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SDP201600009 Plan - Approved Minor Amendment 2016-10-21
� ' • � 1 A 1t , L i i LIE 11A (='.PNF:PA1 N0TF1q-_ SITE PLAN AMENDI'VIENT (SDP201200008 OWNER: PIEDMONT REALTY HOLDINGS 1 6535 WOODBOURNE LANE CROZET; VA 22932 DEVELOPER: PIEDMONT REALTY HOLDINGS 1 6535 WOODBOURNE LANE CROZET, VA 22932 ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: MR. SCOTT COLLINS 434.293,3719 TAX PARCEL #: 056A2-01-00-07000 TOTAL ACREAGE: 0.446± ACRES .ZONING: DOWNTOWN CROZET DISTRICT (PROJECT IS BEING DEVELOPED BY -RIGHT) A:18 PROPOSED USE: COMMERCIAL, F1 ET & (6) RESIDENTIAL UNPTS COMMERCIAL, OFFICE, & RETAIL SQUARE FOOTAGE: 12,100 sf (4,700 SF RESTAURANT, 5,400 SF COMMERCIAL & 2,!000 SF OFFICE) � NUMBER OF EMPLOYEES: 15 EMPLOYEES PARKING REQUIREMENTS: PARKING SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 1. (2) SPACES FOR EACH RESIDENTIAL DWELLING UNIT WITH (2) OR MORE BEDROOMS Z, (1) SPACE PER 1000 SQUARE FEET OF NET FLOOR AREA FOR NON-RESIDENTIAL USES 3. (1) BICYLE PARKING SPACE IS REQUIRED PER EVERY 10 AUTOMOBILE SPACES REQUIRED PARKING REQUIRED: 1, 6 RESIDENTIAL UNITS = 12 PARKING SPACES 2. 12,100 SF OF COMMERCIAL, OFFICE & RETAIL SPACE = 13 PARKING SPACES TOTAL AUTOMOBILE PARKING REQUIRED= 25 PARKING SPACES TOTAL AUTOMOBILE PARKING PROVIDED= 32 PARKING SPACES (INCLUDES 2 HC ACCESSIBLE SPACES) TOTAL BICYCLE PARKING SPACES REQUIRED= 4 SPACES TOTAL BICYCLE PARKING SPACES PROVIDED= 1 BIKE RACK (4 BIKE RACK SPACES) TOPOGRAPHY/SURVEY: BOUNDARY & TOPOGRAPHY SURVEY DATA PREPARED BY TIM MILLER, P.E., L.S. OF MERIDIAN PLANNING GROUP ON 3/30/2011 AND WAS FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2015. BOUNDARY LINE ADJUSTMENT: THIS PROJECT SHOWS A BOUNDARY LINE ADJUSTMENT THAT INCORPORATES LAND THAT IS TO VACATED FROM ELLISON STREET. BENCHMARK: EXISTING CORNER OF STORM SEWER DROP INLET SHOWN ON THE EXISTING CONDITIONS SHEET, ELEVATION 698.33'. DATUM: ELEVATIONS BASED ON NAD 83 DATUM. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO229D, EFFECTIVE DATE FEBRUARY 4, 2005, STREAM BUFFERS: THERE ARE NO STREAM BUFFERS LOCATED ON THIS PROPERTY. WATERSHED: THIS SITE IS LOCATED WITHIN THE LICKINGHOLE CREEK DRAINAGE BASIN. EXISTING VEGETATION: THE SITE HAS RECENTLY BEEN CLEARED & SEEDED AND WAS PREVIOUSLY WOODED WITH LIGHT UNDERBRUSH. ACCESS: THE SITE WILL BE ACCESSED VIA AN EXISTING ALLEY AND PUBLIC ROAD THAT WILL SOON BE DEDICATED, ADDITIONALLY, ANOTHER PUBLIC ROAD IS PROPOSED WITH THIS PLAN AND WILL TIE INTO THE EXISTING PUBLIC ROAD TO BE DEDICATED. CURB AND GUTTER AND STORM SEWER WILL BE USED FOR DRAINAGE, OPEN SPACE: NONE IS REQUIRED OR PROVIDED WITH THIS PLAN. RECREATIONAL AREA: NONE IS REQUIRED OR PROVIDED WITH THIS PLAN. RETAINING WALLS: MAXIMUM RETAINING WALL HEIGHT SHALL NOT EXCEED 13' SIDEWALKS: PROPOSED SIDEWALK & EXISTING SIDEWALK ALONG THE NEW MAIN STREET SHALL BE A MINIMUM OF` 5 FEET WIDE PHASING: NONE A15 LIGHTING PLAN: SEE LIGHTING PLAN, SHEET LL -2 (SHEET 11) PROPOSED BUILD HEIGHT: AX M H 4 DRIES OR 50 FEET BUILDING SETBACKS: PRIMARY FRONT SETBACK (ALONG LIBRARY AVENUE) WILL BE A MINIMUM OF 1 FOOT AND A MAXIMUM OF 10 (FEET PRIMARY SIDE SETBACK (ALONG OTHER STREETS) WILL BE A MINIMUM OF 0 FEET AND A MAXIMUM OF 20 FEET REAR SETBACK IS A MINIMUM OF 0 FEET. PARKING SETBACKS: PARKING LOCATED OFF SIDE SETBACK- A MINIMUM SETBACK OF 3 FEET PARKING LOCATED OFF REAR SETBACK- A MINIMUM SETBACK OF 0 FEET PARKING LOCATED OFF FRONT SETBACK- NO PARKING IS PROPOSED w/ THIS PLAN OFF THE FRONT SETBACK SITE AREAS: L� ONSITE PAVEMENT (WITH CURB AND GUTTER) - 0.20 ac. (8,685sf) 44,7%f OF PROJECT LIMITS 18 BUILDING - 0.13 ac. (5,630sf) 28.9%± OF PROJECT LIMITS SIDEWALKS - 0.05 ac. (2,100sf) 10.8%:1 OF PROJECT LIMITS GREEN SPACE - 0.066 ac. (2,875sf) 15.6%± OF PROJECT LIMITS TOTAL PROPOSED IMPERVIOUS AREAS = 0,40ac, (17,425sf) CRITICAL SLOPES: ALL CAL SLOPES WERE APPROVED DURING THE PRELIMINARY PLAN REVIEW, SIGNAGE: NO SIGNAGE IS PROPOSED AT THIS TIME, SITE TRIP GENERATION: ADT IS IN ACCORDANCE WITH THE ITE TRIP GENERATION, 8TH EDITION THE LANDSCAPE PLAN PROVIDED IS IN ACCORDANCE WITH ALBEMARLE COUNTY CODE SECTION 32,7.9 CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN ARIEAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. NO CEMETERIES WERE FOUND DURING THE FIELD INVESTIGATION AND SURVEY TOPO AND BOUNDARY ON THE PROFPERTY, COLUNS ENGINEERING SHALL NOT HAVEAUTHORITYOVER CONTRACTORS WORK, SAFF7YPRECAU77ONS, SCHEDULES, OR COMPLIANCE WI7H LAWSi AND REGULATIONS. WESHALL NOTASSUME RESPONSIBIL17•YFOR ANYCONS7RUC77ON BEGUN PRIOR TO PLANAPPROVAL WHITEHALL MAGISTERIAL DISTRICT ALBEMARLE Aig� �fQ: 4 try14 -1b `Z � 'ca c' TMP 056A2 -01-00-071D SIID TRUST' STEPHEN L THARP- TRUSTEE JJ P, BOX 268'___1 J CHARLOTTESVILLE, VA 229 TMP 0NPEA LLCO2100 [I@ 2136 PG 545 /J 1EMJ Z ED: COMMERCIAL J /f 77571 GLENTIVAR LN JJ GREENWOOD, VA 22 3 8 3572 PG 674 ZON COM MER L i DISE: C TMP 056A2 -01 -OO -6i10. TMP 056A2-01-00-02000 DAMMANN, CHARLOTTE B & SAIIA�/ j 1 f' ALEXANDER, MICHAELB J i J Jr LEE FRIZZELL 705 IN6ESIDE LN/J t 2958 BARRSDEN FARM dg }5F J < CHARLOTTESVILLE, VA 22 71 r �� CHARLOTTESVILLE, VA 22911 ��`/& J, / DB 3697 PG 147 DB 4355 PG 10-15 / �� l 1 ED: COMMER J JJ J DB 4046 PG 496 J DB 833 PG 003 T'' DB 324-92 / /,. s l A ANN, C ZONED: COMMERCIAL CH ' yf t� .� TMP 056A2-01-0 A0 i ~ `� rJ / �� �° j60 f I �''`�5 A% ALEXANDER, MICHAE B � �� �4 705 INGESIDE L ✓ w / i Jf .:{ 1� OTTESVILLE, V 22901600 I' > / , s}. yO 1PG 1 1 r/ 4 S�1 ZONED:' E CIAL 4r t� i USE: MEDICAL FFICE TMP 056A2-01- 02080 J RAUCH, B JO L / J P.O. 1317 05 J/ ' / JJ . J �. JJ IV V 22932 / 383 PG 632 MMERCIAL JJ ~ USE; LAUNDRY T RYILEANE C,/ if�igb1-00-07 TTB & SAR/ BARRSDEN FAI �SVILLE, VA 4355 PG 10-15 4046 PG 496 3 833 PG 003 DB 324-92 D: COMMERCIAL 41P _4? (SUBJECT PROPERTY) :... TMP 056A2-01-00-0700 o PIEDMONT REALTY HOLDINGS 1 .a- �, 0.446ac, 4 6535 WOODBOURNE LANE CROZET, VA 22932 TMP 0 CROZET NEW 300 SI IATES, LLC NE 22902 D4%8 PG 24 ZONED HEAVY USTRIAL USE: LU ER YA CURRENTLY UNDER REV R REZONING `. • ' ? : L `rE' .t D " - :: JJ ' DB 4687 PG.66 J / EARTH DITCH ��ReV `. a•^;"�z:,:,,,� J w DB. 4355PG.10-15 UTILITY PLAN S-1 GRADING & DRAINAGE PLAN DROP INLET & STRUCTURE DBA046 PGA96-500 ZONED: COMMERCIAL .;:.:., I TMP 056A2-01-0-02080�`�`"�-� `� 0 NO. 69?' p(jB�C FNU a.-• ' USE: VACANT COUNTY OF AL ARLE .' ~`~� LL -1 LANDSCAPE PLAN & DETAILS R/W LIGHTING PLAN & DETAILS J C/O FINANCE ADMIN RA M 149 `�''7 J ro M1 401 McINTIRE RD `� � CLEARING LIM/TS _',- �u : �$ <* : "-�--._,� CHARLOTTESVILLE, VA 22902 _jQ m • � , � DB 3239 PG 326 EC—JA DITCH —" — --200-- � fi , . •,._ ZONED: RESIDENTIALFUDR r a ... •, N:: 200 PROPOSED CONTOUR -- EC -2 DITCH2¢0,55 PROPOSED SPOT ELEVATION c) I--,' 1 DEN07ES TOP18ACK CURB 6" _DEPTH Of.EC-2 DITCH — TIB DENOTES TOP OF BOX DEVELOPER PIEDMONT DEVELOPMENT GROUP 2811 HYDRAULIC RO' CHARLOTTE SVI LLE . VA 2290 COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLEI�, VA 22902 1 4 9 i a d -P ri C7 CJ A a Sheet List Table L `rE' .t D Sheet Title T-1 COVER EXISTING CULVERT EXISTING CONDITIONS EARTH DITCH SITE PLAN CULVERT UTILITY PLAN S-1 GRADING & DRAINAGE PLAN DROP INLET & STRUCTURE NOTES & DETAILS DRI VEWA Y CULVERT 0 NO. DRAINAGE & SWM PLAN BENCH PROFILES & DRAINAGE COMPUTATIONS LL -1 LANDSCAPE PLAN & DETAILS MARK LIGHTING PLAN & DETAILS CURB J ro CURB & GUTTER CLEARING LIM/TS E _jQ PROPOSED PA VEMENT VDOT STANDARD STOP SIGN 0 EC—JA DITCH —" — --200-- � EXISTING CONTOUR DEPTH OF EC—JA DITCH 200 PROPOSED CONTOUR -- EC -2 DITCH2¢0,55 PROPOSED SPOT ELEVATION c) I--,' DEN07ES TOP18ACK CURB 6" _DEPTH Of.EC-2 DITCH — TIB DENOTES TOP OF BOX Sheet List Table Sheet Number Sheet Title T-1 COVER E-1 EXISTING CONDITIONS S-1 SITE PLAN S-2 UTILITY PLAN S-1 GRADING & DRAINAGE PLAN S-4 NOTES & DETAILS S-5 NOTES & DETAILS DF -1 DRAINAGE & SWM PLAN DP -2 PROFILES & DRAINAGE COMPUTATIONS LL -1 LANDSCAPE PLAN & DETAILS LL -2 LIGHTING PLAN & DETAILS I I TOTAL NUMBER OF SHEETS LIST OF CHANGES PROPOSED ON THIS SITE PLAN AMENDMENT: Al UPDATED BUILDING FOOTPRINT - APPROVED W/ LOR #1 A UPDATED LOCATION OF HANDICAP PARKING, REMOVED LANDSCAPING PLANTING ISLANDS, AND ADDITIONAL PARKING SPACES. A DUMPSTER ENCLOSURE UPDATED FOR PARKING LOT CHANGES AND RELOCATED CLOSER TO THE ENTRANCE OF THE PARKING LOT. A RELOCATED STAIRCASE TO LOWER LEVEL 5 STREET LIGHT TO BE REMOVED 6 MODIFICATION TO SIDEWALKS AND OUTSIDE PATIO AREA 77 PORCH & STAIRCASE TO SIDEWALK ADDED TO THE PLAN 88 RELOCATED BICYCLE RACK 9 MODIFICATION TO LOWER LEVEL PARKING SPACES 10 RELOCATED DROP INLET & FILTERRA UNIT 11 UPDATED THE PROPOSED WATER METERS TO SERVE THE BUILDING 12 UPDA"T E -D LANDSCAPING PLAN WITH BUILDING,, SIDEWALK, & PATIO MODIFICATIONS 13 UPDATED WALL DETAIL 14 HANDICAP PARKING DIMENSIONS & DETAIL UPDATED PER NEW LAYOUT 1S LOCAT;ON OF SITE LIGHTING UPDATED FOR CHANGES TO THE SITE BUMPER BLOCKS HAVE BEEN ADDED TO THE PARKING LOT & SIDEWALKS ADJUSTED TO MAINTAIN S' MINIMUM A17 THE RETAINING WALL HAS BEEN CHANGED TO A CONCRETE RETAINING WALL THE SITE PARKING LOT HAS BEEN UPDATED FOR THIS MODIFICATION. 18 UPDATED SITE AREA CALCULATIONS, PARKING CALCULATIONS, AND A PROPOSED USES FOR THE BUILDING 19 UPDATED SITE NOTES o REVISED GRADING PER MODIFICATIONS TO THE BUILDINGS, PATIOS & SIDEWALKS APPROVALS DATE C DEPARTMENT OF OMMUNIT DEVELO MENT PLANNER/ZONING ' ENGINEER INSPECTIONS ARB ---- -- DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT I TK fl �C,SCOTT R. COLLINS�e, 0U No. 35791 ,� 10NAL� cr w Li Z Z w c 0 t01 tt3 tNtN ci ko rq y -j o v U 0 V) 0 SHEET NO. 0 fl Z J ro a� E _jQ 0 c) o � v UJ UJ LU LU c i 0 Lj U, O I— z ® w ¢ � C LuU cr1 cd1 to LU to uu � -� aC Z z ®ce d w F- L � , z Z (ten p z u o ul Q U L cenz sL *-� c: 0 U c� c 0 t01 tt3 tNtN ci ko rq y -j o v U 0 0 SHEET NO. 0 fl ro a� E 0 L9 V C 0 y �j > w 0 0 SEEM co z all �- °' LLJ0 Q_ ty c $W z T a C'd1 W < i 0 c zw LI Uj J ro i6 o o L9 CL _ 10 LjLjLIJ0 v U ;z F— I() IH .n Uj� o E 0 U I M Z w CL w z LIJ Lij F_ V) Z w Z Z _j Z _j C) C) U) 0 a F_ Q) ! 0 a o mi w Q U x v CL LU 0 v c LU v JOB NO. 0 112055 o SCALE 0 SHEET NO. 0 fl N10 �,�° 4q' a / / / � ` NOTES: LIST OF CHANGES PROPOSED ON THIS SITE PLAN AMENDMENT: \. � � �-,���q�� Qx,Q ®�►�� �� 1. BOUNDARY &TOPOGRAPHY SURVEY DATA PREPARED BY TIM MILLER, P,E., L.S. OF MERIDIAN PLANNING � 144 $46 ' F 0 [1 ca d �� "? o a. GROUP ON 3/30/2011 AND WAS FIELD VERIFIED BY COLLINS ENGINEERING IN MARCH OF 2011. UPDATED BUILDING FOOTPRINT - APPROVED Wj LOR #s \ / ®�FS�,ySl C �x�9 ca*,��'Q�',ti'Y�ca,S o ,� 2. NO STREAM SETBACKS EXIST FOR THIS PROJECT. \ UPDATED LOCATION OF HANDICAP PARKING,REMOVED LANDSCAPING / \ Fp, ��; lq 2Rp ���� meq` ��`� �-z 0 / 3. THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE SCOTT R. COLLIi S N SPACES. OMM `� �, z4-0 © c�i �°' � o'" '' w �/b� / / RATE MAP, MAP NUMBER 51003CO229D, EFFECTIVE DATE FEBRUARY 4, 2005. ``' PLANTING ISLANDS, AND ADDITIONAL PARKING v .$• 2 40� _•, U No. 35791 � / S �Rqt ��'� q• Q"'�y vo: Q� / 4. ALL CRITICAL SLOPES SHOWN ON THIS SITE ARE MAN-MADE AND WERE CREATED FROM THE 3\ DUMPSTER ENCLOSURE UPDATED FOR PARKING LOT CHANGES AND �^ \%/ `\` ll, °` 4®.�`4 45 (0, 0 CONSTRUCTION OF THE SURROUNDING PARCELS. THESE CRITICAL SLOPES DO NOT REQUIRE RELOCATED CLOSER TO THE ENTRANCE OF THE PARKING LOT. ! \ "'' ti w`>4 ADDITIONAL APPROVAL TO BE REMOVED. r E�� \ / Q/ ©$ TMP 056A2-0�-00-071D oNAL z 5. DATUM: ELEVATIONS BASED ON NAD '83. LL \ RELOCATED STAIRCASE TO LOWER LEVEL;- \ `- Z Vz Oy SMER LAN TRUST; 6. THE SITE IS CLEAR OF EXISTING TREES AND SHRUBS. z 5 STREET LIGHT TO BE REMOVED - -- -� `� \ ' �� / STEPHEN L THARP TRUSTEE \ P.O, X 2681 z 5 MODIFICATION TO SIDEWALKS AND OUTSIDE PATIO AREA \ CHARLOTT VILLE, VA 22902 \ `\ DB 136 PG 545 / 7 PORCH & STAIRCASE TO SIDEWALK ADDED TO THE PLAN / \� ZONE : COMMERCIAL �, c TMP 056A2-01-00-021 88\ RELOCATED BICYCLE RACK \ \ EMNPEA LLC MODIFICATION TO LOWER LEVEL PARKING SPACES ` - 7751 GLED, VA LN GREENWOOD, VA 229�I3 \ \\ S \` Iii ~ z 9 C_ \ W QB 3572 PG 674 / . \ � � � to iu U) a zo RELOCATED DROP INLET & FILTERRA UNIT / \ ZONED: COMMERCIAL SE: OFFICES / e 11 UPDATED THE PROPOSED WATER METERS TO SERVE THE BUILDING / ` APPROX, LOCATION / / �` '�, d 12 UPDATED LANDSCAPING PLAN WITH BUILDING, SIDEWALK, & PATIO \ � /� / ~` OF EX. W/L �� \�� \ / \ �/ � � � ¢ ¢ � a MODIFICATIONS \ Uj I a Uj w ' \' / / APPROX. LO ION \�� j La a L c UPDATED WALL DETAIL \ 115-1 \ OF EX. SAN. SE R \ ! y HANDICAP PARKING DIMENSIONS & DETAIL UPDATED PER NEW LAYOUT / TMP 056A2-01 0-02000 \ ~ �' j8 \ \ / \ � ' I ALEXANDER, MICHAEL 8 LJ, �, LOCATION OF SITE LIGHTING UPDATED FOR CHANGES TO THE SITE MH-- / 705 INGESIDE LN \ TMP 056A2 -01-00-071D �$ A4 / � To = 0.99 ! 1 D MMANN CHARLOTTE B &SARA v 2 BUMPER BLOCKS HAVE BEEN ADDED TO THE PARKING LOT & 5iDEWALKS I IIn=694.59 _ CHARLOTTESVILLE, VA 22901 �,� \ / LEE FRIZZELL DB 3697 PG 147 / / �' �t3 ���/ c v Mi 69 .49 \ / 2958 BARRSDEN FARM > ADJUSTED TO MAINTAIN ' MII,i1MUM / ZONED: COMMERCIALUj CHARLOTTESVILLE, VA 22911 5 7DB 4355 PG 10-15�� S \\w1'�`cr �-+ cr �7 THE RETAINING WALL HAS BEEN CHANGED TO A CONCRETE RETAINING WALL. / / `� \ DB 4046 PG 496 c THE SITE PARKING LOT HAS BEEN UPDATED FOR THIS MODIFICATION. ' !\ DB 833 PG 003 / �' -- DB 324-92 � �8 UPDATED SITE AREA CALCULATIONS, PARKING CALCULATIONS, AND ��V='rr- / Z`�NED. COMMERCIAL f 1 M / \ LP PROPOSED USES FOR THE BUILDING. ,� �\ r STR 115-1 STR 11373A s 1 UPDATED SITE NOTES V APPROX. LOCATION Grate=711.58 Top =709.0 9 (� Q3 h / OF EX. FIRE HYDRANT Inv Out=705.47 Inv Out =7 2.09 c o REVISED GRADING PER MODIFICATIONS TO THE BUILDINGS, PATIOS & STR 115-2 S 13 3B i 1 / TMP 056AQ1-00-02 -� 115- ~` / Grate=711.40 Top = 08.69 i M SIDEWALKS TMP 056A2 -01-00-071A0 lnv In=702.82 '`� �' Inv In=7 2.76 (113-3A) CHAEL B ® -ik- -_ 1 ' UTILITY EASEMENT / DAMMAINN, CHARLOTTE B &SARA LEE Inv In=7 2.81 (stub) \ rA ALEXANDER, M� ��Q , 5 FRIZZELL Inv Out=702.67 _ 705INGESI LN ry �I CHARLOTTESVILLE, VA,22901 {� '�''' \ / 2958 BARRSDEN FARM Inv Out=702.71 1 DB 1600 PG 191 v �� CHARLOTTESVILLE, VA 22911 STR 113-1 STR 113-� i ZONED: COMMERCIAL v / �` DB 4355 PG 10-15 `� Top = 698.33 = 703.18 MEDICAL OFFICE �\ �i / \ DB 4046 PG 496 Inv In= 2 �� 2. / Inv Out= 692.70 D DB 324 92 3 � \ Inv Out= 9 .97 \ \ / EXI REE D UTILITY ESfMTT BBE / ZONED: COMMERCIAL STR 113-2 L9 I.. v VACAT & REPLACED wJ -� Top 694.46 0I - \ \ LIGHT TO BE OVED `� � � � Inv _ -- �� , LP PRC)OSE ON SOH ET 5�2.MT5:'� S ����`\ r Inv Out 687cyi .65 � EXISTING TO / ~ �. ,� ~� Js��B ¢ �- ''�. v ' OF CUT �� -� - - _ STR 113- \ \ - = 113 - Top - 69 t� t� y \ _ / Inv in=688.62 (2 - a TM 056A2-01-00-02 / Inv In=690.12 (15") c P.O. BOX 205 MAN-MADE ' \ /in Osat=688.52 ' Q / CROZET, VA 22932 CRITICAL SLOPES / I > DB 3839 PG 632 TO BE IMPACTE / 4, - / I ` STR 113-4 �~ ZONED: COMMERCIAL (0.13ac.} EXISTING TOE \� / Top = 690.93 LA Y MAT &DRY CL HERS �`� �` OF CUT r' / to �Inv {n=686.65 z \ 1 •`� _ oo Inv Out=686.55 j v h /j \ ALLEYWAY EDGE f `� T RTEMP-1OFPAVEMENT \ W < TMP 056A2-01-00-0700 l�, TMA 056A2-01-00-0710 =685.17 ~ PIEDMONT REALTY HOLDINGS III, LLC f CROZET NEW TOWN ASSOCIATES, LLC _ Aholt/w ' \69 yt Brick alk --� alk \ 0.446ac. 6536 WOODBOURNE LANE f 300 SECOND STREET" ST. NE I CHARLOTTESVILLE, VA 22"932 (Z Ld < 0 z BEN HMARK: CROZET, VA 22932 LEGEND DB 4568 PG. 724 1 -I I� t ~' CO ner of DI LP DB 4687 PG 066 E E( cmc Transformer Z' " / ZONED: COMMERCIAL / ZONED: HEAVY INDUSTRIIAL F-�I c �> ES E ev=698.3 �r EB Electric P Box 4Q.. , 4 �'edf- DGE OF USE: LUMBERYARD CURRENTLY ! l J \ a UNDER REVIEW FOR REZONING LP Light Pale " SLP Ret 4 / EXISTING nra / �` BOA Blow -off Assembly L \ '-melee \ 9 Wa/l a. r " f GRAVEL WV Water Valve c X. SAN. -��`~` �\ .4 (/ � ` Fire Hydrant L9 � SEWER 4' 3 - / � � E�'� . ,.. , N 6 2 �' PROJECT LIMITS \ -- 1�j - CCC i a 113- cs1 SLP -� s PROJECT OU ALLS W - \4 \ f \� EX. CURB & \ c .. OVERLAND F) -OW INTO 4 :C° / GUTTER TO BE H STOR SEWER. AproX -/0-c- \ aor Bid\ .. REMOVED �' I L -I t i E t l °CatiO -of LP wC3i`ti 4 ++ �•w [� c _ » R a r`� tUlET \ Q; LP . CP ! \ ao/y Ww 4 Q \\ MH -A \ .: - l Y 113- �' �� °pAed� - _ 1 -- �. c Top =687.82 '� / 00'' - - _ - �\� \ 4" ..�B. �il,;1"r Inv In=6 1.57 R' -Ra / _-;�j� Alq/tl \ /C 4 Y W LL LL Inv Ou =681. !(i.�/�g,p _ �- - - - - - -- e (/�)A}LIGHT POST -s �7--- '-' "`-4- \ `, a �11.�'� 1l (f }. / ----_ fA, EX.�G-z2 TO BE LL j LL ^c " " r) i �'P j t ✓Y �� / REMOVE & REPLACE \ - /1 -- --- 696--- _.� _ _ Q ��/. �7"EB w/A G-12A� z F �y W BOA �v c 698- -- --- _ -- �E� = ET \\ 13-3 f EX. PEDESTRIA r Q' B SIDEWALK �gndre4tE;�\\ LP" 700 --- _ - -- W :. 4 cz : 15" P ` EX. W/L & B.O. c / l ,EBS 4 ---,.__ "`- ;r C .. ASSEMBLY TO BE _ L J _ -702P_.-._ _ .__\4 \�. ` �\ 13-38 j REMOVED. \ \ j 1 i i� .v _._ T FI --- _..�a \. _ Lfg. ! Ex. CURB & � -EXIST N RE- ' _ ! / ^\ � -' �`� UTTER TO BE � x HYDRANT _ :706 ` ' ``. QQB�`' '- IS» RCP Q 1 / J - ---- -- - - TMP 056A2 -01-00-020B0 0 �� REMOVED ,ate / a J COUNTY OF-_ L E IAitLE- "7 ` <\ Y SCL LP 4. a �4 \ \ 1 C) 1/ - -- - - C7V'FINA1NCE A6MINIS'TRATION RM 149 ` ° 1 U i 401 McINTIRE ROJECT OUTFALLS INT !f U -�:FtARtQTT1-S'fT� 902 EX. STORM SEWEF.�i A"" a - � 4 .� DB 3239 PG 326 D*kOP ZO : RESI-DENTfAt--_...._...-_ _ _ _.- N THIS DOCATI INLETO�J �` 1 \ ` � cn USE: FUTUS SITE Cf CROZET LIBRARY X71 �.- -" �� \ JOB No. Y, GRAPHIC S C ALE �a SCALE 20 0 10 20 40 80 p� cr SHEET NO. IN FEET } - a f / i inch = 20 ft. s 4" NOTE: TMP 056A2-01-00-02000 TMP 056A2-01-00-071D ALL DIMENSIONED CURB RADII ARE FOR FACE OF CURB. DAMMANN, CHARLOTTE B & SARA ALEXANDER, MICHAEL B z C 705 INGESIDE LN 2. REPRESENTS 4 PARKING SPACES LEE FRIZZELL SCOTT R. COLLINSZ CHARLOTTESVILLE, VA 22901 3. ALL OUTDOOR HVAC EQUIPMENT SHALL BE 2958 BARRSDEN FARM DB 3697 PG 147 SCREENED ON THE ROOF. VISIBILITY OF ALL U No. 35791 CHARLOTTESVILLE, VA 22911 " \ ZONED: COMMERCIAL DS 4355 PG 10-15 MECHANICAL EQUIPMENT FROM THE ENTRANCE Ibji�l- DB 4046 PG 496 z TMP 05� ALEXANDER, L LCHAR or DB ZONED: CORRIDOR SHALL BE ELIMINATED. DB 833 PIS 003 tOXAL 'T, DB 324-92 l \ 4. TRASH DUMPSTER ENCLOSURE SHALL BE SCREENED, Lu ZONED: COMMERCIAL 5. CONTRACTOR SHALL VERIFY ALL TI E-IN ROAD 4Q !/�•�\\ ' CONNECTIONS TO ANY ROAD EXISTING OR UNDER //9\ CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR z —0 _j NOTIFYING THE ENGINEER OF ANY DISCREPANCIES 0_j OWER LEVEL PROPOSED CONCRETE RETAINING 0 PARKING WALL. SEE SHEET S-5 FOR HANDRAIL BETWEEN THE EXISTING ROADS AND/OR CURB AND Az TMP 056A2-01-00-07 0 GUTTER AND THE PROPOSED ROADS, CURB & rTIMANN DETAILS. STRUCTURAL DESIGN OF CHARLOTTE B L CONCRETE RETAINING WALL WAS GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TA'NING , ,;� % HANDRAIL _SIGN F LL WAS T PL r /17\ FRIZZELL PART OF BUILDING PERMIT PLANS 2958 BA RRSDEN AKV1 TO INSPECT CURB AND ROADWAY TIE-INS TO TMP 056A2-01-00-02 CHARLOTTESVILLE�, 2 9 EXISTING ROADS, PRIOR TO ANY CONCRETE OR x W LU ALEXANDER, MICHAEL DB'___1 v CO 2: 2: ---- v PAVEMENT BEING PLACED. UPPER LEVEL o'REAR �DB 4046 49!�� , :3 �: :s;- 705 INGESIDE LN 0 0 CHARLOTTESVILLE, VA 22901 PARKING SETBACK DB 83 c 6. ALL PLANTING STRIPS ALONG STREET SHALL BE A z u u -.5; U) 2 DB 4-92� J V) MINIMUM OF 6'WIDE & SIDEWALKS SHALL BE A 0 Lu p x Ln DB 1600 PG 191 PROPOS�ED� —CG-2 CL ZONED MMERC� L < LL- x ZONED: COMMERCIAL ASPHALT PAVING MINIMUM OF 5'WIDE. z 0 PROPOSED ASPHALT (TYP) • MEDICAL OFFICE v. ....... THE ENTRANCE INTO THE SITE & PRIVATE PARKING (A .......... (TYP.) 7. PAVING (TYP.) ZI LLI u ��� \ , ; 1 .: LOT SHALL BE IN COMPLIANCE WITH A VDOT z STANDARD CG z :5 0 ca \� s� / _ - / CL < < 8. KNOX BOX SHALL BE REQUIRED,, PLEASE CONTACT U) uj z ALBEMARLE COUNTY FIRE MARSHALL OFFICE DURING Z Z (D 2GRASS uj Q� _j :5 - TMP 056A2-01-00-02080 OVERHANG CONSTRUCTION TO DETERMINE THE LOCATION. 5 RAUCH, BETTY 30 L .......... < U) ... . ....... LL_ z STREET LIGHT TO ........ ....... c'MIN. uj uj 1 Lo U) 0 19 Lu < P.O. BOX ...... ......... 2 2'05 BE REMOVED ........ CROZET _ VA 0 2��9 2 aj > ...... cp/ Lu PROPOSED 5' 3 6 PROP ........... z Q ONC. SDWK ZONED:C CIAL ADJACENTTOTOPOF DB 38'9 PIS OMM 0 All �'\ \ USE: LAUNDRY MAT& RY CLEANERS RETAINING WALL. SEE \�J/ 0 ............ ...... SHEET S-5 FOR DETAILS 0 ....... ....... -a W) ----- ..... FRO ---------- ( (... ...... . Z-17 SED::F3 Lt3 ...... .... ................... .......... .... .... CONC STEP CG-6 ............. .2 ....... ...... ki TP) 4 7.Y`_,:::- ONC. EP� S REE HT c 'ST .. .... 0 yp. 0 EXTERIOR TAIRWEL OWER LI .......... 4 ........ ....... EXISTINGTEMPORA, -7 b. §T CONSTRUCTION ESMT. 0 UPPERLEVEL) ----- --- PROPOSED R/W ENTRANCE UPPERLEVE DB 4,186 PG. 629 ENTRANCE .......... LOWER LEVEL Cr) . ......... ENTRANCE PROPOSED 6' )ROPOSED 503NC -.4 PLANTIING STRIP TMP 056A2-01-00-0710 SDWK (MIN.) CROZET NEW TOWN ASSOCIATES, L UPPER LEVEL FFE 715.17 LC L9 —1 is C) -11. 11 .......... BARNES DRIVE 300 SECOND ST NE LOWER LEVEL FFE=700.50 CO16 708.5 UPPER LEVEL CHARLOTTESVILLE, VA 22902 .... ........ 139.06' PRIMARY ENTRANCE ENTRANCE DB 4568 PG 724 0 (2) ul LOWER LEVEL . ...... TO UPPER LEVEL & S26'04'44"W E PROPOSED ZONED: HEAVY INDUSTRIAL USE: LUMBERYARD CURRENTLY CONC STEPS .... .... CONC. SIDEWALK 6 PROPOSED5' 7 CONC. SDWK UNDER REVIEW FOR REZONING TIE INTO EX. SIDEWALK .... CONTRACTOR SHALL MILL & OVERLAY THE ENTRANCE & �_�WINGLIGHT _ PERFORM THE NECESSARY MODIFICATIONS TO ACHIEVE POST THE PROPER PROPOSED CROWN ALONG BARNES DRIVE & 0 4 0 v4- ji— .... LIBRARY AVENUE. ROADWAY MODIFICATIONS SHALL BE Q) 12 COMPLIANT WITH CURRENT VDOT STANDARDS & ID REGULATIONS. V) •Uj J ... ...... DOT STD. .. ..... .... -12C EXISTING VAR. CG ............ 44 WIDTH R[W (TYP.) ............ . ........ 2 J......... ... — ...... ....... co ................. ............. ............ .. .. . ............ vd ......... .......... — Ld ........ ... EXISTING IS' �R 1) co PLANTING STFRIP ............ (Typ) .... ...... Al . . . 1�1.....%%.... _ _ %,.*.%*.,.% __ I I �4* .......... . ,4 .... ..... ............ ................ --------- --------- ........... ................................ 4 .................... 01-00 2080 ........................... a- ............. U) z TMP 056A2- -0 COUNTY OF ALBEMARLE .......... LIST OF CHANGES PROPOSED ON THIS SITE PLAN AMENDMENT: ............. . . . ..... ..... . .............. S7 0 ........ ......... X-1 ...... .......... C/O FINANCE ADMINISTRATION RM 149 ...... ........ ... ...... ... I: UPDATED BUILDING FOOTPRINT - APPROVED W/ LOR #-1 401 McINTIRE RD ....... , _.. . . SR A, ..... Lh 7. .... ..... .. .......... Lu A VP ...... CHARLOTTESVILLE, VA 22902 NTRACTOR SHALL MILL & 4 .... 2 UPDATED LOCATION OF HANDICAP PARKING LANDSCAPING DB 3239 PG 326 A IBRAR UE TO THE CENTERLINE OF THE' ........ ZONED: RESIDENTIAL .'P AND -1c .... ROAD HER ING IS REPLACED, PLANTING ISLANDS, AND ADDITIONAL PARKING SPACES. USE: FUTURE SITE OF CROZET LIBRARY NA ........ ROVID ADDITI I I ATIONS IF DUMPSTER ENCLOSURE UPDATED FOR PARKING LOT CHANGES AND ECESSA Y. ROA WAY M TIONS 44 SH LL BE C PLIA WITH RREN 4 RELOCATED CLOSER TO THE ENTRANCE OF THE PARKING LOT. STAN RDS & EGULA IONS. STOP SIGN w/ v j 4'MIN. RELOCATED STAIRCASE TO LOWER LEVEL F1J7-(jpe 0 4 UTILITY STRIP Wor%p ROAD S�gj OSED A z STREET LIGHT TO BE REMOVED Op �_���� a EXTEND EXISTING STORM PLAI uj %woo; MODIFICATION TO SIDEWALKS AND OUTSIDE PATIO AREA F— EX. PEDESTRIAN SIDE ALK SEWER STUB PIPE TO THE END PORCH & STAIRCASE TO SIDEWALK ADDED TO THE PLAN RECONFIGURED W/ PROPOSED OF THE ROAD CONSTRUCTION :D z SIDEWALK & VDOT STD. CG-12C. U) Li 8 RELOCATED BICYCLE RACK Li A CG-12C SHALL HAVE MIN. 4' z: 9 MODIFICATION TO LOWER LEVEL PARKING SPACES AVERSABLE SPACE BEHIND Lij wCURBRAMP. V) uj z 10 RELOCATED DROP INLET & FILTERRA UNIT 0 1:1 UPDATED THE PROPOSED WATER METERS TO SERVE THE BUILDING u) 0 2 UPDATED LANDSCAPING PLAN WITH BUILDING, SIDEWALK, & PATIO MODIFICATIONS 0 Lu 13 UPDATED WALL DETAIL cc uj 0 14 HANDICAP PARKING DIMENSIONS & DETAIL UPDATED PER NEW LAYOUT 0 < X a) 5 LOCATION OF SITE LIGHTING UPDATED FOR CHANGES TO THE SITE Q) BUMPER BLOCKS HAVE BEEN ADDED TO THE PARKING LOT & SIDEWALKS C) ADJUSTED TO MAINTAIN 5' MINIMUM Lu ru E Lu -7 THE RETAINING WALL HAS BEEN CHANGED TO A CONCRETE RETAINING WALL. A 0 En -0 THE SITE PARKING LOT HAS BEEN UPDATED FOR THIS MODIFICATION.% JOB NO. 0 UPDATED SITE AREA CALCULATIONS, PARKING CALCULATIONS, AND 112055, 0 A GRAPHIC SCALE co PROPOSED USES FOR THE BUILDING.SCALE 20 0 10 20 40 so 1 9 UPDATED SITE NOTES 11=20' o REVISED GRADING PER MODIFICATIONS TO THE BUILDINGS,PATIOS & IN FEET SHEET NO. -a SIDEWALKS it) I inch = 20 ft. S-1 ca I\ LIST CSF I-IANGES PROPOSED ON THIS SITE PLAN AMENDMENT: \ / p04, ,� �` S4js gNpq UPDATED BUILDING FOOTPRINT - APPROVED W/ LOR #s f / NgRtosQ6V S�ttcA2r``I oq�� 45 4P \ UPDATED LOCATION OF HANDICAP PARKING REMOVED LANDSCAPING `� c�- o �► PLANTING ISLANDS, AND ADDITIONAL PARKING SPACES. \ f S \ DUMPSTER ENCLOSURE UPDATED FOR PARKING LOT CHANGES AND4gf / RELOCATED CLOSER TO THE ENTRANCE OF THE PARKING LOT. / Az 4 RELOCATED STAIRCASE TO LOWER LEVEL o o o` A4 \. yy ©�� �,�/ ®qw TMP 056A2-0�-,� 071D / \ \ H SMER LAND TRUST; S STREET LIGHT TO BE REMOVED �., \ STEPHEN L THARP TRUSTEE f \� P.®, X 2681 / 5 MODIFICATION TO SIDEWALKS AND OUTSIDE PATIO AREA \\' CHARLO VILLE, VA 22902" ZL PORCH & STAIRCASE TO SIDEWALK ADDED TO THE PLAN ZO1YE : / DB 1COMMERCIAL PG 545 / TMP 056A2-01-00-021 `III 0�,� SCOTT R. COLLINS C) No. 35701 ,'ll c OiVAL Ei L L s y / r r RELOCATED BICYCLE RACK EMNPEA LLC �" \ MODIFICATION TO LOWER LEVEL PARKING SPACES 7751 GLENTIVAR LN j / r� \/ ¢ (n ul GREENWOOD, VA 22943 \� S GY z soRELOCATED DS 3572 PG 674P INLET & FILTERRA UNIT / \ /- .•� ; i - /I / ZONED: COMMERCIAL z 11 UPDATED THE PROPOSED WATER METERS TO SERVE THE BUILDING / SE: OFFICES /"" 12 UPDATED LANDSCAPING PLAN WITH BUILDING, SIDEWALK, & PATIO `'' / -,�4 f \� f f . o U. U. LLJ MODIFICATIONS / \�� f% rr u ,,; uj w, u ce � (r) 13 UPDATED WALL DETAILUi < <e � C) a r� HANDICAP PARKING DIMENSIONS &DETAIL UPDATED PER NEW LAYOUT :l - ./ r o 0 / TMP 056A2-01-00-02000 �( jg / / �� f'1-4-- z �S LOCATION OF SITE LIGHTING UPDATED FOR CHANGES TO THE SITE / ALEXANDER MICHAEL B !\ I % "� ce � TMP 056A2 -01-00-071D � / /� / 705 INGESIDE LN ��� -14 6 BUMPER BLOCKS HAVE BEEN ADDED TO THE PARKING LOT & SIDEWALKS CHARLOTTESVILLE, VA 22901 DAMMANN, CHARLOTTE B &SARA j1CC° DB 3697 PG 147 / / LEE FRIZZELL /'��'��, r ` j` \ rl � ti �' j a \ i ADJUSTED TO MAINTAIN' MINIMUM l / �� \ ZONED: COMMERCIAL % / 2958 �RRSDEN FARM /1}, ',r ,� / j uj uj U _ f CHARLOTTESVILLE, VA 22911] / z 2! THE RETAINING WALL HAS BEEN CHANGED TO A CONCRETE RETAINING WALL. / / �' DB 4355 PG 10-15y�~ // �f' \ DB 4046 PG 496 THE SITE PARKING LOT HAS BEEN UPDATED FOR THIS MODIFICATION. J� DB 833 PG 003 8 UPDATED SITE AREA CALCULATIONS, PARKING CALCULATIONS, AND �' Q / DB 324-92 ZONED: COMMERCIAL 4� PROPOSED USES FOR THE BUILDING. ~ \• MP 056A2-01-00-07' �` •DAilfl}'�ANN, CHARLOTTE B & S, RA- ag UPDATED SITE NOTES �Q / \! fi FRIZZELL- �+/ PROPOSED VARIABLE WIDTH / G.. / 2958 BARRSDEN M l ` v 20 REVISED GRADING PER MODIFICATIONS TO THE BUILDINGS, PATIOS & �� ! UTILITY ESMT. TO REPLACE CHARLOTTESVILLE U 22 �1 � UTILITY ESMT, BEING VACATED i i� 7,/ -� DB 4355 PG � 15 \ ,-� SIDEWALKS EXISTING TEMPORARY / r`. rr ; DB 4046 Pok > TMP 056A2-01-00-fl2 \ CONSTRUCTION EASEMENT. /r/' 136 833 1103 ALEXANDER, MICHAEL B \ _ DB, 4186, PG. 629 DS 3 92 i / \ 705 INGESIDE LN ti s CHARLOTTESVILLE, VA 22901 ry�J��tV \ \ EXISTING 15° UTILITY ESMT, ZONED: ME TAIL (DB 4066, PG. 2 6) I /! / DB 1600 PG 191 (� ::\ \ 5 r ZONED: COMMERCIAL �. V . " : CENTERED ON P{LTO REPE �,f r \ �:` �+++ :: ::..... ; \ UTILITY ESMT. BEING VAC ICED : MEDICAL OFFICE \ �\ I O� / PROPOSED COMPLETE ,r �' C39 / .v3...:...:...: .:....:'..:: o / . ! `` f ` �✓ Q` �/ FIRE HYDRANT J� ®� \ f' Lu ASSEMBLY W/ 8"x6"TEE / �:`. ........................ . \ & 6" VALVE :..atecyi / . . \I �'�. `4 / / \.': .-:..-.• ..:.':. ,:r,� r� 1. a it ... .... .................. .... .. ... __ ............... .. ......... .... ....... ..... ......... ...... .. :: __, - \� �•\. � �. EX. UTILITY ES r: TM 056A2-01-00-02 DB 4s86, PG \°uj UCH, BETTY 30 L t ........... :.:':•:•:•:•::. ::::'::::: ::::::::•:•:•---- - -------- -:.-: -::.':-:.-:':':.': .:::::: P.O. BOX 205 1 .. \ y \ 1 1. r -- ...................... :::::'::::: .::'::•:::.... :":: \ :::::...... :::::::::::: :::::::::: ... r' 8" VALVE \ CROZET, VA 22932 / .......................a............._.......................... Jr �/ _.......0! m .....................................-.................. r �` / /-_:.'.•::_-_:•.•..- •.�.�:.:•::.•.�:.•.�.•.•.•.-,....................................................................................................... .,-.f>. ° AND CAP DB 3839 PG 632 ............... TIN :. LOCATION OF EXIS IG ZONED. COMMERCIAL �;vI�' \. it .. -.�.., '.: \ ... .. .... .... ..\V ° V VC SANITARY LAU Y MAT &DRY CL NERS �..:.'.::.:.::.. ':..'....::...:.:.....:::•.•.-.....::...':....:.................................... 1� 1 EP,: 1 +50 0 SEWER ER TYP. xa. �r m r _ J 99C apo; 2 ...................... . ATI F p �p p PR X, LOC I O / _.. .. ............uj ---------- _. - d ° - / EXISTING GATE LVE / i _ _ _ '4 ' .... ...... .. .... .. ... .... ........... ... ... 1 AyLu/------------- t a - a dd P 0 l 7 d > {� d' - CATIO OF " _ r Y -�.•` :.'_':.•::.�.-. �.�.� .-.-.-..'.'...-.. ice" S/L LA ERAL / 6" LATERAL CONNECTION <'4 . PROPOSEDt�ni ° %� CONN ON T LEA -OUTS /' :::: oQ... �. 4. / PROPOSED so UTILITY ESMT. %I FOR RESIDENTIAL & : , : � ... Q - POLY -WRAPPED CL 4 ° ,``�-� BUILDI 4.. ..... :".:,X.. q.'0: TO REPLACE EXISTING UTILITY o `'--.�.� �..- �..� OMMERCiALAREAS p,ep .............;;;: �. ESMT. BEING VACATED ,z D.I. S/L W \� -_ ,.� COMMERCIAL WATERLINE CONNECTION: p gp C / - 4 PROPOSED GREASE TRAP t z" COPPER DOMESTIC SERVICE LINE AND SANITARY SEWER 1-1/2" METER & VAULT :.:...... R- TMP 056A2-01-00-0710 1--� TIE O E ISTING S/L PROPOSED SANITAR 4, f LATERAL FOR RESTAURANT d a ;';;�.•.'..'•'.;'- CROZET NEW TOWN ASSOCIATES LLC A GHOUSE SEWER SHALL REMAIN :N ��``` -� _ RESIDENTIAL WATERLINE 300 SECOND STREET NE1 , �`��~ `\ 6" '" ° '`.,� ea `: / EXISTING TEMPORARY CHARLOTTESVILLE VA 22902 �� MA CONNECTION WVITHIN PUBLIC R/W W : , ,. CONNECTION: z COPPER "' "' SC 4o PVC 4- Q - ' ::::::::::: ':::::::::: d CONSTRUCTION EASEMENT �----..- � - '' - a 4 .k ..� : DOMESTIC SERVICE LINE W/ 2" �� . d� DB 4568 PG 724 Iz 11 +00 ti LATER�KL P = DB, 4186, PG 629 ZONED: HEAVY INDUSTRIAL COR.. STOP & Z METER USE: LUMBER YARD CURRENTLY a 00 �``-�"`�; - •A PROPOSED 8" ' o ``� 4"•�„� °. _mil UNDER REVIEW FOR REZONING ui W (POLY -WRAPPED . .<\_ PROPOSED 4 '~ APPROX. L CA�10 �` ~ W - �- .a CL. 52 D.I. W/L = #. FIRE LINE :.:.:': :•:. XI -STI NG GATE VALVES ` - ° .. ..,,, d MH -2 PRtOPOSED 8 TEE, REDUCED TO 4it DIP WITH c �M1¢y -... • It's' 4 - . ul 7.7-1-] l EX. FIRE 7 2+00 "- -` . ' 4" �.V. REDUCED TO 2" COPPER SERVICE LINE � Al c HYDRAN APPROXIMATE LOCAON.." - , . �. 11 %4:z7w_v OF EXISTING 8° - `' oppafl .:::::::::::: .::::: ' : ' - PROPOSED 8"X22" SADDLE 4, 1� W .":':'':':'.':.... . . op WITH z" CORP STOP L OLY-WRAPPED D.I. W/L `' ,.�-- < ................ a <t t � °.EXI STING B:O. VALifE: T.Q BE REMOVED & � C� ..... .......... .. '-•- ::•::pit::::' -�•-•:::•:.: .- ... �, ' . ................................................. ..... :: " : _ ,CCINTRCTOR SHALL EXTE- THE ................... . 4...........::......:::.:. _ .................. ........ .......... ;< ' ' ~� -_..'` EX. M��.RLI iE; AS.NEESSARrY, BEYOND THEU) SEWER(TYP.) LOCATION:f::: =:::: _._.o ......................... .... CURB;h`t°TERFUIRJRECONiECTIC�N. zz ``- PROPOSED F.D �":•:-Su:-:. :::::x: .::. .. . = <•� .° ARCH. PLAN::FdR' ::::'::':::::: _ _ _ TMP 056A2-01-00-0206.0 `'` �.. , .4 ...... ................� ................... DETAILS COUNTY OF ALBEMARLE TfE : E :I.I TS ......:::::................... �.....................-- �� '-- ° :::EXI51°I{,IG:'�!V L'icu-AN:::::::'::':: ::' ::::::'::::':':::.:':::::.:.,:: _....: 14+00 PROPrOSED 8" PLUG w/ r\ ,:- ° -' . - ......... . __. C/O FINANCE ADMINISTRATION RM 149 r ............ . - -�_ fls CONC. THRUST BLOCK >\ - - -_ " 401 McINTIRE RD -� ' d 4 ti, VA 22 2 4 _.•_.''-_.a 1 6 ' CHARLOTTESVILLE, 90 =\ �-_ _ _ _ Y i DB 3239 PG 326 a ... PROPOSED 8" 4 -mil 1� ' - �- _- `� , . F, 4 ZONED: RESIDENTIAL �' ' . : a <: POLY -WRAPPED CL, ` -. " _- __�- -- ,. ._.� c� USE: FUTURE SITE OF CROZET LIBRARY ��a k..9. Q, ,'q _ 1' �� :' 52 D.I. W/L - '-- =�, \ - F(i 0 9 50 � _ jog No. GRAPHIC SCALE — i1VOTPPOPO ROAD _ 112055 `-- SR "__ ti. EXTEND EXISTING STORM_` ' $FTOFp(,,��S} THIS � ,,_ SCALE 20 0 10 20 40 80 SEWER STUB PIPE TO THE END 8" VALVE SHALL REMAIN CLOSED & OF THE ROAD CONSTRUCTION --«. , M 1 =20 PROPOSED WATERLINE IN LIBRARY ( IN FEET) AVENUE SHALL REMAIN DRY UNTIL �l 1 inch - 20 ft. FUTURE DEVELOPMENTS TAP, TEST& SHEET NO. INSPECT THE WATERLINE. r .'- -: :-:ti - :p � \ \ \ \ / �' �: ; I ;T, J� %f LIST OF CHANGES PROPOSED ON THIS SITE PLAN AMENDMENT: GRADING NOTES: �AR1V�S DRIVE \END c - ��'' E ASTERN---_____ , X t` �. _ / _ l.1 URE'i i / a 1.ALL STORM SEWER DRAINAGE EASEMENTS OUTSIDE OF PROPOSED VDOT R/W SHALL BE PRIVATE 1 . - - . - ` ` �_ `\ \ COSS SE; TI JN // -'- (s-UTL - r / UPDATED BUILDING FOOTPRINT -APPROVED W/ LOR #� 7'; 92E% I EASEMENTS. �' ALF' �,,,� , \ TR Si if �(FUTURE) . jI511 -;-- L - � �� 11-C�TURE� / � UPDATED LOCATION OF HANDICAP PARKING REMOVED LANDSCAPING � �� . - - \ \ \ jl r _�_._�� _ \ r 2. ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL HAVE A LOW MAINTENANCE GROUND COVER FOR C> ` ..... - ... . - . ' i - \ / " 1 J r PLANTING ISLANDS AND ADDITIONAL PARKING SPACES. / STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE PLANTED WITH A GRASS COVER FOR' ... / I \ SCOTT R. COLLINS� �' \ \ t 715 G L `},-? STABILIZATION &SHALL BE CHOSEN FROM THE GROUND COVERS IN TABLE 3, 7C OF THE VESCH. o 3 U No. 35791 ,� / ij 3. ALL RETAINING WALLS GREATER THAN 30" IN HEIGHT SHALL HAVE A GUARD OR HANDRAIL IN ," - , .1. f j /, ;, / DUMPSTER ENCLOSURE UPDATED FOR PARKING LOT CHANGES AND / A RD a' ... ... ::: o CCO ANCE WIT ``'\':~ /\ \ ' % RELOCATED CLOSER TO THE ENTRANCE OF THE PARKING LOT. H CURRENT STATE REGULATIONS & BUILDING CODES, 1 orb w \ .,. 1 \ mfr' /'� 1 1 / cryo ri, CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE BUILDING AT ALL TIMES, THIS ���s�� z / , , �,�` 4 RELOCATED STAIRCASE TO LOWER LEVEL `•' v , � IoNAL �� ly j71 E v 4 INCLUDES SENDING DRAINAGE AWAY FROM THE RETAINING WALL TOWARDS THE ALLEY, LL , . ",,. v �,� {F UT Lrj . , STREET LIGHT TO BE REMOVED '" ��S ��h�,�� "' ®� c>a� \ cp L4 _ .... .. // Q EP: 1 V+5 .00 # i , ; 6 MODIFICATION TO SIDEWALKS AND OUTSIDE PATIO AREAa`���'� W. 4���- / / cf - - �� 1+ P SIDEWALK ADDED TO THE PLAN � Q � `v 40 (y - ..... 1 5l 715. 6T C PORCH & STAIRCASE TO S - t� / \ c l / 715'53E/P' v� c, o �ti e \ `�1 CLL �� . gs 0 ' ' - - - - - - - - - . ' . . ' ' a . °-. ::` ! /`.:;: j. � �` 8� RELOCATED BICYCLE RACK ! - ©�' o v ,y k, �o \ _4% AQ7 ,12 . . .. . ....... . ....... . . ...... t / _ MODIFICATION TO LOWER LEVEL PARKING SPACES O,y 02� / t ,,a // �, c - : a.,, . 9 P 5 A2 -0 -00-071D t - / 71' 10 RELOCATED DROP INLET & FILTERRA UNIT .�Q �� sir/ SMER LAN TRUST; �\ :'��. �/ g I p -a tw • . - - - - - - - - - - - - - - - , . _ ;' O O Op 14- / ST' STEE / \ . .. . . . ... . .... ..... , , , ................EN'D ,MJF '36,25.-- ----- . /: p ppa , , .... .. , .. 715 E`P EPl-IEN L T RRP TRU rr. rr : m } . . `I / � Sid z C/i 4 °p�p° p p 11 UPDATED THE PROPOSED WATER METERS TO SERVE THE BUILDING P.O. OX 26$1 7 / WESTERN.CROSS-........ e 0-0 - ... ... r ...... . ............cr . . ..... . .......... _ ...... 7114. - C L ... .. I ...... .. CHWRLOTT MLLE, VA 22902 "I u u - _ • . . ..... . .... . ..... . . • _ - - - _ - , SECTION .TRA,t Si TION - / . - - ' • � � .. , - ... , — . 22 UPDATED LANDSCAPING PLAN WITH BUILDING SIDEWALK & PATIO \ DB i35 PG 545 t t z � �' � /�... ::..:. © ' ' '� \ ZONE :COMMERCIAL / J / ��-, r� a .,,,,,... .................I— — ............-.... ,,...-•.�....... �.. 715. 1T.. .......................................... . .......... /....A MODIFICATIONS `� >� / / / \/` a_ �- 714.52 P t /. / / \ c� ....... ......... ....,,,,...1 ..................... /4 71 .18E P �\� ,...•.............. ..-...pig,,.,. 13 UPDATED WALL DETAIL / %:/1i` r can < � / !' 0' , o. . -- -- ... .....-..--- --- . . ,,/ n ,.. _.71`4.:41 :_.�- /r. _ :-...._... ....... .. ..... d ° 14 HANDICAP PARKING DIMENSIONS & DETAIL UPDATED PER NEW LAYOUT / � � � � \ J j ,i,: 0 � � ,� � s .---.....-. -...0 CL ......-....-,.-.- -..- - j 715. 2T C / / / \ /\I //;, E; w a 3 I ............. .............................% ....'�... 11 LOCATION OF SITE LIGHTING UPDATED FOR CHANGES TO THE SITEIt z -- .. . -. .-......- 1 j�\ / y l........\. 714 99E/P / / J"� \ 1 ��\ / r I r Cl 9 4!i c /11 1 BUMPER BLOCKS HAVE BEEN ADDED TO THE PARKING LOT & SIDEWALKS ttI <s a. a. / ../ . 8g. - v,I/ / 714:1 OE P........... ti.. \ / >z ud ua / / ADJUSTED TO MAINTAIN MINIMUM /: ,.,,. I..,,\.I� `'.. _ I/ -/ .,... .. 714.7 C L .,� \ \ f r/ IJ, a., ,-� s 5 Q" / > /' cn . . . :�X �Q \ . - - - - - - -��; . 17 THE RETAINING WALL HAAS BEEN CHANGED TO A CONCRETE RETAINING WALL. 'T Z/ ��/ j,``LLJ farm 1-4 c o,,. / : .......... ......714.6 C L �l J / ° ° nc cG L a �, J :/. _ ... g4.� d / THE SITE PARKING LOT HAS BEEN UPDATED FOR THIS MODIFICATION. 1,,�'IV TMP 055A2 -01-00-0711D \/` ;�/� I /� f _ \- ,' a `' / O 71 .14T 18 UPDATED SITE AREA CALCULATIONS, PARKING CALCULATIONS AND '.Q 44C' - \ DAMMANN, CHARLOTTE B & SARA\L / / " // f tt "I c 2 / Q LEE FRIZZELL >,&__'<_,_,�� r- / . z 11- �c��� 7'1 I , 38.' C / 7 4.81 E/ - Q. �` ,�@` ' \ / /' �' /1, / ^. s `� a. / p�9p PROPOSED USES FOR THIE BUILDING. 2958 BARRSDEN FARMI \ \ � i - ,.:yx,. Qpop , . 10 ...... . . . ..... .. / / CHARLOTTESVILLE, VA 22!911 �' % / c / pop,:.. / 714 5T C // / \ S l o \ - ^� Q A,, .. 1g UPDATED SITE NOTES DB 4355 PG 10-15 4 /,' ......-..g 71 .62E \ / !� z / / / DB 4046 PG 496 / ~ < // /Y z a 0 REVISED GRADING PER MODIFICATIONS TO THE BUILDINGS PATIOS & \ V , / / ,3. ... • . 71.4.17. ' C DB 833 PG 003 1'` /` ;` :/ % ' c `- _. a e 9 .. / DB 324-92 ;, y ; '� �, ;.,, i c SIDEWALKS / // / ko 114 - / ... .. v� ZONED: COMMERCIAL / J r J ,. ..r ,°-i `jo 3r U_ 4 / .� j I/ � r c . ,.p3 . 714 8OT � \ \ c3 c 71 / g /.. "........ / 7� 3.72T C 714.011 ' C L -' / ;' . / ` , /-,., ;` c 3�- - _� � \ 2-0 REV D,GRA NG ER XTMP 056A2-01-00-07,.Ao ,r 3. E/ �'' 93g.. .. .... v �. `� /MMANCHARL®TTE B f A �LEFi c .. o. . , , . 1 / \,/r MODIFI "'LTi 1} - a / - . ' - - - - - , / tXANDER, 056A2-01-00-020A0 t FRIZZELL / 714 OTC ._ THE B ILDING / 1 1 /'� 713:. .2:.0 .L•. :`3Q.1 .. - / MICHAEL B ' /I4. /// 2958 BARRSDE A/ RM/`, / 71 .,57E / \ PATI S & SIDEV�ALKS I/ I/i CHARLOTTESVILLE;/1VA 22913 / c a / . . . - . ,.. 0 705 INGESIDE LN 1 _ / 0�: T/w EXISTING TEMPORARY ,.�. r / / , I / v CH 0 MLLE, VA 22901 708.36 w ; : DB 4355 Pd- // � y - 713. 8T 'C a 5 ' ' ' ' ' ' ' ' ' ' ' ' ' ' / CONSTRUCTI N EASEMENT ` /11 j "t �9 ...... B 1 191 1b T/w i \. 7 '• DB 4046 RP 496/ " ;,j 713. 5 /P o - 6 PROPOSED LIMITS OF DB. 1 PG. fie / / \ 08.3 1�/`w 4 r 9 �! r /t' DB $3lr�)G 00 T a > ZON�: COMMER WIDTH OF RETAINING � Lu I,-- •v / I '� - 714 68T C / USE: ME'O�ICAL OFFICE 2.0 ' / DB 4-92 % - 713,67T C d° / ;MALL �TYP.) ZONED \ - 08 41 B� PROPOSED CO CRETE WALL FACE®W H / / M L ED° M RCIA .... - 71 .35E \ 7 .5 \ 'fit , r` c 713.34E/P / " \ / STONE, REDI-R K RETAINING WA1LL OR 1 // t - I I/ PROPOS CONCRETE BALL FACED WITH STON - oa.45 �/w \ 1 r' / / f / 1 cys ,_ / s `'� 71 .8$ L EQUIVALENT !14/ TH A RAILING. SEES EET / f a t \ \ , , .. - +� " . /, / / REDI-ROCK R AIMING Aw L QR EQt 1VALIENT W/ A ::':::::::• : \ S-4 FOR ADDIITIONAL DETAILS. WALL / : Q �� %� / � � .. .,-,..-. 'll \_, 713.66T C /` ,' � __.' 4 d / RAILING AM NT T1HE TOP. SEE APPROVED j ELEVATIONS SFI WN REFLECT E OSED t/ / , 1` \ " �\ 713.33E P 89. � ... 714 OT C ! SHEETS S-4 & S-5 DUAILS. RETAINING WAL 1' � ` ._ / v o .... ...... a _ / / :---:- - : _ FINISHE�b GiRADES & DO NOT REPRESENT a /' / ;f � 3 \ / �- .. 71 :37E/ / QR & MATERI RILL MATCH THE EXIST -- - 4'`y` UNDATIOO ,11LOCKS OR ELE ATIIONS. / / \ %' /4 1 - / .,.. / LIBRAR NUE TAI G WALL. MAX. EXP, D / uj U / / m: - ,, 713.6OT C / . 0 . A OTT�CEED=�.3' 1.5:.:.m .__ - \ \ /, /' f// 1 . ,i y -`.. 13:9©.'C .. / , oa.. ...:.. 1s::.:- :::.::.... \ > \ o ! / / .; ; E I (I > ` -- .� _' Q . - • , . 7-1.4 C �{ .:>.: \ , .» / ' r ... ........ 7 /P �:� \� w c) Lj % % ... ... ....... ....-... / `, .... , i J PROPOSED CONCRETE WAL .....::. :::::�-1.5:55 -Izz5� t- / ....,,..... / z •.: :/ d a LLj d ° C.. T - I :•:.: .::.•...•,'.:...:. .:.•:..v ..................,- , :::• •:•:•:•::• ..•,•.:..:...:. \ r f �.�; k -ti � v ``- ' 2 - 713.95 WITM S ONE REDI ROCK R AIN - . q , : .:..... 79'5:70'. TC .:...:.:.:.-:. :.. :. :..:..:... ': , ~- \ %/ Q O l / - --. . : , /.... .--.,,. /- 715.14T C , .f-:: .:'... .s. r J_ v - ALL OR S ALL E ://'%..%%':-- '-'-'----'.:-71.5;20::'�p:.:,_,_,:...::.:::,,:':.•.:.:•::.::..::::::.::::.:::::.::::::.::.:: \:';, �� @;'� �. I a.. 714.81E P :.: / . : -'- 71.5:2-9'' TC,•,•::::..::........ .............:.:::. ..... :,.;:. % , Q 2: a - d • . ` - - ....... / SONE BACKFILL w/ IPE DRATX \/ / ............ . - , .. , , ... - , / / T I ATED 5t31L .-:.::.. :./::. .:714,'9.6.'.�F'..:-.-:.•.:•:....'...........:•......•..:::.::..:•:.-::...:::.::::...:::::.. I / / > a `� Q.6. .......... IPE TO DRAIN SA U !.......................................... s 1 - I I-�. / 'Q. / I . v ..'::..- : ''.:.' r ............ � Z � } ; i aa� a-11 \ ::1-7 /. - a ` v .f p a A D p . ........ ........ ........:... r1 + 510 p 4 z ... .. , - .. / .. poo Cj 70 .37 EX • ' y /.... Z ...... a,t.. \ +� tip 11i3 / I c o o v - 7' 4 P.. .� . '�: i' ,.� e ..... / o - o F .......... / /� d W .. f 1 5 mommm c ... 71'6. .0 - � ~ Q ......-.. . :5 f o 15. 8E/P _ f __._ 702.58 EX / :..: . . ........... . 1' ^;` ", ::: .. :. .:`* °°° �J i s w . , , . . . . e. . :. ......77 *..... . 714. �5' C I_ / - ._. t \ -........ 1-...... . uj 15 ............................. ' 1. . . . n 704. . ..00 :. \ ::.:.::: .::::: ::::: ::::::: ::::::•:::•.•:: .::::::::::::::: :' ..... . _ _ 4• . . .. . ::C%G.-. :-:::7.1-4-.25:-:T .0:-:-::- / r� 7 x'14::81- ... --__L9 0 , - :. i :.i::• a .. . /: ... .fin'.. s 1, �'�. .. . .. 1 71 .9 / / ........... 73.4: 7 .E/P.. 7. 9 . E. F, .... I. -/ : - \'.•-':.• A - I 3 7.1.E . P . . t ...... _ _. _ 4 ..,__._../............... .....-. -,.. -.,-.. f �(a�. a :�4:='`_-•.�:._- I: 1 a. -_:- . . ............... - / : _Z ,e. ......:.. - _ 715.5 T N 7 Z f .9.7..E : :::::.::::':':-:: ''':::,... :::.•:•:•.•:•:•::-.-::::.::::.::.: ::.•.• •.•:..•.:: d 1 z 14.06 .0 .L �.........-.j uj __ g.. /._ �/ _ 0 / ~. - ...-..../ .. -~� d / zi - - / / y I :': \. PROPOSED 4x6 FILTERRA INL ; -10 , / c ~.. , 715.13 n ::....... 1 J - ©•p , ....................,-.-,.,.......,..,-,....-.....-' ....-....- _..____ �._._ `-` / o PROPOSED6 ::..o......-...:::: NARROW CONFIGURATION w 4 S 35 PV 4 _ _ o 9 ...,. '. _ 3 ................................'j ................. YARD/ROOF DRAIN LINE : PIPE. CONTRIBUTING D.A.-0.19ac. Cw=0.9 j a .............. - �, i.�.....716.,44E/P -.>.. -10 / _ t 717.47E P o. /............... / - • = 4 30; UPPER F 713 97; DE ....................... c7 ` �, _ _ UPPER TC 71 L �. - / OF BOX -4'-2" 4" PVC INV. OUT-710.5'-uj jQk a �` UPPER LEVEL FFE=7z5.�7 PRIVATE DRNG.-' '- - . - a PIPE SLOPED TO DRAIN TO STR, 1 > `- ESMT, �-! - o w LbWER LEVE"FFE=7o8.5o & 700.50 I / 4' / . 4 .. 4`, 714.97 - i - Q ,\ £ l '��11 /```� o� p Q � 1 \ PROPOSED FILTERRA INLET ' V_ ,� Z 1i . \� �` \ \ 715.00 /, `71 .17 n ': . I " / TO PROVIDE WATER NOTE: TIE IN ALL REAR ROOF '- 7os \ :::= ::::: -: / QUALITY TREATMENT TMP 0 -01-00-0710 °j I a s .. 4 = -3 l `�� Q DRAINS TO PROPOSED I �� z I-,---,�,,,, /' /I°/ 4 4•' `` \ �' / CROZET NEN ASSOCIATES LLC a , !� \�� - ::�;,__ Q 4 ��� \ YAC."D/ROOF DRAIN LINES / :4 5.. s / r LL / - 4.. \ \ ,�,. ... i OQECOND STREET ST, NE -- -_..___ / W - - ~ \ � _ ......... / AR OTTESVILLE, VA 22932 � _.. z !\ ,s0. --� \ .... :: DB 456$ PG 724 I.1..I '_�� I / e , / `- :� _ ` �= ~. EX 708. , - / u- / \ ° . f ``\A / ' b :� . / ZONED: HEAVY INDUSTRIAL - z I1. :.............. a /Y _ _ If' n s USE. LUMBER YARD CURRENTLY / -� ` s� - v �v [y Q ' 4 a,: d \� _ � / -..