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HomeMy WebLinkAbout020-96 Parkview Apartments - Shawnee District - Backfile (2)P VDOT STANDARD NOTES 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO 77-IE LATEST E0I77ONS OF THE ORGINIA DEPARTMENT OF 7RANSPOR TA 77ON (VDO I) ROAD AND BRIDGE SPECIFICA TONS, AND STANDARDS, THE WRGINIA EROSION AND SEDIMENT COA17POL REGULA 77ONS AND ANY OTHER STA TE, FEDERAL OR LOCAL REGULA 77ONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICA 77ONS OR PLANS, THE MOST S7P/NGENT SHALL GOVERN. 2. ALL CONS 7RUC77ON SHALL COMPL Y WI TH THE LA TEST U. S. DEPART- MENT OF LABOR OCCUPA 77ONAL SAFETY & HEALTH ADM/NISTRA 77ON AND VOSH RULES & REGULA TONS. 3 WHEN WORKING ON VDOT RIGHT OF WAY, ALL 7RAFFIC CONTROL, WHETHER PERMANENT OR 7FMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT ED177ON OF VDOT'S WORK AREA PR07EC77ON MANUAL. FURTHERMORE, ALL TRAFFIC CON7ROL FLAGGERS MUST BE CER77FIED IN ACCORDANCE WITH VDOT'S ✓ANUARY, 1994 (OR LATEST EDI77ON OF) ROAD & BRIDGE SPECIFICA TONS, SEC7701\1 104. 04-C. 4. DESIGN FEATURES RELA 771VG TO CONS 7RUC77ON OR TO REGULA 77ON, CONTROL AND SAFETY OF TRAFFIC MA Y BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT 5. PRIOR TO INI77A 77ON OF WORK, CON7RACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS' FOR ANY WORK ON VD0T RIGHT OF WA Y. 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE - CONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, U77LITY COMPANIES AND VDOT PRIOR TO INI77A77ON OF WORK. 7. CONTRACTOR SHALL IV077FY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK /S TO BEGIN OR CEASE FOR ANY UNDER7FRMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPEC770N. 8. THE CON7RACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONS7PUC77ON AND MAINTENANCE OF A CONS77PUC77ON ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CON7POL HANDBOOK, SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPER77ES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONS 7RUC770N. ? 9. CONTRACTOR SHALL ENSURE ADEQUA IF DRAINAGE IS ACHIEVED AND MAINTAINED ON 77-IE S17F DURING AND AT THE END OF CONSTRUC770N 10. ALL WATER AND SEWER LINES WITHIN EXIS77NG OR PROPOSED VDOT RIGHT OF WA Y ARE TO HA VE MINIMUM 36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACIL177ES. 11. ANY UNUSUAL SUBSURFACE COIVD177ONS ENCOUN7ERED DURING THE COURSE OF CONSTRUC7ON SHALL BE IMMEDIA TEL Y BROUGHT TO THE ATTEN7701V OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UN77L AN ADEQUAIF DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT 12. ALL UNDERCUT AREAS AND BORROW MA 1ERIAL SHALL BE INSPEC7FD AND APPROVED BY VDOT INSPECTOR PRIOR TO PLACEMENT OF FILL. 13. ALL ROADWAY FILL, BASE, SUBSURFACE MA TERIAL AND BACKFILL OF U77LIlY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 959 OF THEORE77CAL MAXIMUM DENSITY AS DE7ERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 29 OF OP77MUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICA7ED STREET RIGHT-OF-WAY. AT THE DIREC77ON OF VD0T INSPECTOR DENSITY 7ESTS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICA TONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDO T PRIOR TO FINAL VDO T APPROVAL. 14. VDOT STANDARD CD AND UD UNDERORAINS SHALL BE INSTALLED WHERE /NDICA TED ON THESE PLANS AND FURTHER WHERE DETERMINED NECESSAR Y B Y VD0T INSPECTOR. 15. THE INS TALLA77ON OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPERS RESPONSIBILITY. 16. IF REQUIRED BY 77-IE LOCAL VDOT RESIDENCY OFFICE, COPIES OF ALL INVOICES FOR MA TER/ALS WI77-11N ANY DEDICA TED STREET RIGHT -OF -WA Y MUST BE PROVIDED TO THE VDOT INSPECTOR PRIOR TO A CCEP TANCE OF WORK. UNIT AND TO TA PRICES MA Y BE OBSCURED. 17. PRIOR TO ACCEPTANCE BY VDOT OF ANY S7PEE7S, A)NY REQUIRED S7PEET S/GNAGE AND/OR PA VEMENT MARKINGS MUST BE INSTALLED BY THE DEVEL OPER OR, A T VD 01 S DISCRE770N, B Y VD T ON AN ACCOUNT RECEIVABLE BASIS. P.ARKVIEW r 0SA CONSTRUC77ON N07ES 1. WA7FR AND SEWER LINES ARE TO BE CONSTRUCTFD IN ACCORDANCE WIT7-1 THESE PLANS. THE LINES SHALL ADD177ONALL Y MEET ALL REQUIREMENTS OF 7HE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINA7F WITH, AND ARRANGE FOR INSPEC77ON BY, THE AUTHORITY. J. THE SANI TA 77ON AUTHORITY SHALL TAP ALL EXIS77NG WA 7ER LINES THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICA1701V FOR, AND PAY THE COST OF THIS WORK. 4. THE CONTRACTOR SHALL 77E-IN A NEW LINE TO AN EXIS77NG MANHOLE BY CORE DRILLING THE 4ANHOLE. 5. A DOUBLE CHECK VAL VE BACKFLOW PREVEN77ON ASSEMBL Y IS TO BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THA T GOES INTO A BUILDING. THE ASSEMBL Y IS TO MEET ASSE STANDARD NO. 1015 OR 101 J. IF THE ASSEMBLY IS MOUN7FD INSIDE A BUILDING, A REM07F READOUT IS REQUIRED. 6. EXACT LOCATIOIJS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATLib WITH THE AUTHORITY'S INSPECTOR. 