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Home My WebLink AboutWPO201300055 Plan - Approved 2013-08-12iiiii lit �P►Ci SITE PLmiN 6ET a l 1 r AREA TOTALS UNIT QUANTITY TOTAL DISTURBED AREA AC 5.93 TOTAL EXISTING IMPERVIOUS AREA SF 28,995 TOTAL DESIGN IMPERVIOUS AREA SF 21,911 OWN -amfill KEY ISSUED FOR INFORMATION AND COORDINATION m VOID C' V IC� I N' I Tv M A P ISSUED FOR CONSTRUCTION APPROVED 1bl !!: 1 L_ -its W.M. Whitaker &Associates landscape architects Pa BOX 2153 Chattanooga, Tennessee 37409 ph:(434) 825 -0744 e:wmwhitaker@wmwhi taker Iamm SUBMISSIONSI REVISIONS 8/06/13 SITE PLAN SET 9127/13 REVISED SITE PLAN SET 10117113 REVISED SITE PLAN SET KEY MAP t WILL M. R� Lie. �SC�E AR�1� SEAL PROJECT NUMBER: 1 303 DATE: October 17, 2013 SCALE: N/A DRAWING TITLE: Cover SHEET NUMBER: SYMBOLS DRAWING TITLE TITLE LINE 1 • DRAWING DESCRIPTION SCALE: 1/8" = 1 DRAWING No. /LETTER DRAWING LOCATION SECTION /ELEVATION 0 0 0 0 GRAPHIC BAR SCALE DRAWING SCALE 1 SECTION NUMBER L1.1 SECTION LOCATION DETAIL KEY - - - 1 DETAIL LETTER L1.1 1 DETAIL LOCATION ir AREA TO BE DETAILED ELEVATION DATUM PLAN DATUM � Tw 00.00, NORTH ARROW REVISION MATCHLINE N 00 MATERIALS EARTH CONCRETE MASONRY STONE SAN D /MORTAR PLANTING SOIL BRICK/PAVERS III II .. BLOCKING RIGID INSULATION CONCRETE a 4 r AGGREGATE WHO -OD V / MULCH GENERAL NOTES 1. PARKING, EQUIPMENT AND MATERIAL STORAGE IS PERMITTED ONLY IN THE AREAS INDICATED. PARKING OR MATERIAL STORAGE OUTSIDE THESE AREAS, EVEN TEMPORARILY WILL NOT BE PERMITTED. 2. SITE ACCESS IS PROVIDED AT THE EXISTING DRIVE ON THE SOUTH SIDE OF THE PROPERTY. HEAVY EQUIPMENT ACCESS MAY USE THE TEMPORARY CONSTRUCTION ENTRANCE WEST OF THE STUPAAND FOLLOWA PREDETERMINED ROUTE TO THE CONSTRUCTION ZONE. NO OTHER ROUTE OF ACCESS TO THE SITE IS PERMITTED. 3. ACCESS TO THE SITE IS LIMITED TO THE TWO ENTRANCES IN NOTE 2 AND THE CONSTRUCTION ZONE. ACCESS TO AREAS OUTSIDE THESE WILL BE STAGED AND LIMITED TO SPECIFIC WORK THAT MUST TAKE PLACE OUTSIDE THE CONSTRUCTION ZONE, ONLY PERSONNEL, EQUIPMENT AND VEHICLES ASSOCIATED WITH THIS WORK WILL BE PERMITTED IN THESE AREAS AND ONLY WHEN THE WORK IN AN AREA IS BEING PERFORMED. 4. NO CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO GRADE CHANGES, SURFACE TREATMENTS OR EXCAVATIONS OF ANY KIND IS PERMITTED WITHIN THE AREA IDENTIFIED ON THESE DRAWINGS AS A TREE PROTECTION ZONE (TPZ). IN ADDITION NO ROOT CUTTING, NO STORAGE OF MATERIALS OR FILL, NO MOVEMENT OR STORAGE OF VEHICLES OR EQUIPMENT IS PERMITTED WITHIN THESE AREAS. AREA(S) IDENTIFIED AS A TPZ MUST REMAIN UNDISTURBED AT ALL TIMES. 5. ARBORICULTURAL WORK: ANY ROOTS OR BRANCHES WHICH EXTEND BEYOND THE TREE PROTECTION ZONE(S) INDICATED ON THIS PLAN WHICH REQUIRE PRUNING, MUST BE PRUNED BY A QUALIFIED ARBORIST OR OTHER TREE PROFESSIONAL AS APPROVED BY THE LANDSCAPE ARCHITECT_ ALL PRUNING OF TREE ROOTS AND BRANCHES MUST BE IN ACCORDANCE WITH APPROPRIATE ARBORICULTURAL STANDARDS. THE ARBORIST/TREE PROFESSIONAL MUST CONTACT THE LANDSCAPE ARCHITECT NO LESS THAN 48 HOURS PRIOR TO CONDUCTING ANY SPECIFIED WORK, 6. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW THE SITE CONDITIONS AND INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN SITE CONDITIONS OR EXISTING GRADES THAT ARE NOT DESCRIBED ON THE PLANS BEFORE COMMENCING WORK. 7. THE CONTRACTOR SHALL INSURE THAT ALL WORK MEETS ALL APPLICABLE LOCAL AND NATIONAL BUILDING AND SAFETY CODES THAT PERTAIN TO THE PROJECT WORK. IF THERE IS A DISCREPANCY BETWEEN A CODE AND THE CONTENT OF THE PLANS, THE CONTRACTOR IS TO CONSULT LANDSCAPE ARCHITECT BEFORE PROCEEDING. 8. SHOULD THERE BE ANY DISCREPANCIES BETWEEN LANDSCAPE ARCHITECTURAL DRAWINGS AND THOSE OF OTHER DESIGN DISCIPLINES, THE CONTRACTOR IS TO CONTACT LANDSCAPE ARCHITECT IMMEDIATELY TO REVIEW AND COORDINATE BEFORE PROCEEDING. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO GROUND AND BOND ALL EXPOSED METAL OBJECTS IN LANDSCAPE, 10. PRIOR TO PROJECT COMPLETION, THE SITE IS TO BE THOROUGHLY CLEANED OF ALL CONSTRUCTION DEBRIS INCLUDING BUT NOT LIMITED TO SIGNS, TRASH, MATERIAL, AND ALL TEMPORARY CONSTRUCTION DEVICES. 11. SYMBOLS AND ABBREVIATIONS APPLY TO LANDSCAPE SHEETS ONLY 12, CONTRACTORS MUST CLEAN UP ALL TRASH AND DEBRIS ON THE CONSTRUCTION SITE AT THE END OF EACH DAY. LIGHTWEIGHT MATERIAL, PACKAGING, AND OTHER ITEMS MUST BE COVERED OR WEIGHTED DOWN TO PREVENT WIND FROM BLOWING SUCH MATERIALS OFF OF THE CONSTRUCTION SITE. CONTRACTORS ARE PROHIBITED FROM DUMPING, BURYING, OR BURNING TRASH ANYWHERE ON THE SITE. DURING THE CONSTRUCTION PERIOD, THE CONSTRUCTION SITE MUST BE KEPT NEAT AND TIDY TO PREVENT IT FROM BECOMING AN EYESORE FOR SURROUNDING PROPERTY OWNERS. DIRT, MUD, OR OTHER DEBRIS RESULTING FROM ACTIVITY ON SITE MUST BE PROMPTLY REMOVED FROM SURROUNDING ROADS. 13. IN ORDER TO RESPOND TO AND MONITOR HAZARDOUS MATERIAL (INCLUDING PETROLEUM PRODUCTS) USE AND /OR SPILLS THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING CRITERIA: - THE CONTRACTOR SHALL PROVIDE A CONTACT PERSON AND TELEPHONE NUMBER FOR A COMPANY EXPERIENCED IN EMERGENCY RESPONSE FOR CONTAINING HAZARDOUS MATERIAL SPILLS. - ABSORBENT SHEETS WILL BE USED FOR SPILL PREVENTION AND CLEAN UP.. SEVERAL BOXES SHOULD BE LOCATED AT FUEL TRUCKS, STORAGE AREAS, AND IN MAINTENANCE VEHICLES. INVENTORIES MUST BE MAINTAINED AS NECESSARY. - SPILLS IN EXCESS OF ONE (1) GALLON MUST BE REPORTED TO THE LANDSCAPE ARCHITECT. - SPILL IN EXCESS OF TEN GALLONS MUST BE REPORTED TO THE LANDSCAPE ARCHITECT AND VIRGINIA DEPARTMENT OF THE ENVIRONMENT. - THE CONTRACTOR SHALL MAINTAIN A LIST OF PRODUCT NAMES AND A MATERIALS SAFETY DATA SHEET (MSDS) FOR ALL HAZARDOUS MATERIAL PRODUCTS USED OR LOCATED ON SITE. - BEFORE A HAZARDOUS MATERIAL IS STORED, THE CONTRACTOR SHALL CHECK AND ENSURE THAT 1. THE MATERIAL IS STORED IN AN APPROVED CONTAINER. 2. THE CONTAINER IS TIGHTLY CLOSED. 3. THE CONTAINER HAS THE PROPER WARNING LABEL. 4. THE CONTAINER HAS BEEN INSPECTED FOR LEAKS. ABBREVIATION LIST A ADJ ADJACENT, ADJUSTABLE DECK DRAIN AFF ABOVE FINISH FLOOR DIAG ALT ALTERNATE DIMENSION ALUM ALUMINUM DS APPROX APPROXIMATE DRAWING(S) ARCH ARCHITECTURAL) B BC BOTTOM OF CURB EXPANSION JOINT BD BOARD ELEC BLDG BUILDING EQUAL BLKG BLOCKING EXP BOT BOTTOM EXISTING BRK BRICK F FAB BS BOTTOM OF STAIR TOP OF STEEL BW BOTTOM OF WALL C CEM CEMENT S S CIP CAST IN PLACE TW CJ CONTROL JOINT SCHEDUL(E), (ED) CMU CONCRETE MASONRY UNIT TELEVISION COL COLUMN CONC CONCRETE CU FT CUBIC FEET D DD DECK DRAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DN DOWN DS DOWN SPOUT DWG(S) DRAWING(S) E E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC(AL) EQ EQUAL EQUIP EQUIPMENT EXP EXPOSED EXIST EXISTING EXT EXTERIOR F FAB FABRIC ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). UTILITY NOTES 1. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. 2. NEIGHBORHOOD SUPPLY LINES IN THE RIGHTS -OF -WAY ALONG BROOMLEY ROAD AND IVY CREEK DRIVE ARE NOT SHOWN AND MUST BE LOCATED AND MARKED BY MISS UTILITY PRIOR TO CONSTRUCTION. MISS UTILITY CONTACT: DIAL 811 in VA, or 1- 800 - 552 -7001. SEE www.missutilityofvirginia.com/ FOR MORE INFORMATION. 