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HomeMy WebLinkAbout44-02 Opequon Presbyterian Church Addition - Shawnee - Backfile4 NEI 11". IIL1 ■ IRE 1 2 3 4 SITE VICINITY MAP SCALE: 1" =200' SHEET INDEX OPEQUON PRESBYTERIAN CHURCH Cl COVER C2 DEMOLITION PLAN C3 LAYOUT AND UTILITY PLAN C4 GRADING PLAN C5 DRAINAGE PLAN C6 EROSION CONTROL PLAN- PHASE C7 EROSION CONTROL PLAN- PHASE II C8 STORM PROFILES AND DETAILS C9 UTILITY DETAILS C10 NOTES &DETAILS L1 LANDSCAPE PLAN! &DETAILS i LEGEND ° CONCRETE] YARD LIGHT S.M.H. ( ) EX. POWER POLE LIGHT ASPHALT PAVING O° TYPICAL YARD HYDRANT ® EX. TELEPHONE HEAVY DUTY ASPHALT PAVING PROP. FIRE HYDRANT EX. LIGHT POLE PAVEMENT REPLACEMENT PROP. SIAMESE CONNECTION BENCHMARK p�p p GRAVEL X PROP. GATE VALVE �, - WETLAND AREA F PAVERS ® INLET PROTECTION �- PROPERTY LINE T PROP. TELEPHONE LINE OHP EXIST. OVERHEAD POWER G PROP. GAS LINE E 8"WL EXIST. WATER LINE P PROP. UNDERGROUND POWER OHTV EXIST. OVERHEAD CABLE 89rWL PROP. WATERLINE 8"SAIN PROP. SANITARY SEWER LINE - EXIST. CENTERLINE OF ROAD 18"RCP EXIST. STORM SEWER PROP. STORM SEWER LINE 348 PROP. CONTOURS 8"SAN EXIST. SANITARY SEWER 348 - EXIST. 1' CONTOURS EXIST. TREELIKE .J45 EXIST. 5' CONTOURS EXIST. EDGE OF PAVEMENT u■ 13. y yL y WETLAND BOUNDARY -----RMA----- RESOURCE MANAGEMENT AREA BOUNDARY ----- RPA----- RESOURCE PROTECTION AREA BOUNDARY + 348.55 EXIST. SPOT ELEVATION 351.95 351.45 PROP. TOP & BOTTOM OF CURB PROP. TREELIKE APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR pa�j1da1v 04/l//03 THIS SITE PLAN IS VALID FOR FIVE(5) YEARS FROM THE DATE OF APPROVAL. (( h•l } r r l l FREDERICK COUNTY, VIRGINIA 1. SITE ADDRESS: 217 OPEQUON CHURCH LANE FREDERICK COUNTY, VIRGINIA 2. OWNER: OPEQUON PRESBYTERIAN CHURCH AGENT: BALZER & ASSOCIATES, INC 217 OPEQUON CHURCH LANE 102 HUBBARD STREET WINCHESTER, VA 22602 BLACKSBURG, VA 24060 PHONE: 540-662-1843 PHONE:(540)-961-0961 CONTACT: REV. DAVID WITT FAX:(540)-961-0962 CONTACT: STEVEN SEMONES 3. USE: CHURCH 4. ZONING: RP 5. TAX PARCEL NO.: 63-A, PARCELS 19 AND 19A 6. SITE AREA: 9.03 ACRES / 393,346.8 SQ. FT. DISTURBED AREA: 6.02 ACRES / 262,231.2 S.F. 7. WATER: CITY 8. SEWER: CITY 9. BUILDING AREA/NO. OF STORKS: GROUNDFLOOR - 14,040 S.F TOTAL FLOOR - 28,080 S.F 1 STORY W/ BASEMENT - HEIGHT 40' 10. PARKING REQUIRED: 1 SPACE/3 :SEATS: 330 SEATS = 110 SPACES (5 HANDICAPPED) 11. PARKING PROVIDED: 128 SPACES 15 HANDICAPPED) 12. LANDSCAPE REQUIREMENTS INTERIOR LANDSCAPE REQUIRED: 5% OF TOTAL_ PARKING AREA / 1 SHADE TREE PER 10 SPACES 76,1 E, , S.F. x 5% = 3,809 S.F. / 14 SHADE TREES PERIMETER LANDSCAPE REQUIRED 1 SHADE TREE PER 40' OF PARKING PERIMETER / HEDGES 1430 L.F. OF PARKING = 37 TREES TOTAL TREES REQUIREb 51 TREES INTERIOR LANDSCAPE PROVIDED: 13.177 S.F. / 11 SHADE TREES - 3 EXISTING SHADE TREES PERIMETER LANDSCAPE PROVIDED - 37 TREES / 2 SECTIONS OF HEDGES TOTAL TREES PROVIDED = 51 TREES 13. CONTRACTOR SHALL VERIFY LOCATI^N AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "MISS UTILITY" OF CENTRAL VA TOLL FREE 1-800-552-7001. 14. CROSS CONNECTION AND BACKFL`JW VALVE SHALL BE INSTALLED TO BOCA CODE. AN APPROVED REDUCED PRESSURE DEVICE SHALL BE INSTALLED ON THE MAIN WATER SERVICE TO THE BUILDING. AN APPROVED BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON THE IRRIGATION SYSTEM IF APPLICABLE. 15• FLOODPLAIN: COMMUNITY PANEL No. 5100630115B DATED 7/17/78 PORTION APPEARS TO BE WITHIN ZONE 'A2' AND ZONE B 16. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 17. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB. 18. ALL CURVE RADII ARE 5 FEET UNLESS OTHERWISE SPECIFIED. 19. ALL PARKING SPACES TO BE MARKED WITH FOUR INCH (4") WIDE STRIPES (WHITE PAINT). DIRECTIONAL ARROWS `!HALL BE ALSO PAINTED WHITE. 20. LANDSCAPE PLANTINGS AT ENTRANCE/EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT ENTRANCE/EXIT LOCATIONS. 21. BEFORE A SIGN CAN BE CONSTRUCTED, RECONSTRUCTED OR ALTERED A SIGN PERMIT SHALL BE OBTAINED FROM FREDERICK COUNTY BUILDING OFFICIAL. SIGNAGE IS CONTINGENT UPON APPROVAL THROUGH SIGN PERMIT REVIEW PROCESS. 22. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING AND CONSTRUCTION IS 6.18 ACRES. 23. THE VICINITY MAP SHOWN WAS PREPARED BY DATA COMPILED FROM TAX MAP RECORDS PROVIDED BY FREDERICK COUN II)'. 24. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN CONFORMANCE WITH WITH THE JANUARY 1994, VDOT ROAD AND BRIDGE SPECIFICATIONS AND 2001 ROAD AND BRIDGE STANDARDS. 25. ALL LIGHTING WILL BE SHIELDED OR DIRECTED AWAY FROM ADJOINING PROPERTIES AND ROADS. 26. NO DUMPSTERS WILL BE PROVIDED ONSITE. 27. ALL PROPOSED UTILITIES INCLUDING POWER WILL BE LOCATED UNDERGROUND. 28. CONTRACTOR SHALL INSTALL WATER MIAN TO PROVIDE MINIMUM 36" OF COVER & 18" SEPARATION FROM ALL CULVERTS .AND SEWER LINES. 29. WATER MAIN AND SEWER LATERAL TO BE INSTALLED PRIOR TO PLACEMENT OF PAVEMENT STRUCTURE, INCLUDING BASE AGGREGATE. 10 11 12 1 13 1 14 VDOT GENERAL NOTES 21 RESPONSIBLE LAND DISTURBER: NAM E: ----------------- CERTIFICATION #: EXP. DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL BE GOVERN. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION AND VOSH RULES AND REGULATIONS. 3. WHEN WORKING ON VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 104.04-C 4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. 5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION WILL BE THE RESPONSIBILITY OF THE DEVELOPER. 6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT-OF-WAY. 7. IF REQUIRED BY THE LOCAL VDOT R'E-SIDENCY OFFICE, A PRE -CONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. 8. THE CONTRACTOR SHALL NOTIFY THE 'LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 9. TRIP GENERATION TRAFFIC VOLUMES WEEKDAY - 150 WEEKDAY PEAK AM HOUR - 20 WEEKDAY PEAK PM HOUR - 25 SUNDAY - 550 SUNDAY PEAK HOUR - 150 QUANTITIES %A1 ATr'r1 8" D.I. CLASS 52-WATERLINE 6" D.I. CLASS 52-WATERLINE 8" 45° BEND 8" 22.5° BEND 8"x6" REDUCER 8"x6" TEE FIRE HYDRANT COMPLETE 6" GATE VALVE 5 1 16 1 17 744 L. F. 28 L.F. 4 EA. 2 EA. 1 EA. 1 EA. 2 EA. 2 EA. z REFLECTING TOMORROW K PLANNERS ARCHITECTS ENGINEERS • SURVEYORS 1208 Corporate Circle Roanoke, Virginia 24018 Phone: 540/772-9580 FAX: 540/772-8050 501 6ranchrray Road Richmond, Virginia 23236 Phone: 804/794-0571 FAX: 804/794-2635 680 Technokxgy Park Drive I Suite 200 Glen Allen, Virginia 23059 Phone: 804/553-0132 FAX: 804/553-0133 I 102 Hubbard Street Blacksburg, Virginia 24060 Phone: 540/961-0961 FAX: 540/961-0962 I 0 a I Q 0 z z �- Q W LU J F m 0 w U W CU z Y � U r to OC z W E 0 a W n 0 9 B DRAWN BY: SMS DESIGNED BY: SMS CHECKED BY: DJB DATE: 10-16-02 REVISIONS: 1-30-03 3-27-03 SCALE: SHEET N0. C 1 JOB N0. Roy 00078.01 0 IL1IIIIIIIIII 1@JIIIII ■1211111111 ■1�7� ■[•7= ■ollillill ■o111111111 a 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15 16 T 17 1 18 1 19 1 20 1 21 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 1 N AyI x o�' D.J.BALZER,JR. 012991 ks',IOt4 A L EN�� REFLECTING TOMORROW K PLANNERS • ARCHITECTS ENGINEERS • SURVEYORS 1208 Corporate Circle Roanoke, Virginia 24018 Phone: 540/772-9580 FAX: 540/772-8050 J 501 Branchway Road Richmond, Virginia 23236 Phone: 804/794-0571 FAX: 804/794-2635 880 Technology Park Drive Suite 200 Glen Alien, Virginia 23059 Phone: 804/553-0132 FAX: 804/553-0133 I 102 Hubbard Street Blacksburg, Virginia 24060 Phone: 540/961-0961 FAX: 540/961-0962 H I U = Q Q U z z z Q —1 U j cc 0— w z c� o o z m F- W z 0 U) J z w 0 QU CC n- = IIr W Cl) w z o W E 0 CL 0 w CL 0 D DRAWN BY: SMS DESIGNED BY: SMS CHECKED BY: DJB DATE: 10-16-02 C REVISIONS: 1-30-03 3-27-03 B SCALE: 1 "=50' SHEET NO. A C2 JOB NO, �R01 00078.01 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 21 LEG • •� r,^vr_MICIV I I V M/Ai%_, 1 CAIJ 1 . �_ INV-750.84 INV a T - � • - .-�-'�- ,� ,a. U�'EQS � E CHURCH LANE TIE TO EX. 8" WL _�``' =" BOTTOM - 7,% / e 1-, Q�'`� SEE (DETAIL PAGE) � -` ` ..... TOP CATCH BASIN-75350 �, / _.":.' " " ' _.:.: `'°Y Na 7Q6 WATER VALVE CTYP) --- L (MITI AO ADDRESS SIGNAGE _SPEED ,L12 / Q EXISTING ° - • •_ N B O BUMPER BLOCK - _ EX. SAN. LATERAL TO BE o -- - MAIN FLOOR ENTRY/EXIT REMOVED AND REPLACED .. G-2 T 1• YP "' " "45' ---(2�45_BEND $" DI WATERLINE. _ _--- �. - -------..-.... cavc CURB 's 1 ` N OC CONCRETE SIDEWALK W NEW 4" PVC LATERAL // R14'� BEND :o: • MAT H L I N E / G PROPOSED �, BASEMENT ENTRY EXIT w / COMP. F.H. -� - - _ PROPOSED D.I. EX. sis• D�1. �- � `' � '- _ "' 8 WATERLINE METER & SERVICE INV IN - 745.59 ` �2R'�'73I:0.7-- - TH 0 ,$�'� F P,r .p OD V.D.O.T. STOP SIGN _- / - "22.5' BIEND� o / T "x6 TEE " TO BE REMOVED 1BOq VALVE <TIXY)P) - 745.49 SANITARY SEWER b o BY DEVELOPER / Rrl - 6" G.V. - - r•oo• /• PROP. D.I. Urx- FIRE D T ff + D.J.BALZER,JR. .� 012991 p- M �F OG FENCE/SCREENING NO PARKING -FIRE LANE SIGN etiO3 / 6 WL F� \ / & ♦ / oo 'P �' ✓ati �` M 10 ,(� SI NV UNAL E +- HO PAINTED CURB YELLOW PAINT HANDICAP PARKING & SIGN / 1 STORY BRICK, STONE O• / / & FRAME CHURCH W/BSMT.'* PROP. 20' WATER EASEMENT FIRST FLOOR - 768.30 o + / CI EAN UT BSMT - 758.71 o THY i P. CEMETERY R� /� S � L M O METER WATER 1 METER " COUNTY FORCES UTILITY CONTR. EXISTING o °o• / S . ' s 10.0' SIDE YARD • • • `� C l� �S. or - 4 SAN MH TOP 753.89 - INV OUT 746.09 L BEYOND W.M. BY PLUMB. ' o, _ �.? 3 / c Ass wTEs INc. © S Q CONNECTION BY PLUMBER SEWER LATERAL 4" X UTILITY CONTR. EXISTING �1s APPROX. _ s° INV.=754.43 P `"' o f 10.0" SIDE YARD _ � o• ° :.- .. _ 180 LF RETAINING WALL •'- ' - ' •' # . ••t is ' ¢:0 ' K O WATER LATERAL 1 " COUNTY FORCES � UTILITY CONTR. EXISTING : + . ' : . _ 146.00 OPEN LAWN AREA `' :•=•' :-:. y ��:oa`.. /'32 J.-• ' PROPOSED D.I. PROPOSED :-�•: :: 87 8" WATERLINE K REFLECTING TOMORROW ARCHRM 0 0' DIVISION OF GRIM LAND �g \ 1 STORY CHURCH e a10 SURVEYOM * NOTE: CG-12 CURB RAMP LOCATION BE FINALIZED BY VDOT INSPECTOR. SHOULD TM 63-A PARCEL 18B t \ _,� MAIN FLOOR-768.30 / . _ ZONE( RA jD _ . \ ':. BSMT-756.71 ' 1208 Corporate txrols - .��� FSRY FUTURE EXPANSIO �2 " ' `'�� Q CG-6 Typ Z �v - �sss Roanoke. Vkginio 24018 Phone: 540/772-9590 FAX s�°/7 -a°°° * NOTE: A FLOW PRESSURE TEST MUST BE PREFORMED ON THE - - - - . • .. _ =` c� . �' S o g15 �Q�.' `'s °' ""' i ON THE EXISTING WATERLINE LOCATED IN OPEQUON CHURCH LANE. :. :.:.:.:. • _ fii ; B - H 501 Branohwar Road THIS TEST WILL OCCUR WHEN WEATHER PERMITS AND ANY CHANGES - - - - - rn . R10.00 y'1 / -".c' 2 B •- -• THAT RESULT MUST BE APPROVED BY CITY OF WINCHESTER o �+�. Nrgb* =36 Phone: 804/7D4-0571 DEPARTMENT OF PUBLIC UTILITIES. * NOTE: OVERHEAD POWERLINES FROM _ ... ....... • . ° " ' " ' ' 'Jo a0: ' B C p TM TOP - 9.49 [''�'�'� .... 3 '5 ar $ :�: _ �, dNV - 75 .00 3 i PICNIC SHELTER SOUTH _ . • .. • • . •: ' _ . I �,0� �3 tLQ �' FAX: eo+ 2838 /7Y4- eeo T.ohnoka� Park °`"` suite Zen SHALL BE REMOVED AND REPLACED UNDERGROUND.00 -.'." . ' '.'.'.'.' ' . �� �` ,• o . K ° .. G O� ..'.'.'�O,' • •"`C..'..'_".. ".'."... - ". .'. ��0.. � �. '.. SOON ' !! 1 Men ANer►. vlr�nw 230� Phone: 804/S;f3-0132 FAX 804/563-dt33 .... O� .... �i , ...:. _ .. o SNYDER LANE ' • • _ _ G �� „ .�,/-$• ?�<0POINT IN STONE WALL Y�! 113.24' '" VARIABLE WIDTH �V ....... . .-.'.'..' 8 �5• �E c� 31 �--•� �.�....: ,..�. SAN MH TOP - 746.51 'I 02 Hubbard Street Blacksburg, Virginia 24060 4.5INV 0�.. opt 8"x6'' .RED. O- '� 3iP C-G - R. ... ^ O k~ T R450 _ y.� R2006.".'.. CG- T ! �Q OF GRIM ►► �' - ' ` � ` LOT 5R ..._ IN 740.60 •�1 �' j�"� p .,,...,_ - "" '��....r .� ...` INV �.IT - 7 0.50 LAND s----___ ./ P i Q OLD ROADBED p P p 'e~- Phone: 540/961-096y FAX: 540/967 -0962 6 PROPOSED LIGHT C )POLES .' ... • ...... PROP. ,3rd �,0� ZONE( RA " , :.'.:� :" :_ . .:::::::.:.:. :: ma's \, _ ° - •�...`...,�-- �..... , g�a� S 88.10'42• ' p e -`.. _. G �-- - ..-... -- - -----:._..r _ H - TYP. o. �� (�,ti G°� .�. 6 : :.':' .':.:..:'i�/.. ROPOSE r3�j .L�� c�� .3 ,� @ / S O4•03'S9" W ` d� CITY OF WINCHESTER ♦ �• ' -�' 30AE `�---... � �+ c�0� H ....... ...'.'.'." COMP F �P .. . . ... ,s ...... ...... ..... _ i ......o W/ 6 /C�•`�c �,Q �Q �� /hh h �j / QS '�E. 5 51 ` • -. • .... . �% ... O�� •��� / '_'.'..' 6 . ' ? �R . / CONC BRIDGE � � - - ZV O� ti T J.�- • .......... . _ .. iP` �, sb� (0 Q O �' BACK CREEK DISTRICT a FREDERICK COUNTY �✓ R10.00 • • .. - . - - ��0 ��/ e D p°D•... 6 .. ,"01< o .'.. 4400' 1� Q` V V�® �y'3�E tTYP> `'-......... .. :... - O� 3' Q I �� .. �,� b 10.0 SIDE YARD d p i"" e - a/PARCEL 19A �.� p G U Z 2 CG-2 ... �/' ` "- - - p....... � : O�� / 11 '�► 3.87 ACRES ti2 �� �V , a `` p + S19 � Z I-•- < (� C� Cr - Typ ...'Cjcp:: _ . / `��,"- - - Q.. >v. ♦ �, 10 �Q `� 19 S� c,�� ��,J EXISTING OPEQUON ___I }} F oS. 25.0' REAR YARD . �°`=::___... ...�..... -- \ 't� �O` 2 /� 5:2 'A S ��;- O RELOCATED PICNIC SHELTER /� ,o �ZIL 3�Q` ti �O� .= ..... ....�:��• yti \ �,O � �ZQ �,'� PROPOSED UNDERGROUND : 9 .... • .........'...yp' .�� �Oti SO ,�..... � ELECTRIC SERVICE TO �,� ' ••••••••••• ............... PICNIC SHELTER ,' / •• p �,�`' HOUSE / ,/ v1�� / .` �'lv '"•• + / W �- - DjD w C� w z z6- ~ U CROSS CREEK VILLAGE .................. -3F� � �O• J �� APPROXIMATE j.> / LIMITS •• ••.. 0- �' = W TM 63 A PARCEL 40 ZONE-. RP O O .. a �, O • .........•„ 100 YEAR .................... ZONE QF }' °o. �� IVISION OF GRIM LAND �, ..,,,,,,,• � •� 0 TM 63-A PARCEL 18C "".. a�' ti •""""""...... FLOODPLAIN ,�2 A2 y3 // APPROXIMATE LIMITS � z O Q w E v�00� $ 500-YEAR FLOOD PIL ZONE+ RA y2� r.. ,�,..., -, ......................... Iy,......•••••...,,••.• S 5 ..•„_ ............. ZONE B ,,,.... .............•, + �a,/ ._._. ........, .....••• . ...,,•�• / CREEKSIDE VILLAGE, L.C. E 0 i'01 LL -___ 1 •.•' � �� -- -._. ••• D.B. 967, PG. 1803 TM 63-A, PARCELS 20, 21 & 23 a- /'` ZONE+ B2 /PROPOSED UNDERGROUND e OF aQ �p� +� CLEMI-OUT f � ELECTRIC SERVICE TO EX. & PROP. CHURCH PROPOSED MULTI J PURPOSE FIELD Q� /, o�� INV IN 742. 8'13 ��` /e I �• ��,� I� INV OUT - 742.08 0 DRAWN BY: SMS 01 1 2 DESIGNED BY: SMS N 47.31'33" W N 85'S8'28' -�I,- I CHECKED BY: DJB _. '� 10.0' SIDE YARD DATE: 10-16-02 REVISIONS: 090 \ io o --- - �` / e M o d• ASPHALT SURFACE RELOCATED HISTORICAL SIGNS / o g 70 REMAIN 2 _.J e a� eS 1-30-03 3-27-03 6 =__� N 85058*28 *FORM GUTTERPAN AROUND o + ••• -•, w_ 2838J'NNV P 744.97 62 NEW TOP=758.78 M.H.� $ 0 ti � ---,•7�8 EX. SAN MH TOP - 760.22 / h� PAVEMENT TO MATCH EXIST. `-"�- ---_ I� �PEQUCN PE T , INV-75o.8a B T� - 750.s! e �SEE DETAIL PAGE) � CHURCH LANE "- ..... TOP CATCH BASIN-753.50 / ...'.'...'.'. ...'.'...'.'.'. ........... ..... ... cr STDRMM , TIE TO EX. 8 WL _� LBUT In rMPF! / . ' � -�-•- WATER VALVE (TYP) 'CUI---- EXISTING SCALE: 1 "=40' 212 . . . ,,.. -- �2�45' BEND .... ..... .. ..... ... � ' 8 DI WATERLINE ° EX SAN LATERAL TO BE � .'•' o • • _ --�• _____ _� � _ REMOVED AND REPLACED / G-2 Typ • • • oo''.:°-•- ':':' ' ' ---- �' " =-- ._ W 4 PVC LATERAL �= =off ' '.'. "45' BEND f - __o�_-_-" �' G UAYCHLINE -_-:.. __;_ CONC run 40 SHEET N0. A / COMP PROPOSED: = PROPOSED D.I. � 8 WATERLINE METER &SERVICE 22.5 BEN EX. R 5�:R " [ o TO BE REMOVED �.. 0 40 80 120 INV IN - 745.59 _ 3R�-731:07--- -- M INV OUT - 745.49 A C3 "x6" TEE ITARY SEWER ®GA VALVE (TYP) T » > Scale 1 = 40 JOB N0. R0100078 1 2 3 4 5 6 7 8 9 10 11 12 1 13 1 14 1 15 16 17 18 19 20 1 21 2 1 3 1 4 1 5 1 6 1 7 1 B 1 9 1 10 111 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 20 �p ` �..� v 9 14 MFRceL!� i' - 752 283. INV IN - 744.97 i j .--------------- STRUCTURE SCHEDULE EX. SAN MH TOP-'l60.22 MATS H �I N INV OUT - 5.32 24 % ,®PEQUDN CHU-CH LANE` ` ` -�'�,- .A-(TY-P) TOP CATCH BASIN-753.50 N E BOTTOM ; 0.57 .� , / I _ 1. 15" NYLOPLAST INLINE DRAIN -'r - STATE � / --�- •� ` WATER VAL o� r_ co � SPEED LIMIT WM TOP = 754.68 ' Z` / - S - - ' 2. 38.51 LF OF 12" HDPE ® 2.30% / ��' - �` - - _ Qum caNc ct�tB INV. IN = 752.16 INV. OUT = 751.28 �,�'' / / 9• '' �� `�` `�` ` 6' OPS' BASIN--7MX "-'- - - _ _ ` ,•' /' ^_� , h'Q ' 6 `------ `•� ME R INV IN - 745.59c-=iNV--nM7- - 3. DTOPC= L755.10 J ,�' 6's ; �`` TO REMOVED ®G VALVE - 74s.49 A A /� TC I NE I"1 �,. / I'll758.6t ` \ i �`� �` / X I 4. 289.15 LF OF 24" CL III RCP ® 0.5% 6, / INV. IN = 751.18 INV. OUT = 749.73 1.03�` ► + J / J --_ ' 5. MANHOLE / "Oro, + + r ' , TOP = 760.75 1 STORY BRICK, STONE + ! _ ,_ - -- 1- ,� \ FRAME 6. 162.31 LF OF 24" CL III RCP ®0.6% 7 758.711 & FIRST FLOORC- 768.30 T, I i� i �`� i �� S ,1'',,' INV. IN = 749.63 INV. OUT = 748.60 755.34 co 758.71 BSMT - 758.71 t_ 4. CEMETERY / + �.' le . / �. 7. MANHOLE>s ' ', TOP = 755.50 /� .' ,' / i ♦• SAN MH TOP - 753.89 8. 300.00 LF OF 24" CL III RCP 00.57A'' ; ' ; INV OUT - 746A9 , INV. IN = 748.50 INV. OUT = 747.00 ' 56.7 J /// /�� / /� // oho D.J.BALZER,JR. 9 012991 TOP = 763.48 / S� / 7 .6 J j / / ,' ,' ,�' 10, REFLECTING TOMORROW K / 10. 196.60 LF OF 15" CL III RCP 0 2.9% '''' INV. IN = 759.48 INV. OUT = 753.83 / / J 56.7 768.30 CD F I -� l i r60 � . 040mcm • SURVEYORS / / 6 tS` j 756.7 ^ 66.50 / ,,' ,� / , i 1208 Corporate Ckole DIVISION OF GRIM LA66 1-STORY CHURCW ' / o / i �,� rtoa"°'", Vlr�nra 2401ts a / / f � i1 .' �' Phornc a4o/772-sseo ' - �, ^� � ,- ,-' ,, TM 63-A PARCEL In ' - w/BSMT. - - FAX: s40/M-a= MAIN FLOOR-768.30. J Z❑NEI RA / -' ' / 7ss.3o BSMT-756.71763 ! / Z4� �,, loeJ sot Bron / i ,�clrroy Road __ _ vinpWa 23236 1pe / i , - 68.20 768 JE1 ' J / • ` _ - 4W - 755.55 P W4/794-0571 767.80 J / J ' J - - -' FAX W4/n+-2835 767.8 / ��d J J j4. , ' '� j 68.30 768.20 , �'' Sulte 200 / ______________-, I'!QO TxfNolo�r Pork Drhe lo,/ e;Glen , .1 766.88 ! TM TQf/ 59 9 �I Phone: 804• 132 1 i i IMv = 7 I,o FAX W4/�-01s3 �O �Q .----- - __ ER LANE ' 766. 6' �--► �r0� / I '�� �,` POINT IN I WALL - ;--- _ S N Y D ,� 113.24' �` VARIABLE WIDTH ' 102 Hubbard Street 1 do M-@AfO"N�i TOP - 746'52"' L I Blacksburg, Virginia 24060 ,� - I \ / '--\ i' �- j -' �•-_ INV IN - 740.00 1 Phone: 540/961-0961 66, i /-- ,- �_ -`IIF�F-E1N�-r..�ZAA66.50 I FAX: 540/`961-0962 \ F GRIM LAND s�, P "` LOT 5R e- i _ D R13ADBEDU_ P - - - -- p p --�-------- • -T- \ <00,3P Z❑NEI I RA '�_`� �/-- �.- -_ =--_-__- -- s�s•ia42•--- •� , I , '� � `` �-H j 6 .35 \ ` \ �,(Q any �Q J 1 �� a � / � 10, .e 3 i / '`,�+^`'/ J , _ O� _ - - .� .. -5.�04 03 59 W d CITY OF WINCHESTER J& I ---------------- -- ---- O Q \� (0- --a BRIDGE ` \ P9d `. ` `" -_ �J� I 0/1 J 768 1 ___ - 3 .P r4i�i %�' •� _ y ( 1 (05 �Q / / \ 43ACK CREEK DISTRICT >> \ v �7 1 i /\ ., %FREDERICK COUNTY ` �\ ` I i <000, O / - \ d P 1 G i f 69 �, \ O� ,3i Q O\L </Yfr)�\p IG� o 7 e / \ ` \ : / \ \ O� Q® �/� / ` I 3 87 ACRES ti 0 /I ti 770.1 F , s� i ' •r J - 1 E CROSS CREEK VILLAGE -,-- ' M 63-A - PARCEL 40 ; r� ZONE, RP D 11z] IAI i > to Cr O /3 es' ' \S 19 P1 (� ..•.•,.... \� 2 - 00, ..•••••• • .... \J ' g 6-�. / 1 1-1 loll, CA ��\, ISI❑N OF GRIM LAND % g"' / / Z w / E o TM 63-A PARCEL 18C ti9 / `� ❑NEI RA / / .............................. S / +� ".•LL """"•••••••••••••........, CREEKSIDE VILLAGE, L.C. + ho,�••.... D.B. 967, PG. 1803 LLJ �.. 745.82 / , o , / TM 63-A, PARCELS 20, 21 & 23 �- / -- %` ► t �`' �`' �, .,�i ZONE, B2 R� -e O ,, / SAN MHLTOP - 750.13 / I INV IN - 742.18 D MATCHI INE -� 10, UZ , 1 INV OUT - 742.08 1 i •�__, , \ zp ,,��, // I DRAWN BY: SMS IV �� ,'' `, 747.00 /�,,-+•' ,// DESIGNED BY: SMS N 47.31'33' W28v \ `` J i/ CHECKED BY: DJB 0 \�` `.�� _ �,''�' POND OUTFALL-PER VESC (SPEC 3.18) W DATE: 10 16-02 /1i / `� ----� /.�' : '' c REVISIONS: bl La =12.0 D50 = 6 1-30-03 % ; 1 1�8, 1 3-27-03 N 85 �28• W S�►N MI�'1 dP =+�sz� _ _ - P ,' - D o =1.0' W =13.0' y' + I �\ "".