTES ■ cn Z� 30.5 TC 30.0 v � ■ ' S, °�� TC �- �,' ■ 32 g9 �■ ■ ■ - / �W \/ I. RIP- RAP SHALL CONFORM TO 'i Z NOTES 1. ALL CURB SHALL BE CG-6 EXCEPT WHERE NOTED. 2. SiLT TRAP AND EROSION AND SEDIMENT MEASURES SHOWN ON SHEET 5 SHALL BE REMOVED IN FINAL GRADING PLAN. J. DISPOSE OF TREES, STUMPS, AND OTHER DEBRIS OFF SiTE. 4. COMPACTION OF PUBLIC UTILITY TRENCHES SHALL BE TO A MINIMUM OF 957. OF STANDARD PROCTOR DENSITY FOR SUITABLE MATERIAL. 5. COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS, SIDEWALKS AND PAVED AREAS SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND SHALL MEET THE BEARING REQUIREMENTS OF THE ARCHITECT FOR THE BUILDINGS. COPIES OF THE COMPACTION REPORTS THE FREDERICK COUNTY DIRECTOR OF PUBLIC WORKS PRIOR TO ISSUANCE OF FINAL CERTIFICATES OF OCCUPANCY. 6. ALL MATERIALS USED FOR FILL SHALL BE FREE OF UNSUITABLE MATERIALS SUCH AS WOOD OR ROOTS, ROCKS OR BOULDERS OF UNACCEPTABLE SIZE, OR ANY OTHER NONCOMPACTING SOIL MATERIAL AND SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 7. DRAINAGE IMPROVEMENTS, CURBING AND PAVEMENT ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE STANDARDS AND SPECIFICATIONS OF THE ViRGINiA DEPARTMENT OF TRANSPORTATION. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE, CLASS 111 CONFORMING TO ASTM C-76. 9. ALL STORM DRAINAGE STRUCTURES SHALL BE PRECAST OR CAST IN PLACE CONCRETE CONFORMING TO VDOT STANDARDS AND SPECIFICATIONS. PROVIDE VDOT iS-1 INLET SHAPING /N ALL STORM STRUCTURES. 10. SPOT ELEVATIONS SHOWN ON FACE OF CURB LINE ARE TOP OF CURB GRADES. 11. ROOF DRAINS SHALL BE DRAINED TO GRADE AND SPLASH BLOCKED AT THE FRONT AND REAR OF EACH UNIT. GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES. 12. CURB SHALL BE PAINTED YELLOW AND "NO PARKING - FIRE LANE" SIGNS SHALL BE POSTED TO MARK FIRE LANES AT ALL HYDRANT LOCATIONS AND AT ACCESS POINTS TO ENSURE ACCESS FOR EMERGENCY VEHICLES, PER FIRE MARSHALL'S REQUIREMENTS. 13. WATER MAIN PiPE SHALL BE DUCTILE IRON CLASS 52. 14. THE INSTALLATION OF BENDS AND MEGALUGS ON THE WATER LINE AND FORCE MAiN SHALL BE AS REQUIRED BY THE FCSA INSPECTOR. 15. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 16. EXACT LOCATION OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 77. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. 18. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 19. BURNING OF LAND CLEARING OR CONSTRUCTION DEBRIS ON SITE IS NOT PERATITTED 20, POST TEMPORARY STREET SIGNS WHEN WORK BEGINS. 21. POST TEMPORARY ADDRESS SIGNS ON EACH STRUCTURE AS WORK BEGINS. 22. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 23. CONSTRUCTION MATERIALS ARE NOT TO BE STORED, OR VEHICLES PARKED WITHIN FIFTEEN (15) FEET OF FIRE HYDRANTS AT ANY TIME. •24. TEMPORARY HEAT USING KEROSENE OR PROPANE MUST BE USED AND STORED IN COMPLIANCE WITH VA STATE FIRE PREVENTION CODE. 25. FiRE EXTINGUISHERS MUST BE PLACED ON EACH FLOOR OF EACH BUILDING DURING CONSTRUCTION AND REMAIN ACCESSIBLE AS REQUIRED IN THE VIRGiNiA STATE FIRE PREVENTION CODE. 26. ADHERENCE TO THE STATE FIRE PREVENTION CODE, COUNTY FIRE PREVENTION CODE, OR COUNTY BURNING ORDINANCES WILL. BE THE RESPONSIBILITY OF THE OWNER OR HIS AGENT. 27 ALL STEPS SHOWN /N SIDEWALKS ARE 6" STEPS, UNLESS NOTED OTHERWISE. 28, THE BATH HOUSE SHALL CONTAIN A WOMEN'S AND A MEN'S TOILETS WITH LAVATORIES, POOL CHLORINATION EQUIPMENT AND RELATED PIPING OUTSIDE SHOWERS AND AN OUTSIDE BIB CONNECTION. 29. ROOF DRAINS FROM THE REAR OF BUILDING #4 SHALL CONNECT TO THE PVC DRAIN LINE. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF DOWNSPOUTS. 30. THE "STEAMER" ON THIS HYDRANT SHALL FACE BRIGSTOCK DRIVE 31. ADD 700 TO ALL SPOT ELEVATIONS SHOWN, IE. "34.2" = 734.2. 32, EXISTING CONTOURS ARE ON 2' INTERVALS. PROPOSED CONTOURS ARE ON 1' INTERVALS. =r ■ ■ ■ w y �I EXISNG T,_WALE AND CONTAIN L ■ ■ N 58,22'50" W z , 1 A 12" DEPTH OF FLOW.co m J ■ v ■ z o N 730 �- O LJ ' w TC 3p.5 30.5 11 4' BEND ND TC MECHANICAL • ` ■ ROOM � �/ / �/ ■ ■ f C GARR�'1'1' S. R TC 31.0 32.2 No. 17718' W 448.69 ..� ■ ■ ►'' ` v ■ M ■ ■ wow-■ w +/• N 59'40'22 W ` Q, G� • 1°tvnt.1 UNION, ■■air•■"'r" 728 : 'C `3 22 2• BEND ` •=� ♦ M Z 4" LA ERAL •N EXIST O FCSA CONSTRUCTION NOTES 1^j0 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2_ The contractor shall coordinate with and arrange for inspection by, the Authority. J. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An application for services must be made and fees paid. 5. The Sanitation Authority shall tap all existing water lines. They will furnish the materials for and make the tap. The Authority will also perform all repairs, relocation, etc., on existing water lines. The contractor must make application for and pay the cost of this work. 6. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. Contractor to verify invert prior to beginning construction. 7. A double check valve backflow prevention assembly is to be installed on any line (fire or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 or f013. if the assembly is mounted inside a building, a rerhote readout is required. 8. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar, • 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. 9. All six (6) inch sanitary service connections shall have clean out every 100 feet. 10, All spot elevations are to top of curb unless stated otherwise. • EXIST MANHOLE E Q A'.STA. 4 -1.72 EXIST CAP ti & ANCHOR AT STA. 4+57 TO BE REMOVED • R AND PROPOSED �QQQ WATER TO TIE IN. / $1i DENOTES AREAS WHERE CURB IS TO BE '( • P � OPO PAINTED YELLOW A• ® DENOTES DRY (REVERSED) CURB 201. � t�' \s� �z �AII � E �� 6� SAP USE CAO GED TO TOWNHOUSE MH NORTHING FASTING EX N 1 1261, 245 E 21832. 996 10 N 11321.079 E 21892.377 11 N 11575.460 E 22032.572 12 N 11519.621 E 22210.743 13 N 11460.350 E 22213.887 14 N 1 1729.783 E 21848. 104 15 N 11824.815 E 21872.410 INVERT STRUCTURE DESCRIPTION IN OUT TOP ELEV LENGTH SLOPE DI- 1 VOOT DI-3C, L= 10 727.33 731.25 CL -1 15" RCP 727.33 725.58 106' 0.017 DI-2 VOOT DI-3C, L= 12 725.48 725.48 729.50 CL-2 21" RCP 725.48 725.03 90, 0.005 DI-3 VDOT Di-3C, L= 10 724.93 724.93 729.10 CL-3 21" RCP 724.93 724.33 120' 0.005 DI-4 VDOT DI-3C, L= 12 726.08 726.08 730.00 CL - 4 15" RCP 726.08 724.98 110, 0.010 CL-5 4" PVC 731.50 729.96 152' 0.010 CL-6 4" PVC 729.96 72743 158' 0.016 GRAPHIC SCALE 40 20 0 40 / ( IN FEET) / 1 inch = 40 ft. Cn 1 � cn N 0 z U N dZ > Z Q o Z o z ` UZ WU Q, �z 0o 0 z �o J Cn O o N � •• Jw�jx Q ('0 h co co N O O I Q �w W Y N 0 0 (n _D v, CL a -� O z > d • ": W O w z� �5; C Z U O OJ d a Wz WQ Q) Jm d O L) Z CL> Mz d � W d> zr >z 'o z a zX 0 d UQ 5 o q � O � � q r� V q O � 6-4 v1 � Q ^� W w DATE: 02- 12-96 SCALE: 1» = 40' DESIGN: DRAWN: DLK TEP CHECK: CHECK: DLK JOB NO.: RC00139500 P.R. NO.: SHEET 3 OF 7 FILE NO.: PRESGRAD H LC rn rn co 0 0 0 0 a� Cn w r-- ;s a 0 0 Ln rn M 0 0 w Lu z S 50'31 '43" E S 50'04'06" E 0 0 MINNOW m a NONNI m 0 SIMINME a a a MENNE a a WOMEN m a UNINER a 0 EMINEW a 000100 m a INEME 0 0 no�nm�nm�im� - am UNIONS No NEWER so NEENE No wmmmm am 734.06 � '! — — N _� X X X----t--- x x — X— 625.68 50' MIN. BLDG. TRUOT'°/`-- 722� X — — `� ■ SETBACK LINE ONS o X , f.