3. VERIFY LOCATIONS AND DEPTHS OF ALL UTILITIES IN THE FIELD AND NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS BETWEEN LAYOUT /GRADING AND UTILITIES PRIOR TO CONSTRUCTION. 4. TRENCHING FOR UTILITIES WILL BE PERMITTED IN APPROVED LOCATIONS ONLY CONTRACTOR MUST ALERT LANDSCAPE ARCHITECT PRIOR TO TRENCHING FOR REVIEW AND APPROVAL. LAYOUT NOTES 1. DO NOT SCALE DRAWINGS. 2. CONTRACTOR SHALL VERIFY ALL LAYOUT DIMENSIONS IN THE FIELD. REPORT DISCREPANCIES TO THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. ALL ANGLES ARE ASSUMED TO BE 900 UNLESS OTHERWISE NOTED. 4. ALL DIMENSIONS FROM STRUCTURES ARE FROM FACE OF FINISH OF EXTERIOR WALL. 5. ANY ALTERATIONS TO THESE DRAWINGS PROPOSED IN THE FIELD FOR CONSTRUCTION SHALL BE PROMPTLY REPORTED TO THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. GRADING NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. i 2. SLOPE AWAY FROM ALL BUILDINGS, 3. SLOPE TRANSITIONS BETWEEN SPOT GRADES EVENLY 4. PROVIDE VERTICAL CURVES OR ROUNDINGS AT ABRUPT CHANGES IN GRADE UNLESS OTHERWISE NOTED. 5. ALL PAVED AREAS MUST PITCH TO DRAIN AT MINIMUM OF 1 %. NON -PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF 2 %. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK. 6. ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. LANDSCAPE ARCHITECT SHALL SELECT ALL SEED MIXES PRIOR TO SEEDING. 7. CONTRACTOR MUST PROVIDE A MINIMUM OF 8" OF TOPSOIL IN ALL PLANTING AREAS. SEE TOPSOIL SPECIFICATION. 8. BACKFILL AT RETAINING WALLS MUST BE FREE OF STONES AND BUILDING MATERIAL FOR A MINIMUM OF 24" BELOW FINISHED GRADE. COORDINATE WITH LANDSCAPE ARCHITECT. MATERIAL NOTES 1. ALL WALL VENEERS TO CONTINUE A MINIMUM OF 6" BELOW GRADE. FIN FINISH FT FOOT, FEET FTG FOOTING G GA GUAGE GALV GALVANIZED GC GENERAL CONTRACTOR H HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HOR HORIZONTAL HT HEIGHT HVAC HEATINGNENTILATING/ PSI AIR CONDITIONING ID INSIDE DIAMETER INCL INCLUD(E), (ED), (ING) INSUL INSULAT(E), (ED), (ING), (ION) INT INTERIOR J JT JOINT K KO KNOCK OUT L L LENGTH OPENING LT LIGHT M MAS MASONRY PLATE MATL MATERIAL PNL MAX MAXIMUM PAINT(ED) MECH MECHANICAL PSI MED MEDIUM POINT MFR MANUFACTURER R RAID MIN MINIMUM RUBBER BASE MISC MISCELLANEOUS MO MASONRYOPENING TOP OF STEEL MTL METAL N N NORTH S S NIC NOT IN CONTRACT TW No., # NUMBER NOM NOMINAL NTS NOT TO SCALE 0 OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE P PERF PERFORAT(E), (ED), (ION) PL PLATE PLYWD PLYWOOD PNL PANEL PNT PAINT(ED) PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT P.O.B. POINT OF BEGINNING R RAID RADIUS RB RUBBER BASE RD ROOF DRAIN CLOD -LOD � - 200 - 572 +572.50 LIMIT OF DISTURBANCE PROPERTY LINE EASEMENT LINE BENCH MARK EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING POWER POLE EXISTING CULVERT MISC. SYMBOLS CENTERLINE II- PROPERTYLINE z RE: REFER TO T T &G TONGUE & GROOVE REINF REINFORC(E), (ED), (ING) E TBD TO BE DECIDED REQD REQUIRED TC TOP OF CURB REV REVISION TEL TELEPHONE RL RAIN LEADER THK THICK(NESS) TOM TOP OF MASONRY TOS TOP OF STEEL TS TOP OF STAIR S S SOUTH TW TOP OF WALL SCHED SCHEDUL(E), (ED) TV TELEVISION SD STORM DRAIN TYP TYPICAL SFRM SPRAYED FIRE - RESISTIVE MATERIAL SHT SHEET U UNO UNLESS NOTED OTHERWISE SIM SIMILAR SQ SQUARE V VERT VERTICAL SS STAINLESS STEEL, SOLID VIF VERIFY IN FIELD SURFACE STD STANDARD W W WEST, WIDE, WIDTH STL STEEL W/ WITH STN STAINED) W/O WITHOUT SUSP SUSPEND(ED) WD WOOD WT WEIGHT LIMIT OF DISTURBANCE PROPERTY LINE EASEMENT LINE BENCH MARK EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING POWER POLE EXISTING CULVERT MISC. SYMBOLS LEGEND No SAN - CENTERLINE II- PROPERTYLINE z ANGLE W PERPENDICULAR VALVE DIAMETER LEGEND No SAN - PROPOSED SANITARY PIPE ----- W- - - - - -- EXISTING WATERLINE PROPOSED WATERLINE W VALVE - 6 -RAIN -� 6 -RAIN PROPOSED STORM PIPE E EXISTING BURIED ELECTRIC E PROPOSED BURIED ELECTRIC 01) EXISTING TREES W.M. Whitaker &Associates landscape architects PO BOX 2153 Chattanooga, Tennessee 37409 ph:(434) 825 -0744 e:wmwhitaker @wmwhitakerla.com NATIVE POND Albemarle County, Virginia SUBMISSIONS/ REVISIONS 8/06/13 SITE PLAN SET 9/27/13 REVISED SITE PLAN SET I 10/17/131 REVISED SITE PLAN SET KEY MAP �O � L O SVILL M. R L 0 7 e-��5 10 't.1- (5 SEAL " V'vl PROJECT NUMBER: 1303 DATE: October 17, 2013 SCALE: N/A DRAWING,TITLE: General Notes SHEET NUMBER: G1 e I ❑ o W.M. Whitaker & Associates rr >- landscape architects w 0 PO BOX 2153 0 Chattanooga, Tennessee 37409 ph:(434) 825 -0744 e:wmwhitaker @wmwhitakerla.com 4 11 � ' -' _ ---- - 590 _ / i/ • \ - , / ` `��//,( — -- -- - '' I' -`" - ' - 580 -'- / --" _— -- -_ � - /•'- - /' -�• ' / ' � � _ \ \ • / �� , � � — - / x--595— / _ / \ \ • / �r / — — — •� ` _ -- UNDERGROUND ELECTRIC / \ / � — I . \� UNDERGROUND WATER / / / ' / • r r /5gg �� 05'r \\ I I -- I \ \•� _ \ \ \ \\ � : ! / �� / � \I \\ 0 • -_` \ • \ \- \ \ \ \ I' PARKING PARKING I/ / / / it -- — ^V`r. / / / 5ga i � I / I 11 1 _ � \ � • \ 4 � \� / 1 HOUSE �• 595� ' / ! SHEDS / PARTIAL DEMOLITION UNDERWAY / / , - - - -- - ° • -- / PARKING \ % • \ w / Ir --- - - - - -- ° / PARKING / -- _ \ 1 �Lul / i / � LANDSCAPED AREA \ \ • r / —594--_ r �59, - ` /� / - - I r I i • m j If 0 If j ( \ \ Sod \ � i i \ i , / / �"�`-� / / , I , I • I � !. 590— \ r S 63 LU I / \ \ If l t' � I � � V A � / ' --- --- A --__ ' \ � i %•\ / / � � ' /�� ,/ / � �i / % l; 11 r LAWN � --,. ' � • \ , _ — / ;' i i i/ � / � � / � � � / / / l / l A, 587— \ \ \ \ v� / l • / / % / // / /� / / /� DRIVE jA J \ V X580- ---- r // • �j \\ \ \ \ \ \ / r �\ EASEMENTS IMF- %XISTTNG GAZEBO X/ /- —_ -- - -- -- — - -- - - __ _ � ` ` --- '/- 75 _ \ \ \ / / / 61 0 Bl/JDDHIST STOPA Xz om I i L / i j/z / / Q ' 2 NATIVE POND Albemarle County, Virginia SUBMISSIONS/ REVISIONS 8/06/13 SITE PLAN SET 9/27/13 REVISED SITE PLAN SET 10/17/13 REVISED SITE PLAN SET KEY MAP :,;�EALTR 0 L � v WILLIAM TAKER 0 c�E AR SEAL PROJECT NUMBER: 1303 DATE: October 17, 2013 SCALE: 1" - 20' -0" DRAWING TITLE: Existing Conditions SHEET NUMBER: L 1 e I I r I I I I r I r I I I I I I I I I I I I I r I f I I r I I w, z, JI LL Wr OIcc r I I r I I I I r r r W.M. Whitaker &Associates NOTES: _ — -� _57�— / -- j �� / / / \ ,O �\ \ cC / __ — : - -- — —� \ �ti \ landscape architects 1. SEE 1-1.20 FOR EROSION AND SEDIMENT CONTROL AND PROTECTION _ _ / _ — - / - -' / ' / \ \ \ LU MEASURES. DEMOLITION, E &SC, AND PROTECTION WORK SHALL OCCUR _ / _ — --- ' • / /' -- �/i ' j / j I / • • �� . A CONCURRENTLY. --575- -- / — — — / • ;� _ / / — —565 -- \' ��>>! O PO BOX 2153 Chattanooga, Tennessee 37409 2. DEMOLISH ENTIRELY: A. ALL LANDSCAPE LIGHTS, CONDUITS AND JUNCTION BOXES. -` - �' -- - ' / — — - � !__ _ ___ — • � �`'4� -! �� m ph: (434) 825 -0744 e:wmwhltaker @wmwhltakerla.com B. ALL VISIBLE IRRIGATION COMPONENTS AND ANY COMPONENTS ' -- ! o - -- — —580 _ ' / / / • •' • j �`F \ I \ UNEARTHED DURING CONSTRUCTION. - — __ / J — _ -- - -- — — -- _ • - 1 C. ALL VISIBLE AND UNEARTHED UTILITIES THAT HAVE BEEN OR WILL BE ' _ — — - / — i - - "" - - - ___ _ - -- / , • �� • / ( � ABANDONED. — - _ -- j .560 _L D — — - ` �`— - _ / �• / / ,• \ / \\ \ \ 1`. 