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HomeMy WebLinkAboutARB200800035 Approved - Plan 2008-07-17PROJECT SUMMARY NOTES: I. THE PROPERTY DELINEATED HEREON IS LOCATED ON ALB. COUNTY TAX MAP NO. 03200- 00- 00 -006AO 2. PROPERTY DETAILS: EXISTING ZONING: PD -MC EXISTING USE: ROADWAY 3. OWNER UNIVERSITY OF VIRGINIA FOUNDATION ONE BOAR'S HEAD POINTE P.O. 80X 400218 CHARLOTTESVILLE, VA 22904 (V) 434 -982 -4848 (F) 434 - 982 -4852 4. ARCHITECT: ANHOLD ASSOCIATES, PLC, 8311 ROCKFISH GAP TRNPKE GREENWOOD, VIRGINIA 22943 434 -882 -3420, DANHOLD @HUGHES. NET 4. STRUCTURAL ENGINEER: MOLER & ASSOCIATES 108 FIRST STREET SOUTH CHARLOTTESVILLE, VA 22902 (V) 434 -971 -3027 (F) 434 -971 -4027 6. TOPOGRAPHIC & PHYSICAL SURVEY ROUDABUSH GALE & ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA 22902 434 - 977 -0205 SURVEY DATE: JUNE, 2008 7, STORMWATER MANAGEMENT AND BMP FOR THIS PROJECT ARE NOT REQUIRED. COUNTY ENGINEERING & GENERAL CONSTRUCTION NOTES I. PRIOR TO COMMENCEMENT OF CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED BY THE OWNER FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION WORK. ALL E & S MEASURES SHALL BE INSTALLED AND MAINTAINED ACCORDING TO THE DETAILS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 4, ALL NON -PAVED DISTURBED AREAS ARE TO HAVE 2" OF TOPSOIL APPLIED THEN FERTILIZED, LIMED, SEEDED, AND STRAWED TO ESTABLISH A PERMANENT STAND OF GRASS. SEE SITE PLAN FOR PROPOSED LIMITS OF GRADING. 5, ALL TRAFFIC, CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 6, UNLESS OTHERWISE NOTED ALL CONCRETE DRAINAGE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS M. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY. GENERAL NOTES: 1, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS AND TO BECOME FAMILIAR WITH THE PROJECT AREA AND THE PLANS BEFORE BEGINNING ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE COUNTY OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL SITE CONDITIONS. 2. COORDINATE AND PERFORM ALL WORK IN A MANNER THAT ALLOWS FOR SAFE AND CONVENIENT VEHICULAR AND PEDESTRIAN USE OF THE PREMISES DURING CONSTRUCTION. THE SITE SHALL REMAIN AVAILABLE TO THE OWNER AT ALL TIMES. 3, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE HEALTH, SAFETY AND WELFARE OF THE PUBLIC AT ALL TIMES WITHIN THE LIMITS OF THE PROJECT AND ALL NECESSARY WORK AREAS. THE CONTRACTOR SHALL PROVIDE FLAGMEN, FLASHING LIGHTS, SIGNAGE, BARRICADES, AND ANY OTHER MEANS NECESSARY. 4. ALL CONFLICTING SURFACE AND SUB - SURFACE STRUCTURES, UTILITIES, AND OBSTRUCTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PROTECT EXISTING SUB - SURFACE UTILITIES AND STRUCTURES AS NECESSARY. IF DAMAGED, REPAIR OR REPLACE AT NO COST TO THE OWNER, ALL CONFLICTING CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COUNTY. 5. NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY OR OUTSIDE OF ANY EASEMENTS WITHOUT THE COUNTY'S WRITTEN PERMISSION. THE CONTRACTOR SHALL NOT DISTURB ANY ADJACENT STRUCTURES OR STRUCTURE FOUNDATIONS DURING CONSTRUCTION. IF DAMAGED, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AT NO COST TO THE OWNER. 6. SAWCUT, TO FULL DEPTH, ALL PAVEMENTS TO BE DEMOLISHED. ALL DEBRIS SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF LEGALLY OFF -SITE BY THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLISHING AND /OR ADJUSTING ALL EXISTING SITE FEATURES AS NECESSARY FOR PROPOSED CONSTRUCTION. SI TE NOTES: 1. BEFORE BEGINNING ANY CONSTRUCTION, THE LOCATION OF ALL SITE IMPROVEMENTS SHALL BE VERIFIED FOR ACCURACY AND SHALL BE STAKED IN THE FIELD BY A SURVEYOR LICENSED TO PRACTICE IN THE STATE OF VIRGINIA. ANY AND ALL DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COUNTY. NO WORK SHALL BE PERFORMED OUTSIDE OF PROPERTY BOUNDARIES WITHOUT FIRST OBTAINING THE PROPER PERMITS, EASEMENTS OR AGREEMENTS. Z. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" TO HAVE ALL UTILITIES WITHIN THE LIMITS OF PROJECT LOCATED BEFORE BEGINNING ANY WORK. 3. ALL DRAINAGE STRUCTURE'S SHALL HAVE POSITIVE SLOPE TO THE DRAIN INLET. ALL PAVEMENTS, LAWNS, AND OTHER SURFACES SHALL HAVE POSITIVE DRAINAGE WITH NO PUDDLING OR PONDING OF WATER OCCURRING ON ANY SURFACES. 4. ALL EXCAVATIONS FOR UNDERGROUND PIPE INSTALLATION, SHORING, AND SLOPES SHALL COMPLY WITH ALL OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY AND ALL OTHER LOCAL, STATE AND FEDERAL CONSTRUCTION STANDARDS AND /OR REQUIREMENTS. SITE NOTES CONTINUED 5. NO CONSTRUCTION SHALL COMMENCE UNTIL THE OWNER HAS SECURED ANY /ALL NECESSARY PLAT AND PLAN APPROVALS, ON -SITE AND OFF -SITE EASEMENT APPROVALS, CONSTRUCTION PERMITS AND DEVELOPMENT AUTHORIZATIONS FORM THE COUNTY AND OTHER AUTHORITIES OPERATING IN THE PROJECT AREA. 6. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE COUNTY OF ALBEMARLE, VOOT, AND ACSA. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR NOTIFYING THE PROPER INSPECTION AUTHORITIES AT ALL PHASES OF WORK. 7, THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR CONDITIONS OF THE SITE SURVEY OR EXISTING CONDITIONS SHOWN ON THE DRAWINGS. Rivanna Water & Sewer Authority (R WSA) General Water & Sanitary Sewer Notes - March 2008 1) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE START OF WORK. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 4) RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977 -2970 EXT. 2OZ) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5) ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE -INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 6) FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE -INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE SYSTEM. 7) THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FRAM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8) EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO ELASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10) IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE REQUIRED. 11) NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS - CONNECTION TO THE PUBLIC WATER SYSTEM. 12) ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13) NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14) TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. SOILS DESCRIPTION SUMMARY SOIL # SOIL NAME SHRINK -SWELL SLOPES FLOODING EROSION HAZARD 27C ELIDAK LOAM MODERATE 7--15% NONE SEVERE 47C LOUISBURG SANDY LOAM LOIN 7 -15% NONE SEVERE 658 PACOLET SANDY LOAM LOW 2 -7% NONE MODERATE 94B WEDOWEE SANDY LOAM MODERATE 2 -7% NONE MODERATE 94C WEDOWEE SANDY LOAM MODERATE 7 -15% NONE SEVERE NQTF-. SOILS MAP AND INFORMATION PROVIDED BY THE UNITED STATES DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE FOR ALBEMARLE COUNTY, VIRGINIA. \J 47C 47C INNOVATION DRIVE 94B 94C A /RpoRT RD SITE 94B 47C 27C 65B 27C q 27B SOILS MAP: 1" =500' ALBEMARLE COUNTY STANDARD EROSION AND SEDIMENT CONTROL NOTES 1, THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 - 02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THE PLANS, (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS),THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8, DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. 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. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA, 11, ALL WASTE MATERIAL SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL, OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL, OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE, OR CONVERT TO PERMANENT STORMWATER MAI! AGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, ISUILDING, OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75LBS /ACRE, AND IN THE 9ONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS 1100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL. L3Y THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH, AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS 11000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT )OOOLBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95 % KENTUCKY 31 OR TALL FESCUE AND D -596 PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH 1S TO BE APPLIED AT 80LBS 1100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BE THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. tie] S JA :1 MA is __ - _V reTt".102"s " ALBEMARLE CO TY VIR 1A UN GIN University of Virginia Foundation Charlottesville, Virginia SDP - 2008 -051 Minor Site Plan Amendment To: Northern. Fire &Rescue Station #2 -Final SD-P-2-006-0107 March 1 7, 2008 - CO. ARB SUBMISSION March. 