- UNDER REVIEW FOR REZONING g�rrrs / / .,. J co u c o'�_ \ / / rCi�J�-'"_""'... .--,.__ I 4' . , °g ,.�?: � ,�-_ ��Y1�, �1�� � �. / w 1 - q � ....._e -✓�. � _ n _. t-•.'• " \\ // 2r -� • -\ - . ,. a;:. ', ... _:j:::•::•::._:::: CONTRACTOR SHALL ILL & OVERLAY THE -2: L `aL �\___ o I _ -, •, - , . a..¢ / ENTRANCE & PERFORM THE NECESSARY c a .! :IF /� -- /��~ ry - - 4 ' n �S,T ~� MODIFICATIONS TO `GRIEVE THE PROPER c \\ ° a a ��'`�'�..�_ � PROPOSED CROWN ALONG ROAD. ROADWAY > ..... / a �` :_ A EX 710.00 C W. :_•.•.. �- _ - ..... :...: ,:•::::::::.... U,. _.. - / _ - - _ _ p," -, �� i`^�'1 #% EX 709.67E P �."-\ 'F / :_::..:'. : :.. :... :::. a : n. Q- v \ / I _- --69 6 -- -- _ ___ \ CI Lb / ..................... w.....:......:.....,. ".... .:::..:.::•:•:•::: :..::::::::•:•:: �1CATIONS SH L BE COMPLIANT WITH _ \ f / % r - _ 1"`'�- 4 d -d . LII' R ::::::.::::.::::::::::::.::: :: e ' _ l p,RRENT �/C t?T:STA ARDS ®ULATIONS. C \ %('�� 4 4 �+ " 11_... I I . '.. � . . / - - - .V' - �� .... n i\y _..._ 'tea - , I ____ (D 1-' a / \ r-- _. -- - 698-- -------_- _--___ _'__ _. -_ --___ ____ _ ,__.__� .._`- , } ..�._-.,:..... {J:::CL j:. - _ _ 1. _ _ __ - ' _ ___ - - - '�7-7�__ 0 ._. - - . I ,�'. _ \ 4 1 -� '' 11" . / / / I F- - 700 --- _ ��.....,.:.:..:... ° :'... _ �. raw r-- P , . v ... .. ... ... I1 "..k ~�` d Y _ _-- 702uj - TMP SA2-D1-04-420B8 - `� �4 4 \` -a :... - I .:::::::.:.. -- ..:::::•::: _ -, _ :. _ .. _' a {� A ..... _ I �. ._ �/ u�}j� _ 4_'�:`.: 1. .....- ... .... .......... ... ....... .... ....-...-.. ...... .... 6i- 1- / C/0 FIN_ANCEADMIN19RATIION RM -149- .._.-,___ _._._ -- 70 1- '„v \-- -: _ a ..............._ - .........: 2 ul z W. o :. ::..:::::............. .::.: _:.,:.-.::... _ --� o / / / - 401 MoINTIRE RD _ __ 44 � �' �-- _ .. . ..........::"::.-...:....... .. _ ... . _... - _ sae No. z 706 CHARLOTTESVILLE, VA 22902 __ -_,_ _- - e -� ' ` ... _ . , , ..:::::_:•:_:_::_:-:,:.:.:.:.:::.:.:.:::::::::::::::::. ........:. 1 / / Ds x239 PG 26 ^- _- 'V-_ - 1 ..::...... , 055 /%/ { GRAPHIC SCALE ZONED: RESID NE TIAL - __ 708 i'�-_- Q a - a :...:.... ........ ...................... �`--TI G // / _ � � � -- -: -% •�-�-� EXTEND EXISTIN � � v % J zo o �0 20 ao so USE: FUTURE SITE OF CROZET LIBRARY Y - �� �T - BREAK EXIST E AND- ` ' . �. " ' ::: ::::::: STORM SEWER STUB �``' --_�_ Q. scA�F 4 •i 4. .a. ,� ^�......: z / // 710 A VDOT STD. D1 -2B '�-_ 4 , ,4. a A -� PIPE TO THE END OF THE 1$� 0AS � / l / / - RCEPTTHE RUNS -% 12 j�p. - _• a . 4. - RS AD CONSTRUCTION p 0 U / / / / IN FEET - ------ . -ROM PMED 9 -` - "~^� _ - 7- p4R. S / / / { - 20 ) ft. / DEVEL P " S, y- /. /, . e -- � -- �- ` OrpgRr Afl SHEET NO. a / / 1 inch - / Y 1 q - --- 00 +50 ,�6 `'_`-,-- _ ET 01: OF PLANS) � W _3 u Ll . - - - _ -�I - _ a LIST OF CHANGES PROPOSED ON THIS SITE PLAN AMENDMENT: UPDATED BUILDING FOOTPRINT - APPROVED WJ LOR #s UPDATED LOCATION OF HANDICAP PARKING,REMOVED LANDSCAPING PLANTING ISLANDS, AND ADDITIONAL PARKING SPACES, A DUMPSTER ENCLOSURE UPDATED FOR PARKING LOT CHANGES AND RELOCATED CLOSER TO THE ENTRANCE OF THE PARKING LOT. RELOCATED STAIRCASE TO LOWER LEVEL 5 STREET LIGHT TO BE REMOVED b MODIFICATION TO SIDEWALKS AND OUTSIDE PATIO AREA PORCH & STAIRCASE TO SIDEWALK ADDED TO THE PLAN RELOCATED BICYCLE RACK 9 MODIFICATION TO LOWER LEVEL PARKING SPACES 10 RELOCATED DROP INLET & FILTERRA UNIT UPDATED THE PROPOSED WATER METERS TO SERVE THE BUILDING �2 UPDATED LANDSCAPING PLAN WITH BUILDING, SIDEWALK, & PATIO MODIFICATIONS 13 UPDATED WALL DETAIL 14 HANDICAP PARKING DIMENSIONS & DETAIL UPDATED PER NEW LAYOUT 3.5 LOCATION OF SITE LIGHTING UPDATED FOR CHANGES TO THE SITE BUMPER BLOCKS HAVE BEEN ADDED TO THE PARKING LOT & SIDEWALK ADJUSTED TO MAINTAIN' MINIMUM � THE RETAINING WALL HAS BEEN CHANGED TO A CONCRETE RETAINING W. THE SITE PARKING LOT HAS BEEN UPDATED FOR THIS MODIFICATION. z8 UPDATED SITE AREA CALCULATIONS, PARKING CALCULATIONS, AND PROPOSED USES FOR THE BUILDING, �g UPDATED SITE NOTES 0 REVISED GRADING PER MODIFICATIONS TO THE BUILDINGS,PATIOS & SIDEWALKS EXIST. GROUNE EXIST. GROUND J - GENERAL NOTES I Tib DJTW TAU'W4TM WALL BE P1( WOM BY TI[ MATM M*% W. TCR-Aea,C •iWNr1a to ec +A•! 4�MlIETE :c 1 A•i it yREaA1t8 • °r Sri 17r T 7'�rf��fTRTffA1Ri. Tom: :RY[#3J0T Ti 1 D{! THt p�Y LM'd[ 7111A'CTFTiI"�WTa 145�AAp�iY1aT'TT.d:AT ` i CSteC?�ILiTYPE A AT:. i•ANNS AAAYYY",,, Fp Y'A T a - K'CPERPENI 7 R i ■lmilT 14,,g a [S 20 1 +i" wLi TaNTtl! Ta COMTWt AU:N4 i {'iz��'T4•//141a FLCCR, Yh1145PTH D.+' RWF FCTMSR, :a4[.r7n1 •-" • '' �"�Aa+a4' earrzpC�' }+arra a RAwl1 P.EL -{TBYT A eTe�i[a '�.0 rrAT U 4w a, B, 20,; i, y4sAu4Z, s,ss>T�'TTtLWA�rn-RcSAtAt' � a1s}1 :uT ,T }a1/.Rre1T1i�Tl �i_o$$t'R��w•fR♦[�R�•rTFIT Tw1�7Ja31l�1r11N�w7781 �1}.7t4eA, tSia � wYK►A- rt }�H��r'�• O 7 VM:Sf'W@ IT}lIhAil, @Gw`tl��V���T�zi"/ ,••^ETHyr -A„AiT im �•y' AT # UF �g r^3r"` ����, �L�- • TIota�-v.4anaaa6Arcnaaa®aBannnaaC -aaaDnaaaoaaa�TYPE ��aazaaaanLCiA 1T W rNi1n ; APARALLEL PERPENDICULAR 4wk l' cCN Yb.TM "b"ra*Uil 'Er Ry%%UST IN a nan 00 aa 04 INPEDARpETECTg�1Fi3N0 ALLEOON A AL -�2 WENERAL NOTES) CGDETECTABLE WARNING SURFACE 1MVA PBT647 W R§idwrATC& ' T R 1•$k•TT! •T �� Cf : T � � ;Zv, VDOTSTD. CG -12 �Y•oo d TYPE B WOODEN 4'x4' POST w/ CAP AT TnD rA" 141(1N /TV0 ) 9HEMALTIP NOT TOi SCALE PROPOSED 4' MIN. TRAVERSABLE EAwly8:1MAX. S TRAVERSAB'L AREA PROVIDED PROPOSED 15' VDOT STD. RAMP w/ 12:1 CG -12 l MAX. GRADES TYPE C O IC) /. ryrr�irr..'w�.vrvy.'ctrl'.riarr.+rr-r�•yr�.rr�rrry.'+��'��-�tra►ti..�•�.rn.'.�.r,�►rv.�'w�r,•:.+.r,�vvrrrv'rw�vr !::..r.�rhaw.,i.r:.�.i_".ii'ir..�r=�e:�►. �= ff�� �r�r� 7ili�y +�.�;,���_�y I LIJ Lig o a- Ln _0 4 7a `- � .,T � ty1 ,•�`k ; w � I.ti{:. 'ISI !. rth rZ;�rl��`� �:-. >'S'�t.; rs. 0 �fT� }�at:•iT..kj / 4 a a i r r• a ° a r s, f 'I, now 4•. 7 • t I y 1; 1 1 8" THK. ° r a 41 CONCRET v` d a CONTINU( LIST OF CHANGES PROPOSED ON THIS SITE PLAN AMENDMENT: UPDATED BUILDING FOOTPRINT - APPROVED WJ LOR #s UPDATED LOCATION OF HANDICAP PARKING,REMOVED LANDSCAPING PLANTING ISLANDS, AND ADDITIONAL PARKING SPACES, A DUMPSTER ENCLOSURE UPDATED FOR PARKING LOT CHANGES AND RELOCATED CLOSER TO THE ENTRANCE OF THE PARKING LOT. RELOCATED STAIRCASE TO LOWER LEVEL 5 STREET LIGHT TO BE REMOVED b MODIFICATION TO SIDEWALKS AND OUTSIDE PATIO AREA PORCH & STAIRCASE TO SIDEWALK ADDED TO THE PLAN RELOCATED BICYCLE RACK 9 MODIFICATION TO LOWER LEVEL PARKING SPACES 10 RELOCATED DROP INLET & FILTERRA UNIT UPDATED THE PROPOSED WATER METERS TO SERVE THE BUILDING �2 UPDATED LANDSCAPING PLAN WITH BUILDING, SIDEWALK, & PATIO MODIFICATIONS 13 UPDATED WALL DETAIL 14 HANDICAP PARKING DIMENSIONS & DETAIL UPDATED PER NEW LAYOUT 3.5 LOCATION OF SITE LIGHTING UPDATED FOR CHANGES TO THE SITE BUMPER BLOCKS HAVE BEEN ADDED TO THE PARKING LOT & SIDEWALK ADJUSTED TO MAINTAIN' MINIMUM � THE RETAINING WALL HAS BEEN CHANGED TO A CONCRETE RETAINING W. THE SITE PARKING LOT HAS BEEN UPDATED FOR THIS MODIFICATION. z8 UPDATED SITE AREA CALCULATIONS, PARKING CALCULATIONS, AND PROPOSED USES FOR THE BUILDING, �g UPDATED SITE NOTES 0 REVISED GRADING PER MODIFICATIONS TO THE BUILDINGS,PATIOS & SIDEWALKS EXIST. GROUNE EXIST. GROUND J - GENERAL NOTES I Tib DJTW TAU'W4TM WALL BE P1( WOM BY TI[ MATM M*% W. TCR-Aea,C •iWNr1a to ec +A•! 4�MlIETE :c 1 A•i it yREaA1t8 • °r Sri 17r T 7'�rf��fTRTffA1Ri. Tom: :RY[#3J0T Ti 1 D{! THt p�Y LM'd[ 7111A'CTFTiI"�WTa 145�AAp�iY1aT'TT.d:AT ` i CSteC?�ILiTYPE A AT:. i•ANNS AAAYYY",,, Fp Y'A T a - K'CPERPENI 7 R i ■lmilT 14,,g a [S 20 1 +i" wLi TaNTtl! Ta COMTWt AU:N4 i {'iz��'T4•//141a FLCCR, Yh1145PTH D.+' RWF FCTMSR, :a4[.r7n1 •-" • '' �"�Aa+a4' earrzpC�' }+arra a RAwl1 P.EL -{TBYT A eTe�i[a '�.0 rrAT U 4w a, B, 20,; i, y4sAu4Z, s,ss>T�'TTtLWA�rn-RcSAtAt' � a1s}1 :uT ,T }a1/.Rre1T1i�Tl �i_o$$t'R��w•fR♦[�R�•rTFIT Tw1�7Ja31l�1r11N�w7781 �1}.7t4eA, tSia � wYK►A- rt }�H��r'�• O 7 VM:Sf'W@ IT}lIhAil, @Gw`tl��V���T�zi"/ ,••^ETHyr -A„AiT im �•y' AT # UF �g r^3r"` ����, �L�- • TIota�-v.4anaaa6Arcnaaa®aBannnaaC -aaaDnaaaoaaa�TYPE ��aazaaaanLCiA 1T W rNi1n ; APARALLEL PERPENDICULAR 4wk l' cCN Yb.TM "b"ra*Uil 'Er Ry%%UST IN a nan 00 aa 04 INPEDARpETECTg�1Fi3N0 ALLEOON A AL -�2 WENERAL NOTES) CGDETECTABLE WARNING SURFACE 1MVA PBT647 W R§idwrATC& ' T R 1•$k•TT! •T �� Cf : T � � ;Zv, VDOTSTD. CG -12 �Y•oo d TYPE B WOODEN 4'x4' POST w/ CAP AT TnD rA" 141(1N /TV0 ) 9HEMALTIP NOT TOi SCALE PROPOSED 4' MIN. TRAVERSABLE EAwly8:1MAX. S TRAVERSAB'L AREA PROVIDED PROPOSED 15' VDOT STD. RAMP w/ 12:1 CG -12 l MAX. GRADES TYPE C a w. r `" � • j r • �•a VDOT STD. CG -112 TYPE_ C i MIN. 9 IN. PR 4' MIN. FRAVERSA' RtEA PROVI RONOSED b RAMPS w/ 12: MAX. (GRAD N. y' MI VDC)T STD. C(G-i2 TWPE C VD077 S 77D X 1,2S SCALE.- f"-30' VOODEN BOARD IUMPSTER ENCLOSURE 0NFORCED PAD (POUR US WITH )R PAD) 'STER PAD 3 DUMPSTER ENCLOSURE r. UPDATED FOR PARKING LOT CHANGES 4'MIN. AVERSABLE ARE TO BE PROVIDED WHEN SIDEWALK DESTINATION ARE CONSTRUCTED lJ• a<.1.5 .. a w ROAD SECTION 1.9=5, (H) j 1 Rl CIL 4" VDOT 21A STONE BASE 4" CONCRETE PLANTING PLANTING 3:z SIDEWALK STRIP CG -6 CURB SU FACE CURB STRIP & UTTER SURFACE & GUTTER O IC) /. ryrr�irr..'w�.vrvy.'ctrl'.riarr.+rr-r�•yr�.rr�rrry.'+��'��-�tra►ti..�•�.rn.'.�.r,�►rv.�'w�r,•:.+.r,�vvrrrv'rw�vr !::..r.�rhaw.,i.r:.�.i_".ii'ir..�r=�e:�►. �= ff�� �r�r� 7ili�y +�.�;,���_�y I LIJ Lig o a- Ln _0 � rth Q 4 0 / 4 a a i r r• a ° a Q 4•. ° • t I y 1; 1 1 8" THK. ° r a 41 CONCRET v` d a CONTINU( a. GENERAT SEE DUM 4 ta' DETAIL a w. r `" � • j r • �•a VDOT STD. CG -112 TYPE_ C i MIN. 9 IN. PR 4' MIN. FRAVERSA' RtEA PROVI RONOSED b RAMPS w/ 12: MAX. (GRAD N. y' MI VDC)T STD. C(G-i2 TWPE C VD077 S 77D X 1,2S SCALE.- f"-30' VOODEN BOARD IUMPSTER ENCLOSURE 0NFORCED PAD (POUR US WITH )R PAD) 'STER PAD 3 DUMPSTER ENCLOSURE r. UPDATED FOR PARKING LOT CHANGES 4'MIN. AVERSABLE ARE TO BE PROVIDED WHEN SIDEWALK DESTINATION ARE CONSTRUCTED lJ• a<.1.5 .. a w ROAD SECTION 1.9=5, (H) j 1 Rl CIL 4" VDOT 21A STONE BASE 4" CONCRETE PLANTING PLANTING 3:z SIDEWALK STRIP CG -6 CURB SU FACE CURB STRIP & UTTER SURFACE & GUTTER A, { b Lp4A''i P0m11t� r; via w. 8 $TRP 4 C iAaE A rA94,Ef 4 Mq 44A „AM ;T< c„„/ "�wrtn 1�12a sT16P 3IItt sir:.rte.RIP Wii n'+R T1H„ i 71°x SECTION A -A +AITMMIT 8UFFER STRP Tl1i:�t � �O�iWAi# SE"T:CN 8-8 i +•He1M n ; ; p�T JED % THE aETEVAU NMIYwG wFi}A1. yp ^7 XT NTPZa?M TYdrg_� P LEL WITHIN CMM PAW nr A1�6ICAi twtYdA4 K I ewr M at�bN� n�i�2r DA=AL PLACEMENT n a 8 CC -12 DETECTABLE WARNING SURFACE "- WCAO A7n alma Kid W Maw. TYPE S (PARALLEL) APPIXATM vaM T or YRA41 WfflW .VAP,rAWA SCALE. • 1 " = 50' * 10,000 ADT IS PENDING NAL / DIRECTION FROM 1/DOT RE ARDJIaiG INTERNAL CAPTURE ALL ANC BASEDION ITE TRIP A77ON GEN AL OFFS E (J LUC 710)ADT •�`"`� •;tea'; 809 OF/2, 00 sf= 1, 600sf �. ADT. 1, 600s x 11 01 ADT/ 1000sf = 18 ADT AM i 600sf X 1.55 VPH/ 1000sf = 2.5 VPN ENTER, 0. T PM K. ,600sf X 1.49 VPH/ 1000sf = 2.4 VPH (0.4 E RS; 2.0 Elf! RESTAU A T (17E LUC 932) 9 F 4 700sf= 3 760sf = 478 ADT ADT. 3, 7 f x 127.15 ADT/ 1000sf /AM EAK: 3,760sf X 11.52 VPH/ 1000sf = 43.3 VPH' (2 .5 E TER, 20.3 EXIT) PM PEAK 3,760sf X 10.92 VPH/ 1000sf = 4 1. 1 VPH (5.1 E TER, 16.0 EXIT) 0 RCIAL (ITE LUC 814) �\ 9 OF 5,400sf= 4,320sf ADT 4,3 44.32 ADT/ 1000sf = 191 ADT AM PEAK: 4, Osf X 6.84 VPH/ 1000sf = 29.5 VPH 4. ENTER, 15.3 EXIT) PM PEAK.- 4,3 0sf X 5 VPH/ 1000sf = 21.7 VP 1(12. ENTER, .5 EXiT) _ a1•s 4'SlC WAX *13U17" MIJ w: wmviW"T, 111 [1 - Yl* ., A'M[•-- Yii $'e1T I W I ran CCTAU TANliENT PLANAl IN at F.L WITH =16 tln Or MA! U i 6 A7 ��• Hp@MC! tiA@ LAIC Cr PA/tp�erei TSa or atMtn �ytr 1512" SECTION A -A "� r A1.�IP•1•AVi4�RY�" AT*XAAW Al SWM OF M Mn TYPg C 4•ARALLAirP1.EL 14 6C9ENOICUI ICATIONaft$ RCMsi`A' �fliak :H rte(' n' W P1 tiT y. - t° MR. i 7 -Y• •'•-•rte A,�T 3-4ldifR 'IrAV i pF NWA t Airy(} PRKAn Tag or an D 3 • M115 F MOM IN ON Tr[ MIRCTULi 14MG 'ISAAC[, 193 7sq: iC1'CN 'IV ^Jl iTPG ,w6 T G tt7M ?�S+p411Rp Wp�p1 �MlRT Ta VV G>CTltld i41(plo / ATA! M rp :M101 o TME MOM A40 u 4i9 `Ta"'!D ii's7r MRG$r+Rai.a"90 t "I•C " i & _ 1r11t14LLrl L Arle'S p} 09M WN eR u!m $Y,ai 11CiC['•# LYJrtCR 'liTtr, IdNW�4R M RMTa1 tkr'Yi� 7LIX'1W mej WIT" wit YMw:04� Mm TM i44 W PeI/rENS9RJ7 UN -n TMT %'%TRIet t:wl W3 w14dTTRG➢ t" A L40VAN •EIA-![ am COUSIMM T:R wJ6#•P1e T1=T•i A xARlCR iR #CE. E CG -12 DETECTABLE WARNIN10 SURFACE Bei RM Arm 151 srFxWAos TYPE C MARALLEL i :PERPEi9Dl�)r. A. RC AR1 APPLICATION Y!!Rp oA:CeCr a ar 1 iNINIM oII'A n5NT W TRAMDRTAIM 727 ADT V O IC) /. ryrr�irr..'w�.vrvy.'ctrl'.riarr.+rr-r�•yr�.rr�rrry.'+��'��-�tra►ti..�•�.rn.'.�.r,�►rv.�'w�r,•:.+.r,�vvrrrv'rw�vr !::..r.�rhaw.,i.r:.�.i_".ii'ir..�r=�e:�►. �= ff�� �r�r� 7ili�y +�.�;,���_�y • LIJ Lig o a- Ln _0 r�■��r:r:,rs�r�: / �k�l�Cfi x . i r r• a A, { b Lp4A''i P0m11t� r; via w. 8 $TRP 4 C iAaE A rA94,Ef 4 Mq 44A „AM ;T< c„„/ "�wrtn 1�12a sT16P 3IItt sir:.rte.RIP Wii n'+R T1H„ i 71°x SECTION A -A +AITMMIT 8UFFER STRP Tl1i:�t � �O�iWAi# SE"T:CN 8-8 i +•He1M n ; ; p�T JED % THE aETEVAU NMIYwG wFi}A1. yp ^7 XT NTPZa?M TYdrg_� P LEL WITHIN CMM PAW nr A1�6ICAi twtYdA4 K I ewr M at�bN� n�i�2r DA=AL PLACEMENT n a 8 CC -12 DETECTABLE WARNING SURFACE "- WCAO A7n alma Kid W Maw. TYPE S (PARALLEL) APPIXATM vaM T or YRA41 WfflW .VAP,rAWA SCALE. • 1 " = 50' * 10,000 ADT IS PENDING NAL / DIRECTION FROM 1/DOT RE ARDJIaiG INTERNAL CAPTURE ALL ANC BASEDION ITE TRIP A77ON GEN AL OFFS E (J LUC 710)ADT •�`"`� •;tea'; 809 OF/2, 00 sf= 1, 600sf �. ADT. 1, 600s x 11 01 ADT/ 1000sf = 18 ADT AM i 600sf X 1.55 VPH/ 1000sf = 2.5 VPN ENTER, 0. T PM K. ,600sf X 1.49 VPH/ 1000sf = 2.4 VPH (0.4 E RS; 2.0 Elf! RESTAU A T (17E LUC 932) 9 F 4 700sf= 3 760sf = 478 ADT ADT. 3, 7 f x 127.15 ADT/ 1000sf /AM EAK: 3,760sf X 11.52 VPH/ 1000sf = 43.3 VPH' (2 .5 E TER, 20.3 EXIT) PM PEAK 3,760sf X 10.92 VPH/ 1000sf = 4 1. 1 VPH (5.1 E TER, 16.0 EXIT) 0 RCIAL (ITE LUC 814) �\ 9 OF 5,400sf= 4,320sf ADT 4,3 44.32 ADT/ 1000sf = 191 ADT AM PEAK: 4, Osf X 6.84 VPH/ 1000sf = 29.5 VPH 4. ENTER, 15.3 EXIT) PM PEAK.- 4,3 0sf X 5 VPH/ 1000sf = 21.7 VP 1(12. ENTER, .5 EXiT) _ a1•s 4'SlC WAX *13U17" MIJ w: wmviW"T, 111 [1 - Yl* ., A'M[•-- Yii $'e1T I W I ran CCTAU TANliENT PLANAl IN at F.L WITH =16 tln Or MA! U i 6 A7 ��• Hp@MC! tiA@ LAIC Cr PA/tp�erei TSa or atMtn �ytr 1512" SECTION A -A "� r A1.�IP•1•AVi4�RY�" AT*XAAW Al SWM OF M Mn TYPg C 4•ARALLAirP1.EL 14 6C9ENOICUI ICATIONaft$ RCMsi`A' �fliak :H rte(' n' W P1 tiT y. - t° MR. i 7 -Y• •'•-•rte A,�T 3-4ldifR 'IrAV i pF NWA t Airy(} PRKAn Tag or an D 3 • M115 F MOM IN ON Tr[ MIRCTULi 14MG 'ISAAC[, 193 7sq: iC1'CN 'IV ^Jl iTPG ,w6 T G tt7M ?�S+p411Rp Wp�p1 �MlRT Ta VV G>CTltld i41(plo / ATA! M rp :M101 o TME MOM A40 u 4i9 `Ta"'!D ii's7r MRG$r+Rai.a"90 t "I•C " i & _ 1r11t14LLrl L Arle'S p} 09M WN eR u!m $Y,ai 11CiC['•# LYJrtCR 'liTtr, IdNW�4R M RMTa1 tkr'Yi� 7LIX'1W mej WIT" wit YMw:04� Mm TM i44 W PeI/rENS9RJ7 UN -n TMT %'%TRIet t:wl W3 w14dTTRG➢ t" A L40VAN •EIA-![ am COUSIMM T:R wJ6#•P1e T1=T•i A xARlCR iR #CE. E CG -12 DETECTABLE WARNIN10 SURFACE Bei RM Arm 151 srFxWAos TYPE C MARALLEL i :PERPEi9Dl�)r. A. RC AR1 APPLICATION Y!!Rp oA:CeCr a ar 1 iNINIM oII'A n5NT W TRAMDRTAIM 727 ADT V 4" CONCRETE 1 SIDEWALK 74VDOT zmA STONE BASE EXIST. GROUND EXIST. i OF HANDICAP SIGN HANDICAP SIGN Lac T70N VAN LOCA77ON VOOT STD. CG -12 14" PAINTED PER VD0T SPEC. 8 8 B STRIPE r MIN. T MIN. T M"IN. I (TYPICAL) ACCESSIBLE SPACES HANDICAP SPACE (UPPER PARKING) DETAIL NO SCALE RESiDEN77AL (lTE-LUC-220) 6 DWELLING UNITS AQ x.72 DT* 6 DU = 40 ADT - / PEA . 6 DU X 0.51 VPH VPN (0.6 ENTER, 2.5 EXIT) AK U 0.62 VPH = 4.7 31 ENTER, 1.6 EXiT) FU T UR ROAD WILLARD DETAIL. ISIO SCALE NOTE- SEE DUMPSTER DETAIL, THIS SHEET FOR LOCA77ON OF BOLLARDS NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR TRONGER. 4" CONC.� �-- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 2" SM -9.5A URFACE COURSE 8" C01I 6 AGGREGA TE B COURSE, VDOT COMPACTE SUBGRAD PARKING LOT PAVING NO SCALE GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 0 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 I the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must SCOTT R. COLLINS notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. C7 - r J. Al! materials and construction methods shall conform to current specifications crud standards of VDOT. All excavation NO. 35791111 for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). d 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 1 z 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests �S10NAL 'V�y w performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil w CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted z with the test results for approval. z 6. All slopes and disturbed areas are to be fertilized, seeded and mulched The maximum allowable slope is 2. 1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4: 1 or better are to be achieved V) 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to z acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural o watercourse. U 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at o the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the - Director of Engineering, or the Director=s designee, it is deemed necessary. When guardrail is required, it shall be o installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven n (7) feet. [Z U 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). w w v 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. CO 2: � (D 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion L of the Director of Engineering, or the Director=s designee, it is deemed necessary. 1- 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision w ¢ Q streets U U p a 13. Colmpliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement Q ¢ < U_ X section detail, shall be strictly adhered to. Exceptions will not be allowed. � w (n (n 14. Upson completion of the roadway construction, street name signs shall be installed by the developer at all street M < w w intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements': The � � r � LU developer shall be responsible for maintenance of signs until roads have been accepted p o 15. Road pian approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to 0 Q_ ¢ < ZD signing and recordation, then approval of these plans shall be null and void U) w q 3 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of theAV > r=+ 1- 1- Z Director of Engineering, or the Director=s designee, they are deemed necessary in order to provide safe and convenient re access. All signs or other regulatory devices shall conform with the 40rginia Manual for Uniform Traffic Control Devices.¢ o GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS U_ W W Z !; U_ o 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit UJ UJ U shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect Hco the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. Ce o 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. o J. All materials and construction methods shall conform to current specifications and standards of VDOT. AJ( excavation � for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). o 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must ,be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. if a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. o 6. All slopes and disturbed areas are to be fertilized, seeded and mulched The maximum allowable slope is 2.1 ko -I (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4.1 or better are to be achieved. 03 M 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to -5o acceptance by VDOT. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. The � � 0 contratctor shall Field verify the length of all storm drainage pipe. o 8. Guordrall locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the Director of Engineering, or the Director=s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be E increased to seven (7) feet. 9. Where urban cross sections are installed, a// residential driveway entrances shall conform to VDOT CG-9(A,B or C). ° 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VOOT standard PE -1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VV OT, the Director of Engineering, or the Director's designee, it is deemed necessary. 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on al/ residential subdivision streets. Additional clear zone may be required depending on the category of road design.L9 I(Yj 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans. Exceptions will not be allowed 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer prior to acceptance Signs and their installation shall conform to "Albemarle County Road Naming and Property Numbering ° Ordinance and Manual"and the isrginia Manual for Uniform Traffic Control Devices. The locations of all signs are shown on the plans. The developer shall be responsible for maintenance of the signs until the roads have been accepted into the state secondary road system. The speed limits v to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The speed limit is to be posted o a 5m h below the design speed. P g P 1 � 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to n signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the (N 6 Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. 2 17. Usie VDOT standard CD -1 or CD -2 underdrains under the subbase material at all cut and fill transitions and grade W -° sag pain ts. 18. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspect#ions and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT and/or County inspector ` present. In addition, if high-density polyethylene (HDPE) pipe or pipe system is installed the contractor and a W >/ ° repres4entative from the pipe manufacturer should hold a preconstruction - meetirng for installation training. The pipe manufacturer should spend a minimum of two hours on the job site during the initial rpipe installation. GENERAL CONSTRUCTION NOTES FOR SITE PLANS � H 1. PrioTr 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. U o 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted r control 0 J. Erosion and siltation E o o trot measures steall be provided in accordance with the approved erosion control plan andL9 3 shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2.