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HomeMy WebLinkAboutWPO201200038 Plan - VSMP Minor Amendment 2012-06-25✓1EN�_ CADD VERSION R14 PLOT SCALE 1 "=80' PLOT DATE COMM NO. DRAWING NO. ADDITIONAL IMPERVIOUS AREA 145,000 SQUARE FEET =3.33 ACRES NEW BUILDINGS SQUARE FOOT ITE IZATIUN APARTMENTS 307,832 S.F. DUPLEXES 25,200 S.F. EXTENDED CARE 20,000 S.F. COMMONS BUILDING 60,743 S.F, 0 40 80 160 TOTAL 413,775 S.F. SCALE: 1"=80' HEIGHT OF BUILDING FRONT HEIGHT OF BUILDING = 45' (APPROX.) REAR HEIGHT OF BUILDING = 65' (APPROX.) HEIGHT OF BUILDING WILL NOT EXCEED 650 , PROPOSED ADDITIONAL PARKINS SPACES PER UNIT MAJOR AMENDMENT (PARKING IN CiRCLE) COMMUNITY CENTER EXPANSION (20,000 S.F.) (3 STAFF) 1 SPACE/STAFF 3 INDEPENDENT LIVING APARTMENTS (120 UNITS) 1,25 PER UNIT 150 REQ'D DUPLEX COTTAGES (10 NEW) = 30 + 12 OFFSITE = 42 2 PER UNIT 20 REQ'D SINGLE FAMILY VILLAS (11 UNITS) 2 PER UNIT 22 ASSISTED LiVING BUILDING (3 UNITS -43 BEDS) 1 SPACE/3 BEDS 22 REQ'D EXTENDED CARE FACILITY (ALZHEIMER ETC.) (2 UNiTS-24 BEDS) 1 SPACE/3 BEDS 8 0 0 NOTES: 1) SET THE TOPS OF ALL WALLS ALONG PARK PATH EQUAL TO THE FINISHED GRADE OF THE PARK PATH. 2) KEEP ALL CUT/FILL SLOPES TO A MINIMUM SO AS TO SAVE THE MAXIMUM NUMBER OF TREES. 3) ALL HEXAGONAL TURNAROUND ISLANDS HAVE SIDES EQUAL IN LENGTH TO 9.0. ANY TREES WITHIN 0.0' TO —2.0' OF GRADE WILL BE SAVED. 4) ALL GRADING WILL BE DONE USING FINISHED CONTOUR LINES TO CAUSE THE LEAST AMOUNT OF CUT AND FILL ALLOWABLE, THE CUT AND FILL SLOPES WILL BE KEPT TO 2:1 OR STEEPER IF ROCK IS ENCOUNTERED. IN SOME CASES THE CENTERLINE OF THE ROAD CAN SHIFT TO SAVE SIGNIFICANT TREES AND ROCK OUTCROPPINGS. ww IS• C .A Xx, NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" 1-800-552-7001, ' .. '"! , 1` mc 14 11"1012,wl w NOTE: THIS AMENDMENT IS FOR CREATING PATHWAYS AND SMALL TRAILS WITH GAZEBOS, BENCHES AND OTHER RECREATIONAL AMENITIES THAT COMPLIMENT THE USE OF THIS SCENIC OPEN SPACE. NO ADDITIONAL PARKING IS REQUIRED SINCE NO ADDITIONAL RESIDENTS OR STAFF (I.E. POPULATION DENSITY) WILL BE INCREASED. t.. .rte'-"''"'•''� �'�, I\ -•+fir. f �� "`may"'`•. �., � � Y� ;+ ,� \ . � 1 � � 11• -'' ���r. �iR��r•�T' ,: I /+sq' � J� -� \ 613 Ar H WA7EMNE AND HOSE M CONNECTION Amwwm!ama IAL a Galompm la fmatmwmOlm SFE MCt+TEC7 PUNS LOCAn� NEw WATER