�- _,83.84 INV IN - 744.97 _ \ ! /�--------------- o o I + I co Sao \ •�F' UI]N```- ____ _ Irr.�-8...7�,s ---- �Nv-7sae4 3Do=3.0' B STATE CHUJCH LANE 'T a �- TOP CATCH BASIN-753.50 •� i / �--- -- I� /706 `.UWT� WATER VALVE <TYP) t-C� -' - ,-," --- - T SCALE: 1 =40' / _ _ co SHEET NO. ails rin Top 6 `------ ```� METR REMOVED ®INV IN - 745.49 4��=- iRP=75f07 MATCH �� 40 0 40 80 120 A ,'- �•��s , '� _•� GA VALVE < C H C4 7 ,i .` ; �`� `� 1 FF R a TI L I N E - Scale 1 4n JOB NO. 15 19 1 20 1 21 1 R0100078.01 1 2 3 1 4 ® 7' MERE STD. CG-3 DR . CG-7 [S USED. STD, CG-2 ®6' 121X MAIL 1 MAX. 62 CG-6 g 20. 1 �l 3' SECTION A -A A ik5 DOWELS, 9' LONG N �3'-0' S'-0' !I . UPI C PERMISSIBLE ITITOI .JOINT N1N LWSTR�IICTl 1 JOINT . NAXIMIBI BZ B SECTION B-B e' 1 ® UNITS OF EXPOSED AGGREGATE SIDEWALK ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINLOl1S UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT A TANGENT PLAN PATHCONNECTINGAN BE APPROACHED, � AND VI USED BY PERSONS WITH MOBILITY IMPAIRMENTS 0 o NOTES THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK LANDING (42' WIDE) aGCtvmx REQUIRED AT TOP 13F CURB RAID. MINIMUM CURB RAND LENGTH 8' FOR NEW CONSTRUCTION, 6' FOR ALTERATIONS. CURB MP RAW AFLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAID FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12A, SLOPING SIDES OF CURB PAP MAY BE POURED MONOLITHICALLY WITH RAND FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWIRED BARS. TYPICAL PLACEMENT TYPICAL PLACEMENT 7 RAMP FLOOR IS PRECAST, HOTRS S MUST BE PROVIDED FOR DOWEL BASO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR PRECAST CONCRETE SHALL AT INTERSECTION WITHIN CROSSWALK BE CLASS A-4. WITHIN CROSSWALK REWIRED BARS ARE TO BE NO 3 X 8' PLACED V CENTER TO CENTER ALONG MTN SIDES OF THE RAP (WITH BUFFER STRIP)'LOOR, MID -DEPTH Or RAP FLOOR. M@QMRM CONCRETE COVER Jr. L CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE C13NTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TD TO CURB RAPS ARE INCLUDED IN PAYMENT FII2 CURB/CURB AND GUTTER WHO USED DN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO CONFIGURATION. THE MOUNTABLE CURB AND RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROM WITHIN THE RIGHT OF WAY ff A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR MOMDaSTE?NT. THEY MUST DE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DRIP INLETS, ETC. VILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP REFERIM (ACCESS FOR MOBILITY IMPAIRMENTS) ;gE E03.03 VIRGINIIA DEPARTMENT OF TRANSPORTATION K J H t F E C B 50 0 50 100 150 Scale 1 " = 50' 5 1 6 i161ESTREET APPROACH SANE > A —I SURFA As MAINLINE (RADIUS TO BE AS ? ROADWAY SHOWN ON PLANS) y C C (RADIUS TO BE AS SHOWN ON PLANS ST'D CG-12 d�RAD C17B lON CURS AND GUT C STD. CG-6) ! A 4' SOIEW 6 H OPTIONAL FLOW LINE— I:XPANSIDN JO A ti NOTE. WIDTH 'B' 2-0' OR AS MAINLINE SHOWN ON TYPICAL SECTION. PLAN VIEW 10' PARABOLIC CURVE SECTION A - A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE 14AXIKM HIGH (MORE THAN 1500 VPD) 0 % 3 X MEDIUM (500-1500 VPD) 53 X 6 % LOV (LESS THAN 500 VPD) S 6 % 8 % 8 9 CG-11 W� 1.,,. CLASS A3 CONCRETE SIGN JOINT SECTION C-C ME CONSTRUCT GRADE CHANGES WITH AA PARABO_ICCCCURVE. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE SC ANWIR�V7RAIC HREPggH B RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED I N�CRNEASTE�DD� TCOG 7*.. 1S SED PpR EH� �qN� BOIL V%NJLBNCTIOH VITHUVDOT PRO.iET8 PIEASE T NOTE THE FOLLOWING• ®RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN Ot ARD 33 lG-7,THCRRI1�AEHNTV STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED VITH THUS STANDARD, PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LIME IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE, 13PTIONAL FLOOWLIE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER ENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS �02 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION A,. / // h DIVISION OF GRIM LAN;ef TM 63-A PARCEL In ZONEA,/ ro 6 64 13 14 1 15 1 16 1 17 I 18 I 19 1 20 1 21 d \ _ _ ______ SNYDER LANE O POINT IN 5T1�E WALL S-W*22'21� Fz - 113.24` PAST VARIABLE WIDTH _ ABLE W H r--gpd-�(i TOP 746:5f --- INV IN - 74 I \ DIVISION OF GRIM LAND : '�a �� P —'= -' �---P -- --_ -m\*j�- °'.so LOT 5R s��` -Q;" OLD ROADBED P _ • r ' . �.__ r__..____ �..� -5.104 03 59 W �. -- a CITY OF WINCHESTER I�C� --- ------------------------- \ �'-�- --- f ( ��J f CONC BRIDGE \4WCK CREEK DISTRICT IpS \FREDERICK COINiTY \ \\ L \ \ \ \ \ Pf 1) -``\\\\ a 1 p PARCEL 19A��.a 3.87 ACRES DIVISION OF GRIM LAND TM 63-A PARCEL 18C �ONEI RA gg 4 ,00 / - 100, CD N no ;opt NTURC i fib ,� .' -768.30 ,Gr , 56.71 j/ / /� /� / �._\ `, �/ / / / `9 /--------------- / I TM �_1 9/49 O9 3 � 6 f; i ,��♦ ' � ' ,� OHO\ i <000,O� % o (0�L O V. \ $ POST ; ; / , V � \; ; - ----- 11 ,` 11 o� e I ti 5.2 A � ,,- , � ' •gc�22 � �O� �3'�Q G'�10 i 772 <0' CROSS CREEK VILLAGE - ' F� / �0 111\' TM 63-A - PARCEL 40 r J r� �� / O1 O� Z❑NEI RP�'� , POST / / SAN MH TOP - 753.89 INV OUT - 74&09 / r , INV-750.84 TOP CATCH BASIN-753.50 ;za — iCREEKSIDE VILLAGE, L.C. + 0� D.B. 967, PG. 1803 IP TM 63-A, PARCELS 20, 21 & 23 Z❑NEI B2 CLEAN -OUT SAN MH TOP - 750.13 INV IN - 742.18 {✓, //i �I INV OUT - 742.08 % v I 1 W �O f D.J.BALZER,JR. a 012991 ZION A L REFLECTING TOMORROW K PLANNERS ARCHITECTS ENGINEERS • SURVEYORS 1208 Corporate Circle Roanoke. Virginia 24018 Phone: 540/772-9580 FAX: 540/772-8050 J 501 Branchway Road Richmond, Virginia 23236 Phone: 804/794-0571 FAX: $04/794-2635 880 Technology Park Drive Suite 200 Glen Allen. Virginia 23W9 Phone: 804/553-0132 FAX: 804/553-0133 I 102 Hubbard Street Blacksburg, Virginia 24060 Phone: 540/961-0961 FAX: 540/961-0962 H fr W G U Li- z z � �- C) W ( W 07 F m I W 0 C/) W 0- Z U Y W 0- Q (n W z z W E 0 D Q U_ Q W O DRAWN BY: SMS DESIGNED BY: SMS CHECKED BY: DJB DATE. 10-16-02 C REVISIONS: 1-30-03 3-27-03 6 SCALE: AS SHOWN SHEET NO. A C5 JOB NO. R0100078.01 M 1 2 F 3 1 4 1 5 1 EROSION CONTROL GENERAL NOTES 6 1 7 1 8 1 9 10 11 CONSTRUCTION NARRATIVE - PHASE I 1. PRIOR TO BEGINNING CONSTRUCTION, AN ON SITE PRE -CONSTRUCTION MEETING SHALL BE 1. CLEAR ENTRANCE AND INSTALL GRAVEL CONSTRUCTION ENTRANCE AS SHOWN. ALL HELD. COUNTY OFFICIALS, THE ENGINEER AND CONTRACTOR MUST ATTEND. APPROPRIATE CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA SITE CONSTRUCTION ENTRANCES N OFFICIALS MUST RECEIVE 48 HOURS NOTICE PRIOR TO SCHEDULING. ONLY. DURING WET WEATHER CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES SHALL BE 2. THE CONTRACTOR IS TO NOTIFY THE COUNTY ENVIRONMENTAL ENGINEER OFFICE 48 HOURS REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING HIGHWAY. PRIOR TO COMMENCING WITH LAND DISTURBANCE ACTIVITIES. 2. CLEAR A STRIP AROUND THE SITE PERIMETER FOR INSTALLATION OF SILT FENCE. 3. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 3. INSTALL SILT FENCE AS SHOWN ON PLANS. CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE 4. INSTALL TEMP. SEDIMENT TRAP #1 AND DIVERSION DIKES AS SHOWN ON PLANS. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION VR 625-02-00. 6. INSTALL TEMP. SEDIMENT TRAP #2 AND DIVERSION DIKES AS SHOWN ON PLANS. 4. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL 7, COMMENCE CLEARING OF SITE, STRIP AND STOCKPILE TOPSOIL AT LOCATION SHOWN ON PLAN. M TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 8. INSTALL ROCK CHECK DAM AT CREEK AS SHOWN ON PLANS. STABILIZATION IS ACHIEVED. 9 COMMENCE GRADING FOR DITCH ALONG NORTHWEST PROPERTY LINE TO CREEK. 5. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL 10. COMMENCE DEMOLITION OF EXISTING STRUCTURES, GRAVEL, PAVEMENT, ETC. AS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT SHOWN ON DEMOLITION PLAN SHEET C2. FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT 11. COMMENCE CUT AND FILL OPERATIONS. STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. L 6. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE ENVIRONMENTAL ENGINEERING DEPARTMENT. LEGEND K DIVISI❑N OF GRIM LAND TM 63-A PARCEL 18C 3.01 SAFETY FENCE SAF TEMPORARY STONE 3.02 CONSTRUCTION C E ENTRANCE J 3.05 SILT FENCE S 3 07 STORM DRAIN INLET PROTECTION i P I 3.08 CULVERT INLET PROTECTION C P 3.09 TEMPORARY DIVERSION DIKE D D TEMPORARY H 3.1 1 RIGHT OF WAY R W D DIVERSION 3.12 DIVERSION DV 3.13 TEMPORARY c T G SEDIMENT TRAP J 3.14 TEMPORARY SEDIMENT BASIN S B 3 18 OUTLET PROTECTION 50 0 50 100 150 Scale 1 " = 50' M / 12 1 13 1 14 15 1 16 1 17 1 18 1 19 1 20 21 SNYDER LANE VARIABLE WIDTH ' - POST ---------- DIVISION OF GRIM LAND _ \ LOT 5R - OLD ROADSEDPL' ZONE11 RA - -- '`"`-•- .. ,. `` IraF _ S. D4.03'S9' W CITY OF WINCHESTER ' if ' ='-_- P S0> / CP9a - R/ \-BACK CREEK DISTR \%FREDERICK ^' \`\ aPARCEL 19Ap\ ' \ 3.87 ACRES a �\ C D `� SF0 ` P S 7❑NEI RA yy2�i' / �"r-�'�•.�` / / / / I I / / \ 1 - \ N N 47.31'33' W 20.71' _ IPS .r IPS � � t In 1 '" `, \� N 185'S8'2$' W y ' I IPS \ --- ...:.-tee _-_ _ - 2$3.$4' - L �;t �pPEQsp CHU�H / ROUTE706 CREEKSIDE VILLAGE, L.C, + h� D.B. 967, PG. 1803 IPS TM 63-A, PARCELS 20, 21 & 23 Z❑NEI B2 / / • • i i I /! Ile t i ! ' IPS wit 3 16' -- - --- --- SF / `4�l:'G� / I ♦ 1 ✓ J ' / 1 STORY BRICK, STONE \ i / L FRAME CHURCH W/BSMT. \+ / \ FIRST FLOOR - 768.30 ,•✓ BSMT - 758.71 �\ + / 1 t , F 101 3.20 ROCK CHECK DAM C D #2 S f t DIVISION OF GRIM LAOIl ' TREE PRESERVATION TM 63-A PARCEL,>n 3.38 & PROTECTION T P ZONE: RA,,-' E b� : '' i / \ i C w0 / ' - D C ! / POST K" CEMETERY IPS ,J / ' 3 IF/` �1 V TOPSOIL ; t / 'C�` 10 �P ` \STOCKPIL '000'\ OR CEL 19 5.21 ACRES41 CROSS CREEK VILLAGE,----- TM 63-A - PARCEL 40 ; ✓� A Z❑NEI RP �Ac POST 0 ti o (O3 RQ 0 0 SOIL MAP 100 0 100 200 300 Scale 1" = 100' 1 o�T H OF yr� D.J.BALZER,JR. a 012991 ©NAL E REFLECTING TOMORROW K PLANNERS • ARCHITECTS ENGINEERS • SURVEYORS 1208 Corporate Circle Roanoke, Virginia 24018 Phone: 540/772-9580 FAX: 540/772-8050 J 1 501 Branchway Road Richmond, Virginia 23236 Phone: 804/794-0571 FAX: 804/794-2635 0 J A 880 Technology Park Drive Suite 200 Glen Alien, Virginia 23059 Phone: 804/553-0132 FAX: 804/553-0133 102 Hubbard Street Blacksburg, Virginia 24050 Phone: 540/961-0961 FAX: 540/961-0962 i U T W W I U r z a. Q I W 0 W � z w O oC U CL z z o O w D O 0 a: W w 0- O Q z U v``OC - J 0 j wO Z U =U of Cl) Q Ir LL DRAWN BY: SMS DESIGNED BY: SMS CHECKED BY: DJB DATE: 10-16-02 C REVISIONS: 1-30-03 3-27-03 B SCALE: AS SHOWN SHEET N0. A C6 JOB N0. R0100078.01 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 EROSION CONTROL GENERAL NOTES CONSTRUCTION NARRATIVE - PHASE II 1. PRIOR TO BEGINNING CONSTRUCTION, AN ON SITE PRE -CONSTRUCTION MEETING SHALL BE 12. INSTALL STORM STRUCTURES #1 - #10 AS SHOWN ON PLANS. ALL STORM HELD. COUNTY OFFICIALS, THE ENGINEER AND CONTRACTOR MUST ATTEND. APPROPRIATE STRUCTURES TO BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. N OFFICIALS MUST RECEIVE 48 HOURS NOTICE PRIOR TO SCHEDULING. 13. INSTALL STORMWATER MANAGEMENT POND AS SHOWN ON PLANS. 2. THE CONTRACTOR IS TO NOTIFY THE COUNTY ENVIRONMENTAL ENGINEER OFFICE 48 HOURS 14. INSTALL INLET PROTECTION AS SHOWN ON PLANS. PRIOR TO COMMENCING WITH LAND DISTURBANCE ACTIVITIES. 15. BEGIN CURB & GUTTER CONSTRUCTION. 3. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 16. ONCE CURB AND GUTTER IS INSTALLED, REMOVE TEMPORARY SEDIMENT TRAPS. CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE 17. BEGIN BUILDING CONSTRUCTION. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION VR 625-02-00. 18. COMPLETE REMAINING EARTHWORK TO SUBGRADE ELEVATIONS. PLACE BASE MATERIAL. 4. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL 19. VERIFY POND ELEVATIONS AND VOLUME AND REMOVE ANY ACCUMULATED SILT FROM POND. M TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 20. INSTALL ASPHALT ROADWAY. PLACE TOPSOIL. SEED ALL EARTH AREAS PROMPTLY. STABILIZATION IS ACHIEVED. 21. UPON COMPLETION OF THE PROJECT AND APPROVAL BY THE PROJECT ENGINEER AND 5. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN LOCAL COUNTY OFFICIALS THE AREA MUST BE RESTORED TO ITS ORIGINAL CONDITION. ALL SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL SILT FENCES ARE TO BE REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT PROJECT ENGINEER OR LOCAL COUNTY OFFICAL. FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. L 6. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN 11 1 12 1 13 1 14 15 16 17 18 19 20 21 / I SNYDER LANE 113.24' VARIABLE WIDTH ' ' POST _ DIVISI❑N OF GRIM LAND CA ZONE, =-- ----------------- LOT 5R Q` �D ROADBED P ' P P Z❑NEI I RA _ --- J S-$8'1�0'421'" N _-.- - _'"'- 5N�04'03'S9' W CITY OF WIf�iSTER 3 i - _ `30.02 - A'` r -_ cmrc BRIDGE y� \SACK CREEK D \FREDERICK Y 30ti , / / \\ \\ L M � (/Yf1) r d i // `\ PARCEL 19A \P�`i / tit 3.87 ACRES CD fro• / SF T H 0F o � c-> D.J.BALZER,JR. a 012991 rS,.ICIN A L E SF 1 �j ` YSl9 1 �OP / - / / � � +J AND ASSOCIATES _ INC. THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 4 7. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY DIVISI❑N OF GRIM LAND THE ENVIRONMENTAL ENGINEERING DEPARTMENT. TM 63-A PARCEL 18C ti 8. ALL OFF -SITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE OF A LAND 4ONEI RA yy?�i �- ` LIMITS 0 ND GRADING DISTURBANCE PERMIT FOR THIS PROJECT. �� �/ / --- ' � / CREEKSIDE VILLAGE L.C. K 9. ALL ONSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE OF A BUILDING ^h� _ D.B. 967, PG. 1803 PERMIT FOR THIS PROJECT. �� / I / / p pQ� IPS / TM 63-A, PARCELS 20, 21 & 23 IRE I©m IUelM ra. Z❑NEI B2 40 IF N 47.31'33' W 11 20.7 IPS IPS IPS' _'__-----_- / 1 ^ / �LiPEQUIpN CHUG ='-___ 'IPS ; / co W,706 LANE ` �;- ,' ______SPEED LIMIT 23" ` _ MPH ` IPS \ f � 3 .16' -- F -Fla 61 1 STORY BRICK, STONE IP & FRAME CHURCH W/BSMT. I y� r' yS ''' '' \ FIRST FLOOR - 768,30 cfl ✓ BSMT - 758.71 CEMETERY / / /%, ,'%',' ,,'• , POST IPS'''''/' I P I P /' '' / 41 NI oll r I , O I ,/ ' S F ` / / '�v / / / DIVISION ❑F GRIM LAt�l�/ h�`A� 6 ,';�, -' 1,��0�C�. TM 63-A PARCEL ��B k W/BSMT. ZONE, RA / MAIN FLOOR-768.30// r / / 7BSMT-756.71 ' , /7 41 6 ' =---- / 64 / loe 7,65 cow \ LIMITS OF CLEARING AND GRADING 66, / Q0 ! 68 (0 �Q PVO O +03 Q R O 41 POST i / / ' \' ,I ..__- � '�$ Q` 7 1 5.2 PVO / CR❑SS CREEK VILLAGE,-----�O\ TM 63-A - PARCEL 40 r> �P \ O" OXI- ZONE, RP top / OO PDST / % CS// 50 0 50 100 150 Scale 1 " = 50' 2 1 3 1 4 1 5 1 6 7 8 9 10 11 12 13 1 14 1 15 16 1 17 18 REFLECTING TOMORROW K PLANNERS • ARCHITECTS ENGINEERS • SURVEYORS 1208 Corporate Circle Roanoke. Virginia 24018 Phone: 540/772-9580 FAX: 540/772-8050 J 501 Branchway Road Richmond, Virginia 23236 Phone: 804/794-0571 FAX: 804/794-2635 880 Technology Park Drive Suite 200 Glen Allen, Virginia 23059 Phone: 804/553-0132 FAX: 804/553-0133 Wk LEGEND IF 3.01 SAFETY FENCE SAF TEMPORARY STONE 3.02 CONSTRUCTION C E ENTRANCE E 3.05 SILT FENCE S F 3.07 STORM DRAIN INLET PROTECTION I P CULVERT INLET 3.08 PROTECTION C P DRAWN BY: SMS DESIGNED BY: SMS CHECKEDBY: DJB DATE. 10- 16 02 c REVISIONS: 1-30-03 3-27-03 102 Hubbard Street Blacksburg, Virginia 24060 Phone: 540/961-0961 FAX: 540/961-0962 Q z �cr U > _ C) W 0 z U =U OC U)o LL 3.09 TEMPORARY DIVERSION DIKE D D TEMPORARY 3.1 1 RIGHT OF WAY R W D DIVERSION 3.12 DIVERSION DV 3.13 TEMPORARY SEDIMENT TRAP ST a 3.14 TEMPORARY SEDIMENT BASIN SB 3.18 OUTLET PROTECTION Op 3.38 TREE PRESERVATION & PROTECTION T P SCALE: 1 " = 50' SHEET NO. C7 JOB NO. R0100078.01 1 1 2 1 3 1 4 1 5 6 7 1 8 1 9 10 11 12 13 14 15 16 17 1s 19 1 20 1 21 N N 111H 0phi ce Grp o 765.00 � D.J.BALZER,JR. a 765.00 012991 M M S14NAL w 760.00 ' 760.00 755.00 755.00 LMIN-SEPL AND ASSOCIATES 750.00 GI II 750.00 RICE) OL. 414- Imp o CD REFLECTING TOMORROW K — K 745.00 745.00 PLANNERS • ARCHITECTS - - ENGINEERS • SURVEYORS 1208 Corporate Circle Roanoke. Virginia 24018 — Phone: 540/772-9W0 740.00 - 740.00 FAX:540/772-8050 J J 501 Branchway Road Richmond, Virginia 23236 Phone: 804/794-0571 FAX: W4/794-2635 735.00 735.00 I 1 SW Technokgy Park skive Suite 200 Glen Allen, Virginia 23059 Phone: 804/553-0132 FAX: 804/553-0133 H a F E D c B A PROP. ORIFICE PLATE DETAIL N.T.S. R1 " RISER 2L4�/ 9,6/� POP. ORNG EPDXY COATED OR ANTI -RUST PAINT GROUT IN PLACE OVER 24" PIPE INV.=747.00 ANTI- VORTEX DEVICE DESIGN 1�2" DIA. HOLES @ PERIMETER OF T ASH RACK FOR PRESSURE RELIEF 16 GAGE CORRUGATED METAL OR 1/8" GALV. STEEL PLATE 36" TRASH RACK TOP STIFFENER (IF REQUIRED)I 1.5"X1.5"X8" STEEL ANGLE WELDED4 IS 1.5"X1.5" ANGLE WELDED CROSS SUPPORT ANGLE PER - TO TOP AND ORIENTED AS SHOWN. TO CORRUGATIONS. �- LOWER ANCHOR TABS 3/4°° X 1.5" BOLT NUT, WASHER & 1.5"X 1.5"X 12" ANGLE LOCK WASHER. WELDED TO CROSS SUPPORT ANGLES 3/4"X8" BOLT AS SHOWN. NUT, WASHER & 1.5"X1.5" STEEL ANGLE LOCK WASHER. 2 @ 90' APART (NOTCH 1 @ CENTER & BOLT TOGETHER WITH 3/8"X3/4" BOLTS) „ 24 RCP RISER 1.5"X1.5" SUPPORT ANGLE 8 » UPPER ANCHOR TABS WELDED ATTACHMENT 12" LOWER ANCHOR TABS BOLT TO CONC. RISER RISER PIPE BA_ SE CONDITIONS NS FOREMBANKMENTS LESS THAN 10 HIGH CONCRETE BASE FOR EMBANKMENT 10 OR LESS IN HEIGHT PRINCIPAL SPILLWAY DESIGN D 10' OR LESS TOP=751.50 6" TRASH RACK/ ANTI -VORTEX DEVICE 100 YR IDESIGN HIGH WATER = 750.53 h 1.50' f . T II T 25 YR DESIGN HIGH WATER = 749.7RD --` 11�11T I 4» COLLARS �--•' 6.00' � I II I,t,l I �I I Im ' 10 YR DESIGN HIGH WATER = 749.04 RCP RISER 2D — CONCRETE 9,.6" ORFICE IN PIPE - RCP BARREL I V.= 745.82 I_ STEEL BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT - - _ `a < • , : , Dr 24' . _ _ INV.=745.50TO _-_—_ _ - CONCRETE BASE „„-f iI- - - TIT 10' OR LESS 64.25' H = HEAD ON PIPE THROUGH EMBANKMENT h = HEAD OVER RISER CREST - L = LENGTH OF PIPE THROUGH EMBANKMENT 4 30" D/2- - I--,�,_lal li_ (=111�1 ` I =11 1=11= - ffill � Dp = DIAMETER OF PIPE THROUGH EMBANKMENT (1 ]-j111' I -III- II --I l�-ill=i Dr = DIAMETER OF RISER 2D -..- 1/4" STEEL PLATE SOURCE: VA. DSWC PLATE. 3.14-7 NOTE: DAM TO BE CONSTRUCTED IN 6" LIFTS TO A MINIMUM COMPACTION OF 95%. SOURCE: VA. DSWC PLATE. 3.14-14 H � F E D s A 102 Hubbard Street Blacksburg, Virginia 24060 Phone: 540/961 -0961 FAX: 540/961 -0962 U rr w _ � z U E- z z o b [r Q 06 oc w v) (j) w o z _j w m LJL w 0 u) 0 z7 U w CC Q_ fr a Q 0 11 0 LL 0 U) w n,. 