-1 ,�.. (horizo>nta1: vertical). Where reasonably obtainable, lesser slopes of 3.• 1 or better are to be achieved. 3 Pawed, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director T of EnTineering, or the Director=s designee, it is deemed necessary in order to stabilize a drainage channel < UJ 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111• m 8. All .excavation for underground pipe installation must comply with OSHA Standards for the Construction industry (29 CFR Peart 1926). `►-�' o GENERAL WATER & SEWER CONDITIONS �LI 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR ° WiLL. BE RESPONSIBLE FOR NOTIFYING 174E PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. iL.LI 2. THE' LOCATION OF EXIS77NG U77LI77ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN �.-. ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CON7RACTOR SHALL ON HIS OWN a IN1777ATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. z J. ALL MATERIALS AND CONS77?11C77ON SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WA TER AND SEWER C0NIS7RUC77ON SPECIFICA77ONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. I w 4. DA7RlM FOR ALL ELEVA77ONS SHOWN IN NATIONAL GEODE77C SURVEY. Z 5 THE' CONTRACTOR SHALL BE RESPONSIBLE FOR N077FYNG MISS U77LlTY" (1-800 -552-7001). � 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM 774E TOP OF PIPE, OVER IW z 774E CENTERLINE OF PIPE. THIS INCLUDES ALL FiRE HYDRANT LINES, SERVICE LA7FRALS, AND WATER LINES, ETC. IUz � 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. �yJ+ 8. VAL IVES ON DEAD END LiNES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR 774E VALVE DURING A FUTURE i _J EX77ENSION OF 774E LINE. o 9. ALL COMMERCIAL BUILDINGS WiLL BE REQUIRED TO HAVE A BACKLOG PREVENTER 10, CON17RACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICA77ONS OF THE ALBEMARLE COUNTY SERVICE ° 01.1 la`A ,ry N 0 MOTO Or_ y Q s am IR1e MRf � 19m11r V aA•T M wA11. 4, `RN MMM' 11 14010 RI WF4 KM ,T y N R. �q,�s Al • wet w nA01. b Al r eR/4' w rtA� a.3.. LU 4.'IMAJ �--1 ., ' ���` .. ®OA ` rid ' '. ,t6 ` •, ps9 ' , a R STAfii1C}ARD V CURB +rwnw 1�TBrxe 1r 9WR11lq[TATgN 'Jawl"s ME E O IC) ° LW SWA LIJ Lig o a- Ln _0 r�■��r:r:,rs�r�: �k�l�Cfi x . 4•. �.-. a,1.a� rt Air/R �!'�� , • t I y 1; 1 1 41 4" CONCRETE 1 SIDEWALK 74VDOT zmA STONE BASE EXIST. GROUND EXIST. i OF HANDICAP SIGN HANDICAP SIGN Lac T70N VAN LOCA77ON VOOT STD. CG -12 14" PAINTED PER VD0T SPEC. 8 8 B STRIPE r MIN. T MIN. T M"IN. I (TYPICAL) ACCESSIBLE SPACES HANDICAP SPACE (UPPER PARKING) DETAIL NO SCALE RESiDEN77AL (lTE-LUC-220) 6 DWELLING UNITS AQ x.72 DT* 6 DU = 40 ADT - / PEA . 6 DU X 0.51 VPH VPN (0.6 ENTER, 2.5 EXIT) AK U 0.62 VPH = 4.7 31 ENTER, 1.6 EXiT) FU T UR ROAD WILLARD DETAIL. ISIO SCALE NOTE- SEE DUMPSTER DETAIL, THIS SHEET FOR LOCA77ON OF BOLLARDS NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR TRONGER. 4" CONC.� �-- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 2" SM -9.5A URFACE COURSE 8" C01I 6 AGGREGA TE B COURSE, VDOT COMPACTE SUBGRAD PARKING LOT PAVING NO SCALE GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 0 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 I the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must SCOTT R. COLLINS notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. C7 - r J. Al! materials and construction methods shall conform to current specifications crud standards of VDOT. All excavation NO. 35791111 for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). d 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 1 z 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests �S10NAL 'V�y w performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil w CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted z with the test results for approval. z 6. All slopes and disturbed areas are to be fertilized, seeded and mulched The maximum allowable slope is 2. 1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4: 1 or better are to be achieved V) 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to z acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural o watercourse. U 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at o the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the - Director of Engineering, or the Director=s designee, it is deemed necessary. When guardrail is required, it shall be o installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven n (7) feet. [Z U 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). w w v 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. CO 2: � (D 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion L of the Director of Engineering, or the Director=s designee, it is deemed necessary. 1- 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision w ¢ Q streets U U p a 13. Colmpliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement Q ¢ < U_ X section detail, shall be strictly adhered to. Exceptions will not be allowed. � w (n (n 14. Upson completion of the roadway construction, street name signs shall be installed by the developer at all street M < w w intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements': The � � r � LU developer shall be responsible for maintenance of signs until roads have been accepted p o 15. Road pian approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to 0 Q_ ¢ < ZD signing and recordation, then approval of these plans shall be null and void U) w q 3 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of theAV > r=+ 1- 1- Z Director of Engineering, or the Director=s designee, they are deemed necessary in order to provide safe and convenient re access. All signs or other regulatory devices shall conform with the 40rginia Manual for Uniform Traffic Control Devices.¢ o GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS U_ W W Z !; U_ o 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit UJ UJ U shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect Hco the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. Ce o 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. o J. All materials and construction methods shall conform to current specifications and standards of VDOT. AJ( excavation � for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). o 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must ,be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. if a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. o 6. All slopes and disturbed areas are to be fertilized, seeded and mulched The maximum allowable slope is 2.1 ko -I (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4.1 or better are to be achieved. 03 M 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to -5o acceptance by VDOT. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. The � � 0 contratctor shall Field verify the length of all storm drainage pipe. o 8. Guordrall locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the Director of Engineering, or the Director=s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be E increased to seven (7) feet. 9. Where urban cross sections are installed, a// residential driveway entrances shall conform to VDOT CG-9(A,B or C). ° 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VOOT standard PE -1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VV OT, the Director of Engineering, or the Director's designee, it is deemed necessary. 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on al/ residential subdivision streets. Additional clear zone may be required depending on the category of road design.L9 I(Yj 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans. Exceptions will not be allowed 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer prior to acceptance Signs and their installation shall conform to "Albemarle County Road Naming and Property Numbering ° Ordinance and Manual"and the isrginia Manual for Uniform Traffic Control Devices. The locations of all signs are shown on the plans. The developer shall be responsible for maintenance of the signs until the roads have been accepted into the state secondary road system. The speed limits v to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The speed limit is to be posted o a 5m h below the design speed. P g P 1 � 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to n signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the (N 6 Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. 2 17. Usie VDOT standard CD -1 or CD -2 underdrains under the subbase material at all cut and fill transitions and grade W -° sag pain ts. 18. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspect#ions and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT and/or County inspector ` present. In addition, if high-density polyethylene (HDPE) pipe or pipe system is installed the contractor and a W >/ ° repres4entative from the pipe manufacturer should hold a preconstruction - meetirng for installation training. The pipe manufacturer should spend a minimum of two hours on the job site during the initial rpipe installation. GENERAL CONSTRUCTION NOTES FOR SITE PLANS � H 1. PrioTr 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. U o 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted r control 0 J. Erosion and siltation E o o trot measures steall be provided in accordance with the approved erosion control plan andL9 3 shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2.-1 ,�.. (horizo>nta1: vertical). Where reasonably obtainable, lesser slopes of 3.• 1 or better are to be achieved. 3 Pawed, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director T of EnTineering, or the Director=s designee, it is deemed necessary in order to stabilize a drainage channel < UJ 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111• m 8. All .excavation for underground pipe installation must comply with OSHA Standards for the Construction industry (29 CFR Peart 1926). `►-�' o GENERAL WATER & SEWER CONDITIONS �LI 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR ° WiLL. BE RESPONSIBLE FOR NOTIFYING 174E PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. iL.LI 2. THE' LOCATION OF EXIS77NG U77LI77ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN �.-. ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CON7RACTOR SHALL ON HIS OWN a IN1777ATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. z J. ALL MATERIALS AND CONS77?11C77ON SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WA TER AND SEWER C0NIS7RUC77ON SPECIFICA77ONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. I w 4. DA7RlM FOR ALL ELEVA77ONS SHOWN IN NATIONAL GEODE77C SURVEY. Z 5 THE' CONTRACTOR SHALL BE RESPONSIBLE FOR N077FYNG MISS U77LlTY" (1-800 -552-7001). � 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM 774E TOP OF PIPE, OVER IW z 774E CENTERLINE OF PIPE. THIS INCLUDES ALL FiRE HYDRANT LINES, SERVICE LA7FRALS, AND WATER LINES, ETC. IUz � 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. �yJ+ 8. VAL IVES ON DEAD END LiNES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR 774E VALVE DURING A FUTURE i _J EX77ENSION OF 774E LINE. o 9. ALL COMMERCIAL BUILDINGS WiLL BE REQUIRED TO HAVE A BACKLOG PREVENTER 10, CON17RACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICA77ONS OF THE ALBEMARLE COUNTY SERVICE ° 01.1 la`A ,ry N 0 MOTO Or_ y Q s am IR1e MRf � 19m11r V aA•T M wA11. 4, `RN MMM' 11 14010 RI WF4 KM ,T y N R. �q,�s Al • wet w nA01. b Al r eR/4' w rtA� a.3.. LU 4.'IMAJ �--1 ., ' ���` .. ®OA ` rid ' '. ,t6 ` •, ps9 ' , a R STAfii1C}ARD V CURB +rwnw 1�TBrxe 1r 9WR11lq[TATgN 'Jawl"s ME E JOB NO, 112055 ` SCALE ° Aa7SHO8Y � [n IC IC) ° aL`U F- LU LIJ Lig o a- Ln _0 JOB NO, 112055 ` SCALE ° Aa7SHO8Y � [n IC 44" MIN. r+e BD" 3s' d ,Ip a 18` MIN- i' 17.5" 37" MIN. HINGNUT LOCKING ASSEMBLY 12" MIN, OD - BYPASS NOTES 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2, MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8"- 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED .NATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2" METER NTS FIG. W -7B SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEINER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A NAINIMUM COVER DIAMETER OF 4". -� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, / MAIN LINE _tz1� 2' MIN 11 SALT TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE ILATERAL CONNECTION N.T.S, FIIG. S-2 8"MIN EMBEDMENT SPRING LINE OF PIPE NO, 68 STONE 36"MI l\ 1 24 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING •--BEDDING 6" max 4' min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE HALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 C METER SIZE DIMENSION A DIMENSION D DIMENSION C 1 1/2' 31' 51' 3'8' z' 311' 5'0' FRAME & COVER Top View 9 d 10' MIN, 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 4' 5' MIN. (SEE FIG. 5-1-D,E) STREET SURFACE OR AND STONE BEDDING GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. OUTSIDE DIAMATER -- NON -PAVED AREA , 6" MINIMUM �. 4' MINIMUM 12" THICK VDOT ❑ �!: '? No. 68 STONE BEDDING SLOPED AREA -'� _ d i" TYPE "K" DOGHOUSE MANHOLE BASE WALL (4 EACH) 111 i..... ll _ tg- ' - i, .1111111111111111 „ 1111111111111111111111. I I I I I I I I I I i i I I FILL DOGHOUSE OPENING SOFT COPPER,`Y FOR U5E ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AROUND EXISTING PIPE 1'-10" MAX f WITH PSI CONCRETE ��� 9 4" MINIMUM AND IRRIGATION SERVICES. 1'x1"xi" TEE 2'-0" G.H. ' 4.Q 0 1) a RUBBER COATED STEEL d NOTE: STEPS CAST IN PLACE 3' -Cf" MIN d NO SWEATED FITTINGS 2• PRECAST REINFORCED ' Q CONCRETE SECTIONS 12"" MIN DUAL SERVICE R "0" RING SEALS -_16" MAX 4 V COMPRESSION x 3/4' MALE PIPE COUPLING MINIMUM ELEVATION OR APPROVED EQUAL _ DIFFERENCE ACROSS M.H. 5" 4'-0" 5 NOTE: RESTRAINED JOINT FITTINGS. srori�CEc�`PER FROM INLET TO OUTLET SHALL BE 0.20 FEET. ° Q ° CONCRETE ' VARIES _ _ _ _ _ side VIEW FOR USE ON DETACHED SINGLE FAMILY DEPTH OF FLOW FILLETS _ RES10ENifAL SERVICE WHE}2E AN IRRIGATION GyANNEL TO BE /__7�1- METER 15 NOT PROVIDED. _,r _ 3/4 DIAMETER OF 42" Minimum CONTRIBUTING - - - - SINGLE SERVICE SEWER. <. ,• 12" - .4 } SADDLES SHALL BE USED ON PVC PIPE. A FILLETED INVERT FOR A SMOOTH = (I 4 CASTIRON LID TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE - _FINISHED GRADE TA7Certification PROVIDED. MIN. 6" BEDDING of 9590 compaction required �� 10"-t5" W NO. 68 STONE NOTE j 4 LOCKWIING4 BALL - _ METER 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE Steel Beam, I (' VALVEGalvanized ..INOLU UE 1 I -I SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIORS, . 9 W12 X 14 rein. size ( ) d 36' MIN. COPPERSETTER jl 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 45' 1/8 RENO COUPLING mss- 11 �I - EXTENDED OR NON -EXTENDED BASES. 3' min. penetration into undisturbed 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED soil , or as approved by the v METER INSIDE AND OUT. ACSA. - BRICK AS TYPICAL MANHOLE SECTIO N -� � � I�� � CORPORATION STOP NECESSARY SHOWING BRANCH TIE-IN - „ , , ,,,�-„ - - TYPICAL SERVIICE LATERAL INSTALLATION (5//8„ & 1" METERS) FIG. S TYPICAL THRUST BLOCK IN FILL AREA -I -A NTS NTS TD -25 FIG, W -6A FIG. W -3B TD -10 TD -5 METER SIZE DIMENSION A DIMENSION D DIMENSION C 1 1/2' 31' 51' 3'8' z' 311' 5'0' 3'8' 3' 5' MIN. 10' MIN, 152' MIM 4' 5' MIN. 1 12' MIN, AND STONE BEDDING GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. B DOOR HINGES I ImI I 1 I I I I I I I I 1 I I LIFT HANDLE I ----------------- TYPICAL METER VAULT N,T.S, FIG, W -7A GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL 02 3 * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF SIDE VIEW #68 STONE, FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 75' DIAMETER DRILLED TOLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS PATCH UNSTABL SOIL-, INITIAL BACKFILL ILAR FILL AS ROVED BY ACSA NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4_ NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL GAP AT WALKING SURFACE SHALL BE I A MIN. OF 3'-6" IN HEIGHT. 1 V" x 0.70" ALUMINUM FOREST GREEN TOP RAILING (TYP.) PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE `. ". EXISTING SANITARY ON CONCRETE BLOCKS, •,,.� SEWER PIPE DOGHOUSE OPENING SHALL "d ;' i' MIN. 12" CLEARANCE BE PREFORMED BY " BETWEEN EXISTING PIPE MANUFACTURER OR �''" AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6". , 12" THICK VDOT 8 % �!: '? No. 68 STONE BEDDING 8`x8"x16' AND 4"x8'x16" t SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) 111 i..... ll I IIl,III IIII „ IIIIIII iIi Ii,l111,11 ,, i, .1111111111111111 „ 1111111111111111111111. I I I I I I I I I I i i I I FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN f WITH PSI CONCRETE ��� ON FIGURE S -1-A / OR NON-SOHR NK NG GROUT ALLOW CONCRETE y 70 FLOW A MIN. WRAP EXISTING PIPE WITH V -D" BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 4 -12' MIN_ CAST -IN PLACE `} 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW I II111111IIil IIllliilil 1111,1 1111 llil llllllll, 111 i111111111111111111111111111111111111111111111111111111111111111i i NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE_ 3, CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S -1-A1 TD -26 RAIL POSTS 4' O.C. TOP OF CONCRETE WALL ':1 I %" SQUARE FOREST' 4" MAX. GREEN ALUMINUM 1" SQUARE FOREST GREEN GAP PICKET (TYP,) ALUMINUM SIDE WALLS (TYP.) NOTES: 1. GUARDRAILS ARE REQUIRED FOR DECKS, PORCHES & WALLS ELEVATED MORE TOIP OF CONCRETE RETAINING WALL. THAN 30" IN HEIGHT. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. FENCE POSTS TO BE EMBEDDED INTO 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. CONCRETE RETAINING WALL 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. NOTE: 4. PLANS APPROVED FOR PERMIT SUBJECT TO APPROVAL OF CONSTRUCTION. HANDRAILS SHALL COMPLY 5, RAILING SHALL WITHSTAND A CONCENTRATED LOAD OF 350+Ibs AT A MINIMUM. WITH ALL CURRENT VIRGINIA 6. ALUMINUM ALLOY SHALL WITHSTAND A MINIMUM PRESSURE OF 35,000psi BUILDING CODE REGULATIONS. THROUGHOUT 7. PICKET SPACING SHALL BE 3 %- WIDE. S'G°.FI.EWTIC OF ,"TAINI.W KALL RWIL PffTWIL NOT TO SCALE terfa. DiDrt�itfsrn Sy:�tern .... .d a.+a - . tnrr rR ... . Jr ; - .. '�'� i s - .. i .. ,..` I l °, --#'.. ... �~ � l , i i .. I.,,,?a,.,.�.,.,.:..__,,... .I n,aF.a,m,� _..r'S, .z �...,....✓''" 1 ., ,�. �is.tttatltt:a©Ii1rcT?titers.: €1ItXs erfoxrttedi�\f:Yb th�Su ticr: urclzts€.ri res nsil>l�.l'c`'r tt p y 1� � � . � FiltertaO initt protea:tiaars and subs�yitent cle'ua taut cast. This proem is "ot colt:Irteuct €rntil.,iii prnjeet site is fully sta'hifized and; leaned OV91Aii xmping, gr w"r, final paving iIsW stroct .8 Wee crntjplet0),*gatti0g tjle dance : rfcartstrllcti6it inatexialc inlrorlticta#uyg the FIt rr i s}ste p. Cwshaltbt&axdurdng ctlttst ttctinu tt t: to damage i#1c prof ctly� girt) at tot.) plates.. B, A,ck.litionuti iu{Les installation ofpiattl(s) �jtti ruulcb, la}'CN AS ncuc,,Kkiu�y.: Tn'daded INUI ttakane AIias li:i anoctly :in t ikd Filt�sW tuai1 is to be fit*14 4 by tlY 5uppti r, Or aSsapgli at}pruv sl cuntractsarfar a tnipirfintn period of 1 yea%; `flte cast of this s vire is to lea inLalutierl ssr.th price of ea:clt Fil?etra unit.ttdad rtaaintenanae cotrtradts Ara aailakTia at''e bra cost upnn r guest; B, AmiuA iladudod g4iW.03 anue Consists of a r unfinum of (2) sclledtded omits. TF'hs visits. w seiredttlr d s@aagtt tilt'; tltt sta lltg isif slit13s3s� cI1 atr up after tritttt r toa(ls that n ay include salts. and sau0s. The fall visit ha 1ps tltt systop Spy rantoviug excessive leaf litter- G. k�aolt:'Laciuded ;s,4atintcalaxn� visit cuitsisx�:af the fcli+awislg tasks,, 1.; Filte�ra'� urrit;zlsti+4�tiitsi 2: Fpruign del Tis, silt, m.01ta - tt"asir removal 3: Filter India evaluation and rcclwg as n ss.ary 4 Plata hcalth evaluation acrdprlutiFig or rep accMent as n+:"eesaar 5. fzeplacy`rltelst of rxrtrlclt 6, f"lisposal 8f alt mainicnance refns -,tains 7. Maintenance records updated and stored (reports ayxilable on, re It q) D. 'r§I ieginwilg an t ending date of Supplier's Obligation to xnainfain.the, installcd sly rn shall tie detenninned by the Stipp(icr at tlaP u'up the System is activata 0-ners must pro nptiy notify the 8atppizer.6fan-, danragc to the plasrt(s). which cortstitutc(s) an inttigral'j�art Of the bimtm ion ieclitrialag�; wwwfitterro,tm MIN, SITE RAIL CONCRETE SITE RETAINING WALL A UPDATED WALL DETAIL LIST OF CHANGES PROPOSED ON THIS SITE PLAN AMENDMENT: Coam A� UPDATED BUILDING FOOTPRINT - APPROVED W/ LOR #1 200 Ganzu etSuite K UPDATED LOCATION OF HANDICAP PARKING,REMOVED LANDSCAPING Cbarla r'l1ie, V& 22902 NMI PLANTING ISLANDS, NDS, AND ADDITIONAL PARKING SPACES. lamwy 25,2012 33 DUMPSTER ENCLOSURE UPDATED FOR PARKING LOT CHANGES AND ��evilew LFI" RELOCATED CLOSER TO THE ENTRANCE OF THE PARKING LOT. Claudus Center, Alb elmale ICau . A DW sin A RELOCATED STAIRCASE TO LOWER LEVEL S STREET LIGHT TO BE REMOVED Tbwllcyou %rsu the roviod plans oft25 Jan1,1a1ry2012ibrow vwiaw€fthe Cialidilts center p�jeot. 6 MODIFICATION TO SIDEWALKS AND OUTSIDE PATIO AREA Filta=!IIII swag, F10 (4x6) was stttdieaifor; 7x PORCH & STAIRCASE TO SIDEWALK ADDED TO THE PLAN •Plat'lr dFiltsmgboxsize 0 RELOCATED BICYCLE RACK *1111t=8 Wflft u *dUJO 4rfA VYMj*W811qOZW 9Wns 89ft1ff98fi0n g MODIFICATION TO LOWER LEVEL PARKING SPACES Pllum invert alavaiam aro higher *=of°dent utwart aisvaftmis .*� is lower then t1wFilbmaZalonitmn.