� ■ OF r l 75' RESIDENTIAL SEPARATION BUFFER 725 / i' ♦�— WITH FULL SCREEN ■ / ♦♦ ' / / 730 \ w Ow Q � O uj Lu NUNN _ 25' ACTIVE RESl1 ool 735 � 4� LOCATION 1 FOR NEW TOPSOIL ,st STOCKPILE _ I 25' ACTIVE RESIDENTIAL SEPARATION 1$UFFE I ♦ DA — 1 7 '3 f ` 75' INACTIVE RESIDENTIAL SEPARATION BUFFER WITH FULL SCREEN DA 2 30' MIN. BLDG. 1.316 A C. 1 SETBACK LINE 232.78 N 50"05'05" W —1 1 ■ N 58'55'24„Lu W 0 52.42 1 o� V- C,4� - 1. o.� N 5LU 2'50" W lZ ' .% NINON a EROSION AND SILTATION CONTROL NARRATIVE PROJECT ,DESCRIPTION: THE INTENT OF THIS PLAN IS TO PREVENT ACCELERATED SOIL EROSION AND SEDIMENTATION AND TO PROTECT THE STREAMS OF THE COMMONWEALTH OF VIRGINIA. THE PROJECT INVOLVES THE INSTALLATION OF UTILITIES, ROADS, PARKING AREAS, AND LOT GRADING FOR THE SECOND PHASE OF AN APARTMENT DEVELOPMENT. THERE ARE APPROXIMATELY 5.6 ACRES OF DISTURBED AREA. EXISTING SITE CONDITIONS. THE EXISTING TOPOGRAPHY IS FAIRLY OPEN PASTURE. THE SITE CONSISTS OF BLAIRTON SILT LOAM SOILS WITH 2 TO 7 PERCENT SLOPES, WITH SOME W/EKERT-BERKS SILT LOAM 2 TO 65% SLOPES. THE SITE DRAINS SOUTHWARD INTO A 36" CULVERT AND THEN TO BUFFALO LICK RUN. ADJACENT AREA: THE LANDS TO THE EAST AND WEST ARE SIMILAR TO THIS SITE AND ARE UNDEVELOPED, THE AREA NORTH IS LELA H. MILLER SUBDIVISION CONSISTING OF SINGLE FAMILY DWELLINGS. SOILS: SOIL TYPES ON THIS SITE CONSIST OF WEIKERT-BERKS, BLA/RTON SILT LOAMS 41 C, 41 C AND 3B. DEPTH RANGES FROM 15 TO 40 INCHES. PERMEABILITY RANGES FROM MODERATE TO MODERATELY RAPID AND THE EROSION RATE CAN BE HIGH. THESE SOILS ARE FOUND TO BE MODERATELY DEEP, SLOPING, AND WELL DRAINED GENERALLY OCCURRING IN ROLLING LANDSCAPES AND ON THE TOPS AND NOSES OF RIDGES. EROSION AND SEDIMENT CONTROL NARRATIVE.- THE EROSION CONTROL PLAN SHALL BE CONDUCTED IN THE FOLLOWING MANNER FIRST, A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED. ANY NECESSARY SURVEY WORK SHALL BE PERFORMED TO LOCATE CLEARING LIMITS. THE SILTATION FENCE SHALL BE ERECTED NEXT AND THEN THE TEMPORARY SILT TRAP. AREAS THAT DO NOT DRAIN TO THE SILT TRAP SHALL BE MULCHED LIBERALLY AFTER ANY DISTURBANCE AS AN EROSION CONTROL MEASURE. THE ENTRANCE ROAD AREA AND THE 75' INACTIVE BUFFER ARE SUCH AREAS. INLET PROTECTION SHALL BE PROVIDED AS SOON AS THE DROP INLETS ARE CONSTRUCTED. FURTHERMORE, OUTLET PROJECT (1.36), PERMANENT SEEDING (1.66) AND SODDING (1.67) SHALL BE USED TO PREVENT EROSION AND SEDIMENT FROM LEAVING THE SITE. PERMANENT STABILIZATION: SPREAD OVER THE AREA TO RECEIVE GRASS SEED GROUND LIME AT THE RATE OF 3 TONS PER ACRE. COMMERCIAL FERTILIZER 10- 10- 10 SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE AREA TO RECEIVE SOD AND SEED USING AN APPROVED SEED DRILL AT A RATE OF 1000 POUNDS PER ACRE. AFTER APPLICATION OF FERTILIZER ANY IRREGULARITIES SHALL BE EVENED OUT BY RAKING. SEED SHALL BE THEN UNIFORMLY SOWN AT A RATE OF 250 POUNDS PER ACRE USING DRILLERS OF SEEDERS. SOD AND SEED SHALL BE 100Z FALCON FESCUE. THE FALCON FESCUE SEED SHALL HAVE A MINIMUM PURITY OF 98Z AND GERMINATION OF NOT LESS THAN 909. MULCH SEEDED AREAS IMMEDIATELY WITH STRAW MULCH AT THE RATE OF 2,000 POUNDS PER ACRE. SOD SHALL BE PLACED ON UNPAVED AREAS BETWEEN THE APARTMENT UNITS AND THE BACK OF CURB, BETWEEN THE UNITS AND EXTENDING 20' ON END UNITS, AND THE AREA EXTENDING 20' FROM THE REAR OF THE UNITS. SOD SHALL BE A MINIMUM OF 8" WIDE, NOT LESS THAN 12" LONG AND HAVE NOT LESS THAN 1 1 /2" THICKNESS OF SOIL ON ITS ROOTS. WATER, WEED, CUT AND OTHERWISE MAINTAIN AND PROTECT GRASSED SURFACES AS NECESSARY TO PRODUCE A DENSE, HEALTHY GROWTH OF GRASS. ALL UNPAVED DISTURBED AREAS NOT OTHERWISE PLANTED SHALL BE MULCHED, LIMED, FERTILIZED, AND SEEDED WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED OR WITHIN 7 DAYS /F AREA WILL BE LEFT IN A ROUGH GRADE CONDITION FOR MORE THAN 60 DAYS. STORMWATER MANAGEMENT., STORMWATER MANAGEMENT IS PROVIDED FOR THROUGH THE EXISTING POND SOUTH OF ROUTE 645. CRITICAL AREAS: NONE C)4 /133 �32 / ■ O ■ N 75 448.69 �,.� • ■■�� .� 5 v Law,., N 9 � z � f STRAW OF MULCH LAYER TO CONTROL EROSION RUNOFFF MAINTENANCE: EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT ALL DAMAGED MEASURES SHALL BE REPAIRED BY THE CLOSE OF THE DAY. DISPOSITION OF TEMPORARY MEASURES: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURE IS NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. UNDERGROUND UTILITY CONSTRUCTION: THE CONSTRUCTION OF UNDERGROUND STORM, SANITARY WATERLINE AND SERVICE UTILITY LINES SHALL BE SUBJECT TO THE FOLLOWING CRITERIA: A. NO MORE THAN 500 FEET OF TRENCH SHALL BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. TRENCH DEWATER/NG DEVICES SHALL DISCHARGE /N A MANNER WHICH WILL NOT ADVERSELY AFFECT FLOWING STREAMS, DRAINAGE SYSTEMS OR OFFSITE PROPERTY. L 731 (A- 728 v w DA — 5 1.376 AC. • �ir) 25 TOP EL ` 'i`�° ■ y y y y y y y y 20' WIDE JUTE MESH OR .ENKAMAT LINER FO coy y y y y ■ ■ I ■ ■ � G i QZ N TES J / mJ / 1. EXISTING SPOILS PILE SHALL BE REUSED ■ '�► AS FILL IN LANDSCAPED AREAS. Y ■ / 2. EXISTING TOPSOIL SHALL BE SELECTIVELY STOCKPILED IN LOCATION SHOWN FOR FUTURE USE J. THIS SHEET IS TO BE USED ONLY FOR O eelol �F -r- DRAINAGE AREA LOCATIONS. FOR ALL f OTHER INFORMATION, SEE OTHER SHEETS. 4. ALL EROSION AND SEDIMENT CONTROL ITEMS SHALL BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH THE VIRGINIA EROSION • GARRM S. R U Z J. AND SEDIMENT CONTROL HANDBOOK U No. 17718 5. A19LAND DISTURBANCE92 VERSION). PERMIT SHALL BE OBTAINED 1llSf'j7� • FROM THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT • PRIOR TO STARTING ANY SITE WORK. • 70! ` 6. THE CONSTRUCTION ENTRANCE SHALL BE 20' WIDE X • 70' LONG (MIN.) WITH A MINIMUM OF 6" OF VDOT #1 ` COARSE AGGREGATE (2"-3" STONE). • 7. THE TEMPORARY SEDIMENT BASIN IS APPROXIMATELY • 175' x 60' x 4.5' DEEP. THE BASIN VOLUME IS • • APPROXIMATELY 671 CU. YDS. • 0 E • 5�rx G OPG��92 A` • j ` Off' RP1PG• CON TEM�RUCTlONRARY ONE PP��S 3.02 ENTRANCE (SEE NOTE 6) �E 8 1'O E // • • J. 05 SILT FENCE SF / ♦ • �2,13 SPEC �J� STORM DRAIN ` • APPROX. LOCATION OF EXISTING SPOILS PILE 3.07 INLET PROTECTION /P TEMPORARY J. 13 SEDIMENT TRAP s 'T v IN TEMPORARY STONE J.18 OUTLET PROTECTION OP low �P�� 8 2ES�PG. 0'0 i GRAPHIC SCALE 40 20 0 40 ( IN FEET ) 1 inch = 40 ft. 0Po R� R P s�P�E 0 w n c < M 01 