Mo CAS �� 12 l< sz PROJECT DATA 1. (PROJECT NAME: WESTMINSTER CANTERBURY OF THE BLUE RIDGE 2. (OWNER: WESTMINSTER CANTERBURY OF THE BLUE RIDGE 3, ADDRESS: c/o MR. C. HENRY HINNANT, Ili 250 PANTOPS MOUNTAIN ROAD CHARLOTTESVILLE, VA 22901 4. TAX MAP 78, PARCELS 55(A)6, 55A, X AND Y 5, BOUNDARY PERFORMED BY R. AUBREY HUFFMAN & ASSOCIATES LTD. 6. TOPOGRAPHY OBTAINED FROM ALBEMARLE COUNTY SERVICE AUTHORITY G.I.S. INFORMATION. TOPOGRAPHY IS BASED ON U.S.C. & G.S. (NGVD 1929) 7. MAGISTERIAL DISTRICT: RIVANNA 8, ZONING: PRD, PLANNED RESIDENTIAL DEVELOPMENT; ENTRANCE CORRIDOR OVERLAY DISTRICT. 9. PRESENT USE: RESIDENTIAL/ELDER CARE/ASSISTED LIVING 10., PROPERTY IS SUBJECT TO ZMA 97-03 11. THE SITE IS NOT WITHIN A DRINKING WATER RESERVOIR WATERSHED, 12. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE. 13,. THIS PROJECT IS SERVED WITH PUBLIC WATER AND SEWER. 14., MINIMUM SETBACKS: BUILDING AND PARKING FRONT SIDE EQUIVALENT TO SETBACKS ON REAR ADJACENT TRACTS PER ZONING (VARIES) WESTMINSTER CANTERBURY ACERAGE: TOTAL = 63.35 ACRES kA M.:J.H. TRACT = 7.64 ACRES RESIDENTIAL = 63.35-7.64 = 55.71 ACRES OPEN SPACE PROVIDED = 19.31 ACRES 19,31/55.71 = 34.667. O.K. > 25% i�-- NOTE: ALL SLOPES GREATER THAN 25% ARE MAN MADE ie 2:1 OR LESS A WAIVER HAS BEEN GRANTED TO GRADE ON SLOPES 2576 OR GREATER. A WAIVER HAS BEEN GRANTED TO HAVE CURVILINEAR PARKING. A WAIVER HAS BEEN GRANTED TO HAVE ONE WAY TRAVEL LANES WHERE NECESSARY. 15, PARKING CALCULATIONS: TYPE CURRENT ADDITIONAL TOTAL SPACES PER TOTAL UNITS UNITS UNITS UNIT SPACES COTTAGES 40 40 2 80 HOME FOR ADULTS 81 — 81 1.25 101.25 HEALTH CENTER BEDS 34 32 66 .25 16.5 STAFF (MAX. SHIFT) 63 5 68 1 68 SUBTOTAL SPACES REQUIRED 266 SPACES SUBTOTAL SPACES PROVIDED 275 SPACES 1. MAJOR AMENDMENT(CIRCLE) ADDITIONAL SPACES PROVIDED 18 SPACES SUBTOTAL SPACES REQUIRED 266 SPACES SUBTOTAL SPACES PROVIDED 293 SPACES 2. DUPLEX COTTAGES SPACES REQUIRED 30 SPACES DUPLEX COTTAGES SPACES PROVIDED 37 SPACES SUBTOTAL SPACES REQUIRED 296 SPACES SUBTOTAL SPACES PROVIDED 330 SPACES 3. ASSISTED LIVING (43 BEDS) 1 SPACE/2BEDS REQUIRED 22 SPACES ASSISTED LIVING SPACES PROVIDED 20 SPACES `;UHIUTAL SPACES PHUVIDEU 350 SPACES 4. SPACES REMOVED TO ALLOW FOR ASSISTED LIVING 60 SPACES SUBTOTAL SPACES REQUIRED 318 SPACES SUBTOTAL SPACES PROVIDED 350 — 60 290 