21, 2008 - CO. SITE PLAN SUBMISSION June 20, 2008 - CO. ARB SUBMISSION ANHOLD ASSOCIATES, PLC Site Design Landscape Architecture Land Planning 8311 Rockfish Gap Turnpike Greenwood, VGA 22943 434 - 882 -3420 D.ANHOLD a,HUGHES.NET ARCHITECTURAL REVIEW BOARD SITE PLAN APPROVALS SHEET INDEX S -1 COVER SHEET S-2 SITE PLAN S -3 SITE DETAILS L -1 LANDSCAPE PLAN L -2 IRRIGATION PLAN (NOT INCLUDED) ES -1 EBBS PLAN DRAWN BY: DTA ��' DESIGNED BY: DTA �o �_2a -od DAVID T. ANHOLCHECKED BY: DTA )*4A SHEET NO.: S -I CERTIFICATE No000311 SHEET TITLE: COVER SHEET ARCHITECTS SEAL & SIGNATURE I °r a i •� INNOVATION DRIVE SHALL REMAIN \ 1 1 1 1 1 1111 I g �Il) ACCESSIBLE ALL IME 1 1 1 1 1 1 ' `9 1 -V C6 - - C� 1 T 1 I r DUR NG CONSTRUCTION AT 1 1 11 N I �pr�r,� 1 11 1 1 1 1 If , v 1 1 1 1 0;1 �r� 1 1 1 a Y, �- 1 SHALL OBTAII�+AL NECESSARY i� r 1 1 ' 1 op 1 l f "_- a -- I 5 - �'�� PERMITS bM VDOT TO PERFORM r v Q �' �i ,. l � _ � 1 Mme / ANY WORK IN THE VDOT R. 0. W. 1 1 1 1 1 1 1 1 1 \ CONTRACTOR SHILL LOCATE' AND MARK EXACT PROfER�Y LING NO WORK SHALL BE PERFbRMED 9FF SITE WITHOUT D�YNER' WRITTEN 1 1 I 1 f 0 { PERMISSION. ! � \ tr - -- off' � o _ -- - -_._ �_t �_ Uri i o - �1 �� ova ! °' I111'11l I o 1 111 �- `- _[DEMOLISH EXISTING GRAVEL DRIVE BE t_C� WEEN �- S _ < THIS f'OlNT AND-INNOVATION DRIVE ENTRANCE. �,;n� to � �lf _ - A�o 1 < Y- r 1 1 ra I t Gjg .\ \. GRADE AT 3:! \ ` FILL WITH SUITABLE EARTH MATERIAL, APT'L l� a j 1, _OF TOPSOIL, FINE GRADE, AND APPLY G. >° �\ �� �o I } MAX. SLOPE ra j y ~�P €R ANENT SEEDIN I \ <� 4 \ I T✓= '1"1POR�I? CC SS�EASEMENT COVERING THE :N / ARE OF 'l NEMfl lSkl;flD GRAVEL DRI Vi , Al � i �� ALL BE ELJMIII IA } O_WA�ER SHALL PROVIDE ? f' / / i k / 602 ! } I t j \ \ 1 1 A- �1 �4 t�� PPS }FOR COUNT. PROVAL.� -, �r,� i g / ts� \ ® E L1SH EXISTING DRIVE . Yr� - ` D MO WA A � �°"_ J �' PAVEMENT WJTyHIN�LIM rS OF O R� 11 PING ; , t ', S r., _'off I~ PROD Cam/ '...r�� X ` I } 1 l I ► 1 \ / 3 -, " \ { 1 \ \ \\ I 1 i TS 0 ,1 �C - ter' It Gera . :; OF i DPO !NL 4 1 { 1 Ill %' J C �_ f I 11 �, 1 1 0 E A TYPE-111 1 C� �� C r ` \ �q vr, l ' - �� \ .:.�- - rte- = - - r"' w / �/ TOP =5�9� 7.00' t+r _ o X ��'- j„ / 1i�y0DUT= 590.00�� l I 1 a� -- C DRAINAGE SWALE 3.17 /o SLOPE. ..AFTER 4" TOPS !L ! ST/ Q 1 } I 1 �j - - - - -- - -- AND Fik GRA . j���; $,TA � 5' Easement } EXISTING GRAVEL -- 695 - J s WIDE -JUTE )T A�'O,W -= 60 I { 1 I 1\ \ 1 _ /20' STOIRMWATERSM% 0 DRIVE TO BE o 4� 460 iP ~02--- I 1 {,L' REMOVED e mP 3 5 >p1 1 I } 1 Q 54.8 LF - 15" CL -1i! / �6 . 1 I • I \ \ \ I i��� 598 j 1 ' f 1 CP @ 6.02 /o � - } 1 ; .� MANHOLE, t~IH -! 1 s� - � +602,75' 604-5 TING '+602.50 CONC E�W]kLK X602., 0 'SEE LANDSCAPE PLAN _ � -FOR LIMITS OF MULCH px 91 01.50' AND SEEDING 1N- THIS 7 AREA , X00 ' x-599. 5' . / r +599:25' C NCRETE RETAINlN'G WALL M1 11. 6TDT+11 DATUM: \ \ ? - , r °. V NEER. STONE TO IMATCH RT. 29,l='N - &, E H O R I: Z O N T A L V I R G T N A TAE PLANE \ ? 'o x WALL. sE "WALL DE �giLS or a off, SHT.�`_ COORDINATES ES SOUTH ZONE NA083 \ �° � 599 I VER T -ICAL NAVD88 \ - - / `011 O FIELD RUA TOPO JUNE 2. �� 8 BW= 599.25' \� DETAb -ID STORM AT ENTRANCE -- _ _I _ _ , _ - r �'` 4, 1 \ . TOP OF WAL - X99.50 FIE�D LOCATED FEB. 20081 .�.o '�,o oo. }`;' 1�L1vS / 1'601.50'q- 601.50'-,v /• BW= 598.50 O (N I 9L1 \ ' _ O 20 20 coo � _ .- 0� - waf=eI- _ - U�- E-- J-Z7-l-`7= me t r 1 - u _ ill w� �r' _ = - - LIGNTSL SCALE uc� �- - - -' - - -`--- - - - -�� - c r_ =�f - -1t� +_ _ Dip �vav L - u L .S _ U G T - - - _ L;->5 Ol - SITE PLAN SCALE: I " =20` �� ��� � EXISTING UTILITY POLE SHALL BE RELOCATED OR A 1 2 Ise CL 605 ­_.L. L.J. 60D S Nd G A�?E 595 EX 4CT N E TH 590 54.8 F15'CL-lJI RCP @ ZZ 585 L 11 RCfCa 580 N co SCALE: VERTICAL: V' =5' HORIZONTAL: I " =50' 0 + 100 + DZ - STORMWATER UTILITY PROFIL SCALE: AS NOTED Q REMOVED. COORDINATE CONTRACTOR SHALL VERIFY EXISTING WITH ALL UT1L OWNERS. PIPS' COVER AND COORDINATE ALL EARTHWORK WITH _- WATE- R-LINE-t�TJL -- - _=-- C31hlNI =R-70 MAlN��11hf AND PROVIDE �g _ ACCEPTABLE c#rL. CONDITIONS. QUAILS OF GQNQRETE COVER AND GRATE 01- T,7h7B IS.B N4IES DETAILS OF GL3TTEFt_ ANC7_ Z" DIAMETER BAR a 10.6$ LAS. /FT. 1 GRATE A IS TO BE USED OR ND. 14 BILLET STEEL BAR 4 7.65 ' WHEN INLET 15 LOCATED IN - - - LBS. /FT., (!STAR AEIS, GRATE 6p.) MEDIAN OR OTHER AREAS NOT ry RATE A NORMALLY SUBJECT TO TRAiFIC. NOTES �- ELD 2. GRATE 8 i5 TO BE USED WHEN 1. DI-7 NO GUTTERS. INLET 15 LOCATED ON SHOULDER D3 -7A NO GUTTER IN ONE DIRECTION, OR OTHER AREAS SUBJECT TO p} -7A CUTTER IN BOTH DIRECTIONS. ` o TRAFFIC. � 2. JOINTS BETWEEN GUTTERS AND CONCRETE COVER 3, FOR DETAILS OF LOAD CARRYING ARE TO BE DOWELED WITH M % 8" SMOOTH F /R, % 4„ L2 "X2 ° %%' CRATE (CRATE B), SEE T- FII -7, RODS C APPROX. 12" C -C TO PREVENT SEFTLE- STUUpp �{{EAR L2FI4 "X211 /2'X1 /j' SHEET 7D3.OB. MEAT. IN LIEU OF DOWELS A 2" % 4" NOTCH MAY a CDNNECYOF; 4. CONCRETE COVER AND GRATE BE PROVI DED. ❑ 1-131-3 4 ALTERNATE DESIGN. ' DETAIL A ARE TO BE FURNISHED AS A BEE STAN MO f CRATE TYPE SINGLE UNIT . OUTSIDE 3, VARIABLE 211 OR FLATTER. `�$ 1 OR Ill a5N5'-0" BARS OUIENSIONS OF RATE TO PLAN VIEW (FROM PLAYS) 112 REq` ➢J OR 31_4" X 2'' tCRATE ©. 4. DITCH CR/'llE MUST BE ADJUSTED TO MEET 1 OfFFEftENCE IN ELEVATION. SEE LONGITUDINAL SEE DETAIL S. ALTERNATE METHODS OF SECTION, ANCHORING ANGLE IRON WILL BE � ACCEPTABLE IF APPROVED BY 134E 5. IF DEPTH (D) BECOMES LESS THEN 4 ", LENGTH ! 1 ENGINEER. OF WINGS ARE TO 8E EXTENDED A5 DIRECTED J J BY THE ENGINEER, SECTION A ^A SECTION B- /" G. GRATE AND cDrtAR ARE TO DE g, CURTAIN WALL TO BE LOCATED AT THE END OF GAVANIZEO. 711E PAYED DITCH SECTEONS OF THE O! -7A Y GRATE A' 0I -713 THAT ME HOT ABUTTED BY tliliER T. CONCRETE COVER MAY BE DRAINAGE. APPROXIMATE gUAYT(TiES PRECAST OR CAST IN PLACE. CONCRETE REINFORCING B. CONCRETE 7D BE CUSS A3 If CAST 7. !F NORMAL O1TC }i GRADE 15 7tl0 FLAT TO ALLOW CLASS A7 STEEL IN PLACE, 4000 PSf IF PRECAST. FOR ADJUSTED GRAPE TO MET, A SPECIAL 0.42! C. Y. 63 LBS. CUTTER DETAIL_ WILL BE REQUIRED ON PLANS. 9. CRATE BARS TO BE PARALLEL TO DITCH FLOW, ',"]` � 2•'°„ � -DITCH SECTION A -A SEE NOTE 1 '� � SEE so 4 SEE NOTE J 5'•4" GOTH SLOPES FLAT ONE STEEP SLOPE R� ONE INTERMEDJATE SLOPE C><� (�A - Pc INLET - r A,CH UP BERM CH INLET b A R , qSF � - � D' , 2 � "O• - DIT,C }{ CUTTER CRATE TO BE PROVIGED SfE NOT 6 p J- _ p ADJUSTED 70 MEET AS DIRECTED BY THE INLET ELEVATION fNCWEEA (Di'7A ONLY), TYPICAL ELEVATION see NQre J I SEE NOTE 3 axit��li MEDIAN SEE NOTE 4 � SEE NOTE 3 0'1 OR FLATTER ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP APPROXIMATE QUANTITIES CONCRETE Di -7 DE -7A DI -76 CLASS A] (CU. YDS.) BAR SPACING CHART CRATE MAXIMUM DIMENSION TYPE A B A3 0.241 CV, YDS. 0 NONE 1.211 2.176 LONGITUDINA SECTION (WHEN INLET IS LOCATED ABOVE NORMA DITCH GRADE) SEE NOTE B. SHEET 2 OF J STANDARD MEDIAN DROP INLET SPECffICATIDN REFERENCE 12" TO 42" PIPE 241 104 2J VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ APPROXIMATE QUANTITY FOR ONE GUR7AlN WALL, MEASURED FROM BOTTOM OF CUTTER CONCRETE CLASS 3 - D! -7 STORMWATER INLET DETAIL SCALE: NTS NOTE: NEW DROP INLET SHALL HAVE INLET SHAPING PER VDOT SPECIFICATIONS. DIl' FACE OF STDNi a .p _ _ ! ToP= 59.50' ffOl \ ,1 j `=` � INV. [N=586,70'1 it � co { � ; _\ REMOVE EXISTING 1 INV. OUT =586_ �0 PLANTINGS FROM UT � \ ` of AND FILL GRADES REA 602.501+ �`-t ,i -` � �4�iNG � _ I ,•t� - 1 Lj ,REPAIR ALL PVMTS AFTER o 00 594\ UT1L. CONSTRUCTION � 6W= 598.50E 1 +593.,A6' 1 ' TOP OF WALL =599.0' 38.2 LF \ 15" CL -111 SEE LANDSEAI'E PLAN FOR4:1M1TS OF GRD2JND ,• . COVER &SEEDING 1N*'• 8W=59 � 99 / .0- q k � THIS AREA +593.50' ate, -- -r..: - r' ;a;, -' „' -,�• - � ., c�'� co. 56So - - - - -� _ _ (iDD v 592 � BW- 99 4 A 12" DIP WL CONNECT TO EXlSTIN� � �L t� �;1' p•+,,'/c�� � �/ � �' CURS INLET C) 0 � { -INV,w 583. 0' �\�d i ve - e,� PROVIDE INLET SHAPING :ATEQA -T f-DO1= of TREE '1 : SEE� DETAIL 03, S -3. pvmt- rTPiny ' - L041TS OF GRADlNG� REMD 'E EXl� T , G GRA VE�j _ t DRIVE M119JN L!ri? T � REMOVE AND REPLACE`) � �� k � PROJECT�.c��' ems' � f •�1 �� 6\ t ,D EXISTING SIGN �,` �'h � g � 'fin - � % � O - ~ ! • ~rj -. !i' MH -1 SEE 5TANDN2N) SL -1 FOR APPLiCA$ILI7Y OF SAFETY SLABS. STANDARD MH-1 NOTE FftrJAE If COVER � THE TOP OF MASONRY 15 TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO BRICK AS DIRECTED ON STANDARD T-Mli- BY T D HE ENGINEER. riri c =- ' % y.: :!rw�i li / /ii�rit rr larreattrrr�' , iiii�t�tr11 � viinamtrrar IY /If�r��L- 1 %f / /.