3. TO THE EXTENT POSSIBLE, SALVAGE ALL LANDSCAPE STONES INCLUDING PAVING WALL STONES AND BOULDERS. -- _ - • - - - - __ - — \ 1 4. ALL TREES TO BE REMOVED SHALL BE FLAGGED IN THE FIELD. TREE REMOVAL INDICATED IS CONTINGENT ON FIELD EVALUATION AND APPROVAL BY 0 \ , \ 00D LANDSCAPE ARCHITECT. SHOWN ON SURVEY HAVE BEEN PARTIALLY DEMOLISHED / S \ / r i N �, 5. SOME STRUCTURES / � - --- � -- - - � � \•� � \ \ �� \ \ 1 l 1 OR HAVE DETERIORATED SINCE THE SURVEY. REMOVE ALL COMPONENTS / / / f — / / �' �� \ \ • \ 1\ I I , j j - • i -- \ -590 — ` INCLUDING ROTTING WOOD AND FOUNDATIONS. ALL FIELD STONE WALLS AT FRONT ENTRANCE AND AROUND PERIMETER OF s / / / / --- � — � — --- _- � . X59 \` \ \ •, � � \ • ) \ � 1 \ \ HOUSE TO REMAIN. PROTECT WALLS FROM DAMAGE, STAINING OR ANY / / - - / 1 j \ \ , 1 \ \ • \ ACTIVITY THAT MIGHT DIMINISH QUALITY OF WALLS DURING CONSTRUCTION. / / / / / / / �� /59Q ,} l yJ I ` \ \ _ ,-� t • \ \ i \ �� \ I�\ A 0 1z I STAGING AREA LOD HOUSE • i� A >. - - -�"� - 0p / z- / o� / \ PARTIAL DEMOLITION UNDERWAY 1- / /I DEMOLISH EXPOSED AGGREGAT / V� / / ' CONCRETE PAVING - _ / \ % • i f \ \ / f / / / / ! it • _ i � � , . � � \ � -- / / ,� DEMOLISH SHEDS I 1 • , I v C� op OP ♦ 1 �� ` �9y I / / I t l \ I DEMOLISH LANDSCAPE TIMBERS �; % �• ? \ / I r AND VEGETATION I �� / t' I �� \ I �► PLANTING CONTRACTOR TO CAREFULLY REMOVE ALL . 1 / i7 ; / • _ _ �- \ , SHRUB AND GROUNDCOVER VEGETATION BELOW TREES I' r � / 592 - --'` - I I I �� / � / /oo PLANTING CONTRACTOR TO CAREFULLY REMOVE ALL / / >I / p► / �, / i I I / 'if �. • � j fj / I SHRUB AND GROUNDCOVER VEGETATION BELOW TREES l / / I I ! j �'�� f 1I I ' �• / I / i I r 590— I \ / %' \ \` �5s W ; \ - 569 -- i / , LAWN i/ �' ' \ / \\ \ \ \ ` j \ \ \ \•\ \ \ / _ate /// 585- i! O DRIVE • / i / / /, / j / ; / j \ / , \ -595- - f \ \ -- \ \� \ f �- 41 ; /' % j /, CIO 00 7 � �� \ �—� � �_ '� "— �- ---- __- --'- --_— � l - -- --- --- -__ `\' ,, \ '�" - -- -- — � _ 0 os5 � A oo - -- -- \, \ �_ -- / ,'�' EASEMENTS O / _ XISTING GAZEBO- - -- -- - -- -- - -- \ - / // \ \ xx ,EXIST)NG BUDDHIST`STUPA \ \ \ \ \ \ — "�'•'"'` — - _ _ REMOVE ALL GRAVEL \ -- — -- REMOVE HEADWALLS AND CULVERT MAINTAIN SWALE HIGH POINT NATIVE POND Albemarle County, Virginia SUBMISSIONS/ REVISIONS 8/06/13 SITE PLAN SET 9/27/13 REVISED SITE PLAN SET 10/17/13 REVISED SITE PLAN SET KEY MAP " W"71 LM M. W T > Lic. N .40 SEAL PROJECT NUMBER: 1303 DATE: October 17, 2013 SCALE: 1" - 20' -0" DRAWING TITLE: Demolition Plan SHEET NUMBER: Ll 015 EROSION & SEDIMENT CONTROL LEGEND — — = _ _ — _ / , _ _ -- °� _ �" _ �"_ � � �' � / � — _ � '� �� \ _ ` ', \o W.M. Whitaker .& Associates r \ LIMIT OF DISTURBANCE — -- ' ' / � � / _— / \ \ , � -- — _ f = = / / : - —�, �- Iandsca e arch i te cts — — / so--- LU TP v TREE PROTECTION 3.38 — _ / • • / \,oR�� '1 1 PO BOX 2153 'I _` ✓^ // / =_575- - - ' / / J- • i -/ / -585' Op I o _ _ — — _ / / / /� � Chattanooga, Tennessee 37409 r CE o CONSTRUCTION ENTRANCE 3.02 _ _ _ _ / / / _ �� ,� �� j I� 1\ m ph:(434) 825 -0744 e:wmwhitaker @wmwhitakerla.com i \ ' 1 580 - - / /, /j, . / / • _` • I •\ _, / / � ! � �r\ 1 r SF X SILT FENCE 3.05 0 r TO To TOPSOILING 3.30 _ TPZ TPZ TS Ts TEMPORARY SEEDING 3.31 — _ i / / g3 — ° �p� ` ' �/ x •` — ` - — / - -- \ I / _ ' TS / / x\ r•\ — — , \ 1 \ / ' 1 ` 1 !, ' PS PS PERMANENT SEEDING 3.32 gg/ �' \ TP + --- __ z -- • S \ ��`` \ i �,� 1,/ R.O.W. DIVERSION 3.11 / -�' _ — — / •1 \ = \ \ 1�; Ts I DC ,' Pp �' — f \ —590 \ \ \ TEMPORARY DIVERSION DIKE 3.09 r / / / / / / /-T- TEMPORARY _ SF ' TEMPORARY SEDIMENT TRAP 3.13 / L� / / , i ' i \ �- •-\ \ -- \ \} 1 I` 'i'`` ST x --L-�x x x x - / __--- - - - - -- - - -- / x x P \ TPZ i TPZ' \•�, ;! ' DC DUST CONTROL 3.39 i -- — /, • _ x i ' i / J —1 , -� DC <� / r r" r --------------------- - - - - -- -- TPZ — 1 -- - -- — �' BEM BLANKETS AND MATTING 3.36 / / / / i' /` aI i ac \ r \ STUDIO , -- 1 / 59 _ _ , SF TP / ; I ! a' TPZ TREE PROTECTION ZONE TPZ T \ i •' .� VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SPECIFICATION NUMBER / ( PAVILION - i/_ ;`/ j • • \ f I ; • ❑ ❑ TPZ .� , ,� • i !' ! ti , it y r t \ / V � + ` ,TPZ i TPZ TPZ ,/ % � _ -- v �. - �� _ I �, v • • ; „ ,J / ,. TPZ TP TP : �• , 1 { TPZ I Ss3 ' — i ' I't / ` / w / \ A 590— \ \ / TP TP / / / ! TP / 5 { � , � { \ V � � \ \ \ � ' l V � �i / � i i ,•'/ ', ' i / � it 1 r l � TPZ jl II I ii TPZ � ' � ,' •� ` 'ii; /;i %l , 1 -- � \ \ \ \ � / -- � �� `'-- —_ \ � � --__ ,.r � \ • %•� ( / % / / /` ' _ l � j , / � / l/! l / l! 11 \ , v -TPZ v TP _ --�- T TPZ � � � _ _ —537 _-_- \ � � / � � � ` � \ \ • • __._. / / f � � / � / / / / / / r DRIVE \ '� / SF SF 0000 \ \ \ -50 ' _�-- ,�� \/ v �/� `� g�/ TPZ SF _____ - ___ —__— - - -- -�\ O^ \x \ \ PS \ \ _x —x x --x —xg x / \ O • o OQ —��-'' -- -- -- x x '�— x —= 401 0 �5B3 / • � `` -- x ---- x GO T �- \ \ mesas / t � � '� ____ Z x� =x x—ate\ x EASEMENTS , \ \ � \ \� • � — �y /� - -- - -- _-___ --_ — _ _' ' \ \ \ --- --_._- -_ '/ /x'90 / / / � ' / , / � / // / 010 / EXISTING BUDDHIST STUPA - - -- -- — -- -- -- \ \ \ \ \ \ / !� / /� / F } TPZ \ \ \ \ EXISTING BUDDHIST STUPA \ DD TPZ — F PS \ \ s» DD 7 Tl DC DD / / j / DRY STORAGE 12X12', MUST BE FLAT S- / WET STORAGE 14X14', MUST BE FLAT _ —56 WET STORAGE 28X28', MUST BE FLAT — -- DRY STORAGE 26X26', MUST BE FLAT -- - - -_ - _ —__ —f RWD _ f / Jv BLANKETS AND MATTING TO BE INSTALLED IN RESTORED SWALE AFTER CONSTRUCTION - / / / / / / ENTRANCE, CULVERT AND SEDIMENT TRAP ARE REMOVED. / NATIVE POND Albemarle County, Virginia SUBMISSIONS/ REVISIONS 8/06/13 SITE PLAN SET 9/27/13 REVISED SITE PLAN SET 10/17/13 REVISED SITE PLAN SET KEY MAP 0 y U WILLIAM M. WHITAKER Lic. N . 40 0 0 CAE AR�' SEAL PROJECT NUMBER: 1303 DATE: October 17, 2013 SCALE: 1 " - 20' -0" DRAWING TITLE: E&SC Plan SHEET NUMBER: Ll 020 a - - I 11 MS -6: Surface runoff from disturbed areas that is comprised of flow from drainage ALBEMARLE CO GENERAL CONSTRUCTION NOTES PROJECT DESCRIPTION areas greater than or equal to three acres shall be controlled to 1 i residence into amulti -use structure improve an existing accommodate the anticipated sediment loading from the land- disturbing FOR EROSION AND SEDIMENT CONTROL PLANS _ _ z W.M. Whitaker & Associates The project purpose is p 9 TEMPORARY SEDIMENT TRAP ST 1 TEMPORARY SEDIMENT TRAP ST 2 :TEMPORARY RIGHT OF WAY DIVERSIONS drive, add minimal parking spaces and garden areas. The project will consist of site grading, activity. The outfall device or system design shall take into account the l --_ drainage area flowing through the disturbed area to be served by the basin. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE r h t p t remodeling of a multi story structure, site walls, rehabilitation of a driveway, removal of gravel PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF landscape. a I C I I I L e C l S driveway and planting. The total square footage of the structure and paved areas will be LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. reduced. The total square footage of lawn will be reduced and converted to native meadow MS -7: Cut and fill slopes shall be constructed in a manner that will minimize erosion. Slopes 1' T -6" * 1. 