SPACES 5. ADDITIONAL SPACES PROVIDED IN NEWLY CONSTRUCTED LOT 120 SPACES TOTAL SPACES REQUIRED 318 SPACES TOTAL SPACES PROVIDED 410 SPACES 6, LOSS OF NEWLY CONSTRUCTED LOT —120 SPACES LOSS OF S'PACES EXISTING REAR LOT —100 SPACES LOSS OF SPACES IN LOT GOING TOWARD DUPLEXES —33 SPACES LOSS OF SPACES IN LOT BEHIND INDEPENDENT LIVING —5 SPACES SUBTOTAL SPACES REQUIRED 318 SPACES SUBTOTAL SPACES PROVIDED 152 SPACES 7, NEW SPACI::S REQUIRED INDEPENDENT LIVING APARTMENTS 150 SPACES _ DUPLEXES 20 SPACES EXTENDED CARE 24 BEDS 3 BEDS PER SPACE = 8 SPACES COMMUNITY CENTER(COMMONS) 3 SPACES SUBTOTAL =PACES REQUIRED 499 SPACES SUBTOTAL SPACES PROVIDED 152 SPACES gI 1 > 5' 8: HANDICAP_ SPACES 11 SPACES REQUIRED OF WHICH 2 VAN ACCESSIBLE REQUIRED SPACES PROVIDED 't, g, REGULAR 20 TO CHARLOTTESVILLE �T F so PANTOPS�p � 0 g0" 64 r S -T VICINITY MAP SCALE: 1"=2000' SI TE 1 e - - I V6 100 9 1 1 I►i0i4�7 L L ' I �j� A •rr"s xtf+f.M."• •.> .•.. ,., " !i/ ,A /+e• '� ::: • •4 � : ,_ �99'� ,'.`t� `'..�!�� % /Jj/ , Jr NA ir• � "Iltfzt...,`_t '. _. e,r, ;!.�+` ��.� a .:-. ♦ .. ..,-J'<I�r'�'� � ��� �� J j • . n, ".4K+� .. ., , �► . , �. .:. ��j. ,:�:_-.. , I:� ..i1 ..min,. . .�� � L -,.'a. r� ���1� t� •,r f� ,. , .. .. i• // s �..- • i�11.11 ''� Y{ 4;1 .;• •� , ,• �>A;+ ..; .�i�.�ilA, 1/ /� r -� i'., «sy � � r a r r • r r j tj �M, 11, �'i:+ a� y'r r • • r r � ..�•r. tr�(j �~ ��1 ,,,,., f -'i :, �,., l l +fir ::. 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Ate, M"♦ � - , , r r r , r a •Z:�✓� � ' '�St• ���1 •w, �/ r}'{.,jiffy' • • • • i +4rrr ' t , �•r�;�r+!(�t ��"`-> / � � • , r r r i ' • ' - r r • r r • r • • � � ` rr• i i- r •i r • i• � a -, r i • r i i- • .. i r r• -r r • i • • •` • r •r r • r • • •, • -• • it - • i- •- - • -• - • •rr r • • - ✓IENU CADD VERSION R14 PLOT SCALE 1 "=20' PLOT DATE COMM NO. D AWI . 620 610 IWO 590 580 DATUM ELEV 575.00 �O _ QN I-_0L0c ¢z -.2 01%,Ld HEIGHT: 8" *WEIGHT: I� o � ; NO. REVISION DESCRIPTION DATE ELEVATION 8" STEP 2. REVISION -ADDED LEVELING 600 N.T.S. Ili i 1. THE LEVELING PAD IS TO BE CONSTRUCTED DRAWING SCALE 5' COMM. NO. UNREINFORCED CONCRETE. DATE APRIL 2, 2012 2. THE BASE . FOUNDATION IS TO BE APPROVED i �- i m >� , STANDARD UNIT rn WIDTH: 18" VARIABLE(USE TOP OF CURB GRADES) ■ • i I , �J ' j co O oO 0) 1* 0) mCD 10 �0) M u �� a� n ' r � cfl� 0 �00 110 co U� L00) 0ko 10+00 11+00 12+00 NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" 1-800-552-7001. NOTE: 1. THESE DIGITIZED PLANS SUPERSEDE PREVIOUS SITE PLANS. FINAL GRADING IS TO LANDSCAPE DESIGN. ALL SIDEWALKS, CURB RADII ARE DIMENSIONED. SOME DROP INLET TOPS HAVE CHANGED SLIGHTLY TO BETTER ACCOMMODATE GRADING. ALL WALKWAYS ARE TO BE CENTERED ON DOORWAYS. LAYOUT WILL BE VERIFIED IN ALL CASES. 2, CONTRACTOR SHALL REVIEW FOR ADDITIONS, DELETIONS AND/OR OMISSIONS AND REPORT SAME TO ENGINEER. 3. CONTRACTOR SHALL UNDERCUT 2.6 FEET BELOW FINISH GRADES SHOWN IN ALL SOFT AREAS. LANDSCAPE WALL NOTES: 1. WALLS CAN BE KEYSTONE, ANCHORWALL ,OR APPROVED EQUIVALENT. 2. WALLS WILL BE CAPPED. 3. NO GEOTECH REIFORCING WILL BE NECESSARY. KEYSTONE 4" CAP UNIT KEYSTONE STANDARD UNI --T--� 1 BACKFILL (� ZRETAINED SOIL DESIGN HEIGHT FINISHED GRADE 8 j UNIT CORE FILL -7 (3/4" CRUSHED ROCK OR STONE) HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=10t CENTERLINE 22.80' 22.80' TRAV LWAY 2.0" SM -9.5 SURFACE COURSE 22.80'ONE WA`( 12 00' rURB POT ELEVATIO S GOVERN GRADING) ARCHITECTURAL /r ���� HAND RAIL TO 620 Ii N / �� -� MATCH ADJACENT if //�: PORCH RAILING. �` p 610 i ■ R; 5 6,6+ Li 13+00 14+00 O/T I 1 1 1 a E U T I D / t •. i 4 NTE 5' F o i ' ILLL / i J ■ + '0. 4 30 N ROUN A p� 4 c 124C 4 5 i l / o G- 1 �0 i �, ti 0 E 5 P VC'LI E i4awa A 1 d 3.6 • IJO107 111 TER CG -2 / - EN / Q� •10 0 10 i� r .�. 1.10 .. 10.11111 / [[ [[ t���! �sli� � �i •r." ,j,'� :. 11 11 [[ it 0rt! EXISTING ]RUN TO BE REMOVED AS NECESSARY mQQ CLQ:�c6 _ QN I-_0L0c ¢z -.2 01%,Ld HEIGHT: 8" *WEIGHT: I� o � ; NO. REVISION DESCRIPTION DATE ELEVATION 8" STEP 2. REVISION -ADDED LEVELING 600 N.T.S. Ili i 1. THE LEVELING PAD IS TO BE CONSTRUCTED DRAWING SCALE 5' COMM. NO. UNREINFORCED CONCRETE. DATE APRIL 2, 2012 2. THE BASE . FOUNDATION IS TO BE APPROVED i �- i m >� , STANDARD UNIT rn WIDTH: 18" 590 DEPTH: 21" ■ • i I , �J ' j co ■ + d I LO r 580 h � IIi' I DATUM E,LEV 575.00 410 j t tilO C), 0) LO �II + + 0 tQ} COa fib'\rod I N o o f o - rAt Nq.<- x 13+00 14+00 O/T I 1 1 1 a E U T I D / t •. i 4 NTE 5' F o i ' ILLL / i J ■ + '0. 4 30 N ROUN A p� 4 c 124C 4 5 i l / o G- 1 �0 i �, ti 0 E 5 P VC'LI E i4awa A 1 d 3.6 • IJO107 111 TER CG -2 / - EN / Q� •10 0 10 i� r .�. 1.10 .. 