Vr1 I C: 02- 12-96 SCALE: 1" = 40' DESIGN: DLK DRAWN: T P CHECK: DLK CHECK: JOB NO.: RC00139500 P.R. NO.: SHEET 5 OF 7 FILE NO.: PRESTESC o� r� O r ra D a: m CIO cn Lu Q CL U O LD m_ 0 O i cc w w z H z w S 50'3 1'43" E 734.06 ' ■ ■ � ■ ■ Ili ■ ■ ammom ■ ■ � & ■ � ■ ■ mmmmo ■ ■ womb ■ ■ mommin ■ ■ � ■ ■ � r ■ � ■ ■ � ■ ■ moommill; ■ ■ momom ■ ■ � ■ ■ EMdM ■ ■ am& ■ ■ Eamon ■ ■ monam ■ ■ w FOLXATION PLANTINGS - BLDG. #4 NY Q 12 r r 8 D,Uj16 O 0 10 s FOUNDATION PLANTINGS - G. 1113 SYMBBO LETTE \61 CJ A 9 ® M 6 SYMBOL LETTER QLY, ° Q 0 E 7 ° O 4 o 25' ACTIVE RESIDEN' SEPARATION BUFFER 75' INACTIVE RESIDENTIAL SEPARATION BUFFER WITH FULL SCREEN 232.78 ' N 50'05'05" W LANDSCAPE TABULATIONS PARKING LOT LANDSCAPING Perimeter - 2075/40 = 51.8 or 52 Trees Required Interior - 110 Parking Spaces ® 1 Tree/10 Spaces = 11 Required Total = 63 Trees Required Provided = 70 Trees Provided SCREENING AND BUFFERING Full screening proposed South and East of existing tree grove = 240 LF Full screening along SW property line = 290 LF Full screening proposed along North property line = 940 LF Total = Approximately 1470 LF ® 3 Plants/10 LF = 441 Required 441 Provided I ,2 3 N 58'S=4p W ••• o _ 52.42 �■ rj6 O ■ui � N Z ■ ■ - ■ 1.J2. 99 r'„A' . . ■ � • ■ " it ■ ■ woo.N 56'22'50 Transplanting Symbols Botanical Name Common Name Conditions Size SCREENING BORDER TREES Juniperus virginiona Eastern Red Cedar B & B Pinus strobus White Pine B & B 0 o oAcer rubrum 'October Glory' October Glory Red Maple B & B 9 INTERIOR PARKING LOT SHADE TREES Salix babylonica Weeping Willow B & 8 Prunus cerosifera 'Thundercloud' Thundercloud Plum B & B Pyrus colleryona 'Cleveland Select' Cleveland Select Pear B & 8 Zelkovo serroto 'Village Green' Japanese Zelkovo B & 8 Betula nigro 'Heritage' Heritage River Birch B & B Cercis conodensis Eastern Redbud 8 & B Magnolia x 'Jane' Jane Magnolia B & B FOUNDATION PLANTS A Abello x grandiflora Glossy Abelia Cont. BEuonymus alatus 'Compactus' Compact Burning Bush Cont. CEuonymus kioutschovicus Manhattan Euonymus Cont. x Manhattan' DIlex cornuta 'Needlepoint' Needlepoint Holly Cont. EIlex cornuta 'Burfordii Nano' Dwarf Burford Holly Cont. FJuniperus chinensis Compact Pfitzer Juniper Cont. 'Pfitzerlona Compacts' Cj Splroeo x bumoldo Anthony Waterer Spirea Cont. 'Anthony Waterer' HViburnum plicatum var. tomentosum Doublefile Viburnum B & B IBerberis thunbergll var. Crymson Pygmy Barberry Cont. Atropurpurea 'Crymson Pygmy' J Hosta Iancifolla yosto Cont. KIlex crenato 'Helleri' Helleri Holly Cont. LIlex cornuta 'Carisso' Corissa Holly Cont. MJuniperus horizontalis 'Wiltoni' Blue Rug Juniper Cont. NNandina domestica 'Fire Power' Fire Power Nondina Cont. O* Hemerocallis 'Stella d'Oro' Stella d'Oro Daylily Cont. * Each symbol for '0' represents 3-6 daylily bulb plantings. 1-1 1/2 " Cal 6' 6' B" 18" 18" 18" 18" t 8" 18" 24" 15" 15" 15" s• 19, 12" Specifications Quantity 10, O.C. 8' O.C. Match Crowns Match Crowns Match Crowns Match Crowns Match Crowns Match Crowns (On Center) 5' 2' 6' 41 5' 2' 2' 5' 2' 5' 4' 4' 2' 3' ■ ■ t Fruit ■ Existing ve ■ Tree160 Esmt. 70 Min 6, ht He.k9 Book 729, peed � ■ Fg g18 O N CD ■ Z ' ■ ■ JCG I`lU I L J NOTES: 1 — Contractor may plant screening border trees at random to achieve species number and area density. 2— This sheet is to be used only for landscaping purposes. For all other information, see other sheets. 3— The new board on board fence shall connect to the existing fence, and the gap in the existing fence is to be closed at the time of construction of the new fence. �V F—A S 50'04'06" E i I ■ ■ � ■ ■ ■ ■ � ■ ■ � ■ ■ Eamon! ■ ■ � ■ ■ Eamon! ■ ■ Woman ■ ■an SEE■ ■ ■ ■ Woman ■ ■ ■ ■ � ■ ■ 625.68 ' 75' RESIDENTIAL SEPARATION BUFFER ■ ■ _ ■ ■ _ ■ ■ _ ■ ■ _ ■ ■ _ ■ ■ ■ ■ I ■ PLANT SO THAT TOP OF ROOT I / \ BALL IS NTH THE FINISHED • PAINT ALL CUTS OVER I" DIA. ■ f :f \ • FLAG GUYING WIRES NTH ■ SURVEYOR TAPE I J ■ \ o (0 RUBBER HOSE 1" DIA. / FOUNDATION PLANTINGS - BLDG. #6 U ■ ■ SYMBOL LEIIEB � o �- y x / C GUYING WIRES 2 STRAND TWIST 2 9 12 GUAGE WIRE RT z ® J 6 3 2"X4"X24" PRESS TREATED SAUCER MULCH ■ SYMBOL LETTEg QLY. STAKES - TOP OF STAKE 4. O G 7 6" ABOVE GROUND ■ \ O K 4 SPECIFIED PLANTING MIX WATER & TAMP TO ✓�/ REMOVE AIR POCKETS ■ FOUNDATION PLANTINGS - BLDG. #5 ■ SYMBOL 1E_TTER QIL NOTE' © C 10 STAKING AS REQUIRED 2 X BALL DIA. ■ �1 UN T5) J 6 ■ SYMBOL LETTER OT , N d o G 12 TREE PLANTING — GUY WIRES N to 0 K 8 (less than 1 3/4" in caliper) b, L A SCALE: NTS I J o y y y y �. ■ J y y y .v y y y ■ 20' WIDE JUTE MESH OR ENKAMAT LINER V FOR 200 LF y y y y v y y y ■ sQ0Q ■ ■ ' 1 SPREAD I ■ 'Tt PLANT SO THAT TOP OF ROOT ' 1 XL BALL IS EVEN FNTH THE FINISHED GRADE PAINT ALL CUTS OVER I" DIA ■ ■ j N FOUNDATION PLANTINGS - BLDG. #2 2 STRAND TRISTED 12 GUAGE �-- SYMBOL LETTER �: GAL. WIRE ENCASED IN I" DIA. _ ■ 0 H 12 RUBBER HOSE ■ l C O L 8 HARDWOOD STAKES -- — Z 1-3 STAKES 2" X 2" o SYMBOL LETTER OTY. DRIVEN (MIN. 18") FIRMLY O D 13 INTO SUBGRADE PRIOR ■ TO BACKFILLING ■ _Samoa ■ Samoa 00 Is so *10000 evellow FORM SAUCER WI' 3" CONTINUOUS R SPECIFIED PLANTING l MIX. WATER & TAMP TO REMOVE AIR POCKETS SHRUB PLANTING SCALE:, NTS Intermittent Evergreen Screen Typical Townhouse Unit Intermittent Deciduous Screen---\ STAKE ABOVE FIRST BRANCHES pF G OR AS NECESSARY FOR FIRM FORM MULCH z SUPPORT f� SAUCER �- ■ ■ 0� u0 SPECIFIED PLANTING MIX GARRETT S. RUNE II Z WATER & TAMP TO U No. 17718 REMOVE AIR POCKETS ■ ■ 1 JIS''�►1 • MOTE' STAKING AS REQUIRED ? x BALL DIA. IONAL TREE PLANTING — VERTICAL STAKES (greater than 1 3/4" in caliper) SCALE: NOT TO SCALE • •M ` �- • N •N 0001* 1� �oo- 40010 0 0 000000 �A ♦' /� . • ♦ n BUFFER SECTION A —A SCALE: NTS GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 Inch = 40 ft. 5 0 z 01Q N Q z w `C Z La.I z U z V j O j r o Ei 111 q N 9 o J 0 20 �N� ♦♦ Cr 2 � Q Z Q a • • V) N Q O z ct Q Cnn a o 5 a zo z 2 00 J QCIO 00 <_ z o at 05 z Q5 z a a 5L> oL> a z U UH It: 2-12-96 SCALE: 1" = 40' DESIGN: DRAWN: DSB CHECK: CHECK: JOB NO.: RC00139500 P.R. NO.: SHEET 6 OF 7 FILE NO.: PRESDSB ALL PAVED AREAS SM-2A ASPHALT 110#/SY/INCH DEPTH COMPACTED 21-B STONE COMPACTED SUBGRADE PARKING LOT SECTIONS 00 NO SCALE F- c.O LD i L r Cn V �„ gr7T ft. • 7' MIN. a STANDARD VDOT CG-6 NO SCALE 24" 6" 1' 0 a p C a T MIN. a 0 COMPACTED SUBGRADE NOTE: FOR USE ONSITE ONLY. DRY (REVERSED) CURB NO SCALE 12" _ RESERVE 2.0" PARKING 2.0" 6.0" WHITE SYMBOL ON BLUE BACKGROUND r_r GREEN BORDER & LETTERS y o.s ON WHITE BACKGROUND 1.5" AOCL'BSE,E os ADDITIONAL SIGN FOR VAN ACCESSIBLE SPACE(S) 2" METAL (NOT EXCLUSIVE) POST ALTERNATE SLATS WITH APPROX. 