0 DRAWN BY: SMS DESIGNED BY: SMS CHECKED BY: DJB DATE: 10-16-02 REVISION S:PENDICULAR 3-27-03 SCALE: V�it RT� ? +1 "=5�' SHEET N0. C8 JOB NO. R0100078.01 1 2 1 3 4 1 5 1 6 1 7 6 9 1 10 1 11 1 12 1 13 1 14 1 15 16 17 r 18 1 19 20 1 21 0 0 0 I0� I0� 1©� I©� lull• ion CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES O.D. + 24" • WHERE THE TRENCH BOTTOM IS ROCK, IT SHALL BE EXCAVATED TO A MINIMUM OF 8" BELOW THE BOTTOM OF THE PIPE AND BACKFILLED WITH BEDDING MATERIAL FREE OF ROOTS, DEBRIS do STONES * WHERE SUBGRADE IS UNSTABLE, PIPE SHALL BE BEDDED ON A MINIMUM OF 8" BEDDING MATERIAL * BACKFILL TO BE PLACED IN 12" LIFTS AND COMPACTED TO 90% OF MAXIMUM DRY DENSITY REPLACE SURFACE IN KIND STANDARD STANDARD BEDDING DETAIL DATE: 9/01 DETAIL NO. OUTSIDE TRAFFIC AREAS (PVC OR DIP) WS - 1 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES VDOT CLASS 21A BACKFILL PLACE IN 6 INCH LIFTS. COMPACTED TO WHERE THE TRENCH BOTTOM IS ROCK, IT SHALL BE EXCAVATED TO A MINIMUM OF 8" BELOW THE BOTTOM OF THE PIPE AND BACKFILLED WITH BEDE4NG MATERIAL FREE OF ROOTS, DEBRIS At STONES * WHERE SUBGRADE IS UNSTABLE, PIPE SHALL BE BEDDED ON A MINIMUM OF 8" BEDDING MATERIAL • BACKFILL TO BE PLACED IN 12" LIFTS AND COMPACTED TO 90X OF MAXIMUM DRY DENSITY REPLACE SURFACE IN KIND 95% OF MAX IMUM DRY DENSITY /,/////////////// / ///z /�j ��- / ///// ///// I I— I z Ali- //// ///// II VDOT CLASS / 57 BEDDING I I 0pI- STANDARD STANDARD BEDDING DETAIL DATE: 9/01 DETAIL NO. WITHIN TRAFFIC AREAS (PVC OR DIP) WS - 2 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITI 1" COPPER TUBING TYPICAL METER SETTING INCLUDES: 1" METER SUPPLIED BY THE CITY OF WINCHESTER YOKE INLET VALVE - FORD MODEL BA94-344W YOKE OUTLET VALVE - FORD MODEL HHCA94-444TV YOKE BARS - FORD Y504 CORPORATION STOP - FORD 1" MODEL F8600 METER BOX COVER - X32T WITH STANDARD PENTAGON NUT COVER EXTENSION RING - EXT 1 METER BOX - 24"X30" HIGH DENSITY POLYETHYLENE QUARTER BEND-L04-44 M 1"-1/4 BEND- 1 " TAP TOP OF MAIN WATER MAIN 24" DIA. X 30" HIGH HIGH DENSITY POLYETHYLENE METER BOX 1" COPPER TUBING 1" METER 2' — 6" VARIES 4- n O METER BOX W _. METER FRAME AND COVER Z .J a 1" METER AND EXPANSION A" , e CONNECTION _ d N LL.I BRASS ANGLE METER VALVE WITH COPPER FITTING DOUBLE CHECK VALVE 1" METER YOKE (W/ VALVE INLET, BOTH ENDS COPPER) gggggog.°,�o'ses�^�o ege� TYPE „K>, dogs^sgegegoogee •' g �qo ° "K' 1" COPPER TYPE TUBING 1" COPPER TUBING 4" MIN. #57 STONE ,� FIRM UNDISTURBED 1 BRASS EARTH _ COUPLING NUT CRIMPED 1" COPPER PIPE OUTLET CORPORATION COCK ASSEMBLY STANDARD TYPICAL 1 INCH WATER SERVICE DATE: 9/01 DETAIL NO. SCALE: NONE WD-3 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES GRADE I No TRENCH 6" MINIMUM 6" MENIMUM MACHINE EXCAVATIENJ LIMIT FORM BOARD CT GATE VALVE — TRENCH BOTTDM-J & BOXES UNDISTURBED EARTH STONE BEDDING TEE, WYE, OR PLUG TYPICAL SECTI❑N IN LIEU OF WOOD FIN2MING THE FITTING MAY BE WRAPPED WITH ■DEN;TES HAND EXCAVATION POLYETHYLENE, AND THE CONCRETE POURED TO COMPLETELY SURROUNDS 'D' = 12" MIN. F10' AND SMALLER PIPE THE FITTINGS AND AGAINST UNDISTURBED SEAL. THE BEARING DIMENSIONS 'D' 18" MIN. FOR R 12" THRU 20" PIPE AGAINST UNDISTURBED SOIL SHALL REMAIN AS SHOWN. SEE CHART BELOW FEN, A,B,C DIMENSIONS. CONCRETE DIMENSIONS FOR H❑RIZONTAL THRUST BLOCKS PIPE DIA. PLUGS, WYES 6 TEES 11 1/4' AND 22 1/2' BENDS 45' AND 90' BENDS -- A B C A B C A B C 6" 1'-0" 0'-9" 1'-0" 0'-9" 0'-9" 0'-9" V-3" 0'-9" 1'-9" 8" V-3" 0'-9" F-3" 0'-9" 0'-9" 0'-9" 1' 6" 0'-9" 2'-3" 10" F-6" 0'-9" V-6" Y-0" V-9" F-3" F-9" 0'-9" 2'-6" 12" 1'_9" V-0" 2'-6" 1'_3" V-0„ V-6" 2'-0" V-0" 3'-0„ 14" 2'-0" V-0" 3'-0" 1'-3" 1'-0" V-6" 2,-6" 1'-0" 4'-0" 16" 2'-3" Y-0" 3'_6" 1'_6„ 1'-0.' 21_0., 4'-6„ 18" 2'-6" t'-3" 3'-9" t'-6" 1'-3" 2'-0" 3'-0" 1'-3" 4'-9" 20., 2'-9" 1'-6" 4'-0" 1' 9" F-6" 2'-0" 3'-3" 1' 6" 5'-0" 11 1/4 THRU 90° BENDS GALV,nRODS OVER FITTINGS AND EMBEDDED IN CONCRETE THRUST BLOCKS FITTING SIZE ROD SIZE NO. RODS EMBEDMENT S = 12" 6 LESS 6 2 ml, CONCRETE f - y 14"-20" 8 2 36" VERTICAL BENDS FITTING VOLLN� OF THRUST BLOCK IN CU.YD. SIZE 11-1/4' 22-1/2' 45' 90• STONE BEDDING THRUST BLOCKS FOR VERTICAL 10" - - 1.9 3.7 UP BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS. 12" - 1.2 2.8 5.5 14" 015 1.7 3.9 7.6 16" 0.9 2.3 5.1 - 18" 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - STANDARD CONCRETE THRUST BLOCKING DATE: 9/01 DETAIL NO. SCALE: NONE WD-12 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIE ,4. 00 Q T 7 A ' :. +& ' C� 18" TYPICAL RESILIENT SEAT VALVE INSTALLATION: VALVE BOX AND BOOT SHALL BE CAST IRON VALVE BOX COVER SHALL BE MARKED "WATER" VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE 18" X 18" CONCRETE PAD SHALL BE PLACED AROUND VALVE BOXES LOCATED OUTSIDE OF PAVEMENT AREAS VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES STANDARD TYPICAL VALVE & BOX INSTALLATION DATE: 9/01 DETAIL NO. SCALE: NONE WD- 9 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 2" MIN. 6" MAX. vvfik 7 CU. FT. MIN. #57 STONE FIRE HYDRANT SHALL BE TRAFFIC MODEL RESTRAINTS SHALL BE BY MEGA -LUG FLANGES 4 - 1/2" STREAMER NOZZLE SHALL FACE THE ROADWAY WINCHESTER APPROVED FIRE HYDRANT 18" SQ - 4" THICK CONCRETE PAD REQUIRED IN UNPAVED AREAS SCREW TYPE I ADJUSTABLE VALVE BOX 4' 0 o.00.00.00.00.00.00.00.00.00, 000000°o°o°o°o°o.o,• 0000°00000000000000°. °,°.00.00.00O°°° °°° 0 0 0 0 0 0 0 0 °o -a.- . 4 a °o°o0 °°°°°°o° 0 0 0 0 0 o 0 0 0 ° o o 0 0 0 0 0 00000°00000 o 0 0 0 0 �o000o00000 000.00.oo.o ^Oo.00 00000° ,000 000 o.o° GATE VALVE t.: .. Y - i Fm ,. a oQo:000000000�00, o:o a.- .•. 14" °o0000o0oo00000000Qot0000 C' 0000000000000000000000000000000000000° U > °0000000000°000°0000000®0000 QZ, dz� 0000.00.00.00.000000.00.o°0000°000 CONCRETE THRUST BLOCK v� _. 000000000000000 0 0 0 0 0 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 ° 000000°000000000°0000°o°o°o°o°o°o°o°o 0000000oo00oo0000°0000000.00O000000 ,0000°°000°°,°000°°,000°000.0000°°°°°°0000 HYDRANT TEE o°o°o°o°o°o°o°000°000°000°00000000°000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 /I BOND BREAKER ONE LAYER # 15 FELT 18" STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION DETAIL NO. SCALE: NONE WD- 8 N T H 0F O v D.J.BALZER,JR. 012991 -o 4- I,,, REFLECTING TOMORROW K PLANNERS ! ARCHITECTS ENGINEERS ! SURVEYORS 1208 Corporate Circle Roanoke, Virginia 24018 Phone: 540/772-9580 FAX: 540/772-WW J 501 Branchway Road Richmond, Virginia 232M Phone: 804/794-0571 FAX: 804/794-2635 880 Technology Pork Dive Suite 200 Glen Allen, Virginia 23059 Phone: 804/553-0132 FAX: 804/553-0133 102 Hubbard Street Blacksburg, Virginia 24060 Phone: 540/961-0961 FAX: 540/1961-0962 H I U G I Q U z z �( U) _j �- U 11 W w w W F m w W Z) 0 Z U W J < U W z W E O W O D DRAWN BY: SMS DESIGNED BY: SMS CHECKED BY: DJB DATE: 10-16-02 C REVISIONS: 1-30-03 3-27-03 B SCALE: N/A SHEET NO. AC9 JOB NO. R0100078.01 15 0 0 1 12 1 3 1 4 1 5 1 6 UBDIVISION & SITE CONSTRUCTION EROSION CONTROL NOTES LAN GENERAL NOTES 1. All materials and construction within the public right of way shall be in 1) THE COUNTY ENGINEER AND UTILITY DEPARTMENT WILL BE NOTIFIED 24 accordance with current Virginia Department of Transportation's specifications and HOURS PRIOR TO ANY CLEARING AND GRADING. N standards. 2) EROSION CONTROLS WILL BE CONSTRUCTED PRIOR TO CLEARING AND 2. Land Use Permits (CE-7P) must be obtained from the Virginia Department of GRADING. Transportation prior to beginning any construction within the existing state maintained right of way (including access). 3) ALL ASPHALT AREAS WILL BE STABILIZED WITH BASE STONE WITHIN 30 DAYS OF FINAL GRADING. 3. VDOT is to receive written notification 48 hours prior to commencing with initial 4) PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED construction activities. TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS 4. Prior to any construction, the contractor shall consult the engineer and verify REACHED ON ANY PORTION OF SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY the approval of the plans by all federal, state and loco) agencies. NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT (UNDISTURBED) 5. Preliminary design of the pavement structure for all subdivision streets shall be FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN in accordance with the current edition of The Pavement Design Guide for ONE YEAR. M Subdivision and Secondary Roads in Virginia. The completed design worksheet appendix IV shall be included with the initial plan submittal for each proposed pavement section utilizing the predicted soil support value shown in appendix 1 of 5) ALL CUT AND FILL SLOPES CHANNELSIDE SLOPES WHICH ARE NOT TO The Pavement Design Guide. BE PAVED SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH: 6. The contractor shall verify the elevations of all points of connection or proposed A. 100 LBS. PER 1,000 SQUARE FOOT GROUND LIMESTONE OR work to existing curbs, sanitary lines, water lines, etc., prior to construction. EQUIVALENT. NO SOIL TEST REQUIRED FOR INITIAL ESTABLISHMENT. 7. Upon the discovery of soils that are unsuitable for foundations, subgrades, or B. 20 LBS. OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 other roadway construction purposes, the contractor shall immediately contact a SQUARE FOOT. geotechnical engineer and VDOT. These areas shall be excavated below plan grade C. VARIETIES TO BE SEEDED: as directed by the geotechnical engineer, backfilled with suitable material and 1. SPRING SEEDING - MARCH 1 - APRIL 30; SPRING OATS 2.5 compacted in accordance with current VDOT specifications. LBS. PER 1,000 SQUARE FOOT. L 8. All storm sewer design and construction to be in accordance with VDOT I & 2. SUMMER SEEDING - MAY 1 - AUGUST 1; WEEPING LOVE LD-94 (D) 121.13. GRASS AT 2 OZ. PER 1,000 SQUARE FOOT MIXED WITH 1 BUSHEL SAWDUST FOR UNIFORM SEEDING. 9. All storm sewer pipe shall be reinforced tongue and groove concrete pipe in 4. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL accordance with current VDOT standards and specifications. SEEDING WILL BE MULCHED. 10. If pre -cast units are to be used, VDOT shall be notified and the manufacturer 6) COUNTY ENGINEER AND OTHER INTERESTED AGENCIES SHALL MAKE A shall submit drawing details for review. Certification and VDOT stamp will be CONTINUING REVIEW AND EVALUATION OF THE METHOD USED FOR THE required on all units. OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. AN APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMMENDED 11. All concrete shall be class A3-AE (air entrained 3,000 PSI). BY THE APPROVING AUTHORITY OF ON SITE INSPECTION INDICATED THAT THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN K 12. All entrances are to be designed and constructed in accordance with current CONTROLLING EROSION AND SEDIMENTATION OR IF BECAUSE OF VDOT standards. Residential lot access shall be provided per the following criteria: CHANGED CIRCUMSTANCES, THE APPROVED PLAN CANNOT BE * All driveway entrance culverts are to be 15" diameter x 20' long pipe and shall CARRIED OUT. conform to pe-1 private entrance standards unless otherwise directed by the 7) CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL Resident Engineer. No entrance culverts are to be installed within five (5) feet of UTILITIES PRIOR TO BEGINNING CONSTRUCTION. a property corner. • VDOT standard CG-9D entrances shall be installed in curb and gutter UTILITY" BEFORE BEGINNING UTI 8) THE CONTRACTOR SHALL NOTIFY "MISS SS UTI neighborhoods. The sawcutting removal of the standing curb is unacceptable when ANY EVACUATION OR UTILITY WORK -552-7001). installing an entrance on existing curb and gutter. 13. The developer is responsible for furnishing and installing stop signs at street 9) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS, SPECIFICATIONS AND DETAILS OF THE LATEST EDITION OF THE intersections. VIRGINIA EROSION CONTROL HANDBOOK (THE HANDBOOK) BY THE J 14. Design changes, specified materials changes and/or field changes from the VIRGINIA SOIL AND WATER CONSERVATION COMMISSION. approved plans need to be resubmitted to VDOT prior to proceeding with the work. 10) EROSION AND SEDIMENT CON1ROL PRACTICES SHALL BE MAINTAINED, A letter of explanation shall accompany the revised plans and/or drainage SO THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT calculations, which must be submitted, to VDOT for review and approval by the ENTER STORM DRAINAGE FACILITIES. Resident Engineer. 1 1) PROPERTIES AND RIGHTS -OF -WAY ADJOINING THE SITE SHALL BE 15. Contractor shall verify location and elevation of all underground utilities shown KEPT CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR on plans in areas of construction prior to starting work. Contact engineer TRAFFIC OR RUNOFF. immediately if location or elevation is different from that shown on plan. If there appears to be a conflict, and/or upon discovery of any utility shown on this plan, 12) ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA call Miss Utility of Central Virginia at 1-800-552-7001. The developer shall be THE CONSTRUCTION ENTRANCES. responsible for the relocation of any utility within existing and/or proposed right of way required by the development. 13) EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE l UPGRADE SITE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO 16. All streetlights shall be located a minimum of 9.5' from the edge of pavement THE TRENCH on curb and gutter streets and/or located a minimum of 5.5' behind the ditch line on open ditch streets. 14) THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND CONSTUCTION IS 6.02 ACRES. 17. Casing sleeves shall be placed at all road crossings for gas, power, telephone and cable TV services trunk lines. 15) ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO 18. The installation of sewer, water, and gas mains (including services laterals and MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA sleeves) shall be completed prior to placement of aggregate base course. REGULATIONS VR 635-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 19. All roadside ditches shown as paved on plans are to be paved in accordance 16) THE CONTRACTOR SHALL INS' rT ALL EROSION CONTROL MEASURES I••I with the standard typical section as shown on the plans. Generally, all ditches IN PERIODICALLY AND AFTER E d'H RUNOFF -PRODUCING RAINFALL with slopes exceeding 5% or less than 0.75% shall be paved unless otherwise EVENT. ANY NECESSARY P.cCH S OR CLEANUP MAINTAIN THE directed by the Resident Engineer. Any additional paving of the ditches, other that those shown on the road plans will be determined prior to acceptance of the EFFECTIVENESS OF THE E+20SI0: CONTROL DEVICES SHALL BE MADE EFFECTIVENESS roads into the VDOT secondary road system. 20. VDOT approval of construction plans does not preclude the right to require 17) ALL DISTURBED AREAS ARE TO DP,4N TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING additional facilities as deemed necessary for acceptance of the roads into the ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL VDOT Secondary Road System. STABILIZATION IS ACHIEVED. 21. VDOT approval of these plans will expire three (3) years from the date of 18) CONTRACTOR IS RESPONSIBI r FGR INSTALLATION OF ANY approval. ADDITIONAL EROSION CONTP.",'. WEASURES NECESSARY TO PREVENT Q 22. VDOT shall have performed the required field inspection (proof roll) prior to EROSION AND SEDIMENTATION AS DETERMINED BY COUNTY ENGINEERING. placement of the aggregate base course(s). Contact VDOT for subgrade inspection 48 hours prior to scheduling placement of aggregate base course(s). 23. A prime coat seal between the aggregate base and bituminous concrete will be required at a rate of 0.30 gallons per square yard (REC-250 Prime Coat) per VDOT standards and specifications. 24. The scheduling of aggregate base installation and subsequent paving activities shall accommodate forecast weather conditions per Section 315 of The Road and Bridge Specifications. F 25, VDOT shall have approved the aggregate base course(s) for depth, template and performed the required field inspection (proof roll) prior to placement of any surface course(s). 26. An actual copy of the complete CBR report is to be submitted to VDOT in conjunction with final pavement designs. All pavement design recommendations shall be performed in accordance with the current addition of The Pavement Design Guide for Subdivision and Secondary Roads in Virginia. 27. A geotechnical engineer is to ascertain cause and certify recommended method of repair for all pavement structural failures prior to state acceptance. 28. All vegetation and organic material is to be removed from the right of way E limits prior to conditioning of the subgrade. 29. Certification and source of materials are to be submitted to VDOT for all materials and be in accordance with the Road and Bridge Specifications and Road and Bridge Standards. PARKING SIGNS: 30. Dry gutter is not allowed in VDOT right of way. 31. The developer will be responsible for the design cost of any traffic signal installation and/or modification under an account receivable with VDOT. NO PARKINGFIRE 32. The necessity and locations for additional VDOT standard underdrains to be determined at time of subgrade inspection. LANE 24" FACE OF S FACE OF SIGN 33. Approval of a detailed construction sequencing/maintenance of traffic narrative TOWING ENFORCED for the work zone is a prerequisite for issuance of a Land Use Permit allowing access to and construction within VDOT maintained right-of-way. SIGN POST 34. VDOT shall be provided documentation that all in -place pavements meet or the approved pavement design thickness prior to state acceptance. 7' ,exceed 35. All construction methods and materials shall be in conformance with the January 1994, VDOT Road and Bridge Specifications and 1993 Road and Bridge TOP OF CURB PAVEMENT STRIPING NOTES (FOR WORK IN R.O.W.) 1. ALL PAVEMENT STRIPING REQUIRES THE USE OF THERMOPLASTIC PAVEMENT MARKINGS. 2. CONTACT V.D.O.T. DISTRICT TRAFFIC ENGINEERING OFFICE AT B PARKING LOT STRIPING NOTES: 1. ALL PARKING SPACE STRIPING WILL BE WHITE. 2. HANDICAPPED SPACES AND HATCHED AREAS WILL BE YELLOW. 3. HANDICAPPED SYMBOL B� WILL BE BLUE. FRONT VIEW SIDE VIEW SIGN COLORS: RED LETTERS AND BORDER ON A REFLECTORIZED WHITE BACKGROUND. LETTERS: TWO (2) INCH "C" SERIES. NOTES: THIS DRAWING IS FOR GUIDANCE ONLY. FOR MORE ACCURATE DETAILS RELATED TO SIGN FABRICATION SPECIFICATIONS REFER TO THE VIRGINIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. PAVEMENT MARKING (MAY BE NECESSARY IN SOME SITUATIONS) /- YELLOW CUR NO PARKING FIRE LANE 18" YELLOW LETTERS__NO PARKING FIRE 4" YELLOW UNE LANE TYPE 1 TYPE 2 11 FIRE LANE SIGN 8c SITE IMPLEMENTATION DETAIL NO SCALE 0 ■ •, 1 t 11101 iWe ....AA.•. •. •• •.. •. •.•.. .:. .. • -r• t• t• i -,- • ,,,,. ,.;., 1, .1 TEMPORAR Y SEDIMENT TRAP # 1 DA=pR2.87 ACRES GROIT& 0' ELEV. 760.00 1.0' DRY VOLUME ., = 5,200 C.F. VAMKE 758.00 WET VOLUME 2' 756.00 1OL'xO7N ONGINAL MOM ELEV. WET SIZE=100x26x2 -SEE PLATE 3.13i-1 DRY SIZE=100x26x2 AOGFMMQE� CLASS I R1P CROSS SECTION OF OUTLET CLASS I FMnW 6lEtx161H__ (AJ _FEET�_Z12.22' VNIE Af FA 4 (u1 AC / / D ONDWE COARSE ADoaEwTE -� IE](CAYAIED �"LIM CLOTH "COARSE AGGREGATE SHALL BE VOOT 03, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. OSWrC PLATE. 3.13-2 BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB N7LET -- -� O wA1E scRm1 -� !W avalPLow , SMWENT .�•.--MmAO/II •: 11,. MANE 2' X 4• WOW MD �_,CUF8 INLET SPECIAL APPLICATION THIS NETIIOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABUM IS NECESSARY TO PREWENT EXCESSIM PONDING IN FRONT OF THE STRUCTURE. • GRAVES. SHALL BE VDOT #3, #357 OR 06 COARSE AGGREGATE CE: VA. DSWC PLATE 3.07-8 SOURCE: VA. DSWC PLATE. 