�rl Ir/ / / /.iiii■ � v /J /1own �m i viift :�trre■ r trrr rr i HALF PLAN VIEW BEVEL 45• :8!• (WITH FRAME AND CDYEfl REMOVEDI 13R1GK CONCRETE w' NOTES: or �� TABLE OF QUANTITIES 1. QUANTITIES SHOWN ARE FOR MANHOLE V,_ o _ WITHOUT PIPES. THE AMOUNT DISPLACED I DEPTH BRICK MANHOLE AoANIJC4{OlE BY PIPES MUST BE DEDVCTE) 70 08TNN TRUE QUANTITIES. -�, BRICK CONCRETE CONCRETE 2, q BASE THICKNESS OF 9" WAS USED IN FEET THOUSANDS CU. YARDS CU. YARDS COMPUTING CONCRETE QUANTITIES. p o 4 C4 0.5 0.785 1.437 J. INCREMENTS TO BE ADpED FOB EACH FOOTING 5 0.7 °.785 1.699 N3017ECNA F00 T OF DF P 7 H. 6 0.9 0.785 1.961 1.0 0.785 2.223 4. MATERIALS MAY BE BRICK, CONCRETE OR 1 8 1.2 0.785 2,46$ APPROVED CONCRETE MANHOLE BLOCK. '.. •.• x • I , ' � I A 1.4 0.785 2.747 5. IF BLACKS ARE USED THE MINIMUM DIAMETER - 4'-B"- (2 WALL THICKNESS) 70 1.6 0.765 3.009 THICKNESS OF SAME IS TO BE S ". OTHER THICKNESSES ARE TO CONFORM 11 1.9 0.970 3.455 TO WALL THICKNESS SHOWN FOR SECTION B,.B 12 2.2 0.970 3.817 CONCRETE. 13 - 2.5 0.970 4.179 14 2.8 0.970 4.541 S. ALL CONCRETE TO BE CLASS A3, BRICK CONCRETE 15 347 ,9 0 4.903 7, WHEW SPECIFIED ON PLANS THE DR FB 3.4 0.970 B INVERT IS TO BE SHAPED IN CONCRETE BLOCK a 4.D - ACCORDANCE Wall STANDARD Is -t. SHEET 1 OF 5 iNCREMEM 0.45 SPEffICATrAt( MANHOLE FOR 12" - 48" PIPE CULVERTS ` VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.01 04 - MH -I MANHOLE DETAIL SCALE: Nrs NOTE: NEW MANHOLE SHALL HAVt rNLt I SHAPING PER VDOT SPECIFICATIONS. ,41VHDL D ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRNPX. GREENw000, VIRGINIA 22943 MasuF: 434.882.3420 VOICE /Fax.. 540.456.5422 aANHOLD@NUGNES. NET dW V Q L� 1_ Q) r Joy No.: N as O It � o Q` � N Z z � W OQ� firr'-^^- � >< I~- Y! O i � O J W m � � Q - O D CL U c 46-07 �DAVID _T.�ANHOE.1} Y CERTIFICATE Na. 000391 �I�b �AN➢SCA4�'_�4� DATE: MARCH 17, 1008 REVISION_ 3 -17 -08 ARB SUBM. 3 -21 -08 CO. SP SUBM. 5 -30 -08 95% PRICING 6-20 -08 ARB SUBM. SCALE AS NOTED SHEET TITLE: SITE PLAN 8( SITE DETAILS SHEET NO.. SHT. 2 OF b F- I 1 - I I 6.81 - - QUAILS OF GQNQRETE COVER AND GRATE 01- T,7h7B IS.B N4IES DETAILS OF GL3TTEFt_ ANC7_ Z" DIAMETER BAR a 10.6$ LAS. /FT. 1 GRATE A IS TO BE USED OR ND. 14 BILLET STEEL BAR 4 7.65 ' WHEN INLET 15 LOCATED IN - - - LBS. /FT., (!STAR AEIS, GRATE 6p.) MEDIAN OR OTHER AREAS NOT ry RATE A NORMALLY SUBJECT TO TRAiFIC. NOTES �- ELD 2. GRATE 8 i5 TO BE USED WHEN 1. DI-7 NO GUTTERS. INLET 15 LOCATED ON SHOULDER D3 -7A NO GUTTER IN ONE DIRECTION, OR OTHER AREAS SUBJECT TO p} -7A CUTTER IN BOTH DIRECTIONS. ` o TRAFFIC. � 2. JOINTS BETWEEN GUTTERS AND CONCRETE COVER 3, FOR DETAILS OF LOAD CARRYING ARE TO BE DOWELED WITH M % 8" SMOOTH F /R, % 4„ L2 "X2 ° %%' CRATE (CRATE B), SEE T- FII -7, RODS C APPROX. 12" C -C TO PREVENT SEFTLE- STUUpp �{{EAR L2FI4 "X211 /2'X1 /j' SHEET 7D3.OB. MEAT. IN LIEU OF DOWELS A 2" % 4" NOTCH MAY a CDNNECYOF; 4. CONCRETE COVER AND GRATE BE PROVI DED. ❑ 1-131-3 4 ALTERNATE DESIGN. ' DETAIL A ARE TO BE FURNISHED AS A BEE STAN MO f CRATE TYPE SINGLE UNIT . OUTSIDE 3, VARIABLE 211 OR FLATTER. `�$ 1 OR Ill a5N5'-0" BARS OUIENSIONS OF RATE TO PLAN VIEW (FROM PLAYS) 112 REq` ➢J OR 31_4" X 2'' tCRATE ©. 4. DITCH CR/'llE MUST BE ADJUSTED TO MEET 1 OfFFEftENCE IN ELEVATION. SEE LONGITUDINAL SEE DETAIL S. ALTERNATE METHODS OF SECTION, ANCHORING ANGLE IRON WILL BE � ACCEPTABLE IF APPROVED BY 134E 5. IF DEPTH (D) BECOMES LESS THEN 4 ", LENGTH ! 1 ENGINEER. OF WINGS ARE TO 8E EXTENDED A5 DIRECTED J J BY THE ENGINEER, SECTION A ^A SECTION B- /" G. GRATE AND cDrtAR ARE TO DE g, CURTAIN WALL TO BE LOCATED AT THE END OF GAVANIZEO. 711E PAYED DITCH SECTEONS OF THE O! -7A Y GRATE A' 0I -713 THAT ME HOT ABUTTED BY tliliER T. CONCRETE COVER MAY BE DRAINAGE. APPROXIMATE gUAYT(TiES PRECAST OR CAST IN PLACE. CONCRETE REINFORCING B. CONCRETE 7D BE CUSS A3 If CAST 7. !F NORMAL O1TC }i GRADE 15 7tl0 FLAT TO ALLOW CLASS A7 STEEL IN PLACE, 4000 PSf IF PRECAST. FOR ADJUSTED GRAPE TO MET, A SPECIAL 0.42! C. Y. 63 LBS. CUTTER DETAIL_ WILL BE REQUIRED ON PLANS. 9. CRATE BARS TO BE PARALLEL TO DITCH FLOW, ',"]` � 2•'°„ � -DITCH SECTION A -A SEE NOTE 1 '� � SEE so 4 SEE NOTE J 5'•4" GOTH SLOPES FLAT ONE STEEP SLOPE R� ONE INTERMEDJATE SLOPE C><� (�A - Pc INLET - r A,CH UP BERM CH INLET b A R , qSF � - � D' , 2 � "O• - DIT,C }{ CUTTER CRATE TO BE PROVIGED SfE NOT 6 p J- _ p ADJUSTED 70 MEET AS DIRECTED BY THE INLET ELEVATION fNCWEEA (Di'7A ONLY), TYPICAL ELEVATION see NQre J I SEE NOTE 3 axit��li MEDIAN SEE NOTE 4 � SEE NOTE 3 0'1 OR FLATTER ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP APPROXIMATE QUANTITIES CONCRETE Di -7 DE -7A DI -76 CLASS A] (CU. YDS.) BAR SPACING CHART CRATE MAXIMUM DIMENSION TYPE A B A3 0.241 CV, YDS. 0 NONE 1.211 2.176 LONGITUDINA SECTION (WHEN INLET IS LOCATED ABOVE NORMA DITCH GRADE) SEE NOTE B. SHEET 2 OF J STANDARD MEDIAN DROP INLET SPECffICATIDN REFERENCE 12" TO 42" PIPE 241 104 2J VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ APPROXIMATE QUANTITY FOR ONE GUR7AlN WALL, MEASURED FROM BOTTOM OF CUTTER CONCRETE CLASS 3 - D! -7 STORMWATER INLET DETAIL SCALE: NTS NOTE: NEW DROP INLET SHALL HAVE INLET SHAPING PER VDOT SPECIFICATIONS. DIl' FACE OF STDNi a .p _ _ ! ToP= 59.50' ffOl \ ,1 j `=` � INV. [N=586,70'1 it � co { � ; _\ REMOVE EXISTING 1 INV. OUT =586_ �0 PLANTINGS FROM UT � \ ` of AND FILL GRADES REA 602.501+ �`-t ,i -` � �4�iNG � _ I ,•t� - 1 Lj ,REPAIR ALL PVMTS AFTER o 00 594\ UT1L. CONSTRUCTION � 6W= 598.50E 1 +593.,A6' 1 ' TOP OF WALL =599.0' 38.2 LF \ 15" CL -111 SEE LANDSEAI'E PLAN FOR4:1M1TS OF GRD2JND ,• . COVER &SEEDING 1N*'• 8W=59 � 99 / .0- q k � THIS AREA +593.50' ate, -- -r..: - r' ;a;, -' „' -,�• - � ., c�'� co. 56So - - - - -� _ _ (iDD v 592 � BW- 99 4 A 12" DIP WL CONNECT TO EXlSTIN� � �L t� �;1' p•+,,'/c�� � �/ � �' CURS INLET C) 0 � { -INV,w 583. 0' �\�d i ve - e,� PROVIDE INLET SHAPING :ATEQA -T f-DO1= of TREE '1 : SEE� DETAIL 03, S -3. pvmt- rTPiny ' - L041TS OF GRADlNG� REMD 'E EXl� T , G GRA VE�j _ t DRIVE M119JN L!ri? T � REMOVE AND REPLACE`) � �� k � PROJECT�.c��' ems' � f •�1 �� 6\ t ,D EXISTING SIGN �,` �'h � g � 'fin - � % � O - ~ ! • ~rj -. !i' MH -1 SEE 5TANDN2N) SL -1 FOR APPLiCA$ILI7Y OF SAFETY SLABS. STANDARD MH-1 NOTE FftrJAE If COVER � THE TOP OF MASONRY 15 TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO BRICK AS DIRECTED ON STANDARD T-Mli- BY T D HE ENGINEER. riri c =- ' % y.: :!rw�i li / /ii�rit rr larreattrrr�' , iiii�t�tr11 � viinamtrrar IY /If�r��L- 1 %f / /.�rl Ir/ / / /.iiii■ � v /J /1own �m i viift :�trre■ r trrr rr i HALF PLAN VIEW BEVEL 45• :8!• (WITH FRAME AND CDYEfl REMOVEDI 13R1GK CONCRETE w' NOTES: or �� TABLE OF QUANTITIES 1. QUANTITIES SHOWN ARE FOR MANHOLE V,_ o _ WITHOUT PIPES. THE AMOUNT DISPLACED I DEPTH BRICK MANHOLE AoANIJC4{OlE BY PIPES MUST BE DEDVCTE) 70 08TNN TRUE QUANTITIES. -�, BRICK CONCRETE CONCRETE 2, q BASE THICKNESS OF 9" WAS USED IN FEET THOUSANDS CU. YARDS CU. YARDS COMPUTING CONCRETE QUANTITIES. p o 4 C4 0.5 0.785 1.437 J. INCREMENTS TO BE ADpED FOB EACH FOOTING 5 0.7 °.785 1.699 N3017ECNA F00 T OF DF P 7 H. 6 0.9 0.785 1.961 1.0 0.785 2.223 4. MATERIALS MAY BE BRICK, CONCRETE OR 1 8 1.2 0.785 2,46$ APPROVED CONCRETE MANHOLE BLOCK. '.. •.• x • I , ' � I A 1.4 0.785 2.747 5. IF BLACKS ARE USED THE MINIMUM DIAMETER - 4'-B"- (2 WALL THICKNESS) 70 1.6 0.765 3.009 THICKNESS OF SAME IS TO BE S ". OTHER THICKNESSES ARE TO CONFORM 11 1.9 0.970 3.455 TO WALL THICKNESS SHOWN FOR SECTION B,.B 12 2.2 0.970 3.817 CONCRETE. 13 - 2.5 0.970 4.179 14 2.8 0.970 4.541 S. ALL CONCRETE TO BE CLASS A3, BRICK CONCRETE 15 347 ,9 0 4.903 7, WHEW SPECIFIED ON PLANS THE DR FB 3.4 0.970 B INVERT IS TO BE SHAPED IN CONCRETE BLOCK a 4.D - ACCORDANCE Wall STANDARD Is -t. SHEET 1 OF 5 iNCREMEM 0.45 SPEffICATrAt( MANHOLE FOR 12" - 48" PIPE CULVERTS ` VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.01 04 - MH -I MANHOLE DETAIL SCALE: Nrs NOTE: NEW MANHOLE SHALL HAVt rNLt I SHAPING PER VDOT SPECIFICATIONS. ,41VHDL D ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRNPX. GREENw000, VIRGINIA 22943 MasuF: 434.882.3420 VOICE /Fax.. 540.456.5422 aANHOLD@NUGNES. NET dW V Q L� 1_ Q) r Joy No.: N as O It � o Q` � N Z z � W OQ� firr'-^^- � >< I~- Y! O i � O J W m � � Q - O D CL U c 46-07 �DAVID _T.