3" SPACE BETWEEN BOARDS -, 2" x6" RAILS (TYP; 1"xC SLATS (TYP.) MIN. HEIGHT TO BE AT LEAST 6" HIGHER THAN ANY CONTAINER WITHIN AREA ASPHALT PAVEMENT _-OR CONCRETE WALK HANDICAP PARKING SIGN (R7--8) NO SCALE 8' ALL LUMBER SHALL BE SALT TREATED, CEDAR, OR CYPRESS AND PAINTED SAME COLOR AS PRIMARY BUILDING COLOR 0 --------------- 6" 3000 P.S.I. CONC W/ WWF REINF. 6" AGGREGATE BASE (-6 SERVICE AREA SCREENING CONCRETE RAMP AND APRONS SHALL HAVE EXPOSED AGGREGATE FINISH 6'-0" 1--3'-0" MIN. --- 6,-O" ROADWAY STANDARD VDOT CG-12 NO SCALE NO SCALE 4" THICK CONCRETE SIDEWALK BROOM FINISH WITH 6x6 W1.4xW1.4 W.W.F. --A .e46. . AS SHOWN ON PLANS SIDEWALK DETAIL S SHOWN ON PLANS NO SCALE imS. R uZ No. 17718 0 z U N Qz J �-j r O Z , lu O O U z J U `o i W W z. 0Z �o _v O_V� o Z 0 00 • o o N (n N � J �-j '< �- W CL • 0ac • a cp rc N a W Y OCc -1c 0; 5 Q- 5 a co O aOp Z z � w �� V Z O O as LLI §m MW W zLIS � O O 3 Q z c�.> zo a5 uj .. Q 2 J _Q5 Z> ofZ a a _ �a U oa c� Q WLL 0 ram., W q � 0 U W W =E9-20-96 SCALE: I " = 40' DESIGN: DRAWN: JDH CHECK: CHECK: JOB NO.: RC0013g500 P.R. NO.: SHEET 7 OF 7 cu r kin . ' o Q En C ro cc U d a 0 0 Ln m 0 o i w w z H z u., VICINITY MAP SITE STATISTICS j LEGEND EXISTING: h4 i I 1 ;\ Nr / o i__�-Ills iv; IViti. i. i��l .i ♦i iii: i,il i.il.l• Fal_I II11 H 1 CO co 0) L0 14- cO e Q Q Q Q Q Q Q cri C) ca QD D QJ Q ca Q3 C' QD O m 0 m ca QJ C ! QQ O ri- �u <r W �r �u 't Lu -t- Q a W � W W 14- i u `r W N- W er W d �u rr W �0 �z (0z �z �z (zz �z �z (Z (z �0 (Z �z (Z Z! O O O O O O O O O Q O O O O Li.m z zN ZN N ZN ZN ZN ZN zN ZN N. zN ZN Y ZN Z Lu)_Z 4u�Z Lug. �►>-Z WIZ Lug- 4u�z Lu�Z tu1� WIZ C� O z Linz Wiz dzz�J Q) �J ��J ��J ��J J`J JJJ J`J J`J JJJ Z�W ZgW z�W ?QW ?QW ?QW ZQW Z,W ZgW�W Z�J Z�J -Q I e 75' INACTIVE RESIDENTIAL SEPARATON o BUFFER WITH FULL SCREEN ' N / F ` 25' ACTIVE RESIDENTIAL SEPARATION BUFFS f'INGLEY PIN: 64B-A-84 ZONED: RA SINGLE FAMILY LEAFlELD COURT (PRIVATE) DWELLING VACANT PHASE TWO I N/F 75' INACTIVE RESIDENTIAL SEPARATION . ADAM S ` BUFFER WITH FULL SCREEN LA � , P/N: 64-A-45D - - - - ZONED.' 8-2 4 I N/F N/F I LEWIS BOONS PIN: 643-A-86 7 PIN: 64B-A-85 OWNER: Stafford Holding Company ZONED: RP ZONED: RP fi P.O. Box 7566 N�F Fredericksburg, Va. 22404 SINGLE ADAMS ' (540) 786-1400 FAMILY 64B-A-4 pWELLING PIN RP DEVELOPER/APPLICANT.• Castle Development Corporation ZONED: - 2801 Southwell Place - Midlothian, VA 23113 40' LANE (804) 794-0576 ENGINEER. Bengtson, DeBell & Elkin, Ltd. 808 Moorefield Park Dr. Richmond, Va. 23236 I (804) 320-2667 PIN. 64 - 45H r PRESTON PLACE APTS. TAX MAP NUMBER 64-A-45C / I ZONED: RP ZONING: RP M c DAN E L / PROPOSED USE: 44 Townhouse Units SINGLE � ILY I � pWELLING BUILDING SETBACKS: I o Front - 35' from road right of way, 20' gp r / from parking area or driveway PIN: 64B-A' l Side 30' from perimeter boundary ZONED: RP I PHARear - 50' from ,perimeter boundary SE ONE AREA OF SITE: 14.59 acres ' DENSITY. 3.02 units per acre NUMBER OF FLOORS: 2 stories ' � ' OP S NUMBER GROUND TOTAL F MILY FLOOR AREAS: UNIT TYPES OF UNITS FLOOR AREA FLOOR AREA pWELLING , / nR O��E 2 Bedroom 32 540 s. f. 1, 110 S. T. 3 Bedroom 12 600 s. f. 1, 180 s. f. Totals 44 24,480 s. f. 49,872 s. f. HEIGHT- 30' (Pool House Height = 12') PARKING REQUIRED: 32 2-bedroom. units x 2.25 = 72 spaces 12 3-bedroom units x 2.50. = 30 spaces Total: - 102 spaces PARKING PROVIDED: 103 spaces total 6 handicapped spaces at 13' x 20' 1 handicapped spaces at 18' x 20' ENVIRONMENTAL FEATURES. Ac. of slopes > 1590 = 0 TRAFFIC GENERATION: Apartments (ITE) T = 6.9(x) x = 44 units T = 304 vpd OPEN SPACE:' REQUIRED = 309. OF TOTAL SITE ACREAGE 307,, x ' 14.59 Ac. = 4.4 acres PROVIDED = 11.89 Ac. approx. IMPERVIOUS AREA: 2.7 Ac. approx. = 19Z MAGISTERIAL DISTRICT.- Shawnee • N/F , SH4F KAA ' PROPOSED: 8" TC 32.5 °L N O 0 DP ' r I , 1 DESCRIPTION: ; SEWER 6" SEWER CONNECTION (U. N. O.) SEWER CLEANOUT WATER` 1 STORM SEWER CONTOURS SPOT. ELEV CURB AND GUTTER WATER METERS LIMIT OF CLEARING FIRE HYDRANT, VALVE TEE AND REDUCER PROPERTY EASEMENT SANITARY MANHOLE LABEL DROP INLET LABEL COORDINATE LABEL DUMPSTER PAD GARRET!' S.' RUNKY0 Z V No. 17718 SJ i a 0 SINGLE 522 C'E PP 'SHEET INDEX MIL Y DWELLING / / ROE P�� ro� P - RP NOTES PIN: 64C-A-04 ,- PRESSJOIA SHEET#. SHEET TITLE: ZONED: RP / 1. ALL PROPOSED CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES ' AND REGULATIONS INCLUDING THE MOST RECENT EDITION OF THE STANDARDS R` r, 1. COVER SHEET \ , / AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND `y�' , / VIRGINIA UNIFORM STATEWIDE BUILDING CODE OF THE BOCA NATIONAL', 2 SITE PLAN ' BUILDING CODE, PART 6 CODE OF FEDERAL REGULATIONS, HUD, VIRGINIA �� �> J. GRADING & ,UT/L/T/ES PLAN DEPARTMENT OF HEALTH, VIRGINIA WATERWORKS REGULATIONS AND FREDERId-%� �� ��� FILES' NOTES & DETAILS COUNTY SANITATION AUTHORITY WATER && SEWER STANDARDS AND�� 4. UTILITY PRO � SPECIFICATIONS:" a�" 5. EROSION & SEDIMENT CONTROL PLAN '. � � � ® � 6 LANDSCAPE PLAN • 2. SEE ARCHITECTURAL PLANS BY OTHERS FOR DETAILS OF ALL BUILDINGS. DETAILS J. AL PROSPECTIVE LESSEES OF TOWNHOUSE UNITS WILL SIGN A WRITTEN 2 DISCLOSURE STATEMENT WHICH ACKNOWLEDGES THE AIRPORT LOCATION AND NOISE POTENTIAL. 4. ALL MARKETING MATERIALS FOR TOWNHOUSE UNITS WILL CONTAIN A APPROVAL BLOCK DISCLOSURE STATEMENT ON THE PROXIMITY OF THE AIRPORT. D BY TH ZOM G ADMINISTRATO : 5. THE DEED FOR THE TOWNHOUSE PROPERTY WILL CONTAIN A STATEMENT WHICH REQUIRES .FUTURE OWNERS TO MEET THE ABOVE AIRPORT NOTIFICATION SIGNATU ATE REQUIREMENTS. SITE P N SHALL BE VALID FOR FIVE (5)' YEARS FROM DATE OF"APPROVAL. W I aaaa M m 0 CV 0 6i 0 U 0 Cu z 0 Cn w Q a a 0 Lm En c*� 0 0 Cr w w z CD z w S 50'31 '43" E I 1 S 50'04'06" E ■ aaai ■ ■ ■■■■a ■ ■ ■ENEM ■ a aaa■a ■ . ■ a ■■., a ■ ■a_ . ■ ■ai . 734.06 . ■ ■ate ■ ■ Mkon ■■■■a ■ ■ ■■■■a so WOMEN ME MEMEM ME MENEM so mmmmmmm smamm so MENEM MERMLEM 625.68 MENEM! No MENEM NEEL No WOMEN! ON MMMOM 0 M OMMME M a MENEM a M MENEM m M MENEM M 50' MIN. BLDG. SETBACK LINE 75' RESIDENTIAL SEPARATION BUFFER : I WITH FULL SCREEN ■ 25' ACTIVE RESIDENTIAL SEPARATION BUFFER1 20' MIN. O O 0 POOL D'S POOL GONG pEGK C 0. O Egypt K GONG 5►� F 8, i E / ►SIN 25' ACTIVE RESIDENTIAL SEPARATION BUFFER H C3_ N I � ® -f� 75' INACTIVE RESIDENTIAL SEPARATION -- �- DUMPSTER PAD 1 ' & ENCLOSURE OP Q BUFFER WITH FULL SCREEN (TYP 4 PLACES) o �' 30' MIN. BLDG. SETBACK LINE 1 N 50'05'05" W 3 58'55,24» W s N .■ , ■ '■� 52. 8 06 ■ n N / MOME,a s v \w� ao�/ z g ■ ■ .+ N 58'22 Sp W ^`�� �'�� 6' MIN. O 4 o,w 20' 22' 1 ■ ■ ■i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ fi ■ ■ ■■i APPROX. LOCATION OF �x w ♦ EXIST. 20' SAN. SEWER • EASEMENT 2 `D. B. 6 74, PG. 78 3 OR P ♦♦ / 1 2 5 1 T/P. • w - 448, 69 ` ,,..� MNOM. woo ►� a ram' w N 59QD 000, � ■■SEMMES� Z � z Z REMOVE EXIST. TRAFFIC BARRIER P • W ♦ z � � V a ♦ W ♦ N • n _ 2 n 3 f m BL DG #4 9 UN/ S) m ., F. F. 7J5. 