1;_s;; grasses. Invasive species will be removed. The majority of native trees are being preserved. that are found to be eroding excessively within one year of permanent stabilization 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND 1- - VDOT #1 shall be provided with additional slope stabilizing measures until the problem is MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE I COURSE AGREGATE AREA TOTALS UNIT QUANTITY corrected. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS ORIGINAL * „ PO BMX 21 53 GROUND 2 6 ORIGINAL 2'-6 " -Ig min• VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. � ��_ GROUND Chattanooga, Tennessee 37409 TOTAL DISTURBED AREA AC 5.03 ELEV. � _ - -, , I TOTAL EXISTING IMPERVIOUS AREA SF 28,995 MS -8: Concentrated runoff shall not flow down cut or fill slopes unless contained within an 10' ELEV. 10, ____ I 1��I ph:(434) 825 -0744 e:wmwhitaker @wmwhitakerla.com TOTAL DESIGN IMPERVIOUS AREA SF 21,911 adequate temporary or permanent channel, flume or slope drain structure_ 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR I = �'� \� � `I - Ov I AS THE FIRST STEP IN CLEARING. 54.1 CU. YD. * __ � � ' ---- I II ',��I I'i � Oi ! ! 1� EXISTING CONDITIONS MS -9: Whenever water seeps from a slope face, adequate drainage or other protection shall 3' o" 9.4 CU. YD. V * 'i - III11'��`\�I��y- -\ .,I�gi�lii� ,� `�' - � " N � i " N �? 2' -5" -1 ! - -'! I I -� ' '---!1 II \ \! WI be provided. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE y 1 -6 � I l I \ \O�\ \I II \iii' `I The site current) consists of a former residence and Buddhist Stu pa with slopes that vary MAINTAINED ON THE SITE AT ALL TIMES. 26' -0" " I i -!111 Y P P rY 12 -0 I! � �.Ii�l' from 2 -33 %. Majority land cover is fescue lawn/field with areas of open tree cover. Two MS -10: All storm sewer inlets that are made operable during construction shall be I \� �. I I \�II, driveways access the site, one asphalt at the house and one gravel at the stupa. protected so that sediment -laden water cannot enter the conveyance 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES iN AREAS OTHER THAN I I �!�i UM system without first being filtered or otherwise treated to remove sediment. INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR 74.5 CU. YD. 13.6 CU. YD. I-� \O'i'�'i 6 M'N' WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION 3-61, 3 -0 �� ' CRITICAL AREAS CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING (EXCAVATED) (EXCAVATED) MS -11: Before stormwater conveyance channels are made operational, adequate outlet FILTER CLOTH ORIGINAL The site includes a minimal number of square feet of critical slopes. Disturbance in these protection and any required temporary or permanent channel lining shall be installed in AUTHORITY. GROUND FILTER CLOTH ORIGINAL ELEV. GROUND areas will be minimal with no significant grading taking place. Early establishment and proper both the conveyance channel and receiving channel. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OFANYADDITIONAL EROSION ELEV. TYPICAL GRAVEL STRUCTURE maintenance of perimeter controls will provide sedimentation control. Stabilize and maintain CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS fill slopes throughout project construction to control erosion. No wetland disturbance is MS -12: When work in a live watercourse is performed, precautions shall be taken to DETERMINED BY THE PLAN APPROVING AUTHORITY *SEE PLATE 3.13 1 COARSE AGGREGATE ** CLASS 181PRAP * SEE PLATE 3.13 -1 COARSE AGGREGATE ** CLASS I BIPRAP proposed with this project. minimize encroachment, control sediment transport and stabilize the work - area to the greatest extent possible during construction. Nonerodible material 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES STRUCTURAL PRACTICES shall be used for the construction of causeways and cofferdams. Earthen fill AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT CROSS SECTION OF OUTLET soli may be used for these structures if armored b nonerodible cover materials. UNTIL FINAL STABILIZATION IS ACHIEVED. CROSS SECTION CTi O N O F OUTLET Compacted 1. Temporary Construction Entrance - 3.02 MS -13: When a live watercourse must be crossed by construction vehicles more 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED A temporary construction entrance shall be provided at the location indicated FILTERING DEVICE. on the plan. than twice in any six -month period, a temporary stream crossing CLASS I BIPRAP , ' ; ` ' _ �jl' I" constructed of nonerodible material shall be provided. 5' -6„ CLASS 161PRAP i . 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY 1' -s^ 18' min. • �! , ! t 2. Silt Fence Barrier - 3.05 ' �' 4`I` I' \`;1 �iI !I�O MS -14: All applicable federal, state and local regulations pertaining to working AND AFTER EACH RUNOFFPRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR ' I = I4, j` "'--- I �i !O I- .. i \ 1 � III, \! \\ Silt fence sediment barriers with wire support shall be installed downslope of PP 9 P 9 9 ' `I ! I i \ li _ !i! CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES �- L I 1 III 00 I i,'I, I - li �1 II li� Ii areas with minimal grades to filter sediment -laden runoff from sheet flow as in or crossing live watercourses shall be met. L �� _ I \O� I =I`'i t - _ l _ I I I J I SHALL BE MADE IMMEDIATELY.O THE LANDSCAPE ARCHITECT FOR REVIEW AND DIVERSION ��- �- I I I ig 14 I1� - - ' ! I I � i I indicated. Z �_ DIKE II �I!;1 `j IiI!,�O` � - DIVERSION I _111 \11111 --I �11I !! 1' II �il!1'� MS -15: The bed and banks of a watercourse shall be stabilized immediate) APPROVAL. �= �_ � �_ DIKE O,i; �_ - II \i�lll'�II',I�;O y �� i �. I �.�;\ � , ,\ I I ',`III \I , .. 3. Temporary Diversion Dike - 3.09 following after work in the watercourse is completed. �_ �_ \- �_ \ 11�ii '� 1 ililA 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. �\ \ � - �_ _ _\ \\_ �� mill 1N`MuM Temporary diversion dikes shall be constructed in the locations indicated on L1.20. MS -16: Underground utility lines shall be installed in accordance with the standards in addition 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL �\ '� �_ \�\ - \� • �_ \ O- 6 M 4. R.O.W. Diversion - 3.11 to other applicable criteria. SHALL BE INERT MATERIALS ONLY FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND \ \ ��\- \ ��-��_ \\ ��\ O A ridge of compacted soil or loose rock or gravel constructed across disturbed a. No more than 500 linear feet of trench shall be opened at one time. OTHER DEBRIS. 0-\ ��_ \ \ '- \ �_ \ �� "Nwz%!�_ rights -of -way and similar sloping areas. \ \ \ \ �_ *��\\_ �\ \ \ \ \ _ b. Excavated material shall be placed on the uphill side of trenches. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION // �_\ \ \ \ \ � // 0 \ \ \ \ TYPICAL EARTHEN STRUCTURE 5. Temporary Sediment Trap - 3.13 PER ZONING ORDINANCE SECTION 5.1.28. ST-1 c. Effluent from dewatering operations shall be filtered or passed through xz_�' \ \ \ \ \ X// �\ // O \ \O -O- 0-- / -\- \_ Off- \- A temporary, small ponding area shall be constructed at the location indicated on an approved sediment trapping device, or both, and discharged in a 13. ALL INERT MATERIALS SHALL BE TRANSPORTED INCOMPLIANCE WITH SECTION / / \\_ \ \ \\ / / �- \ \ \ \ the Ian. manner that does not adversely affect flowing streams or off site 13 -301 OF THE CODE OF ALBEMARLE. ( ** � \_ \\__ _ P I \ S I ** Calculations: property. COARSE AGGREGATE / % / - SOURCE: Va DSWC PLATE 3.11 -1 2 Acres 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT ( ( /, COARSE AGGREGATE / Area Serving' 0 9 c es , ( ( \ / Storage: at 134c /Acre = 123.3c d. Restabilization shall be accomplished in accordance with these regulations. SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. EXCAVATED / g Y Y � FILTER CLOTH EXCAVATED \ FILTER CLOTH Wet Storage: 26x26 - A of 676sf, D = 3.5 for V of 74.5cy ' AREA AREA / Dry Storage: 28x28' = A of 784sf, D = 2.0' for V of 54.1 cy e. Applicable safety regulations shall be complied with. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN Weir Height = 3.0' MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, -/ Weir Top Width = 2.5' MS -17: Where construction vehicle access routes intersect paved public roads, provisions PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY See L1.25 for construction details. shall be make to minimize the transport of sediment by vehicular tracking onto the PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. TEMPORARY DIVERSION DIKE paved surface. Where sediment is transported onto a public road surface, the road ** COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 ** COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 ST-2 shall be cleaned thoroughly at the end of each day. Sediment shall be removed from 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR A temporary, small ponding area shall be constructed at the location indicated on the roads by shoveling or sweeping and transported to a sediment control' disposal CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE OUTLET (PERSPECTIVE VIEW) OUTLET (PERSPECTIVE VI EV1� the plan. area. Street washing shall be allowed only after sediment is removed in this manner. ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE Calculations: OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. Area Serving: 0.15 Acres MS -18: All temporary erosion and sediment control measures shall be removed within 30 days 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SOURCE: VA. DSWC PLATE. 3.13 -2 Compacted Soil Storage: at 134cy /Acre = 20.1 cy after final site stabilization or after the temporary measures are no longer needed, SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY SOURCE: VA. DSWC PLATE. 3.13 -2 Wet Storage: 12x12' = A of 144sf, D = 3.0' for V of 13.6 cy unless otherwise authorized by the local authority having jurisdiction. Trapped TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH Dry Storage: 14x14' = A of 196sf, D = 1.5' for V of 9.4 cy sediment and the disturbed soil areas resulting from the disposition of temporary AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF 18" min. Weir Height = 2.5' measures shall be permanently stabilized to prevent further erosion and sedimentation. GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE T YPI CAL T D A T l M E �' T - I �- -Flow Weir Top Width = 2.5' SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. ® I ! �- i- ! ' I- ' ; I\ I ! -- I See L1.25 for construction details. TYPICAL OI�IENTA TI ®1� ®�' ! , I Ii I.\ ;! \=\ ! J 6il \ I Ii MS -19: Properties and waterways downstream from development sites shall be I ! 1 I -I - protected from sediment deposition, erosion and damage due to increases in 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, %� _ ; �1 I _ I I I I I ! i I � I I i I I= 6. Soil Stabilization Blankets &Matting 3.36 v lume velocity nd peak flow rate of stormwater runoff for the stated AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, T l d EA �T, MENT , (SOIL S TA BILI ZA TI 1 D L� 1 �TI�E T� Protective blankets shall be installed on steep areas and in the drainage Swale as ° P INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 4.5' min. - ---�I . frequency storm of 24 -hour duration in accordance with the following (SOIL STABILIZATION INS TA L LA TI 1 !� CIS I TIC IA I I noted on L -120.. 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL standards and criteria: BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE VEGETATIVE PRACTICES a. Concentrated stormwater runoff leaving a development site shall be APPLIED AT80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY discharged directly into an adequate natural or man -made receiving EROSION CONTROL SLOP OW �. ANCHOR SLOT 1. Topsoilin (Temporary Stockpile) - 3.30 channel, pipe or storm sewer system. For those sites where runoff is INSPECTOR. NOTES Topsoil shall be stripped from areas to be graded and stockpiled for later discharged into a pipe or pipe system, downstream stability analyses at spreading. Stockpile locations shall be located on site and shall be stabilized with the outfall of the pipe or pipe system shall be performed. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH - _ APPROXIMATELY 200 STAPLES REQUIRED P P P p y p =i_ -!; ON SHALLOW SLOPES, STRIPS OF PER 100 SQ. YDS. OF MATERIAL ROLL. temporary silt fence and vegetation. RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR -i li -i I I, II- _I NETTING PROTECTIVE COVERINGS ANCHOR SLOTS, JUNCTION SLOTS & _III= 1! CHECK SLOTS TO BE BURIED 6" TO 12 ". 2. Temporary Seeding - 3.31 b. Adequacy of all channels and pipes shall be verified in the IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE !:I ,(_III_; f, MAY BE APPLIED ACROSS SOURCE: VA. DSWC PLATE 3.09 -1 following manner: VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN "-I I!, �;I II THE SLOPE. All denuded areas which will be left dormant for more than 30 days shall be seeded , _I I i- NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES = III -_! i i_ 12" MAX. 4:1 OR FLATTER with fast germinating temporary vegetation immediately following grading of those WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND "' =1 ,I i 1 =_ 6" MAX. STEEPER THAN 4:1 areas. Selection of the seed mixture shall be selected by the landscape architect. (1) The applicant shall demonstrate that the total drainage areato the , I I - I REPAIRED IMMEDIATELY. III -III III - -= I -II!= JUNCTION SLOT point of analysis within the channel is one hundred times greater I---I , Ti =1I! -' 3. Permanent Seeding .32 than the contributing drainage area of the project in question. EDGE AND END JOINTS I I ! 