3.20-1 TEMPORARY SEDIMENT TRAP # 2 DA = 0.9g6 ACRES GROGUNNDL ELEV. 762.00 1.0' DRY VOLUME = 1,800 C.F. VAMABLE N a 760.00 WET VOLUME = 1,800 C.F. 2' 758.00� ORKWAL aO1M GROUND WET SIZE=3Ox30x2 ' P1"'�' 13 ' DRY SIZE=3Ox3Ox2 COARSE ADOREGATE CLASS I w w CROSS SECTION OF OUTLET CLASS I wPPAP 11bENORI IN •5.76- (PIxAC.) ��' ate; c �•� DNERS" / / o11Q 1 ) COAAM AGOMIGATE / / a•• AM -CORM AOGRECATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 TEMPORAR: DIVERSION DIKE SOURCE: VA. DSWC PLATE 3.09-1 CONSTRUCTION OF A SIL T FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. l r- t. I FLOW III I 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. OW _ - FL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. , �1Ipl I MURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control Sh1r•Doe � �fnDt SOURCE: VA DSWC PINE. 3.07-3 8 1 9 1 10 1 11 1 12 15 16 Z f%f%l R" LIVU VIL.VV 6"x6" NOMINAL PRECAST WHEEL STOP 6' -0" 5 REBAR 2'-0" LONG UPPLIED BY G.C. ELEVATION CONCRETE BUMPER BLOCK DETAIL NTS SM-9.5 BITUMINOUS ASPHALT CONCRETE PAVEMENT AGGREGATE BASE COURSE-218 2» 6" 11-I 11-1 + 1-_1 1-I 1 I 111 I I I I-1 11=1 I I-1 11 -III-III-I I I_I I I I_I I I_I I I -III -I I �-95% COMPACTED PAVI N G DETAIL SUBGRADE 7 18 19 20 21 NOTE: CONCRETE CURB AND GUTTER SHALL BE USED THROUGHOUT THE PROJECT EXCEPT AS NOTED OTHERWISE GUTTER PAN TO BE REVERSE SLOPE WHERE PAVING SLOPES FROM CURB. SLOPE OF GUTTER TO BE THE SAME AS ADJACENT PAVING. CG-2 BARRIER CURB IS PROPOSED AS SHOWN ON PLAN. FINISH GRADE ROUGH GRADE f 4- NOTE:, Pf�OVIDE [EXPANSION JOINTS I'-`j tie 0 20 0 O.C. (MAX.) CLASS A3 CONCRETE TOP OF -. 3/e .: PAVEMENT III I III I IlTff .. -; �- . ' . •� • - THE BOTTOM OF THE CURB & GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE SUBSURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7IS MAINTAINED CG-6 (DRY) DETAIL N.T.S. FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS 0 20- 0" O.C. (MAX.) 4" OF e ti CONCRETE PAVEMENT III II - o ' , : ;. si::.a-�:=ta:•'�..:b.• �° *4' �� •�'dR'.r�ra�.: t tee b.�•}' �jL v i ;T'`- •i., i.,- •b S ib ' :1 4" STONE BASE REQ'D L 12, ` - e- ` �'�'�` •` 24- ' WITHIN STATE MAINTAINED RIGHT-OF-WAY THE BOTTOM OF THE CURB & GUTTER MAY *STONE BASE IS NOT REQUIRED BE CONSTRUCTED PARALLEL TO THE SLOPE IN PRIVATELY DEVELOPED SITES OF THE SUBSURFACE COURSES PROVIDED MINIMUM DEPTH OF 7' IS MAINTAINED BUT MAY BE BID AS AN ALTERNATE. T UTILIZATION OF THE STONE BASE C G_ 6 (WET) D ETA I L TO BE COORDINATED WITH THE ENGINEER I AND CURB AND GUTTER CONTRACTOR N.T.S. FINISH GRADE CLASS A3 CONCRETE ROUGH GRADE 4�• t +�� TO P OF PAVEMENT 6• I- - - •'! i::ail,•�'S �•i�.rdrs �'i as,.tl'< • e�•m:. •ti4t.. dt . N.T.S. 112 PREFORMED EXPANSION JOINT FILLER WHERE ADJACENT TO BUILDING VARIES ...>n .m,.�.x •.oN b. 4 STON R •,7 E BASE E D ,... WITHIN STATE MAINTAINED RIGHT-OF-WAY - - * .. «ti ,�,YQ :yam.: :%' r ���'R;S'•dr.:''m .• STONE BASE IS NOi' REQUIRED-t y�ati� ��•� .,��' .,y 6s,. IN PRVATELY DEVELOPED SITES BUT MAY BE BID AS AN ALTERNATE 12I _I _ s- _ l -UTILIZATION OF THE STONE BASE �'�I TO BE COORDINATED WITH THE ENGINEER G - D ETA AND CURB AND GUTTER CONTRACTOR 4" RAD. N.T.S. CURES AND GUTTER NOTES (FOR WORK IN R.O.W.) 1. ST)NE UNDER CURB & GUTTER SHALL BE CHECKED BY VDOT PRIOR TO PAVING OR BACKFILLING. 2. cor-,,A.CT VDOT FOR STONE AND FORM INSPECTION 48 HOURS PRIOR TO PLACEMENT OF CURB - & GJTTER. 3. CONTACT VDOT ' OR SUB(;RADE INSPECTION 48 HOURS BEFORE PLACEMENT OF AGGREGATE 4" BASE. 5 SIDEWALK` CLASS I AIR `- STRUCTURAL BACKFILL \\ ENTRAINED CONC (WHERE FILL IS NEEDED) NOTE: FINISH - TROWELED EDGES, BROOM FINISH SCORING EVERY 6' EXPANSION JOINTS EVERY 30' MIN. SIDEWALK DETAIL MAXIMUM PAVEMENT SLOPE IN N.T.S. ANY DIRECTION 2%' 00 r I� 0 HANDICAP ACCESS CITY OF WINCHESTER, VA RESERVED DARK COLORED 2" LETTERS DEPARTMENT OF PUBLIC UTILITIES LIGHT COLORED REFLECTIVE BACKGROUND BLUE HANDICAP VAN ACCESSIBLE SQUARE 6" X 6" 4" X 4" POST SIGN TO INDICATE i- VAN ACCESSIBILTY ((JJ I A 14 'l �12" X 12" CONC. FOOTING - . • ::. �(3000 PSI) a - HANDICAP PARKING SIGN DETAIL NTS SM-9.5 BITUMINOUS ASPHALT CONCRETE PAVEMENT AGGREGATE BASE COURSE-21B 2" 8" �-95% COMPACTED RIGHT-OF-WAY PAVING DETAILS TO MATCH EXISTING N.T.S. 15 PREMANUFA( TEE OR W' SEWER SERVICE CONNE PER SPECIFICATIONS STANDARD DETAIL NO. SS- 3 SANITARY SEWER MAIN ►1 fi H OF G f� D.J.BALZER,JR. 9 012991 ANAL REFLECTING TOMORROW K A PLANNERS • ARCHITECTS ENGINEERS 9 SURVEYORS 1208 Corporvte Cirde Roanoke, Virginia 24018 Phone: 540/772-9580 FAX: 540/772-SM J 501 Bronchway Road Richmond, Virginia 23236 Phone: 804/794-0571 FAX: 8041794-2635 B80 Technolog)r Paris Drive Suite 2W Glen Allen, Virginia 23059 Phone: 804/553-0132 FAX- 804/553-0133 I 102 Hubbard Street Blacksburg, Virginia 24060 Phone: 540/961 -0961 FAX: 540/961-0962 H U Q a U z Z � _3 T Q Q Cc W W It Cn Q _ Q z F mChb W W W (n z U W W Q U z Z Q W E 0 Cc LL 0- 0 90' UNLESS OTHERWISE SHOWN ON PLANS ;DR 21 GASKETED PIPE AND FITTINGS DRAWN BY: SMS DESIGNED BY: SMS CHECKED BY: DJB STANDARD GRANULAR DATE: 10-16-02 BEDDING THROUGHOUT C REVISIONS: 1-30-03 3-27-03 CLEAN OUT 'ROPOSED SERVICE LATERAL RIGID FERNCO COUPLING XISTING SERVICE LATERAL STANDARD SANITARY LATERAL CONNECTION SCALE: NONE 19 2C DATE: 9/01 B SCALE: N/A SHEET NO. C1 JOB NO. R0100078.01 1IF 2 1 3 4 LANDSCAPE SPECIFICATIONS 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD 1 N SIZES AND GRADING ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK. PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 2. ALL WORK SHALL BE COORIDINATED WITH TRADES. 3. USE EXISTING TOPSOIL AND/OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, FORIEGN MATTER AND ROOTS, STUMPS AND M STONES LARGER THAN 2" IN DIMENSION. 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALL- ATION MAINTENANCE SHALL BECOME RESPONSIBILITY OF OWNER UPON ACCEPTANCE OF WORK. L 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE OWNER'S REP- RESENTATIVE WILL, UPON WRITTEN REQUEST, MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE REJECTED WORK AND CONTINUE MAINTENANCE UNTIL REINSPECTION AND APPROVAL. 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALANDER MONTHS AFTER ACCEPTANCE. A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED CONDITIONS IN EARLY FALL FOLLOWING PLANTING. K B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS WHICH ARE DEAD OR IMPAIRED FROM THE WINTER CONDITIONS. 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR SHALL DELIVER AN OUTLINE OF MAINTENANCE PROCEDURES RECOMMENDED FOR THIS PLANTING FOR THE OWNER. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE J GUARANTEE PERIOD TO PROVIDE WRITTEN NOTICE TO THE OWNER OF ANY MAINTENANCE PRACTICE WHICH IN THEIR OPINION WILL AFFECT THE GUARANTEE IF NOT REMEDIED PROMPTLY. 10.DO NOT MAKE SUBSTITUTIONS. BID MATERIALS SHOWN ON PLANS. CONTRACTOR IS ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND NUMBERS SUBSTITUTION FOR COST- EFFECTIVE MAINTENANCE OF DESIGN INTEGRITY. 11.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIAL THAT HE/SHE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. 12.SELECTIVE CUTTING AND CLEARING SHALL BE PROVIDED IN THE EXISTING WOODED AREAS OF THE DRAINAGE EASEMENT. SELECTIVE CUTTING WITHIN THESE AREAS SHALL BE LIMITED TO THE REMOVAL OF UNDERGROWTH AND TREES ABSOLUTELY NECESSARY FOR THE CONSTRUCTION OF THE DRAANAGE OUTFALL. H 13.BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A ROOT SYSTEM DEVELOPED SUFFIENTLY TO RETAIN ITS SHAPE WHEN REMOVED FROM THE CONTAINER. 14.ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHER- G WISE SPECIFIED. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. 15.ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT. 1 6.ANTI -DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. 17.MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH F OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FORIEGN MATTER. 18.TOPSOIL MIXTURE SHALL BE 2 PARTS EXISTING SOIL MIXED EVENLY WITH 1 PART SPAGNUM PEAT MOSS OR PEAT HUMUS. EXISTING SOIL SHALL BE FREE OF STONES, LUMPS, PLANTS,ROOTS AND OTHER DEBRIS OVER 1 1 /2 INCHES. IT SHALL NOT CONTAIN TOXIC SUB- STANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.0 TO 7.0. E 19.PLANTING PROCEDURES FOR TREES AND SHRUBS A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING FROM THE BALL (NEVER FORM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT. WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). C. THE TREE PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE AS PER D SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY INITIALLY AND TAMPED FIRMLY. ALL ROPES, WIRES, ETC. ON THE ROOTBALL SHALL BE CUT AND THE BURLAP OR BALL WRAP PULLED BACK TO THE EDGE OF THE ROOTBALL. COMPLETE BACKFILLING PLANT PIT AND TAMP iFIRMLY. BACKFILL SOIL SHALL NOT COVER TOP OF ROOTBALL. MULCH ROOTBALL AND SAUCER WITH MINIMUM OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED. 10� 2X BALL DIA. MIN. 1 2 5 6 7 8 9 STANDARD NOTES REQUIRED ON LANDSCAPE PLANS PLANT MATERIAL SIZES AND GRADING ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 2. A CONTRACTOR SHALL ASCERTIAN LOCATION Of ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 3. LANDSCAPING WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREAS AND AT THE ENTRANCE/EXIT LOCATIONS. 4. THE OWNER IS RESPONSIBLE FOR MAINTAINING SHRUBS AND TREES THAT ARE REQUIRED PER APROVED LANDSCAPING PLANS. DYING OR DEAD PLANT MATERIALS ARE TO BE REIPLACED DURING THE NEXT PLANTING SEASON. 5. PLANT MATERIALS SHALL HAVE ALL STRINGS OR ROPES AT THE BASE OF THE PLANT CUT AWAY FROM THE TRUNK (INCLUDING BIODEGRADABLE BRANDS OF ROPE). THIN BRANCHES BY 1/3 RETAINING NORMAL PLANT SHAPE. BARK MULCH 3" MIN. CREATE SAUCER WITH TOPSOIL 6" MIN. ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. GENTLY COMPACT TOPSOIL MIXTURE. TAMPED ADMIXTURE BACKFILL DIVISI❑N OF GRIM LAND TM 63-A PARCEL 18B ZONE: RA (1)EXISTING 24" SHADETREE (14) Acer ruburm 'October Glory' October Glory Red Maple-2.0 cal. Interior Landscaping a (14) Quercus phellos Willow Oak-2.0" cal. Perimeter Landscaping (34) Ilex crenata 'Green Luster' t Green Luster Holly-24 Landscape Hedge srA• t' P 9 Acer ruburm 'October Glory' October Glory Red Maple-2.0" cal. �+ Perimeter Landscaping CROSS CREEK VILLAGE TM 63-A - PARCEL 40 r�s / ZONE: RP •�� MIN. 7 RUBBER HOSE AROUND TREE AT WIRE LOCATE ANCHOR STAKE 18" AWAY FROM TRUNK ON SIDE OF PREVAILING WIND. T-RAIL IRON STAKE OR ACCEPTABLE WOODEN SUBSTITUTE. ANCHOR FIRMLY. CROWN OF ROOT BALL SHALL BEAR SAME RELATION (OR SLIGHTLY ABOVE) TO FININSHED GRADE AS IT BORE TO PREVIOUS GRADE. PLACE ON SUBGRADE PEDESTAL. PINE BARK MULCH 3" MIN. CREATE SOIL SAUCER WITH TOPSOIL 6" MIN. FOLD DOWN OR CUT AND REMOVE TOP 1/3 OF BURLAP IF NON -BIODEGRADABLE WRAP IS USED. REMOVE TOTALLY. TOPSOIL MIX OR CLEAN SUBSOIL BACKFILL PREPARED SUBSOIL PEDESTAL N, 1 11 Ole 13 1 - 14 1 15 1 16 INV OUT - 755.32 11� BOTTOM - 750.557 / (1)EXISTING 10" SHADETREE 4 i T / 1 STORY BRICK, STONE i & FRAME CHURCH W/BSMT, �j FIRST FLOOR - 768.30 BSMT - 758.71 i i 1 i i i o I I CD !I 1 PROPOSED 1 STORY CHURCH W/BSMT. MAIN FLOOR-768.30 BSMT-756.71 17 18 19 20 1 21 I UPEQUDIV CHURcl L _ v _______SPEED LIMIT 25 M N M z EXISTING SPRUCE EVERGREEN SCREEN TO REMAIN OCEMETERY I + �,tiT H OF � EL 0 0 96 30 Ilex crenata 'Green Luster' / Green Luster Holly-24" �p 9 L Landscape Hedge 11)AM (3)EXISTING 24"fSHADETRE /�/ INV - 755.55 � g • TOP 1500 49 INV - c If a 91 (orb 12 19 M rica cerifera •• ` O��' Southern Waxmyrtle CO 3 01 ?, P LANDSCAPE REQUIREMENTS r INTERIOR LANDSCAPE REQUIRED: 5% Or TOTAL PARKING AREA / 1 SHADE TREE PER 10 SPACES 76,180 S.F. x 5% = 3,809 S.F. / 14 SHADE TREES (03 �Q ���,� PERIMETER LANDSCAPE REQUIRED - 1 SHADE TREE IPER 40 OF PARKING PERIMETER / HEDGES 1480 L.F. OF PARKING = 37 TREES TOTAL TREES REQUIRED = 51 TREES INTERIOR LANDSCAPE PROVIDED: 13,777 S.F. / 11 SHADE TREES - 5 EXISTING SHADE TREES PERIMETER LANDSCAPE PROVIDED - 37 TREES / 2 SECTIONS OF HEDGES TOTAL TREES PROVIDED = 51 TREES 12 RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE WIRED TOGETHER. SET TREE AT ORIGINAL GRADE MULCH; PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. WOOD STAKES 3" IN FIRM SOIL ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL REFLECTING TOMORROW K PLANNERS • ARCHITECTS ENGINEERS • SURVEYORS 1208 Corporate Circle Roanoke, Virginia 24018 Phone: 540/772-958D FAX: 540/772-8050 J 501 Branchway Road Richmond. Virginia 23236 Phone: 804/794-0571 FAX: 804/794-2635 880 Technology Park Drive Suite 200 Glen Allen, Virginia =9 Phone: 804/553-0132 FAX: 804/553-0133 I 102 Hubbard Street Blacksburg, Virginia 24060 Phone: 540/961-0961 FAX: 540)961-0962 H U � J Q G z z o � cr Q 0 °C W z U) J � F CL W W 0 Cl) W W 0- z Q U Q 2 U W z W ° E 0 fr D z LL C3 J W 0- 1 0 D DRAWN BY: SMS DESIGNED BY: SMS CHECKED BY: SMS DATE: 10-16-02 C REVISIONS: RUBBER HOSE AT BARK 1-30-03 3-27-03 3UY WIRES (3). WHITE FLAG ON EACH TO INCREASE VISIBILITY. TURNBUCKLE (3). GALVANIZED OR DIP -PAINTED SET TREE AT ORIGINAL GRADE MULCH: PINE BARK OR WOOD CHIPS 3" MIN. B SOIL SAUCER: USE PREPARED SOIL 6" MIN. WOOD DEADMEN (3) SCALE: 1 "=40' ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED SHEET NO. PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING A L 1 JOB NO. 19 20 21 IR0100078.01 1 2 3 4 5 1 6 7 1 8 91 10 11 12 13 1 14 1 15 1 16 17 18 19 20 21 N SITE } P Q 0 E UON N i�v 0 f�✓ MAP VICINITY IAP RESPONSIBLE LAND DISTURBER. '�� SCALE: 1" =200' PRESBYT AN I CHURCH NAME: ----------------- CERTIFICATION #:---------- c `" 9 1 D 012 ,JR.FR EXP. DATE: M ------------ -- M pNAL THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING SHAWNEE MAGISTERIAL DISTRICT ACTIVITY AS SET FORTH IN THE PLANS. EDERFRICKVIRGINIA ffQ AND ASSOCIATES INC. SHEET INDEX GENERAL NOTES VDOT GENERAL NOTES likul 1. SITE ADDRESS: 217 OPEQUON CHURCH LANE 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT Cl COVER FREDERICK COUNTY, VIRGINIA OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION REFLECTING TOMORROW K AGENT: AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. K C2 DEMOLITION PLAN 2. OWNER: OPEQUON PRESBYTERIAN CHURCH BALZER & ASSOCIATES, INC 217 OPEQUON CHURCH I��:F_ 102 HUBBARD STREET IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL BE GOVERN. PLANNERS * ARCHITECTS ENGINEERS WINCHESTER, VA 22602 BLACKSBURG, VA 24060 a SURVEYORS C3 LAYOUT AND UTILITY PLAN PHONE: 54 REV. DA ID W PHONFAX:(5 (540)-961-0961 CONTACT: REV. DAVID WITf 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY 12M Corporate Carole CONTACT: ST EN SE CONTACT: STEVEN SEMONES AND HEALTH ADMINISTRATION AND VOSH RULES AND REGULATIONS. Roanoke, Virginia 24018 A C4 PLAN GRADING P LAN 3. USE: CHURCH 540/772-95W FAX: 540/772-SM 3. WHEN WORKING ON VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR C5 DRAINAGE PLAN 4. ZONING: RP TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, J 501 ®ranchway Road ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN Ifichmond, Virginia 23M C6�'+ EROSION CONTROL PLAN- PHASE1 5. TAX PARCEL NO.: 63-A, PARCELS 19 AND 19A ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 104.04-C. Phone: W4/794-0571 FAX: 804/794-2635 C7 (� EROSION CONTROL PLAN- PHASE E 11 6. SITE AREA: 9.03 ACRES / 393,346.8 SQ. FT. DISTURBED AREA: 6.02 ACRES / 262,231.2 S.F. 4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE aw Technolm Park CrW UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY Suite 200 C8 STORM PROFILES AND DETAILS 7. WATER: CITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE (DEVELOPER Glen Allen, Virginia 22 Phone: 804/553-013 OF THIS RESPONSIBILITY. FAX W4/5W-0133 I 8. SEWER: CITY C9 UTILITY DETAILS 9. BUILDING AREA/NO. OF STORIES: GROUNDFLOOR - 14,040 S.F 5• DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC i 102 Hubbard Street BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VIDOT. ANY ADDITIONAL EXPENSE Blacksburg, Virginia 24060 Cl 0 QMAY NOTES DETAILS TOTAL FLOOR - 28,080 S.F INCURRED AS A RESULT OF ANY FIELD REVISION WILL BE THE RESPONSIBILITY OF THE DEVELOPER. Phone:540/ 61-09 1 CJC 1 STORY W/ BASEMENT - HEIGHT 40 L1 LANDSCAPE PLAN & DETAILS 10. PARKING REQUIRED: 1 SPACE/3 SEATS: 330 SEATS = 110 SPACES (5 HANDICAPPED) 6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT-OF-WAY. 11. PARKING PROVIDED: 128 SPACES (5 ► ANDICAPPED) H 7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION CONFERENCE MUST BE H 12. LANDSCAPE REQUIREMENTS ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, LEGEND INTERIOR LANDSCAPE REQUIRED: 5% OF TOTAL PARKING AREA / 1 SHADE TREE PER 10 SPACES VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. 76,430 :. x 5% = 3,809 S.F. / 14 SHADE TREES PERIMETER LANDSCAPE REQUIRED - 'I SHADE TREE PER 40' OF PARKING PERIMETER / HEDGES 8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR 0 1480 L.F. OF PARKING = 37 TREES CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WALL ALSO REQUIRE 48 HOURS NOTICE FOR ° CONCRETE YARD LIGHT (S.M.H.) EX. POWER POLE TOTAL TREES REQUIRED = 51 TREES ANY INSPECTION. LIGHT ASPHALT PAVING a O TYPICAL YARD HYDRANT EX. TELEPHONE INTERIOR LANDSCAPE PROVIDED: 13,777 5�J:. / 11 SHADE TREES - 3 EXISTING SHADE TREES 9. a = Q PERIMETER LANDSCAPE PROVIDED - 37 TREES / 2 SECTIONS OF HEDGES TRIP GENERATION TRAFFIC VOLUMES U Z HEAVY DUTY ASPHALT PAVING PROP. FIRE HYDRANT EX. LIGHT POLE TOTAL TREES PROVIDED = 51 TREES WEEKDAY - 150 WEEKDAY PEAK AM HOUR - 20 z z 0 PROP. SIAMESE CONNECTION BENCHMARK 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF EXISTING UTILITIES ARE WEEKDAY PEAK PM HOUR - 25 - 550 SUNDAY PEAK HOUR - 150 Q U cc _ cr PAVEMENT REPLACEMENT w NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY F- W (1)o� p GRAVEL r" WETLAND AREA N PROP. GATE VALVE L� APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES W Q Z F AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION F > W PAVERS INLET PROTECTION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR m 0 W 0 z 0 r) V REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE. RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "MISS QUANTITIES W Y T PROP. TELEPHONE LINE 0 -- PROPERTY LINE UTILITY" OF CENTRAL VA TOLL FREE 1-800-552-7001. fr _ a:G OHP PROP. GAS LINE 14. CROSS CONNECTION AND BACKFLOW VALVE SHALL BE INSTALLED TO BOCA WATER U) Wp EXIST. OVERHEAD POWER CODE. AN APPROVED REDUCED PRESSURE DEVICE SHALL BE, INSTALLED z E P PROP. UNDERGROUND POWER ON THE MAIN WATER SERVICE TO THE BUILDING. AN APPROVED 8" D.I. CLASS 52-WATERLINE 744 L.F. W 0 8"WL EXIST. WATER LINE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON THE 6 D.I. CLASS 52-WATERLINE 28 L.F. E � 8"WL PROP. WATERLINE IRRIGATION SYSTEM IF APPLICABLE. 8" OHTV EXIST. OVERHEAD CABLE 45° BEND 4 EA. 0 15. FLOODPLAIN: COMMUNITY PANEL No. 5100630115E DATED 7/17/78 'A2' 8" 22.5° BEND 2 EA. W - EXIST. CENTERLINE OF ROAD 8"SAN PROP. SANITARY SEWER LINE PORTION APPEARS TO BE WITHIN ZONE AND ZONE B 8"x6" REDUCER 1 EA. PROP. STORM SEWER LINE 16. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 8"x6" TEE 1 EA. 18"RCP EXIST. STORM SEWER FIRE HYDRANT COMPLETE 2 EA. 348 PROP. CONTOURS 17. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB. 6" GATE VALVE 2 EA. 8"SAN EXIST. SANITARY SEWER 18. ALL CURVE RADII ARE 5 FEET UNLESS OTHERWISE SPECIFIED. D EXIST. TREELINE 348 EXIST. 1' CONTOURS 19. ALL PARKING SPACES TO BE MARKED WITH FOUR INCH (4") WADE STRIPES (WHITE DRAWN BY: SMS 345 EXIST. 5' CONTOURS PAINT). DIRECTIONAL ARROWS SHALL BE ALSO PAINTED WHITE. DESIGNED BY: SMS EXIST. EDGE OF PAVEMENT 20. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED + 348.55 EXIST. SPOT ELEVATION SO AS NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE CHECKED BY: DJB v vL v WETLAND BOUNDARY PARKING AREA AND AT ENTRANCE,/EXIT LOCATIONS. DATE: 10-16-02 351.95 21. BEFORE A SIGN CAN BE CONSTRUCTED, RECONSTRUCTED OR ALTERED A SIGN PERMIT C -----RMA----- RESOURCE MANAGEMENT AREA BOUNDARY 351.45 PROP. TOP & BOTTOM OF CURB SHALL BE OBTAINED FROM FREDERICK COUNTY BUILDING SIGNAGE IS OFFICIAL. C REVISIONS: CONTINGENT UPON APPROVAL THROUGH SIGN PERMIT REVIEW PROCESS. ----- RPA----- RESOURCE PROTECTION AREA BOUNDARY PROP. TREELINE 22. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING AND CONSTRUCTION 1-30-03 IS 6.18 ACRES. 3-27-03 23. THE VICINITY MAP SHOWN WAS PREPARED BY DATA COMPILED FROM TAX MAP RECORDS PROVIDED BY FREDERICK COUNTY. B 24. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN COINFORMANCE WITH WITH THE JANUARY 1994, VDOT ROAD AND BRIDGE SPECIFICATIONS AND 2001 B APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR ROAD AND BRIDGE STANDARDS. (f;x1 1y,` 25. ALL LIGHTING WILL BE SHIELDED OR DIRECTED AWAY FROM ADJOINING PROPERTIES ` AND ROADS. SCALE: •D Jy-�•��Ud 26. NO DUMPSTERS WILL BE PROVIDED ONSITE. SHEET N0. 27. ALL PROPOSED UTILITIES INCLUDING POWER WILL BE LOCATED UNDERGROUND. A 28. CONTRACTOR SHALL INSTALL WATER MIAN TO PROVIDE MINIMUMS 36" OF COVER & 18" SEPARATION FROM ALL CULVERTS AND SEWER A C i THIS SITE PLAN IS VALID FOR FIVE(5) YEARS FROM THE LINES. DATE OF APPROVAL. 29. WATER MAIN AND SEWER LATERAL TO BE INSTALLED PRIOR TO PLACEMENT OF PAVEMENT STRUCTURE, INCLUDING BASE AGGREGATE. JOB NO. R0100078.01 1 2 3 4 5 6 7 8 9 10 11 -12 13 14 H 15 16 17 18 19 20 21 1 2 3 4 1 5 1 6 1 7 8 9 10 1 11 1 12 1 13 1 14 15 1 16 1 17 1 18 19 20 21 d ---r----_ ___� aw SNYDER LANE POINT IN�7 VALL ' 113.24' ppST VARIABLE WIDTH TOP - 741S.517-1 �_ INV IN - 740. N N DIVISION OF GRIM LAND ,�' , P'='-Pam---P �_y-- ems- .5° LOT 5R / Q� OLD ROADBED - P - p p GRAVEL SURFACE - ZONE, RA . J� %�------- ` - -` - 8.10'42• p �,vI H pF 4 --- 7:-�:--i, 04'03'S9' W - �- d CITY OF WINCHESTER - P `� ram- .t f .� .� D.J.BALZER,JR. a 012991 M Q° / / / ACK CREEK DIS , IPS /d FREDERICK COUNTY M A L p PARCEL 19A \ 1 p 3.8742 ACRES 2 EX. POWER POLE TO REMAIN IN PLACE /� � Lr)Nff D L *OVERHEAD POWERLINES FROM / THIS POLE SOUTH TO BE PLACED UNDERGROUND � �� � � •.. ND ASSOCIATES INC. / / DIVISI❑N OF GRIM LANDLOT 4 EX. POWER POLE ZONEi RA GRAVEL SURFACE TO BE REMOVED �- �% REFLECTING TOMORROW K •Z��p�' \ CREEKSIDE VILLAGE, L.C. EX. HISTORICAL SIGNS PLANNERS * ARCHITECTS SA� �\ / INV IN - 742.18TOP -13 + D.B. 967, PG. 1803 TO BE REMOVED DURING APPROXIMATE LIMITS INV OUT--74a08 us TM 63-A, PARCELS 20, 21 & 23 ENGINEERS • SURVEYORS /,/ CONSTRUCTION AND � 100—YEAR FLOODPLAIN ZONE, B2 RELOCATED AS SHOWN --� / ' / Roan Corporate ni Circle Rama Virginia 240,8 e' \ ZONE A 2 ON SHEET C 3 , Phone: 540/772-9580 FAX: 540/772-8050 j' �// APPROXIMATE LIMITS 5 0 0, A R F L O O D P LA I N / J 501 enanchway Road Richmond. Virginia 23236 'ti \ B Phone: 804/794-0571 E X . POWER POLE N 47' 1'33' W 85•S8'28' \ / +, TO BE REMOVED Pol " \ �'�i FAX: 804/794-2635 v' IPS IGN IPS 880 SuiteTechnology Park Drive 200 (U \ \ / 1 / Glen Allen. Virginia 23059 Phone: 804/553-0132 FAX: 804/553-0133 ICUI in 1 \ / I cy) l i 1 ASP T SURFACE / �► I TO REMAIN ' '�' -- -J o O� N 85'SW28' W -- -� TE PE / 283.8,IINV 102 Hubbard Street Blacksburg, Virginia 24060 ti I I y_ IN - 744.97 -------- EX. SAN MH TOP - 60.22 � —� ��' �■ .... --_. `- "' ---�_ „ _-730.84 EX. POWER POLE �BOT� y V / L a OPEQUON URCH LANE �"' ` ® IPs TOP CATCH BASIN-733.30 Phone: 540/961-0961 FAX: 540/961-0962 ` T� TO BE REMOVED �' ,,Zz° GRpVCL S\3RfACE IPS " ••..�" S7SPAEE~D L� N11 7% WATER VALVE <TYP> 23 WH SIGN S •58'28' y _ �� e� %�� 3 16IPS ' H H , - _ EX. ASPHALT SURFACE \SWINTOP '/� \�--,\\ �\ F H AN M w INV OUT -7745.49 -INV-751.07 TOBE R E M O�V'EL D / ` CL / \� I / VALVE CTYP> r �+ ^/ 1 STORY BRICK, STONE & IRSTEFLOOR CH 6830T = Q G / �j BSMT - 758.71 / (V/ I '/ CEMETERY I / .�, ,� j � -- U z POST /' �,•'' DIPS�� ,� �/ SAN MH TOP - 753.89 INV OUT - 746,09 z Q Q U / F- z O T V) z V DIVISION OF GRIM LA h°` ' �' �' LOT 3 ZONE, RA c�vP> ��-� W O Q ! 1 n- W �-• ,/,, T < i f ` W w EX. PICNIC SHELTER E z o O E �,/ ,,-'' �/ TO BE RELOCATED �, -' / / - LL Z) / I TIT -7 59 9 EX. GRAVEL SURFACE TO BE REMOVED R W 03 Fz NIV IT► NOTE: ALL INTERIOR TREES ON SOUTH SIDE OF OPEQUON CHURCH LANE ARE TO BE REMOVED DRAWN BY: SMS UNLESS OTHERWISE SPECIFIED IN THE DESIGNED BY: SMS LANDSCAPING PLAN. CHECKED BY: DJB V� fin' �Q Vo DATE: 10-16-02 ° 5.1 ACRE � �o P �,o��' ,,tip-`' NOTE: ALL CEMETERIES ARE TO REMAIN UNDISTURBED EX TRAFFIC ISLAND G REVISIONS: . TO BE REMOVED DURING CONSTRUCTION. D % / 1-30-03 3-27-03 POST / -- P o� 3- (5)EX. LIGHT POLES v� B 0& �� � � o��=' 2 TO BE RELOCATED , B 4" � �' .5�22 SCALE: 1 "=50' �, CROSS CREEK VILLAGE 50 0 50 100 150 F, TM 6-A SHEET NO. A Z❑NE3 RP ' ? �, Pt Q PG� do "Polo0 » — 1 Scale 1 50 A C2 oQ, , — POST , / JOB NO. R0100078.01 1 12 3 4 1 5 1 6 1 7 8 1 9 1 10 1 11 12 13 14 15 16 1 17 1 18 1 19 1 20 1 21 1 2 3 4 1 5 1 6 1 7 1 8 9 r 101 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 LEGEND • •✓ rAYLMCIVI IV MAIIrrI G/11J1. --- ___INV-750.84 - ' i + = 750.5, ..... :....".... 1ti. .� EQS 0 EANE TIE TO EX. 8"�•+�•• 1OP CATCH`BAS�.50 - - SEE DETAIL PAGE �o CHURCH o cr L � Na 706 WATER VALVE (TYP) CLOB' �' " " " " " ' " " AO ADDRESS SIGNAGE i Q '- :: ' ' '- -- EXISTING N B O BUMPER BLOCK ....... -- --�2�45_BENDOWN EX. SAN. LATERAL TO BE e / o --� _ �---- -_„+ ....� _ ... A MAIN FLOOR ENTRY/EXIT REMOVED AND REPLACED G-2 Typ _ _ .. . 0 . W NEW 4 PVC LATERAL "45' BEND +�'�` - �' 8>� DI WATERLINE • _`_ -.._ - - cow CURB f0prATLIR. B��•„ - - �_ N T H 0 F C O CONCRETE SIDEWALK G PROPOSED D.I. MATCHLINE N E PROPOSED �� -' ABASEMENT ENTRY/EXIT COMP. F.H. �^ 8 WATERLINE METER 8 SERVICE i 22.5' BEND{ n TO BE REMOVED _ INv IN - 745.59 `iR'0'=751.tr7-- G1 INV OUT - 745.49 t86A ��.L G }� r'P G' �,� OD V.D.O.T. STOP SIGN / x :: "x6 TEE SANITARY SEWER VALVE (TYP) T o .-� BY DEVELOPER _ " R''' oa• / :" PROP. D.I.�� + U D.J.BALZER,JR. 9 012991 �,, OF 0 G FENCE/SCREENING NO PARKING -FIRE LANE SIGN & ` 2103 : ' ��, 6 WL * jv ♦ `�' �s 1 ��3 Kati g 0 \ ♦ / + M ,p � ��' s V SI EN ANAL - HO YELLOW PAINTED CURB HANDICAP PARKING & SIGN 1 STORY BRICK, STONE °• + R� i & FRAME CHURCH W/BSMT. - N FIRST FLOOR - 768.30 PROP. 20 WATER EASEMENT // S C EAN UT BSMT - 758.71 a_ + : - 1&0 P. : CEMETERY \ - / L O METER WATER 1 " COUNTY FORCES UTILITY CONTR. TIN °o• i + S • . ¢' .' .. / s v 1 0.0' SIDE YARD �� �s. C SAN MH T� - 753.89 INV OUT - 746.09 L BEYOND W.M. PLUMB. ."..".i;G�2 3- - + d0. _ AND ASSOCIATES IN © S CONNECTION BY PLUMBER SEWER LATERAL 4" UTILITY CONTR. EXISTING "s APPROX. -� . - _ _ 00, 00 INV.=754.43 P `"' + 10.0' SIDE YARD 180 LF RETAINING WALL •== " : � R� Y 0� ..=., :OQ. • K WO WATER LATERAL 1 COUNTY FORCES UTILITY CONTR. EXISTING I .� .t .. / 23. "� ' ' OPEN LAWN AREA '• ::: y ��-oo`' R48,�0 :.,,-•-•-:v,-�-�: .'. G .•. - PROPOSED D.I. r '` . ..... / 3 .' f PROPOSED . _ 87 8" WATERLINE K REFLECTING TOMORROW M.AMiERS • ARCMT©C1rS a DIVISION ❑F GRIM LAND �h :.'.' 1 STORY CHURCH :; o + _ W/BSMT. / TM 63 A PARCEL 18B • ENOMIEERs SURVEYORS * NOTE. CG-12 CURB RAMP LOCATION SHOULD BE FINALIZED BY VDOT INSPECTOR. _ . MAIN FLOOR-768.30 ZONE, R A �' ' ' .. ' ' ' �'': BSMT-756.71 - / .. - , : } ,. o /� 1205 Corporate Circle Roanoke, Vlrpft 24018 - • . -� �I 'Y. T. _.t1s'� FUTURE EXPANSIO T / rZ1 •` `'�� °� CG-6 Typ .y2V - 755.55FAX Phone: 540/772-8580 540/772-eo5o * NOTE: ON THE A FLOW PRESSURE TEST MUST BE EXISTING WATERLINE LOCATED IN OPEQUON PREFORMED ON THE �• • • • • • • • • " •_' ' '- - .=' AV CHURCH LANE. Qo.' ... • . • iti ';� 6 / ' 501 Road �• _• H�' o i +- �` . ,�, VImk4a 23236 THIS TEST WILL OCCUR WHEN WEATHER PERMITS AND ANY CHANGES oo R10.00 O y'1 / - �/ ,; _ . ... ? ' "2 B>FPi� • Phone: 804/794-0571 THAT RESULT MUST BE APPROVED BY CITY OF WINCHESTER o_....•.__. .'_'.'.'_'_ _ _ . o o DEPARTMENT OF PUBLIC UTILITIES. .. • B �, C - r ao: �+ p TM TOP 9.49 3 f . �'. ... . O g. % INV 75 .00 �.` * NOTE: OVERHEAD POWERLINES FROM PICNIC SHELTER SOUTH -= _ \,0 �3 �Q FAX 804/7Y4-2536 8W Toohrx*W Park Drive Swte 2W SHALL BE REMOVED AND REPLACED UNDERGROUND. �','" ".' ' - • �"' •`' o' •_ '- j_ O S ' ` ' 0`C " ..'.,..... h�_ . 00� �{ / \ �O hone: 804/553-013 FAX 804/553-0133 ® \ S N Y D E R LANE ... _ . _ _ _ -7. • _ _ _ o, ... _ _ _ , _ POINT IN STONEWALL • .. ?i6 nj -�-'�� 113.2�1'1 t` VARIA$LE WIDTH _ �v :....' C' fLh- 8"�5" • €AND �i a,r_.�r SAN MH TOP 746MI ' 102 Hubbard Street Blacksburg, Virginia 24060 _/.$ ♦ pO 8"x6'.' .RED. °- iP` i P -R4°50 0• .. O 3 �Q ❑F GRIM LAND , ""-- P -_.._ h Typ' CG�y ` S, Q OLD ROADBED - ` '��' "� r �INV IN 740.60 INV OUT - 740.50 P Phone: 540/'961-0961 FAX: 540/961-0962 (6)PROPOSED LIGHT _ • .. - - ..... _ \ ,` ! °� :.: ' ..' PROP. O� ZLNTI RA ` P P---P 3� / P . ... --_. --"-"-"-"-= - 6- - - - - - - ;" .'. -"- .. -"- . . • ' o. �ti`��' g0 �\ \ \.O� �03, �Q ,�%Q� ,-- .,,,,,�� G ..i S O4 9' W H ,./ POLES - TYP. :-:._.:.'.' .:.:.:.:.. °`:::: . _'_".'_'_ .'_'. _ . _ ROPOSE 3�j OHO SOG - Q �- . ` COMP F �. d CITY OF WINCHESTER t CC�f - _ �... f C W. H ." �P r .. '_ o W� 6�,, \ �O� 3 �Q a ` ti. rO ` �F, /] / Q Jl�`S AGE RUN"' 71 ��., _ .... _ _ _ _ _ .. . - - - - 4•-•-_-------.-•- • - _ -_- _ _-_-•---a�$o-.••-�P �Q / CONC MIDGE � 0 ----- tea....... C Ilk ti J / h �� / F214.90 • ... .� �P ft4:54 / .. _�` �O ... BACK CREEK DISTRICT FREDERICK COUNTY v O �9-:_-.;._ _ 6 ^ cA �$ ISO �OO �Gj� E (TYP) a P 4 a PARCEL :....:.. O �3 Q L �R / '� = 19A ��P 2 I < Q U z 10.0' SIDE YARD 7. CG'=2.'.'.'.'.. ., ........ �j •t d / 3.87 ACRES p /' b� \ z �► �p ... \,, �Q EXISTING ,,......' f' 19 Rem HOUSE . - - • - • --�,� -� S ,� _ . _ .. - .. - � �► O� � 2 RELOCATED PICNIC SHELTER � � � 9�� OPEQUON W F= to F I 25.0 REAR YARD �d.'. (�13/ SERVICE TO U ..... J�� \ Q PR ND .'.'.'.'.'. \'� ti ELECTRIC PROPOSED 9 YP" " \ ��(. r SF'G ......... • •• Pv ti� ................ .............. PICNIC SHELTER ....................... + 'v F W Go Q z OU C/) z CROSS CREEK VILLAGE .................. .. ,O O �,� Ptia.• �I-Irk3�PQ �PV / .............. s .. ............ cF�F��� APPROXIMATE LIMITS �� ............. ......... . Y W Q �' U - w TM 63 A PARCEL 40 ZONE: RP .....,,,,., 100 YEAR FL❑❑DPLAIN ,p ? �,O 00 ................................ ......... r� �' o '°o. ®.���' IVISION OF GRIM LAND e � " " •••••...... ZONE A2 APPROXIMATE LIMITS .................. ••••••••• •�•' O TM 63-A PARCEL 18C tit 3 // h z 0 0 Ir E rti� ... ...........................500-YEAR FL❑❑DPLAIIy...••••••"'••••..,, S Z❑NET RA �•2�i g -- 'UL ................................................. ZONE B / + CREEKSIDE VILLAGE, L.C. E >'" D Q .............................+ / ` I "" D.B. 967, PG. 1803 .••.TM 63-A, PARCELS 20, 21 & 23 a- �j Z❑NEi B2 CLEANUT PROPOSED UNDERGROUND 4Q �QG / �� Q�p� ELECTRIC SERVICE TO I PROPOSED MULTI ��' �� kI& EX. & PROP. CHURCH PURPOSE FIELD C_ ,3f + 2 SAN MH TOP- 750.13 INV IN - 742.18 I INV OUT - 742.08 0 DRAWN BY: SMS 0 i DESIGNED BY: SMS N 4M 1,r33' W N 85. ,28, / + CHECKED BY: DJB �D.71 - 10.0' SIDE YARD D � L DATE: 10-16-02 REVISIONS: 2� Z2 \ io -- - .._1 ' +. / ASPHALT SURFACE O e►b c g TO REMAIN Z RELOCATED HISTORICAL SIGNS ' S 1-30-03 3-27-03 TE FORM GUTTERPAN AROUND M.H. \W� 283�8�1N MH TOP - 752.62 NEW TOP=758.78 $ H �_ - __� INV IN - 744.97 x 6 EX. SAN MH TOP - 760.22 / !P PAVEMENT TO MATCH EXISTNV OUT -.T__40 `-`- �N's1�Y%..�7,�8 INV-75o.s4 �'`�' SEE DETAIL PAGE) PE CHURCH LANE "- - TOP CATCH BASIN-753.50 I r�l - 75a5� ' ' ' ' ' B ......... TIE TO EX. 8 WL o / <rE 7116 WATER VALVE (TYP) CUR_ ....... - EE LIMIT 23 MPH " EXISTING SCALE: 1 "=40' --- ____(2)8 45 BEND • • • • • • • . mom 8 DI WATERLINE � - �'" EX. SAN. LATERAL TO BE •�•' o • • .. .' _ --� _____'"""'- ••• REMOVED AND REPLACED G-2 Typ o ' . ' ' oo''_ o'_' ' ':' ' - -` -�` "` ---- -- ... --- = -� CONC CURB °. TOrr'-' - - ------ r/ATCW 4 PVC LATERAL �= _ "45' BEND +�`-"' G 40 0 40 80 120 SHEET N0. A PROPOSED D.I. H L I N E COMP. �-' » EX. 5/8' DOM. A' 0 8 WATERLINE TO BE REMEVED INV IN - 743.59 ` iRP-�Sl7- - i "22.5- BENDI ® INV OUT - 745.49 �� VALVE (TYP) AC 3 T. A,3"x6" TEE RARY SEWER 4.R N9 " ' Scale 1 40 JOB N0. R0100078 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 16 17 18 19 20 21 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 19 20 i c I (o `----I��.WqN hIA Td'r 752.6��_ 4 TE PE r `- Of ""'���+e �. _ INV IN - 744.97 ♦ ---1 A, -------------- STRUCTURE SCHEDULE _ _ _If EX. SAN MH TOP-'l60.22 / 1 I , _ _ 4NV-750.84 N MATC H �� N E INV DUT .32 �,, \�PEQU[]N CHURCH LANE �'� _ - _ 8 .._ TOP CATCH BASIN BOTTOM 0.5� / / �p i �_- �+ STATE ROUTE p�.i7 - 1. 15" NYLOPLAST INLINE DRAIN 2� / / ' co ___ J SPEED LIN17� `�� WATER VALVE (TYP) TOP = 754.68 / '-- - - -- �, / - OEM 2. 38,51 LF OF 12" HDPE 02.30% � -�_--- �, � � -_--_` ` ~ _ --- - - / -� CURB INV. IN = 752.16 INV. OUT = 751.28 \ \ �' �/ / q �� j ��, ; \♦ `\\\ `` - _ TOP 3. DI-3C, L = 10' / / `----- ME INV IN 745.59�=_iRv=752'o-7--- � ' / / / �� `. � � 62 + � `.. `� TO REMOVED - 745.49 � M TOP = 755.84 \ ,-' J ,'' s `� t ®G VALVE ATC H L I N E U� 5� 7 , \ ` t T J 4. 289.15 LF OF 24" CL III RCP ® 0.5% \ , '' / -- / �� i j� + `�\ ♦\ U INV. IN = 751.18 INV. OUT = 749.73 768.3 5. MANHOLE \ / I , �� 1 ✓011 10' TOP = 760.75 \ �/' 581 STORY BRICK, STONE , r �.. , , _ -- •� t f-' ,� .61 & FRAME CHURCH W/BSMT. I I/ �j S ,.' ,' ', ' Ole 6. 162.31 LF OF 24" CL III RCP 0 0.6% ` 755.8 58.71 FIRST FLOOR - 768.30 ++ r J ' 755.34 (0 758.71 BSMT - 758.71 ,� i , ,�/ INV. IN = 749.63 INV. OUT = 748.60 \ ��•f ,' ' 4. CEMETERY / �� ��•' �,0,0,' 7. MANHOLE '' TOP = 755.50 0,cS ,' .'', ,' , ' ��♦ / i �,e�� .'' ,' ; 0SAN MH TOP - 753.89 J ♦ t / f �� ` .'' ,' i' INV OUT - 746.09 8. 300.00 LF OF 24" CL III RCP 00.5% 56.7 INV. IN = 748.50 INV. OUT = 747.00 ,' /. r .' P, U D.J.BALZER,JR. 9 012991 %�OMAL EN�1 TOP = 763.48 / S / 7 .6 j / l' i ,' ,' REFLECTING TOMORROW K / / ' �Q ' '' , '' '' 0'' ,' K 10. 196.60 LF OF 15" CL III RCP ® 2.9% ,'' 60 ;' ; / '.01 ,' ,1' ,�' PLAM1ERS • ARCHRWFS INV. IN = 759.48 INV. OUT = 753.83 / / / `� ,� i 56.7 768.30 /1 i + l / / / / '' �'' '' QI ' �VEYORS J r I ' ,� ; / / / / / 6 cS / 756.7 66.50 , / �`�. / / / DIVISION OF GRIM LAI*PI� ��°`, ' 1-STORY CHURCH? ; , o/ /� ��kK,/'',,'''540/7n_� PARCEL n � '°' '�� / '' TM 63 A '� W BSMT. , / FAX- 540/772-&= Z❑NE1 RA / MAIN FLOOR-768.30� / / / 768.30 BSMT-756.71 761. _ J / 76 ' 68.20 768r�1 / ' �' \ ''--- -' J 5ldwnwna. v R 2323e ,1 - , , %��Al000' ` --4 V - 755.55 Phan eo4/704-os7t 0' - 767.80 r / / ' FAX: OU/794-2M 767.8 f16d , r / / �,' ��4+ ' , ' • 7.$8.30 768.20 , ,� --- ------------ WO Te&moloW Park DrIm 0'.1 10' 'Ci fiMn NNn 23059 III IHI G 4, F , s� 0'E CROSS CREEK VILLAGE ,,---' \ M 63-A - PARCEL 40 ; r� Z❑NEI RP i' 0' , 1 (0 766.88 , TM T� 59A9 i 7 \ `r \ INV ='7 .oO -.` �� C` ,� W FAX: 804 553-0133132 �O :7 , \,, / 766. 6' --�- ,��p� i i ; I �� ��\ POINT M ;7� VALE _ �• ' 4'--' S vA DAB R LANE ,� I 102 Hubbard Street E WIDTN 1 , / 'L ,/' i •�.�s _ _ StA1V t�i�i TOP - 746'S1 Blacksburg, Virginia 24050 -� I ' "' ` '' vl �. P CNI <- INV IN - 74040 1 Phone: 540/961-0961 6 6. - F GRIM LAND i'' S� --e �p -_ _ `new` -t+�:- So I FAX: 540/961-0962 ' J / , / LOT 5R ' Q- __ n Rna'DBED _ P P /-' 4, ` T' 3 .P Z❑NEI I RA-�;5� , - ------ ------ - s•la4 P -----_ �{ n �q� ',/ + 6 .35 I , ` J j� / / ' ice/'-. -_` - ` `� e � �k ,76 -•-_ _ - -% _ _--S 04.03'59' W - `--__--_- k ' ♦ E. , ' •" '� _ ��� . _ _ •� I -- d CITY OF VINCHESTER I --- H III 11allI111111111 771•�- P i X7172 , 3.P -----------------'______-- `.30.02 - ., ;� --- y,, jl L-<768 ; 3� O SO ga--i CONc BRIDGE P a `♦ - '--� -�- eL� _ `,PACK CREEK DISTRICT FREDERICK COUNTY ,♦ <00, O.` �P g3 (TYff) r -� \ d P i \ \♦ ♦♦ �t ♦ 1 PARCEL 19A o - U �` ; ,, ' ,� O'� OO �//� / / •� / P .,�P tit _; ,Liz` `' $ �' /Q �" i / �/ (� i A `t I 3.87 ACRES �h�,`/ /+ `�� \ z z I-- CE ti r (o f�LQ / l / � i � W o / / _ _ F w` \s� gh2 O� �03 Q 't� 5� / / 4_ ,,�, `'••4 i.. ''•.....52.........; W Q Y �� �♦ S�G // j/// ',S• •• �� 745/ / Q (� XI -II. -III -\- CL v. ISION OF GRIM LAND �, ,,, / / ♦ • ............. % \ g3 / / z W / TM 63-A PARCEL 18C ti9 1-1 / '0' ` ,�/ p LL 40NEi RA le .............. C , L.C. r •.. „�. / / VILLAGE 0 v1 -10 745.82 D.B. 967, PG. 1803 L11 // TM 63-A, PARCELS 20, 21 & 23 0- //`�`1hN',`'� / �i ZONEI B2 `. /� r Q �'♦� ' / CLEAN -OUT / �/ _ \ ' / / SAN MH TOP - 750.13 ♦ t r1� .�� /, ' / INV DY - 74218 D MATCHI INE UTI 7 �,•' -`�� �` � ! Q� �O �t'�� /i / (I INV OUT - 742.08 DRAWN BY: SMS 74700 // ,''+�/ DESIGNED BY: SMS • ---- / / -'"-- % � ; ' � CHECKED BY: DJB N 47• 31�33' W - ___/ I L - /��, POND OUTFACE -PER VESC (SPEC 3.18) DATE: 10-16-02 Sim; �� �'" J ;`' La =12.0' REVISIONS: o . t ♦ t ' D50=6 - - 145 3-27-03 Z / i C° i -"� •- - W 283,84 MF7 TOP - 75262, _ - - , 1 D o =1 0' W =13.0 co _1 \\ INV IN - 744.97 k r---------------- 0 0 IN OP QE U❑ `` _- - `. --- ' ( _ 3Do=3.0' B N CHURCH LANE -- - - -='r a ..,�_ ` TOcATOCH BASIN-753.50 i� 0_ / 't I STATE ROUTE NO,i _ - �---- -- -• o --`y`----- . WATER VALVE <TYP> �/ � QIIIIIIIIII, 0.,_SPEED LIMIT 251W#1 • -- _ , ' SCALE: 1 =40' S ' '- 8'28' a _. , _,_, ---`-__.z=-_.. • ------ '��'--•--- .._ _ � cowc cuR,$ 16 SHEET N0. ."~ - 61 1 �, TOP�Ai1�T BASIN�5390'-"-• - -� 6 `♦ ` ----- \`� ME R INV IN - 745.59`-_jr- iRP-'75fo-7-- - 40 0 40 `.``` `.`\ TO REMOVED ®GA VALVE < - 745.49 _ A ,,ATCH 80 120 pC4 'VI INE '� ` t, i � 1 `�` `♦ i ���.R g, T ,I� 1 /�, 1. 1 .. % Scale _ 1 - 40 JOB NO. 7 1 8 1 9 1 10 11 12 1 13 1 14 1 15 1 16 1 17 118 19 20 1 21 R0100078.01 1 2 3 4 5 6 7 1 8 1 9 10 - 11 12 1 13 1 14 1 15 16 17 18 1 19 1 20 1 21 cG-u ® 7' MERE STD. CG-3 OR . CG-7 IS USED. �,I 4'-0• STREET APPROACH SAME ` J A —I SURFACING AS MAINLINE A PD 4 •N ..-" SI . CGCG_6-2 ®6' 121X MAX. 48d MAX, SHOWN tRADIUS TO BE As PLANS) +y Cl C ROADWAY (RADIUS TO BE AS — zo. t maAD Cum SHOWN ON PLANS) , (� B \ POINT IN ;TM WALL -� �113.24' PAST S vY D E R LANE N e IF� OAIlBED N • y ST•D fX;-]2 CURB AND GUT / 1 ,- / �'"� '�"�� a_ C SECTION A -A (STD. CG-6) I j — VARIABLE WIDTH{ TOP _4p746p6f- A3 DOWELS, s LONG I Q CLASS A3 11 \ DIVISION OF GRIM LAND ; '5.� /}'` p R --+� 1- P—_�---III pN�� IN 7Tgp >rOLD M .3'-0' 3'-O'M�IdM1 COtNST� IRUCT �N JOINT 4' SIDEV aC EONL'SRfTE / ' I l_- — — — --- MM ► in FLOIDNAL ` L�T 5R ' / //' _--� `---------- M. LgPE CONSI � 1 .HINT FLOW LINE ZONE, i RA ' ' / - - — _ . ' • ' . EXPANSION�10 4f EXPANSION JOINT '� ' J / / P- B B SECTION B-B A - �� — ----------� / / !� / , _------------- NOTE, �_- 9I' �= WN ON TYPICAL RSAS `� MAINLIK ROADWAY SECTION C C '�"�---` ` • /,/� -��� • �•--'� ----- 1 6" ®LIMITS OF E7RPQSED AGGREGATE SIDEWALK PLAN VIEW ----- ---- ' �� = ==��� ----5.04`�•03'S9' Wj. y- d CITY WINCHESTER 'A ` j j=�i c - Z: - - - 0.02' - Y of w rE f J ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS — — ' , UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT OK CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ^ ` �— -- PATH CONNECTING ALL ACCESS ELEMENTS OF A ' O\ S 1 ��,,EE \ �`--_—.. •- �}.�' _ .Vie Q TANGENT PLAN FAttlm THAT CAN BE MPROAdED, ENTERED AND ` , USED BY PERSONS WITH MOBILITY IMPAIRMENTS. j WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE 5�.-- // CONC BRIDGE - � � TT �H� T Ep Epyy M M TICK TRAFFIRCEOHPi�H°�vAaT.K n" Cllt2B �7 /d / \ ` P9a \\ `' `-•.. 1 �... 10' PARABOLIC CURVE RAIDS WITHIN TIE LIMITS � THE RADII SHOULD BE IDS 8 MAX, D INCREASED TO 7•. �/ / / ` d `IBACK CREEK DISTRICT \ NOTES . EDGE13OPTIONAL FL LR C ` /�,//♦y CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING <18' WIDE) �FREDERDCIC COMITY THIS DESIGN TO BE USED FOR MOT�F�LUVDFs VMIT PRO.iELEASE �j i-.