7. THE SANI TA 770A AJ]7Hc�RI r Y MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INST,ALLA T nk` OF W , TER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE 1) THE FRA.AdE AND COVER TO BE PROPERLY ALLIGNED MTH ITS METER B0," ANl7 � oi�', BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRA,I?E OF THE• LOT 3) THE DISTANCE BETWEEN THE TOP OF 77-IE COVER AND TH':7 YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS rr/E METER BOX ASSEMBL Y TO BE IN PROPER WORKING ORDER. IT IS TILE DEVELOPERS/CONTRACTORS RESPONSIBILITY TO HAVE THE METER BOX ASSEMBL Y INSTALLED CORREC7L. Y. 0 I 81 -11I- I BERRrn� PIKE 7 656 , 659 SAY M/ 2 � 'QUAD ^' Y2 o!s 1, PO �o 657 I I I/V ®NI / / mAP (SCALE.' I" =, 000 ) SHA WNEE NA G/SrERIA L DIS TRIC T FREDERICK COJNTY, VIRGINIA 0 0 GENERAL NOTES.• 1. NO 77 RE REPORT FURNISHED. 2. BOUNDARY INFORMA77ON TAKEN FROM EXIS77NC RECORDS. TOPOGRAPHIC INFORMA7701V TAKEN FROM EXIS77NG RECORDS'AND SUPPLEMENTED WITH FIELD TOPOGRAPHY BY DOVE & ASSOCIATES J. CURRENT OWNER: JAMES R. WILKINS 111 13 S. LOUDOUN STREET WINCHESTER, VIRGINIA 22601 (540) 667-7215 4. DEVFL OPER: SA 77AN ENTERPRISES INC. 721 LAWTON STREET McLEAN, 14RGINIA 22101 (iO3) 356-1177 5. THE PROPERTY DELINEATED ON THIS PLAN IS LCCA TED ON TAX ASSESSMENT MAP NO. 54 ((2)) PARCEL 1. 6. CURRENT ZONING: RP 7. TOTAL S17F AREA - 18.684ACRES, TOTAL AREA DEVELOPED WITH THIS PHASE = 7.684 ACRES. REMAINING UNDEVELOPED AREA FOR FUTU.RF PHASES = 11.000 ACRES. AREA RESERVED FOR STREET DEDICATION = 1.000 ACRES. TOTAL rPCu!S,, 2 BEDROOM APARTMENT UNITS WITH THIS PHASE = 76. 8. NO CON01770AIAL USE OR VARIANCE APPROVALS 4VE BEEN APPROVED OR ARE REQUIRED FOR THIS SITE. 9. NO SOILS INVES77GA RON HAS BEEN PERFORMED Br DOLE AND ASSOCIA TES ANY SOILS INFORMA77ON SHOWN IS BASED ON AVAILABLE fit L,"7" 10. THE FOLLOWING RP (GARDEN APARTMENTS) ZOA16 ," STRIC77ONS ARE APPLICABLE TO THIS S(7E- FRONT SETBACK. "OAD)' 29 -PA RION(/DRI VFWA Y) SIDE SETBACK. 50, REAR SETBACK. 50" MINIMUM BUILDING SPACING: 50' MAXIMUM UNITS PER BUILDING- 16 MAXIMUM BUILDING HEIGHT- 40' MIN/MUM OPEN SPACE aJ 11. NO SUBSURFACE INVES17GA 77ON HAS BEEN PERFOI ED BY DOVE AND ASSOCIA TESS, INFORMA 77ON ON EXIS771VG UNDERGROUND U77LITIES IS BASED ONi4 VAILABLE RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UT�TTES PRIOR TO CONSTRUCTION AND PRESERVING THEIR INTEGRITY AND ENSURING A COA?NUANCE OF SERVICE. 12. PARKING TABULA 770N. PARKING SPACES REQUIRED = 76 X 2.25 171 SPACES PARKING SPACES PROVIDED = 173 SPACES' HANDICAPPED PARKING SPACES REQUIRED ; 6 SPACES HANDICAPPED SPACES PROVIDED = 6 SPACS SHEET NO. DESCRIP 77ON 1 CO VER SHEET 2 GRAD/NO PLAN 3 PLAN AND PROFILE BROOKLAND LN. 4 SANITARY SEWER PLAN AND PROFILE 5 S/L TA RON AND EROSION CONTROL PLAN 6 LANDSCAPE/DRAINAGE DI VIDE PLAN 7 STORM SEWERrV TERI_INE PROFILES 8 MISCELLANEOUS PROFILES/DETAILS APPROVED BY THE ZONING ADMINISTRA TOR OF DA SI TF PLAN SHALL BE VALID FOR F/ VE (5) YEARS FROM DA 7LF OF APPROVAL. 3' p 4�j Ld Ockf 0 z a a� W� o ti N O t� ON N N N = N W Q > Z m - (,!)cD Z w- ®_0 O N W Lr) L&i > rM > =4 M = N N Z - � CL LW 0X-J =Nn O J N N w Lr) M 1,0 = c0 O Qr� ® �U Z� M2 0 d CUT- O Mtn W Q N Fes- N Uofw0 LLJ � w Q Z Z = - Z > U('Qcr cr Z J O QwCLv) W v, �d DATE MARCH., 22, 1996 SCALE AS SHOWN DRAWN MGB Joe F00879/SHT=1 SHEET I OF 8 y APPROX. L OCA T/ON OF EX. C.D. EXTEND --- - ¢ Sy (-1, 4,STORM STRUCTURE /NFORMA77ON AND REOUTFA MARK 1 - ES-2 (30) /N= 652.80 4L ' 2 - DI-SB (L=8) V. \\Vir'ee. , _ >/�f- , /•` INV. = 654.13 (30 "" OUT) OS/p,� �` ^ c•`� �� /S�� ' /f, / i'/ 7 r-' 3 - D/-3B (L=8) 10/1/ INV. = 657.23 2-24" IN OPEN SPACE NARRA II VE ALL OF THE AREAS OUT THE APARTMENT BUILDINGS, INCLUDING ( ) THE COMMUNITY CENTER, WILL BE ACCESSIBLE AND AVAILABLE FOR /NV. = 656.73 (30" OUT) \o/QQ� `\ �� �`� c�',�•, V USE BY THE FU TURE RESIDENTS OF THIS DEVEL OPMENT. THE OPEN 3A - 0I-3BB (L = 6)T4- SPACE DOES NOT INCLUDE LAND OCCUPIED BY NONRECREA TIDNAL INV, = 659.22(18" IN) INV. 658.72 24" OUT \\ - -- - ,\� " �`Pp 9 (/ `�� r < ,'� �` TBUILDINGS, ROADS, OR ROAD RIGHTS OF WAY, NOR DOES IT INCLUDE _ ( ) _ ! '� REQUIRED YARDS FOR DWELLINGS OR REQUIRED PARKING AREAS 3B ES-2 (18) PROP. GRADING/DRAINAGE &MT COMMON OPEN SPACE FOR THIS PROJECT IS PROVIDED IN USABLE IN = 662.06 11 _ \��3� EED s 3 Y /[�J�� -\� `,�: �' Vc AREAS SUCH AS THE COMMUNITY CENTER, WALKWAYS, AND LAWN 4 - DI-1 1 // `' S Mp��' AREAS. ALSO, RESOURCE PROTECTION AREAS OF UNDISTURBED INV. = 658.02 (18" IN) 1 �' - yY,T '.._. STEEP SLOPES AND WOODLANDS ARE PROVIDED. A SUMMARY OF INV. = 657.52 (24" OUT) 5 - D/-3B 1.=4' 1 �` THE VARIOUS OPEN SPACE CA TEGOR/ES lS PROVIDED ON SHEET 6. (- ) t f E-I' Lj qA, INV. = 664.81 (15" IN) \ �� R Ft oR0 4617 INV. = 664.56 (18" OUT) /� \ 12�•.�ry ry ��E-F C OCgn NOTE NO STORAGE AREAS OUTSIDE 1HE PROPOSED BUILDINGS ARE PLANNED 5A - O-3B (L=8) ���\ t ,�, Ft� Q 9E',y 0 EA- O'v FOR 7NIS PROJECT /v, �/ \ Rio s `�x A��FP ARC OU'UO IN = 666.21 (15" OUT) 6 - DI-3R (L=8) i \ \ giNE I _ _ -41_1- lNi! = 669.07 (15 " IN) • \\ �� _ r � 9 °' � $ � IN = 668.87 (15" OUT) DENOTES PROPOSED LIGHTING f7X7URE (20' HGT) TO POTOMAC 6A - DI-3B (L=6) EDISON SPECIFICA 77ONS AND GUIDELINES. INV. = 672.71 (15" IN) 1 Q i ' \ ¢ Cp �\ ` \ IN = 67251 (15" OUT) / ' � �" ,\, \ � �--- � �C � � ADJUST LOCATION 6B - DI-3B (L=6) / 0 4 47��\` J j'E�po NS E{y 9 OF EX/STING VDOT 1 1 \ Q E�Q E ezgndgaqeraaaaaaaaa❑cx. INV. = 674.47 (,15" OUT) I O BOX X/�7j,V ���\ 'IW C' AD dY1lL7\COUNTY SIGNS a❑ncaaacn �naaa❑nnagn DENOTES FIRE DEPARTMENT ACCESSWAY. 