9- 9 g P l q Immediately following finish grading, permanent vegetation shall be applied in 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE BERM CHECK SLOT * TO BE SNUGLY ABUTTED REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO ! =1 =tI!r accordance with the planting plan for the site. (2) Natural channels shall be analyzed b the use of a two-year 1= I11 =!! I-!! -_ (JUTE MESH WILL HAVE I I Paved construction entrance for erosion control plans Y Y Y LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, _I11= III =111- III__!, TERMINAL FOLD STAPLED LAP JOINT IN I I __ -- - - -- -- - -- - - -- -- - - -- -- - - frequency storm to verify that stormwater will not overtop channel BRING THE MATERIAL OVER THE BERM AND ANCHOR IT I I =I I -li F=l I1 =I I I=! : - I' - - -- _ w_ _ - � . _ - ___ -I #( 4. Trees, Shrubs, Vines and Ground Covers - 3.37 INSPECTOR. BEHIND THE BERM. I =!I I- 111 =111=111 =1! ( =1 - LIEU OF EDGE JOINT) z, zl banks nor cause erosion of channel bed or banks. = y1 „ -111 ; l i 11I FE1I I=z I- 111 =!'. t , LAP JOINT 2" MIN. ; I I I `' ' ' Immediate) following finish grading, vegetation shall be applied in accordance with Y 9 9 9, 9 PP ! 1 -!; I -I1 I=1l1=1 1 =1;1=1! 1=111 -1! 1=1111_ 1 F it , ; . >� -., � .. I' 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 -1I I -li 1- 111=111= 111 -111=1 =1 I -!' (JUTE MESH ONLY) r -. I,i' i' `I the planting plan for the site. (3) All previously constructed man -made channels shall be analyzed by the '!1.111= 111 =1! L= III -1i' TAMP FIRMLY "I , �" - ! � ' p 1 1, YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.) -,! _ 1 ,. i 13 7, €± � 1 ,� ��'f, ! . i1 III -1 I- ! i; a _,z .._.> �,._.., ..r_ I i use of a ten -year frequency storm to verify that stormwater will not ANCHOR SLOT I I 1 O , `i 5' MAX. 4:1 OR FLATTER P ti; .4 m~ .> Imo. 4. Dust Control - 3.39 overtop its banks and by the use of a two -year storm to demonstrate that 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN STEEP 1 ,; 111 ; 3' MAX. STEEPER THAN 4:1 I I �..�.. -.. d 311 i _ _ o SLOPE - - -H f where on site and off site SIC -�il�! -u1 ! : -,A s� .- rt _. ,.v.:, In areas subject to surface and air movement o dust e e stormwater will not cause erosion of channel bed or banks. NINE 9 MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. ! _ _ 1 1 ,. ��, �� "= � :� � t` 'i ?� damage is likely to occur if preventative measures are not taken dust control O I° =1 I� I �1I I-I I I- ' ` (WATER PROTECTION ORDNANCE SECTION 17 -2076) ice! I I R l ! `' measures should be employed. (4) Pipes and storm sewer systems shall be analyzed by the use of a - - F - L2 . - i- ,- i'�IiI IiCIIC- II�II�II -I!� 16" TO 12" � .�...,,,_ _ � -_. _. .w.� .�, Y�� ` -.,� °' � L., II ten -year frequency storm to verify that stormwater will be contained ON STEEP SLOPES, APPLY li�ii� III II�Ii�1.. a1� I i I �F t � r i within the pipe Or system. �iil -1 ! li I!- 1iCIIC1I -III I 1 i PROTECTIVE COVERING PARALLEL -I!r =1!� II=II�II�I 11, . I I I I I , I II PP Y I ! I! `iii =!I; !I -1� I i MANAGEMENT STRATEGIES _,I __II __!I! -, TQ THE DIRECTION of FLOW - Y. , _ 01___, .1 , ,i I!�iIL=1lI -!II -i AND ANCHOR SECURELY. i I I 1 la C. If existing natural receiving channels or previously constructed man -made -Ili I I i I 1 ! I ; I ,l 1. Construction shall be sequenced so that grading operations can begin and channels or pipes are not adequate, the applicant shall: I' = =- - 'Ili -II- CHECK SLOT I I t,,: (" i _ Fr II. I II St ! 4 iI end as quickly as possible. The bulk of the area to be graded, north and west I =II ! I s (1) Improve the channels to a condition where a ten -year frequency storm will ' -III I -i -I -1 i =! i =1 I- - r1 1 1 7 . _ __ 1 I i, II I ; of the studio down to Ivy Creek Drive shall be take place during a single _ ' =i l �'I! ! 11-II 111! =!I II TAMP CHECK SLOT I I I I I I I I I I� '+�. `: ! not overtop the banks and a two-year frequency storm will not cause I -1I! =! I t -I -I I I- 111 =n._ FIRMLY . I � :, i I ' { h expedited period timed to provide for ideal seed germination in the fall or erosion to the channel bed or banks; or - - following spring. I ! ro X11 7 VAR. VAR. .'�; z' II'` .L ��1� ' i' "i. �� I Y - PLAN V f E W i S it a, (2) Improve the pipe or pipe system to a condition where the ten-year 6" To 12 "''"� ' b ` "" 1 `' 4 �L i .mss 1 y � ° . a. i in gravel rive. At the end of - - - - fi. ,I I I 2. The construction entrance shall utilize the ex st d fre uenc storm is contained within the a urtenances; or i ufi11tfI �_I, � ;I�i ll- s� 1 q Y PP BRING MATERIAL DOWN TO A LEVEL AREA BEFORE = ,� i _ 1 1 _ i, !I ,; L work in the area north and west of the studio the drive /entrace shall be STAPLING D I Q G R A CONSTRUCTION O F A SILT FENCE TERMINATING THE INSTALLATION. TURN THE END - I��I II1i�11.1I I _ I!�I!h�1=y_I_ it 1. -11 1 -ICI : I; - 11Fa;1 I: a!k �� - r removed including the culvert and graded to create a Swale adjacent to Ivy 3 Develo a site desi n that will not cause the pre - develo -development peak runoff UNDER 4" AND STAPLE AT 12" INTERVALS. . �� ' I'� I' I O P 9 P P .. s" i1! ) : �I n appropriate to th e season. -- _�._ r k Drive and seeded as I CHECK SLOTS AT MIN. �-_ -- -- - _=-� � � - ;� `' C ee r e rate from a two year Storm t0 Increase when runoff OutfallS into a natura � � �• �� .�:: � . �`;` 1 Z" STAPLE FORMED FROM N0.1 1 STEEL WIRE. !` i °�• � •� � -�- �• •� '� - i; 1 ' (WITH WIRE SUPPORT : .. � . . i I I , . ; :_� I. 50' C -C INTERVALS; I_ channel or will not cause the pre-development eak runoff rate from a 8 STAPLE MIN. LENGTH FOR SANDY SOIL. ;: '1!x� "" ° 3,1 it 1 P „ NOT REQ.'D WITH ALLv, .. 3. Sediment trapping measures shall be installed as a first step in land disturbing ten-year storm to increase when runoff outfalls into aman -made channel. .... _. _.,_ . -v . activities and shall be seeded and mulched Immediate) following Installation. 1.sErPOSrsANDExcavaTEAa ^xa" 2.sTAPLEwIREFENCiNGTOTHEPOSrs. 6 STAPLE MIN. LENGTH FOR OTHER SOIL. NOT i ;I ��,�: s; TRENCH UPSLOPE ALONG THE LINE DITCH FLOW I (i ?' (4) Provide a combination of channel improvement, stormwater JUNCTION SLOT OF POSTS. TAM P t 1 ii 4. Temporary seeding or other stabilization shall follow immediately after grading detention /retention or other measures which is satisfactory to the plan FIRMLY TERMINAL FOLD i . " iI ` IN DITCHES, APPLY PROTECTIVE COVERING � I ' to an areas to remain undisturbed for more than 7 days. approving authority to prevent downstream erosion. TAMP FIRMLY 11 ; it Y Y PP 9 tY P PARALLEL TO THE DIRECTION OF FLOW. !, ; s Is, �I USE CHECK SLOTS AS REQUIRED. AVOID `' I -- - -- Y, 5. Trenching or utilities and drainage shall be Isolated from downstream d. The a hcant shall rovide evidence of ermission to make the � r r JOINING MATERIAL IN THE CENTER OF ,I , I. i 9 PP P P J ' / 1} -_ _ THE DITCH IF AT ALL POSSIBLE. _ 1 ; t� - 1 i conveyances In order to minimize perimeter controls. improvements. I I I -I -_ L= u. -1iI -III -- - x, .. . ,._,- _ .�� r �' ji 1 __ I / L`. ! 1- III -_. = _ = _ T - - _ =1I �=1I -I �I I c �?y w ; ;"w_ f E: I -1;� 1-11 �.I J �y a x i' it I ,� \ 1 -i ! 1 =! I 11 l ial i -11 -i' --1 i t =! (_ i! 0-1i I r I I I I =111 i:' . f -!! -u. I y' -II- - - _ f - -i -! h171 5 maintained until h are no _ _ • T _ . - - :,.. M . } All erosion and sediment control practices shall be manta t they e tics I �; _ _ _� _II: _ _ II 6 p Y e. All h drolo is analyses shall be based on the existing watershed characteris j 1 _ __ . = IC ICI, 01 7!1 !1-, _; ,1-.,,ht - - _ „� _ -_- w.,;,.,.rc ; hydrologic -� �( ( O � III -_ -li -! _ r-II O - ,F�!