(aput;ahwatim) 1fl RELOCATED DROPINLET&FILTERRAUNIT •The gnWitIg patterns ashes lbac flow andmtl i -en flow Zi UPDATED THE PROPOSED WATER METERS TO SERVE THE BUILDING • The mtome "tut dMin pose is shwd oorsoutly Aw omits pecpendioular to the wan etrl 'Paratyft a la t asswrmdrainpip°sisal°wFiitm=0 2 UPDATED LANDSCAPING PLAN WITH BUILDING, SIDEWALK, & PATIO • Formost effmint pkoamt ofFitter umm • 44' openks tltrta3t deWl and Alen lard nems on plans MODIFICATIONS The pl=taview oowt dad that the piftwO stnllaetur i fttod abm tel aitadend *0d 13 UPDATED WALL DETAIL apprcpxletalyto treatfrtwatertoour pablilmdapaaai$aatinm 14 HANDICAP PARKING DIMENSIONS & DETAIL UPDATED PER NEW LAYOUT Qpe lixW wa;eWawy wM tbow llpeci t IALwta is tb*ent upon*4 stomiwa'ieramit 15 LOCATION OF SITE LIGHTING UPDATED FOR CHANGES TO THE SITE boin inatallesl cnxtz Wy ad omft to tw pi;an% as svtoll as replar molftu ta;o beffig pfd. 4aballation nt;twiU beWtotheAuyaratlimeoferder. BUMPER BLOCKS HAVE BEEN ADDED TO THE PARKING LOT & SIDEWALKS um l etre 3rtaiallatiestt, 6pmeon attd Auinum= ttt+iommi vnil be made anuabia atptrrttlaquesk. ADJUSTED TO MAINTAIN $' MINIMUM Yom dIumly 17 THE RETAINING WALL HAS BEEN CHANGED TO A CONCRETE RETAINING WALL THE SITE PARKING LOT HAS BEEN UPDATED FOR THIS MODIFICATION. ' 1$ UPDATED SITE AREA CALCULATIONS, PARKING CALCULATIONS, AND Dwane Meat PROPOSED USES FOR THE BUILDING, Easulm Support ig UPDATED SITE NOTES Ffit=a gitlrelttattioaytatsmaII, REVISED GRADING PER MODIFICATIONS TO THE BUILDINGS, PATIOS & ll=aby hM rX4)799; CAST 1135.2V1129niai+tncraetPmad M(309)791 uc4jutt ansrsl; +mttates4talril. SIDEWALKS A;shW4 VA 23M ti; A&W 0,j�407 W7 Q7 SCOTT R. COLLINS�e, ? No. 35791 Short version BMP Computations For Worksheets 2 -6 LIST OF CHANGES PROPOSED ON THIS SITE PLAN AMENDMENT: SR 4• / ' \ SWM NOTES: Albemarle County Water Protection Ordinance: Modified Simple MethodUPDATED BUILDING FOOTPRINT - APPROVED W/ LOR #i py ' THIS SITE IS WITHIN THE CROZET COMMUNITY AND THEREFORE LIES WITHIN THE REGIONAL DRAINAGE `�I ®�, o /.,.c o BASIN, WHICH IS A WATER RESOURCE AREA. THE CROZET AREA IS BOTH A DEVELOPMENT AREA & A Plan: Water Resources Area: _ _ Development Area _ UPDATED LOCATION OF HANDICAP PARKiNG,REMOVED LANDSCAPING ��,��o��,y 45 4IT 0 ®ry �� \ \ WATER SUPPLY PROTECTION AREA. THE DOWNTOWN CROZET DRAINAGE BASIN WAS DESIGNED TO »------ »w..... _....r. »» ».,»_.,. , ______ J + o o� '� ACCOMMODATE THE FLOW AND RUN-OFF FROM THE DEVELOPMENT OF THESE SMALL I ACRE SITES. SCOTT R IyOLLINS Preparers _ FGM, PE Date: 24 -Jan -12 PLANTING ISLANDS, AND ADDITIONAL PARKING SPACES. ���a�� v,� / / O'y '� / DUMPSTER ENCLOSURE UPDATED FOR PARKING LOT CHANGES AND `' v �,,L �p/ THE MINOR RUN-OFF FROM THIS DEVELOPMENT SHALL BE COLLECTED AND RELEASED INTO THE U Na. 35791 111 Project Drainage Area Designation Claudius Center___.___..,,...w.__.._.W__.._.____,_____._._ __....____.._..__. RELOCATED CLOSER TO THE ENTRANCE OF THE PARKING LOT. ,Q®2�' �,�' s'� OFFSITE STORM SEWER WHERE IT WILL BE DETAINED VIA THE DOWNTOWN STORMWATER 021 Ibliyl�� '� � c�4 �� MANAGEMENT PROJECT. TO PROVIDE ADDITIONAL PROTECTION A FILTERRA INLET WITH A �'s� � � z I_ storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.7_ ] 4 RELOCATED STAIRCASE TO LOWER LEVEL 0-0- ®O PHOSPHOROUS REMOVAL RATE OF % IS PROPOSED ONSITE. 7ol�r�t E Rv mean runoff coefficient, Rv= 0,05 + 0.009p) STREET LIGHT TO BE REMOVED Gy �QQ� Q/ X02 TMP 056A2 -Of -00-071D 74 pj small storm correction factor, 0.9 5 V SMER LAN TRUST; z I percent imperviousness 6 MODIFICATION TO SIDEWALKS AND OUTSIDE PATIO AREA \ �� I STEPHEN LT -ARP TRUSTEE Cr P.O, CIX 2681' r' ��°. z_ B annual precipitation, 43" in Albemarle �/ A project area in acres in subject drainage area 0 44s` (Project Limits} PORCH & STAIRCASE TO SIDEWALK ADDED TO THE PLAN CHARLOTT VILLE, VA 22902 g. , .I. » , w 7 C pollutant concentration, mg/I or ppm target phosphorus \ DB l36 PG 545 \ ZONE : COMMERCIAL f factor applied to RR A RELOCATED BICYCLE RACK V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) g MODIFICATION TO LOWER LEVEL PARKING SPACESfn %RR removal efficiency , RR100/L(post) / /� to RELOCATED DROP INLET & FILTERRA UNIT \s \ r / � `° Z z Impervious Cover Computation (values in feet & square feet)_-._ lie m _ __,________. __-.__ �1 UPDATED THE PROPOSED WATER METERS TO SERVE THE BUILDING jpre-development .Area post -development M _.,_....._..._ w._..._-_...-_..__..._»„. Area Mm ITH BUILDING SIDEWALK & PATIO \ / / _....-M,,,..._.,,. ,w.. _ �2 UPDATED LANDSCAPING PLAN W .q / / rfr f. ,� Roads subtotal # Roads subtotal ........ € % ;Proposed Road &Parking I» 8 000 I ,___ _,__ m, ____ _ __ __ MODIFICATIONS `� %i , , � r„ �, 0 � t�/., �T I� �i % t fry I{ � � � � U. a \ /j 3 ..... ........... b \ s d}_,._.,......._......,.._._....,....._,,...._.,_._„_,__I # ... ..._.._,.,u.,. _.,.__.._.......... _.,_..._..�_.-..a..,,._..._,,....-...A.,......._.._.._......,_. ..,,, ...,._.,_..__...._.a__.... -._..__ UPDATED WALL DETAIL r% 1 ® Z.y 0 0 { a 08©�{ i.._,...-.__.,,._.__...� IDrivewa s & Walks subtotal ; iDriveways subtotal _ y 4 HANDICAP PARKING DIMENSIONS &DETAIL UPDATED PER NEW LAYOUT/. �// r 0. 0 ¢ ....._ ___.._.... TMP 056A2-01-00-t)71D %I %� /r ? iPro osed Sidewalks i,9�00< \ I t I / ` / Band walks I f._._...._,__,..,...._._{.-_ _._ _,.° I p -. :.._........__ .............._.__i__..___.._._____..__; DAMMANN CHARLOTTE B &SARA /,� /: N >- H y I_.._x..Yr_ ».r_», 1 ' �S LOCATION OF SITE LIGHTING UPDATED FOR CHANGES TO THE SITE rI . .., . # »...,....# { »,»»,,,,. .»,».,.,.,,..,9 ................v»,»,,.,.,3 ..,.__ _1,900 \ �I, /f� it J LEE FRIZZELL S ly �_____.____.____.._.___ 01 ......... _....._.m..__._. _y_.....-_.__._.,..,. ... _ _ _ .-.._ \ rf �' rL Parking Lots I Parking Lots J BUMPER BLOCKS HAVE BEEN ADDED TO THE PARKING LOT & SIDEWALKS 2958 BARRSDEN FARM r �- �. I ' !' f' rl s�-1 0 0 Q Sf. .-.-, _,_,. ._ » ..,. _., .. ____..,.-.....,.__..__ ...,___.._ ._........................ . ... CHARLOTTESVILLE, VA 22911 r :. u_, w w Z m µ V / t ir, w c F ... I ._.__.._..__._.. ADJUSTED TO MAINTAIN `MINIMUM - 1 o S / DB 4355 PG 10-15 ' '” rr j ' ; r ,� `-' Gravel areas Area i Gravel areas_ / \��\ 4%� `” w i ------ � �► '� DB 406 PG 496 / � /,� / �. � l ix 0.70= i 0® x0.70= 0 %, \ _.............__._..__.._,__._..__-..-._._.__....._.______........-.-___..____._..,_._._.---...___....,.-_.,.....,_!._____.,._..,.,_..-.._.______ BEEN CHANGED TO A CONCRETE RETAINING WALL. r � THE RETAINING WALL HAS \. �, � �/ � '- �-_....___._..__._�.._..,..._....,....__.__.._.._...-...._.__._....__ _. 7 (,' dt� DB 833 PG 003 / r ,...., u: (Structures Area no. subtotal i Structures Area no. subtotal , - // Jt ,Ce _•.,._._ ... ' _ _.... , ...,.. ..n ,,:...,. ,,_,_._......., m._..,._� 'qac C i I 5 3�17i Q$ 324-92 Proposed Building ;... __...„ THE SITE PARKING LOT HAS BEEN UPDATED FOR THIS MODIFICATION. til `�; r. ._.__...-.._...._. T 4: , ZONED: COMMERCIAL / r %r ? 5347 _-__,_..-._._-_..__....._.__...._____________...._.._-_.,...._.-.____.__.__...__.._.._....__.__._...__....._..,..__...__-._..-_.-._.,___...-._..._..,.__.-../i8\ UPDATED SITE AREA CALCULATIONS PARKING CALCULATIONS AND � 1 to !Actively -grazed pasture & Area I Actively -grazed pasture & Area l �- 4:/ f 1,554 yards and cultivated turf ».,...,..,,.4,181 x 0.08 = 334 PROPOSED USES FOR THE BUILDING. -S $' yards and cultivated turf 19428ix 0.08 - l Active crop land Area Area » PF O j I i_ -._..-m__.._._.._. I x o.25 = 0 x 0.25 - o s UPDATED SITE NOTES Q �� OtherImpervious Areas Area i (Active crop land o REVISED GRADING PER MODIFICATIONS TO THE BUILDINGS, PATIOS & €x 0.70 = 0 0/4 impervsous Cover8_111%jlrnpervious Dover pr % SIDEWALKS I� /r ` w /` i.,,».....•. » ».».,. ((e) ](post) 4 Rv ost iI /+ . P 0 77 24 0, # TMP 05W -Q1-00-02 $ 1 ,3 r c / TMP 056A2 -01-00-071A0 � �q C: DAMMANN CHARLOTTE B &SARA LEE 3..._...,_„_..__m._w...r ALEXANDER, MICHAEL /. r/ j fr, FRIZZELL n Areas existing impervious cover <= 20% 705 INGESIDJE LN \\ -New Development (For Development , __. g _I?).�_ _ _ ' / � � fIG � 2958 BARRSQEN FARM CHARLOTTESVILLE V442901 / � � --- \\ ! r I r � r ' Rv re 1 L re L (post) RR % RR Area T e CH LOTTESVILLE VA 22911 C # I (pre) * a (p ) (p (p ) Yp I - ' / / »x »»,» ,,»r...».,,..u,� . »,»�,,.y..,.,._, u,., »,.uw„ ,,,.»,,,,,,,, ,,,,,,,,,,,,,, ,,, ,»N DB 1600 PG 191 \ '` t ° 70% Development Area i \ / 0 4355 PG 10-15 0.70 ; 1 00 20 /° i 0.23 0.63 t 2.1 i ` 1.48 { : ZONED. COMMERCIAL \ .' € f DB 46 PG 496 . ..._.,_.....I___.,.__,_._.0 ..................__,-..,._, ......,-_.__...i___...w_..... __ ....._..- ..._,,._ ».., .:..:,.ss..........,.: ,.,...::.. _. ,._._.._w.»_..,. -. _ , ,_,.. ....._.w,_,, ,...,. ' MEDICAL OFFICE DB 83SPG 00 min_ values Z / / r -' / ,;s} ��.. \ \ /�� %� p�'•t ��� /,'� �/�°..l DB 32`2 f j �” ZONED: COMMERCIALL9 / 1r /I / - ,/ � / �,.. � / `; � -., wry � \ ,,/� �•! f�/� . J�' � j2•� j�` 1 /`_ � jam... 'v i Q l4 jf(/ f/ `' �, � - �" / ++�' / "`�• \. ' J ° 1, / � � • f . i/ I C -- — i-\ 'Q11— / TM 056A2-01-00-0UJ 2 v. UCH, E#Ei'fY ,l0L •�. / -.<, �, ° � P.O. BOX 205 l / J STR- 10 & FILTE INLET d \ r% > CROZET, VA 22932 / J - - % ; a� DB 3839 PG 632 1 / t, — 1 0.32ac. .:; . ,.,. o /� . r ZONED: COMMERCIAL CW --.90.- j;d {t 1, /' / c v. �a / / Tc=Smin, -7315- Y` _ / / ,_,a °` r, LACMAT &DRY CL HERS / ! j UJ °ao / STR. 4 o - K / 0.088C. \ a L _.90 Tc=Smin iz _-1 L9 F_ 06 GV 4 c0 1I STR. 1 � .s Z TMP 056A2-01-00-0710 0. c. UJI I LU 1 o�CIV f 4�} �° �� / 8 CROZET NEWT i�fN ASSOCIATES L CwI=0.35 ��� �� a � Tc=Broin. - C w 1 4 300 SECOND STREET ST NE ye ;1-..4 ' J CHARLOTTESVILLE, VA 22932 sj DB 4568 PG. 724 ;ZONED: HEAVY INDUSTRI L c -�.• „ o .4 4 �`\ / 6 ° USE: LUMBER YARD CURR TLY C UNDER REVIEW FOR ONING > �aY STR. 6u �wyi4iy1 n ui 0.35ac. a�... q cfa . 1 w - ' ' a - -/ ° i Cw=0.37 z 7 4.. _ 2 pjj w gQ .,. / Tc=Smin. co LL ROOF DRAINA (0.13ac.) SH`A z CL /S7 PIPED DIRECTLY TO THE STORM $fWE - _ as 4 ' z LIS _'-'8 ttALL N T Ou I FALL ONTO IHE W - - ..I U ----696-- - - _ _ f' a <a '/. � (63t9' J�� SIDEWALK D WHERE SSIBL Q w --__ y� _ �J . a 4 Kt � � �� � � ® z 14 .a .-- �C l E THE WE S E 0 THE. c 698 _- _ C7' " 4 Cit BUILDING S LL OUTFALL {i T / { d ° - - PERVIOtJ AREA BETWEEN THE 4. 13� 00 I 1 . 4 _ c BUIL ING &ALLEYWAY. - / - ° : ° _ > 700 - - _ --ate 4 3h - `-1. �` a 4W C UJ THIP06A2-tI1-40-020 — - - -�_4 -f a '� !awl ° oCC COUNTY OF ALBEMARLE..�� C/0 FINANCE ADMINISTRA'RON RM_14R_ 704 __01_M_NTIRE RD as 70 �- - I CHARLOTTESVILLE, VA 22902 14+00 DB 3239 PG1326 _-=/0a_ ___ _ J �. // ZONED: RESIDENTIALCD STR- r,} / USE: FUTURE SITE OF CROZET LIBRARY ( �- �Y _ �'' - 4 / 4 4, ' a a "- 0.26ac. %5 4y= t _ + DO a 712- 8A. '`=----_._ _._-._____ .4 a• Qa .rl -A a• �' ~-=�.:::��..._ `_ Cw=0.45 `�UJ 9 - d _ -- Tc=8min. F�TORELU R. WOT AD 71 �✓ pp +50 � , % ---� =;» _ SST �� p ®FTH15 Jos No. j/ 112055GRAPHIC SCALE � _ - � =-�.: _ _ �--�` SCALEp} � 20 0 10 20 40 80 r44t_ j'�=201 C SHEET NO. IN FEET) 1 1 inch = 20 ft. r I/ 1 - :: DP -1 LL9 it3 i 4 0+50 1+00 1+50 2+00 2+50 2+75 710 710 C Table 7: Grade Inlet Design Table INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) STR - 3 -- - -- -' ----21.57 Intensity 4.00 I � I i depth) RUNOFF FROM THE -- Mannings Coefficient, n is 0.013 INLET STATION SLOT LENGTH \\ AVENUE Intensity 6.50 TOFTHI (Intensity is 4 in/hr for spread, and PROPOSED Inlet CG -6 1.12' Hydrology OF PLANS) VDOTSTD. IS -1 REQ'D Curb and Gutter o 705 DEVELOPMENT - i 4 us DRNG. 11+02 15" CL. Ill 705 VDOTSTD. IS -1 REQ'D 3 15 _ & 8" W/L I n = 0.01 for HDPE GE - O i 91.81 LF 705 6.40 Z> z TE Pipe I U fl. 0 Inlet H drol0 r 6 PPROX.LOCATON&ALljNMENi CN CK 15 OF BURIE STORM i amiCO O�O iGl. III RCP t 113-4 EXTENcz f0N C TRAAC +FAtt-T U ali ❑ _.. .- 6 O N & INSTALLING O SEWER 04 1- c RM SEWER LOCATION i' + o� 4 0 11.43 77.53 3.91 /0 7 & INVE 7100 T. CONTRACTOR N 700 v i as o w O ANY DISCREPANCIES m O o 700i STRUCTI N OF ST 9J R. cz U : O. 0 p i? N W f o 'Cn. o f C1 0rrz a :8"5120_ EL > _r r00o r.(0 U U C9: O .: cr -- co 2.6720 cn rn. 2 2B �0 (OZ Z 0.26 0.45 0.117 0,47 0.00 0.47 I / 0.0200 ? 0.083 :' 4.15fl0 4 2B 4.0 0.08 0.90 0.072 0.29 0.43 '. 0.72...::: 0.0040 0.0550 2.0 0.083 Q> j ` tor- Z_. EN RE MA HOLEI I PROPOSED LEV LOWER L OFFICE� 0.0390 0.0244 695695 0.083 L3.4016' 12 2B RINA IS FLUSH WITH / { FF E=704.5' 2.0 0.083 "12,3881; m 0.23 NA T P OF ASF HAL j oCL E 698.02 58.40 15 4.11 0.004 0.24 3.3 0.0 V W CU A ii. o .' - � --- - 1EXISTIN 24" I PROPOSED 6" LA1 ERAL SHALL U 690 690 OJCL � STORMS WER ! "+; CONNECT T MH #z. ATERAL INVERT N N/A 0 \ , �l. x o - rn Y Z (INV.=68 .6z) 111 HALL BE �ViAINTAI 87.30'. LATERAL A MINIM S M OF 18' ALL OF N 47 XiSTING O> 4;1 " SEPARATION LINDEN THE EXI ING \ N 2M 690.22 GRADE 24 S/L- -& ---- -- - - - -- -WATER- INEAI-1- CROSS, -G. - -- ~ z Y E I _.-.._.. I --(8" 24 DRNG I \C <y♦\� O,.. U 685 O`,.r<,:Gd••,: 2i ! , 4 -mil POLY -WRAPPED CL. 52 1 DI Oo 685 0. 00 - > O OJ 8" 0 .00 n ..... C.!) .. ` ( . -.. .. C? I 138,69 LF ® 1.70% 0 000 05 E Ci f C NTRACT�R-SHAt�L_ ¢ TIE _EXI TING - ------ - -- - i ------- -- - 3 \� SANITARY CONNECTION. SE ER VIA CONTRACTOR _INTO i- DOG fiOUSE MANHOLE HALL VERIFY O s C� o 680 J INVERTPRIO U TO INS ALLATIQN OF SANITARY 0 0.00 j 0.00 680 TIE INFO EXIST, G CON FRACTOF SHALL CONTACT ENGINEER IF U 8' PVC SIL 0.26 ANY DISCREPANCIES 0.00 I 0.0750 0.0200 2.0 O.fl83 4.1500.- 0 9 4 { 4 0 63 0 15 7fi : lOCCUR. - --- -E ----- 1 -- - ---------- --- - -- - -------- 0.0 675 4.0 o.os o.9a .47 0.072 0`� 0.97x 3 0.0040 0.0550 2.0 675 1. 91:: 50 ♦� fes- L 0. 1113' .I 0 396 5.50 7 f 0- 3 L `�� � . 0 .47 0.00 rJ N M CID 0-) 6.0 . 2 03 09 0 1. 0.2$8 87 0.00 co Q0 co 2.0 0.083 3 4016' : 0 .78 C Table 7: Grade Inlet Design Table INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) STR - -- ---- -- - -- -' ----21.57 Intensity 4.00 LF 0 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) RUNOFF FROM THE -- Mannings Coefficient, n is 0.013 INLET STATION SLOT LENGTH \\ AVENUE Intensity 6.50 TOFTHI (Intensity is 4 in/hr for spread, and PROPOSED Inlet CG -6 1.12' Hydrology OF PLANS) VDOTSTD. IS -1 REQ'D Curb and Gutter o 705 DEVELOPMENT - i 4 us DRNG. 11+02 15" CL. Ill RCP VDOTSTD. IS -1 REQ'D 3 15 _ & 8" W/L PLUG n = 0.01 for HDPE GE - O i 91.81 LF 0 0.56% 6.40 Z> z TE Pipe c, U fl. 0 Inlet H drol0 r 6 PPROX.LOCATON&ALljNMENi Hydrology. CK 15 OF BURIE STORM SEWER PIPE iGl. III RCP BY A GEOTECHNYCAL 113-4 EXTENcz f0N C TRAAC +FAtt-T U ali ❑ _.. .- 6 O N & INSTALLING O SEWER TO V:-:RIFYSTC RM SEWER LOCATION i' 0 0 11.43 77.53 3.91 /0 7 & INVE 7100 T. CONTRACTOR N NOTIFY HALL NO v E ERING as o > 3 ID :f ANY DISCREPANCIES m O o 0 U STRUCTI N OF ST 9J R. cz U : O. 0 p i? N W f o 'Cn. o c� .' d: CO CO C1 V a :8"5120_ EL > _r ¢ U U C9: O .: cr cn co 2.6720 cn rn. 2 2B 6.0 0.26 0.45 0.117 0,47 0.00 0.47 0.0750 0.0200 2,0 0.083 :' 4.15fl0 4 2B 4.0 0.08 0.90 0.072 0.29 0.43 '. 0.72...::: 0.0040 0.0550 2.0 0.083 1.5091 10 3B 6.0 0.32 0.90 0.288 1.151 0.00 1.15 0.0390 0.0244 2.0 0.083 L3.4016' 12 2B 4.0 0.13 0.35 0.046 0,1$ ;i 0.00 " :00a., 0.0244 0.0067 2.0 0.083 "12,3881; o C° ® � 725 725 730 730 IIId•.- STR: 6 LOW T ST : 10+58.50 000 4 np VDOT STD. DI -2C (L=6') LOW PT EL V: 713.88 J, - ---- 0 ---- - _----------- N o .000 STA. - --- - --- STA. 11+01.81 ------ ------------ Il _-I- (4 P- TP=7i 4.68 P 1 ELE11 :713. 7 720 J o `�° i '-�?zo 72o INV IN: 708.40 TO 12 K:1D.01 725 Noon oaoa a INV OUT. 707.40TO4 f I cn .j-cVl- lj j ��IZ ZZ 2" GO PER DOMESTIC Oo Orn Q f., F) o� „ r 5ER 10E LIN AND O d= ? - - - --- -- f-- - -- - - -- - -- - ' - -- - - - - 1-1 2" -M€TER--- AtJ L - -. _._.. --... _ _....- - - - __. p .`� Q0..- / + +r I- + o li > XISTING - STIR. so o r N V LO 715 z GRADE DoT DI L=s' 715 720 '-' ' 1 Lo r :: ~o �� 720 1.6' (DRNG. / / TP= 3 .z6 O >, U m U LLL � > (n G MPLETE F.H. W L ATERA S 7 ERViCE LINE w 2 CO P. EXI TING } INV. OUT =7 0.25 T 4 STOP AND 1" METER. G ADE W ASSEMBLY w/ 8"x6" - _..---... . - - - _.. _-...-._-.....- --- - -- - -- - ------------------------------- - TE & 6" VALVE �X) TING 8�-PR POSED TEE EDUCE TO ACC MMODA E A 4" VALVE. PROPOSED 710 D. N�FRL G E 9 710 GRADE ,� 0 715 - BREAK EXISTING PIPE - 5 1 ° l AND INSTAILLAVDOT AVENUE I 2 3.0' PROPOSED 8"TG.V.ND CAP"CL III RCP MIN WATERLINE UTURE STD. DI -zBTO INTERCEPTTHE-- STR - -- ---- -- - -- -' ----21.57 ALIGN LF 0 8.39% IMATERIAL RUNOFF FROM THE -- Ln INLET STATION SLOT LENGTH \\ AVENUE Intensity 6.50 TOFTHI (Intensity is 4 in/hr for spread, and PROPOSED If) CG -6 1.12' 517T OF PLANS) VDOTSTD. IS -1 REQ'D .50% o 705 DEVELOPMENT - i 4 us DRNG. 11+02 15" CL. Ill RCP VDOTSTD. IS -1 REQ'D 3 15 _ & 8" W/L PLUG n = 0.01 for HDPE GE - O i 91.81 LF 0 0.56% 6.40 Z> z TE Pipe c, DI -2B Inlet H drol0 r 6 PPROX.LOCATON&ALljNMENi Hydrology. CK 15 OF BURIE STORM SEWER PIPE iGl. III RCP BY A GEOTECHNYCAL 113-4 EXTENcz f0N C TRAAC +FAtt-T S:FDIG-fl OR-TO-RURCHAS ali ❑ _.. .- --.._.... _.._._ 6.2 & INSTALLING STORM SEWER TO V:-:RIFYSTC RM SEWER LOCATION i' 15 0 11.43 77.53 3.91 /0 7 & INVE 7100 T. CONTRACTOR POLY -WRAPPED NOTIFY HALL NO COL INS ENG, E ERING F k�\0% 706 ANY DISCREPANCIES F?\�`is' PRIO TO CON STRUCTI N OF ST RM SEW R. TIE - If J J J.1� 2� N i? O W ttf LU Ld 'Cn. N t 7 CO CO C1 V C9 Ch :8"5120_ � ( I`• � � 0 80' : :' 0.38 Li Li 0.90 2.6720 ! 0.1552::.: 3.85 1 04 10+00 10+50 11+00 11+50 12+00 -for inlets draining to stormwater management facilities, where overland tlow to tacllities Is not availaale, I uu ro capture is reyulieu at o.Jn Irr ii Table 7: Grade Inlet Design Table INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) STR I inlet INLET INFORMATION Zv: NO. ALIGN ENT OF IBRARY IMATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH \\ AVENUE Intensity 6.50 TOFTHI (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) CG -6 f 517T OF PLANS) VDOTSTD. IS -1 REQ'D .50% o fE BEFOE CoM �N ACTION 4 us Mannings Coefficient, n is 0.013 11+02 4 713.68 VDOTSTD. IS -1 REQ'D 3 15 PROPOSED n = 0.013 for RCP PLUG n = 0.01 for HDPE GE - O O - 24 6.40 +a c Ql /CONCR TE Pipe c, DI -2B Inlet H drol0 r 6 712 .20 Hydrology. CK 15 --_ Curb and Gutter iGl. III RCP BY A GEOTECHNYCAL 113-4 IInlet C v 13 0 ENSU E 12 ali ❑ cri > 6.2 DI -26 I PROPOS > 1 rr i' 15 0 11.43 77.53 3.91 /0 7 708.40 I CI. Iii RCP POLY -WRAPPED C _ . O N k�\0% 6 0 F?\�`is' O coCn Q r r rr -- TIE - If TING 8" WIL J.1� 2� R LIBRAR 0 0 707.40 22.01 0.52/ 707.29 W ttf fn 'Cn. J J.:3a£'4•':"�"```Xr, Q C1 V 0.98 :8"5120_ ! 10.1463. 0.1634 s : 7.51 0 80' : :' 0.38 0.09 113-313 0.90 2.6720 ! 0.1552::.: 3.85 1 04 0.43 0.00 E 96.41 15 :10.41113 _L1B13 0.44 3.5 IAiF - D OTHE RWISE 0.86 10.14119: 0.1465 . 9.63 0.;1512- .\ `u 0.72 _ 0.43 4 0.90 3.$312 ',10.1596: 0.1504 ': 3.79 1 0 : \f1` 0.18 0.00 Q -for inlets draining to stormwater management facilities, where overland tlow to tacllities Is not availaale, I uu ro capture is reyulieu at o.Jn Irr ii Table 7: Grade Inlet Design Table INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) STR PIPE INFORMATION INLET INFORMATION Zv: NO. ALIGN ENT OF IBRARY IMATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION AVENUE Intensity 6.50 TOFTHI (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) CG -6 11+37 517T OF PLANS) VDOTSTD. IS -1 REQ'D .50% T A TIA fE BEFOE CoM �N ACTION DI -2B Mannings Coefficient, n is 0.013 11+02 4 713.68 VDOTSTD. IS -1 REQ'D 3 15 PROPOSED n = 0.013 for RCP PLUG n = 0.01 for HDPE GE 686.77 31,48 24 6.40 2 /CONCR TE Pipe c, DI -2B Inlet H drol0 r 6 712 .20 Hydrology. CK 15 --_ Curb and Gutter iGl. III RCP BY A GEOTECHNYCAL 113-4 IInlet C v 13 0 ENSU E 12 ali ❑ cri W > 6.2 DI -26 CG -6 PROPOS D 8" -m 1 rr i' 15 0 11.43 77.53 3.91 /0 7 708.40 I CI. Iii RCP POLY -WRAPPED C _ . 58.92 24 k�\0% 6 0.04 2•(0 52 D.L W/L D12C r r rr -- TIE INTO EXI TING 8" WIL LINDE R LIBRAR 0 0 707.40 22.01 0.52/ 707.29 I Cl. Ill RCP & AVENUE U w/ AN 8"x8" TEE & 3- 8" G.V. 1.95 3.90 0.90 -EWER • CLI AND ABANDON EXISTING STUB PIPE 149 0.136 CL NA BLOW -OFF ASSEMBLY. 688.51 HE 8" V VE ON T E 96.41 15 �`, _L1B13 0.44 3.5 IAiF - D OTHE RWISE in 5 CL SED & T E PROP OF SED WA ERLINE I 0 , - fi iy s S -10 a1 o . AVE w 0\ \\:La a \� t DRY UN1111- Q Y 1 4.1 3.3 E DEVELOPMENT 0.2 TAP, TE T&INSPCT m 0.23 NA NIA 0.67 691.79 oCL _jn < 698.02 58.40 15 4.11 0.004 0.24 3.3 0.0 V W CU A ii. o .' - � --- .: t' .\. xLIJ p C o Ce U o _ 0 OJCL � 44 o (4 ;... o 3 c N N/A 0 \ , �l. x o - rn Y Z U E E : S 710 O N 47 tt5 U \ N 2M 690.22 O 24 h 1 0.000 O LL N N ~ z Y E M \C <y♦\� O,.. U O`,.r<,:Gd••,: 2i I E F C 0.5 Oo 0 0. 00 113 > O OJ NA 0 .00 n ..... C.!) .. ` Q . -.. .. C? U a u r ,.... ., :,.fat"• 0 000 05 E Ci Ci ¢ 0 c n O 3 \� > W O s C� o a> J ¢ U U Ci 126 0 0.00 NA 0.00 0.00 690.23 698.33 J J U 2 2B 6.0 0.26 0.45 0.117 0.76 - 0.00 0.76 0.0750 0.0200 2.0 O.fl83 4.1500.- 0 9 4 :3.5120 4 0 63 0 15 7fi : 9 42 0 6 4 �\'� 3 4 0 8 0.28 113-313 0.8 0.0 4 2B 4.0 o.os o.9a .47 0.072 0`� 0.97x A.44: 0.0040 0.0550 2.0 OA83 1. 91:: 50 ♦� .7 0 6 :2.6720: 0. 1113' .I 0 396 5.50 7 f 0- 3 L `�� � . 0 .47 0.00 21.6 0.013 10 3B 6.0 . 2 03 09 0 1. 0.2$8 87 0.00 1.87 0.0390 0 0 244 2.0 0.083 3 4016' : 0 .78 :3.4064: .419' 0 1 0.1351 12. 39 .` \ a .\`: a 48 ,.\ 0 a �+. 0. 0 9 4.97 4 3.05 12 2B 4.0 0.13 0.35 0.046 0.30:: OAO 0.30 ' 0.0244 0.0067 2.0 0.083 1 S 12.388. .L 4 ,�, 0.84 .832 3 1 x.1596 0.140$ .' 4.84 +tr .,y:` 0.83 r.•:;: 0.25 0.05 6 8.82 -for inlets draining to stormwater management facilities, where overland flow to facilities is not available, iuu-% capture is requireo at ti.ann/nt 10 0119190 LIB ARYAVE UEC/L _____,--_-_ _-,_ _ WATERLINE EXTENSION (ST I. 13+46)_ !. °�o -- TIE INTO EXISTING 8" W/L UNDER LIBRARY! AVENUE VIA w/ AN 8"x8" TEE & 3- 8" G.V. U 710 CUT AND ABANDON EXISTING STUB PIPE & 40 BLOW -OFF ASSEMBLY. THE 8" VALVE ON ( RNG. THE LIBRARY AVENUE WATER LINE SHALL & W/L REMAIN CLOSED & THE PROPOSED __--�-..---- - _-- -- .rRAPPED .- .1 `5" CL. III RCP WATERLINE IN LIBRARY AVENUE SHALL 77.51 LF ®3.91 REMAIN DRY UNTIL FUTURE DEVELOPMENTS PROPOl TAP, TEST & INSPECT THE WATER LINE. POLY705 CL. 52 Q.I. W/L JL d N LO N L0 O 00 0 W W L6 +t} t9 P15 4 � L0 w U_ 10+100 10+50 11+00 11+5011+75 'BARNES DRIVE 10 STR: 6 VDOT DI 2C, L=6' STIR: 12 STA. 11+01.81 VDOT DI 2B, L=4' TP=714.68 STA. 11 +47.79 INV IN: 708.40 TO 12 TP=715.82 INV OUT: 707.40 TO 4EXIs NG INV OUT: 711.43 TO 6 Y GRAPE - - - - STR: 4 PROPOSED VDOT DI 2B, L=4' GRA E 715 r STA. 11+01.81 >. TP=713.68 >_ INV IN: 708.44 TO 10 1.40' INV IN: 707.29 TO 6 RNG. & INV OUT: 707.19 TO 2 W/L 1 710 RCP 710 PROPOS ED 8" 4- � OLY-W APPED " �'� C+1"• g �' ? 52 D.I. W/L 1 i V, �- EXTENSI '?