1 M 9 8 7 6 5 4 3 2 1 45' LEAFIELD COURT (PRIVATE) (VOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB. 2. THE GRID COORDINATE SYSTEM IS ASSUMED J. PARKING SPACES SHALL BE MARKED WITH 4" WHITE TRAFFIC PAINTED LINES. 4. CONTRACTOR SHALL VERIFY GRID COORDINATES OF POINT "A" ON END OF EXISTING PAVEMENT IF NOT CORRECT NOTIFY ENGINEER PRIOR TO ANY ROAD CONSTRUCTION. 5. COORDINATE POINTS ON BUILDINGS ARE AT OUTSIDE CORNERS AS PER ARCHITECTURAL PLANS. 6. ALL PARKING SPACES ARE 9 X 20 EXCEPT HANDICAPPED SPACES. 7. ALL BUILDINGS TO BE LOCATED A MAXIMUM 50-55 FEET FROM BREEZEWAY OR BUILDING CORNER TO CENTERLINE OF ROAD FOR LADDER TRUCK ACCESS. 8. FIRE LANES SHALL BE POSTED AT ALL HYDRANTS AND PROJECT ENTRANCES PER FIRE REQUIREMENTS. 9. THE RECREATIONAL AREA INCLUDES AN ADULT AND A CHILD'S SWIMMING POOL AND A RECREATIONAL BUILDING. 10. THE END UNITS OF EACH BUILDING ARE 3 BEDROOMS. ALL OTHER UNITS ARE 2 BEDROOM. 1 1. NO OUTDOOR STORAGE AREAS ARE PROPOSED. 12.ALL SIGNS LOCATIONS ARE APPROXIMATE AND MAY BE ADJUSTED IN THE FIELD. ALL SIGNS SHALL CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC CODE DEVICES" AND THE VIRGINIA SUPPLEMENT THERETO. 13.EACH BUILDING SHALL HAVE TWO (2) WALL MOUNTED LIGHTS ON THE FRONT OF THE BUILDING. NO OTHER OUTDOOR LIGHTING FIXTURES ARE PROPOSED. 14.ALL AREAS OTHER THAN BUILDINGS, SIDEWALKS, AND ROADWAY AREAS SHALL BE COMMON OPEN SPACE. I ® z 1 - h ,2 70, °` J� I ® o OG� h (0 N ■ Gr K � %� • , 131 ■ 8 5 � io KN� I 5' 5 m� #5 � B� •�32. F •F' i� POINT NORTHING EASTING A N 11243.570 E 21813. 109 B-P/ N 11273.160 E 21863.497 C-PI N 11530. 120 E 22018.363 D N 11583.094 E 220J4.964 E N 11599.243 E 21983.436 F N 11655.380 E 22001.029 G N 11760.294 E 21873.629 H N 71692.029 E 21816.520 I-Pl N 11626.686 E 21895.868 J N 11547.878 E 22147.332 K-P1 N 11528. 186 E 22210. 163 L N 11543.442 E 22259.419 M-PC N 11580.243 E 22242.220 N-PT N 11574.458 E 22155.662 O-e N 11192.264 E 22071.771 P-e N 11418,824 E 21684. 482 13 rn Lr) LI)■ ■ r7 I� ■ ■ I ■ ■ I 0 5'x6' CONC. ■ Q, 3 ■ BR STOOP (TYP.) O 8 ■ v. -A N 6 v VDOT CG-12 (TYP) ■ Lil ■ { 12 4 WALL MOUNTED LIGHT m _1 1 12 (2 PER BLDG. - TYP) ■ � 3 'Y ■ 22 20 2 12' m ■ 21 1 2 O Lu ■ 3 BR TH 0 � 1 .f r 5' Ty ■ w rn �- 2.5' TYP. �� . ■ GARREI'1' S. R II Z i �,a,•as U No. 17718 1 I a ■ CIA ■ , fir. ■ ■ w ♦• ! r 1�/Q7 z • i B ♦ � ♦ a, 'n CURVE NO. DELTA TANGENT RADIUS LENGTH C 1 28'26'57 LT 31. 69 , 125. 00' 62. 07' C2 13'40'33 LT. 5.04' 42.00' 10.02' C3 22'04' 13 LT 85.42' 438.00' 168. 72' C4 34'36'37 LT. 29.92' 96.02' 58.00' C5 137'33'00 LT. 1 19.81 ' 46.53' 1 1 1.70' • 1�-1 ` C ` /�• OCPG�L! 0I. I RPI PG• PPS( 0� , / •' ` PE�1�. �/ PC g� • � 3 � � � / 1 ,, v� 1�,1•tl ,3 p 10000 15- ♦/ � • N ��S�,P �gD R ` •■ V `� P� g� CIS ��z _74 , R� R 0 Ro0�E F 5101 cul GRAPHIC SCALE SIGN LEGEND: +0 20 0 40 12"x 18" HANDICAP PARKING SIGN (R7-8) © 30"x30" STOP SIGN (R1- 1) ( IN FEET ) FINAL' SITE PLAN ® 12"x 18" DENOTES NO PARKING -FIRE LANE SIGN (R7- 107 MODIFIED) AREA WHERE CURB IS TO BE PAINTED YELLOW 1 inch = 40 ft. NP ATE--1 III 0 z U N aZ J �0_ Z Qo z uz LLJ _ D W J `r) Wo Q Q J • 0 • � U 8)mO N � J Wax MWQ W • • ca N � o I Q Z j � a: 0 0` Q > �r a CO o z a �� o� U z Lu o OJ a s W z W °p 3m � OLu 00 Z a Z O v zp a5 uj W MZ W a > z} 50 z a X oa VQ Of O q Cv1 22 ^'y q a W DATE: 02- 12-96 SCALE: 1" = 40' DESIGN: DRAWN: DLK TEP CHECK: CHECK: DL K JOB NO.: RC00139500 P.R. NO.: SHEET 2 OF 7 FILE NO.: PRESTON2 r� rn cv m m c*� Q �n CD Q rT- U0 LU a 0 0 rn a 0 w w z w _ 4 \I S 50'31 '43" E I S 50'04'06" E ..._■■■■■■ ■■■■■■._■■_l.■■■■I■■_■■■■ ■ ■■■■ SWOON ■■ swoon ■■ ■■ ■■_■... SWOON ■■_■■ swoon ■■■■_■■_■■■■ swoon ■■■■�■■_■■_WOOL ■■_■■ ■■_■ M minnow ME �mm�m ME 734.06 625.68 ' 50' MIN. BLDG. 722-� SETBACK LINE-`o c � 75' RESIDENT/AL SEPARATION BUFFER 725 WITH FULL SCREEN I ■ 730 25' ACTIVE RESIDE 734 E NOTE 29 CL _ 0. N 34.5 T ■ BLD #4 (9 UN TS) � f POOL � ■ F. F. 735. 1 i•, SF z o T N 1 r 150� OM ELF a $ `� F DI-4 J� ■ N 34.8 3 g011 2 i ■ 31 • 5 721 0 730 ��h ■ 0 735 W POOL g 7 cr �k 0 J 1 » WM �„ 3 g Z' CcT �� ■ o ? & tG S"W� END r� ■ o 1 114 END Is �►' 4� 14 8 SAN. 'P 73 _ 5 Ln BL, 0'1 #Z • � � FLARED END N I Ln SECTION 0 L0 ' 25 ACTIVE RESIDENTIAL SEPARATION BUFFER I �_ - _ __- `L ■ -L 1 30 f TC 32. 6� DI - 1 1OR��1 �3� SIOF05M1. y y y y y y S ES 20, R E ° ■ °° o° y y y y y y y y 734 ---- 2�E�ER E�� VDOT STD -JUTE MESH OR ENKAM�T DINER FOR 20 ° ° ° 20' WIDE -�� T Z °° °° o A J y y y y y 75' INACTIVE RESIDENTIAL SEPARATION n c¢» DI-3 ° °° BUFFER WITH FULL SCREEN '� DP � °Q TC 29 °° 32 2 30' MIN. BLDG. 2 FLARED 6 1 -� END SECTION SETBACK LINE 232.78 TC `�' ■ �- ;,, w L DP f.---- �' � � � TC 29. , N 50'05'05" W 3 N N� TC 29.5 3 N 5 Janson,■ ■ �' DI-2 ' moo Janson, c I 729 52c <r _ _ Z SEE �: N �/� I NOtE3006 z -- - o') • ,� 3 ESMT. I N � 30, NOTES ■ . N TC 30.5 TC W ■ �/ �/ i Z 132 99 ' ■ �5/ � I. Rig' -,RAP SHALL CONFORM TO J Z NOTES L 1. ALL CURB SHALL BE CG-6 EXCEPT WHERE NOTED. 2. SILT TRAP AND EROSION AND SEDIMENT MEASURES SHOWN ON SHEET 5 SHALL BE REMOVED /N FINAL GRADING PLAN. J. DISPOSE OF TREES, STUMPS, AND OTHER DEBRIS OFF SITE. 4. COMPACTION OF PUBLIC UTILITY TRENCHES SHALL BE TO A M/NtMUM OF 9599 OF STANDARD PROCTOR DENSITY FOR SUITABLE MATERIAL, 5. COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS, SIDEWALKS AND PAVED AREAS SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNiCAL ENGINEER AND SHALL MEET THE BEARING REQUIREMENTS OF THE •ARCHITECT FOR THE BUILDINGS. COPIES OF THE COMPACTION REPORTS THE FREDERICK COUNTY DIRECTOR OF PUBLIC WORKS PRIOR TO ISSUANCE OF FINAL CERTIFICATES OF OCCUPANCY. 6. ALL MATERIALS USED FOR FILL SHALL BE FREE OF UNSUITABLE MATERIALS SUCH AS WOOD OR ROOTS, ROCKS OR BOULDERS OF UNACCEPTABLE SIZE, OR ANY OTHER NONCOMPACTING SOIL MATERIAL AND SHALL BE APPROVED BY THE GEOTECHNIC4L ENGINEER PRiOR TO PLACEMENT. 7. DRAINAGE IMPROVEMENTS, CURBING AND PAVEMENT ITEMS SHALL BE INSTALLED iN ACCORDANCE WITH THE MOST RECENT EDITION OF THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE, CLASS ill CONFORMING TO ASTM C-76. 9. ALL STORM DRAINAGE STRUCTURES SHALL BE PRECAST OR CAST IN PLACE CONCRETE CONFORMING TO VOOT STANDARDS AND SPECIFICATIONS. PROVIDE VOOT IS-1 INLET SHAPING IN ALL STORM STRUCTURES. 10. SPOT ELEVATIONS SHOWN ON FACE OF CURB LINE ARE TOP OF CURB GRADES. 11, ROOF DRAINS SHALL BE DRAINED TO GRADE AND SPLASH BLOCKED AT THE FRONT AND REAR OF EACH UNIT. GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY FROM THE STRUCTURE AND TO PREVENT PONDING iN SWAL ES. 12. CURB SHALL BE PAINTED YELLOW AND "NO PARKING - FIRE LANE" SIGNS SHALL BE POSTED TO MARK FIRE LANES AT ALL HYDRANT LOCATIONS AND AT ACCESS POINTS TO ENSURE ACCESS FOR EMERGENCY VEHICLES, PER FIRE MARSHALL'S REQUIREMENTS. 