�ANHOE.1} Y CERTIFICATE Na. 000391 �I�b �AN➢SCA4�'_�4� DATE: MARCH 17, 1008 REVISION_ 3 -17 -08 ARB SUBM. 3 -21 -08 CO. SP SUBM. 5 -30 -08 95% PRICING 6-20 -08 ARB SUBM. SCALE AS NOTED SHEET TITLE: SITE PLAN 8( SITE DETAILS SHEET NO.. SHT. 2 OF b A3 0.241 CV, YDS. 0 NONE 1.211 2.176 LONGITUDINA SECTION (WHEN INLET IS LOCATED ABOVE NORMA DITCH GRADE) SEE NOTE B. SHEET 2 OF J STANDARD MEDIAN DROP INLET SPECffICATIDN REFERENCE 12" TO 42" PIPE 241 104 2J VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ APPROXIMATE QUANTITY FOR ONE GUR7AlN WALL, MEASURED FROM BOTTOM OF CUTTER CONCRETE CLASS 3 - D! -7 STORMWATER INLET DETAIL SCALE: NTS NOTE: NEW DROP INLET SHALL HAVE INLET SHAPING PER VDOT SPECIFICATIONS. DIl' FACE OF STDNi a .p _ _ ! ToP= 59.50' ffOl \ ,1 j `=` � INV. [N=586,70'1 it � co { � ; _\ REMOVE EXISTING 1 INV. OUT =586_ �0 PLANTINGS FROM UT � \ ` of AND FILL GRADES REA 602.501+ �`-t ,i -` � �4�iNG � _ I ,•t� - 1 Lj ,REPAIR ALL PVMTS AFTER o 00 594\ UT1L. CONSTRUCTION � 6W= 598.50E 1 +593.,A6' 1 ' TOP OF WALL =599.0' 38.2 LF \ 15" CL -111 SEE LANDSEAI'E PLAN FOR4:1M1TS OF GRD2JND ,• . COVER &SEEDING 1N*'• 8W=59 � 99 / .0- q k � THIS AREA +593.50' ate, -- -r..: - r' ;a;, -' „' -,�• - � ., c�'� co. 56So - - - - -� _ _ (iDD v 592 � BW- 99 4 A 12" DIP WL CONNECT TO EXlSTIN� � �L t� �;1' p•+,,'/c�� � �/ � �' CURS INLET C) 0 � { -INV,w 583. 0' �\�d i ve - e,� PROVIDE INLET SHAPING :ATEQA -T f-DO1= of TREE '1 : SEE� DETAIL 03, S -3. pvmt- rTPiny ' - L041TS OF GRADlNG� REMD 'E EXl� T , G GRA VE�j _ t DRIVE M119JN L!ri? T � REMOVE AND REPLACE`) � �� k � PROJECT�.c��' ems' � f •�1 �� 6\ t ,D EXISTING SIGN �,` �'h � g � 'fin - � % � O - ~ ! • ~rj -. !i' MH -1 SEE 5TANDN2N) SL -1 FOR APPLiCA$ILI7Y OF SAFETY SLABS. STANDARD MH-1 NOTE FftrJAE If COVER � THE TOP OF MASONRY 15 TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO BRICK AS DIRECTED ON STANDARD T-Mli- BY T D HE ENGINEER. riri c =- ' % y.: :!rw�i li / /ii�rit rr larreattrrr�' , iiii�t�tr11 � viinamtrrar IY /If�r��L- 1 %f / /.�rl Ir/ / / /.iiii■ � v /J /1own �m i viift :�trre■ r trrr rr i HALF PLAN VIEW BEVEL 45• :8!• (WITH FRAME AND CDYEfl REMOVEDI 13R1GK CONCRETE w' NOTES: or �� TABLE OF QUANTITIES 1. QUANTITIES SHOWN ARE FOR MANHOLE V,_ o _ WITHOUT PIPES. THE AMOUNT DISPLACED I DEPTH BRICK MANHOLE AoANIJC4{OlE BY PIPES MUST BE DEDVCTE) 70 08TNN TRUE QUANTITIES. -�, BRICK CONCRETE CONCRETE 2, q BASE THICKNESS OF 9" WAS USED IN FEET THOUSANDS CU. YARDS CU. YARDS COMPUTING CONCRETE QUANTITIES. p o 4 C4 0.5 0.785 1.437 J. INCREMENTS TO BE ADpED FOB EACH FOOTING 5 0.7 °.785 1.699 N3017ECNA F00 T OF DF P 7 H. 6 0.9 0.785 1.961 1.0 0.785 2.223 4. MATERIALS MAY BE BRICK, CONCRETE OR 1 8 1.2 0.785 2,46$ APPROVED CONCRETE MANHOLE BLOCK. '.. •.• x • I , ' � I A 1.4 0.785 2.747 5. IF BLACKS ARE USED THE MINIMUM DIAMETER - 4'-B"- (2 WALL THICKNESS) 70 1.6 0.765 3.009 THICKNESS OF SAME IS TO BE S ". OTHER THICKNESSES ARE TO CONFORM 11 1.9 0.970 3.455 TO WALL THICKNESS SHOWN FOR SECTION B,.B 12 2.2 0.970 3.817 CONCRETE. 13 - 2.5 0.970 4.179 14 2.8 0.970 4.541 S. ALL CONCRETE TO BE CLASS A3, BRICK CONCRETE 15 347 ,9 0 4.903 7, WHEW SPECIFIED ON PLANS THE DR FB 3.4 0.970 B INVERT IS TO BE SHAPED IN CONCRETE BLOCK a 4.D - ACCORDANCE Wall STANDARD Is -t. SHEET 1 OF 5 iNCREMEM 0.45 SPEffICATrAt( MANHOLE FOR 12" - 48" PIPE CULVERTS ` VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.01 04 - MH -I MANHOLE DETAIL SCALE: Nrs NOTE: NEW MANHOLE SHALL HAVt rNLt I SHAPING PER VDOT SPECIFICATIONS. ,41VHDL D ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRNPX. GREENw000, VIRGINIA 22943 MasuF: 434.882.3420 VOICE /Fax.. 540.456.5422 aANHOLD@NUGNES. NET dW V Q L� 1_ Q) r Joy No.: N as O It � o Q` � N Z z � W OQ� firr'-^^- � >< I~- Y! O i � O J W m � � Q - O D CL U c 46-07 �DAVID _T.�ANHOE.1} Y CERTIFICATE Na. 000391 �I�b �AN➢SCA4�'_�4� DATE: MARCH 17, 1008 REVISION_ 3 -17 -08 ARB SUBM. 3 -21 -08 CO. SP SUBM. 5 -30 -08 95% PRICING 6-20 -08 ARB SUBM. SCALE AS NOTED SHEET TITLE: SITE PLAN 8( SITE DETAILS SHEET NO.. SHT. 2 OF b 2 OF J STANDARD MEDIAN DROP INLET SPECffICATIDN REFERENCE 12" TO 42" PIPE 241 104 2J VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ APPROXIMATE QUANTITY FOR ONE GUR7AlN WALL, MEASURED FROM BOTTOM OF CUTTER CONCRETE CLASS 3 - D! -7 STORMWATER INLET DETAIL SCALE: NTS NOTE: NEW DROP INLET SHALL HAVE INLET SHAPING PER VDOT SPECIFICATIONS. DIl' FACE OF STDNi a .p _ _ ! ToP= 59.50' ffOl \ ,1 j `=` � INV. [N=586,70'1 it � co { � ; _\ REMOVE EXISTING 1 INV. OUT =586_ �0 PLANTINGS FROM UT � \ ` of AND FILL GRADES REA 602.501+ �`-t ,i -` � �4�iNG � _ I ,•t� - 1 Lj ,REPAIR ALL PVMTS AFTER o 00 594\ UT1L. CONSTRUCTION � 6W= 598.50E 1 +593.,A6' 1 ' TOP OF WALL =599.0' 38.2 LF \ 15" CL -111 SEE LANDSEAI'E PLAN FOR4:1M1TS OF GRD2JND ,• . COVER &SEEDING 1N*'• 8W=59 � 99 / .0- q k � THIS AREA +593.50' ate, -- -r..: - r' ;a;, -' „' -,�• - � ., c�'� co. 56So - - - - -� _ _ (iDD v 592 � BW- 99 4 A 12" DIP WL CONNECT TO EXlSTIN� � �L t� �;1' p•+,,'/c�� � �/ � �' CURS INLET C) 0 � { -INV,w 583. 0' �\�d i ve - e,� PROVIDE INLET SHAPING :ATEQA -T f-DO1= of TREE '1 : SEE� DETAIL 03, S -3. pvmt- rTPiny ' - L041TS OF GRADlNG� REMD 'E EXl� T , G GRA VE�j _ t DRIVE M119JN L!ri? T � REMOVE AND REPLACE`) � �� k � PROJECT�.c��' ems' � f •�1 �� 6\ t ,D EXISTING SIGN �,` �'h � g � 'fin - � % � O - ~ ! • ~rj -. !i' MH -1 SEE 5TANDN2N) SL -1 FOR APPLiCA$ILI7Y OF SAFETY SLABS. STANDARD MH-1 NOTE FftrJAE If COVER � THE TOP OF MASONRY 15 TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO BRICK AS DIRECTED ON STANDARD T-Mli- BY T D HE ENGINEER. riri c =- ' % y.: :!rw�i li / /ii�rit rr larreattrrr�' , iiii�t�tr11 � viinamtrrar IY /If�r��L- 1 %f / /.�rl Ir/ / / /.iiii■ � v /J /1own �m i viift :�trre■ r trrr rr i HALF PLAN VIEW BEVEL 45• :8!• (WITH FRAME AND CDYEfl REMOVEDI 13R1GK CONCRETE w' NOTES: or �� TABLE OF QUANTITIES 1. QUANTITIES SHOWN ARE FOR MANHOLE V,_ o _ WITHOUT PIPES. THE AMOUNT DISPLACED I DEPTH BRICK MANHOLE AoANIJC4{OlE BY PIPES MUST BE DEDVCTE) 70 08TNN TRUE QUANTITIES. -�, BRICK CONCRETE CONCRETE 2, q BASE THICKNESS OF 9" WAS USED IN FEET THOUSANDS CU. YARDS CU. YARDS COMPUTING CONCRETE QUANTITIES. p o 4 C4 0.5 0.785 1.437 J. INCREMENTS TO BE ADpED FOB EACH FOOTING 5 0.7 °.785 1.699 N3017ECNA F00 T OF DF P 7 H. 6 0.9 0.785 1.961 1.0 0.785 2.223 4. MATERIALS MAY BE BRICK, CONCRETE OR 1 8 1.2 0.785 2,46$ APPROVED CONCRETE MANHOLE BLOCK. '.. •.• x • I , ' � I A 1.4 0.785 2.747 5. IF BLACKS ARE USED THE MINIMUM DIAMETER - 4'-B"- (2 WALL THICKNESS) 70 1.6 0.765 3.009 THICKNESS OF SAME IS TO BE S ". OTHER THICKNESSES ARE TO CONFORM 11 1.9 0.970 3.455 TO WALL THICKNESS SHOWN FOR SECTION B,.B 12 2.2 0.970 3.817 CONCRETE. 13 - 2.5 0.970 4.179 14 2.8 0.970 4.541 S. ALL CONCRETE TO BE CLASS A3, BRICK CONCRETE 15 347 ,9 0 4.903 7, WHEW SPECIFIED ON PLANS THE DR FB 3.4 0.970 B INVERT IS TO BE SHAPED IN CONCRETE BLOCK a 4.D - ACCORDANCE Wall STANDARD Is -t. SHEET 1 OF 5 iNCREMEM 0.45 SPEffICATrAt( MANHOLE FOR 12" - 48" PIPE CULVERTS ` VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.01 04 - MH -I MANHOLE DETAIL SCALE: Nrs NOTE: NEW MANHOLE SHALL HAVt rNLt I SHAPING PER VDOT SPECIFICATIONS. ,41VHDL D ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRNPX. GREENw000, VIRGINIA 22943 MasuF: 434.882.3420 VOICE /Fax.. 540.456.5422 aANHOLD@NUGNES. NET dW V Q L� 1_ Q) r Joy No.: N as O It � o Q` � N Z z � W OQ� firr'-^^- � >< I~- Y! O i � O J W m � � Q - O D CL U c 46-07 �DAVID _T.�ANHOE.1} Y CERTIFICATE Na. 000391 �I�b �AN➢SCA4�'_�4� DATE: MARCH 17, 1008 REVISION_ 3 -17 -08 ARB SUBM. 3 -21 -08 CO. SP SUBM. 5 -30 -08 95% PRICING 6-20 -08 ARB SUBM. SCALE AS NOTED SHEET TITLE: SITE PLAN 8( SITE DETAILS SHEET NO.. SHT. 2 OF b HALF PLAN VIEW BEVEL 45• :8!• (WITH FRAME AND CDYEfl REMOVEDI 13R1GK CONCRETE w' NOTES: or �� TABLE OF QUANTITIES 1. QUANTITIES SHOWN ARE FOR MANHOLE V,_ o _ WITHOUT PIPES. THE AMOUNT DISPLACED I DEPTH BRICK MANHOLE AoANIJC4{OlE BY PIPES MUST BE DEDVCTE) 70 08TNN TRUE QUANTITIES. -�, BRICK CONCRETE CONCRETE 2, q BASE THICKNESS OF 9" WAS USED IN FEET THOUSANDS CU. YARDS CU. YARDS COMPUTING CONCRETE QUANTITIES. p o 4 C4 0.5 0.785 1.437 J. INCREMENTS TO BE ADpED FOB EACH FOOTING 5 0.7 °.785 1.699 N3017ECNA F00 T OF DF P 7 H. 6 0.9 0.785 1.961 1.0 0.785 2.223 4. MATERIALS MAY BE BRICK, CONCRETE OR 1 8 1.2 0.785 2,46$ APPROVED CONCRETE MANHOLE BLOCK. '.. •.• x • I , ' � I A 1.4 0.785 2.747 5. IF BLACKS ARE USED THE MINIMUM DIAMETER - 4'-B"- (2 WALL THICKNESS) 70 1.6 0.765 3.009 THICKNESS OF SAME IS TO BE S ". OTHER THICKNESSES ARE TO CONFORM 11 1.9 0.970 3.455 TO WALL THICKNESS SHOWN FOR SECTION B,.B 12 2.2 0.970 3.817 CONCRETE. 