4" 21-A STONEDI-Jr. ES O COVERED WITH 6 " TOPSOIL AND SEEDED. 7 - (L = 6) � 1 A 3B _ � nn❑aaagcsaaaanaarzagaar INV. = 670.63 (15" IN) I G to 10' a lli'lP RAP aactiaaq^oglnnd❑rnaan. aaa❑aaonnnanganaddcc INV= 670.43 (15" OUT) I IN = 573.71 (1'5" OUT) I / / I �'?' 9 - ES-2 (24) �1 / a 9 9pGyZT aau 3 / '\ �� 'T= t /� `'---- ST N/O'v �O IN = 650. 40 (24 ' OUT) t / �G��/r_� o ' �� �o� 71 is a a N a n 413 c}a.� F Ec /N7,3'O� 10 - OU7ZET STR. O j aacYo no ❑❑gnr�'n,. \ / aqa. a ❑❑�anaaaaaa .,, \ pi aa❑ n qq goagqqa+aa r�tt+ \ INV. = 651.30 (15"W) �X OVERHEAD / ti �w`o s',-os, I I aaa o ❑agnaagagqa❑ nragd�._, �� CG- / / NO 7E- BUILDING OV6 FOUNDATION PLAN AND BASEMENT WALL Ex. POLE (X FILITY LINES /\ A P z a s a a a a a g q a ❑ n a❑ o a a n / +79 DETAILS TO BE SUBMITTED WITH BUILDING PLANS. INV. = 651.10 (24" OUT) TOtBE LOCATED �a❑�aea�aL�gnoal7anonLaniaga � �F-� / o 11 - ES-2 (15) ( 1 ) �/ 'annnaaanuoaar�gabnnaaa 1 r �� C O _PLAXCK O irgraauntgt�ao❑ananaoo noose Op / i `! IN = 651.50 (15" ,'N) ' t 11 wru, �agggmnraqqnnar as�a as a err 12 - ES-1 (15') 1 / .,`�, r i�, " AREA 1 0 % ar�aa�aa�anq❑nao ggQtt_ a / a ;t aantxanca agss❑ cz a a axa xa NaTB C%E�E�oPr1� To 1.1� At 1 'e ��-rz a a n o a o c o❑ a s aqa x � nar� s Pi�Y�Rau.i� EQNiPI��piT INV. = 95350 1�. I ► / ,I I R. ; ��' e0a' \ , P( , ,' \ (n Li 13013 5 O q rsgaaan aC-Jan 00 k ` 1 A7' A cosy o s o 0 13 - DI-38 (L=6) I + I �� P 3 00 �o zNcL 9 I DU STE I LOCA77 W `'aa a El 0 0aaaaaaaa0 Qf3E3 / �F q yvc EgytYrtiE,JT I / vn aaaana0L9LI0 auar n INV. = 055.55 (EX 15 IN) I aanaaaadp.I� g FEAaY FoR ILSE P,.1 -r,kS - I 1 aaoaonf7❑ af3 r AcZic.A Pz..A.�c�vz©�.1p /NV. - 66.�35 (15" OUT) / 1 loan❑a❑c`at�rx�z. Ir GRADE EX. DITCH 7 /� U1\ 0" aa0q DRAIN C & G ,( S'Tp yAP9,Q \\ are❑L�asnr��G� I + +80t 0)9, 'S'E/ ENTB t I navae3 r 45a .'r CT q GyT' U/C / aaaaaaai 5 a r. a ❑ eaa o cn' 80 p \\ q a a n a cx 1 '1 / END OF EXIS77NG PA VEMEN T GRAPHIC SCALE I j l l 1 V ��OG -<p \ b a n o o a 0 , \ OBSCURE OLD PA VEMENT 1 c+ L� p S SF\ LaaQ x qa 30 0 15 30 60 1\1 V 1/ PR// P 71 �+ 'IQ • `' d� 3 \\ �6d + � tnisp n r / / \ +1tQI V/ r \ 9LIaq❑❑a❑ I / / q[xq❑ann[x / - I S/AMESE CONN. T?P.) " 1 inch = 0 ft. I' ���C / ! / ,r h c' ' �R asapgn T i J � � rx.aaaasaq� '� / rJ 1 ti� / s�B� i I , I nai,aa❑o RELOCA I I I \\ VDO T SIGN I i i PROPOSED R/W DEDICATION c a rJ�' \� J A .r / p ��SG� / t0 �cx /, i; x \ 20 ".... c n n a ' a. J r 1 A, O %` /, ada i J ^1� 1r \a lJ _ / 71� '9 _'+ % ) P� ,'' / b / 1' i 1 na ❑a \�-�' IJ IJ( G��'�� / p� // \ �I fk ^ Il 76u'r/ I I �V i r �`' �( 6 9 y 5 / \ tb / a Qnaa , I I \t, J J \ _ / /' / y► �� \\ �p� ��'FZ / / / ' / 66 Z T II a : a n ❑ n IO�Z < - 680 - // s C 1 I ; I I V-V% ,� -" ` ti . . Q I o. , I I APPRO VAL VC I I Z LOC. T BE I I Q i / r T ;/ oy icy REL OCA D IF SIAMESE CONN:' / ( )� IN CURB INE i O 1, OFiaa xr:a�aa / '•, �� 1 .. -^0� I I �0 ci-csrs n sr� u - � `� 2 O II 4 I -' n, 5(,Q..._.. •. /1aar�acuan* U'' �i ��l! -.__ �\ 6.� � �1i1t'`1� P b V aaaoaggo ,pro i y•. A + .l °�. I �1 aagagaaan �\ c/ o /'w\ti,� (IL ana11011a1315 ! i O i I __ Q aann . 10 a chi Yta s - .: ,105 r ` r / opti I \ IL 817 /' �aacaL7nt.n q6� .. o �h h �� FS�T �O 1 8 -- _.._ _d�acsLnraacr3 ,� ', 10� `\ b..r I I n �- 5�� I I P C z1►1�R�Act*1 G /�atia4aQaa iI 1\'. ' i}.- ,Ci c: r�gGndU.�apr,,^rn PF' El �r� ✓� - - donannna ' 6^• °j OP 'POLE , aaoa5ana / r 6 O gs /\r►//v , anaaaaan 1 r _ I S tie • I � tq❑aaatsrsa car' /' ��\ GZ \ , j -7rN N I -- ;1 i-- (' +Xadnaaa� � %AL. �.n[ t• t � S 1, � t \� /^ // iS-Q�CLi''Si -- � _/- .`r�`�i0 � V j V / /•/�k �\ '�jV __._ Y' ¢ / �� / / .1 3 \\ 4aaon aa❑ `\� ti 7 i cc \ •6 4G t + -I - -- -15 S Cep /py R / G I ,��tt q a rs a u n 9,Q F ��%c, ,• �� , /P cto I I SEE SHEET 4 FOR bQacaa 0n O� 6 9> /r 4 • e•, 7 Q _ 7 / I SANITARY SEWER OG,O..A'A� \\ c¢G , , ,, a /., -- -- �.-- -��'- I CONTINUATION ,` / /,/ , "`<:)) '`�P�ta�'\Cua,1�•aan�:7a- �.. _ - - _ ....--_... n • �tit-"' �- SA�N6natanau(a-8�1E 197h- 8 pkCS.AN ip 0a0 4On00 �vo' K/NS F ENTRANCEI 8. PVC W L 1 - - 1- : `' _ I a, * Q a - �- C� 8 (T / 0, In, ta .n:ra 5A WCl �� I 3-8Poo on. VA�OVES I PS LOC�lV Ar da 66 LWAY 660 W/ FENCE SEET Q r ao a❑nn / . _ -. _ :� I I :_�. L PROD. POLE GRE n _ 45 i an , 44- 79 TM I ❑ a a tit / 1 _ O X jEW�GT I �o - � Do ayll J I i / '• (VOTE 1TfE 1. V/RG/N/A DEPARTMENT OF 7HANSPOM7477ON � ' Q / � � i•� zpk Y +51 ,�� (� GOangt'a .r i 11 IS NOT RESPONSIBLE FOR ANY MA/N7ENA E s� / aLz � V Na � 11 I A' Q o o II y ^1 I j � PfZoP_ Cv c li.lpEl,Zp¢p��� / 1 RESPONSIBIL177ES OR LIABILITY FOR THE � `sue 20'-18" Srt1l!aaq aa�❑ o o ti O Z ll / I r 1 L- I - N- atlas a a O SITE SWM• `FACILITIES. - ' .- / ' \ 1, ^Von 00, r PROS POLEtop / Z " O 8 I ' I , \ - �- r , I • 10FL./ R 1I 4P 80 / 11 / PROP. STY DRAIN E*T � I ' // � �-- + 8° 4 L I � �IyNAL SITE PLAN 5 P CVED 00 86 j L7ATE r - I/ IA /r �1,r-r, l /�l /-7/i Ill S 840231 W 863./1' -- -- -- -- -- - L= 4/L _ v J_-/-I Z_C Ill -1/nA /r-• D �r / \ 1 \ ` I JpnJn,^rn r_ Vi Yc:. l i� i / \ \ PRO, v, V : - r7/t tir,_� yY /'Lt,/"1/ Y / \ •, l I L v / /l / L v / ` CN 0 tp 04 O 04 04 04 _ 04 W Q m a �z to ca ? 