13. WATER MAIN PIPE SHALL BE DUCTILE IRON CLASS 52. 14. THE INSTALLATION OF BENDS AND MEGALUGS ON THE WATER LINE AND FORCE MAIN SHALL BE AS REQUIRED BY THE FCSA INSPECTOR. 15. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 16. EXACT LOCATION OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 17. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. 18. THE CONTRACTOR SHALL TIE-IN A NEW LiNE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 19. BURNING OF LAND CLEARING OR CONSTRUCTION DEBRIS ON SITE IS NOT PERMITTED. 20. POST TEMPORARY STREET SIGNS WHEN WORK BEGINS. 21. POST TEMPORARY ADDRESS SIGNS ON EACH STRUCTURE AS WORK BEGINS. 22, ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 23. CONSTRUCTION MATERIALS ARE NOT TO BE STORED, OR VEHICLES PARKED WITHIN FIFTEEN (15) FEET OF FiRE HYDRANTS AT ANY TIME. 24. TEMPORARY HEAT USING KEROSENE OR PROPANE MUST BE USED AND STORED IN COMPLIANCE WITH VA STATE FIRE PREVENTION CODE. 25. FIRE EXTINGUISHERS MUST BE PLACED ON EACH FLOOR OF EACH BUILDING DURING CONSTRUCTION AND REMAIN ACCESSIBLE AS REQUIRED IN THE VIRGINIA STATE FIRE PREVENTION CODE. 26. ADHERENCE TO THE STATE FIRE PREVENTION CODE, COUNTY FIRE PREVENTION CODE, OR COUNTY BURNING ORDINANCES WILL BE THE RESPONSIBILITY OF THE OWNER OR HIS AGENT. 27. ALL STEPS SHOWN IN SIDEWALKS ARE 6" STEPS, UNLESS NOTED OTHERWISE. 28. THE BATH HOUSE SHALL CONTAIN A WOMEN'S AND A MEN'S TOILETS WiTH LAVATORIES, POOL CHLORINATION EQUIPMENT AND RELATED PIPING OUTSIDE SHOWERS AND AN OUTSIDE BIB CONNECTION. 29. ROOF DRAINS FROM THE REAR OF BUILDING #4 SHALL CONNECT TO THE PVC DRAIN LiNE. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF DOWNSPOUTS. 30. THE "STEAMER" ON THIS HYDRANT SHALL FACE BRIGSTOCK DRIVE 31. ADD 700 TO ALL SPOT ELEVATIONS SHOWN, IE. "34.2" = 734.2. 32. EXISTING CONTOURS ARE ON 2' INTERVALS. PROPOSED CONTOURS ARE ON 1' INTERVALS. -� ■ ■ ��• ■' w �� / , I , Eh- TING SWALE AND CONTAIN aj J 2250" yv N 58'✓� Z ' 1 A '2" DEPTH OF FLOW.CL Y . ■ � � 1 TC 30.5 � 1 �� TC 3 p.5 �' i i 4• BEND C.O MECHANICAL ■ yp) �✓� �/� �U 1l, W L 111W 1.7 ROOM (T. ■ ■ ■ 'TH O.F NA SIONOW '■ 0 TC 31.0 son1� ` OG • GARRETI' S. RUNW1', II Z w 32.2 448.69 ■ ■ W • BL�� U . No. 17718 O � o ♦ 0 �1 ` �`IS"'1� W ` 1� \ IONAL o Lows, S •`a 22 112• BEND ` •M • z ERAL •��'`� FCSA CONSTRUCTION NOTES 15G 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with and arrange for inspection by, the Authority. J. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An application for services must be made and fees paid. 5. The Sanitation Authority shall top all existing water lines. They will furnish the materials for and make the tap. The Authority will also perform all repairs, relocation, etc., on existing water lines. The contractor must make application for and pay the cost of this work. 6. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole.. Contractor to verify invert prior to beginning construction. 7. A double check valve backflow prevention assembly is to be installed on any line (fire or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a building, a remote readout is required. 8. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar, 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. 9. All six (6) inch sanitary service connections shall have clean out every 100 feet. 10. All spot elevations are to top of curb unless stated otherwise. EXIST 4 LAT 0 •N ` • EXIST MANHOLE "D" �� ♦ F • F L O �. STA. 4+72 ` `fl `• �J EXIST. CAP • C,PGE g2 �• & ANCHOR' LO P A m� �T STA. 4-I-57 0 BE REMOVED � AND PROPOSED �eQQ WATER TO TIE IN. ` PF\� �• m U) ♦ �-� c ` 3 � �p 321 O SP DENOTES AREAS WHERE CURB IS TO BE P'C ��z 0 b, PAINTED YELLOW A R ® DENOTES DRY (REVERSED) CURB 24 6�5000000 \5-� .R Es P P`RP �� Roy E �P 6 S USF (GFI7 TO TOWNHOUSE 8/1 /.96 MH NORTHING FASTING EX N 1 1261, 245 E 21832. 996 10 N I I J21. 079 E 21892.377 11 N 11575.460 E 22032.572 12 N 11519.621 E 22210.743 13 N 11460.350 E 22213.887 14 N 11729.783 E 21848. 104 15 N 11824.815 E 21872.410 INVERT STRUCTURE DESCRIPTION /N OUT TOP ELEV LENGTH SLOPE Dl- 1 VDOT 01-3C, L= 10 727.33 731.25 CL-1 15" RCP 727.33 725.58 106, 0.017 DI-2 VDOT DI-3C, L= 12 725.48 725.48 729.50 CL -2 2 7 " RCP 725.48 725.03 90, 0.005 Di-3 VDOT Di-3C, L= 10 724.93 724.93 729.10 CL-3 21" RCP 724.93 724.33 120' 0.005 DI-4 VOOT DI-3C, L= 12 726.08 726.08 730.00 CL-4 15" RCP 726.08 724.98 110, 0.010 CL-5 4" PVC 731.50 729.96 152' 0.010 CL - 6 4" PVC 729.96 727.4J 158' 0.016 GRAPHIC SCALE 40 20 0 40 / ( IN FEET) 0 1 inch = 40 ft. 0 z U N aZ z> z ` Q o Z 0z W Q O 2 Wo J LO `_' W _0 Z ON 0o J • o Op v J • cn O N N � MJ .. J Lz U MW W Q o nN 0 OQ > cc W U �� ZLJ O OJ Q a Z d C-0 Uj -' m 3Q MW W 00 a> a Uj z Q> z Z 'o z a X oQ _X U Q Of LL �^ O 1 C� o q o� � C O � � q r� V q O � v � Q ^� ti w w llzc DATE: 02- 12-96 SCALE: 1" = 40' DESIGN: DRAWN: OLK • TEP CHECK: CHECK: DLK JOB NO.: RC00139500 P.R. NO.: SHEET 3 OF 7 FILE NO.: PRESGRAD H H opposes ■■ L UD rn m 0 C6 6i 0 0 U w w Cl- CD 0 rn 0 0 i Cc w w z H CU Z w S 50'31 '43" E I■._■■_■■_.._1■_■._■■ .■_■■_■._1■_ 734.06 ' 50' MIN. BLDG. SETBACK 'LINE --- OF / / 25' ACTIVE RESIT / / / . / i. 735 / I LOCATION FOR NEW TOPSOIL sc STOCKPILE I 25' ACTIVE RESIDENTIAL SEPARATION IiVUFFE I ♦` S 50'04'06" E onaL NEEL am opposes on ION 1�' X X x — — — X — — — — X — — X _ i 625.68 = SjROG� / 722� X �� ■ 725.� \\75' RESIDENTIAL SEPARATION BUFFER Aj WITH FULL SCREEN 730 ■ DA - 1 4 �- 73 3✓ III IV \\u� P pppw- "M�h wspell", lov %www:_. e ea 4A I ♦ 1 - `734 75' INACTIVE RESIDENTIAL SEPARATION BUFFER WITH FULL SCREEN DA — 2 30' M/N. BLDG. 1.316 ACE SETBACK LINE 232.78 Is Is owl N 50'05'05" W 1 u+ N N 58'55124a loops, ■ .W o 5 b "t ■ CIO O • �/ z ■ �/ .132-99 :✓. ■ .oppose N 58 22,50,. W a EROSION AND SILTATION CONTROL NARRATIVE PROJECT DESCRIPTION: THE INTENT OF THIS PLAN IS TO PREVENT ACCELERATED SOIL EROSION AND SEDIMENTATION AND TO PROTECT THE STREAMS OF THE COMMONWEALTH OF V/RGINIA. THE PROJECT INVOLVES THE INSTALLATION OF UTILITIES, ROADS, PARKING AREAS, AND LOT GRADING FOR THE SECOND PHASE OF AN APARTMENT DEVELOPMENT. THERE ARE APPROXIMATELY 5.6 ACRES OF DISTURBED AREA. EXISTING SITE CONDITIONS: THE EXISTING TOPOGRAPHY IS FAIRLY OPEN PASTURE. THE SITE CONSISTS OF BLA/RTON SILT LOAM SOILS WITH 2 TO 7 PERCENT SLOPES, WITH SOME WIEKERT—BERKS SILT LOAM 2 TO 65Z SLOPES. THE SITE DRAINS SOUTHWARD INTO A 36" CULVERT AND THEN TO BUFFALO LICK RUN. ADJACENT AREA: THE LANDS TO THE EAST AND WEST ARE SIMILAR TO THIS SITE AND ARE UNDEVELOPED. THE AREA NORTH IS LELA H. MILLER SUBDIVISION CONSISTING OF SINGLE FAMILY DWELLINGS. SOILS: SOIL TYPES ON