�..� _ 1 CIA= K am=vrx REallRED AT TOP 1F CURB RAW. NDNINIM CURB RAW LENGTH 8' FOR NEW CONSTRUCTION, 6' FOR MAINLINE ROADWAY g � ALTERATIONS. SLOE D \ ` ` \ CURB RAMP FLOOR TO HE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL MAILIW PAVEMENT SHALL BE CONSTRUCTED ' -- 1 �4¢ C Y> P \ 1 \ \\ \\ DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH [IF THE RAND FLOOR (RAP FLOOR MAY BE 40' MIN, STREET D TO T!E R/V LTIE EXCEPT ANY SUBGRADE / / / i �� /I PRECAST OR CAST IN PLACE ). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE STABILIIATION REQUIRED FOR HAM Mti� 3' N amttvAvcll FINISH RAW SMALL NOT EXCEED A MAXIMUM SLOPE OF 12.L O' DESIRAENT FO( C�IERC PAVEMENT ENTRANCE.) CAN BE O4TTED IN (I ��' SIDES OF CURB RAID MAY BE POURED MONOLITHICALLY WITH RAID FLOOR OR BY USING 6FAdCE / / / ,'\ \ \ a \PARCEL 19 A PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. SECTION A - A ® RADIAL CURB DR COMBINATION CURB � / / TYPICAL PLACEMENT F RAW FLOOR Is PRECAST, NOES MUST BE PROVIDED FOR DOWEL BARS so THAT ADJOINING FLARED AND GUTTER SHALL NOT BE CONSTRUCTED / / / / `\ /_1 3.87 ACRES R/W LINE EXCEPT FOR / t �� �V ' I OF D.J.BALZER,JR. 9 012991 kkpIoo AL EN TYPICAL PLACEMENT AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FtmR PRECAST CONCRETE SW L GUIDELINES FOR GRADE CHANGE D BEYOND TIE AT INTERSECTION BE CLASS A-4. REPLACEIENT PURPOSES WITHIN CROSSWALK WITHIN CROSSWALK gpM ARE TO BE NO. 5 X 0' PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAP !;WITH BUFFER STRIP�FLOOR, MOD -DEPTH O' RAMP FLOOR. MINIMUM CONCRETE COVER 1Y. vHEH USED p� TIDN V TH sTANDpH�p / /�j ZSJ�E'1��5��, ' �\ '' ` \` L CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CElENT STANDARD OR CFr7.� B TE ON TARS (\ c, ENTRANCE VOLUME DESIRABLE MAXIMUI STANDARD IS TO HE ADJUSTED TO MATCH THE / / \ ' CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEVALK, COMPLETE -IN -PLACE. MOUNTABLE CURB COFIGURATTOI , / CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAPS ARE INCLUDED IN PAYMENT HIGH <MOE THAN 15M VPD) 0 % 3 X / \ \` Q'� �' L SEE STANDARD CG-12 FO2 CURB RAMP DESIGN / /,/�� \♦` \ t I)ALZU FOR CURB/CURB AND GUTTER WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS MEDIUM (500-1500 VPD) S3 X 6 % TO BE USED VEIN THIS STANDARD. TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION LOW <LESS THAN 500 VPD) S 6 X 3 % PLANS ARE TO INDICATE WHEN CONSTRUCTION OF / CURB RAMPS ARE TO BE LOCATED AS SHOWN ON T1E PLANS 1R AS DIRECTED BY THE ENGINEER. A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE ` / / / TNEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROM WITHIN THE RIGHT OF DRAINAGE ACROSS THE ENTRANCE. ``� / / \ / / _ WAY [F A HIGHWAY FACILITY CROSSES A CURB REGARDLESS ON WHETHER SIDEWALK IS EXISTING. \�\ S 1 ��/�=�"� - PRtmOSED, (R NONEX[STEM. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS PORTIOOPTIONN_ F GUTTER E HAY RECLU E WARPING OF A OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BOOM VEHICLE STOP LIES. PORTION OF GUTTER TO PRECLUDE PONDING � WATER / / P DIAGONAL VARIATION EXISTING LIGHT PMES, FIRE HYDRANTS, DROP INLETS, ETC. VILL ALSO AFFECT PLACEMENT. / - SPE. TION PERPENDICULAR CURB RAMP RISTRE" - RE.CIFICAE sPECIH�cATI METHOD OF TREATMENT— / / S / / 7 ? \ '� } REFERENCE (ACCESS FOR MOBILITY IMPAIRMENTS) C❑NNECTI❑N FOR STREET INTERSECTI❑NS / r VIRGINIA DEPARTMENT ff TRANSPORTATION s� AND COMMERCIAL ENTRANCES DIVISION OF GRIM LAND / K N H F E& VIRGINIA DEPARTMENT OF TRANSPORTATION 203,04 • / / \ TM 63-A PARCEL 18C �ti9 / \\ f. \ \ --S k`' // K AONE, RA CREEKSIDE VILLAGE, L.C. D.B. 967, PG, 1803 „— �,. ho �oQ� TM 63-A, PARCELS 20, 21 & 23 DA E —0.47 AC r ,/ ��o�,� - / / ZONE, B2 '♦' CLEAN -OUT ' O�� / ' // / SAN MH TOP - 75OA3 I / /nL✓, INV IN - 742AS \ / /,i-'��00 INV OUT - 742M J 400 N 47.31'33' W-- / iFl �85.58'28' \\` �� IPS IDS ` `♦ ♦, ■IR — — — — — — — - 4CD I N / t O PELT S 1 p ► \ ` I / R , , / iREMAIN Z J 1 1 1 \-� ' r I N SIN r t c0 li IPS —�..� 85 8.2$' w _ 283.S R-111P-752.62♦ . _ T I / M I (� . �� INV IN - 744.97 /--------_-_ EX. SAN MH Tom' /`.-- ----- INV\Of EQUON - - _ IPS INV-750.84 BOTTOM - 5os7 �� ,\ i / CF-fU�H LANE - _ - - TOP CATCH BASIN-753.50 �/ STATE RWTE W�,706 WATER VALVE -CURB ` _____SPEED LIMIT M 14pM -,- / --- , �`�3 '-" �"s - - IPS COiF CURB H 9' 6' ♦ �., \ � TOPS B7iSIN=7533Q--'-- — \EX,\5/8' DIM — \ INV IN - 7 ,=_ iR17=75tA7— -- MET 3 SERVICE ►. INV OUT - 74549 TO REMOVED 4549 GA V9LVE (TYP) i \ ---'ix Lf) .41TOAY BRICK, STONE I �/ } I - — -- f J ' ; +� ; DA» D"= 0.08 AC �� �� \ �& FIRST FIVORCH 768.30 . � FIRST FIxIOR - 768.30 ,+ �, / // (0 / BSMT 758,71 CEMETERY 0 50 100 150 POST / �S , , , \ / , , F� S -,-',,�' � ' ` SAN MH TOP - 753.89 / / , // �♦ I' / �p ,� ,' INV OUT - 746.09 Scale 1 = 50 OS'39 AC CD *4 1 - - - I I" , -0-041 � 40 6 DIVISION OF GRIM LA�4I �h4- ' pp _7 d t �-'"de, �' /STORY HURCH' TM 63-A PARCEL l�'B.'1 W/B MT. �+ 1tO ZONEi RA,-' Mane FLo-768.36� / 6' �T—F56.71 , 76 1 -.1100 64 ,-'' 1 / / -- / 1\\zz .ololi - TIN J7 5crCf oll B 762 1 L /- / c 69 Q 0 Q QO P 19 5.2 '772 gb'Z �\(013 10?SOG�10 CROSS CREEK VILLAGE ,--- ' F+1, A / TM 63- - PARCEL RP40ZONA ' $�QO� A POST / 1 2 3 1 4 1 5 6 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 16 17 18 1 19 20 21 50 REFLECTING TOMORROW PLANNERS • ARCHITECTS ENGINEERS • SURVEYORS 1208 Corporate Circle Roanoke, Virginia 24018 Phone: 540/772-9580 FAX: 540/772-8050 501 Branchway Rood Richmond, Virginia 23236 Phone: 804/794-0571 FAX: 804/794-2635 SW Technology Pori( Drive Suite 200 Glen Allen, Virginia 23059 Phone: 804/553-0132 FAX: W4/553-0133 102 Hubbard Street Blacksburg, Virginia 24060 Phone: 540/961-0961 FAX: 540/961-0962 I U W _ � Q U z z 0 � �. cr Q CL U > CE W Cn W w O � W _j a. z U Y � W Q 2 U fr z Q U) 0 O z Q w U_ D Cc 0 p W a_ 0 DRAWN BY: SMS DESIGNED BY: SMS CHECKED BY: DJB DATE: 10-16-02 REVISIONS: 1-30-03 3-27-03 SCALE: AS SHOWN SHEET N0. C5 JOB N0. R0100078.01 1 1 2 3 1 4 1 5 1 6 1 7 1 B 1 9 1 10 11 EROSION CONTROL GENERAL NOTES CONSTRUCTION NARRATIVE - PHASE 1. PRIOR TO BEGINNING CONSTRUCTION, AN ON SITE PRE -CONSTRUCTION MEETING SHALL BE 1. CLEAR ENTRANCE AND INSTALL GRAVEL CONSTRUCTION ENTRANCE AS SHOWN. ALL HELD. COUNTY OFFICIALS, THE ENGINEER AND CONTRACTOR MUST ATTEND. APPROPRIATE CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA SITE CONSTRUCTION ENTRANCES N OFFICIALS MUST RECEIVE 48 HOURS NOTICE PRIOR TO SCHEDULING. ONLY. DURING WET WEATHER CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES SHALL BE 2. THE CONTRACTOR IS TO NOTIFY THE COUNTY ENVIRONMENTAL ENGINEER OFFICE 48 HOURS REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING HIGHWAY. PRIOR TO COMMENCING WITH LAND DISTURBANCE ACTIVITIES. 2. CLEAR A STRIP AROUND THE SITE PERIMETER FOR INSTALLATION OF SILT FENCE. 3. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 3. INSTALL SILT FENCE AS SHOWN ON PLANS. CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE 4. INSTALL TEMP. SEDIMENT TRAP #1 AND DIVERSION DIKES AS SHOWN ON PLANS. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION VR 625-02-00. 6. INSTALL TEMP. SEDIMENT TRAP #2 AND DIVERSION DIKES AS SHOWN ON PLANS. 4. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL 7, COMMENCE CLEARING OF SITE, STRIP AND STOCKPILE TOPSOIL AT LOCATION SHOWN ON PLAN. M TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 8. INSTALL ROCK CHECK DAM AT CREEK AS SHOWN ON PLANS. STABILIZATION IS ACHIEVED. 5. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 9 COMMENCE GRADING FOR DITCH ALONG NORTHWEST PROPERTY LINE TO CREEK. SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL 10. COMMENCE DEMOLITION OF EXISTING STRUCTURES, GRAVEL, PAVEMENT, ETC. AS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT SHOWN ON DEMOLITION PLAN SHEET C2. FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT 11, COMMENCE CUT AND FILL OPERATIONS. STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. L 6. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE ENVIRONMENTAL ENGINEERING DEPARTMENT. 12 1 \ DIVISION OF GRIM LAND LOT 5R ZONEi I RA -- _ -1 i Apf -_-_r..._- .-_-. -.r-.y ` 50, 20 0 18 1 19 1 20 1 21 _ ICI ------ - v SNYDER LANE .24' POST VARIABLE WIDTH ' P OLD ROAD_HED----�- P '�-------_.. � -1 _ `�1 W ``. _ _ a / CITY DF WINCHESTER iI'-- = `�' a�""9a e• \BACK CREEK DISTR d %FREDERICK COUNTY / ► L `~�`� a.1 `p 1 PARCEL 19A �� •.� `.\`�., �/� / /� ► / \ ``, 1 3.87 ACRES P I / ta°1� C D `� SF .,< I ". ter i!% ' ii- �1­7 I- �121 DIVISION OF GRIM LAND 3.01 SAFETY FENCE SAF TEMPORARY STONE 3.02 CONSTRUCTION C E ENTRANCE J 3.05 SILT FENCE F 3 Q7 STORM DRAIN INLET PROTECTION I P I 3.08 CULVERT INLET PROTECTION C P 3.09 TEMPORARY DIVERSION DIKE D D TEMPORARY 3.11 RIGHT OF WAY E)DIVERSION TM 63-A PARCEL 18C ,tie Z,ONEI RA CREEKSIDE VILLAGE, L.C. i "� - D.B. 967, PG. 1803 A TM 63-A, PARCELS 20, 21 & 23 Z❑NEi B2 000 F N 47.31'33' W20.71' 85 58 28 • ' / ,' +.' / IPS IPS • , / M418 I � ti • / r[ I ► � in 4 11 %\ / C. o iI co✓1 ► I ( _IPS `\` - �.-..e_� __.,- _ 283.84' J-+ ' ------ / 1 150 UPEQ ON CHU R NE- - - - IPS L 'r ItIf it STATEC LA` - / MPH IPS -"- Ile t 00, 3.12 DIVERSION DV // �J r ► / -''► ! SF TEMPORARY c ♦ / i i f ' , '':3'L G 3.13 SEDIMENT TRAP ST i STORY BRICK, STONE & FRAME CHURCH W/BSMT. FIRST FLOOR - 768.30 � BSMT - 758.71 �\ ,/ 3.14 TEMPORARY p - /' <1 CEMETERY SEDIMENT BASIN S B POST 3.18 OUTLET PROTECTION F 3.20 ROCK CHECK DAM D /� , / 3• /' ' DIVISI❑N OF GRIM LAI�I� kh°` --'" ,'' -� ,I,moo, TREE PRESERVATION TM 63-A PARCEL j PROTECTION T P >�$ Z❑NEI RA,, / E b°/ i / / i DD -'--- 50 0 50 100 Scale 1 " = 50' , ♦' i �''/ /' / / \ „ / f ,' r TOPSOIL I / F.` P �STOCKPIL % , �� .� (21 RQ �00 POST • O� ��S3' .r /"\ P C E L 19 0 Q 2 5.21 ACRES ti CROSS CREEK VILLAGE,-- ' A TM 63-A - PARCEL 40 Z❑NEI RP >r�, POST / / 1 2 3 4 5 6 7 8 9 f[•] 11 SOIL MAP 100 0 100 200 300 Scale 1 " = 100' 14 1 15 1 16 1 17 1 18 1 19 1 20 1 N g-4s �Lmx of f D.J.BALZER,JR. a 012991 IM REFLECTING TOMORROW K PLANNERS • ARCHITECTS ENGINEERS • SURVEYORS 1208 Corporate Circle Roanoke, Virginia 24018 Phone: 540/772-OSW FAX: 540/772-8050 J 501 Branchway Road Richmond, Virginia 23236 Phone: 804/794-0571 FAX: 804/794-2635 880 Technology Park Drive Suite 200 Glen Allen, Virginia 23059 Phone: 804/553-0132 FAX: 804/553-0133 I I 0 E E 102 Hubbard Street Blacksburg, Virginia 24060 Phone: 540/961-0961 FAX: 540/961-0962 S rr U r U r z Q I Cr w O COIr � z w fr U a- z z O O cn D O w w 0- 0 8 E- 0 U > vJ 0 j w O Z U Y =U oC U) 0 M LL DRAWN BY: SMS DESIGNED BY: SMS CHECKED BY: DJB DATE: 10-16-02 C REVISIONS: 1-30-03 3-27-03 B SCALE: AS SHOWN SHEET NO. C 6 JOB N0. R0100078.01 1 12 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 EROSION CONTROL GENERAL NOTES CONSTRUCTION NARRATIVE - PHASE II 1. PRIOR TO BEGINNING CONSTRUCTION, AN ON SITE PRE -CONSTRUCTION MEETING SHALL BE 12. INSTALL STORM STRUCTURES #1 - #10 AS SHOWN ON PLANS. ALL STORM HELD. COUNTY OFFICIALS, THE ENGINEER AND CONTRACTOR MUST ATTEND. APPROPRIATE STRUCTURES TO BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. N OFFICIALS MUST RECEIVE 48 HOURS NOTICE PRIOR TO SCHEDULING. 13. INSTALL STORMWATER MANAGEMENT POND AS SHOWN ON PLANS. 2. THE CONTRACTOR IS TO NOTIFY THE COUNTY ENVIRONMENTAL ENGINEER OFFICE 48 HOURS 14. INSTALL INLET PROTECTION AS SHOWN ON PLANS. PRIOR TO COMMENCING WITH LAND DISTURBANCE ACTIVITIES. 15. BEGIN CURB & GUTTER CONSTRUCTION. 3. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 16. ONCE CURB AND GUTTER IS INSTALLED, REMOVE TEMPORARY SEDIMENT TRAPS. CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE 17. BEGIN BUILDING CONSTRUCTION. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION VR 625-02-00. 18. COMPLETE REMAINING EARTHWORK TO SUBGRADE ELEVATIONS. PLACE BASE MATERIAL. 4. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL 19. VERIFY POND ELEVATIONS AND VOLUME AND REMOVE ANY ACCUMULATED SILT FROM POND. M TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 20. INSTALL ASPHALT ROADWAY. PLACE TOPSOIL. SEED ALL EARTH AREAS PROMPTLY. STABILIZATION IS ACHIEVED. 21. UPON COMPLETION OF THE PROJECT AND APPROVAL BY THE PROJECT ENGINEER AND 5. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN LOCAL COUNTY OFFICIALS THE AREA MUST BE RESTORED TO ITS ORIGINAL CONDITION. ALL SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL SILT FENCES ARE TO BE REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT PROJECT ENGINEER OR LOCAL COUNTY OFFICAL. FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR 13 114 15 _ 16 1 17 1 18 18 20 21 _ SNYDER LANE , 113,24' POST ` VARIABLE WIDTH ei_!7 DIVISION OF GRIM LAND '' G A <-___________; LOT 5R Q - OLD RCiADBE�p P - „I`� r_1L- - ZONEI i RA mob ' -- .. _ _ _ - - "-Se04'03'59' W - •�,___ 4RF l� - _ e - - CITY WIf�HESTER !� ------____----- � 01 � / =------'" ems\` _------'' .'=���, - - - - � BRIDGE - / fAac CREEK //��j // / • a `,FREDERICK e ` %\ to PARCEL 19A �\ f � e f-` / ( 3.87 ACRES p '�T bti2 C D Lk A / SF L 6. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN `-/ �a / / `- SF i \ sti�� , OP / / f '0' 1r THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION //�`'/ �52 \ ` ; i' �\ 4+// r CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY DIVISION OF GRIM LAND THE ENVIRONMENTAL ENGINEERING DEPARTMENT. TM 63 A PARCEL 18C ti°/►/ /� `\ \� r. / 8. ALL OFF -SITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE OF A LAND Z,ONEI RA c�?0/ LIMITS 0 ND GRADING DISTURBANCE PERMIT FOR THIS PROJECT. raj �/ CREEKSIDE VILLAGE, L.C. / K 9. ALL ONSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE OF A BUILDING //�''// ; - �.. + h�a' '7`-�., D.B. 967, PG. 1803 PERMIT FOR THIS PROJECT. / / �% o Q� IPs ! TM 63-A, PARCELS 20, 21 & 23 IME IW■ 1©■ 1®■ 1©■ LIMITS OF CLEARING AND GRADING Io■ / / / DIVISION OF GRIM LAbe TM 63-A PARCEL l8''B ZON zAy 6 / 64 , POST j ' �' kh '771P B i CROSS CREEK VILLAGE / TM 63-A - PARCEL 40 ; f� / ZONE, RP 49 1S. POST 1r 2 1 3 4 VIWIr• \u I. �'' "s ell IP J/ ��� �� ZONEI B2 if IF . e f N 47.31'33' W -_ / '' / / ,' ,'' Ile IPS (... IPS `` e i , J r p III � j 'r.....'...�,,.j-�� u,w_rY� � • `�1�.. ,- ' \ / % ,,,, / -_.r ITS I \\ i"R `i ...'. �.'rl.r_ ... .. ,u.,�9A• -"`. \` / Y r!r ------- I ^ �00JEQUd - - _ -- 706 IPS ; E l r STATE �E W, LANE- : 2r�0 �p SPEED LIMIT ZS' MFH 3 IPS --- -- _ -- I ' i / } � \°° i tip✓ /k'L,.� -' � , / , 1 STORY BRICK, STONE I i / ! \ _ -... _ ~ E ol & FRAME CHURCH W/BSMT. FIRSTBSMT FLOOR- 8.30 71 CEMETERY / IPS > , X wV o �e 1 S 'lam W�BSMT�HTURCH� �� MAIN FLOOR-768.30 , BSMT-756.71 r ,� �/� / ��\ i%/ " 3.01 SAFETY FENCE SAF ►1 \ \• 19 --- -I,O� \,\ 2 <00' 6- , ADO , i r / 5 6 1 7 of o �+ D.J.BALZER,JR. a 012991 0 El REFLECTING TOMORROW K PLANNERS • ARCHITECTS ENGINEERS • SURVEYORS 1208 Corporate Circle Roanoke. Virginia 24018 Phone: 540/772-9580 FAX: 540/772-8050 501 Branchway Road Richmond, Virginia 23236 Phone: 804/794-0571 FAX: 804/794-2635 880 Technology Park Drive Suite 200 Glen Allen, Virginia 23059 Phone: 804/553-0132 FAX: 804/553-0133 i 102 Hubbard Street Blacksburg, Virginia 24060 Phone: 540/961-0961 FAX: 540/961-0962 H TEMPORARY STONE CONSTRUCTION E / ENTRANCE e ! ; e\ 3.05 SILT FENCESTORM DRAIN S I INLET PROTECTION I P CULVERT INLET PROTECTION DRAWN BY: SMS DESIGNED BY: SMS TEMPORRY �Q PVC 3.09 DIVERSION AD KE D D CHECKED BY: DJB �Q 9$��� TEMPORARY c DATE: 10-16-02 � �p0 3.11 RIGHT OF WAY RWD REVISIONS: DIVERSION 1-30-03 3.12 DIVERSION DV 3-27-03 3.13 TEMPORARY (ZT 50 0 50 100 150 Scale 1 " = 50' Q Z U > ICE co W 0 Z Y Q U U) W 0 SEDIMENT TRAP B 3.14 TEMPORARY SEDIMENT BASIN S B SCALE: 1 " = 50' ri 3.18 OUTLET PROTECTION O P 3.38 TREE PRESERVATION & PROTECTION T P SHEET NO. C7 JOB NO. R0100078.01 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 9 1 10 1 11 1 12 1 13 114 1 15 1 16 1 17 118 19 20 21 N H _ tiT op vr� oho � 765.00 � D.J.BALZER,JR. a 765.00 012991 M M �NAL ENV1 w 60.00 760.00 00 LO 755.00 L 755.00 L I-) A--0. MIN qp"p If j'QLLJ AND ASSOCIATES 750.00 750.00 RG K U. 0 K REFLECTING TOMORROW - 745.00 745.00 PLANNERS • ARCHITECTS - ENGINEERS • SURVEYORS ry 1208 Corporate Circle Roanoke. Virginia 24018 - Phone: 540/772-9580 740.00 - 740.00 FAX:540/772-8050 J 501 Branchway Road Richmond, 23236 Virginia Phone: 804/794-0571 FAX: 804/794-2635 735.00 735.00 I I 880 Technok>gy Park Drive Suite 200 Glen Allen, Virginia 23059 Phone: 804/553-0132 FAX: 804/553-0133 H ° F E ° B A PROP. ORIFICE PLATE DETAIL N.T.S. . 15" RISER 2 4 ri 9.6 rr010P-�ORINGRCP EPDXY COATED OR ANTI -RUST PAINT GROUT IN PLACE OVER 24" PIPE INV.=747.00 ANTI- VORTEX DEVICE DESIGN 1�2" DIA. HOLES @ PERIMETER OF T ASH RACK FOR PRESSURE RELIEF 16 GAGE CORRUGATED METAL OR 1/8" GALV. STEEL PLATE 36" TRASH RACK TOP STIFFENER (IF REQUIRED) 1.5"X1.5"X8" STEEL ANGLE WELDED24 IS 1.5 ANGLE WELDED TO CROSS SUPPORT ANGLE TO TOP AND ORIENTED PER- AS SHOWN. TO CORRUGATIONS.11 ANCHOR TABS �-3/4"X 1.5" BOLT NUT, WASHER & 1.5 X1.5 X12 ANGLE , LOCK WASHER. WSUPPO TOANGGLES 3/4 X8 ROBOLT AS SHOWN. NUT, WASHER & 1.5"X1.5" STEEL ANGLE LOCK WASHER. 2 @ 90' APART (NOTCH 1 @ CENTER & BOLT TOGETHER WITH 3/8"X3/4" BOLTS) 24" RCP RISER 1.5"X1.5" SUPPORT ANGLEPSHEET 8" UPPER ANCHOR TABS WELDED ATTACHMENT 12" LOWER ANCHOR TABS BOLT TO CONC. RISER PRINCIPAL SPILL WAY DESIGN TRASH RACK TOP=751.50 ANTI -VORTEX DEVICE 100 YR DESIGN HIGH WATER = 750.53 h 1.50' - 25 YR DESIGN HIGH WATER = 749.79 Dp ANTI SEEP 24" H 6.00, - 10 YR DESIGN HIGH WATER = 749.04 COLLARS RCP RISER 9.6" ORFICE IN PIPE � RCP BARREL - V.=745.82 ,� - - - - 4 - - - - INV.=745.50 I ° - __ _ __1I i CONCRETE BASE I TI I 1 I 111 'I ,!!I L 64.25' H = HEAD ON PIPE THROUGH EMBANKMENT h = HEAD OVER RISER CREST L = LENGTH OF PIPE THROUGH EMBANKMENT D = DIAMETER OF PIPE THROUGH EMBANKMENT Dr = DIAMETER OF RISERI,r,l SOURCE: VA. DSWC PLATE. 3.14-7 NOTE: DAM TO BE CONSTRUCTED IN 6" LIFTS TO A MINIMUM COMPACTION OF 95%. RISER PIPE BASE CONDITIDNS FOR EMBANKMENTS LESS THAN 10 HIGH CONCRETE BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT _ 10' OR LESS p 6» I I p jaI- 11=1 I I I-1 I i-1 11=1 11=1 FE =1 :. . _ III � 11,�.111�,111- illn;ll 2D CONCRETE STEEL BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT p 10' OR LESS 1 I 30" 0/2- - I- II-11=1 I- I-III�-,ITI I IIF - If I-11f-III-ITI-III-1Tl- � :I I II -III=-I 1111141 ' 2p 1 /4', STEEL PLATE SOURCE: VA. DSWC PLATE. 3.14-14 H G F E ° c B A 102 Hubbard Street Blacksburg, Virginia 24060 Phone: 540/961-0961 FAX: 540/961-0962 T (� co = � U � z z z o � tr Q °� U w oc °C W U) cA W p z _l p Lu W 0 z Y w >> � � Q � C W G Q z W 0 Ir O LIL U DRAWN BY: SS DESIGNED BY: SMS CHECKED BY: DJB DATE: 10-16-02 REVISIONS:PENDICUAR 1-30-03 3-27-03LOWER SCALE: HORIZ.:1 "=40' VERT.: 1 "=5' N0. C8 JOB NO. R0100078.01 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 3 1 4 1 5 1 6 7 1 8 1 9 1 10 11 1 14 5 1 0 ■ 1E N L (7 J F E C B CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES • WHERE THE TRENCH BOTTOM IS ROCK, IT SHALL BE EXCAVATED TO A MINIMUM OF 8" BELOW THE BOTTOM OF THE PIPE AND BACKFILLED WITH BEDDING MATERIAL FREE OF ROOTS, DEBRIS k STONES • WHERE SUBGRADE IS UNSTABLE, PIPE SHALL BE BEDDED ON A MINIMUM OF 8" BEDDING MATERIAL • BACKFILL TO BE PLACED IN 12" LIFTS AND COMPACTED TO 90% OF MAXIMUM DRY DENSITY REPLACE SURFACE IN KIND . • rrifiriiirifirfiiriffririfrfifi Sam as owes 0 wool !i * 00 *�•�•f•�•�•r•�•�•r!i i•*•i!r!