_I ! ±- 1�I�_I� I III -I�;_ �, , ti� ,d;.., ; ', 11i 1I l 11_1�II =11 - II,11; =1 =11!= Ili =11 r *" t r.. longer required to comply with the contract documents or state law. and the ultimate development condition of the subject project. - I I O "I � \ -- l i.I =111= =I I II_II!=1 I= \ _ _ _ _ - ii _ _ _ _ I „; R q p P 1 \ l (� -I 11 =__ _I I i -1 1 -' 100FT -! 1 -14 -, : �� ;\ l I ` 11 i I I i �� \ �r 1 I' I' i -I i l- - -1 14- l 1- I _�_II- ICI' -1- I -n -n I_ { i \- 111 - \� i _ \l L I -I, i -1 I_i ! 1 -1 I_III =1 -III -I 1 =! I i -1 !' 1 M. f. If the applicant chooses an option that includes stormwater detention/ retention, �' / �' - 1,1 -I I' -1 i 1- 111 -I f_1 l i -;,l i -,111 ' 1I L - PERMANENT STABILIZATION PP p �' �� I \ '- 1I - I ,, Ii he shall obtain approval from the locality of a plan for maintenance of the _/ f � \ \ !! T r_ £r.. Y:; n a _ r. ,: - ~= �; detention facilities. The plan shall set forth the maintenance requirements of the I= ,'1'1 - I1 = SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE PLATE: 3.36 -1 • V 0 BRIDGE STANDARDS PLATE: 3.36 -2 i : _ ,, dwith permanent seeding, t !!1 ICI I II 5 SOURCE. DOT ROAD AND B E STAN ! .y,. ;,.- mu All areas disturbed by construction shall be stabilize p g, _ , ^ , � ��y, ��w ��t "x ;. facility and the person responsible for performing the maintenance. �� =I I 4P511111 1 \ i „v .,e3 , .. .,. , ti ,, sodding, or planting and mulching as indicated by the site planting plan immediately I I I!,II !III !` ;�ti•. it �'I NATIVE POND Spec. 2 ` _ r: is following finish grading. Seeding shall be In accordance with Std. & p 3 3 FLOW I `'� ' 1`' ''� '` _: ,� d. The applicant shall provide evidence Of permission to make the _� ll I I �! ii l l ! _� I I + � .' � I I it PERMANENT SEEDING. Seed type shall be as specified by the landscape architect. -� improvements. a^ fi �• 11 Mulch (straw or fiber) shall be used on all seeded surfaces. In all seeding operations ;I , ". - � ? �: ri Albemarle County, Virginia 1- ° i seed, fertilizer and lime shall be applied prior to mulching. e. All hydrologic analyses shall be based on the existing watershed characteristics )` �� ' 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE I j��_ _ ,i and the ultimate development condition of the subject project. I ; _ _ _�__ �r __�_ I li FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. I , MAINTENANCE _ __ ._ . M1 _ _ .._ -, • ....__ .... - __..._ ...� _ . _ _. � SUBMISSIONS/ REVISIONS f. If the applicant chooses an option that includes stormwater detention/ retention, .� 1. All erosion and sediment control measures shall be checked daily and after each run -off he shall obtain approval from the locality of a plan for maintenance of the - producing rainfall. Any necessary repairs or cleanup to maintain the effectiveness of the detention facilities. The plan shall set forth the maintenance requirements of the 8/06/13 SITE PLAN SET erosion control devices shall be made immediately. facility and the person responsible for performing the maintenance.; i 9/27/13 REVISED SITE PLAN SET The following items shall be checked in particular: --- ", g. Increased volumes of sheet flows that may cause erosion or sedimentation on O/ _ 10/17/13 REVISED SITE PLAN SET 2. The silt fence barrier shall be checked for undermining or deterioration of the adjacent property shall be diverted to a stable outlet, adequate channel or detention i - - - -_ �O STONE CONSTRUCTION E N T RAN C E fabric. Sediment shall be removed when the level of sediment deposition facility. ��`� �� I I I� -- I I I reaches half way o the to of the barrier. = I i Y P h. In applying these stormwater management criteria, individual lots in a residential _ - % �\ � 0 70' MIN. EXISTING 3. The seeding areas shall be checked to ensure that a good stand is subdivision development shall not be considered to be separate development I III- FLOW /' \ III- maintained. Areas shall be fertilized (organic only) and re- seeded as needed. projects. Instead, the residential subdivision development, as a whole, shall be - H , I - A 3 PAVEMENT considered to be a single development project. Hydrologic parameters that reflect - I (1011 IO --1�! �\ !l _ v v 5.1 1 the ultimate subdivision development shall be used in all engineering calculations. \ I II - - STORM WATER RUNOFF 21 � I I -1 ! I' .. : -- 11! 11 - 111=111 ! I !-1 ' !- ill- v. , EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. i. Proposed commercial or industrial subdivisions shall apply these stormwater Stormwater runoff for the site continues to drain onto the surround forest and grass areas. DRIP LINE FILTER CLOTH s" MIN. A MOUNTABLE BERM management criteria to the development as a whole. Hydrologic parameters that �(� (OPTIONAL) The overall square footage of impermeable surfaces will be reduced by removal of asphalt reflect the ultimate subdivision development shall be used in all engineering FILTER FABRIC t� EXISTING TREE SEE L1.20 FOR LAYOUT OF FENCE paving and removal of portions of the residential structure. Runoff from the structure will be calculations. 1 ` /' 1 ' \� SIDE ELEVATI O N diverted into rainwater cisterns. The surrounding forest and grass areas will be improved to \' /` \\/ allow for more infiltration through soil remediation and establishment of native meadow ; =,--`� - , \O O EXISTING GROUND species. The proposed design does not significantly change the existing larger scale \IIII If WIRE 1Ii I I i /\ 2" POST 1 70' MIN P P P � -1 i � -;�i Imo- � � �) �� \ drainage patterns. Overall result will be a net reduction in stormwater runoff and improved 0-_ ) GENERAL EROSION & SEDIMENT CONTROL NOTES - -I'"� �'I'I� - \ water quality. \,' 7 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05 -1 \� / TREE PROTECTION FENCING B WASHRACK 10' MIN. 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION Sherwood & Wyant '� 1 EROSION CONTROL QUANTITIES AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED J�O _O_ (OPTIONAL) ` \ _ --� -, !� Ili. -! ! �, ` ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA _\Jf'O =1 !=i , !,- EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR \7\ - \\ ITEM UNIT QUANTITY 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. I ! Ii!- * \\ \O 10' Mw. MINIMUM TOP WIDTH �� 1A\ 12' MIN. I' EXISTING CONSTRUCTION ENTRANCE EA 1 I 4 NOTES:J PAVEMENT 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR ` �' ` I'll SILT FENCE LF 2,110 TO OR AS THE FIRST STEP IN CLEARING. IF DURING CONSTRUCTION, ADDITIONAL REQUIRED FOR SEDIMENT �\O 1. FENCING TO REMAIN I N PLACE UNTIL I i r .Ll1� \\ 5 6` 6 5C KEY MAP TREE PROTECTION LF 2,800 EROSION CONTROL DEVICES ARE FOUND NECESSARY THEY SHALL BE INSTALLED \\ - l \O CONSTRUCTION HAS BEEN COMPLETED OR r � NTH TEMPORARY SEDIMENT TRAP EA 2 AS DIRECTED BY THE LANDSCAPE ARCHITECT. TRAP EMBANKMENTS - , ;' 1, I\ VDOT #1 I �- � POSITIVE DRAINAGE 10' MIN. �!