13 - 2.5 0.970 4.179 14 2.8 0.970 4.541 S. ALL CONCRETE TO BE CLASS A3, BRICK CONCRETE 15 347 ,9 0 4.903 7, WHEW SPECIFIED ON PLANS THE DR FB 3.4 0.970 B INVERT IS TO BE SHAPED IN CONCRETE BLOCK a 4.D - ACCORDANCE Wall STANDARD Is -t. SHEET 1 OF 5 iNCREMEM 0.45 SPEffICATrAt( MANHOLE FOR 12" - 48" PIPE CULVERTS ` VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.01 04 - MH -I MANHOLE DETAIL SCALE: Nrs NOTE: NEW MANHOLE SHALL HAVt rNLt I SHAPING PER VDOT SPECIFICATIONS. ,41VHDL D ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRNPX. GREENw000, VIRGINIA 22943 MasuF: 434.882.3420 VOICE /Fax.. 540.456.5422 aANHOLD@NUGNES. NET dW V Q L� 1_ Q) r Joy No.: N as O It � o Q` � N Z z � W OQ� firr'-^^- � >< I~- Y! O i � O J W m � � Q - O D CL U c 46-07 �DAVID _T.�ANHOE.1} Y CERTIFICATE Na. 000391 �I�b �AN➢SCA4�'_�4� DATE: MARCH 17, 1008 REVISION_ 3 -17 -08 ARB SUBM. 3 -21 -08 CO. SP SUBM. 5 -30 -08 95% PRICING 6-20 -08 ARB SUBM. SCALE AS NOTED SHEET TITLE: SITE PLAN 8( SITE DETAILS SHEET NO.. SHT. 2 OF b 04 - MH -I MANHOLE DETAIL SCALE: Nrs NOTE: NEW MANHOLE SHALL HAVt rNLt I SHAPING PER VDOT SPECIFICATIONS. ,41VHDL D ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRNPX. GREENw000, VIRGINIA 22943 MasuF: 434.882.3420 VOICE /Fax.. 540.456.5422 aANHOLD@NUGNES. NET dW V Q L� 1_ Q) r Joy No.: N as O It � o Q` � N Z z � W OQ� firr'-^^- � >< I~- Y! O i � O J W m � � Q - O D CL U c 46-07 �DAVID _T.�ANHOE.1} Y CERTIFICATE Na. 000391 �I�b �AN➢SCA4�'_�4� DATE: MARCH 17, 1008 REVISION_ 3 -17 -08 ARB SUBM. 3 -21 -08 CO. SP SUBM. 5 -30 -08 95% PRICING 6-20 -08 ARB SUBM. SCALE AS NOTED SHEET TITLE: SITE PLAN 8( SITE DETAILS SHEET NO.. SHT. 2 OF b 06 - STORMWATER UTILITY CALCULATIONS SCALE: NTS _ N �3�2 ovr0 �t'� ° hq3 • - � 11' 11 ' 1 SS Wit,. � •�'? 1 4a111e rn 1 , -1 4 SDI 7lbRAINAGE AREA' }`'� ,rv�-• r 1TCd�5e h PDJECT n L MISS O� �} ^ u 0 , .+� ' y �`,- . �. - _� I l 1 i 1 �'' 1 3 [� •V O x r 5-- � Oh n^ I 602.75' 4.511 -r- �'r ` / - - }Se•� Il '` ' / o ff r 0 - } - -�4 •� 'TOP OF WAI- = 544,50' i \ +' BW =599.25' tie+ $ o rD F WA -9s 50' / i _ t t " low-596.60 / W } 601 -Se'i' / / I re t��r ✓�c BW- I . 1 o - 05 - STORMWATER DRAINAGE AREA SCALE: I"=40' NOTES: I. THIS DRAWING FOR WALL AND FOOTER LAYOUT ONLY. SEE RETAINING WALL DETAIL FOR CONSTRUCTION. 2. OWNER'S GEOTECHNICAL ENGINEER SHALL APPROVE, IN WRITING, SOIL BEARING CONDITIONS BEFORE CONTRACTOR BEGINS ANY FOOTER CONSTRUCTION. 3. TF = TOP OF FOOTER 4. TOP OF STONE WALL = 599.50' 5. TOP OF FOOTER SHALL HAVE 1.5' MINIMUM COVER. CONTRACTOR SHALL VERIFY ALL EXISTIING AND PROPOSED CONDITIONS PRIOR TO POURING FOOTERS. 6. NO CONCRETE SHALL BE VISIBLE ABOVE GROUND. CONTRACTOR SHALL COORDINATE TOP OF CONCRETE AS NECESSARY. 7. NO RAILING IS REQUIRED AT TOP OF WALL. CONTRACTOR AND OWNER SHALL BE RESPONSIBLE FOR MAINTAINING SAFE CONDITIONS AT ALL TIMES. -�--8" STONE TF= 596.50' I I' PB } NO PROJECTION OF PIPE ABOVE GROUND LINE 70P OF FILL 74P OF f4L TOP OF FILL CI 35PMH240 � GROUND LiNE�H � PIPE DR& AGE RUNOFF RAOtFALL TTME OF RUNOFF 42, � - rr D rr II tz^ � r D. rr t �ENTTH t2° 11 ' d ]NCR-EM ACCUM - -- -- -- IHORIZ) TYPE LOWER UPPER RYM TYPE LENGTH AREA COEFF, e x A ]INTENSITY CONCENT. PIPE AU+ SLOPE ALLOW, FROM TO STRUCTURE INVERT INVERT ELEV PIPE FT. (ACRES) C FNCREM ACCUM it, (131111!) T. (min) Q10 (Cfs} Qtn (cfs) (Ilk) $ ( °fo) R ( (CI8) 2 DI -•7 590.00 _ ROCK OR UNYIELDING 597.00 CL -Ilt RCP 54.8 0.42G 0.35 0.147 0.147 7.50 5 1.103 1.103 15 6.02 O.Ot3 15.90 I MH -t OTHERWISE UNSUITABLE MATERIAL 586.70 593.50 D - OUTSIDE DIAMETER OF PIPE. METHOD "A" PIPE BEDDING SHALL BE USED AS d - INSIDE DIAMETER OF PIPE. WITHSSEG TONX 302 MATERLAL IN ROAD AND ACCORDANCE BRIDGE FOLLOWS UNLESS OTHERWISE NOTED ON PLANS. b -DEPTH AS SHOWN ON PENIS OR TO FIRM SPECIFICATIONS. RIGID PIPE BEARING SOIL, WHEN H IS LESS THAN OR EQUAL TO 30' CLASS A DACXFiLL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE FLEXIBLE PIPE LJ1JJd SPEGIFICATEONS.*�E AS SHOWN ON TABLES •�- MAY BE ELIAtfNATFp UNDER ENTRANCE PIPE EXCEPT FOR PLASTIC PIPE INSTALLATIONS, WHERE DIRECTED **FOR PLASTIC PIPE INSTALLATIONS, CLASS I DACNFILL ® EMBANKMENT BY THE ENGINEER. MATEflIA1 SHALL 8E USED IN LIEU OF CLA55 I. 54iEET t OF 4 �r I MH -t 586.50 CIRCULAR PIPE BEDDING AND BACKFILL -METHOD "A" 593.50 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01 CL -111 RCP 36.2 0.000 0.00 0.000 0.147 7.50 5 0.000 1.103 15 6.81 0.013 16.90 A EXIST. Dl -3 583.90 591.10 06 - STORMWATER UTILITY CALCULATIONS SCALE: NTS _ N �3�2 ovr0 �t'� ° hq3 • - � 11' 11 ' 1 SS Wit,. � •�'? 1 4a111e rn 1 , -1 4 SDI 7lbRAINAGE AREA' }`'� ,rv�-• r 1TCd�5e h PDJECT n L MISS O� �} ^ u 0 , .+� ' y �`,- . �. - _� I l 1 i 1 �'' 1 3 [� •V O x r 5-- � Oh n^ I 602.75' 4.511 -r- �'r ` / - - }Se•� Il '` ' / o ff r 0 - } - -�4 •� 'TOP OF WAI- = 544,50' i \ +' BW =599.25' tie+ $ o rD F WA -9s 50' / i _ t t " low-596.60 / W } 601 -Se'i' / / I re t��r ✓�c BW- I . 1 o - 05 - STORMWATER DRAINAGE AREA SCALE: I"=40' NOTES: I. THIS DRAWING FOR WALL AND FOOTER LAYOUT ONLY. SEE RETAINING WALL DETAIL FOR CONSTRUCTION. 2. OWNER'S GEOTECHNICAL ENGINEER SHALL APPROVE, IN WRITING, SOIL BEARING CONDITIONS BEFORE CONTRACTOR BEGINS ANY FOOTER CONSTRUCTION. 3. TF = TOP OF FOOTER 4. TOP OF STONE WALL = 599.50' 5. TOP OF FOOTER SHALL HAVE 1.5' MINIMUM COVER. CONTRACTOR SHALL VERIFY ALL EXISTIING AND PROPOSED CONDITIONS PRIOR TO POURING FOOTERS. 6. NO CONCRETE SHALL BE VISIBLE ABOVE GROUND. CONTRACTOR SHALL COORDINATE TOP OF CONCRETE AS NECESSARY. 7. NO RAILING IS REQUIRED AT TOP OF WALL. CONTRACTOR AND OWNER SHALL BE RESPONSIBLE FOR MAINTAINING SAFE CONDITIONS AT ALL TIMES. -�--8" STONE TF= 596.50' I I' PB } NO PROJECTION OF PIPE ABOVE GROUND LINE 70P OF FILL 74P OF f4L TOP OF FILL CI 35PMH240 � GROUND LiNE�H � _� GROUND LINE =M = GROUNO LINE H rrrrrrr 555555 o/z r rrr 'EARTH - 555555 rrrrr _ Ti T 555555 55555 t }' �_ rr . rrr tLL=1" + ° ll r 42, � - rr D rr II tz^ � r D. rr t �ENTTH t2° 11 ' d _li rr rr � ROCK OR � d UNYIELDING r d rr - -- -- -- IHORIZ) I u BEDDING MATERIAL MIN. 1/10 D I , MIN. V70 D BEDDING -}i MATERIAL % e_ r MIN. t /10 D %" DIMENSION € l % MADTERIAL a1E- 11/11 PER "X" MNNTNNEO MNNTNNEp OF To FOPE OSFOQIPE BE MNNTNNED l' OF H DIMENSION TO BE MIN g„ TO TOP OF PIPE TO TOP PIPE FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAx ""ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL grade. #4 a lo• � H H rrrrrrrrrrrrr rrrrrrrrrrrrr = D +2 =_ "MIN. D" 0 MIN .D'� D/2 rrrrrrrrrrrrrr rrrrrrrrrrrrrr 72" MIN. 0 1IN. tt /2 = rrrrrrrrrrrr'rr rrrrrrrr�•r,•rrr 12" - D rr�MIN.O rrrrrrr�rr "SOUND � rrrrr,�rr"r rrrrrrrrYr _LINOUNp d rrrrrrrrr d rrrrrrrrr GRGUhtp -LINE - / - D/ Dn= LEAR7H 4" _ ROCK OR UNYIELDING t hr MIN. tltp % BEDDING MIN. SOIL I/ � � MIN. 1/10 R n gEppING EARTH MATERIAL X� I��PER BEDDING MATERIAL NORMAL EARTH FOUNDATION MIANx 2.a MATERIAL ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL CULVERTS LESS THAN d - 36" BEDDING MATERIAL IN ACCORDANCE WITH % - D + 24" H - HEIGHT OF COVEtt MEASURED FROM TOP OF ® SEG710N 302 OF THE ROAD AND BRIDGE DRAINAGE STRUCTURE TO FINISHED GRADE, SPECIFICAT70NS. CULVERTS WHERE d - 36" AND OVER D - OUTSIDE DIAMETER OF PIPE. METHOD "A" PIPE BEDDING SHALL BE USED AS d - INSIDE DIAMETER OF PIPE. WITHSSEG TONX 302 MATERLAL IN ROAD AND ACCORDANCE BRIDGE FOLLOWS UNLESS OTHERWISE NOTED ON PLANS. b -DEPTH AS SHOWN ON PENIS OR TO FIRM SPECIFICATIONS. RIGID PIPE BEARING SOIL, WHEN H IS LESS THAN OR EQUAL TO 30' CLASS A DACXFiLL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE FLEXIBLE PIPE LJ1JJd SPEGIFICATEONS.*�E AS SHOWN ON TABLES •�- MAY BE ELIAtfNATFp UNDER ENTRANCE PIPE EXCEPT FOR PLASTIC PIPE INSTALLATIONS, WHERE DIRECTED **FOR PLASTIC PIPE INSTALLATIONS, CLASS I DACNFILL ® EMBANKMENT BY THE ENGINEER. MATEflIA1 SHALL 8E USED IN LIEU OF CLA55 I. 54iEET t OF 4 �r INSTALLATION OF PIPE CULVERTS AND STORM SEWERS oc CIRCULAR PIPE BEDDING AND BACKFILL -METHOD "A" 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01 TO 04 - STORMWATER PIPE BEDDING DETAIL SCALE: NTS TF =595.50', TF= 594.50' � TF= 593.50' 02 - RETAINING WALL LAYOUT SCALE: I " =10' 136' -6" CONC. WALL I' -3 V 31' I FACE OF CONCRETE FACE OF STONE WALL VENEER 3' -7" - 2, I I, pJ LU - - - - - -I �r' ` n V TF= 593.50' 4' -I TF= " LIGHTING FIXTURE SCHEDULE NO. TYPE FIXTURE ORDER # BULB WATTS LUMENS 7 IN- GROUND KIM LTV769- NF- ZOPMHIZO METAL HALIDE 20 2000 LIGHTING NOTES: I. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS PER ALL APPLICABLE BUILDING CODES. 2. LIGHT FIXTURES SHALL IMPACT ONLY THE IMMEDIATE SITE. THE EFFECT OF THE ILLUMINATION SHOULD NOT BE DISCERNIBLE FROM DISTANCES ALONG THE ENTRANCE CORRIDOR. 