�! •!.� ••.�_� i / •�•ri•�•i•�•ifi!�!r•�•ifififr!f• !"•�1����� '• ••,T��li�•�••••••••r•••• ��•••••! • ••Kiji'di•'•'•'•1+�....�..._ _ _ •.••• i�•:ii� ice• ���il STANDARD STANDARD BEDDING DETAIL DATE: 9/01 DETAIL NO. OUTSIDE TRAFFIC AREAS (PVC OR DIP) WS — 1 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES VDOT CLASS 21A BACKFILL PLACE IN 6 INCH LIFTS, COMPACTED TO • WHERE THE TRENCH BOTTOM IS ROCK, IT SHALL BE EXCAVATED TO A MINIMUM OF 8" BELOW THE BOTTOM OF THE PIPE AND BACKFILLED WITH BEDDING MATERIAL FREE OF ROOTS, DEBRIS do STONES • WHERE SUBGRADE IS UNSTABLE, PIPE SHALL BE BEDDED ON A MINIMUM OF 8" BEDDING MATERIAL • BACKFILL TO BE PLACED IN 12" LIFTS AND COMPACTED TO 9OX OF MAXIMUM DRY DENSITY REPLACE SURFACE IN KIND 95% OF MAX IMUM DRY DENSITY // ///// /// /// // I I— I ////////// ///// //// I I - =I /// /////// VDOT CLASS if 57 BEDDING(- -I Io0 00000 — — —III—III—III—III—III—III i d O STANDARD STANDARD BEDDING DETAIL DATE: 9/01 DETAIL NO. WITHIN TRAFFIC AREAS (PVC OR DIP) WS — 2 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITI 1" COPPER TUBING TYPICAL METER SETTING INCLUDES: 1" METER SUPPLIED BY THE CITY OF WINCHESTER YOKE INLET VALVE - FORD MODEL BA94-344W YOKE OUTLET VALVE - FORD MODEL HHCA94-444TV YOKE BARS - FORD Y504 CORPORATION STOP - FORD 1" MODEL FB600 METER BOX COVER - X32T WITH STANDARD PENTAGON NUT COVER EXTENSION RING - EXT 1 METER BOX - 24"X30" HIGH DENSITY POLYETHYLENE QUARTER BEND-L04-44 Ld O U T, i 1"-1/4 BEND- 1 " TAP "' i TOP OF MAIN WATER MAIN 24" DIX X 30" HIGH HIGH DENSITY POLYETHYLENE METER BOX 1" COPPER TUBING 1" METER VARIES • 4' METER BOX eAN yo • . R FRAMEW2 COVER Q e ea . . ° • —� ° 1" METER ° AND EXPANSION --e ' e a . ' CONNECTION e' w BRASS ANGLE METER VALVE WITH COPPER FITTING ° DOUBLE CHECK VALVE 1" METER YOKE (W/ VALVE INLET, BOTH ENDS COPPER) voovo�ve •g•g•o. TYPE „K., " COPPER e• ovysosg g8gegeavo8g8g>gegtg• 8g •e•8g8;,• •. a .•e e•r.•.,.o.• .e.e.,.e.o ., •:�.o. TYPE "K" 1" COPPER TUBING 1 TUBING 4" MIN. #57 STONE FIRM UNDISTURBED 1" BRASS EARTH _ COUPLING NUT CRIMPED 1 " COPPER PIPE OUTLET CORPORATION COCK ASSEMBLY STANDARD TYPICAL 1 INCH WATER SERVICE DATE: 9/01 DETAIL NO. SCALE: NONE WD— 3 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES Fes`-�1�1 �M[NIMUM FORM BOARD CT GRADE TRENCH IG—_,►I 6" MINIMUM I I -'MACHINE EXCAVATION LIMIT TRENCH BOTTOM GATE VALVE UNDISTURBED EARTH 6 BOXES STONE BEDDING TYPICAL SECTI❑N TEE, WYE, OR PLUG IN LIEU OF WOOD FORMING THE FITTING MAY BE WRAPPED WITH *DENOTES HAND EXCAVATION POLYETHYLENE, AND THE CONCRETE POURED TO COMPLETELY SURROUNDS 'D' = 12" MIN. FOR 10' AND SMALLER PIPE THE FITTINGS AND AGAINST UNDISTURBED SOIL. THE BEARING DIMENSIONS 'D' 18" N[N FOR 12" THRU 20" PIPE AGAINST UNDISTURBED SOIL SHALL REMAIN AS SHOWN. SEE CHART BELDW F13R A,B,C DIMENSIONS. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS PIPE DIA. PLUGS, WYES 6 TEES 11 1/4' AND 22 1/2' BENDS 45' AND 90• BENDS -- A B C A B C A I B C 6" 1'-0" 0'-9" 1'-0" 0'-9" 0'-9" 0'-9" 1'-3" 0'-9" 1'-9" 8" i'-3" 0'-9" V-3" 0'-9" 0'-9" 0'-9" V-6" 0'-9" 2'-3" 10" V-6" 0'-9" V-6" V-0" 0'-9" Y-3" 1'-9" 0'-9" 2'-6" 12" 1'_9„ 1'_0" 2'-6„ V-3„ 1'-0" V-6" 2'-0" 1'-01, 3'-0" 14" 2'-0" Y-0" 3'-0" V-3" 1'-0" 1'-6" 2'-6" 1'-0" 4'-0" 16" 2,_3„ 1'_0" 3'_6" 1'_6" 1,_0„ 2'-0" 2,_y„ 1'_0" 4'-6" 18" 2'-6" V-3" 3'-9" V-6" 1'-3" 2'-0" 3'-0" 1'-3" 4'-9" 20" 2,-9" 1'-6" 4'-0" 1'_9„ 1-6- 2'-0" 3,_3" 1'-6" 11 1/4 THRU 90° BENDS GALV.(�RODS OVER FITTINGS AND EMBEDDED IN CONCRETE THRUST BLOCKS FITTING SIZE ROD SIZE NO. RODS EMBEDMENT S: 12" 3 LESS 6 2 30" CONCRETE �" 14"-20" 9 2 36" VERTICAL BE FITTING VOLLME OF THRUST BLOCK IN CU.YD. SIZE 11-1/4• 22-1/2' 1 45' 1 90• STONE BEDDING 6" - - - 1.3 8" - - 1,1 213 THRUST BLOCKS FOR VERTICAL 1.6 37 UP BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS. 12" - 1.2 2.8 5,5 14" 0.5 1.7 3.9 7.6 16" 0.9 2.3 5.1 - 18" 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - STANDARD CONCRETE THRUST BLOCKING DATE: 9/01 DETAIL NO. SCALE: NONE WD-12 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIE 00 TYPICAL RESILIENT SEAT VALVE INSTALLATION: VALVE BOX AND BOOT SHALL BE CAST IRON VALVE BOX COVER SHALL BE MARKED "WATER" VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE 18" X 18" CONCRETE PAD SHALL BE PLACED AROUND VALVE BOXES LOCATED OUTSIDE OF PAVEMENT AREAS VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT 18" MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA —LUG RESTRAINING FLANGES STANDARD TYPICAL VALVE & BOX INSTALLATION DATE: 9/01 DETAIL NO. SCALE: NONE WD— 9 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 2" MIN. 6" MAX. 7 CU. FT. MIN. #57 STONE FIRE HYDRANT SHALL BE TRAFFIC MODEL RESTRAINTS SHALL BE BY MEGA -LUG FLANGES 4 - 1/2" STREAMER NOZZLE SHALL FACE THE ROADWAY o w 3 � _W Z Z w Q � a WINCHESTER APPROVED FIRE HYDRANT 18" SQ — 4" THICK CONCRETE PAD REQUIRED IN UNPAVED AREAS —� Z_ co n SCREW TYPE I ADJUSTABLE VALVE BOX 0 0 0 o 0 0 0 0 0 o p p p p o 0 GATE VALVE O�ODO�O�OQO0ODO� G0C0 0 0U°G0o°000poi p°ppp°p°p°p° o00000000°0 0 0 0 ° 0 0 0 0 0 0 00000�pO0O0OpOp OpO )0000000000 0°0°°°0°0°0° ^7000 .• 0°0°00 4T 4. Y J 0 0 0 0 0 0 0°O °0°O °o°o°o°o°p°0°o°0`., °o°o e'• O°O°O°O°O°O°O°O°O°0°O°O°O �" 14" O O O O O O O O O O O O O U 5 00000000000000000o000000000 9� °p°o°°°o°o°o°°°o°0°p°o°0°0°0 0 0 0 0 0 0 0 0 0 0 o p o 0 CONCRETE THRUST BLOCK v � 000000000:0000°0000o0o0°popo0o :e 00000000000000000000000p00000000 ppoogo00000Sg00%goo oogogogogogogogo HYDRANT TEE o°o°0°0°0°0°0°0°o°o°0°0°0°0°0°0°0°0°0°0 BOND BREAKER ONE LAYER #15 FELT 18" STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION DETAIL NO. SCALE: NONE WD— 8 0 I D.J.BALZER,JR. 012991 �SS14NAL EN�� REFLECTING TOMORROW K PLANNERS • ARCHITECTS ENGINEERS • SURVEYORS 1208 Corporate Circle Roanoke, Virginia 24018 Phone: 540/772-9580 FAX: 540/772-SM J 501 i3ranchWay Road Richmond, Virginia 23236 Phone: 804/794-0571 FAX: 804/794-2635 880 Technology Park Drive Suite 200 Glen Allen, Virginia 23059 Phone: 804/553-0132 FAX: 804/553-0133 102 Hubbard Street Blacksburg, Virginia 24060 Phone: 540/961-0961 FAX: 540/961-0962 H _L.. U OC G Q U z Z U) =j �— U j W F m w W D 0 U) Z U W m =� _ Y D z E 0 ILL 0 W O DRAWN BY: SMS DESIGNED BY: SMS CHECKED BY: DJB DATE: 10-16-02 C REVISIONS: 1-30-03 3-27-03 B SCALE: N/A SHEET NO. A C9 JOB NO. R0100078.01 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 SUBDIVISION & SITE CONSTRUCTION EROSION CONTROL NOTES 3.00' 6" NOTE: CONCRETE CURB AND GUTTER SHALL BE USED THROUGHOUT THE PROJECT EXCEPT LAN GENERAL NOTES STONE CONSTRUCTION ENTRANCE ROCK CHECK DAM AS NOTED OTHERWISE GUTTER PAN TO BE REVERSE SLOPE WHERE PAVING SLOPES FROM CURB. SLOPE OF GUTTER TO BE THE SAME AS ADJACENT PAVING. 1. All materials and construction within the public right of way shall be in 1) THE COUNTY ENGINEER AND UTILITY DEPARTMENT WILL BE NOTIFIED 24 t :. \ \ CG-2 BARRIER CURB IS PROPOSED AS SHOWN ON PLAN. accordance with current Virginia Department of Transportation's specifications and HOURS PRIOR TO ANY CLEARING AND GRADING. 7° Ima EXISTING 2 ACRES OR LESS OF DRAINAGE AREA: - FINISH GRADE a \ ROUGH GRADE 4• NOTE: PROVIDE EXPANSION JOINTS N standards. " Rst 1 jam-`'{ ,Q 0 20' 0 O.C. (MAX.) N 2) EROSION CONTROLS WILL BE CONSTRUCTED PRIOR TO CLEARING AND '`. - - I ti 2. Land Use Permits (CE-7P) must be obtained from the Virginia Department of GRADING. e' II I I I I CLASSCETE ELT x op FLLTER ClO1R - . . Transportation prior to beginning any construction within the existing state °-1°'' " R�TDYNU s :..ie :Td9::rb;.v „a `RR�ax; - •• '. m TOP OF 4�� r'f maintained right of way (including access). 3) ALL ASPHALT AREAS WILL BE STABILIZED WITH BASE STONE WITHIN 30 �LEXISMING ICLOTH�� 3h�7q : a _ PAVEMENg y (' g ) SIDIE ELEVATION- 3/8 -; . pG,DAYS OF FINAL GRADING. GRauw (o) ez'': 'a,?►°e�r�a?-; -" 3. VDOsta receive written notification 48 hours prior to commencing with initial 4) PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED To NR (DOIINSTREAIt ►) ^�•o�.` r"` a''` aa' ?; M • ' •• ' ''+ o constructiona; t ., Y g. v_ -_ TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS i?rt.46;r�;A• I I I -III I (III I A. : : ' V D.J.BALZER,JR. a 4. Prior to any construction, the contractor shall consult the engineer and verify REACHED ON ANY PORTION OF SITE. TEMPORARY SOIL STABILIZATION my iI _,.:�nA±,?,i,;:;;,;,:.-: ;.`;:: I I-,- • •... ; .. • a:=�012991 SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY CO"M AWIMGATe ;� "'} ' `••� 'r=•:. II�III II ° ' _ the approval of the plans by all federal, state and local agencies. d;:.qA.; a„, • i ,�e3t-,� i NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT (UNDISTURBED) ':e- r� b :_ *:'! . • : - a - -+• �1 FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE 12 R"R' 1° PLOT 4`i s' END VIEW 5. Preliminary design of the pavement structure for all subdivision streets shall be n Guide for APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN M Subd v sionin nandce wSecondary ith the current Roads dinoVirginia. The n of The Pavement completted designfiworksheet ONE YEAR. VIEW NOMINAL PRECAST WHEEL STOP BECONSTRUCTEDTHE CURB OGTHEESLOPE M �SI�NAL ENV appendix IV shall be included with the initial Ian submittal for each proposed - 6'-0" OF THE SUBSURFACE COURSES PROVIDED A PP P P P "DOT u I '� POSIRVE DRMNAGE 10' "D` MINIMUM DEPTH OF 7' !S MAINTAINED pavement section utilizing the predicted soil support value shown in appendix I of 5) ALL CUT AND FILL SLOPES CHANNELSIDE SLOPES WHICH ARE NOT TO Rx� AMS""Tr D • 1`0 SEDEDINM tRx 2-10 ACRES OF DRAINAGE AREA: C G 6 D R The Pavement Design Guide. BE PAVED SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS I - ( Y) DETAIL • nlusT ExmlO FULL won+ OBTAINED IN ACCORDANCE WITH: � AND Eo�ss PLAN VIEW ` 6. The contractor shall verify the elevations of all points of connection or proposed A. 100 LBS. PER 1, ACCORDANCE SQUARE FOOT GROUND LIMESTONE OR - • - - ' - ` work to existing curbs, sanitary lines, water lines, etc., prior to construction. EQUIVALENT. NO SOIL TEST REQUIRED FOR INITIAL ,E I,,, el - N.T.S. ESTABLISHMENT. FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS 7. Upon the discovery of soils that are unsuitable for foundations, subgrodes, or B. 20 LBS. OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 a•►aR FILTER CLM 3' #E5 REBAR 2'-0" LONG 0 20' 0" O.C. (MAX.) other roadway construction purposes, the contractor shall immediately contact a SQUARE FOOT. �' �.�+. SUPPLIED BY G.C. geotechnical engineer and VDOT. These areas shall be excavated below plan grade C. VARIETIES TO BE SEEDED: (opTloxeL) 4. as directed by the geotechnical engineer, backfilled with suitable material and 1. SPRING SEEDING - MARCH 1 - APRIL 30; SPRING OATS 2.5 rnTEa aOnR SECTION A -A (DOAN�� �% I� '�` TOP OF compacted in accordance with current VDOT specifications. LBS. PER 1,000 SQUARE FOOT. ti CLASS A3 L 8. All storm sewer design and construction to be in accordance with VDOT I & 2. SUMMER SEEDING - MAY 1 - AUGUST 1; WEEPING LOVE r-7' � L ELEVATION , CONCRETE PAVEMENT L LD-94 (D) 121.13. GRASS AT 2 OZ. PER 1,000 SQUARE FOOT MIXED WITH 1 COARse AGGIII ; n BUSHEL SAWDUST FOR UNIFORM SEEDING. -=•:•, ;s ` :.'• t":t' AND ASSOCIATES INC. 9. All storm sewer pipe shall be reinforced tongue and groove concrete pipe in 4. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL ''�'K= '. .:R _: �► - av s ;•� _ p_' c; . o• • '_ accordance with current VDOT standards and specifications. SEEDING WILL BE MULCHED. CONCRETE BUMPERffi'' ' 10. If re -cast units are to be used, VDOT shall be notified and the manufacturer • • • s 'R' o•«jtg�}*�::4:=t. P 6) COUNTY ENGINEER AND OTHER INTERESTED AGENCIES SHALL MAKE A REINFORCE!) nRAnR - III II , - •. shall submit drawing details for review. Certification and VDOT stamp will be CONTINUING REVIEW AND EVALUATION OF THE METHOD USED FOR THE R.• • • : • = • "' a•x:•}.:!a'*s'A required on all units. SECTION B-B I RIPRAP BLOCK DETAIL � q OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. AN :•¢�• Py ice;.:. Q:: '•=of•: r^ • �xe ;' Y' }t al >R' M •• APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMMENDED *4'-:..?!:.._, i v. •�.1`1.000':, sx6`re:�r,}s 11. All concrete shall be class A3-AE (air entrained 3,000 PSI). BY THE APPROVING AUTHORITY OF ON SITE INSPECTION INDICATED S� a- IIOAIIEU tram t9Sf JI Smdrh ix SA *Ww 00d SalloW Cadrol ad k WK BOIL 3* 1 SOURCE: VA. DSWC PI ATE. 3.20-1 NTS � f mil• ? ac : �.�iO:e-fi ri�; THAT THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN 4" STONE BASE REQ D 12, e' - 2e REFLECTING TOMORROW 12. All entrances are to be designed and constructed in accordance with current CONTROLLING EROSION AND SEDIMENTATION OR IF BECAUSE OF WITHIN STATE MAINTAINED K VDOT standards. Residential lot access shall be provided per the following criteria: CHANGED CIRCUMSTANCES, THE APPROVED PLAN CANNOT BE RIGHT-OF-WAY THE BOTTOM OF THE CURB & GUTTER MAY K TEMPORARY SEDIMENT TRAP ## 1 TEMPORARY SEDIMENT TRAP ##2 *STONE BASE IS NOT REQUIRED BE CONSTRUCTED PARALLEL TO THE SLOPE PLANNERS a ARCHITECTS * All driveway entrance culverts are to be 15" diameter x 20' long pipe and shall CARRIED OUT. SM-9.5 BITUMINOUS ASPHALT OF THE SUBSURFACE COURSES PROVIDED A conform to pe-1 private entrance standards unless otherwise directed by the DA = 2.87 ACRES DA = 0.96 ACRES CONCRETE PAVEMENT IN PRIVATELY DEVELOPED SITES MINIMUM DEPTH OF 7' IS MAINTAINED ENGINEERS • SURVEYORS Resident Engineer. No entrance culverts are to be installed within five (5) feet of 7) CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL 1' 2' ' 1' 2' ' BUT MAY BE BID AS AN ALTERNATE. a property corner. ) UTILITIES PRIOR TO BEGINNING CONSTRUCTION. pR Nq -UTILIZATION OF THE STONE BASE C G 6 (WET) D ETA I Corporot * VDOT standard CG-9D entrances shall be installed in curb and gutter 8�oGt�t� 0' ' GR�UNDL 3.0' ` AGGREGATE BASE TO BE COORDINATED WITH THE ENGINEER 8 THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" BEFORE BEGINNING 1208 a Circle neighborhoods. The sawcutting removal of the standing curb is unacceptable when ANY EVACUATION OR UTILITY WORK 1-800-552-7Q01 ELF' 760.001 1.0' ELEV. 762.00 1,0' COURSE-21 B AND CURB AND GUTTER CONTRACTOR installing an entrance on existing curb and gutter. ( ) N.T.S. Roanoke, Virginia 24018 DRY VOLUME DRY VOLUME „ Phone: 540/772-9580 13. The developer is responsible for furnishing and installing stop signs at street 9) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS, = 5,200 C.F. N �? ° = 1,800 C.F. cy �? VA1E 2 P P 9 g P 9 SPECIFICATIONS AND DETAILS OF THE LATEST EDITION OF THE FINISH GRADE CLASS A3 FAX: 540/772-SM intersections. 758.00 760.00 CONCRETE VIRGINIA EROSION CONTROL HANDBOOK (THE HANDBOOK) BY THE ROUGH GRADE 4' J 14. Design changes, specified materials changes and/or field changes from the VIRGINIA SOIL AND WATER CONSERVATION COMMISSION. WET VOLUME WET VOLUME 6" 9 9 P 9 / 9 = 5,200 C.F. 2' = 1,80O C.F. 2' 1.4 TOP OF J 501 Bronchway Road approved plans need to be resubmitted to VDOT prior to proceeding with the work. Fl��, (xpT„ ORIGINAL nITER CIATN oRwArRA� \ 10) EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, 756.001 GROUND 758.00 G"Okw - -�! - - - - - -� -� -� t PAVEMENT Richmond, Virginia 23236 A letter of explanation shall accompany the revised plans and/or drainage SO THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT ELEV. E'•E" _ _ _ \ \ �\ ' e" Phone: 804/794-0571 calculations, which must be submitted, to VDOT for review and approval by the ENTER STORM DRAINAGE FACILITIES. WET SIZE=1lOOx26x2 WET SIZE=3Ox3Ox2 I �)) I III II ((I II II II I II I) I II I II III () II I II II II I I II I II II \ ' j FAX: : 804/794-05 Resident Engineer. -SEE PLATE DRY SIZE=1 OOx26x2 COMM AGGREGATE" CL4S I RI W 'SEE PLATE S''3-' DRY SIZE=30x30x2 COMM AGGREGATE CLAW I RIFRAr _ 11) PROPERTIES AND RIGHTS -OF -WAY ADJOINING THE SITE SHALL BE �- 15. Contractor shall verify location and elevation of all underground utilities shown KEPT CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR 95% COMPACTED - ". . J. on plans in areas of construction prior to starting work. Contact engineer CROSS SECTION OF OUTLET CROSS SECTION OF OUTLET I - I _I I I :..• x %4e�:� �or::o r!f �..: OW Technology Park Drive TRAFFIC OR RUNOFF. SUBGRADE ..�•*• • • _•�'�.-,. •a-,• r'•: immediately if location or elevation is different from that shown on plan. If there PAVING DETAIL - - ��K ?`ti' •.b �K,v.'v:"`t`-d'�':or Suite 200 appears to be a conflict, and/or upon discovery of any utility shown on this plan, 12 ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA CLASS IRrW CAssllWvaAP +'o- t2' LENGTH IN 17.22' IENGn+ s.7e' N.T.S. - .m.:.='•:c,,, ••• :_•�•,. Glen Allan, Virginia 23059 call Miss Utility of Central Virginia at 1-800-552-7001. The developer shall be THE CONSTRUCTION ENTRANCES. x oRAINACEA Fn x `" E ARE 4" STONE BASE REQ'D sue. �•.,?��. ?b >i=; az?.=?A: o . , o..-b.� •`ia= Phone: 804/553-0132 responsible for the relocation of an utility within existing and/or proposed right of (R+"OI �RX WITHIN STATE MAINTAINED .' g'a>• r .e t::a' P Y Y 9 / P P 9 '•. - •.=:o g'`•'a-`,•= � r+3 FAX: 804/553-0133 way required by the development. 13) EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE RIGHT-OF-WAY DIVERSION LION _ �.ti sy,Y4 iyv n O: ..?+ t dt: rs. ism UPGRADE SITE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO *STONE BASE IS NOT REQUIRED:.'• : °!:�•-0 '' I 16. All streetlights shall be located a minimum of 9.5' from the edge of pavement THE TRENCH_- IN PRIVATELY DEVELOPED SITES _+ •;=e:-=�:=f, o,; :a. 102 Hubbard Street on curb and gutter streets and/or located a minimum of 5.5' behind the ditch BUT MAY BE BID AS AN ALTERNATES L line on open ditch streets. 14) THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND-UTILIZtefION OF THE STONE BASE I�-12'-�---� Blacksburg, Virginia 24060 CONSTUCTION IS 6.02 ACRES. �� �� ��- `-� �� 1 /2 " PREFORMED EXPANSION TO BE COORDINATED WITH THE ENGINEER C G - 2 DETAIL Phone: 540/961-0961 17. Casing sleeves shall be placed at all road crossings for gas, power, telephone �// �„� �� \�� JOINT FILLER WHERE AND CURB AND GUTTER CONTRACTOR FAX: 540/J61-0962 and cable TV services trunk lines. 15) ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL/�� / /�� �� ADJACENT TO BUILDING PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO S /Z �-� S , /// �-� 1.4" RAD. N.T. 18. The installation of sewer, water, and gas mains (including services laterals and MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA i ,,EwtE"� ,eoaEwlE"�= j �' VARIES REGULATIONS VR 635-02-00 EROSION AND SEDIMENT CONTROL / / / CURB AND GUTTER NOTES FOR WORK IN R . 0 . W . sleeves) shall be completed prior to placement of aggregate base course. E%GwA1ED / , �- ExuvA,ED / -��--� SEE PLAN REGULATIONS. ARIA / "L'� j� �� AM / FILTER CLOTH 1. STONE UNDER CURB & GUTTER SHALL BE CHECKED BY VDOT 'PRIOR TO PAVING OR BACKFILLING. 