00 O N O to who Z0 Z =N N LAJ- i 0X_j O J N to W �mk-M :r Z 1 00U 1 O�QM I-Z0 ►� • 2 0 �t12U1� 0 d M�-- ul uI Q v) N 0�w0 rC� V 1 F-wZ W U Z > (' w Z J Q W d DATE MARCH 22, 1996 SME I" = 30' DRAW MGB ,be F00879/SHT--2 SHM 2 OF 8 9 •/ 675 670 2 I G) a I EX. R/W- ---------------IX --, - ------- ------ -------------- le -------------------_—W 80' TAPER _ EX. EP 3--------------- ' - - - --------EP 310----_ RN LANE - 1 PROP - _ EX. CL------------- ------------------ - 50 TAPER - PROP. CG-6----------- - C -- �3 INTX SIGHT DISTANCE > 400' jEX. __ OVERHEAD ELEC. EX. R/W � _ / J 4 VALLEY MILL ROAD, ROUTE 659 0 0 DISTA INTX SIGH7 CE > 4 0' h EX. GRADE* CL PROP. TOP 0 CURB - a Z o m u p II v v o 5+50 6+00 6+50 GRAPHIC SCALE 50 0 25 50 100 1 inch = 50 ft. 695 a •/ Lr 680 675 7+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 / �-�c� of F�w.+�� sy►o+J A,s v �o � SAS t:.µF.�J~t' � (7+508+00 FOR CON77NUA TION SEE SHEET 4O EyRom, PROP. 8' SAN SEWER t7� ct>�c-Z Fi- o W S To Fzov C'ky PROPINTX SIGHT DISTANCE > 400 ------------ EX. 12 WIDE STABILIZED - �G-6-= ---------- ---------------- ------ - ------ --------- ROADWAY (4" 21--- 2------ - --- -- __—------- ---- ----- /� R - 50 - - - ' - - - APEX. �w/L 770N 50' 7RANS/710N ADJUST GRADE FOR SIGHT DISTANCE AS SHOWN /N PROFILE I 0 a CG-11 ENTRANCE FOR CONTINUA 77ON SEE SHEET 2 BROOKLAND LANE ROUTE 658 UNPOSTED SPEED LIMIT O Q O N N 'O) CIO . � O CID a0 of 4� W Q) � QO of O 32 VC - K= 8.2 PROPOSED GR DE 100 VC 2' STABILIZED' SURF. EX, GRA DE C4" 2I, - - _ K 56.4 - IN TX SIGHT 511STA CE > 00' - { _80`0 _ _ _ _ PROP GRAD _--- --- --- BE p �►!Eo MAIN AIN M/A 3' COTER � s LOWS EX AS NEEDED orX EX. 8" W LQ k LQ J v �a Y ~ v V V J R v a II s �° o W � H Q O 110 O 10 O ( Q N N O 0*00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 R/W 675 670 665 TRENCH/NG/COMPA C TON NO TE• SEWER TRENCHES SHALL BE CONSTRUCTED TO ENSURE THE PROTECTION OF EMPL 0 YEES IN EXCA VA 77ONS. EXCA VA TONS SHALL BE SL OPED A T AN ANGLE NOT STEEPER THAN ONE AND ONE HALF HORIZONTAL TO ONE VERTICAL OR HA VE A SUPPORT SYSTEM DESIGNED BY A REGIS7RERED PROFESSIONAL ENGINEER TO ADEQUA 7FL Y SHIELD WORKERS. BACKFILL SHALL BE PLACED IN CONFORMANCE WI TH VD0T SPECIFICA 71ON 302 03 2(g) AND ROADWA Y EMBANKMENT SHALL BE PLACED /N CONFORMANCE WITH VDOT SPECIFICA 77ON 303. 04 (h). 12 PROP. RADE EX. GRADE 1 � EX. 15 CUP-- - ---- - --- --- - -- -- - ---- CL 1 O 80' -- RIP RAP - - O ® 2.49 X h — - - PRO . 30 - 5 CL / I RCP -o - - --- - - - - Z LQhh h � W W II, p -- -- - -- — --- 0 o�p TWA W 9 + 10 + 11 + 12 EX. S TM. PROFILE CUL VER T UNDER VA L L E Y MIL L ROA D 60' RI 5' 5' 20' i ' ST9. CG-6 POINT OF FINISHED GRADE 1/4'"- 1' SURFACE 20' 5' 5' i R/W SUBBASE COMPACTED SUBGRA \ BASE \ EXTEND AGG. I' BEYOND CURB STD. UD-4 BOTH SIDES PROPOSED BROOKLAND LANE TYPICAL SECTION (ROUTE # 658) (NOT TO SCALE) PROPOSED POSTED SPEED = 35 MPH DESIGN SPEED = 40 MPH STA 0+00 TO 4+00 (CURREN7L Y UNPOS TED SPEED L/MIT) ND TE- 1. PAVEMENT SEC77ON IS BASED ON A CBR VALUE OF 6. THE APPROPRIATE ORGINIA TEST METHOD ON 7TIE ACTUAL SUBGRADE COND17IONS SHALL BE PERFORMED AFTER THE TOPSOIL IS STRIPPED, WHEN ROUGH ROAD GRADES ARE REACHED, AND PRIOR TO PLACEMENT OF BI TUM/NOUS MA TERM L. THE ENGINEER SHALL EVALUA TE THE CBR TEST RESUL TS AND REDESIGN THE PA VEMEN T IF NECESSAR Y. ALL TEST RESUL TS AND AN Y REDESIGN SHALL BE SUBMI TTFD AND APPROVED BY VDOT AND FREDERICK COUNTY PRIOR TO PLACEMENT OF BI7UMINOUS MA TFRIAL. 2 MINIMUM INTERSEe77ON SIGHT DISTANCE = 400 FEET. (HEIGHT OF EYE = J 5' HEIGHT OF OBJECT = 4.25) MINIMUM STOPPING SIGHT DISTANCE = 275" (HEIGHT OF EYE = 3.5' HEIGHT OF OBJECT = 0.5) 3. 7HE PREPARA TION OF SUBGRA DE, AGREGA 7F AND BITHM/NOUS MA TER/AL SHALL BE IN ACCORDANCE WITH 7HE CURRENT VDOT ROAD AND BRIDGE SPEC/FICA7TONS. CEMENT STABILIZED AGGREGATE, WHEN USED OVER VERY WEAK SOILS (SSV<2) SHOULD BE PLACED OVER A MINIMUM OF 4 INCHES OF UN7REA TED AGGREGA TE. WHEN A LOCAL AGGREGA 7E MA TFRIAL IS STABILIZED WITH CEMENT, APPROX/MA TEL Y 8X BY VOLUME SHOULD BE USED. WHEN LIME IS THE STABILIZING AGENT, APPROXIMATELY 47 BY WEIGHT SHOULD BE USED. �lk a 111=1 - rCOuIPDGTEO I - 11► - �-18C�.d•vE. �`7 P i i,,. �, �L-TI O � � �/1`•►' �JIT�. �1i►/F�%1'E� NUCrc=-J1�:vJ TES¢ Alc Ca.AE.1TC7C\o�.1 '(b ►I�ATct� 14' 2' S' NTAIN SMOOTH PA VEMENT DESIGN AL TERNA TI VES.' I MA17RANS11701V PER VDOT 7RAFFIC ENGINEER- SUBBASE- 8" 21-B AGGR. BASE- 4" ASPHALT CONC BM-2 SURFACE.• 1. 5" ASPHAL T CONC. SM-2A OR SUBBASE: 8" CEMENT TREA TED 21-A AGGR. BASE.- 3" ASPHALT CONC. BM-2 SURFACE: 1. 5" ASPHALT CONC. SM-2A SURFACE 114 ". I 21� R/W 4 CONC. SIDEWALK `STD CG-6 SE SUBBASE STD UD-4 PROPOSED VALLEY MILL ROAD TYPICAL SECTION (NOT TO SCALE) POSTED SPEED = 35 MPH ROUTE # 659 NLID O O CN N N = N WQ a m (n CD ? �� o � (D LLJ > Z > M L,� O Z - =N N �Ld I O 1 .k I,--1 �XJ(- OJN 2(/)� (nw� InmF-rM =� ,qt Z 1 00 U 1 OQ►M (-ZO ItCLUr- OM3:tn L� Q �J U� F- (AN U0�w0 ILLI Q FW -LZZw =ZZ> U < Lj 0-(n DATE MARCH 22, 1996 I" = 50' HOR/Z. SCALE I" = 5' VERT DRAWN MGB joe F00879/SHT-3 SHEET 3 OF 8 0 IG ' r ll� I"J c;) I I t c� i 1 I Ho �I\ 670� EX. SAN SEW `ESMT \62B. 765 PG. 1248 \ V DB.