3. LIGHTS SHALL BE EXTINGUISHED BETWEEN THE HOURS OF It PM AND DAWN. 4. LIGHT FIXTURES SHALL BE CUTOFF LUMINARIES AIMED SO AS NOT TO PROJECT THEIR OUTPUT BEYOND THE OBJECTS INTENDED TO BE ILLUMINATED; OR NON- CUTOFF LUMINARIES EQUIPPED WITH SHIELDING TO MEET THE FOLLOWING CRITERIA: "LIGHT DISTRIBUTION FROM ALL LIGHTING INSTALLATIONS SHALL BE CUTOFF AT ALL ANGLES BEYOND THOSE REQUIRED TO RESTRICT DIRECT ILLUMINATION TO WITHIN THE PERIMETER OF THE LANDSCAPE FEATURE BEING ILLUMINATED: 5. LIGHT FIXTURES SHALL NOT BE MODIFIED TO REFLECT SEASONAL COLORS. Concrete Installation - w Concrete must have reinforcing ❑ 20PMH240 CI 35PMH240 rods to prevent cracking from ❑ 35PMH277 IVERT) fixture heat expansion, •0" BARS "I," BARS O' -o" - 4' -0• 2 Cd R #1 9 12" 01'.-10 �' -4 "4 a IS" (6) - #4 - -- -- -- IHORIZ) # $ iB" 6' -O• 0' -10" 2' -I• N -7 #4 8 IBM (Q - #4 4 8 I$" #4 a 18" #51 STONE 6' -0• - e' -o" a' -II" (50 8 to 101.6 mm) �' -lo• e ' above _ #4 & 10• grade. #4 a lo• o r ­4"�1 Rock fill °- � . ;_ �,� r � �� SEE DET "A" O t 03 - LANDSCAPE ACCENT LIGHT DETAIL SCALE: NTS STONE VENEER GROUT COLLAR JOINT SOLID (FULL HT) WALL TIES AS REQ'D (TYP) z O _I z � O i J u !7C U •A 3" LR 3" CLR Il tj N Qfl 11 �'+N bell /l SECTION 3/4" R r -o" sK -1 0/ - RETAINING WALL DETAILS SCALE: AS NOTED Q I Jok IdM LIGHTING M i n i va u l t® LTV769 Die -Cast Brass, 20W or 35W Pulse Stab Metal Halide revision 1 /14 /08 e Itv769.pdf Type: Approvals: Job: Fixture Catalog number: Fixture Options: LTV7691NF /201 W1201 Fixture Optics Lamp Mode option - order assembled with fixture Ordered separately from fixture Date' See page 1 II See page 2 See page 2 Page: 1 of 3 ORDERING INFORMATION 35 PMH 2T7 pecl ications , T ,- -17 Lamp Watts Lamp Type Line Volts Lens Ring: Die -cast brass, natural finish. (Optional PMH= Pulse Start Metal Halide standard stainless steel lens ring is also available.) Five Fixture captive 1/4' blackened stainless steel hex -- socket cap screws. IVLTV769 Lens: Clear tempered soda lime, 3 /s° thick, flush with lens ring, slightly crowned. Lens Gasket: One -piece molded silicone, t}-channel wraps completely around lens flange. Die -Cast Brass Housing: Heavy wall die -cast brass. Integral Junction Box: Die -cast brass with stainless steel flat head slotted screws and molded silicone gasket. Die -cast internal junction box cover with silicone gasket and anti - siphon plug, two '12' NPT taps in bottom, 12 cu in. volume. Optical System: Spun specular Alzak' reflector. SP and NF spot of narrow flood. The reflector and socket are mounted to an adjustable yoke for aiming optics. Hex Cell Louver is installed behind lens as standard. Socket base: T4, G8.5 Bi -pin. Electrical Modules: Solid state electronic 20 watt or 35 watt metal halide ballast, 120 through 277 volt input, high power factor, ballasts are rated -22° F starting. Wiring: Anti - siphon barrier on wiring to and from splice compartment. All components wire linked for ground, quick- disconnect for removal of optical system. Drive -over Durability: When installed in concrete, fixture will withstand drive -over by vehicles weighing up to 4,000 lbs. Optical Adjustment 340° 15� 15� 6" DIA. (152.4 mm) . Grade t /2' (178.2 mm} 13a 1 mm} (2) 1W NPT T 6Ya DIA 15 /a' I1sa s m:�1 tat..mmi f HLJ�B 'LL �- `Hubbell - w M77M M77 Illinllllllilllll�f111fllil "M" BARS ❑ 20PMH240 CI 35PMH240 ❑ 20PMH277 ❑ 35PMH277 IVERT) "Mm BARS •0" BARS "I," BARS O' -o" - 4' -0• 2 Cd R #1 9 12" 01'.-10 �' -4 "4 a IS" (6) - #4 - -- -- -- IHORIZ) # $ iB" 6' -O• 0' -10" 2' -I• N -7 #4 8 IBM (Q - #4 4 8 I$" #4 a 18" #51 STONE 6' -0• - e' -o" a' -II" _ �' -lo• BACKFILL "O" BARS (1) - 94 #4 & 10• #4 10- #4 a lo• o -- !DOWELS) "D" BARS SEE DET "A" O t _ "P" BARS LO "L" BARS I11f11 CANT oc O •A 3" LR 3" CLR Il tj N Qfl 11 �'+N bell /l SECTION 3/4" R r -o" sK -1 0/ - RETAINING WALL DETAILS SCALE: AS NOTED Q I Jok IdM LIGHTING M i n i va u l t® LTV769 Die -Cast Brass, 20W or 35W Pulse Stab Metal Halide revision 1 /14 /08 e Itv769.pdf Type: Approvals: Job: Fixture Catalog number: Fixture Options: LTV7691NF /201 W1201 Fixture Optics Lamp Mode option - order assembled with fixture Ordered separately from fixture Date' See page 1 II See page 2 See page 2 Page: 1 of 3 ORDERING INFORMATION 35 PMH 2T7 pecl ications , T ,- -17 Lamp Watts Lamp Type Line Volts Lens Ring: Die -cast brass, natural finish. (Optional PMH= Pulse Start Metal Halide standard stainless steel lens ring is also available.) Five Fixture captive 1/4' blackened stainless steel hex -- socket cap screws. IVLTV769 Lens: Clear tempered soda lime, 3 /s° thick, flush with lens ring, slightly crowned. Lens Gasket: One -piece molded silicone, t}-channel wraps completely around lens flange. Die -Cast Brass Housing: Heavy wall die -cast brass. Integral Junction Box: Die -cast brass with stainless steel flat head slotted screws and molded silicone gasket. Die -cast internal junction box cover with silicone gasket and anti - siphon plug, two '12' NPT taps in bottom, 12 cu in. volume. Optical System: Spun specular Alzak' reflector. SP and NF spot of narrow flood. The reflector and socket are mounted to an adjustable yoke for aiming optics. Hex Cell Louver is installed behind lens as standard. Socket base: T4, G8.5 Bi -pin. Electrical Modules: Solid state electronic 20 watt or 35 watt metal halide ballast, 120 through 277 volt input, high power factor, ballasts are rated -22° F starting. Wiring: Anti - siphon barrier on wiring to and from splice compartment. All components wire linked for ground, quick- disconnect for removal of optical system. Drive -over Durability: When installed in concrete, fixture will withstand drive -over by vehicles weighing up to 4,000 lbs. Optical Adjustment 340° 15� 15� 6" DIA. (152.4 mm) . Grade t /2' (178.2 mm} 13a 1 mm} (2) 1W NPT T 6Ya DIA 15 /a' I1sa s m:�1 tat..mmi f HLJ�B 'LL �- `Hubbell CL as Lighting, Inc. USTIO SP Spot !el NF Narrow Flood Spun specular Alzak® reflector and socket for T -4, G8.5 Bipin base socket Mode N 20PMH120 ❑ 35PMH120 ❑ 20PMH2O8 ❑ 35PMH2O8 ❑ 20PMH240 CI 35PMH240 ❑ 20PMH277 ❑ 35PMH277 See page 3 for installation, safety and warranty information. Listings and Ratings L1L cUL 7598' IP68 Rated 25C Ambient 'Suitable for wet locations KIV LIGH1'II1IG RESERVES THE RIGHT TO CHAIJGE SFIECIFICATIO14S WITHOUT NOTICE. 02008 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716 -0080 • TEL - 6261966 -5665 • FAX: 6261369 -2695 RETAINING WALL SCHEDULE DIMENSIONS REINFORCING Hw "B" AcM rlWll T* BARS "I." BARS "Mm BARS •0" BARS "I," BARS O' -o" - 4' -0• 01-10" 01'.-10 �' -4 "4 a IS" (6) - #4 - -- -- -- 44 a iB" # $ iB" 6' -O• 0' -10" 2' -I• N -7 #4 8 IBM (Q - #4 4 8 I$" #4 a 18" #4 +3 18° 6' -0• - e' -o" a' -II" 3' -° �' -lo• #4 a 10' (1) - 94 #4 & 10• #4 10- #4 a lo• 00 3� >i TOP OF FOOTING ELEVATION SEE ARCH 2" CLR a 3 FOOTING STEP Ir�Orl (WHERE REQUIRED) SECTION r2 3/4 '.t /All DET "All NOTES: I. CONC: 3000 PSI 28 DAYS 2. REINF: GRADE 60 3, MAX SOIL BEARING PRESSURE _ 2000 PSF (ASSUMED) - CONTROLLED FILL OR RESIDUAL SOIL 4. PROVIDE IUALL CONTROL JOINTS 201 -0" MAX JOINT SEALANT I" BACKER ROD DET "B" I6 GA GALV SHEET SEE DET "B" STL COATED TO CUT ALTERNATE HORIZ. PREVENT BOND. WIRE BARS AT JOINT TIES 0 EACH HORIZ BAR EARTH FACE WALL CONTROL JOINT SECTION 3/411 II -011 SK -I 5619308014 /LA' Q,LT H p p DEN R No. 334 I(j NAL 0 0 Ing r rJ O F.. ZINC) IU U��cy� m � C E a r 1L. 9v4 U s Q a�a � pz. J -Drawn By � y Checked By. DI 1i Dace: 5115105 Job Number: 0709_04 Sheet Number: ANHOLD Q SSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRMPK. GREENWOOD, VIRGIMA 22943 MosILE: 4 34.882.3420 VDIcE /Fax: 540.456.6422 DANHOL0@14UGHES. NET L0 Q) 4, W Qr EIL W �r.�ryryryJ ct LL a � Jos No.: N LO CO 0 Q 01. Q � N N Z 0 < Z > ^°^ e I J >00 __J LL N C? LLJ V J >C LU m o tar L CL o cc, 2G -O�3 ?A'i'� DAVID T. ANHOLD Y 9 CERTIFICATE NO. c� 000311 �4, DATE: MARCH 17, 2008 REVISION- 3-17-08 ARB SUBM. 3 -21 -08 Co. SP SUBM. 5 -30 -08 95% PRICING 6 -20 -08 ARB SUBM. SCALE AS NOTED SHEET TITLE: SITE DETAILS SHEET NO.: S -3 SHT. 3 OF 6 PLANTING AND SEEDING NOTES, Viz. \�� 1 1 1! 1 ! ! 1 it } 1 A J _ 1 ' i! ! ��'; ! i 1i ! ! ! r,�.. �1► / /1 1' � 1. THE CONTRACTOR SHALL APPLY 4 OF SIFTED TOPSOIL IN ALL GRADED CUT AND.�ILL AREAS WITHIN 9 } ��' THE-11417� OF SEEDING. �, . 1 i 1 ! ! ! k 3 1 _h a \ ! ! �.L1M1TS OF SEEDING AT I ' cYJ : i 1�1 t= /.• � g /L`�5 \, OAGK EX. CURB & EX. G 2. THE CONTRACTOR SHALL APPLY 2" OF SIFTED k ! 1 ! ! ! ! .