� BARNES DRIVE 705 15" CL. III RCP 705 22.01 LF 0 0.529 702 702 J ¢ CD . O 0 C 10+00 10+50 11+0011+25 STR. 12 - STR. 4 PIPE DESIGN STR PIPE INFORMATION INLET INFORMATION Zv: NO. ALIGN ENT OF IBRARY IMATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION AVENUE (NOT PA TOFTHI 21.57 8.39% 710.25 708.44 ICI. Ill RCP 3.d' CG -6 11+37 517T OF PLANS) VDOTSTD. IS -1 REQ'D .50% T A TIA fE BEFOE CoM �N ACTION DI -2B CG6 11+02 4 713.68 VDOTSTD. IS -1 REQ'D 3 15 PROPOSED n = 0.013 for RCP PLUG n = 0.01 for HDPE GE 686.77 31,48 24 6.40 2 /CONCR TE Pipe c, DI -2B CG -6 H drol0 r 6 712 .20 RUST BL CK 15 --_ 702.81 iGl. III RCP BY A GEOTECHNYCAL 113-4 Pipe C v 13 0 ENSU E 12 ali ❑ cri W > 6.2 DI -26 CG -6 PROPOS D 8" -m 1 rr i' 15 0 11.43 77.53 3.91 /0 7 708.40 I CI. Iii RCP POLY -WRAPPED C _ . 58.92 24 6.18 6 0.04 2•(0 52 D.L W/L D12C r r rr -- TIE INTO EXI TING 8" WIL LINDE R LIBRAR 0 0 707.40 22.01 0.52/ 707.29 I Cl. Ill RCP & AVENUE U w/ AN 8"x8" TEE & 3- 8" G.V. 1.95 3.90 0.90 -EWER • CLI AND ABANDON EXISTING STUB PIPE 149 0.136 0.22 NA BLOW -OFF ASSEMBLY. 688.51 HE 8" V VE ON T E 96.41 15 4.35 _L1B13 0.44 3.5 IAiF - D OTHE RWISE _ 5 CL SED & T E PROP OF SED WA ERLINE I 113-3C _ AVE UE REMAIN DRY UN1111- Q Y 1 4.1 3.3 E DEVELOPMENT 0.2 TAP, TE T&INSPCT m 0.23 NA NIA 0.67 691.79 70318 _jn < 698.02 58.40 15 4.11 0.004 0.24 3.3 0.0 V W uj A ii. o --- G p C � Ce o N 0 3.7 - 44 o (4 C 0C 1.54 2.35 N N/A 2.59 700.61 e Y Z U E "' 710 47 tf N 2M 690.22 O 24 O 0.000 O LL 0.6 O a) ~ z Y E 113-2 N E N 0.5 Oo 00 0. 00 113 > 0.01 NA 0 .00 n W Q C? U 18 U 0.000 000 05 00 Ci Ci c n O u_ > W 0.00 126 0 0.00 NA 0.00 0.00 690.23 698.33 Pipe run: 10 - Existing Pipe 708.29 22.01 15 1.00 0.000 0.01 0.8 0.0 10 4 0.32 0.90 0.288 0.28 8 5.00 6 6. 7 1 .92 1.92 2 710.5 708.44 21.6 0.013 0.0839 15 0A 1 8.71 0.00 9.65 - 5E-04 0.04 NA 0.00 4 2 0.08 0.90 714.68 0.072 0.535 77.53 8.45 0.26 5.71 0.41 0.2 3.05 707.19 706.68 91.8 0.013 0.0056 15 4.83 4.15 0.37 12 2 113 3B 0.26 - 0.45 0.11 / D.652 8.82 5.6 2 0.66 3.66 93 706.58 702.81 42.9 0.013 0.0881 15 715.82 19.17 703.81 11.90 15 0.06 0.003 0.14 Pipe i run: 12 - 4 0.0 2 3.1 2.5 1 7.6 12 6 0-03 =0 0.067 0.046 0.046 8. 0.21 5.81 0.26 0. 26 91.81 711.43 708.40 77.5 0 D 3 1 0.0391 15 12.77 3.91 0 .33 6 4 0.35 0.37 0.130 0.175 8.33 5.73 0.74 1.00 707.40 707.29 22.0 0.013 0.0052 15 4.66 0.1 3.00 0,12 0.098 Existing Pipe run: Ex. 113-1 - Ex. 113-3 NA 0.09 fl.29 707.97 713.68 709.44 21.57 15 1.92 0.001 0.02 1.6 0.0 113-2 0.15 0.90 0.135 0.135 5.00 6.67 0.90 0. 0 692.70 688.75 40.3 O.D13 0.0980 18 32.89 709.47 7.93 0.08 ��l-1 -2 113-3 0.14 0.90 0.126 0.261 5.08 6.64 084 1.73 688.65 688.62 40.5 0.013 0.0007 24 6.16 1.68 0.40 Existing Pipe Run: Ex. 113-313 - Outfall 113.38 113-3C 0.09 0.90 0.081 0.733 8.88 5.61 0.45 4.11 702.71 697.02 58.4 0.013 0.0974 15 20.16 12.75 0.08 113-3C 113-3 0.05 0.90 0.045 0.778 8.% 5.59 0.25 435 696.97 690.12 96.4 0.013 0.0711 15 17.22 11.65 0,14 113-3 113-4 0-08 0.90 0.072 1.111 9.10 5.56 0.40 6.18 688.52 686.65 58,9 0.013 0,0317 24 40.30 9.19 0.111 11x-4 OUT 0.05 090 0.045 1.156 9.20 5.54 0.25 6-40 686.55 685.17 31.5 001 0.0438 24 47.37 10.39 0.05 Pipes analyzed under full flow conditions. 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' r (DRNG. 8" W/ 11 � / r r r r r r r / rr' r r r r / rrrr / rr rr r , 5 0 5 10 FEET VERTICAL SCALE: 1"=5' PVI STA: 4+75 00 P I ELE :724. 4 LVC: 50.00 i-- m n o - C A 0. z OO / U_ . 0 U-) I99 / r / / r r r r' r C L OF E ISTING Lu w LIBRARY AVENUE / rr�rr Z > > / rrrr w La N O 0 Lu rr r i rr rr r�rAPPRO . LOCATION OF EXISTING 8' POLY -W RAPPED D.I. W/L 2.94' 6" S/L & 8" W/L) as !t� Lil in N N N 00 d O LeJ Lig rn of O O o d d 06 W U_ 10+50 11+00 11+50 12+00 12+50 13+00 13+5C 14+00 LIBRARY AVENUE DRAINAGE DESCRIPTIONS STR PIPE INFORMATION INLET INFORMATION Zv: NO. ALIGN ENT OF IBRARY IMATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION AVENUE (NOT PA TOFTHI 21.57 8.39% 710.25 708.44 ICI. Ill RCP 3.d' CG -6 11+37 517T OF PLANS) VDOTSTD. IS -1 REQ'D .50% T A TIA fE BEFOE CoM �N ACTION DI -2B CG6 11+02 4 713.68 VDOTSTD. IS -1 REQ'D 3 15 PROPOSED 8" PLUG 730 GE 686.77 31,48 24 6.40 2 /CONCR TE 0.0 c, DI -2B CG -6 + 1010 6 712 .20 RUST BL CK 15 --_ 702.81 iGl. III RCP BY A GEOTECHNYCAL 113-4 ENGINEER C v 13 0 ENSU E 12 ali ❑ cri W > 6.2 DI -26 CG -6 PROPOS D 8" -m 1 rr i' 15 0 11.43 77.53 3.91 /0 7 708.40 I CI. Iii RCP POLY -WRAPPED C _ . 58.92 24 6.18 6 0.04 2•(0 52 D.L W/L D12C r r rr -- TIE INTO EXI TING 8" WIL LINDE R LIBRAR 0 0 707.40 22.01 0.52/ 707.29 I Cl. Ill RCP & AVENUE VI w/ AN 8"x8" TEE & 3- 8" G.V. 1.95 3.90 0.90 -EWER • CLI AND ABANDON EXISTING STUB PIPE 149 0.136 0.22 NA BLOW -OFF ASSEMBLY. 688.51 HE 8" V VE ON T E 96.41 15 4.35 _L1B13 0.44 3.5 IAiF - D OTHE RWISE _ C3 CL SED & T E PROP OF SED WA ERLINE I 113-3C LIBR�RYFUTU AVE UE REMAIN DRY UN1111- Q 1 4.1 3.3 E DEVELOPMENT 0.2 TAP, TE T&INSPCT 0.122 0.23 / r / / r r r r' r C L OF E ISTING Lu w LIBRARY AVENUE / rr�rr Z > > / rrrr w La N O 0 Lu rr r i rr rr r�rAPPRO . LOCATION OF EXISTING 8' POLY -W RAPPED D.I. W/L 2.94' 6" S/L & 8" W/L) as !t� Lil in N N N 00 d O LeJ Lig rn of O O o d d 06 W U_ 10+50 11+00 11+50 12+00 12+50 13+00 13+5C 14+00 LIBRARY AVENUE DRAINAGE DESCRIPTIONS STR PIPE INFORMATION INLET INFORMATION Zv: NO. DIA. (in.) LENGTH* SLOPE INVERT (ft.) (°lo) IN INVERT OUT IMATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION COMMENTS 10 9 15 21.57 8.39% 710.25 708.44 ICI. Ill RCP DI -3B CG -6 11+37 6 4. VDOTSTD. IS -1 REQ'D 4 T A TIA fE BEFOE CoM �N ACTION DI -2B CG6 11+02 4 713.68 VDOTSTD. IS -1 REQ'D 3 15 91.81 0.56% 707.19 706.68 Cl. III RCP 730 GE 686.77 31,48 24 6.40 2 0.03 2,(0 0.0 c, DI -2B CG -6 + 1010 6 712 .20 VDOT STD. IS -1 REQ'D 1 15 0 42.90 8.81 /0 706.58 702.81 iGl. III RCP BY A GEOTECHNYCAL 113-4 ENGINEER C v 13 0 ENSU E 12 ali ❑ cri W > 6.2 DI -26 CG -6 + 1 148 4 715.82 VDOT STD. IS -1 REQ'D Q 1 1 15 0 11.43 77.53 3.91 /0 7 708.40 I CI. Iii RCP 69093 T BE 688.25 58.92 24 6.18 6 0.04 2•(0 0.0 -I- D12C CG6 1 02 1 6 714.68 VDOT STD, IS -1 REQ'D 5 15 0 0 707.40 22.01 0.52/ 707.29 I Cl. Ill RCP & 113-3 BE -.50% 0> - Design Year: 10 Proiect: Claudius Center Job #: ##### Prepared bv: FGM. PE >ia iON wRFEN SUH FACE ELE -- --1-1-1-- -------- Zv: - _ i, .. ° ° ° r N Q �1 r.NL"EE ° z NGL - Nn CONSIS .5 EIll AL H LEF -T- Ti i"Fac1e 1 1,ELLv M AND BE PLACE9 z CESS! • S T A TIA fE BEFOE CoM �N ACTION OVER 7 E ENT, f fIBfF E ROA BED Z 0 IN ACCORDANCE WITH VD T 2007 N 730 GE 686.77 31,48 24 6.40 0.001 0.03 2,(0 0.0 c, \, x 3r . C3 + � r \ ,fin• yk i'M'R"; a P 01 ESTED BY A GEOTECHNYCAL 113-4 ENGINEER C v 13 0 ENSU E ali ❑ cri W > 6.2 2.0 12 0-1 10.02 0 0 0.04 NA N/A 0.06 686.83 69093 T BE 688.25 58.92 24 6.18 0.001 0.04 2•(0 0.0 -I- T E -. A MINIMUM OF I' OF VERTICA1 SEPA dQ S T RM & 113-3 BE -.50% 0> - 1.95 3.90 0.90 -EWER i4.3 � < 3.5 15 0.2 0.07 149 0.136 0.22 NA NIA 0,26 688.51 694.14 d 691.12 96.41 15 4.35 0.005 0.44 3.5 0.0 D OTHE RWISE C3 tL 0 O 113-3C s Q 1 4.1 3.3 14 0.2 0.06 180 0.122 0.23 NA NIA 0.67 691.79 70318 _jn < 698.02 58.40 15 4.11 0.004 0.24 3.3 0.0 W W uj A ii. o --- 113-3B � Ce 0 3.7 119 44 2.2 0.77 178 1.54 2.35 NA N/A 2.59 700.61 708.69 710 690.22 40.50 24 1.73 0.000 0.00 0.6 0.0 113-2 0.9 0.5 Oo 00 0. 00 113 0.003 0.01 NA 0 .00 0 .O1 c 690-23 694.46 690.23 40.30 18 090 0.000 000 05 00 113-1 0.00 126 0 0.00 NA 0.00 0.00 690.23 698.33 708.29 22.01 15 1.00 0.000 0.01 0.8 0.0 6 0.3 0.2 0A 0.0 0.00 99 - 5E-04 0.00 NA 0.00 0.01 708.30 714.68 709.40 77.53 15 0.26 0,0001 0.00 0.2 0.0 12 0.00 93 0 0.00 NA 0.00 0.00 709.40 715.82 703.81 42.90 15 3.66 0.003 0.14 3.0 0.0 2 3.1 2.5 1 7.6 0.1 0-03 176 0.067 0.14 NA 0.07 0.21 704.02 712.20 707.68 91.81 15 3.05 0.002 0.21 2.5 0.0 4 1.0 3.0 3 0.1 0-05 112 0.098 0.17 NA 0.09 fl.29 707.97 713.68 709.44 21.57 15 1.92 0.001 0.02 1.6 0.0 10 1 0-00 142 0 0.01 NA 0.00 0.03 709.47 6 Table 6: Sump Inlet Design Table SCOTT R. COLLINSZ No. 35791 � _j I Vi2TES:___--___ -- --1-1-1-- -------- ���70ATAL��Ld - _ - - - - - ----------------- - FT 1 735 Q EMBAN)(MENT z SHALL CONSIS i Inlet REDOMI ANTLY OF SOIL AND BE PLACE9 z CESS! • S T A TIA fE BEFOE CoM �N ACTION OVER 7 E ENT, f fIBfF E ROA BED Z 0 IN ACCORDANCE WITH VD T 2007 N 730 GE Vii.:' PEGIFI G TION J93.04. 1 O 0 c c, \, x 3r . C3 + � r \ ,fin• yk i'M'R"; a P 01 ESTED BY A GEOTECHNYCAL is ENGINEER C v 13 0 ENSU E ali ❑ cri W > EAGHE AND AINTAIN "-+ :z :Z - O rov r� `9 A MINIMUM 0 3' VE TICALL Y OF COVER 725In T BE N U <( in U d ZA z THE VVL. a `\ z m cn -I- T E -. A MINIMUM OF I' OF VERTICA1 SEPA dQ S T RM & Q)i BE -.50% 0> - 1.95 3.90 0.90 -EWER v in � < V) L02 V LcL�j �ttG .. S UCi ES -------- a) . ALL STORM PPE 720 Z Ill R d < ce 0.90 R VD02 0 ND E, UNL SS NOT D OTHE RWISE C3 tL 0 O s Q :s Z u a n _jn < N 715 > W W uj A ii. o --- Uj � Ce 0 0 710 _j I Vi2TES:___--___ -- --1-1-1-- -------- ----------- - _ - - - - - ----------------- - FT 1 . ALL ROADWAY Q EMBAN)(MENT MATERIAL SHALL CONSIS i Inlet REDOMI ANTLY OF SOIL AND BE PLACE9 INS CESS! • S T A TIA fE BEFOE CoM �N ACTION OVER 7 E ENT, f fIBfF E ROA BED 'AREA IN ACCORDANCE WITH VD T 2007 ROAD AND BRI GE Vii.:' PEGIFI G TION J93.04. 1 O `J> �♦ \, x 3r . -- 07 \ ,fin• yk i'M'R"; a P 01 ESTED BY A GEOTECHNYCAL is ENGINEER C v 13 0 ENSU E ali ❑ OMPAC ION IS EAGHE AND AINTAIN - D, X. a\.r" N \ \SIR": - O rov r� `9 A MINIMUM 0 3' VE TICALL Y OF COVER MUS T BE N 2 MAINTAINED OVET THE VVL. a `\ z b T E -. A MINIMUM OF I' OF VERTICA1 SEPA ARO N fROM S T RM & W L SqALL BE MAINT INED. 0> f 0.0010 0.0426 1 2.0 1 0.083 1.95 3.90 0.90 -EWER -- VD�fiTD`t t RE 0 tt?ED -O �ttG .. S UCi ES -------- 0.83 . ALL STORM PPE CANI BE CL SS Ill R P, CLAS IV RCP, 1.95 3.82 0.90 R VD02 APPROVED ND E, UNL SS NOT D OTHE RWISE 7051 1 1 1 1 1 1 1 1 10 E -eit -rt 112055 Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) FT . t> Q Mannings Coefficient, n is 0.013 SCALE 0 o a i Inlet Hydrology y gy Inlet 1R x :t r Inlet • S Inlet • • s i 1 \\ • L �<01 :: rte? :`•.„t' L\>;: \ , , !n q,. +42. "•V r..tiv `,♦ ,� •",:A" '\�:^. Vii.:' EeF 1 E INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) -eit -rt 112055 Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) FT . t> Q Mannings Coefficient, n is 0.013 SCALE 0 o a tuLUv E Inlet Hydrology y gy Inlet Hydrology x :t r Inlet • S Inlet • • s i INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) -eit -rt 112055 Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) FT t Q Mannings Coefficient, n is 0.013 SCALE 0 o a tuLUv E Inlet Hydrology y gy Inlet Hydrology Curb and Gutter Inlet Inlet • s i 1 \\ • L �<01 :: rte? :`•.„t' L\>;: \ , , !n q,. +42. "•V r..tiv `,♦ ,� •",:A" '\�:^. Vii.:' EeF 1 O `J> �♦ \, x 3r . gar: N v 07 \ ,fin• yk i'M'R"; a P 01 \ �, Cw \" .'�• , \�`<: 1 Nr F �c, .� is 'sa.r,: C v 13 \�.. O ali ❑ �:'it'Fs C. `V, - .1 : \b`C2 „r\i - (1Y \ 4 ..�<, ;:a - O X. a\.r" N \ \SIR": - O rov r� `9 o o a, \c E r 2ka`%: ♦ `ir>` � R v45� X (n IN b N 2 :\ 3 uJF O '' :fir" c6 s a `\ z b \ : v E ❑ • ¢ 1 t„ zVia; a J 3;"\, „Aaa1 U C� C� 0> f 0.0010 0.0426 1 2.0 1 0.083 1.95 3.90 0.90 1 0.41 left 0.118 0.37 1 0.067 1 0.27 1 0.00 1 0.27 0.83 r ght 0.1'7 0.37 10.063 1 0.25 1 0.00 1 0.25 0.0010 1 0.0426 1 2.0 1 0.083 1 1.95 3.82 0.90 STR6 FDI -2C 6.0 cairbined flow 1 0.52 s 0.179 13. gutter iongiwainai scope or u.uu i snouia oe wseu in a sump conaition - grate inlets (DI -7) in open pavement areas willl not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater managemenit facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. Table 6: Sump Inlet Design Table ' -eit -rt 112055 Intensity 6.50 (Intensity is; 4 in/hr for spread, and 6.5 in/hr for capacity and depth) FT t Q LI SCALE 0 o a tuLUv E Inlet Hydrology y gy Uj Curb and Gutter • Inlet \ 3 � Z a \♦,``\ • s i 1 i': • L �<01 :: rte? :`•.„t' L\>;: \ , , !n q,. EeF r3`. r. .:err a O `J> �♦ ie gar: N v \ ' }� J o 112055 Intensity 6.50 (Intensity is; 4 in/hr for spread, and 6.5 in/hr for capacity and depth) FT f Q LI SCALE 0 o a INLETS IN SUMP, DESIGN (CURB SPREAD, AND INLET SPREAD AND DEPTH) 30B NO. r 112055 Intensity 6.50 (Intensity is; 4 in/hr for spread, and 6.5 in/hr for capacity and depth) f Mannings Coefficient, n is 0.013 C SCALE tuLUv E Inlet Hydrology y gy Uj Curb and Gutter Inlet \ 3 � Z a \♦,``\ :i � \ � '\\`��:�ic *,aC�2ug.Y� 4,�,v\`A s i .�,.��., i': L �<01 :: rte? :`•.„t' L\>;: \ , , !n q,. EeF r3`. r. .:err a O `J> �♦ gar: N v \ s:usu. 01 �}. .,rtLy Vit,;:...Y`:.,c,u\:.:.`€ N .K3''.' Y \ 'sa.r,: O \�.. O ali ❑ �:'it'Fs C. `V, - .1 : \b`C2 „r\i - (1Y 7 @, is `,•r�':.` o;�., )`:\�.',a\" „t,��-i•...a,\.., �'$ �'.,� �:v '`\.\C `):. v:5:, \Qr ..�<, ;:a - 'v\',0.0 X. a\.r" N \ \SIR": 0 O Cd :fin �-" \ U's`€ O ,awe, \ : ;gar, '� ,v`Y, ..\" .:.`r, ,V`v v:) ` . x Art •voY` X (n IN ro IL 1 t„ left 0.118 10.3710.0671 0.43 1 0.00 0.43 1 0.0010 1 0.0426 2.0 1 0.083 1.95 4.68 0.83 right 0.1'7 10.37 10.063 1 0.41 1 0.05 0.46 0.0010 1 0.0426 1 2.0 1 0.083 1.95 1 4.58 0.83 STR 6 DI -2C 6.0 a�� 0.257 corbined flow 0.89 r 30B NO. r 112055 U X at f u L C SCALE tuLUv E V Uj r 30B NO. r 112055 # f SCALE H: 1 ar = 1m, m * gutter longitudinal slope of 0.001 should be cased in a sump condition�� 1W I---- c 0 - grate inlets (DI -7) in open pavement areas will) not have a curb spread, but will have inlet spread and depth SHEET NO. a - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. DP -2 r-y-y-y-y-y-Yy-y--Y--Y-y--1 r --y' y y y y y T_ -Thb7. Scientific Name Common Name YRTo . Quantic I CANOPY , I,:, n,i", Cnno ) , , . P.O. OX 2681 / r -L . CHARLOTTESVILLE, VA 22902 11 . I .1 CountycIfAlbemarle CANOPY TREES 1--, / I // Conservation Plan Checklist- To be placed on Landscape Plans H 0 11 - / DB �136 PG 545 . , (ffiwdbook, pp JU-284-111-297216i- complete specifications) .QF Quercus falcata I Southern Red Oak 1 2.5" 1 1 481 1 4 1 1,924 __1 -1 ZON D., COMMERCIAL � . - / I I � . . 111. lel� TMP 056A2-01-00-02100 �! " -// / 1. The following items be shown oa the filan: - Jj UNDERSTORY TREES /"� I/ � U , FroestabAsaved; _ �P_ . I 1 6'- 7' 1 1 13 _�_ . � Linifts, I ofelebring �oueade driplifte oftreen to.be savM)� - Autumn Brilliance Serviceberry 0 1 2 260 EMNPEA LLC , . I El C, AG I Amalanchier x grandifolia 'Autumn Brilliance' ,_�� /� - ZI Location and type of,proteptive�fericing; ', � SHRUBS 7751 GLENTIVAR LN 1-1 / //, -, // // / El Grade charp�.% requiring free wells orwalls; SCOTT R. COLIdNSt2,' - - GREENWOOD, VA 22943 ` f_� CA Clethra alnifolia Summersweet Clethra 1 8" htb 16 12 192 / A / /,_� _� _�, I I 0 ProposedjreqrIiibgothuuieJ beyond the limit ofel i 0 � I- I� � I his � I s caling. U No. 35791 1�:, �_ _ DS 3572 PG 674 / / - //' / I I I I IC llexcornuta'Dwarf Burford' Dward Burford Holly 36" ht. 14 65 910 / .. . - I . , /� / 2. markjw_�; - ZONED: COMMERCIAL / / . 4 /1, I U. Allt�estobosavcdi ab�m with prita,orribbomat,a height 6siriy vLsiblo toequiprrientoj�erawrs! 116 iollbho >_ / � / ... � In arl_X4 Z / . " - - 11 I , � I I � I . � 1 IG Ilex labra Inkberry Holly 24" ht. 23 36 828 * / "�� -_ - I y I � 6 24" ht. USE: OFFICES--�- / �, �1 44 -_ . ,a //� / ,U Ragradmgshzdl beginuritilthetreeinkukirighas; been a.CaantyInspeQtor. z >_ IV ilea vii ginica'Henry's Garnet Menry's Garnet Sweets ire 64 12 768 'T __ - 1 Pre-Comb,kefign 0g4ex,ence: -'ORAL E . . , // / ", -, Li ? � 1 7 1 // VP I Viburnum plicatum tomentosum'Mariesii' I Doublef ile Viburnum 24" ht. I 1 50 1 2 1 100 _!� ,�� .4 / I 10 't'reep,.eseivat.i,ort.,),idptnteo,fioti moasure�q qfiiII he reviewed NMtk the oont,'ActOr 1). qit01. .fid` I w / ��', --Z /I . GRASSES & FERNS 44/ /_� % o . " j / 4- t (I"onlent Operation I and Storagp: - () I - ,:� / / -, S�- -1 ,P -- -_ x� U HeavyeqiiiprnerrL Vehicular traflic,wd storage of construction materials including soil shall not be permitted �viffiin the d-riplines of trees z >_ opteris erythrosora jAutumn ern I I I 1 32 --w V- , , 1. // // tobasaved. w / 1, y �� 1, , // -"/ " 1:z� I -� /. The Blues Little Bluestem 60 / , I ,- . /" / w �- SS I Schizachyrium scoparium"The Blues' I I V- �2� -, / C � i 5. S.611 Er��Iom and Stornw4wr Detvition Devices: z I r Z, / '. // . � I 1. - - I I , /< / �.611 dew I ! 1 5 TOTAL: 4,982 , - S -..I,,dl,.L advPiaely,.fr.0 U- iQ be -ed, _j . I i 11,111, 441 Q __� ". _j � � "I'll" 11-1 111111� I- --.1-1-11 ... I. -Il I— 111.11 _11-1-1-1 11-1-- ....... - .111-111, / -_ 1� k* _11111, I "I'..-1111.-,1111. 111.11- .. ..... 1-111- ... 11-1-1- . 1-11. I-, 11-1-111 1.1-1-1--- - - I -, ", __ C :3 )< _44-1 __1 �, . p / 0 1_Q . 11 1 6� M,m 1 0 1, TMP056A2-01-00-02000 V- Q I- 1// / Z1 Fires Are notpennitted venin 100 feet ofthe &ipliuo of trees to be saved. ; y MVAMr%C0 hATi'UACI 0 _�� 44,1 ��/ ,__� //, , . ,--"/v / 0 �1_ � /,� --,,,, / 7. Tcxi.,MaterfaN� - ALEXANDER, 0- 4Q ,O // � I / i C: , , .:: TMP 056A2 -01-00-071D 1-1 , . Q Toxic inatenals-sha not.be stored vithin 100 feetofthe dripline oftrees, to be saved. (D 705 INGESIDE LN Q, 0 li_ __1 I � / DAMMANN, CHARLOTTE B & SARA '-- / - // / _j V) CHARLOTTESVILLE, VA 22901 A -Z \ _� 1. ,17 C: . � / , , / 3, llml�th,e Fewing: 0 \__ / I / / / ZI Ti-ee3t�,bo�-tal'nedv.dtt,in,Aofeet,ifapropo,sedbijil6ugargradiiigactivit�,4hallbi�protectedb3,,f6iiciiig. () DB 3697 PG 147 r1V / LEE FRIZZELL / I � z z / 2958 DARRSDEN FARM " - /I/ //// U Fendin I � tor din u ti a r_ ZONED: COMMERCIAL / / ,_�� I , /, . / i I - 1. .g.,,b4b�iripjq,5��,�iiidst�,aU,.beiii�p,�oted-,�iidapproy,�db5ia(:�ouiityf*�q � pee prior to gi a g or aons u� a . .,. - //1 - - / CHARLOTTESVILLE, VA 22911 1-1 � •� / / / 9. T)"wensa . � �, , V / 91 Whea, 640 gioundle'el aiirstb.mi e4withbidiediiplineofa tie .to besaved, at-��well shall b piovidedan aconshudion detail �: � , - I - � , ,, a I . I �. . - ,e �.. �d , I CALCULATIONS: DB 4355 PG 10-15 /-, - - '/', / � U 3�: -,,,�, / , Ij / submitted jorapprovidt. F- U / GRAPHIC SCALE DB 4046 PG 496 .7 '4` � , /// z 9) . / / - z < < g M , TOTAL SITE AREA: 0.466 AC - 20,299 SF . //1 / 7 0, TmeWalls: 0 LU U) Ln F CANOPY REQUIRED Q0%): 0.046 AC 2,030 SF - /20 0 10 20 40 so DB 833 PIG 003 //,.' ,1j, //// U W I the ground level must be lowered Wi ffi fL6dziplinoalre,otobQs4ved.atre�waU,�hallb�,,provide.d-,.aadzi,ionstiuctibndet�Ld F 2: CL / TMP 056A2-01-00-071AO . y / / hen I - I .11, th, I I . I I I , L i I I -1 ? subratt,ed fPr approvaLl x I . �. 77� �P�TREE CANOPY: 0.11 AC . DB 324-92 DAMMANN, CHARLOTTE B & SARA LEE - 1'� -11 . z Q � 14 / // Uj Q) = III ///, I U) ;V U) (f) 0 � = / / , / U ZONED: COMMERCIAL / ///,/ �'- 11. Tren0ing and Tunnelling, I / I = = Itea FRIZZELL �A I j � . 0 w � L vAthin 6e Ilnift4 of qle I V) < LIj �� � hentrenel�ngisretpnred_ , _ _ . � . _aring,il shall be done as far away from the ",-d,s ofbyes. qspossible. Tunneling LU C� :5 / �� - / under. alsrgp tree shag be considered as alternative when it is anticipated that, necessary trenching will destroy feeder roots. z 0 0 LU � ( IN FEET ) I P � . ..,j I . :3 / OWER LEVEL CHARLOTTESVILLE, VA 22911 A � 42, Cleanup-. z 0 �/ I ZI protertivefeiticin hall be the last items nernoveddining the final Cleanup. 0 0. < < R _z - TOTAL PARKING LOT TREES REQUIRED: 1 inch = 20 ft. DB 4355 PG 10-15 - " " I- 0 0 z "',� 'j, 41 P-4 PARKING SPACES: 32 / PARKING �41. /-,/�// ,. 0 ?-1 . f I /_� , 13F. Dantaged Trees� M I� l / I 1. � z a, # TREES REQ'D 4 / DB 4046 PG 496 / -, I 0 raged shall.be tv�ated hurneidately byprunjng�. fertilization or other methods recommended by a tr6o zpecialist. N AEk ail Z z U c: TREES PROPOSED: 4 PROPOSED SEGMENTED / DB 833 PG 003 �� "" - �1 R . RETAINING WALL WITH 14 . NOTF; IT I$ THE VC � LorigRISRIESPONSIBILI'n'.TOCON)FERWITR.TbtCON�fRACTOk6NTRPLCON.$L�RVA'f.lON < CL CL 0 0 DB 324-92 1 " z _j -I, / / � , li X. **4 , REQUIRFMCN-M. in a < 9) I HANDRAILS ZONED: COMMERCIAL . / / I -1 - C '"' A I / . / , � > .2 TMP 056A2-01-00-02OA0 4 � / / A � _::� k - 11/1/12 < i-.4 ?-4 � -INTERIOR LANDSCAPING: ALEXANDER, MICHAEL B I . /// �- / ,/ / / -, NFR SIGNArE - (DATE) UA E i>u iu> 0 �� / I "q�l f e_ re F 705 INGESIDE LN I � UPPER LEVEL ,�- I I / / I �L -A z � PAVED PARKING & CIRCULATION AREA: \ w - --'- � " � . V) T . - PARKING //.. / / , Cc - ... ... IC // - - I � � I 0 CANOPY REQ'D (5%): 434 SF . �/.._�-__... - 42 7 � , / / //1 CONTRACT P`U,RCffASER:8TGNATVRE (DATIO I 0 1 1 -CTNIO�ROVIUED: DB 1600 PIG 191 A4 . . / , / 5JI/06•page I of I - - , _� __ � /,/ 'n, / /// 0 1 //' , ,-� / ZONED: COMMERCIAL ,4z - / .1 � / /' -, ,� �:: , , , "'. �_ / �. � .1111, ... 11 1. . I .1 � -0 11 . . . ..''.1111 . , - - , I ** Cr 11 � � I � � USE: MEDICAL OFFICE *4,4 ./-'- I , / /// � / - I . I I � I'll, I - I , � - - I /_ I . I I - � I I - � , . , . I I , :1 - I".1 .1 � " ....".1 .... - -1 1. 1. 11 �.� ''Ill., . . ��. �. � I I 0 % A 11 I I / I � I 1. 11 . 1. - 1-11 -11.111 .1 1. �� I .. , . � . 1-1- . 1. 1. 1, � 11.1 � � I , I � , A .1..%1...%.�.1%..1 _. - UPDATED' ' I -A Uap V 00 �z � � �_� / � 12 UP --_D`y//,AN�,",SCAPING PLAN ___ - - ", , _/ lw� � I 'I', "I', , _11_� --v1- NOTE: TREES 5HALL NOT BE / � / , , �1 ... : � . , ,/ ,z . ..... , I.. � .. I .1 -1. I I I I I ... .. � ... � . 1992-11 1 1 1 - I � I I-. � . I I � - I I.. I.. ,�� . . . : ,. 1-11- I _...,.,.�� ��� - � I � � I - I . � I . I .. .... � . :�:::l .... � . . PLANTED WITHIN THE I ::: :: . . I - I . ... � I � . : I I � 1.1-1 I . 1. I � I .,.,�� � I 1. -1 "I 1, 11 I I I... � I 1- I . I I I I 11.1�11� . �....:::::::::::: � / WITH BJJJ�'LDII� . , I :_ 3.38. / N -Y . . . . . . . 1 ' JG /SIDEWALK & .1-1-1- , .... - . 11 . � I I . �.. I .. I 11 - .- .- I I - .1- . 11 /:���:::: * h"'.. _ I 1.11 1� �1� , I--- - - .1 I I 11.1 ... ... . , - - I 3 . � - - I I � I �. I I I I . I ...�..� �� � ".....'.."...... I I � . . ... 1. 1, . . - -0 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED . , - � NT /4" - - I _ 11 ". �.. I . , , ,... I . I'll � � .11 111-- I .. - 1. � . � . � . I 11.1 . I �� I ... �� .�.�:_/� ..� " �.�:."-: _� PROPOSED UTILITY EASEMENT /1 / - 1 "".". � I 1, � � .-.1.1 -1-1 I - ... 1. I I ... I I ... I I 1, .. I .1 .1 � I , ...... � - . - I ,. I TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION - . , - �::::�:�', �:: ... . .1 .. .. I . � - .1 � 11 ... I � 11- I I . , "" _..... .- - �/ �'11'1 I,- �. _�� �:: � �: 'FENCINO AND � 4 1 - .. .. . � %'. �::�::: -::::��::�'�:::�:�: ,..