� of / AS DIRECTED BY LANDSCAPE ARCHITECT. COURSE AGGREGATE TO SEDIMENT I O� T't 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE B TRAPPING DEVICE W �tr MAINTAINED ON THE SITE AT ALL TIMES. ACCORDING TO HEIGHT O F I ) O� r * MUST EXTEND FULL WIDTH U WILLIAM M. WFIIT R APPLICABLE VIRGINIA MINIMUM STANDARDS 4. NO DISTURBED AREA WILL BE DENUDED FOR MORE THAN 30 CALENDAR DAYS. EMBANKMENT 2. WITHIN TREE PROTECTION ZONE (TPZ) THERE OPERATI SS AND EGRESS PLAN VIEW Lic. o, 4 0 70 (FEET) MUST BE OPERATION MS -1: Permanent soil stabilization shall be applied to denuded areas within seven days after 5. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND SOIL STOCKPILES ARE TO BE -!-- final grade is reached on any portion of the site. Temporary soil stabilization shall be - NO ALTERATION OR DISTURBANCE TO 12' MIN. '9 (D -i ? , - -- MULCHED AND SEEDED FOR VEGETATIVE COVER IMMEDIATELY AFTER GRADING. 1SC applied within seven days to denuded areas that may not be at final grade but will STRAW MULCH IS REQUIRED. 1 -') EXISTING GRADE OF ANY KIND; i �c-1; r..� I '�'P remain dormant (undisturbed) for longer than 30 days. Permanent stabilization shall be ' ' , u` � ;\\� `� \o X �-�) r O r 3.. MIN. ( - NO CHANGES TO THE GRADE BY ADDING O o� O OHO 000 o0O o 00 - c0 00 � SEAL applied to areas that are to be left dormant for more than one year. i i ! �� ,� . � 6. ANY DISTURBED AREA NOT PAVED, SODDED, OR BUILT UPON BY NOVEMBER 1ST, � W - l f ( I = ! IS TO BE SEEDED ON THAT DATE WITH OATS OR WINTER WHEAT AND MULCHED H O W \ ! I I �� H O � I I _l I \I l' 1 !_ v � �? �� v��: 0 O' v � `U � v � �, � 3" MIN. /l FILL, EXCAVATING OR SCRAPING; - -' O 0 PROJECT NUMBER: 1303 WITH STRAW MULCH. MODIFY AS APPLICABLE DEPENDING ON PROPOSED TIME OF / r ' / - NO STORAGE OF CONSTRUCTION MATERIALS 77'"'�� - MS -2: Temporary soil stockpiles shall be stabilized or protected with sediment trapping 1.5 0.5 2.0 -- CONSTRUCTION. \ I FILTER CLOTH DATE: measures. Provide temporary protection and permanent stabilization of all soil 2.0 1.0 2.0 L\ OR EQUIPMENT; SECTION A -A October 17, 2013 stockpiles on site as well as soil transported from the project site. 2.5 1.5 2.5 7. ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL 3.0 2.0 2.5 1 `� 1 O EXISTING TREE MEASURES AT ALL TIMES DURING LAND- DISTURBING ACTIVITIES AND DURING SITE " - NO STORAGE OF SOIL, CONSTRUCTION 6' -7^ I SCALE: N/A MS -3: A permanent vegetative cover shall be established on denuded areas not otherwise DEVELOPMENT. C• 3.5 `2.5 3.0 permanently stabilized. Permanent vegetation shall not be considered established H 0 H 4.0 3.0 3.0 0 WASTE OR DEBRIS; P Y g Off) O.` O DRAWING TITLE: 4.5 35 4.0 until a ground cover is achieved that in the opinion of the landscape architect, is 8. THE LANDSCAPE,ARCHITECT MUST ATTEND THE PRE - CONSTRUCTION f TREE PROTECTION - NO DISPOSAL OF ANY LIQUIDS E.G. %0 � \ F REVIEW AN APPROVE ALL MEASURE BEFORE CONSTRUCTION 5.0 4.0 4.5- uniform, mature enough to survive and will inhibit erosion. CONFERENCE AND D - O 01 O 1 Off% obi 00- \! Ifl_,II FENCING CONCRETE SLEUTH, GAS, OIL, PAINT, AND '3 - E&SC Notes & Details BEGINS. THE LANDSCAPE ARCHITECT WILL MAKE A CONTINUING REVIEW AND I- =i I \' O 11, i1 I__ 0 _ _\ ( \O\O o EXCAVATED AREAS ' O X01 O <, < _, _,T - - J 00 O '\. MS -4: Sediment basins and traps, perimeter dikes, sediment barriers and other measures EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE E.C. PLAN. I I I; - ' - NO MOVEMENT OF VEHICLES, EQUIPMENT \.\.\ \\\\�\\.,C1\ \\ � \��) O 1 intended to trap ediment shall be constructed as a first step in an land-disturbing AX. DEPTH = 4' 6 MAX. O O 0 O O O O O O�J a P P y g ORIGINAL o ROTECTIO OR PEDESTRIANS. o) o 0 0 0 0 0 0 \\ O oO activity and shall be made functional before upslope land disturbance or timbering 9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN GROUND co ONE P r (N'��`'�(``" ` takes place. INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW ELEV. GRADE SHEET NUMBER: OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION REINFORCED CONCRETE DRAIN SPACE MS -5: Stabilization measures shall be applied to earthen structures such as dams, dikes and CONTROL PLAN TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. 3. TREE PROTECTION ZONES MUST BE INDICATED SECTION B -B diversions immediately after installation. A WITH SIGNS WHICH READ "TREE PROTECTION I SOURCE: VA. DSWC PLATE. 3.13 -1 Ll ■ I ZONE. THIS FENCE SHALL NOT BE REMOVED." SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va.135WC3.02 -1 I / I I I I i I I I I 1 I I 1 i i I I r I r 1 I I I WI zl I wl al �-r r 1 I i 1 I 1 I I i I 1 1 1 1 1 I 1 % Q W.M Whitaker & Associates _ >- landscape architects / / , LU -/ -- —575— % '- �- / / -� // / / / - -585 �'I P— 60X`2153 IrChattanooga, Tennessee 37409 � ,-- _-____ ____ �_ _ — _y / • I R� � � m ph:(434) 825 -0744 e:wmwhitaker @wmwhitakerla.com --'- 590 �- • -. _.-- -- / 590 ._ -- _ • ------ --- / • / / \ / / \ ` � D \ I 1 \ Ir -- -- ------ - - - - -- -- O___ \_ jai / / �_ - J �� / /55A • ------- - - - - - - - - - -ses - \ • �/ - __ / / �5�0 / �_ _.--- --- _. I � � 0i / \ / f' \ 1 / I I I I / - ` � -i i \�i / \ - --' - r s � • �\ � ((, � / \ / / -� / _-'� � -- -- �� 6 - � _� �� I �--, I I I , ® / `� �- • � � ` D R t'KC � 00 -- \\ \\ { X jI / I I c —590 - -- ` • \ • \ \ `� \ \ \\ \ PARK / / / /'— / / / �- / '' __ -' �_ -- --� � r �k/ h / /U / 5y3" -\ � \ 'I ' I � I I QI I QI \ \ \ ' \ •I \ / / \\ ` \\� 1\ \ \ � • � � \ C' \ / � \� \ / / / / �- ' / / "� �' _-- /�� •■( / gam \ 1 � \ \ i I j �I I �I � \ , ' / \ \ -� _/ / \ `�\ \�� \ \ \ \ f •'- � • \ 10 i�i II `I ' \ \ \ — •� `�\ �� > • \ \ \ w I' \ \. \ \\ LOD ^ LIM � � / i / IL i � j '� j \ � —� \ \ � \ `� �o � \- \ —i \ \ � / l Li • \ � � OD 1 / if \ Iwl I I \ . , - - - - -- ---- - - - - -- -- - - - - - - -- -------- !------ - - /- -- LAWN . L__J \ \ — / \ ` WATER LINE CORRIDO I f- r� - -- - - - -- - / \ STUDIO DRIVE _ + -- - \ I / V\ PARK • % •� PAVILION °o TERRACE / % c \• i / • i 1 MEADOW �, I ° — o ° ° o / mil PARK \ • TERRACE' PARK � i d FIRE PIT ! \ r DRIVE �\ / • ) // \ I / /'• I� if /I 594-_ / \5-� I f I \ / l • \ I i MEADOW o / l' l if • 1013 � / i r ! 1 � • 1 7 , ` l 11 /' tf l (. LLJ 590 ---- OI \ \v // / Av �/ // • •/ l 11 l i� I `� /+i i % ��' f/r MEADOW PARK ( / / LAWN \ \ \ \• \\ / � � r � � ,% � ! / / /j % j l /l i \ MOWN PATH \ - — — _— \ \I / \ / ' /' + + _587— x / / / / v MEADOW v — _ v \ \ v — • i V / \ ' / / / /% / j/ ;� // /�/ DRIVE ` 41h \ x x i O / �y � a0 a SOLAR ARRAY CIO \ \ \ 5a • ( 60� \ \ \ — — / • — G. T \ MEADOW\ MEADOW \ q / NATIVE POND Albemarle County, Virginia MOWN PATH � � \ �--- --- — s ' v • / \ `� -___ __-_ -- ` \ \ \ \ \ `� � MEADOW ; _ ,-- — � l l � r: % / � / / EASEMENTS / SUBMISSIONS/ REVISIONS / / /' 8/06/13 SITE PLAN SET —Z, / \ \ \ \ \ \ ` _— / / / / / / I /' / %/ 9/27/13 REVISED SITE PLAN SET i / �� / . / l' j/ 10/17/13 REVISED SITE PLAN SET ,—t00 �/ j / � EXISTING GAZEBO \ \ \ \ \ EXISTING BUDDHIST.STUPA o � \ \ MOWN PATH oci KEY MAP OP WILLIAM M. —550— / Lic. NojJ 40600 77 SEAL PROJECT NUMBER: 1303 55j i DATE: October 17, 2013 SCALE: ill- 251 -011 DRAWING E: Site Plan SHEET NUMBER: / / _ ■