-- — ~K " ` `c-ffDGE 0 �' WALK . .......... 6C TOPSOIL POWERTILL TO A DEPTH OF 6" A )F1lE 1. i ! ►' 1 '' GRADE ALL NON CUT &FILL AREAS WITHIN \iii 1 i 1 y 1!!! 1} 1 fi 1t } :,, ■� 1�\ \ 11 1 1! i, \ �! ! �! 11 ♦, \ , / .4 1/ ` ' l DMI`TS OF SEEDING. - 1 d t 3. THE CONTRACTOR Sk1LL APP01L AMENDMENTS, I I \\ ` _ FERTIL IZER, S j � I t t 6 ` a z r { ` EED,o�RID TR , W X7`0 ALL AREAS WITHIN d ' 1 a t -7 a i r 1 } } �` : �,��`' L - - - - - !.. THE LIMITS OF SEEPING Mb OTHER DISTURBED E��A l I I 1 I } l } l oo NON- PAVEMENT & NON -MULCH AREAS. ALL SEE9EU } 1 } I LC} � AREAS SHALL BE FINE GRADED BEFORE SEEDING _ -�- 1 a to / / \ \ I. o 3 � °OPERATIONS. ' `EE LAWN SEEDING SPECIFICATIONS. l 1 l 1 t� �; t 1 I i af `\ �7 ��.` �� ', 4. THE C DI�TRA C 70R SHALL P1'L Y 4 " OF SIFTED TEp / ` I [ ` l } , .k `�� r \ - 1 �[ - � 1 I 1 I 1 !k - 1 ALL NON -PA VEME i1 ' NO, u- _�. �� '-y- _ _. _ \ 13 TOPSOIL.; AND OTHER AMENDMENTS AS NECESSARY, / /� 4 i 1 1 t 5� , O / 1 NON MULC4AREAS inllfi T�-1 b i / TO EASTERN RED CEDAR AND BLACK GUM PLANTING �. � )-BEDS AND POWERTILL,TO A DEPTH OF 8' PRIOR -T0 PROJECT LIM1 5 SHALLt >j�SEE;p 1 STALLING PLAN TP1A TERIALS AND MULCH:'' i (�� I I I r• I� 1 \ i / 5 L?- \ \ ;a \� �� i /j r v vu ` ` Cl t✓ C� g C �t.i,o OF PRA G r•�/ •'7 - X �r -'�f } I } it i LIMITS TS OF13I1h1G I \ \ \ 1 I 1 \\ \ �� t �� \ � � L1mfS 2x r� j l j / AT BACK OF '-CURB _—= /I`/ (('}} ��_N�I��J f / rQC3% 4 �.�' "r"n� 7+Vp �y 'G - ��r� f I I I 4 i- CL 1 q M - © U') I / c) t" — �5 ! ♦ i ,X _l r �' / 1 1 ► / `\ �s1 is \ k �1L ✓ C0 shruo �e- - -. c5V�Lci' j • c - r - � - -'=rte.— .-t_ r / � - / ` � : �/ �� _ j _ / �� 2 . / _ -- i / - "`^ 6 Q O / c� - r ' r�} _ / � \ 1 \ i I 1 } ` 4 l l S 4 t I I ti` } 1 1 i s .t f t t 1 Ci ALL DISTURBED AREAS ASSOCIATED WITH DEMOLITION OF EXISTING —7L 1GRAVEL AND AVED DRIVEWAYS SHALL 7=— qSEEp=D G ' O / ! j \ G C�J� • E �tom��} • ~ •' I ! / I t 3415 �� __ y �\ ,�/ 1P / ,,;t` � � ..�a .1 \ � � ' ~' ` \ !_Y i .�.. =5_• . _ _ _�� -�' -- -__ / ?'t / / /� - � / / j ti } � >j x`,1 `gig ' / ~ \ I / � \ ` } � \n?� �y, � - 1 �. A l n d U ' Oc o o o o a 0 0 0 0 e0 5- KOREAN 75 -P IWINt 1 DOGWOOD S jVULCH S DENOTED BY HATCH AREA { � o 0 0 0 o o / t cAINfI TS 0 - DATUI i. HORIZONTAL VIRGTNA� \TAE PLANE\ o o REMOVE ALL EXISTING COORDINA1 ES SDiJTN �D�lE NAD83 \ �� p MITE F II �. r.r Fes? �' ' I L yI PLANTINGS WITHIN THE © VERTICAL NAV088 , \ I ; r _1� ` LIMITS OF GRADING jIC1 THIS \ 0 0 0 - / I AREA. ; �� ; 0 1 \ FIELD RUI TOPO JUNE 2408 \ f 'i� , sa' \ E =1 A ; �?� D STORM T - 1 �- <1r / �' r�'� - �3 2 • i �� i c9 , D � ,5 RM AT ENTRANCE � _ / o o ° t /' /� — `�� f��� �. �� � ' �rt��r6�'�19s r._6. 1 � �o � \ I= I E..D L_OCA� ED FEB . 2 0 D B,, �:' � �. � 5• �� too - - \ LIMITS OF SEEDING 1 .' 0 q' o - / �`3 �` avcmen =-- I 1 S \' ,1 [ 1 . / � ' / 6 s 1' - - of p sc/Ue j RCP @0.56° - \ 11 c / t're /re SEVEN L NDSCAPE 14yrtUL 1P POPLAR sign' 1 , •— .L - -- 1 °� / LENT LIGHTS SEE / a / �/ +� ` f --�•� - \ � - __ h � \ � � A2 , A / HwSA 1.2" DIP WL /� 1 � z. _ ERN RED CEDAR CONCRETE ND STONE ETAIL 03, SHT. � 3 t�'.� f - ► 53 -EAST / t , c - RETAINING WALL •� I guy 20 .0 20 } IN LIM-TS-OF SEEDING,_ATr - -- r -u r =.— c trC, e -_ -_2 ci�t, ' ? r •' /� / meter - Nffl I" _ r \ - Fl [� r -' -EDGE -O� mggrC 1f _ - _ _- a e I _ _ -I-' e- -r te �_' .s' , ,,/�' • / r�/ // ;'� // SCALE I - 2Q _ _� - - - - - - - - r j r - €SIDEiK. +� �_ -= va�r • _ - - _ '- -- u x� - JG U G r tl G _ - - - - - - - - - _ - - - _ - -- _._ .�_� , i p a n , ~- ITS OFGR ~ . _m - __ _ _ = _ = - �---- t 'i - - - - - - - _. tl~6 T G1= _.r.,,.•.- .- ..'_- ^`� IT t] - _- -- - - __ lily J i r tr` \` water ` iy Ve •) V4 _ Ai­ \1� __ ._- ~ _ -~ -- _�.r -• s -- _ - __ - w a t e r �_. _ GSS �r � 0t2 � ^� � G fIAO / t I / LANDSCAPE PLAN SCALE: 1"=20' 101 . County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 111.284-111 -247 for complete specifications) I. T e following items I e shown an the ThIfin; Trees to be saved; Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling bcyood the limits of cleanng. 2. arkin s: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operAvm - No grading shall begin until the tree marking has been inspcclod and approved by a County Inspector. 3. P e- Construe to nfer e' Tree preservation and protection measures shall be reviewed with the contractor on site. 4. ui t 0 er ti d to Heavy e equipment• vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. Erosion and t r w t r t nlion evice Such devices shall not adversely att bees to be saved. 6. Fires: p �"� Fires arc not permitted within 100 feel of the dripline of trees to be saved. 7, xic sic Toxic materials shall not be stored within 100 feet of the dripiine of trues to be saved. g, arective I e Trees so be retained within 40 feet of a proposed building or grading activity shall be protected by fencing, Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tr a alts• When the ground level must be lowered within the driplinc a rroe to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. renchingstrid Tunnglivai When trenching is required within the limits of elearing, it shall be done as faraway from the trunks of trees as possible. Tunneiing under a large tree shall be considered as an alterrtative when it is anticipated that necessary trenching will destroy fender roots. u, Qeqrlultz Protective £arcing shall be the last items removed during the final cleanup, 13. Dams Trees' Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a trco specialist. NOTE: IT IS THE DEVELOPER'S RES PONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. CONTRACT PURCHASER SIGNATURE - (HATE} CONSERVATION PLAN CHECKLIST co \ \gds CG- 3 \5g� PLANT MATERIALS SCHEDULE GROUND COVER ANDrOR PERRENIAL PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, 8 SOIL AMENDMENTS. \ LAYOUT VARIES, SEE PLAN SLOPE PLANTING BED FOR POSITIVE DRAINAGE PVMT GROUNDCOVER INSTALLATION DETAIL SCALE: N. T. S SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED OR AREA. MULCH 2' DEEP AFTER PLANTING AND WATER THOROUGHLY FINISH GRAVE =M=z SUBGRADE SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPECS, 1 -112" SO, OAK STAKES SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCH AFTER PLANTING AND WATER THOROUGHLY 4" COMPACTED EARTH WA TIRING BERM EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND — PLANTING SOIL AMENDMENTS, REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL TREE INSTALLATION DETAIL SCALE: N. T.S m TWO TIMES BALL DIA. (MIN) AINi' /OLD ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 RocrcnsH GAP TRNPx. GREENWOOD, VIRGIMA 22943 MOBILE.' 434.8823420 VorcE/FAx: 54 0.456.6422 DANHOLDOCSTONE.NET Z LQ Z Q) V z z W � L O Q)f L Jos No.: N LCD 00 O o H rn o N Z a O z a z W LL - J_ 0 c � VJ Uh) + V LU Z73 X o 0, 0 J W Cn > a a„ U DAVID T ANHOID YY CERTIFICATE No. 000311 �F+`<' . r$d ZANDSCA4$. DATE: MARCH 17, 2008 REVISION: 3 -17 -08 ARB SUBM. 3 -21 -08 CO. SP SUBM. 5 -30 -08 95% PRICING 6 -20 -08 ARB SUBM. SCALE AS NOTED SHEET TITLE: LANDSCAPE PLAN SHEET ND.: L -I SHT. 4 OF 6 ROOTI NOTES/ SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. SPACING TREES CORNUS KOUSA KOREAN DOGWOOD 3 6' HGT B &B AS SHOWN JUNIPERUS VIRGINIANA EASTERN RED CEDAR 53 7'-8' HGT. B&B AS SHOWN LIRIODENDRON TULIPIFERA TULIP POPLAR 14 3- 171 " -4" CAL. B &B AS SHOWN NYSSA SYLVATICA BLACK GUM 6 8' HGT. B&S AS SHOWN PERENNIALS & GROUNDCOVERS V1NCA MAJOR BIG LEAF PERIWINKLE 1275 NA PINT 12" OC PLANT MATERIALS SCHEDULE GROUND COVER ANDrOR PERRENIAL PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, 8 SOIL AMENDMENTS. \ LAYOUT VARIES, SEE PLAN SLOPE PLANTING BED FOR POSITIVE DRAINAGE PVMT GROUNDCOVER INSTALLATION DETAIL SCALE: N. T. S SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED OR AREA. MULCH 2' DEEP AFTER PLANTING AND WATER THOROUGHLY FINISH GRAVE =M=z SUBGRADE SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPECS, 1 -112" SO, OAK STAKES SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCH AFTER PLANTING AND WATER THOROUGHLY 4" COMPACTED EARTH WA TIRING BERM EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND — PLANTING SOIL AMENDMENTS, REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL TREE INSTALLATION DETAIL SCALE: N. T.S m TWO TIMES BALL DIA. (MIN) AINi' /OLD ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 RocrcnsH GAP TRNPx. GREENWOOD, VIRGIMA 22943 MOBILE.' 