THIS SITE CONSIST OF WE/KERT—BERKS, BLA/RTON SILT LOAMS 41 C, 41 C AND 3B. DEPTH RANGES FROM 15 TO 40 INCHES. PERMEABILITY RANGES FROM MODERATE TO MODERATELY RAPID AND THE EROSION RATE CAN BE HIGH. THESE SOILS ARE FOUND TO BE MODERATELY DEEP, SLOPING, AND WELL DRAINED GENERALLY OCCURRING IN ROLLING LANDSCAPES AND ON THE TOPS AND NOSES OF RIDGES. EROSION AND SEDIMENT CONTROL NARRATIVE: THE EROSION CONTROL PLAN SHALL BE CONDUCTED IN THE FOLLOWING MANNER FIRST, A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED. ANY NECESSARY SURVEY WORK SHALL BE PERFORMED TO LOCATE CLEARING LIMITS. THE SILTATION FENCE SHALL BE ERECTED NEXT AND THEN THE TEMPORARY SILT TRAP. AREAS THAT DO NOT DRAIN TO THE SILT TRAP SHALL BE MULCHED LIBERALLY AFTER ANY DISTURBANCE AS AN EROSION CONTROL MEASURE. THE ENTRANCE ROAD AREA AND THE 75' INACTIVE BUFFER ARE SUCH AREAS. INLET PROTECTION SHALL BE PROVIDED AS SOON AS THE DROP INLETS ARE CONSTRUCTED. FURTHERMORE, OUTLET PROJECT (1.36), PERMANENT SEEDING (1.66) AND SODDING (1.67) SHALL BE USED TO PREVENT EROSION AND SEDIMENT FROM LEAVING THE SITE. PERMANENT STABILIZATION: SPREAD OVER THE AREA TO RECEVE GRASS SEED GROUND LIME AT THE RATE OF 3 TONS PER ACRE. COMMERCIAL FERTILIZER 10— 10— 10 SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE AREA TO RECEIVE SOD AND SEED USING AN APPROVED SEED DRILL AT A RATE OF 1000 POUNDS PER ACRE. AFTER APPLICATION OF FERTILIZER ANY IRREGULARITIES SHALL BE EVENED OUT BY RAKING. SEED SHALL BE THEN UNIFORMLY SOWN AT A RATE OF 250 POUNDS PER ACRE USING DRILLERS OF SEEDERS. SOD AND SEED SHALL BE 10OZ FALCON FESCUE. THE FALCON FESCUE SEED SHALL HAVE A MINIMUM PURITY OF 987o AND GERMINATION OF NOT LESS THAN 909'. MULCH SEEDED AREAS IMMEDIATELY WITH STRAW MULCH AT THE RATE OF 2, 000 POUNDS PER ACRE. SOD SHALL BE PLACED ON UNPAVED AREAS BETWEEN THE APARTMENT UNITS AND THE BACK OF CURB; BETWEEN THE UNITS AND EXTENDING 20' ON END UNITS; AND THE AREA EXTENDING 20' FROM THE RE4R OF THE UNITS. SOD SHALL BE A MINIMUM OF 8" WIDE, NOT LESS THAN 12" LONG AND HAVE NOT LESS THAN 1 1/2" THICKNESS OF SOIL ON ITS ROOTS. WATER, WEED, CUT AND OTHERWISE MAINTAIN AND PROTECT GRASSED SURFACES AS NECESSARY TO PRODUCE A DENSE, HEALTHY GROWTH OF GRASS. ALL UNPAVED DISTURBED AREAS NOT OTHERWISE PLANTED SHALL BE MULCHED, LIMED, FERTILIZED, AND SEEDED WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED OR WITHIN 7 DAYS IF AREA WILL BE LEFT /N A ROUGH GRADE CONDITION FOR MORE THAN 60 DAYS. STORMWATER MANAGEMENT' STORMWATER MANAGEMENT IS PROVIDED FOR THROUGH THE EXISTING POND SOUTH OF ROUTE 645. CRITICAL AREAS: NONE. !� w o `e',( 11 d' F.Ons +m 3 Is �.� ■�—.■wa■►N 59%40`2 !�■Loll. ■�■ ■. 0 z i ,tp STRAW OF MULCH LAYER TO CONTROL EROSION RUNOFFF MAINTENANCE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT. ALL DAMAGED MEASURES SHALL BE REPAIRED BY THE CLOSE OF THE DAY. DISPOSITION OF TEMPORARY MEASURES: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURE IS NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADM/N/STR4TOR. TRAPPED SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. UNDERGROUND UTILITY CONSTRUCTION: THE CONSTRUCTION OF UNDERGROUND STORM, SANITARY WATERLINE AND SERVICE UTILITY LINES SHALL BE SUBJECT TO THE FOLLOWING CRITERIA: A. NO MORE THAN 500 FEET OF TRENCH SHALL BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. TRENCH DEWATERING DEVICES SHALL DISCHARGE IN A MANNER WHICH WILL NOT ADVERSELY AFFECT FLOWING STREAMS, DRAINAGE SYSTEMS OR OFFSITE PROPERTY. 729 ---7 tic 11 1 11 DA 5 1.578 AC. 130 � 31/ W.qb ♦ ("4 ' It ♦ rn � / �2�.25 ♦ N' L0 70P �V) ' �` y y y ■ y � y y � y y y y y y ,, N 20' WIDE JUTE MESH OR _ENKAMAT LINER FO y y y y y y y � y y y y y ■ ., y y ai .i � L�_.. ■ J /� o / ■ w } Q l� z INOTES m J + / / 1. EXISTING SPOILS PILE SHALL BE REUSED / ■ AS FILL IN LANDSCAPED AREAS. Y ■ PILE 2. EXISTING TOPSOIL SHALL BE SELECTIVELY ? U I OP 0 STOCKPILED IN LOCATION SHOWN FOR Q 43+/ FUTURE USE. m ■ J. THIS SHEET IS TO BE USED ONLY FOR ■yzH Gf ' DRAINAGE AREA LOCATIONS. FOR ALL OTHER INFORMATION, SEE OTHER SHEETS. I 4. ALL EROSION AND SEDIMENT CONTROL ITEMS SHALL BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH THE VIRGINIA EROSION ■ GARRET S. R II Z A. AND SEDIMENT CONTROL HANDBOOK U No. 17718 ■ +� (1992 VERSION). 731 '�� 5. A LAND DISTURBANCE PERMIT SHALL BE OBTAINED 1IISf • FROM THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT 'tb �`� • PRIOR TO STARTING ANY SITE WORK. • INAL' 15� ` 6. THE CONSTRUCTION ENTRANCE SHALL BE 20' WIDE X • APPROX. LOCATION • 70' LONG (MIN.) WITH A MINIMUM OF 6" OF VOOT # 1 ` OF EXISTING • COARSE AGGREGATE (2"-3" STONE). SPOILS PILE 7. THE TEMPORARY SEDIMENT BASIN IS APPROXIMATELY • 175' x 60' x 4.5' DEEP. THE BASIN VOLUME IS • 72B • APPROXIMATELY 671 CU. YDS. \-3- e-It • 0 e� �'�� • cn • Z `• `i9 � `G • 5� 0GPG�g92 / • 6 CONSTRUCTION " 1 / �• ONE 3.02 ENTRANCE (SEE NOTE 6) CE �' E /' • _ 5' 8 C, �go1? 3.05 SILT FENCE SF x x / • • ,0�ao p� ,R� STORM DRAIN a ` • 3.07 INLET PROTECTION /P TEMPORARY J. 13 SEDIMENT TRAP S T TEMPORARY STONE 3.18 OUTLET PROTECTION OP am E 2E5�P G . Art GRAPHIC SCALE 40 20 0 40 ( IN FEET ) 1 inch = 40 ft. ARP 0 P S�P�E m /I 0 z U N QZ Qo z o� (5 z CL O 0 0 U ` W W Mz J • Zo O p J N O N N � M_j .. u O �i! Cp co N C_� Q OQ V)O 0 9 9 C ES � O > U V LLCJ Z O O Qa MW z Ld Jm O UZ z0 �> uj z Q a Q> z> z z >O U Z X 0 U d Of LL 5 T U w O v � " 1 q � w q w U) W (=E-02- 12-96 SCALE: 1" = 40' DESIGN: DRAWN: DLK TEP CHECK: CHECK: DLK JOB NO.: RC00139500 P.R. NO.: SHEET 5 OF 7 FILE NO.: PRESTESC rn rn O Ln r C nJ a., 3 m cr1 cn cn w Q a 0 0 m_ 0 O Cc w W z H CD z w ' � A S 50'31 '43" E S 50'04'06" E 734.06 625.68 ' 75' RESIDENTIAL SEPARATION BUFFER W/ F L C N O 0 0 O O O O O 0 O O O O O 0 O 0 O 0 0 0 O 0 O b 0 0 0 O D O O O O O �, o b o0 0 0 0 0 0 0 0 0 c c. o o ,o 0 0 0 0 0 0 0 0 0 0 0 o Y o 0 8 0 0 0 0 o bo 0o eo e° O o00 O O O O e o ° o 0 0 0 0 0 0 0 0 0 0 � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' o' o 0 0 0 ° o 0 0 0 0 o 0 0• ■ �.Jd✓b�enp,. o ° o ° o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o q o 0 0 � r:1 ,,, oft nf� ,,,, af,�i _..? � „�.A - ..c.R ,,, aS� ,.. c�R _ ..�R _ .,c.P „c.Rbc. �.a. c. .,.o _ -„o .. a ., ,. _ ■ h FOLXATION PLANTINGS — BLDG. #4 ON a(� LETTER A OTY 12 Y ® M 8 SYMBOL TER OTY. W0 16 O 0 10 FOUNDATION PLANTINGS — G. lµ3 YMBOLETTER Y 0 A 9 ® M 6 SYMBOL LETTER • QIL E� 7 a O 0 4 • ' • 25' ACTIVE RESIDENB SEPARATION BUFFER 75' INACTIVE RESIDENTIAL SEPARATION BUFFER WITH FULL SCREEN 232.78 ' N 50.05'05" W LANDSCAPE TABULATIONS PARKING LOT LANDSCAPING Perimeter — 2075/40 = 51.8 or 52 Trees Required Interior — 110 Parking Spaces ® 1 Tree/10 Spaces = 11 Required Total = 63 Trees Required Provided = 70 Trees Provided SCREENING AND BUFFERING Full screening proposed South and East of existing tree ;love = 240 LF Full screening along SW property line = 290 LF Full screening proposed along North property line = 940 LF Total = Approximately 1470 LF ® 3 Plonts/10 LF = 441 Required 441 Provided 3 N 58'55,24" Wsamma, ■ ■ . 