`,Z75 PG. 1110 \ 7 \ SA . MH PROPOSED 20' SANI TAR Y O 10918 ,SAN ;may-tW` �\� SEWER EASEMENT � - - - -T- 66 EX. 8" SA �� ' — - _ \ J- \� —680 ,PROPOlEP 20' SANITARY ,� 66 SEWER EASEMENT _ \ - ,, PLAN KEW CON 110N, _-- C, 65d — _ — _X — — \320 =8` SAN/TARP Sryi£RT — — AND R PROPOSED FAA 7URES USEE SHEET 2 r, 1 X TEMPORARY SZZT FENCE 32T=8"SAN. CD GRAPHIC SCALE o 25 50�� TEMPORARY SIL T FENCE 1 inch = 50 ft. I •:/ 1675 1670 1665 1655 1650 655 15 INDICA TES TEST PI T REOUIRED TO DETERM/NE AC77JAL ELEVA 77ON OF EXISTING GAS LINE. CONTACT ENGINEER WITH INFORMA770N. PROP. GRADE EX. GRADE 105'-8' PVC SDR35 ® 0.50X t 11 O h h of II O u O PROP. GRADE EX. GRADE 162'-8' PVC Si9R35 ® a 50X �^ rn 140 Q to) 10 II II II q II II h A B C D E h co F G H O `� co 4 I b p II 4 p U 4 4 II II O O O O OO O W EX. GRADE TO BE RESTORED PROP. GRADE EX. GRADE NOTE: MANHOLE TOPS B-E TO EXTEND 12-18" ABOVE EXIS77NG GRADE 212'--8" DIP CL 52 105'--8" PVC SDR35 ® 0.50X 197'--8" PVC SOR35 ® 0.50x O 0.50R 327'-8" PVC SDR35 COWfPAC7FD RLL TO 95X A 0.50% AASHTO T 99 320 =8" PVC SOR35 O 0.50X 157'-8" PVC SDR35 109'-8" PVC SDR35 ® 0.50X ® 0. 5OX EX. 8' SAN. W Z O V J \ O J Z cn 2 Z (� to p �� INC', O O � � � + � � ,; ,; (�j ,; kj ni O a: e ►� � ^ of � poi of II II 4 II II 4 II II II II II N tl II p p II II II II II b II II II II II II II II II 11 II II O O N ^ _ O Q) �1� m ., »� N h t2 N 1�1 10 t 11 t 12 t 13 t 14 t 15 t 16 t 17 t 18 t 19 t 20 t 21 t 22 t 23 t 24 t 670 • • / 655 z� a U O I o� 675 670 665 M 660 655 650 N � c0 NO N N N = N W Q cmi��0? o� O N U — mi(DQ�`n w>O CD— Z N > M _ 3Of - N ^ N LW I O I Q F —�X OWN N<\ U)w(.0 U-)m =c0 00U I O�QM I-ZO rM = O O — It LLJ Q c� V) N cry ucl��o � �ww� Q —ZZw =—z> Z J D QWa.(n DATE MARCH 22, 1996 1 ' = 50' HOR/Z. SCALE 1 " = 5' VERT. DRAWN MGB JOB F008791SHT--4 SHEET 4 OF 8 l RECOMMENDED DE WA TERING SYSTEM FOR SEDIMENT BASINS oil TACK WELD PROVIDE ADEOUATE STRAPPING _ POLYETHYLENE CAP I -- DEPTH.�........ __. VARIES AS PERFORATED POLYETHYLENE" REQUIRED " / 1 ( ✓ ` • .. W. FOR DRY �� x i`--;\ \ � , � I .�.:; ,!_. - _ -- DRAINAGE TUBING. DIAMETER- I I T ` ` ��\`_. \ r.•. -- orb STORAGE SFWET FERNCO-STYLE COUP'JNG STORAGE I ! ! ' -r �� ! ', ' t r It DEWATERING ORIFICE, ' / ` '�• A f ,` \ l j I ; = I--- }- .t \ I SCHEDULE 40 STEEL STUB 1 -FOOT MINIMUM, Ex WDYWA10 ` 1 \\ I' { �\ / (rr N L-CA RD) CORRUGATED METAL RISER /' / { / \ / I �tbtom, / r r r'�_y� \ \ I- / { - ------ sErE r\ , ! / r \ GEr- :xPC � ,' /'• // i �\• , . / � , ^ r l'\ .1PX/// ' - 'DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 680 Y. SIL TA 77ON AND EROSION CON TROL NARRA 77 VE- PROJECT DESCRIP77ON THIS PROJECT PROPOSES THE CONSTRUC77ON OF A RESIDEN77AL APARTMEENT COMMUNITY THE PROJECT WILL CONSIST OF IMPROVEMENTS TO ROUTE 659, CONSTRUCTION OF A 40' WIDE SE077ON OF ROUTE- 658, A SEWER EXTENSION AND THE S17F" WORK AND BUILDINGS FOR 76 APARTUENT UNITS. THE PROPOSED SILTATION AND EROSION CONTROLS ARE SHOWN ON THIS SHEET. EXIS77NG SITE COND1 T7ONS THE PROPOSED S/7F 1S RELA77VE-L Y S1E-EP WTH 2 TO 30 PERCENT SLOPES 7HE SITE- IS PREDOMINANTLY CLEAR WITH SOME WOODED AREAS /N THE SOUTHWEST CORNER. 7HE S17E DRAINS TO AN EXISTING DEFINED SWALE WHICH /S ON THE PROPERTY AND FLOWS TO THE SOUTH. ADJACENT PROPERTY THE ADJACENT PROPERTIES INCLUDE DEVELOPED RESIDENTIAL PROPER77ES TO THE NOR7N, UNDEVELOPED LAND TO THE EAST AND SOUTH AND AN EXIS77NG SCHOOL TO 77-IE WEST. OFF -SITE AREAS NO DISTURBANCE OF ANY OFF -SITE AREAS WILL BE REQUIRED FOR THIS PROJECT, EXCEPT WITHIN THE RIGHT-OF-WAY. CRI77CAL EROSION AREAS THE STEEP SLOPES, EXISTING SWALE, AND OFF -SITE" PROPER 77ES ARE CRI77CAL AREAS TO PROTECT DURING CONSTRUCTIONN, EROSION AND SEDIMENT CON 7ROL MEASURES UNLESS 07HERMSE INDICATED, ALL VEGETA77VE AND STRUCTURAL EROSION CON7ROL PRAC77CES SHALL BE CONS7RUCTFD AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICA 7701VS OF THE 1992 00 00 ORG/NIA EROSION AND SEDIMENT CONTROL HANDBOOK. 7HE MINIMUM STANDARDS OF 7HE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE �O WAIVED OR APPROVED BY A VAR/ANCE. STRUCTURAL PRAC77CES 1. SIL T FENCE BARRIER - J. 05 Q SILT FENCE WILL BE INSTALLED AS SHOWN TO FILTER SEDIMENT LADEN a RUNOFF FROM SHEET FLOW. 2. TEMPORARY CONSTRUCTION ENTRANCE - J. 02 A TEMPORARY CONS7RUC77ON ENTRANCE WITH WASH RACK SHALL BE ill INSTALLED AS SHOWN ON 7HE PLAN. CONSTRUCTION VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE EX1771VG ONTO EXIS77NG MILL ROAD. JVALLEY ,3 CHECK DAM - Q A ROCK CHECK DAM SHALL BE INSTALLED TO REDUCE VELOC177ES IN THE SWALE AND CAPTURE SEDIMENT. J4. DIVERSION DIKES - < DIVERSION DIKES SHALL BE INSTALLED TO DIRECT SEDIMENT LADEN RUNOFF 00 TO FILTERING MEASURES AND TO PROTECT OFFSITF AREAS. 01 IV I SEE SHEET 4 FOR w= \ i EROSION CON7ROLS / _ ___': _ / -�/ �, ,,; �,,,� _ ,,=,%" � •,f. •j �' � ,f ���-�-------- _ �j'" � ,L�_J-- — _- ----- - _ �__- L__-� I { 1�: I ON SEWER EXTENSION SB �i r ,(•'•'�, �Oi /, '/ r '/� f �� 1 -� It'_y_ -_� - -_-�-- t I j i I -------- I- , __ Lj \\ / I j // I-------- �' ; 'l \ I ; • / %� // /� i / r ! III � � I _ / _.-C-=T._-...-._.; � � �.._.i/,I 4 I'--- �.J.`.:.a,•,r� i LEGEND LIMITS OF CLEARING AND GRADING lP STORM SEWER INLET PRO EC77ON CE TEMPORARY CONSTRUC7ION ENTRANCE CD GRAVEL CHECK DAM DD TEMPORARY DIVERSION DIKE x x — SF TEMPORARY SIL T FENCE SB TEMPORARY SIL T BASIN THIS SHEET FOR SIL TA T/ON AND EROSION CONTROL PURPOSES ONL YLY 0 GRAPHIC SCALE v 50 0 25 50 100 1 Inch = 50 ft. NOTE THE CONTRACTOR WILL BE REQUIRED TO OBTAIN A LAND DISTURBANCE PERMIT FROM THE OEPAR7MENT OF PUBLIC WORKS PRIOR TO 1NI77A77NG ANY SITF WORK. 7HE PROPOSED STAB/LIZA770N PROGRAM WILL BE STRICTLY ENFORCED BY FREDERICK COUNTY. 