�... . • ... � z-. ONLY SHRUBS. . .. / ' 0 'I�ATIONS , � I I 1 - - , I -, . I . I � _'1z . � PATIO M I ._ ', ''..'..'.... -11'''.., - 11 RAT 1. ''I'll, . 1. I'll I - I 11111, I � WRING ,i- - I . FENCING SERVE AS LIMITS OF CONSTRUCTION. I . - - . P F ., I.-. � I � I I � �. I I I 1". ". I I I I I 1. I ...", "....".. � I .1 11 I I I I I .0 - I � . . - - I I , I I 11.1-1 - I - ... , - - � I . TMP 056A2-01-00-020BO �.�/".�.,:.:��::�:::�..�.,...,.,�,�. � .�./_-.%- - -.-.- . . I I / .."I", ,� 1. '..". I ',", 1.1, : � ���. � .� 11 I . - I I _P �%v.. / . ..... -'-'-*. � r / , ." . ... � �. �: - � "., ,� . I . 1. 11 I I I.. I 1. �. � - ... I I 11.1111, 11 � I I I 11 � I I I I I I 1, I . I I � I � %10 I , ._._ I � �_ �.. I .,,,, _'. I I � � , � . .. - I I I . . %0 0 .. I I I . ..... I , . ''I'll, � � I I � , .'.V�,._�, . '. - � .1 I I I I �,� I � � - ��: ���* � I I I I � 10 %0 �q 1. I . . I . . I .... . . -l- 11 . .1 .11 , - - : , I I - � I , r_ I .... I .. . . . - � I 11 ... � I I...., � I . I . I I I I : �.�. , . . � , � I � I 11 -1 D 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. ��::�:::::� .. _ � I I I -......_..1- I , , � , . . I I I I I'll, . . ��r � RAUCH, BETTY 30 L 11 - - � � � -'1_Qj-._._- .v�_�_�,".'_%' .'- � I ... 11 11 .. 1 ', - .. ''I", ,.�� � � � - I . 11 I , I - �) ---- 4-1 /// I I . .... . .. . 1, - I I � "I", I I I I . "I." �. 11, 1. I I - I..". ", . I I � . I I 41 PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS .......��.-........�...-,-,-.-.-.-.-.....,.,... - -, - %... � 1-1 . . . ..... -_1 I . .... I � � � I �, "I '� ....-I I I . .. , ." I "...., I . . .... � I , . ;67 ;;� ,*� ?.-I M ........... � . , _ - I . I I I 11 I I-- I I I ... I � . , I - I I I , 11 -i P.O. BOX 205 � ....... ......................... v 1 3 QF / :� / I - - � 1, I .,. � I I I , I I T tN I I - -l" ". : : � . 1 "". I I , � I I C: _ , I I I I I-, I - . .... I I � ,. - I , .1 , . , � , I -_ izz TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ .... � ... ,_ ...... � ............ � � / f /. I I...''.. -111 I - - ,. 11 � 0 .... I .. � .... � ... � ............ � . .. 1. . I I . �� I I I.. � I I - 1, I .. I 'I'll" C;� a ... ... � .............. � I � .1 � I-. - -, I � 1. I'll-, ,�,� I . . 1, 1-4 ....... � .... I . I I... �.. . 1. � . , - () I -SITE. CROZET,VA 22932 / .... �.�� 1. I .. - 1-4 OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON ... .... . /11 ./ I 11 11, - - 1, � .. �� �� I .,.,.,.*.,.,.* ............... � , - �/ I - .1 . - - - ... � I . 1-1 1. .1 11 . , �. � � . , - , ,. - , , . - - - I 11 I . I - I 1. - . ...../-�,.,:::�:�::�:�:::-���:::,:,:��:�,i:�:. - , . � '' ., . - I , , .... � ................ � . I � 1-1. - -.11 CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE DB 3839 PG 632 ............................. .......... / , ... ""I',," I I I I 1- _.� .- .::f 0 ... ........ � ........ I ......... - - / ,. - - � . I .... 1- I : , - . -1 I .11.1 I . 1. . . .. � ..... / _11 , 1, . - .... 11 . � I I , - - ,. - I I , - I I .1 I I . I.. - -1-1 11.1 '' - , . I , � , I , _ -.-.-I.---.- - - - - - . - � . . � � I- /Y � / , - ... � ... :.. � �::: �::::: ::: \ I I I" ...".. '.I -0 ARBORIST IF ANY OCCUR. � ... ........ ... � .............. � � ......... _ � � _ . / . _ � ....... � . ... . . � .., ... ...... � ... . . .... � - 11 11 I I I .. 4 * �. � .., - , ..�� I . 11 1. 1 1, - - -_ ZONED: COMMERCIAL ,. _/., �.....'�.. / �- .... -'.'."-' /- � / .1 � .... -1, , / 1: � I ....�. ..�......,.�.�.�......���...,..,..., ..... � 11'', � 1, : .11 . I , _ , I . 1� . Q) - ..... I ............ ..,.,.,_,.,� .......... � � .... I—- / 1� 1, ."...- ::. : DRIP I I , 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 -HOURS IN ADVANCE -.'. LAUNDRY MAT & DRY CLEANERS I -:::�:::�'. .,. -, _ � --- -1 .. ... � , � � 1"...� I .:,� ,:UNE . . �, � 1, '. I I ....................."......."...., � .... - I '' � . ''.....,., I 1-1- "I 1, " �� . : I �::� , I .. I - I - = � � I I / ..:�/ - - ........ .. . � . . � ...... � . . ....... � ... 4. � / / -, / : �:.:.:. 1. I ,..., �11 I 1. .1 I I L , " - .... � ... � ... � . .............. � ..... _ ... 1. / � - � OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE . _/ ... --- _ � ............ � � ........... __ .......... � � .... .., � � - � .1. 1. I ... I I 1.11.1, . I . � ....... � ... ..... � ... ... 11 .1 1.11, I .. . I ,� I ... �.., * I � , � I I �, I I... I ...... � ............ � ...... � .......... � ... _ � ....... � ......... .11 - ... I . � . I I I I I 11 I .... . � ... - � I - . . ... � . I ... � � - / ..... _ . -1 ..v / I � 1 I..�. �. : I � I � � I I 1. 1".. _. - _ � �/ . ., I I", - � � I I - COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY *._.*1'._._.".. _.........��..,.....__ ...... .... I .... .. %......"..%....�....'_ .. � _ � ... - I'll .I ".�,., I � I � I � . 1. I . � 11 . I I � I �. .. . ... . - __1' - 11.1 1� I .... __ I - I "I I -, I �.� 0 1 � .... I I , . . � I , , � - P __�_�___ - .7�7.' ., ''., ... /..., _ . _... , - � 1 1- I � � . I I ....... ........ __.._ .......... � _....1.%.. .�%%.,. .. A' I .11 _:�,:::�:. I I I , I I- , I I I � I � / ------ �11��, FWE:1. I , TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. I �% � ... � ........ . . , , � _� ......... � ...... _, __ � .. �, '.. . � - .1 I I 1 I .....%'... ..........................1111.`':'.-v.........,:,,.-::.: .,,,... � .... � ...... .... " . . ,�'26 �� _11 : 4� 1 1 - . .. 1. - � � ... .... 1. � I ..... ....... I 1, � , I . . ....... I �, I I * 1. I ..... -------------------- � .............. * ..... 7. - _.��_. % . - - ... , 14 1 1. . ���, I �, I ,�, - � �, i- - ... � ... � .... � ...... � ..... � .,..%...,.,..%%%.,. %%'/'*%'* ""'* � � � 1 I., PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN / _"._.... _ . :��...,7-n,.&;�.:_I,� ............... � ... _ � ........ �:�:�:�:::::-_/::::: �) ____ I ._� t.:��:::::- , * ..... �. .., I __ � ... .1 � 11 I 111. ''I n .... - I I I I-, - � ... . _ . - __;, _ � I 1. I I 11.1 � . I I - � I -0 4 � ".. I 1, . , . � - I . , .1 , � I , 11 11 I.,., 1. 1- I "... - I , 1. � f. -.I-.-.-. I - - . ....�... / I " , .. I ---- -- - ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE ., 4 .......................... � ........... %%%....%.,.,....%..%.. I � - � I ... � . . __ .., - - , .... ... . ...... I � .. � ....::...:1111...- .... "I .... 1. � - - � _. I _ . -� - OR TREE PROTECTION AREA SHALL BE DONE IN A " , � _., . _..�.... _ � _ � . - , : I . . � I MANNER SENSITIVE TO ENSURING NO DAMAGE� , . .11 - - ..... 1. I , , I 1. - 1. I 11 1. - I 11 I . . - .. 11 I ..... ........... I I ........ .............. � � ...... � � - � - . _ .,-: ........%..., I. I ... . , - I 1.11., I � I'' , 1. - I . .......... I ............................... - ........... .. . A - .... � ... - I... - WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS....... __ .... _ ....... � _ � _ � - � ...... _ ........ , ,.... � I � I .,..'".��. �� �::� - I ".. _." I 1-1 . - . ...... ........... ..... _ .......... 11- ... I --- .----- ...... .1 I I '1'1'.,�". . I ...""... �.. 1, - - � I 1.111, .I "."'I'l I.. I �.� -_ co � ......... ., � ........... � ........... _ � ..... _ � .... _ � .... . I I I I I "'_ '.... �,� � 1. . �.. 1 ... 11, I I t9 I' WITHIN THE DRIPLINE SMALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH ..... � .. ...... - - ... � ....... - � ........... � ........ � . .,.,.%%,.. // I 111-1- '..� � , 1. � �. -11 11 - I �.. 1. - , I - , , - I I 1i . � I .1 . .1 I . �. I.. - 1. , ,. , - � - , � ,. � , - . . - � 1. 1. 0 - - . - 11 - - .. .1 ., I . .11 11 I , - I 1. .1 . 1- - I I 11 . � - � I � , - , � . I ... I ....... . - . I—.. .... , . . . . . . . . . _ I ... _ ....... � ... � .............. ............ 1111... � . . . . . . . . . . . I . . . . . � � . . . . . � . . .__ TIZ .S� I I VP . --1 , , __ ..... � ......... ............. � � ... � �__ , I CY) - A SMALL BOBCAT' TRACT CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH ...� ... � ...... ..... .......... � ......... � .... _ .................. AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN '\4 1 J, . ....... - -I.-.:�::���:.,/���:�����::::.-,-,.-.,�.,.....,.......�...,.,.,...'."....,.�.�......�".......� ..... _.% ...... LANDSCAPE ARCHITECT - ......... .1-11 1-11 I ,,� . , I I I - - . / as "S ... I.... ._._.� � ., � ... _.�....._��..... _.. _.I.......%%... . ------- ... - _ �...�'. ,:,:::::::::.Sw : �F � , : . ...... I .... ...... � . . � ...... ... ....... I I.. � ... 11 .. I I.. I I - I , .. .. .... I I - I.. I I.. DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 1 -.5-'). /.,-.-.,..�-.-..�l...-�-�-,-.-�.,-...-.....-.-.-...-.-�-.-.-.-...-.-.I - - - . _._._,_._.-._.,_._. ...... __ ........ �. �,__ ...... � . I . . � � � . . . _ '4 ' 1. � .�'. �.�.� I 1. I ..."" .... � ��', � , �.,.:: ,.:: - ... I I I � � �. �.. I I 1. I I ... - I ... I .... � , , , � � _ _7� / ... I— ... � ..............,.* ........... .:�.�� I CORD FENCE : ,:�::-:y �:::�:::��'i'�*�::� .... � ..... ............... _ ............... ... ,....�..�� 1.11 1. � � � � I I I � I M � � ...... I . '.. � � - I ............... 1"'.,.". � ....... � � I—- ". I / .. �� - 1. � � � .1 . .1 - I.. � ,. 1. � I .�, � 11- z (1) - I � I . .11.1. I.- ��, , . .1. , I I , . � , I I I � . I I I : . I _ � .... I , . �. I � I I . I I I -.1 . , ..-11.1 ... ......... _ _ � ... -1 . � I I.. �� � I , � I - I � .... .. ii�, - , .. � . I I N 0 . � � - I - . I I .- - I 1. I I � . � � ., , I . I ... - .... 11 I � . 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM � ��* ... ......... ........ � � ... � ...... � ......... � ...... - _ � - - "*'-/-* * - � � I ��� I I I � I - I I 1 I... I "I � 1. 1. - � -1 I .. - I .. 1. . I I I IIIII- W ��� � 11, - I 1, 1.� I . .1 �11.1 I 0 FENCE: ,:� � � . I � 4 z -P - � . I I I . I .1 11.1 . I �A" .11, I I I I 11 . . ...... - .1.1.1.1 � - _11.11- . - �,� � � I �. I ., "I I 1. I I.- �1, I I I., I 11 . I I I I I ...... . � I . . , I , I . .. .. ... I... � � .11 � 1, "I I . � � I - 11--1 I . I I I .1 .. � I I .11- . 1. , I � 11 � �__, . _...�_.__. � ....._._��.,�_._ _...�.._�_._..�,�. - - I - , - - . , . , . , � , . , . , . , � * . - � - � * ��, "� - - ., - � I I . 1, I 1. - ., '' - . - .1 0 .. 1. � .... � .... .. � ...... I ....................... ... I , . , ..... * ........ * * -:�:�:�::7-�-�:�:�-/� --,-'-'- ", I .... I .... � .... � .... � .... � .... � .... � .... � THE SAME SOURCE (PER SPECIES). .... � I ... � ......... . - _ � � ......... � ..... �.::�: I , � � - � . I ... � - , --- _ ... , I . . � 1. . , . I . 4. ......... ......... ....... ...... .... .... I ........ ..'� ��� I ".. I ,.,44. . '\__._-*_,_ . I I I I . I 1, �:.C.ORRECT METHODS OF TREE FENCING_-:_� I � / � ,.,� A. .. . � .... � - . . / , ,:.: . "...�,� I 1. I I I I I 11 � I . - I �� I .1. I . '. I I I I "I . I.- 11 I .1 . . , 11 . 6• CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY I ., .,.. , ....... � ..... _ - . . . . . . . . . . . � . . � , - , - ".... .. .. ...... .... � - � 1.11, .1 � . I .. .. ...... . * ....... - - ... 1111/ ... . ... I I... 1. I 11.1 ('\j : � � : .��., _ � ........ I ....... _ _ : 1 "I I.,. 1. � 1 I.- I. "".. ... . �, �. ,. I 11-1 I I - I I I 1. � - �", I . I I ...... � , I 11- I . .1111.1 - I 11� 1�1 I - ,." � � �� I ".., ,�.�, I I I �� � I I I . - � I I I I 11.11 - � - , � .. � � .......... .... � - - I I 1, ..'� , .-.11 ., � "I 11 11 ��, � � .11, � - I I I _1111 I I . I - a.) I � .1- . . I I ....... _ I 1. I I "I . ... " � I .1� I . . ..." I I - I I ''Ill 11 171 U] SUBSTITUTIONS OR CHANCES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING / . . � . -1 , .... �'.'.'.'.'.'�'.'.*.'.'. --' - / __ �" . ( I , - I "I 1. � , I I . - I I I � . .. - . � "., INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT / I I N / .- ..� � zz , ......... t ....... .. -'-,' � .. . - I . . ..... � ..... . ., - . I..., I'll. I 0- . - - . . _11�', . .. _ I - ' 11 11 -----" / 11 . , . x, ' I � � � . I I", I 1111 -.-..- PRIOR TO PLACEMENT OF ORDERS. ,_ --,,Ted, - - I . R 4 1�- . I ... I I - � 11 I 1, I . � .4 \ . " � .. I . I .1 Z) .1 11 I - - I t� . . � T�:,� )v , , ?5 � - - a' ,�. ,,,u / 0 . / 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY 11 �3 -, .:-:.:- /-... Aol*!��.%,. - . I ... I I I I I .11 I I I I . I - � I , AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE A.- 1-1 I � ... I I ,.. -..:1'-1 >1 , . . . . I .11 . � I I.. I I . I - I I I . , , - . I - . , . " I I., . I I . ,. "I �� � I . - •- - _'. Q - I � I 1. I I I .,� I : ". I _.. I.. .. I I 11 .. 11 11.1 N A11110111% I- - . - - . . ... ..; � I , I . . . r III 0 I ... � . �� TMP 056A2-01-00-0710 ARCHITECT 48 -HOURS PRIOR TO DELIVERY.aIk . - . �. , , .LL'11-1- I I . . �:::: �: I I I I 1- - I - 1. ... � ------ 7,--- - �1. I I "....- .'.L I "..""L L 1, I I "I.- 1. L 1. I I ,.I., .I �, 1. , I 1. L - 1, I 11 , _ - . I I ,.".. I I L L � I....., 1. I I.""'"' - 1"... I .1 - , .1.11.1 ',, I 0 1 19 IC "" ,.%,�,.%.. , , CROZET NEW TOWN ASSOCIATES, LLC 1.11" ... I L L.. I I .'.'.,.L.. L ' I - L I I I . I I I � - , M I - . - - .. 1. .-L. ".. -, L ". I . I I ., I 11 I - � 1. L NECESSARY, AFTER FINISHED GRADING. I A . I '.-"L.- I .. L. I 'L.'.'. - I 1, I 1. 1 L'.L.L" 1". I 1 L. L L . ". L L - L 11 I I 11.1-1. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF . E8 - ' . -- 1. � a __� 5C I---- .. - 300 SECOND ST NE ... L , L L , I � .�_:� : � ) � 1. -1 .... :-/-:,t:::: ::�z : ��t.,::-/ , , , - - � , L L . -1, ' L LLLL I I I � " L.L L, " " L. I L '' I I , I �, , ' . L L L L I 1- "T.., L . I "L I L11, 11-1 I : 410 : :_1 I I I - L ____ 'i '---, _____ . .. " . - . - . , - , I ....... � ... �s _. HARILOTTESVILLE, VA 22902 .1 '' - I I - . - N � 8IG �� ... ... ......... . C L.. , 1. '' , I � 9- MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. w - , � 2CA , -.�. ... .. � . % . .L . L, - "L.L, I L I I I � ' L I imp: �, . -, L . - I .- I , ., .L L 1. - 1. IL I I I I I � - --- - 'T � L 1, I � L", 1. . . , . - i i - . �_ 2 -STORY ----- - '' I ' L . , L . I-, .1 -INCHES MIN. IN DIAMETER ARE . \31 / - � " .'�.:.:.::_,/_�_:,_::�, _� . L I I ,::, , ." ,." . . . I � ... I I I . I - . I . .. LL, I I . I.. .111. L . I I I I .. ., , . MULCH SHALL BE APPLIED TOA 2 -INCH DEPTH. MULCH RINGS 24 MULCH TO BE / I . 4 . '---- ____ I . .......... --- - : .*4 DB 4568 PG 724 1. . .L1 I.", .1 I I �:_� ::�010011ilo, , I "" L ". ; Uj U) I - . . "'."L L" . . �.,. I L - L : L i _j Q) � .. � .... � , _ _.%".'.`�, V / I I -1.1. I I -L, 11- I L L I . L L - L I I I.. .. 1 . I .11 I - .11. I I - L - . ',,.Il-- . , 1. -11 I ,�.., I 1. , , I I L I I I_/ .. ... I L � : � CORRECT TRUNK ARMORING I L 1 . : --I TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. _�� CA .. '___ FOOTPRINT - .. .... . ... , -17 1.1 I' �, " ,:,::�::"::: . ::::,� - .... .. I I I - . I L 11 .11. I , I � I "Ll, 1-11- � < I -0 " '___� . , � _ 1. , ZONED: HEAVY INDUSTRIAL . I 1. . . I I - I-, 11.1 . I I I L 11 -.1 I 11'.1 IL ,. L I .. I DOUBLE P� \ : .. .. - ...��...�....... I L .. ,. I.., ."" 'I, I L' L . I � . "I I ',, 11 IL -1111. . , . , . . ..''', .... LL , . - I , ILL I .. L , - LL 11 .. � I 1.1- I .. - .... LL . , L ... I . .... ... ... "L.LL ... 1. I � I __ "I I L ,.". I I .I..". LL, I L ' L I 11 I I L ,. L 'I', .... L . L -SHREDDED HARDWOOD. 11 � - q .. / '. � - I—- 1". - .1 ... L 1- I 1. -11-1 11 � IL 11 111. L 11 I . I 11 I'll ., . I L L L . L wi O _ -.1- L :::�" :::::::�L L , L - , - - . I 11 L L LL L 11 I .1.11, L IV- '___1 /.._.T_._...._ .......... . USE: LUMBER YARD CURRENTLY � , . > , 4 I . , .. .... 11 - I.. - TRIANGU:LAR:�:BOARD::::FENCE:L:L:Ll,:::::..L I I 1.1-1 11 I L LL I L . I .. .... . I "... --1.1" .. 1. ".. I-... I I .,..,.., � L L .....- L . I I.. .. - , .. .1.1 .1 I LL - I � ... L � L I .1 . I . . I -�, 00 / -, 4 . ', . � . _,� 1-�7-:::::�:::� .%....%%...,. . . I..'� L. I - - ..... L . L . .11 1 :�' -- I . I I I 11-111.1 LL -1 I �� .. . . I - 10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY - IlF I I - L . L I L - ..- L L L . L ' , - L 111- I I I I.. I I '..,��� � �, � __ L - ' ' ' ' ' L L : ] , : ... - ;� ". � _t --- � .... . ... L. I ... I ,. L. - __� UNDER REVIEW FOR REZONING I L..''. - I L L L L � I -11 11 . . .1-.'- ' I . .. .1 I - . 1. LL I I 1, , 11 - . 11 . 1. . L L . I ...... �, � I IV � ''... I .... L _ L . L L L - .... L L - I I , - .. . ... . . , I .1.1 . . 0 1 LL - - .... . L 11 1. . I I I I.. L ' . , I . ....... . I I - DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. io w b _1>1 ,--,, ----,, :::X-:::::�::: , / L, L , I I L ____ 1. � 0) - . F-"_'_'_".' ..1-1-L 11 ''.., I I.. I I 1, I "'. L I-. I I .-I- e.�� .. _ - .� I I L- L:. ,:.:.:�So fj��, Va. L:j)SWjC: - I - ._ , - "."L. -I L : < V) 11, . �- 10 I L I.. I I. 1. I ...... L � I I " / I., 1". ., I .. .... L , '' L . . ..... _L::L:: �:, : pjaj�� 3.38_2 : . � L ., .1L. -- ...LI, -.1.1.1.1.....- . - . .1 I - 1. .- ...'..... I LL L I I -.111 I 11, ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS `6 . - . , *" . . � _� , >-?, �. 11 .. . ..., ..'-.L. , , - I I 11 w -----f' 81 . .,.*.*.,.,.,� ... ....... . D :4, ::':::/:':' . I , ,-I .... .... � , / // .... � , ASSOCIATION. - " __, .. 0 ----_ * :41 � ", IVID ____� 1AG , ,.. - - - . - �... A � f6 .. - - � I 2 IV ' , - 1__,� ro.�, � / - - LLL I � I I., I I I....... L I ..... .L - .".- .11. '11'. I . I I.. L 1 1''.. I .1.1 0. I / fl � o,p . is �%* .. 1-1 - .... L L I I I I 1 - L '' ,. .1L L I . -.1 I I.. L L - .. L L L I I I -L L I .. I-, - . I - I L � I ;;1P �__� If 3" -1 � I . L- - L , , 1.1, I 1. 1. ''. - '' L 1, 1. 11 I - . 1. LL L I I I . L L L L I ,�1.1, 1. 1. .... I "I I I I L 1 -11 , I ".':::::::: ::: L �� , L L-1 .. I I I I.". .1 I 1. .... L . L ... L . LL . 1. - . I IL I I I LL I L - .1. L LIST OF CHANGES PROPOSED ON THIS SITE PLAN AMENDMENT: kz____��,, I LP -_� L..'�...., A I 1. 1.1-111 ... L' - I I - 11.11 -I..,..'---, ... I ... LL I - I .1 . 11 - , I'll- L I U) S� I I T I /�G�- Ill L - I I .V ... � . . - - _._._�_ / - LU " - EXI� , _4� , "It .. ....... 45 4� .0 UPDATED BUILDING FOOTPRINT - APPROVED W/ LOR #i. I PO (TYP.) __ A`� L Pvyr" . � � IT-, - - Ir . . - ... 1-1 1-- 0", a- . - D, ! - � . - ... , - 4 NOTE: I , , ------- ------ -- 11 � I A-, �,4 -�T - / I L. - -.1 � - - 0 . � I ., -1 ....... /-' *:�.� ,..,. -C . . � - I . t 1�2.: ? 1�f -1 _ :�. - . .. .. - - - '. k ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO I - . . i . . �, UPDATED LOCATION OF HANDICAP PARKING LANDSCAPING . ,4 -_ %---- � \\ I y I .i �. _'.., ..'s.. �`(Ah �,.: ." ..-. . 4� Z� ---,- I. I I 691p 11't . . I . . / \ REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF 'k.-) I I I Z .S . . - - � 'I / - , . , I :_ TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED _j LA.J 11-4 - __.:i . 4 ' . 4 1 %wj , � . .�w PLANTING ISLANDS, AND ADDITIONAL PARKING SPACES. . 1� fpv -�XISTINGTREES, I 1 �4 � -0 ____< . - �'. -, I ___ . . Lp�. V --^z - </U/ .. ............ . . .... �'_'_'_'_'.___,_._. . � " . rr f.. 0- Q) , 11 :� - �� .. � .. �:� MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE 0 1 I I . I CAT`16� ..,. . - ... .... . I— ..... I ... 4 z :D . 0- If * ................ � ....... . .. .... I �._.t � . � �' . . I % . __�____1_1___ PLANT. _0 - � _. ...I.. - ....... ...... � 'I .------:,- � . - � I __ < DUMPSTER ENCLOSURE UPDATED FOR PARKING LOT CHANGES AND . � --py E -B 7 Q) EXISTING .,.,.,.*. .. .. ,/. . < __ __ ___ �F P� / ........ � - I I 0 Z& __ *1 -, . L_ .,.,.,.,.,. � ....... 1- --- � ...... � - f........�. I ..,.'%..% ..... . / . I . 1, ,1 � .----- P-4 U -.- . 4 /'4 A I PLANT NG STRIP %......%....� - � ...... _ I ...... -1 .......... w .... ....... Z,�.:��:- _-�,:,�::,-. 4 , . ! �� � :,. :. I - w ]z 0- � , ., � - - ........ � � ......... 7. 1.,.,.,.,.,... . . 4 1 . I . 4 . . --- Q . � � .. I - � ... 1. I . , . . ______ � RELOCATED CLOSER TO THE ENTRANCE OF THE PARKING LOT. - - � ��-' , F ....... , - -.1-11111 4 . , 11 - . - . _� � (n I , . � ......�.....��. � - j, -6 - I ... � --- �::�': .... �.._._ .1. . 1, � . - __ I - ,� � ET (TYP) �:���:::::�-:-�-:-:--- , -.----1-:-.---:-:-:-:-:-.-. 1- ....... /11 , . . , e . - . - �� - . .4' .� -__�__ ... _ ..,.,.*., ?/' I , I .... I I I I I 1, . . ,.* * .... ..,.4;� ..�, � ....... ... 1.1- .... . � _�;_��_, P"i""', _ , � , . ,� . . --- Q) . __ ___�__�_ , , - - . ..... ...... ... .. . . ....... , , .,. . , I - � � , � - I - Q ... _., 17_� . -IN- I - I - . Y � . - . - __ I- - -� ............. ... / .:.�-�.:.�v:-:-�-:-: -:-�-]:-� , - , I - I � . "� - --- __ - --I-,- , _" * ___ , .... � ............ - ,� , V) co/� . -__j 8 . � . 0 ----- /-' ::�::� :� `..�'.� ...... -, � : - - 4 . , , .. .1 ........ . - � 1 4- 2� ':9 - , ,e , - - ..%..., . ..... ......... 1; _. 71.:.7%.". - . 1, . '4 . < , : _ -.:.:./ I � d" __ , S;*W�- )�- - ......... %�, I ... .. � 4 RELOCATED STAIRCASE TO LOWER LEVEL b 1�8 I ID � - -, . , '' - F�-�, _/__�` . - � . z - A , ------- ---- -- ...%%...._ %.._.,%...... �, ... .... �. A., _. I I 0 .1 ... I ... ___ . ......... -.,I,&: ... � ... _ __ _� C _� -_ - I - ��%% ...... � ,7.%'_�"_ = . . .. ... 1. -- ". 1. �:_ . 114� - I .1 � - I -A .1 Uj 0 STREET LIGHT TO BE REMOVED TMP 056A2-01-00-02080 I �z r '% 4� >1 _ -_ -_ � NOTES: a Aft E MODIFICATION TO SIDEWALKS AND OUTSIDE PATIO AREA - - -702-COU4Tf-�FALSEMIARtE � 1. SET TREE PLUMB PRIOR TO STAKING. i C C/O FIENANCE ADMINISTRATION RM 149 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD j AND BROKEN BRANCHES AND SHALL BE PERFOPRMED UNDER BACKFILL TO TERMINATE--\ U I PORCH & STAIRCASE TO SIDEWALK ADDED TO THE PLAN _40_1._McMT1RE_RD. ----- --- --- -- THE SUPERVISION OF THE LANDSCAPE ARCHITE�CT. AT TOP OUTSIDE LIMITS OF 0 A7 - :D z � ROOTBALL . - REFER TREE 2 f 6HARLOTTESVILLE, VA 22902 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. STAKING DETAIL Q� RELOCATED BICYCLE RACK � . . . W A Ljj DB 3239 PG 326 .... _ ____ .-,-- - - ADD MULCH OVERTOP OF . . I Ld k - -,. I . 4. IMMEDIATELY SOAK PLANT WITH WATER, ROOTBALL AND PLANTING PIT L.