1 it All roadside ditches shown as paved n plans are to be paved in accordance 16) THE CONTRACTOR SHALL INSF';'CT ALL EROSION CONTROL MEASURES /� �� 2. CONTACT VDOT FOR STONE AND FORM INSPECTION 48 HOURS PRIOR TO PLACEMENT OF CURB 1 i with the standard typical section as shown % the plans. Generally, all ditches PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL f .. *. H with slopes exceeding 5% or less than 0.75% shall be paved unless otherwise COARSE AaaREGATE SHALL BE VDOT /3, /337 art L/s COARSE :A4:,cREaATE sRw.l BE vooT /3, �3s>• OR /s _ & GUTI"_R. directed by the Resident Engineer. Any additional paving of the ditches, other that EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE v v v p ° 3. CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS BEFORE PLACEMENT OF AGGREGATE those shown on the road plans will be determined prior to acceptance of the EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE OUTLET (PERSPECTIVE VIEW) OUTLET (!PERSPECTIVE VIEW) ° ° ° 41• BASE. roads into the VDOT secondary road system. IMMEDIATLY. s ° ° V ' V o ° V 17) ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT SWRCE: VA. DSWC PLATE. 3.13-2 SOURCE: VA. DSWC PLATE. 3.13-2 V T 20. VDOT approval of construction plans does not preclude the right to require CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING additional facilities as deemed necessary for acceptance of the roads into the ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL � VDOT Secondary Road System. �%��/�����%�� STABILIZATION IS ACHIEVED. BLOCK & GRAVEL CURB INLET j�//�//�//�// /�//� ��//�//�//�//�//� 5' SIDEWALK Cc 21. VDOT approval of these plans will expire three (3) years from the date of 18) CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY approval. ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT SEDIMENT FILTER TEMPORARY DIVERSION DIKE CLASS I AIR STRUCTURAL BACKFILL. 0 22. VDOT shall have performed the required field inspection (proof roll) prior to EROSION AND SEDIMENTATION ,S DETERMINED BY COUNTY CURB INLET ENTRAINED CONC (WHERE FILL IS NEEDED) G = Q placement of the aggregate base course(s). Contact VDOT for subgrade inspection ENGINEERING. �- c < -" ' d - FLUSH 48 hours prior to scheduling placement of aggregate base course(s). .----- NOTE: "� z Compacted soft FINISH - TROWELED EDGES BROOM FINISH U) 0 23. A prime coat seal between the aggregate base and bituminous concrete will be "'�� 0 18. SCORING EVERY 6' Z required at a rate of 0.30 gallons per square yard (REC-250 Prime Coat) per EXPANSION JOINTS EVERY 30' MIN. Q U VDOT standards and specifications. �IO'F cr shallThe scheduling f aggregate base installation and subsequent paving activities SIDEWALK DETAIL MAXIMUM PAVEMENT SLOPE IN shall accommodate forecast weather conditions per Section 315 of The Road and ---� � W Bridge Specifications. 4.5' min. ---•) N.T.S. co ANY DIRECTION 2% Q Q z F 25. VDOT shall have approved the aggregate base course(s) for depth, template WIRE SCREEN ,- HANDICAP ACCESS F W and performed the required field inspection (proof roll) prior to placement of any GRAVEL FILER ,J( o surface course(s). ���//�� rrW�v LI.I 0 26. An actual copy of the complete CBR report is to be submitted to VDOT in VJ VJ z U conjunction with final pavement designs. All pavement design recommendations RW ovERFww ��WMER CITY OF WINCHESTER, VA Y DEPARTMENT OF PUBLIC UTILITIES W W U shall be performed in accordance with the current addition of The Pavement Design S SOURCE: VA. D3NC PLATE 3.09-I RESERVED K` G DARK COLORED 2" LETTERS I- Q Guide for Subdivision and Secondary Roods in Virginia. ;,- 27. A geotechnical engineer is to ascertain cause and certify recommended method r ` _'. LIGHT COLORED O U) w of repair for all pavement structural failures prior to state acceptance. _ _ I =; REFLECTIVE BACKGROUND SANITARY SEWER z Z 0 MAIN 28. All vegetation and organic material is to be removed from the right of way CONSTRUCTION OF A SILT FENCE W E limits prior to conditioning of the subgrade. SEDIINW WIRE SEEN 2" x 4-1I a(WITH WIRE SUPPORT) BLUE HANDICAP „ E O 29. Certification and source of materials are to be submitted to VDOT for all p VAN ACCESSIBLE SQUARE 6 X 6 materials and be in accordance with the Road and Bridge Specifications and Road 9PECLAL APPLICATION 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. I 4" X 4" (�( and Bridge Standards. �.J PARKING SIGNS: TRENCH UPSLOPE ALONG THE LINE SIGN 0 INDICATE II TH19 Im'C[30D OF INLET PROTECTION IS APPLICABLE AT OF POSTS. POST VAN ACCESSIBILTY W 30. Dry gutter is not allowed in VDOT right of way. CURB INLETS WHERE AN OVERFLOW CAPABILITY 1s NECESSARY FLOW SDR 35 W 31. The developer will be responsible for the design cost of any traffic signal II TO PREYEWT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. installation and/or modification under an account receivable with VDOT. NO PARKING ' GRAVEL sILUL HE VDOT #3, F387 oR N5 COARSE AGGREGATE ,'if • a / �- 90' UNLESS OTHERWISE aetermined at time o subgrade foradditionalnal VDOT standard underdrains to be FIRE 24" FACE OF SIGN l /- % - ''01 `,a _ 12" X 12" CONC. FOOTING PREMANUFACTURED SHOWN ON PLANS LANE FACE OF S SOURCE- VA. DSWC PLATE 3.07-e I /-' f .. , < • . �(3000 PSI) TEE OR WYE D 33. Approval of a detailed construction sequencing/maintenance of traffic narrative ENFORCED l II a •' • ". . a • SDR 21 GASKETED PIPE D for the work zone is a prerequisite for issuance of a Land Use Permit allowing II ' ` AND FITTINGS DRAWN BY: SMS access to and construction within VDOT maintained right-of-way. SIGN POST BLOCK AND GRAVEL DROP INLET -�.-� /,�+' 18 34. VDOT shall be provided documentation that all in -place pavements meet or SEDIMENT FILTER HANDICAP PARKING exceed the approved pavement design thickness prior to state acceptance. - = MIN DESIGNED BY: SMS 7' /'� � � SIGN DETAIL 35. All construction methods and materials shall be in conformance with the WIRE SCREEN CONORM BLOCK January 1994, VDOT Road and Bridge Specifications and 1993 Road and Bridge TOP OF CURB - �'-�7 FLOW III i�� (I NTS CHECKED BY: DJB Standards. `-` - 4 DATE: 10-16-02 FRONT VIEW SIDE VIEW SEWER SERVICE CONNECTION STANDARD GRANULAR C �- 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE PER SPECIFICATIONS BEDDING THROUGHOUT PAVEMENT STRIPING NOTES SIGN COLORS: RED LETTERS AND BORDER ON A REFLECTORIZED WHITE BACKGROUND. - FENCE AND EXTEND R INTO THE TRENCH. EXCAVATED SOIL REVISIONS: (FOR WORK IN R . 0 . W .) LETTERS: TWO (2) INCH "C" SERIES. �' 1-30-03 NOTES: THIS DRAWING IS FOR GUIDANCE ONLY. FOR MORE ACCURATE DETAILS 1. ALL PAVEMENT STRIPING REQUIRES THE USE OF THERMOPLASTIC RELATED TO SIGN FABRICATION SPECIFICATIONS REFER TO THE VIRGINIA �^ / 1 -� 3-27-03 PAVEMENT MARKINGS. MANUAL F UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND - -�� �//// '" SM-9.5 BITUMINOUS ASPHALT HIGHWAYS.2. CONTACT V.D.O.T. DISTRICT TRAFFIC ENGINEERING OFFICE AT �j� - CONCRETE PAVEMENT PAVEMENT MARKING (MAY BE ORAVET FILTER �- / -% "' CLEAN OUT YELLOW CUR III = •� .. III AGGREGATE BASE I NECESSARY IN SOME SITUATIONS) WIRE SCREEN I . PARKING LOT STRIPING NOTES: Cr FWaEREvwATER ` :. COURSE-21B o B 18" YELLOW LETTER NO OVERFLOW G� = 2„ CL B 1. ALL PARKING SPACE STRIPING WILL BE WHITE. NO PARKING FIRE LANE RUNOFF r FG-•�-/- FLOW PARKING - _ / _ i- Z 2. HANDICAPPED SPACES AND HATCHED AREAS WILL BE YELLOW. FIRE SEDI&I " g PROPOSED SERVICE LATERAL 3. HANDICAPPED SYMBOL WILL BE BLUE.V 4" YELLOW U LANE II III 8 pRpp �r SCALE: N/A GATE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. _III -III -I I I_I I I -III -III -I I (-III-III-III-I �' TYPE 1 � II-III�III-III-III-III-III-III-III=III-III RIGID FERNco COUPLING SPECIFIC APPLICATION FILTER FABRIC SHEET N O . TYPE 2 �-95% COMPACTED EXISTING SERVICE LATERAL THIS METHOD OF INLET PROTECTION Is APPLICABLE aIIERE SUBGRADE A FIRE LANE SIGN & SITE HEAAC S ARE SARY TO AND "'EX AN OVERFLOW DI III I I ? ? WIRE I RIGHT-OF-WAY PAVING DETAIL A CAPACITY H NECESSARY To PREVENT ExcEsslvE PONDINGTO MATCH EXISTING AROUND THE srllucrvRE. C1 0 IMPLEMENTATION D ETA I L N.T.S.STANDARD STANDARD SANITARY DATE: 9 01 • GRAVEL SHALL BE VDOT /R3, /357 OR p5 COARSE AGGREGATE. g Adapted from a 'o of ay F c r ers for t I, Pi.AATL 3.05-1 DETAIL N 0 . LATERAL CONNECTION I / J 0 B N 0 . NO SCALE 1�� SOURCE: VA DWC PLATE. 3.07-3 SS- 3 SCALE: NONE Rol 000�s.o1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 1 2 1 3 1 4 1 5 1 6 1 7' 18 9 10 1 11 1 12 1 13 1 14 15 1 16 1 17 1 18 19 20 21 INV OUT ' BOTTOM - 75057 L ,� UNEQUD IN CHURCH / LANDSCAPE SPECIFICATIONS STANDARD NOTES REQUIRED ON LANDSCAPE PLANS ,�22� Q ►MI5' .' �---SPEED`25 M LIMIT 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HOP.TUS THIRD 1. PLANT MATERIAL SIZES AND GRADING ARE TO COMPLY WITH THE .(1)EXISTING 10" SHADETREE " -- -; N SIZES AND GRADING ARE TO COMPLY WITH THE LATEST EDITION OF LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK, - N AMERICAN STANDARDS FOR NURSERY STOCK. PUBLISHED BY THE PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 1 / 4- -' AMERICAN ASSOCIATION OF NURSERYMAN. ` H OF 2. ALL WORK SHALL BE COORIDINATED WITH TRADES. 2. A CONTRACTOR SHALL ASCERTAAN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCIING ANY WORK, \ " 1-800-552-70►01. CONTACT MISS UTILITY AT 4 i T � �. 3. USE EXISTING TOPSOIL AND/OR PROVIDE NEW TOPSOIL, WHICH IS � EL r. a FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, FORIEGN MATTER AND ROOTS, STUMPS AND 3. LANDSCAPING WILL BE INSTALLED AND (MAINTAINED SO AS NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE pc \ f +E 0 96 M STONES LARGER THAN 2" IN DIMENSION. PARKING AREAS AND AT THE ENTRANCE/EXIT LOCATIONS. ,,�p3/ g`L, 1��� \ / M '� �j '%Z Q��� � / F ✓ v � � 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. 4. THE OWNER IS RESPONSIBLE FOR MAINTAINING SHRUBS AND TREES THAT ARE REQUIRED PER APROVED LANDSCAPING PLANS. 1ST❑RY BRICK STONE \ i / &FRAME CHURCH W BSMT. �� \ FIRST FLOOR - 768.30 -/- EXISTING SPRUCE EVERGREEN Sc 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALL- DYING OR DEAD PLANT MATERIALS ARE TO BE REPLACED DURING THE NEXT PLANTING SEASON. / BSMT - 758.71 SCREEN TO REMAIN i o CEMETERY ATION MAINTENANCE SHALL BECOME RESPONSIBILITY OF OWNER OF WORK. ALL STRINGS OR ROPES AT THE UPON ACCEPTANCE 5. PLANT MATERIALS SHALL HAVE / / L 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE OWNER'S REP- BASE OF THE PLANT CUT AWAY FROM THE TRUNK (INCLUDING BIODEGRADABLE BRANDS OF ROPE). / 1 / 30 Ilex crenata 'Green Luster' �9�-�'G� A L I)lq RESENTATIVE WILL, UPON WRITTEN REQUEST, MAKE AN INSPECTION Green Luster Holly-24" I I TO DETERMINE ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, i Landscape Hedge / AND ASSOCIATES INC. REPLACE REJECTED WORK AND CONTINUE MAINTENANCE UNTIL REINSPECTION AND APPROVAL. 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALANDER / ' � � f *41 MONTHS AFTER ACCEPTANCE. A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED CONDITIONS IN EARLY FALL FOLLOWING PLANTING. i CD 3 EXISTING 24"fSHADETRE / �3�` +� ny23• / REFLECTING TOMORROW K B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS WHICH ARE DEAD OR IMPAIRED FROM THE PROPOSED / / K PLANNERS • ARCHITECTS WINTER CONDITIONS. DIVISIGN OF GRIM LAND 1 STORY CHURCH W/BSMT. / ENGINEERS * SURVEYORS TM 63-A PARCEL 18B \ MAIN FLOOR-768.30 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR SHALL DELIVER AN OUTLINE OF MAINTENANCE PROCEDURES ZONE: RA \ , BSMT-756.71 / / �V� 1208 corporate Circle RECOMMENDED FOR THIS PLANTING FOR THE OWNER. � Roanoke, Virginia 24018 Phone: 540/772-9580 ,•.A i �5 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE ! * (1)EXISTING 24" SHADETREE • C , / / > INV - 755.55 FAX: 5Q/772-8050 GUARANTEE PERIOD TO PROVIDE WRITTEN NOTICE TO THE OWNER ` \ i / J 501 Bnanchway Road OF ANY MAINTENANCE PRACTICE WHICH IN THEIR OPINION WILL (14) Acer ruburm 'October Glory' : \ Richmond, Virginia 23236 AFFECT THE GUARANTEE IF NOT REMEDIED PROMPTLY. October Glory Red Maple-2.0 cal. Interior Landscaping •` i •� / `- Phone. W4/794-0571 FAX: W4/794-2635 SHOWN ON PLANS. •� TOP - 59.49 / �.� 1 10.DO NOT MAKE SUBSTITUTIONS. BID MATERIALS TO INV - 75 .00 ip CONTRACTOR IS ENCOURAGED PROVIDE WRITTEN ALTERNATE t I / �O �Q 880 Technology park Drive suite 200 LIST OF MATERIALS, SIZES AND NUMBERS SUBSTITUTION FOR COST- / .`� Glen Allen, Virginia 23059 EFFECTIVE MAINTENANCE OF DESIGN INTEGRITY. • ; / . •rys • t • `'� •~ \ O Phone: 804/553-0132 11.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR � •'•• ! ^ • p'a`• \ FAX: 804/5W-0133 REJECT ANY MATERIAL THAT HE/SHE DEEMS UNACCEPTABLE. 'a,�.��• • • 1 Hubbard Street REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. � <0I / • � ,` 3 ��.. Bla Blacksburg, Virginia 24060 12.SELECTIVE CUTTING AND CLEARING SHALL BE PROVIDED IN THE EXISTING WOODED AREAS OF THE DRAINAGE EASEMENT. SELECTIVE ti jMs Q� Phone: 540/961-0961 FAX:540/961-0962 THESE TO THE CUTTING WITHIN AREAS SHALL BE LIMITED REMOVAL OF UNDERGROWTH AND TREES ABSOLUTELY NECESSARY FOR THE CONSTRUCTION OF THE DRIANAGE OUTFALL. 14 Quercus phellos H 13.13ALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. Willow Oak-2.0" cal. Perimeter Landscaping �j� P ��� S� ... /� r \ H SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL s .� �O� \ C> ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A ROOT ;' •�_' •� ! �� 1.0��/, ����.P • ' �� SYSTEM DEVELOPED SUFFIENTLY TO RETAIN ITS SHAPE WHEN REMOVED FROM THE CONTAINER. �''•, • • `E- / ♦ �Q U W I ��00 / \ Cc J '�,��� G 14.ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHER- WISE SPECIFIED. PRUNING SHALL BE DONE BEFORE PLANTING OR (34) Ilex crenata Green Luster y- Green Luster Holly 24 ,�t.• ���� t 1� Q` G _ Q DURING THE PLANTING OPERATION. Landscape Hedge ��� �3� Q ^ 19 M rica cerifera •' e / \ U z W 0 15.ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM • �0��. Southern Waxmyrtle z Q EXCESSIVE DRYING DURING TRANSIT. 1 6.ANTI- DESICCANTS SHALL BE ON ALL MATERIAL DUG WHILE / >t •�,�.- t ~ 1 P �� (0'3 �Q QCc (� APPLIED IN FOLIAGE. S• P A 19 -� OAF; 2 W z t� •'•• 5.2 A 2 �• Z F 17.MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, / �•��Q .P G�10 � LANDSCAPE REQUIREMENTS J W UNIFORM IN SIZE AND FREE OF FORIEGN MATTER. / '1s, �� S INTERIOR LANDSCAPE REQUIRED: 5% OF TOTAL PARKING AREA / 1 SHADE TREE PER 10 SPACES m CL W O 9 Acer ruburm 'October Glory' » ,y October Glory Red Ma le-2.0 ca1. •• � '. / r C 76,180 A S.F. x 5% - 3,809 S.F. / 14 SHADE TREES z �J 18.TOPSOIL MIXTURE SHALL BE 2 PARTS EXISTING SOIL MIXED EVENLY WITH 1 PART SPAGNUM PEAT MOSS OR PEAT HUMUS. EXISTING SOIL Perimeter Landscaping ' . �� \ P� �nj'�Q ��,� PERIMETER LANDSCAPE REQUIRED - 1 SHADE TREE PER 40' OF PARKING PERIMETER / HEDGES W W Q (� SHALL BE FREE OF STONES, LUMPS, PLANTS,ROOTS AND OTHER / CROSS CREEK VILLAGE �F,� ��� ,�� N*;, 1480 L.F. OF PARKING = 37 TREES a- Q = W DEBRIS OVER 1 1 /2 INCHES. IT SHALL NOT CONTAIN TOXIC SUB- / TM 63-A - PARCEL 40 j�8 ,p� iO aO TOTAL TREES REQUIRED = 51 TREES 0- U STANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH ZOND RP 7c, z 0W RANGE OF5.OT07.0. / ���� INTERIOR LANDSCAPE PROVIDED: 13,777 S.F. / 11 SHADE TREES - 5 EXISTING SHADE TREES Q �Q E O � E PERIMETER LANDSCAPE PROVIDED - 37 TREES / 2 SECTIONS OF HEDGES LL 19.PLANTING PROCEDURES FOR TREES AND SHRUBS D z A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. TOTAL TREES PROVIDED = 51 TREES B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY W J LIFTING FROM THE BALL (NEVER FORM THE BRANCHES OR TRUNK). W ALL PLANT MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT. WITH THE MOST DESIRABLE SIDE PLACED O TOWARDS THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). C. THE TREE PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE AS PER D SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY INITIALLY AND D TAMPED FIRMLY. ALL ROPES, WIRES, ETC. ON THE ROOTBALL SHALL BE CUT AND THE BURLAP OR BALL WRAP PULLED BACK TO THE DRAWN BY: SMS EDGE OF THE ROOTBALL. COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY. BACKFILL SOIL SHALL NOT COVER TOP OF ROOTBALL. DESIGNED BY: SMS MULCH ROOTBALL AND SAUCER WITH MINIMUM OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER CHECKED BY: SMS THOROUGHLY OR UNTIL PLANT PIT IS FILLED. DATE: 10-16-02 RUBBER HOSE AROUND TREE AT C WIRE LOCATE ANCHOR STAKE 18" AWAY FROM TRUNK ON SIDE OF c REVISIONS: �j PREVAILING WIND. T-RAIL IRON STAKE OR ACCEPTABLE RUBBER HOSE AT BARK 1-30-03 WOODEN SUBSTITUTE. ANCHOR FIRMLY. 3-27-03 GUY WIRES (3). WHITE FLAG ON EACH TO INCREASE VISIBILITY. THIN BRANCHES BY 1/3 RETAINING NORMAL CROWN OF ROOT BALL SHALL BEAR SAME RELATION (OR PLANT SHAPE. SLIGHTLY ABOVE) TO FININSHED GRADE AS IT BORE TO RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR TURNBUCKLE (3). GALVANIZED OR DIP -PAINTED PREVIOUS GRADE. PLACE ON SUBGRADE PEDESTAL. STEMS SHOULD BE WIRED TOGETHER. SET TREE AT ORIGINAL GRADE B PINE BARK MULCH 3" MIN. SET TREE AT ORIGINAL GRADE MULCH: PINE BARK OR WOOD CHIPS 3" MIN. B BARK MULCH 3" MIN. _ �- CREATE SOIL SAUCER WITH TOPSOIL 6" MIN. MULCH; PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER: USE PREPARED SOIL 6" MIN. CREATE SAUCER WITH TOPSOIL 6" MIN. - ' - - FOLD DOWN OR CUT AND REMOVE TOP OF BURLAP 11=III=III= -_-_ 1 /3 IF SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. WOOD DEADMEN (3) - %%%%' ' ' - SCALE: 1 "=40' ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP III=T=I I ' ' ;. III=III=1I I NON -BIODEGRADABLE WRAP lS USED. REMOVE TOTALLY. _ ,' , , WOOD STAKES 3" IN FIRM SOIL -_ "� ��i� i<i/ - - ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1 3 _ - 1 3 OF BURLAP. NON BIODEGRADABLE MATERIAL - - / III-III=III f: III=III=III H TOTALLY Y V - - - - - - SHALL BE O LL REMOVED. - - - - - I " I - - - - - I I -III- I �- : III -III -III - - - - T I MIX N SUBSOIL - - TOPSOIL OR CLEA III -III -III `::�` � - - - - - ' '��•� III III=III _ - _- OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1 3 - - - - / _ -III-I....:=1:',,: ;.: II -III -I _ - TOTALLY REMOVED OF BURLAP. NON BIODEGRADABLE MATERIAL SHALL BE III III III -III SHEET N0. -T-III-I :>: '- • e --I - Y - - -GENTLY COMPACT TOPSOIL MIXTURE - - - - - - - - I I -III -III-: '` • - - - - I I I -III -III BACKFILL - - - - -III TOTALLY REMOVED. -I =III=I I ' > ', :: -III = = I I - _ - - TAMPED ADMIXTURE BACKFILL -I I I -I I I=1I =III=III-11I- - - _ _ _ FH1 t- III=III=1I1- -III=III=1I1= - - _ = 1=III - - - - - _ - - - PREPARED SUBSOIL 11=III=III=III I I=III-III-III=III=III=� = •<•�%: _ -_ :'>_:. _I I _ _ • .._•: ;::.:` ::;' ; .:' . :. III -I I =III =III= = - PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT III-III=III=III=III=III-III-III-III - III - III -III = = = III=III=III=1 III=III=III=III=III=III=III=III=III=III=III PEDESTAL _ _ _ = -I I I_I I I_I I_ -III-I I I_I I I -III -I _ =_= SETTLING _ I I -I I I -I I I A I I I=I I I=I I I=1 I F=1I I =I I I=I I I=I I I=I I I=I I I=I I I= I=III=1 1=III I I=III=III=III=III=III=III=III=III=III=III PREPARED ADMIXTURE BACKFILL 1 1=111=III=III=III=III=III=1 1=111=1 1=III=1 I=11I=III=1 I I AL 1 =1= III -III III -III I I I I I III =1 I=1 I I=1 I I=1 I I=1 I =1 I =1 I =I I I= =1 = III=III=III=1 III=III=III=III=III=III=III=III=III=III=III - PREPARED suecRADE PEDESTAL III_III-III-III-III-III-III-III-III-III-III-III-III-III- III=1I11=1/I-III-III-III-III-I/1-III=1 I I -III -I I I -I I I - - -III-III-III-III-III-III-III-III-III-III-III- t 1=1 I 1=1 11= 2X BALL DIA. MIN. MIN" 2X BALL DIA. MIN. 2.5 X BALL DIA. MIN. JOB NO. 1 Q0078 01 2 3 4 5 6 7 8 9 10 11 12 13 14 15 15 17 18 19 20 21 111