0 5. INLET PR07EC77ON - (o. INLET PROTECTION SHALL SHALL BE INSTALLED AT THE LOCA77ONS SHOWN ON THE PLAN. yµa� t >c IN s\s w•a 1+.� y 1\} STABILIZATION PROGRAM PERMANENT SOIL STABILIZA7ION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADING /S REACHED ON ANY POR7701V OF 7HE SITE: TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED W1 THIN SEVEN (7) DA YS TO DENUDED AREAS 7HA T MA Y NO T BE A T FINAL GRADE BUT WILL REMAIN DORM,n'VT FOR LONGER THAN FOURTEEN (14) DA Y5; EXCEPT FOR 1HA T POR r; IA' OF THE S/7F ON WHICH WORK WILL BE CON77N000S BEYOND FOURTFE;A. r'14) DAYS. PERMANENT SOIL STABILIZA 7701V SHALL BE APPL/fi TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX t6) MONTHS FOR WINTER STABILIZATION, ANY AREA DENUDED FOR MORE THAN FOURTEEN (14) DAYS AFTER NOVEMBER 1 AND BEFORE MARCH 1 SHALL BE MULCHED AND SEEDED APPROPR/A 7E TO THE SEASON AND SI IF CON017701VS. MANAGEMENT S7RA TEG/ES PHASE l 1. CONS7RUC7701V WILL BE SEQUENCED SO THAT GRADING OPERA 77ONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. PHASE I WILL BE IMPLEMENTED PRIOR TO MAJOR CLEARING OPERA 77ONS AND DENUDING OF THE SITE TEMPORARY MEASURES AS SHOWN ON THE SIL TA77ON AND EROSION CONTROL PLAN WILL BE INSTALLED INCLUDING 77-IE CONSTRUCTION ENTRANCE AND SIL T FENCE. THESE CON7ROLS WILL BE THE FIRST PART OF CONS7RUC7701v AND ONLY DISTURBANCE REQUIRED FOR THEIR /NSTALLA 77ON WILL BE PERFORMED. 3. TEMPORARY SEEDING OR OTHER STABIL/ZA710N WILL FOLLOW IMMEDIA TEL Y AFTER GRADING. 4. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARL Y MARKED BY FLAGS 5. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE } /NSTALLA 77ON AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRAC77CESS, PHASE Il 1. AFTER-CON7ROLS OF PHASE / ARE /N PLACE, CLEARING AND CONSTRUC770AI AND MAJOR EARTHWORK ON 7HE SIT£ MAY PROCEED. 2. DISTURBED AREAS SHALL BE STABILIZED AS QUICKL Y AS POSSIBLE. THE DRY POND AND OUTLET WILL BE INSTALLED AS SOON AS POSSIBLE TO ALLOW COLLEC77ON OF SEDIMENT /N THIS AREA. THE ROAD AND PARKING BASE SHALL BE INSTALLED WHEN FINAL ROAD GRADES ARE REACHED. INLET PR07EC77ON SHALL BE PLACED WHEN STORM TOPS ARE SET J. AFTER CONSTRUC7ION IS COMPLETE, ADEQUATE STABILIZA T701V IS ACHIEVED, AND ONL Y AFTER APPROVAL OF THE FREDERICK COUNTY INSPECTOR, THE TEMPORARY CONTROLS MAY BE REMOVED, AND 7HE POND CLEANED TO ITS DESIGN INVERT. PERMANENT STABIL IZA 770N ALL AREAS 01S7URBED BY CONS7RUC77ON SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIA 7FL Y FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE WITH KENTUCKY J1 TALL FESCUE ACCORDING TO STD. & SPEC. 3.32, PERMANENT SEEDING, " OF THE HANDBOOK. MAINTENANCE PROGRAM ALL MEASURES ARE TO BE INSPECTED DA IL Y BY THE SITE SUPERINTENDENT ANY DAMAGED MECHANICAL DEOCES SHALL BE REPAIRED AND/OR REPLA CED B Y 7HE CL OSE OF THE DA Y. NO CONTROL S ARE TO BE REMOVED WITHOUT THE APPROVAL OF 7HE S/TF INSPECTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR PENAL 77ES CAUSED BY HIS FAILURE TO COMPLY WITH 7HE EROSION AND SEDIMENT CONTROL PROGRAM OR THE DIREC77ON OF THE SI7F INSPECTOR. THE DESIGN ENGINEER SHALL BE N077F7ED OF ANY CHANGES TO THIS PROGRAM. 1. THE INLET PR07EC77ONS AND CHECK DAMS WILL BE CHECKED REGULARLY FOR SEDIMENT AND CLEANED WHEN NECESSARY. 2, THE SIL T FENCE BARRIER WILL BE CHECKED REGULARL Y FOR UNDERMINING OR DE7ERIORA 77ON OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN 7HE LEVEL OF SEDIMENT DEPOS177ON REACHES HALF WAY TO 7HE TOP OF THE BARRIER. r J. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND /S MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. O N >- c0 N 3 N N = N W Q > Z m (n tD Z �— O 0Nc7 � cD W > o — 0 ZN>tM W O Z�� cy N 0x�r� =N� OJN, cnww Lo m N- t•O = (D �t Z I 00 C) I O D Q M r Z 0 r)3� M W Q W u� 0M�0 Li HwZw Q V Z > O J D: Z D Q w 0- (N r0 v, Q 0 Q 0 Q DATE MARCH 22, 1996 scALE I" = 50' DRAwt4 MGB joe F00879/SHT-5 a SHEET 5 OF 8 cn z cn LANDSCAPING NO TES I. INTERIOR PARKING LOT LANDSCAPING REQUIRED: 1 SHADE TREE PER 10 SPACES —� 173 X 0.10 = 17 J,, OR 18 TREES REQUIRED PROPOSED SHADE TREES = 18 SARGEANT CHERRY ��- 2. INAC77VE BUFFER SCREENING REQUIRED: PER ORDINANCE 165-37 E (3), w \ CON77NUOLIS EVERGREENS SPACED A MAX OF 8' V \ \ OFF -SI TE 36018 = 45 TREES REQUIRED /N BUFFER Q F—Of AC.� PROPOSED EVERGREENS = 45 (P/NUS S7RO8US-WHITE PINE)0. 61 Z 0.45 I Q S � � J J. PERIMETER PARKING LOT LANDSCAPING REQUIRED.- 'PROVIDE 3' HEDGE AS NEEDED TO PREVENT \ HEADLIGHTS FROM SHINING OFF THE PROPERTY. q PROVIDE 1 SHADE TREE FOR EMERY 40 FEET OF PARKING Q V \ LOT PER/METER = 1930' / 40 = 48.25 OR 49 TREES REWIRED. k PROVIDED = 49 AMER/CAN LINDEN W � W 4. ALL LANDSCAPE PLANT MA 7FR/ALS SHALL CONFORM TO THE LA TEST \\ \ \ VERSION OF THE AMERICAIv STANDARD OF NURSERY STOCK (ANS( 260.1) W . _ PLANT MATERIAL SHALL BE OF STANDARD QUALITY OR BETTER, 7RUE TO NAME AND TYPE OF THEIR SPECIES OR VARIETY. W. qR 5. LANDSCAPE PLANT MA7FR/ALS SHALL BE PLAN= IN ACCORDANCE WITH ETHER 7HE ORGINIA NURSER YMANS ASSOCIA770N, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS, OR THE VIRGIN/A CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCH/TFCTS. 