52.42 .� ■ 1� N ■ r ■ 1,32.99_...+■. N 5S'22'50 Transplanting Symbols Botanical Name Common Name Conditions Size SCREENING BORDER TREES Juniperus virginiona Eastern Red Cedar B & B Pinus strobus White Pine B & 8 e ° oAcer rubrum 'October Glory' October Glory Red Maple B & 8 INTERIOR PARKING LOT SHADE TREES Salix babylonico Weeping Willow B & B 2 ,✓ Prunus cerasifera 'Thundercloud' Thundercloud Plum B & B Pyrus colleryano 'Cleveland Select' Cleveland Select Pear B & B Zelkovo serrato 'Village Green' Japanese Zelkovo B & B I Betula nigra 'Heritage' Heritage River Birch B & B Cercis conodensis Eastern Redbud B & B Magnolia x 'Jane' Jane Magnolia B & B FOUNDATION PLANTS A Abella x grandiflora Glossy Abella Cont. D Euonymus olotus 'Compoctus' Compact Burning Bush Cont. CEuonymus kiautschovicus Monho"on Euonymus Cont. x Manhattan' D Ilex cornuta 'Needlepoint' Needlepoint Holly Cont. EIlex cornuta 'Burfordii Nana' Dwarf Burford Holly Cont. FJuniperus chinensis Compact Pfitzer Juniper Cont. 'Pfitzeriana Compacto' GSpiraea x bumoldo Anthony Waterer Spirsa Cont. 'Anthony Waterer' HViburnum plicatum var. tomentosum Doubleflle Viburnum B & B Berberis thunbergll var. Crymson Pygmy Barberry Cont. Atropurpurea 'Crymson Pygmy' n J Hosto loncifollo yosto Cont. K Ilex crenato 'Helleri' Helleri Holly Cont. LIlex cornuta 'Carisso' Corisso Holly Cont. M Juniperus horizontalis 'Wiltoni' Blue Rug Juniper Cont. NNandino domestica 'Fire Power' Fire Power Nandina Cont. 0* Hemerocallis 'Stella d'Oro' Stella d'Oro Doyllly Cont. 'k Each symbol for '0' represents 3-6 daylily bulb plantings. Specifications Quantity 1-1 1/2 " Col. 20, O.C. 6' Match Crowns 11 8' Match Crowns 14 8' Match Crowns 15 8' Match Crowns 11 6' Match Crowns 10 6' Match Crowns 6 (On Center) 18" 5' 18" 2. 18" 2' 18" 6' 18" 4' 18 5' 18" 2' 24" 2' 15" 5' 15" 2' 15" 5' 15" 4. 6' 4' 18" 2' 12" 3' ■ I ■ ' Fruit ■ Existing Grove ■ Tre 160 Esmt. 74, x 6, Height w Min• Book 729, ■ ' Dee Pg BA B O N ^ ■ CD Ki ■ z' ■ ■ ■ ■ JLL 1111_/ I L .J NOTES: . 1 — Contractor may plant screening border trees at random to achieve species number and area density. 2— This sheet is to be used only for landscaping purposes. For all other information, see other sheets. 3— The new board on board fence shall connect to the existing fence, and the gap in the existing fence is to be closed at the time of construction of the new fence. _T PLANT SO THAT TOP OF ROOT BALL IS EVEN GRADE WITH THE I �\ \ PAINT ALL CUTS OVER I" DIA. ■ \ ll� \\ • FLAG GUYING WIRES WITH yy \\ ✓ SURVEYOR TAPE I r_ 1 B-5 \ \ y < ■ RUBBER HOSE 1" DIA \1cQ FOUNDATION PLANTINGS — BLDG. 06 _ ■ v \ ■ (`'� YM LETTER OTY, o F ��✓] GUYING WIRES 2 STRAND TWIST ' I �n C 9 12 GUAGE WIRE FORM U ff w 6 3 2"X4"X24" PRESS TREATED SAUCER MULCH ■ ��GRP'v SYMBO LETTER QIL STAKES GROUND STAKE ■ S PIVpT�i 0 G 7 I O K 4 SPECIFIED PLANTING MIX — WATER & TAMP TO \ REMOVE AIR POCKETS ■ k / FOUNDATION PLANTINGS BLDG. 05 ■ SYMBOL LETTER QL NOTE` ' / O C 10 STAKING AS REQUIRED 2 X BALL DIA. 3 1)1 6 n 5 SYMBOL LETTER OTY, N "'1- # ° G 12 TREE PLANTING — GUY WIRES N In K 8 (less than 1 3In /4" in caliper) ■ LASCALE: NTS V) s y y y ■ y y y y y y y y y y ■ 20'I WIDE JUTE MESH OR ENKAMATyLINER FOR 200 LF y - -• y y y y ' y y FOUNDATION PLANTINGS — BLDG. /2 SYMBOL LETTER QIY_ 0 H 12 O L 8 SYMBOL LETTE DM 0 D 13 O N 8 ■ ■ soon, /♦r•'■ FORM SAUCER WITH 3" CONTINUOUS RIM SPECIFIED PLANTING � �I MIX. WATER &TAMP TO REMOVE AIR I POCKETS SHRUB PLANTING SCALE: NTS Intermittent Evergreen Screen Typical Townhouse Unit Intermittent Deciduous Screen--, 1Q LTH OF Gr SPECIFIED PLANTING MIX GARRETT S. RUNE II Z WATER & TAMP TO ' U No. 17718 REMOVE AIR POCKETS ■ '' ■ 1`i�'�11 NOTE l STAKING AS REQUIRED 2 X BALL DIA. ZONAL TREE PLANTING — VERTICAL STAKES • • (greater than 1 3/4" in caliper) SCALE: NOT TO SCALE • ' • •Ld .r • M ♦ M � ♦ \ZP N� ♦ N� • c� ♦ / i 1 It 0000 n n ` 0 / �` 66 .� 0p, .•� I '0 6k� BUFFER SECTION A —A FOR oI\1�,_"' SCALE: NTS 0i PIE j • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE • PAINT ALL CUTS OVER I" DIA. 2 STRAND TRISTED 12 GUAGE GAL. WIRE ENCASED IN 1" DIA. RUBBER HOSE HARDWOOD STAKES 1-3 STAKES 2" X 2" DRIVEN (MIN. 18") FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM FORM - SUPPORT SAUCER GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 Inch = 40 ft. e 0 z U N QZ z5 w AS Z � 8zz SQ = e5_ WZ�N o J 0 • N N N ^ O 00 O ♦♦ ct- Z Q • p N O Q w � Q ) z N a v to 5 a • 9z- So �- CS W W Q U OW 0 5 LLQ Z 00 O <Q 2 U 3m 41 Op C* z O z 0 a5 a z 5 Q5 z C3Z a z a X O x U� _a �LL. 1 / UH I t: 2-12-96 SCALE: 1" = 40' DESIGN: DRAWN: CHECK: CHECK: JOB NO.: RC00139500 P.R. NO.: SHEET 6 OF 7 FILE NO.: PRF_SDSR ALL PAVED AREAS f— 0 � 21 -.!!!3 COMPACTED SUBGRADE SM-2A ASPHALT 110#/SY%INCH DEPTH COMPACTED 21-B STONE PARKING LOT SECTIONS NO SCALE 24" 6„ 4. a. MIN. 0 STANDARD VDOT CG-6 NO SCALE b0 r- LD 12" RESERVE 2 0 PARKING 2.0" 6.0" WHITE SYMBOL ON BLUE BACKGROUND r_t GREEN BORDER & LETTERS VAN o.s- ON WHITE BACKGROUND 1.5" AOCEMF o.s ADDITIONAL SIGN FOR VAN ACCESSIBLE SPACE(S) 2" METAL (NOT EXCLUSIVE) POST ALTERNATE SLATS WITH APPROX. 3" SPACE BETWEEN BOARDS --, 2" x6" RAILS (TYP) 1"x6' SLATS (TYP.) ASPHALT PAVEMENT OR CONCRETE WALK HANDICAP PARKING SIGN (R7-8) WWF REINF. -�--10' O 6"x6" POST (TYP.) NO SCALE r- 8' I i ALL LUMBER SHALL BE SALT TREATED, CEDAR, OR CYPRESS AND PAINTED SAME COLOR AS PRIMARY BUILDING COLOR 6" -- 2 4" c 6" BE HEIGHT TO _ BE AT LEAST 6" HIGHER THAN 'Per ft. ANY CONTAINER o WITHIN AREA ! d I sz MIN. 6" 3000 P.S.I. CONC W/ WWF REINF. 6" AGGREGATE BASE \ COMPACTED SUBGRADE NOTE: FOR USE ONSITE ONLY. DRY (REVERSED) CURB NO SCALE CONCRETE RAMP AND APRONS SHALL HAVE FXPn':�Fn AC;(;RFC;ATF FINISH 6'-0"--3'-0" MIN.— 6' - 0" ROADWAY STANDARD VDOT CG— i 2 NO SCALE SERVICE AREA SCREENING NO SCALE 4" THICK CONCRETE SIDEWALK BROOM FINISH WITH 6x6 W1.4xW1.4 W.W.F. --F ,0 4 _ . AS SHOWN ON PLANS SIDEWALK DETAIL S SHOWN ON PLANS NO SCALE y,Tki OF err S. x u z No. 1771 5� )Is v) 1 (n N 0 z C) N a z z> Q o O 1,1 o V z D W o� � Z 0Z 00 . o 00 •oo � N � �� J LE W � Q • • N Q o � a N � 2 >a z l • � 9 z x V W �� Z W o Z o OJ t) aL4j a Li I m z 00 L_ Q v z cis zCD a> "' j M a Z cr W z� ►- Z aa > 0 ox a ZX oQ c� a s W to T � q � 0 w 64 w V) q w DATE: 9-20-96 SCALE: 1„ = 40' DESIGN: DRAWN: JDH CHECK: CHECK: JOB NO.:RC00139500 P.R. NO.: SHEET 7 OF 7 rn r yin . •' h?MtJUt