434.8823420 VorcE/FAx: 54 0.456.6422 DANHOLDOCSTONE.NET Z LQ Z Q) V z z W � L O Q)f L Jos No.: N LCD 00 O o H rn o N Z a O z a z W LL - J_ 0 c � VJ Uh) + V LU Z73 X o 0, 0 J W Cn > a a„ U DAVID T ANHOID YY CERTIFICATE No. 000311 �F+`<' . r$d ZANDSCA4$. DATE: MARCH 17, 2008 REVISION: 3 -17 -08 ARB SUBM. 3 -21 -08 CO. SP SUBM. 5 -30 -08 95% PRICING 6 -20 -08 ARB SUBM. SCALE AS NOTED SHEET TITLE: LANDSCAPE PLAN SHEET ND.: L -I SHT. 4 OF 6 ' _BIB() -- - _ - -- -• -- - __- - -- __ _- .-- -- - -- -� ---- _-- - -._ '--_ 23 � `a 2:�x �n"Ac`y- - \ •� ` 1 1 � �' F l / 1 / �a ! � 1 -- - _ � - - - -_ -_ - -_ -- " �, °�• �1� 4� i + t - ��`'� �Fl \ 1 1 � 1 ! 1t 1 '` i \\ G- � I � � I puBYd Sr 1 r_",�•yy�-� �' _ _ G --- "� tt 1 �'t o } \. � � �% 0� � � t 1 �` p D2� w/ 1 iINNOVATION DRIVE-l!E SHALL REM IN OPEN AND ' ACCESSlQ1� 'AT ,ALA it TIMES D&NG 11 } , � �- r Tr. d ��' CDN�f�UCT10N. CONTRACTOR SHALL OBTAIN t 1 11 1 + t I 1 i l J JJ N� J� _ a, ` - VQ�1} aad Opp' _ 1 i 1 Y lir un,,v- ALI" NECESSARY PERMITS FROM VDOT _TO 1 It. �I 1t r � � t I �.1 t � 1�1 11 1 1 } 1,," _s \ \ coo p• j \\ _ / \- �Q3.� o x� °` -- -' PERFORM ANY WORK !N T1�E VD07 R.O.W. ��� ! t 11 ,• 1 11 1 I t 1 tk r1 1 t1• 1 €i,amE ``1 f �jA, °17ji1 1 1 t -• ' 4,Dh'hQ +1 \ 11 1 \. \. ^ "� -��`t 1 - — __ � � �- \ `� 1 � .�� mss' -'�' _:_;_ -.. _ , � -- - ":• D:�- ' , ' � .S -" n° � 'mil _,�1:. W��K -' r � r^-� � 1 1 l � r C�1 � - _ _ :a_ :- �_: -:: �._:. :_�_ :•i -F _ � 1d1 � I \ �` • ` Ly \ a Oil �•_ , c]� J ._ �. A 1 i ' � -?:._: ,� 7` - tf s3- ytr ==•__= :� i 4 \ / �} aS "1 0 f\ _ 4 • _ I� 1 _ '`>> \ l I` • \ J 2 &$ \� \ r_.� -+, £E l and 6`�1 h tpx�F - � ' 4 SQ \ ,� 1111- - ��,. ( ,�,� �f7 �. 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I 1 6Q� 6 k ! i ` ` ` ' \� S�A{'10 \\ \L3 p,A)` ti / 6D'L•A ��' $Q , , ��� -�- � `J� l A r r � ` x Q p r? j l • 4 l ROJEC7 4ZP \ �, /= Og7„r 1} ) �� /s OYx}' A` t d9 -� f "�: - !� ~ -S , `�„ +�,.�.3 �,ar4 „3 �� \ TO �? � �•�Q i' � 1�` +.- ,�- -n _'`'_J`f� "�r� /_rte' _ _ _ -/`. 4ji'lI°ES� \ T` ~ r v mot-. -` g •` �.� � � g _.. $ �N_��_..��_ -.y -' J � �� QQ - l I � I � } � � [ 1 ~X� V `�_�^ 9g �}� 1 � � /� ,� _ _.�- 3 �,.� ,• ;r � �t f� `��``_ .- e n t. �T__ ^ .r- �'�- , 6 � / � ' � _ _ oI 4 t ` I 2 � � ��\13 ` \ 1 f 1 / � JCZ �,'(�r ,✓- �`-nf. ` � oJr -.. / � 55 �B ��a%.} � �D� ?/\ � — --- ^".f -� -rfG t ., �� � � �.� } I ` � !7 7x 4f >0 aiaf J ' "l� � lJ / � ` I.t T � �_ � � �• .� i�S1. B - -�� 1 01" _ _ - 9 � 4 i . � WASH WAT X SEDIMENT\ T IN - -. \. i Op J / ✓ +bOZ.50' / / /�_ +602.5v _g / X602.50% �1k n �` )Ay AREA 1 1 tiQ o t�, 1 \ e i 9ra- i RJ % r1W _ �, '� CONTRACTOR SHALL VERIFY EXACT �' oo 594- -' ROUNDARY rBEGINNING WORK. NO WORK SHALL BE �- P x o /D) x599. 5. � +599rP5' ^ OO .ph (]ATIJH: \ \ \ Z6 c a o , C' F I .' " �p9H / ` W= 598.50' I \ "n 1sT' j' '' +593.!6'\ PERMITTED OFF -SITE OR IN VDOT \ 7 \ ` } . f ' / 9na , ,TOP OF WAL = 599.5/o' _ 7 \ N a o 'd- I HORN ONTAL VIRGIh!A TAE PLANE / Nr F I ', _�> a R. 0. WITHOUT OWNERS WRITTEN COORDINATES SOU \_H Z r NADB3 \ �'2 l h / / 'f - I� f \ 10 , r'h` k _ , 4` 1 1'. .# t PER ,1551ON. i o VERTICAL NAVDB8 /` �• I / FIELD RUN TOPO iJUNE 2608 ��9�' _ Q ' p3a -'/) — f G°i +� / 9W 599.2/ <$ x y 3 —" -` Fes" s� ' a . ^� C \ Df= TA.L�p Q STORH AT;' ENTR�NCF — -- n; x TOP OF WAL - 99.50' / _ �a { 0 o h ai Ys / l % ti g ty E. .! f +593.50' EIL'�O LOCATED FEB:. 2 -005 �� o 10 ' / p �y - - - _ \ Y . 4fie �� ce h° m 0\ »De x • r1 r; a � D Ln � \ • �$ �' c� �d � f ./ / I �' h 88.7 - etl.sE -�?_F pa g _ q?p / i tyre /rescue a �n `4 "'HCP0 i5 _ - 592 - ` __'- �RMSrt w� I 59� ?z• olr: T7 - �j ST N"JER -.�_� . —_) \ 1 13 Qu 90 "ater -� ' - -- --.- _- -. - __" -•-_ u- aL- '=�� _ t= ly,.�a- . - =-- va_v_1e- - (� - —' u c c/ - 4 /: car \ u G T Get_ - - - .• -_ - __ 'r - _ _ l ^ -_ _ - -_ , _ - Fire _ - \�L �G.. _ _ �> i t S� \ wry- _ _ -�-y c �� J =-�'- "~ _ _ _ -.. `i - _ - 1 L !T F GRADING y '�� / SILT' CEj °CiC S L 1 _ _ - - ^ -- - 1r"_` — __ __ - -_ - � of OJ � f, dF EX. Sl EWALK �, Qu G E _- _ _ -- - - - �� wa 11 �� -. -'�� . - -� _ _. _ �___ - -. } / ( i / I - '4 WuY �y _ �` t r--� - , .-_ _.-- -. --- -....- .U-G�: �= = ��L� F.� .� -- -' ._ - -- - -•, - -- -- - .n--.� ,-1'�� -- _ �- .�.+f "rr_ _ -- _ � .,. ^^- c� y ¢ 6 � .�= .i•� �g - � � a "r � � � /` -.f? = .r*:- r_.�__ -- _ ^_��- _ --- - - - SILT' rt NCE AT EDGE �aa1 � a '--°Ta °=� _ -OF EX. SIDEWALK ! to Ie .�•, .. - � ... .. .-- _ � .�_._. _ _�. _. �= •r=u =-�. F- __•_.e -� �� _-•� � - = t j tL e 1 "11 _ - - _ - - _-' "_- -__'_� cat ' c�� _ .- - ..1 -~•J �_� _ \ i - - _ s - Y r r�.._.- .- .i`-. �D . Y � . '- �- �. W.. Cf; _3 AIRPORT ROAD \ o apQ •� A� y STATE ROUTE 649 VAR4ABLE1lt!IDTH R r. ='- conr..i�dsen 35 p 454 __•_ 26 1869187 �n _ _n `♦ - - HIGHWAY' PLAT BOOK XIV Pp' rnallm 'T SCALE I° = 30' �\ EROSION & SEDIMENT CONTROL PLAN SCALE: I " -30' Paved construction entrance for erosion control plans ,4 `4�� . f ��i \s� \��.�w.�- w_.: w- .: ■ .r:..'r;ryi;.wriw'yL�' �:.'tr '�'S`,^�,- \'?f;V =w.�[r!�C1��.f*•ya ��l =�i� * ►lf�[�f�a.�.w:Y *�/a�.�i1? EROEIL ACCESS WASHRACK a - E%IST +N 2% 2% r F�rvFVF'<'1 I lF�� 1VLl57 EXTEND FU'- WIB"ii � TO S t _f%1 �£ ` CI' 'A: ESS IsND r($Rr$fi I + To sEnlu DL PKRATII NY f iR4'P #VG Vf r ?X T�j �f 71`AEHf FLTER CLC"FI SI=UQN A -A A niblinMi water tzl}; of I inch tlltiat be hl- tape(l with s n1011Ia11113 1 uIch hallcoch 3ilwoff Valve mfillp yvlg: A "VAR11 lion VAth a ichundar of 1,5 bidicS for adecItiat[ consbal piesaufe. Wasik water inw be carried aws• Train the eithaace to All approved sdtLukg aria to renwe steduuesN. -All sedi mil shall tic luevexitrd from cs: uilig stone dfaini, dikllts or w*ei c oinses, PAVED WASH RACK NO >uk I CE - CONSTRUCTION ENTRANCE IF - CURB INLET PROTECTION - / s yes A• nce� II h$n' CUI2t3 INLET 2 X 4• VOID FRAME DROP INLET - WITH GRATE FRAME I.5' MAX. WIRE SCREEN CONCRETC BLOCK —` � 3' MIN. �� i I I I GATHER GRAVEL FILTER -- -- AT CORNERS RUNOFF OVERFLOW �- FI1 -TERED WAfifR WATER WITH SEDIMENT -�'' PERSPECTIVE VIEWS STAKE P y > AN Jill �— SEDIMENT FABRIC p ri- I I' MIN. l!I �o Illi� WIRE SCREEN p�d A 2" X 4" WOOD STUD L_ CURB INLET ELEVATION OF STAKE AND ` SPECIAL APPLICATION FABRIC ORIENTATION DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE AT SPECIFIC APPLICATION CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE- INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER " GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE THAN 5 %) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT IF - CURB INLET PROTECTION - / s yes A• nce� II h$n' IP -- SILT FENCE INLET PROTECTION / 1. SET THE STAKES. W VIA) I r FLOW 3, STAPLE FILTER MATERIAL TO STAKES AND EXTENT} IT INTO THE TRENCH. FLOW 2. .EXCAVATE A 4!'X 4" TRENCH UPSLOPE ALONG THE LINE OF STARES. G r 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET PLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) - - -- SF - SILT FENCE ANHOL D ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRNPK. GREENWow, VIRGIAMA 22943 MOBILE. • 434.882.3420 VOICE /FAX: 540.456.6422 OANHO0CCST0NE.NET LQ Q) �LQ V l I � II Jos No.: (V iii Co O Q` 0 CV z a O (z� Q v 11— Li) 00 J O p `>� Vl U) x o fz O LJ m J > a fh z °= :DtLU DAVID T. ANHOLD CERTIFICATE No, e; 000311 tad �alrrnsc��� � DATE: JAN. 31, 2008 REVISION: 5 -30 -08 95% PRICING 6 -20 -08 CO- SUBM SCALE AS NOTED SHEET TITLE: EROSION & SEDIMENT CONTROL PLAN SHEET NO.: ES- I SHT° 6 OF 6 2 X 4• VOID FRAME DROP INLET WITH GRATE FRAME I.5' MAX. —` � 3' MIN. i I I I GATHER AT CORNERS PERSPECTIVE VIEWS STAKE FABRIC I I' MIN. l!I �o Illi� p�d A ELEVATION OF STAKE AND ` FABRIC ORIENTATION DETAIL A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5 %) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING I C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. IP -- SILT FENCE INLET PROTECTION / 1. SET THE STAKES. W VIA) I r FLOW 3, STAPLE FILTER MATERIAL TO STAKES AND EXTENT} IT INTO THE TRENCH. FLOW 2. .EXCAVATE A 4!'X 4" TRENCH UPSLOPE ALONG THE LINE OF STARES. G r 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET PLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) - - -- SF - SILT FENCE ANHOL D ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRNPK. GREENWow, VIRGIAMA 22943 MOBILE. • 434.882.3420 VOICE /FAX: 540.456.6422 OANHO0CCST0NE.NET LQ Q) �LQ V l I � II Jos No.: (V iii Co O Q` 0 CV z a O (z� Q v 11— Li) 00 J O p `>� Vl U) x o fz O LJ m J > a fh z °= :DtLU DAVID T. ANHOLD CERTIFICATE No, e; 000311 tad �alrrnsc��� � DATE: JAN. 31, 2008 REVISION: 5 -30 -08 95% PRICING 6 -20 -08 CO- SUBM SCALE AS NOTED SHEET TITLE: EROSION & SEDIMENT CONTROL PLAN SHEET NO.: ES- I SHT° 6 OF 6