45 EVERGREENS /N INA077VE BUFFER 0.16 AC--] C = 0. 7" 0.10 AC = = 0. 85�j >.03 AC� 0.85 j 0.09 AC7 C = 0. 75LJ t 2 GRAPHIC SCALE 50 0 25 50 100 1 inch = 50 ft. � � I THIS SHEE T FOR L A NDSCA PE A ND DRA INA GE DI VIDE PURPOSES ONL YN NA TURA L SITE f"EA TURES GROSS AREA = 7.684 ACRES WOODLANDS = 0.900 ACRES AMOUNT DISTURBED FOR STORMWA 7FR MANAGEMENT = 0.100 ACRES (11X) LAKES & PONDS = 0.000 ACRES WE7LANDS = 0.000 ACRES NA 7URAL STORMWA 7LR RE7FN77ON = 0.000 ACRES FLOOD PLAIN = 0.000 ACRES S7FEP SLOPES = (15XF) 1.638 ACRES AMOUNT D/S7i/RBED = 0.410 ACRES (25X) AMOUNT /N OPEN SPACE = 1.228 ACRES (75X) NUMBER OF UN17S P-90POSED = 76 AREA IN BUILDINGS == 0.820 ACRES AREA IN PARKING, ROADS & DRI VEWA YS = 1. 70 7 ACRES OPEN AREA = 5.157 r' CRES (67X) (USABLE OPEN AREA, ;T 3.929 ACRES - 76X) OPEN SPACE REOUIP FO = 2. 31 AC. (30X) OPEN SPACE PRO KDf D = 2.61 AC. (34X) USABLE OPEN SPACE REQUIRED = 1.16 AC. USABLE OPEN SPACE PROVIDED = 1.61 AC. SITE IMPERVIOUS AREA RA770 S/TF AREA = 7.684 ACRES TOTAL IMPERVIOUS AREA = 2.527 ACRES (PARKING, ROADS, WALKS, BUILDINGS) SITE IMPERVIOUSNESS = 2.52717684 = 0.33 = JJ PERCENT LEGEND i -O.89 AC. I I C = O.80 I 3' HEDGE 6 I DRAINAGE DIVIDE AREA AND C-FACTOR EVERGREEN 7REE 45 - P/NUS STROBUS - WH17F PINE 6' HEIGHT SPACED MAXIMUM OF 8' SHADE 7REE 18 - PRUNUS SARGEN771 - SARGEANT CHERRY 2" CALIPER SHADE 7REE 49 - 77L/A AMER/CANA - AMER/CAN LINDEN 2" CALIPER EVERGREEN HEDGE TAXUS CUPID/DATA CAPITA TA - ✓APENESE YEW APPROX/MA T EL Y 230 L. F. OF HEDGE REOU/RED EX/S77NG S7FEP SLOPE AREA N O > NO N N N = N W Q Q cn�Z o0 ONO — U-) w > O — > O_ Z N =N ^N O I W Q I �x OJN =cnr- cnW(D LomF- -M =I'D 14 Z i 000 1 O6Q I�ZO M . = O 't a_ U r- O — d M3: Ln Ln W Q4 cn N U�V)Of m m O W WLLI W � Q Z LLJ = Z Z > UCOQO' O'ZJZ QWa-(/) DATE MARCH 22, 1996 SCALE 1 " = 50' DRAWN MGB Joe F008791SHT-6 SHEET 6 OF 8 • 675 670 665 660 655 670 665 660 655 650 PROP. 16' f SDR21 W/1 EX. nU TO 95X I T-99 i � Q I.-_ _.-a- --1-- i __._--_ i .-.--..... - v ano I 1 I w i i $ i a k 2ia F O ------Ir-,-----,,------.It- _..__�j(Z) �- � ' + I Q! . —I It � i cd i 11 _ f.�.____-..U' _ I i i- + { I - 0 + 1 BLDG 14 SERME 675 675 670 670 665 665 660 660 655 655 9 J Q 11 Q0 I N K a O N< m If + 14) tQ v/ II O + 0 + 1 + BLDG 16 SER146 i F 11 i i : i I £ i -------i-- -----i-' g i ' i _.._ _ l__ $ S ] : _. _ _ _ .. i 1 -------,4i i —._ _ , r_ . 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Y 7 i r LL �IA 4,� ��-��- z �j6 v --, Z�� a -- li�-J� � z Q W O O �� U /O rr �J 00 0��� Pg N : O O (p N _ N N ?- Q W N� Z — W — + 10 + 0 (p Z 0 0 OcvO :2cno:fLn w>o O - ul Z_ N�M 7- - - = N N W `3XJi-, =Ni- ! 1 i _._.,.y..— .. j t ._.�..._ _,.I ! 5 i 1 11,5A 1 __- O _.-. ._------- _i-..._,___ N� "^.".. � 11 I Ili I i I ___.~ -..--.-1-.-.- 1.. I .--_.- _-_._ I j EX. i a ADE OM? GRA it / i - i �_/ / i ..._.._,,.a.._...___.-_.._ i I I 11 / I -..-_-_ _--. _ _._ I____..._ a t � - -I- 54 - �5 G%�P! 1 1 ._-....,. .-.., _._-{1{_ ..__._...... ! d i 1 I ____ _.__ 3 1 _. __t ! 1 _-__- i . F i I i --.-. _. �._ - I - _,..-3_ _.__... { .-._ _,...- _ �.,»,_ I ___ ___ F _ I i ] i --__ -'€- e I 9 q E I z8 , ; -^� , 8 __M \ 1 k)k) VKV III, h i 2 w w Q Y; w i t \If: i.� 14 �4 tp o �a as m % 3 % I 11 n n 11 n If I, n ! - --,,-R _; . , � � __ -I-,-- -- + 2Z ++� 3 id Z i y i OJN cnW(0 ,nml-M =(0 -c Z I 000 I OOQP) 1\ZO M .=O Iti2Ull_ O-� Mn U) V / LIJ Q 8(�/-)N N U of O U� I-- Q ZZw _ - Z U0Q0:� Q:f Z J ::) Q W f_ (n DATE MARCH 22, 1996 1' = 50' HOR/Z SCALE 1' = 5' WRT. DRAWN MGB 10 + 11 roe FOO6791SHT--7 SHEET 7 OF 8 .y BOWMAN & GLAiZE ,Kn top for g7,a Z. 9R # 4' cost in place access door diameter manhole WINCHESTER. VIRGINIA 22604 centered in top (wished grade z ,�' T 01V E (, ©NS TR t T C T 0 N ENTRANCE POST ONE SIZE LARGER THAN FENCE —— — --- - nctobet 24, I9�)S PHONE 662.2ae2 vories 2' max. air kv TJ' MIN Ex[STIr.G - / WOOD POST r - -- -- fflW - -- PAVEMENT k'TDVS10'N 3' riser Sectionfor A 3 4 TYP/CALs:, Mr. Sarkus Satianruo;aay box I I 4' diameter manhokr=,l _ COMPACTED SAtlan Enterprises. bic. I I with cutouts "'_4" x 4" OR GRAVEL ^D I Ford FCHH77HC-15BF[t.TER CtU7N� 6' MiN MpUNTA3LE FERN /_l I,a\\'tot] Sireet 2r mnF 4� .r 6� TYPIC ' 7(CIFTIONAL) LC)/ McLean, ,4 �z 1 tubNtype K copper !er by setter meter FCSASIDE ELEVATION �\%\fr) s Pin to,nt5 ,( M ) from main to \ � 0 8 //�� Ucar';arkus:d1e rtn/sodU \\'cDrpare'iof7 7o' M iJ - _ L- /: °a �Recentl ��u af]il i dise•llssid }'OLIT ro ect on �'allc A�il1 koad ad'acent to the LRNA TE ///'/ //�/ `/, FTr�',c,AL FENCE PROPORnoNs�••��.��.��%,/��..