&M LIMITS, BEGINNING AT NO MORE �� MODIFICATION TO LOWER LEVEL PARKING SPACES ZONED: RESIDENTIAL 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATtONIS AS THEY THAN 1" DEPTH ATTRUNKAND z 0 . a z 9 USE: FFUTURE SITE OF CROZET LIBRARY I RELATE TO THIS INSTALLATION. TAPERING UP TO A DEPTH OF Ld � 3" AT PLANTING PIT LIMITS, I THEN TAPER TO PROPOSED Uj r- U) 10 RELOCATED DROP INLET& FILTERRA UNIT F- __ ,--- FINISHED GRADE � z . i . _j � 11 YAR) x _j z 0 3.1 UPDATED THE PROPOSED WATER METERS TO SERVE THE BUILDING TREE GUYING DETAIL CONSISTS TYP . . . �_ 0.1t, 0 OF 2 GUYS,SET 120* AROUND . 9 'I 4- 2 UPDATED LANDSCAPING PLAN WITH BUILDING, SIDEWALK, & PATIO PLANT PIT ON "UPHILL' SIDE SPECIMEN SHRUB;1;rI I mi w N*.Of 0 IAS SPECIFIED ON �,_ , I ...." .-. .-:." . I DRAWINGS) TRENCH EDGE AROUND Z, " , _... � ENTIRE AREA TO BE "_;1'�\\, .� I a a) "I ,,'. 0 - MODIFICATIONS ___�- REFER TO TREE MULCHED ,7/1 ,- BALL ,*. �. ,/ �_ ,,- REFER TO TREE STAKING DETAIL � I �� __ 0 STAKING Ar ,Nu ut rAIL 11 , ------ __��_ I0- 13 UPDATED WALL DETAIL . . . , COMPACT EXCAVATED SOIL J . 11 I \ter BACKFILL WITH CULTIVATED, j:L L.J > I - . OUT AWAY ALL WIRE BASKET � ORIGINAL SOIL- FROM PLANT U1 TO FORM ROOTBALL PIT ,, AND/OR NON-BIODEGRADABLECr I I I HANDICAP PARKING DIMENSIONS & DETAIL UPDATED PER NEW LAYOUT . TRENCH EDGE AROUND ON DOWNHILL SIDE OF TREE 4 111. -1. PIT EXCAVATION IF LOOSE, IF 14 . ENTIRE AREA TO BE b // , 11 ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT LWAIIIIIIJ 0 MULCHED MIN. FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH x 11 BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL Q) 115 LOCATION OF SITE LIGHTING UPDATED FOR CHANGES TO THE SITE . TRENCH EDGE AROUND TO BE UNTIED FROM TRUNK MATERIAL. AMEND BACKFILL 0 AVIL Q " ��,. >,� - ?,-I ENTIRE AREA TO BElel.."..'. I - 11, AND CUT AWAY TO A POINT . PER SPECIFICATIONS, COMPACT REFER TO ROOTBALL PIT 79/� MULCHED 17TM I I . .. .. I � - t. ',I'. I - ,.*:,.-%',.-� I AT LEAST 1/2 DISTANCE DOWN BACKFILL IN LIFTS BY FOOT. U. .:,.!�.... , BUMPER BLOCKS HAVE BEEN ADDED TO THE PARKING LOT & SIDEWALKS ,�%.! I.-.- *�*. . w M (D DETAIL . . . . . - . - - ROOTBALL. WATER THROUGHLY AT 1/2 . ,:.*. I I= - ��.,!.-,-*,.,:.*. a M (=) - . �', ..-,V-,:. I - . -1 r DEPTH. E 0 0 :. "'.:.... , \,<<� , - -; �$- .• REFER TO ROOTBALL PIT 1. I - z --....'t'. �, - E E & . . SCARIFY BASE OF PLANT PIT 0 ADJUSTED TO MAINTAIN 5'MINIMUM lzx, � , ; "i. / DETAIL . WHE EXCAVATING PIT: RETURN AND COMPACT LOOSE �0\,�'\\�, *."�`*'.- � X/, \ I lul 1\ I N I THROUGH AND LOOSEN ALL , . - .:-*..'*.*, -, �X� N\' I -- - \_ FUTURE ',�/ ,'."�:;;�.:%.-� ROOTBALL , .. I - " ;t' , ROOTBALL :4 .: , . k 1) = HARDPAN (REMOVE AS EXCAVATED MATERIAL TO (D \ \\,� :� -.:-.. , - I PLANT PIT TO ESTABLISHED Uj E '. . '. -, = - - U If-wy-my- I - NECESSARY TO FACILITATE � 1-1 IE 1 14 .4,-. ;'.. - I - _� I .- I ;,- . a, I flqj - � DRAINAGE) LIJ D , , , , , �; THE RETAINING WALL HAS BEEN CHANGED TO A CONCRETE RETAINING WALL. DEVIELOPMENT BY .. ; . : .,---I- ., t;: A - I PROPER DEPTH PRIOR TO A - , I I - - PLANT PLACEMENT 2 'r U I _,��NINOM'11\1��;1�1�1\_�\11 . " . -1 I _11 . 0 11 ,,,,,,,,,,, . , Ln _0 OTHERS 1� �/ <V,A - /, �� 1\1 THE SITE PARKING LOT HAS BEEN UPDATED FOR THIS MODIFICATION. . .,<, 111111, `� "'I- 11 1-1-11--,"', \\\ -0 " wN 11 - � / - NOTES: JOB No. " '�,X, -�,`�' � x I W/0 /,\\p/,, �\� '� ,V"',</// , ��P� , , 1\11N 1\0,01 WMIMS "M �w 11 \1 ,\\; 1 18 UPDATED SITE AREA CALCULATIONS PARKING CALCULATIONS AND I 1. ",\\�\ -I � I - �\��\,�INI<INN REFER TO ROOTBALL PIT . NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT A I I NOTES-' NOTES: DETAIL . AGREE -ABLE TO THESE PLANTING CRITERIA OR WHERE. CONDITIONS -RAISE CONCERNS ,IN 112055 -00 1. SET 'TREE PLUMB PRIOR TO STAKING. 1. SET TREE PLUMB PRIOR TO STAKING TERMS OF PLANT SURVIVABILITY OR WARRANTY. 0 � W 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, I co � PROPOSED USES FOR THE BUILDING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND OR INCURRED DURING, PLANTING PROCESS. SCALE Q 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT, SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT _0 1/, /// I / I z /"�_M.l I 1�r I // - I -/ / �- � //-� ., � . �/ /,�,, Ij -�,-,�*t, I / ,/- � ,�/,,:', I /17/1/1 C: UPDATED SITE NOTES in = 20' 0 ROOT _ . -_'� SH r4 W (a�) TREE PLANTING W.0" ( 2� TREE PLANTING ON SLOPE LO -00 (3 SHRUB PLMTING LO -007 BALL PIT 1.0�1 . 4 REVISED GRADING PER MODIFICATIONS TO THE BUILDINGS, PATIOS& \,,, �2 SECTION N.T.S. . SECTION . N.T.S. \, . �2 SECTION N.T.S. SECTION I *4 N,T3. SH -2 Z��o \12� SHEET NO. 0- a) SIDEWALKS 61 w . LL -1 a) I I f I = . - I- Applications Department 1611 Clovis Barker Rd. San Marcos, TX 78666 Phone: 512-753-1000 Fax: 512-753-1241 Email: Gardco.Applications@philips.com NOTES: 1. MOUNTING HEIGHT SHALL NOT EXCEED 20'. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 3. LIGHT FIXTURES SHALL HAVE A BRONZE COLOR. PureForm. P21 .-Spedficatians GENERAL DESCRIPTION., Philips Gardco PureForm LED RELIABILITY- luminaires ELIABILIT -luminaires combine LED performance excellence and advanced RtiEiflC'i'ED LUMETY DEi+RECiATitJi+1 DATA Gardco LED thermal management technology with a distinctbi purity of style to provide outdoor area lighting that is both energy Temperature aC Dpyr ayc L,o Hours. efficient and aesthetically pleasing. PureForm is defined by its high 350 mA 240,000 25 °C performance, sleek low profile design and rugged construction. 530 mA 180,000 The die cast aluminum housing mounts directly to a pole or wail, 350 mA 225,000 and has a maximum profile of just 3"- All LED wattages utilize 40 °C p j ttag 530 mA 160.000 h' performance s The luminaire features a h m e Class 1 LED systems, . U P Y Prediuedper(ermance dcviredfrom[EOmanufaczurers dam and erigumering design state of the art integral thermal control system to maximize LED oma a bored on lesrta LM -80 methodology A-1 �pede e may vary due to field app?x,&n conditions -L,, is the preditted rime when Li} per( rrnancc depreodtea t° performance and life, and to extend component life. The door �o%ofini5d (omen output. frame is die cast aluminum. Luminaires are finished with a fade and abrasion resistantTGiC powdercoaL PureForm luminaires THERMAL MANAGEMENT. The Philips Gardco PureForm are available in a wide variety of mountings and arms. LED provides die cast aluminum integral thermal radiation fins to Label provide the excellent thermal management so critical to long LED € OUSlNGf The PureForm features a die cast aluminum system life. housing, and mounts directly to a pole or wail. The low profile Filename rounded form reduces the effective projected area of the ELECTRICAL: Luminaires are equipped with an LED driver luminaire significantly, that accepts 120V through 277V, or 347V through 480V, 50hz to SINGLE 60hz, input. Driver output is based on the LED wattage selected. PureForm luminaires supplied with A1,A2 and A3 arms are Component -to -component wiring within die luminaire will carry provided with arms firmly attached to the main luminaire housing no more than 80% of rated current and is listed by UL for use at body. As a result, the luminaires provide the functionality, strength 600 VAC at 302T / 150'C or higher. Plug disconnects are listed and installation ease of an integral arm luminaire- by UL for use at 600VAC, I SA or higher. Power factor is not less A2 than 90%. luminaire consumes 0.0 watts in the off state. Mast arm mount luminaires are provided with the mast arm Ali motion sensors utilized consume 0.0 watts in the off state, mounting assembly firmly attached to the main luminaire 0.30 housing body. FINISH: Each standard color luminaire receives a fade and 7.25°_"_.'' abrasion resistant, electrostatically applied, thermally cured, I? RATINQ PureForm luminaires have a rating of?P66. triglycidal isocyanurate (TGIC) textured polyester powdercoat 18.42 cm finish. Standard colors include bronze (BRP), black (BLP), white VIBRATION RESISTANCE-, PureForm carries a 3G vibration (YVP), and natural aluminum (NP). Consult factory for specs on rating that conforms to standards set forth by ANSI C136,31. optional or custom colors. Testing includes vibration to 3G acceleration in three axes, all performed on the same iuminalre. LABELS: All luminaires bear UL or CUL (where applicable) Wet 18.42 cm Location labels. OPTICAL SYSTEMS: The advanced LED optical systems provide iESTypes 11, ill, IV andV d'istributions,as well as a Sacklight WARRANTY. Philips Gardco luminaires feature a 5 year limited Control optic. Special LEER corner cutoff optics are also warranty. Philips Gardco LED luminaires with LED arrays feature available, both as LCR (right) and LCL (left). Ali optical systems a 5 year limited warranty covering the LED arrays. LED Drivers feature unitized lens optic construction. also carry a 5 year limited warranty. Motion sensors are covered by warranty for 5 years by the motion sensor manufacturer. See Types 2, 3,4, BLC and LCRILCL optical systems utilize an Warranty Information on sitelighting.com for complete details and innovative redirecting reflector system to complement the exclusions. Polycarbonate lenses carry a 1 year warranty, performance of the LED optic. The redirecting reflector system includes a black surrounding surface to minimize aperture Philips Gardco re ernes the tight change materials or mod the design brightness when viewed from the rear of the luminaire. g of its product without notification assrt paof the company's continuing product gram tm p rovement program, PureForm luminaires areprovided standard without a glass lens, R for maximized performance. A glass lens is available as an option, sulti submimal da .shoe tfG.00-035 p2154rea prior.to arcfe in con ra And Pedestrvan Scale luminaUes at 34teTig�,T3rt8 cumllRerature{g,�21 resulting in reduced performance. All PureForm luminaires exclusions; as heli as re frguratioit�controls and delivered far lutn lnaicai provide foil cutoff performance. um �araeciiicauans 18 PurePonn 5TAA1£3ARPARM.lMQUNT,(41) _._....... ._.-- 30-04" _ _ i 20.09° - - _ 76.30'alm `-- - -- i 51,63'_c- 921" mvcimum profile 23.39 crm 3.0" 7.62 cm 16.59 cm ---- ----'._ t 25.94" 2'-09" _ 65.89 con 51.13 crn - 12.15 cm maximum profile _ 3.0" 5:73„ 7.62 cm 14.55 cra DC ATl 1:A MJmcs;b6eBT A3 _ 38.24"20.09" _ 47..13 cm 51.03 cm- �- 1I YiII�iYpB 8 k 10.Ob" 25.55 cm maximum profile 1(Y' -----_ 7,62 cm 44,22 on AI 31:05"I., 20.09" 78.96 cm - _,_.... 51.63 cm i 14:25" maximum profile 3.68" -_v"- 26;Q4 cm 3:0" 4:35 cm 7.62 cm €`+LL t OUNT IWOM51 Ai� Project: Project 32.12" } Label Description 81,59 cm Lum. Lumens LLF Filename - 2 18.42 cm GARDCO P21 -Al -1-BLC-90LA-NW @ 20' SINGLE 5170 1.00 P21-BLC-90LA-NW.IES --�' 2 S2 26.04 cc, SINGLE 8571 A2 ----- PARKING LOT 1.45 2.60 0.30 711-17,17 c 'm^ _ 8,67 7.25°_"_.'' Fe i 18.42 cm � 7.25" I 18.42 cm 22 Pu,,Fo OF �CHANGES PROPOSED ON THIS SITE PLAN AME: NDMENT: A:L UPDATED BUILDING FOOTPRINT - APPROVED WI LOR #- A\ UPDATED LOCATION OF HANDICAP PARKING,REMOVED LANDSCAPING ADDITIONAL PARKING SPACES. TI LANDS O PLANTING ISLANDS, ANDA 3 DUMPSTER ENCLOSURE UPDATED FOR PARKING LOT CHANGES AND RELOCATED CLOSER TO THE ENTRANCE OF THE PARKING LOT. RELOCATED STAIRCASE TO LOWER LEVEL STREET LIGHT TO BE REMOVED 6 MODIFICATION TO SIDEWALKS AND OUTSIDE PATIO AREA A PORCH & STAIRCASE TO SIDEWALK ADDED TO THE PLAN A\ RELOCATED BICYCLE RACK 9 MODIFICATION TO LOWER LEVEL PARKING SPACES to RELOCATED DROP INLET & FILTERRA UNIT UPDATED THE PROPOSED WATER METERS TO SERVE THE BUIILDING 22 UPDATED LANDSCAPING PLAN WITH BUILDING, SIDEWALK, & PATIO MODIFICATIONS 13 UPDATED WALL DETAIL 1.4 HANDICAP PARKING DIMENSIONS & DETAIL UPDATED PER NE'W LAYOUT 5 LOCATION OF SITE LIGHTING UPDATED FOR CHANGES TO THE SITE z BUMPER BLOCKS HAVE BEEN ADDED TO THE PARKING LOT & SIDEWALKS ADJUSTED TO MAINTAIN 5' MINIMUM a7 THE RETAINING WALL HAS BEEN CHANGED TO A CONCRETE RZETAINING WALL. THE SITE PARKING LOT HAS BEEN UPDATED FOR THIS MODIFIiCATION. a.8 UPDATED SITE AREA CALCULATIONS, PARKING CALCULATION6 AND PROPOSED USES FOR THE BUILDING. �9 UPDATED SITE NOTES o REVISED GRADING PER MODIFICATIONS TO THE BUILDINGS, PIATIOS & SIDEWALKS Project: Claudius Center Project # 200-0551 Specifier: Graham Murray - Collins Engineering Agent: Eric Lyons - Old Dominion Lighting Calculations By: Thomas E. Wilson - Philips Gardco Date: March 01, 2012 Scale: 1 : 1 Photometric data used is based on established IES procedures and published lamp ratings. Pt. x pt. values shown are horizontal illuminance at grade (single -plane), in footcandles. The LLF is based on lamp manufacturer's published mean lumen ratings. Field performance will depend on actual lamp, ballast, electrical, and site characteristics. Luminaire height shown is approximate overall mounting height above finished grade. (U.N.O.) �GRAPH7 SCj 0 % 0 20 40 IN FEET 1 inch = I :ft C9 / TMP 056A2-01-0.0-02000 ALEXANDER, MICHAEL B 705 INGESIDE LN CHARLOTTESVILLE, VA 22901 DS 3697 PG 147 ZONED: COMMERCIAL Luminaire Schedule Project: Project Symbol Qty Label Description Arrangement Lum. Lumens LLF Filename ---�� 2 S1 GARDCO P21 -Al -1-BLC-90LA-NW @ 20' SINGLE 5170 1.00 P21-BLC-90LA-NW.IES --�' 2 S2 GARDCO P21 -Al -1-5W-90LA-NW @ 20' SINGLE 8571 1.00 P21-5W-90LA-NW.IES Statistical Area Summary Project: Project Label Avg Max Min Avg/Min Max/Min # Pts Units CalcPts 0.58 2,6 0.0 N.A. N.A. 326 Fc PROPERTY LINE 0.20 0.5 0.0 N.A. N.A. 55 Fc PARKING LOT 1.45 2.60 0.30 4.83 8,67 88 Fe \ TMP 056A2 -01-00-071D \\� SMER aND TRUST; \ STEPHEWL THARP TRUSTEE i \ \ .0. BOX 2681 TMP 056A2-01-00-02100 CHARL ESVILLE, VA 22902 EMNPEA LLC �`'�� DB 2136 PG 545 7751 GLENTIVAR LNONED: COMMERCIAL GREENWOOD, VA 22943 \S Gy \ DB 3572 PG 674 / �\ CO COMMERCIAL ZONED: M SE: OFFICES a � \ <U / I \ Q C) / ry / OWER LEVEL PARKING PROPOSED SEGMENTED TMP 05.6A2 -01-00-071D DAMMANN, CHARLOTTE B & SARA LEE FRIZZELL 2958 BARRSDEN FARM CHARLOTTESVILLE, VA 22911 DB 4355 PG 10-15 DIB 4046 PG 496 DB 833 PG 003 IIB 324-92 ZONED: COMMERCIAL A2 -01-(0%0171A0 / DAMMANN, ARLOTT TMP 0!&SARA LEE FRIZZ L t / 2 8 BAR RS EN FARM d. CH LOTTESV LE, VA 22911 1 - DB 435 PG 10-15 DB 40 6 PG 496 DB 3 PG 003 ,SCOTT It. COLLINSZ ? No. 35791 ,, Y$kl%s tollblC� �� ONAL t c', ,0 0 RETAINING WALL WITH / 324-92 / HANDRAILS ZONE : COMMERCIAL TMP 056A2 -01-X00-02 ~ �'T / MICHAEL B 0 0.1 0.1 T1 0.0 // 1/ j`/ /r i ALEXANDER, :.0. \ 705 INGESIDE LN CHARLOTTESVILLE, VA 22901 �`�r + + + 42 IC + DB 1600 PG 191 '� :4: A 0.1 0.0 i '"' 0 \ 2 PARKING LOTS ZONED; COMMERCIAL ! :..�:'::...:::'...- :.� • : ', / F Kms..:/" Illuminance (Fc) MEDICAL OFFICE / f / ..... ..+.: +4...:. + + Z. / J 5+0::::::'::::Q:B'.'.'1 :. . ` 1 ._ 1 0.1 0.0 Average = 1.45 f �` 15 LOCATIO�vOF SiTEr/ _ Maximum - 2.60 I. Ir/ /� J LIGHTIi UPDA E FOR '`r /-•- - •� r,:��.,: Minimum = 0.30 ,/ .;' .. + +'.' ... + / I . / J \ Avg/Min /Mi n Ratio - 4. 83 s � I : .............. . 1 CHAN`��S O�;'�f�ES TE TMP 056.12 01 00 02080 ........... "........ :::�•:. � Max/Min Ratio = 8.67 RAUCH, BETTY JO L + AREA RESERVED FOR •4 P.O. BOX 205 :::...:::::: - :. .:::'::::::::::: \ . _.:. •. CROZET VA 229 2 TRASH RECEPTACLES. T RASH EN CLOSURE SH + - +..:....: ::':.: .....'..'.'.::::. ::::.:'::' ::' ::.::': +.::.'..:':::::::'::' . = : ::. '�+, + `+ + DS 3839 PG 6 ;:.: 0.1 .. 1 fit'' ::':1 :7' ' ..: '2.:2... _.Z.5:.::.: 2:5::......'::'.'.1..7' 1 0,0 0.0 ........ ZONED: COMM CIAL BE SCREENED WITH 4 2: ":'.'.'.......:.'-'...:..' .:...... ...... 1.. .: ..'.. r ........................... I • NE WOODEN FENCE :..:. - ::.':::` _':.:........... . ''::............ USE. LAUNDRY MAT & RY CLEANERS e , 0.1 .2 / 0.3 Q':8 . _ : - ;:" t:'..... - 6':. •.. ..1 _ . 2.4.... ' :.2.5...: '.'2: :.1.'. 0.10 - 141 ................. ............ . 0 0.1 T . (7.0 ------------ f _ / f J }...... . .... .......... .... 0.1 1 0.1 1 4 ' . _.. °�° ° . t•.'.':.. .':.':.':.' ' r • + r a '.'.'.'.':.'.'0-$..: i .. B~...:: :.' .'.'..'.1.:9.':.'.': '.. :...'..':.1.T.'.'::.'.....7.':.'. 7.5.'.'.'.'::... 3 .:':.:.'.0:9'.'.' .'.:. °o° 0:.1.' .....:.'0.:0.'.'.'.'.'.'.'.tT 0 0 t7 0.0 d. -- .� _ .. ,�;�'� �: ' ° --:.•:-3'5..5. ) a- ................ ....................... . ................ . 0 0. 0.1 0.6 i s :...' .' .'.'.'.:. ; a : a 9...... '... : :1, .....::- :..::-:3'.'.'::. ': t :1'.'.':. ' - $ 0. 0.0 0.0 + 0,01 0.0 0.0 1.3 :8 �._�., ::: .:.. 4.......i ... - .:::� 0 _0-:4:.' �,•� :�1:1.........U_. 0 0.0 i�0.0 .............. a a a - ai``.-,.. �fOC� + + + � � f} IC + + + b'j.6._ '.o- \. - -CA.... _ -i Q..�... �1� i E'�? �• t(7Ii�/� 4 0 ii 1 1.6 .145 8 :. 0..3.:'.'.':.'II.1:' .:'.'.' .0 fl: 0.0 0.0 �� : f'::..... '� ' 1 cif, v1 4O :' TMP 056A2-01-00-0710 :' .'.'.:: '- _4 4 ' + �g1C +.. J BRUCE BARNES INC. aa: 0.0 / 0.0 = 1.4 1.3 �'�'. 0:8 Q.2' ::::.....t..'.f3. 0 0.0 0 P.O. BOX 85 _`": CROZET, VA 22932 - aq 2-STO 2 CA �... Q . i ..+ 2 IV ::.::: k .: DB 916 PG 099 + + +.:.:.: DB 806-252 4 0.CA O RINT o. 0.7 i,. •e o. :1 Via. '.':.' o o° o.o 0.0 3' -tl �+,■� 9 IG L: ' ::':':: I ZONED: HEAVY INDUSTRIAL _ : 4 . USE: LUMBERYARD CURRENTLY IiV .3 :-':-0:7:':.'.'::.:(S, 0. 0.0 .0 0.0 UNDER REVIEW FOR REZONING fa E. ' :` 8 i G :':;�.......... . ...:'..': o p.0 d ' 1'.':.'.':.: Q,9:.':..'.' 0.0 0.0 0.0 lippyro11 r = = =� n of+ + +. �....-..... + + + _P EXISTING LIGHT °%Y- �, �. X1.0 0.0 e.o 0.0 POST (TYP.) rq L-ORAR �T + 22 lit ��!_:a`' `.. - .+ + + + i o L . �: a.o' j 0'.':::::..0:0-:.:•.•_--•. 0 0.0 0.0 0.o a0 v�4 �9rA 4° EXISTING TREES a Ir. :: ::::::' �]"' APPROX. LOCATION 0.0 :.'. :..�.:..... 0... :.'.o.R:.':.' .. o.:�LP .'.'.:..'.t�.o :::::.'-�. d : 40.0-e - „ EXISTING 6'..'.'..-..'::.':.'.:.'.':.'.:.'.'.:.'.'.:'..:.:.....':.'.'....:..:....'.'.'.'----------- A- 4 - .a PLAN STRIP -4 TING TYP�` ( ) -._0.... - -':.0:0 -J -':: - -0. 0,0 0.: 0 C ;. ..... --- ......-... a ire LIQ --...... �- ............ l�.... _ ........... 4 .. ...-.....: ..-. --.... TMP OS6A2-01-00 02080 / ............................. COUNTY OF ALBEMARLE -�;4-' :4 a.. : ..... - C/0 FINANCE ADMINISTRATION RM 149 ' 4 - a ~' - L ,,` 40 i M INTIRE RD '`- ' � � �: �- �� -=��� c - ---- CHARLOTTESVILLE VA 22902 a .:4 E8 DB 3239 PG 325 4 a...._ ZONED: RESIDENTIAL ~_`'-'` -1 p- :F -a ;: _ -.... _ USE: FUTURE SITE OF CROZET LIBRARY - t i `�+• r�i UJr ws i Ln UJ d, R LU r ,0 0 RETAINING WALL WITH / 324-92 / HANDRAILS ZONE : COMMERCIAL TMP 056A2 -01-X00-02 ~ �'T / MICHAEL B 0 0.1 0.1 T1 0.0 // 1/ j`/ /r i ALEXANDER, :.0. \ 705 INGESIDE LN CHARLOTTESVILLE, VA 22901 �`�r + + + 42 IC + DB 1600 PG 191 '� :4: A 0.1 0.0 i '"' 0 \ 2 PARKING LOTS ZONED; COMMERCIAL ! :..�:'::...:::'...- :.� • : ', / F Kms..:/" Illuminance (Fc) MEDICAL OFFICE / f / ..... ..+.: +4...:. + + Z. / J 5+0::::::'::::Q:B'.'.'1 :. . ` 1 ._ 1 0.1 0.0 Average = 1.45 f �` 15 LOCATIO�vOF SiTEr/ _ Maximum - 2.60 I. Ir/ /� J LIGHTIi UPDA E FOR '`r /-•- - •� r,:��.,: Minimum = 0.30 ,/ .;' .. + +'.' ... + / I . / J \ Avg/Min /Mi n Ratio - 4. 83 s � I : .............. . 1 CHAN`��S O�;'�f�ES TE TMP 056.12 01 00 02080 ........... "........ :::�•:. � Max/Min Ratio = 8.67 RAUCH, BETTY JO L + AREA RESERVED FOR •4 P.O. BOX 205 :::...:::::: - :. .:::'::::::::::: \ . _.:. •. CROZET VA 229 2 TRASH RECEPTACLES. T RASH EN CLOSURE SH + - +..:....: ::':.: .....'..'.'.::::. ::::.:'::' ::' ::.::': +.::.'..:':::::::'::' . = : ::. '�+, + `+ + DS 3839 PG 6 ;:.: 0.1 .. 1 fit'' ::':1 :7' ' ..: '2.:2... _.Z.5:.::.: 2:5::......'::'.'.1..7' 1 0,0 0.0 ........ ZONED: COMM CIAL BE SCREENED WITH 4 2: ":'.'.'.......:.'-'...:..' .:...... ...... 1.. .: ..'.. r ........................... I • NE WOODEN FENCE :..:. - ::.':::` _':.:........... . ''::............ USE. LAUNDRY MAT & RY CLEANERS e , 0.1 .2 / 0.3 Q':8 . _ : - ;:" t:'..... - 6':. •.. ..1 _ . 2.4.... ' :.2.5...: '.'2: :.1.'. 0.10 - 141 ................. ............ . 0 0.1 T . (7.0 ------------ f _ / f J }...... . .... .......... .... 0.1 1 0.1 1 4 ' . _.. °�° ° . t•.'.':.. .':.':.':.' ' r • + r a '.'.'.'.':.'.'0-$..: i .. B~...:: :.' .'.'..'.1.:9.':.'.': '.. :...'..':.1.T.'.'::.'.....7.':.'. 7.5.'.'.'.'::... 3 .:':.:.'.0:9'.'.' .'.:. °o° 0:.1.' .....:.'0.:0.'.'.'.'.'.'.'.tT 0 0 t7 0.0 d. -- .� _ .. ,�;�'� �: ' ° --:.•:-3'5..5. ) a- ................ ....................... . ................ . 0 0. 0.1 0.6 i s :...' .' .'.'.'.:. ; a : a 9...... '... : :1, .....::- :..::-:3'.'.'::. ': t :1'.'.':. ' - $ 0. 0.0 0.0 + 0,01 0.0 0.0 1.3 :8 �._�., ::: .:.. 4.......i ... - .:::� 0 _0-:4:.' �,•� :�1:1.........U_. 0 0.0 i�0.0 .............. a a a - ai``.-,.. �fOC� + + + � � f} IC + + + b'j.6._ '.o- \. - -CA.... _ -i Q..�... �1� i E'�? �• t(7Ii�/� 4 0 ii 1 1.6 .145 8 :. 0..3.:'.'.':.'II.1:' .:'.'.' .0 fl: 0.0 0.0 �� : f'::..... '� ' 1 cif, v1 4O :' TMP 056A2-01-00-0710 :' .'.'.:: '- _4 4 ' + �g1C +.. J BRUCE BARNES INC. aa: 0.0 / 0.0 = 1.4 1.3 �'�'. 0:8 Q.2' ::::.....t..'.f3. 0 0.0 0 P.O. BOX 85 _`": CROZET, VA 22932 - aq 2-STO 2 CA �... Q . i ..+ 2 IV ::.::: k .: DB 916 PG 099 + + +.:.:.: DB 806-252 4 0.CA O RINT o. 0.7 i,. •e o. :1 Via. '.':.' o o° o.o 0.0 3' -tl �+,■� 9 IG L: ' ::':':: I ZONED: HEAVY INDUSTRIAL _ : 4 . USE: LUMBERYARD CURRENTLY IiV .3 :-':-0:7:':.'.'::.:(S, 0. 0.0 .0 0.0 UNDER REVIEW FOR REZONING fa E. ' :` 8 i G :':;�.......... . ...:'..': o p.0 d ' 1'.':.'.':.: Q,9:.':..'.' 0.0 0.0 0.0 lippyro11 r = = =� n of+ + +. �....-..... + + + _P EXISTING LIGHT °%Y- �, �. X1.0 0.0 e.o 0.0 POST (TYP.) rq L-ORAR �T + 22 lit ��!_:a`' `.. - .+ + + + i o L . �: a.o' j 0'.':::::..0:0-:.:•.•_--•. 0 0.0 0.0 0.o a0 v�4 �9rA 4° EXISTING TREES a Ir. :: ::::::' �]"' APPROX. LOCATION 0.0 :.'. :..�.:..... 0... :.'.o.R:.':.' .. o.:�LP .'.'.:..'.t�.o :::::.'-�. d : 40.0-e - „ EXISTING 6'..'.'..-..'::.':.'.:.'.':.'.:.'.'.:.'.'.:'..:.:.....':.'.'....:..:....'.'.'.'----------- A- 4 - .a PLAN STRIP -4 TING TYP�` ( ) -._0.... - -':.0:0 -J -':: - -0. 0,0 0.: 0 C ;. ..... --- ......-... a ire LIQ --...... �- ............ l�.... _ ........... 4 .. ...-.....: ..-. --.... TMP OS6A2-01-00 02080 / ............................. COUNTY OF ALBEMARLE -�;4-' :4 a.. : ..... - C/0 FINANCE ADMINISTRATION RM 149 ' 4 - a ~' - L ,,` 40 i M INTIRE RD '`- ' � � �: �- �� -=��� c - ---- CHARLOTTESVILLE VA 22902 a .:4 E8 DB 3239 PG 325 4 a...._ ZONED: RESIDENTIAL ~_`'-'` -1 p- :F -a ;: _ -.... _ USE: FUTURE SITE OF CROZET LIBRARY - t i `�+• r�i