��! Bowman & Cilaize project identified as Hillsdale Estates. You will be CCMPRESSIOr'J ALTERNATE I rmkl wA improving State Route 659 IrorTl Valle) Mill Road south\vard. _ _ w lV BOARD ON' BOARD - ,f -- TYPICAL CA TE bell valve curt �♦ - Y ~ ' _ You have requested that you be allowed to grade the read adjacent to our •ate- main stop with � I0' M: - F L / L ' . ends. aiU f gete solid support bbci s c� ENCE T prL�perty to gain sight line distance for the entrance to your protect. NVe ha\'e operatin nit under custom setter o voMe g NOT TO SCALE no ob1CCtioll Ill principle to this belly', accomplished SO lom, as the two Q Q s 'p iblloNving criteria are lnet: 6' sterx bead;N t z : in non -traffic area: ` v O l . All btttll:s ill connection with this load grading are to be sloped at a 4 to 1 f -�� 30' , 3ii oDccss door - IidFd mods sIR1030, or our approved oat T ��:.,- r:.. sratio. c7 ppr equal. v 1u. 1 • �' - .. I r U /1 i - j 1 � j] - ] ., r -r \, j-i J l f , - i%, l w tr.Tric area: - — V 1 l� 1 4 EL C lJ ! 11J I A i-� l� 1 L., /JI �1 1, _` i The sight line requirement for the entrance to our project is to be Illet Ill B- � 24• x 247 heavy duty ac ess door Haf6dar medef HIR2424, or our approved equal \ � O PLAN VIEW connection with your road grading. , Q PC FIL 7 LV-L -- We believe this criteria can be easily met and I have enclosed a copy of our CUTOl1T �� �3" MIN. - - Master Devclopment Plan indicating the location of our entrance. Q 3" M N -- _ -- __-- -- 1 yr and r r� NSTALuTKN �Ilould there be any questions, please give me a call at 662-7980• � 8 �, Arrnerded April, 1996 SECTION A -A - �:: Si c,)reIV, cast iron cleanout capwith brass plug having a countersunk square head Panella Model PA4SV-CSK (4") a. Panetta Model PA6SV-CSK (6") ill Petry - finished rase A R ` 'ice President - Development Z s .�_71— � 01- 711:1_l_ DE_ J''ICE ICI:,`�'I(�.A o mo w ��� =r-..a:•. a�__- square concrete skid pad Z N rt. > NOTE :Where length of service lateral to exceeds 75' 20"x 20"x 12" deep H J w � Z ROLLS , 1 DIA. j a O SECTION B — B 5r' \ a cleanout assembly shall be furnished at the _ ridr A property line 1 TOO STIFFENER (IF REOUIRED) aggregate base �O g0�� S__X-x—ANGLE WELDED I ( depth 3") lYjYO P TO TOP AND ORIENTED PER- y t' �r f O PENDICULAR TO CORRUGATIONS. cleanout pipe r _ - - TOP IS VO GAGE CORRUGATED - - - TAL 0 _. SDR 21 ME P, 1 /9" STEEL PLAT PRESSURE RELIEF HOLES MAY sanitary _ O I w BE OMMITTED, IF ENDS OF sewer main N cD D1 [ •1j'R r1012N D I A� A; CORRUGATIONS ARE LEFT FUllr > N N __... I PLAN VIEW OPEN WHEN THE TOP IS wye 45'bend > ON { I ATTACHED. = N W Q TAB KNE-LD .. �_S f -S CD IY — I wi: EG CYLINDER 151� GAGE CORRUGATED � i � Q Z A_ Apo, r;L 1 METAL PIPE OR FABRICATED FROM O Z r. ti•�.,.ti.�.ti.ti ti ti �• �. ti ti ti ti.ti.ti.ti tJ] t� Q C7 Y ••r r•f• }•r r•r•r•r•r•r•f•rtir•r•r•r Compacted Soil C �� , STEEL PLATE. }:}:. :ti:S:}:}:?:}:3:ti: i•r•r•r•r•r• r•r f r•i•r•r•r•r•r• (14 LO > --- -- --- N M Z �'- NOTES: 6" stone bedding = N N z W 18 rr:lrl % \. 1. THE CYLINDER MUST BE 0 J Q H / \ —Flow I'ECIFIC AiI'LIC:1'r10 - FIRMLY FASTENED TO THE X TOP OF THE RISER. SEWER CLEANOUT O -� N C/] W cD -- _ _ _._. m _ - 2 SUPPORT BARS A \�. � Z M � to - - ORT B RE WcLCE 1 O Q M Z C r ` r oAx TO THE TOP OF THE RISER \ t5TOP SIGN M = O O — At I:['}i0D OF INLL'"[ }'};0'l'I:( PION [� Ai'PLiCAI3,,E. 1�' Cl} is t\:,L'1': .•> 1-1 }'ONDING IN F'PONT Oh' '! NE _STRi'C'rl JRE IS NOT lJVf•:1.1 i'J at;CF: OR ATTACHED BY STRAPS �IZUi� M�t>7 iNCONVE'NJENC.'E 01;; DAMAGE 'TO ADJACENT SI'Rl'("Ct'F,E� AND 1.`:i ,l' BOLTED TO TOP OF RISER. �1:�"I'f:D USER DIArs�rER AR}•.;1ti LIMIT S/G,v PH GRAVI•:i. sliALI, lil: VDOT h':3, y:1:>, oR coAR I: Accur:c.:\ri. SECTION A -A ISOMETRIC �� ,`\ �R2M ' �'' * mod' W Q A-10 C' A , C111 _' C A__ al :l1 G'I [ ,'1-� _�'D 111 � I, -� I L�S H- ,, ., , T r , . DROP INLET `EDIAIF,,�;T �--L_� CO N� 1 I� Z_ C I I O OF A �. I L 7 E _� CL > > f 1Cl�l':S oR l l OF Df AiNAGE ARF,A I 'IL 7'l; R ~ N ( 11-II LI 11-IRL (_� I I ORT) - ,� L -� W W .:;.. c� c:. :r :F/k't LANE' ti Z Z F s" k •. W - STOP > - - - --- -- I YELLOW Cuh't� R -1 SICK IY Of Z Q Of F ��,,T , .. � Q w Q_ cn § FILTER CLOTI} w k I' ! (OPTIONAL) - -- ----- 'i -- CRr.'dL _ I �- � ���T►z� ,'.�t t'lta�) �_ v _ �,_ - FIRE LA�Jf f�L. SI GNA GE A NCB VDOT r.' l- - �� 100- YR WEE 65 o SPILL WAY 65,:,- --------- TRASH RACK1Ar-cr ` JaSZTt=< (�� ixiA.'►-� 10-YR WSE = 655, >Ca O 04, s%�}'?` 3:�` t+"s LCw•tri. X^ " TOP 6 Y • _ 5 - PROPOSED GRADE -J 4 • 2- YR WSE = 654 . -7t� AMS Q .,-,1��•.r. •, '{ >f' - �a "�4 I I•'[I,'I'i•:R CLo'I'II ,. �Tw� � i�`� /' ;` �`,'-; � j ��1 1' f 1,. mil, �'_ I > INV. OUT = 651.10 �+ (oPTlo�:,') 1 SI I:CIF'IC !1l E'LIC'A'I=IO\ _ rf r INV. /N 651.30 % I'1:1:A\1 !LW) v, THIS METHOD OF INLET PRO'I;C'lI0ti 1S APPLICABLE r / Y WHERE FIEA��l� CONCI:ti'ff�A`l'F:D I�'L,OW'S ARE L�XI'F;C'i'EI) . �4 -MPour ®2..Do9 --' T_ F'[,orf _ � COARSE E � '.,;l;t:GATt: - -? BUT \0'1' ltiI'.F:RE PO?�`DItiG :1ROt?�U TIII,,, `'IRl'C'TIiRE MIGHT CAUSE EXCESSIVE: INCO\VENIENCE OR DAMAGE: -;';111 = - �� I O AD I.1C E. 5 I RL C I L ItiC._ AND t I ROTE C I I,D .aI�I_,_i _ l [ �]1,' "-� _'STRUCTURE DETAIL :; � 1 �'` � OUTLET 7R FY`ENSIQfd OF FABRIC AMC W':F.F Ii,T; T�'c TPF,^J P- DATE MARCH 22, 1996 ai ''.., ? rCr •,� ti P:^ ` (NOT TO SCALE) f.�=-c'tJaT�_ 1 1 5 �E• or.� `I A� + t.� ALA izE.P.rn -� CI -'AVEI, �' 1 1 I IjI I O l O ' (0 1 �►T e,E A ' , . I :1 i i;"1 ( l 1 O yPSi SCALE AS SHOWN t; 5 . i 1.,, I-lPRAi' A(;(, ;(:ATEa� ` p Aar. -5��.a+�\zep. Po�,o=�I►J�.T.o«1 is - 1 T1i `J�S _ DRAWN MGH - • � - _ �J� r . L I' I I i � �.x.1 v TO � �_., ,. L_.� �►J �. s� joB F008791SHT-8 iI i SHEET 8 OF 8