10.11111 / [[ [[ t���! �sli� � �i •r." ,j,'� :. 11 11 [[ it 0rt! EXISTING ]RUN TO BE REMOVED AS NECESSARY mQQ CLQ:�c6 _ QN I-_0L0c ¢z -.2 01%,Ld HEIGHT: 8" *WEIGHT: I� o � ; NO. REVISION DESCRIPTION DATE ELEVATION 8" STEP 2. REVISION -ADDED LEVELING ,ANCHDI�WALL ON EQUAL, COLOR AND TEXTURE COSEN BY OWNER. W. 93 Q' 2 SUBGRADE SOIL CBR VALUE=10 INSTALLED 1.0' FROM PROPERTY LINE. /� 11 + t / / /~ P. . 01 " `L `�' f 1• r i \ C'`+! PARKING LCAT TYPICAL CROSS-SECTION ,/ / PC _YP 9 21 N.T.S. % �-- PERFORATED DRAIN PIPE (OPTIONAL) TYPICAL_ UNREINFORCED SECTION STANDARD UNIT - 1" MINIMUM SETBACK UNREINFORCED CONCRETE OR N.T.S. CRUSHED STONE LEVELING PAD- 6" CRUSHED ROCK OR UNREINFORCED CONCRETE LEVELING PAD -7 r 21" i SECTION MINI CAP UNIT WIDTH: 18" *DEPTH: 10" HEIGHT: 8" *WEIGHT: � +yam •-L APPROVED BY ; NO. REVISION DESCRIPTION DATE ELEVATION 8" STEP 2. REVISION -ADDED LEVELING PAD DETAIL N.T.S. BASE LEVELING PAD NOTES: 1. THE LEVELING PAD IS TO BE CONSTRUCTED DRAWING SCALE OF CRUSHED STONE OR 2,000 PSI± COMM. NO. UNREINFORCED CONCRETE. DATE APRIL 2, 2012 2. THE BASE . FOUNDATION IS TO BE APPROVED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. STANDARD UNIT WIDTH: 18" DEPTH: 21" HEIGHT: 8" *WEIGHT: 115 LBS ' SECTION MINI CAP UNIT WIDTH: 18" *DEPTH: 10" HEIGHT: 8" *WEIGHT: 45 LBS SLOPE CUT,,; °" UNIT FACE i+ yr,•M 6" CRUSHED ROCK OR UNREINFORCED CONCRETE LEVELING PAD STANDARD UNIT/BASE PAD ISOMETRIC VIEW N.T.S. �'DlMENSIONS &WEIGHT MAY VARY BY REGION DOWNHILL LOT TYPICAL GRADING PATTERN N.T.S. /� 1 • w 591/3 i � � ' ._-• ,. E� �4 59 LC)� 4$ 2 12 ��j 3' I I 9 9 800 � � � �-- � I I �`' �, h / •,,/� .- �j jjj _ X96.6 z �4Y 3 ft ( ��� j Q�r a� }0--- Cz C 4G,AL PAI S IPIN13 LO /TH IDE P BE 0 / 4 ! N N+ S 2.0 T 591. - i o ' r''a�! Q 1 L G 0� � i T W A i / TC 5 1 / /\ T 591. 3 0 9 .11 ��° �� 6„ F PR T 1 ! , /M �4 Iy Oil] TC 1. 1 15 t"` 0 0 cc 591.- ° ° moo, r / 1 1 ry .J TC 90.70 ■ �� �, + i %,F S Zz C 0.9 D°J0.4 19 0 TOP OF CURB ELEVATION O p,4QA (( �`� T 9 °` 1 0, 4�'� RADIUS TO LOW POINTS TOP OF CURB ELEVATION MINUS 0.2' MIN <S .38 17 / �� ;` ♦ 1♦1 CGS ON DOWN HILL SIDE=189.88' 1 9.0' 90 900 �i *r` �1� ' TOP OF CURB ELEVATION TOP OF CURB ELEVATION MINUS 0.2' MIN T , 1 9.0 v I o ' .61 9.5 T .62 T 89.75► #1 1� �N' �o��s9 \\\ TOP OF CURB ELEVATION (��t -� / T TC C589.5 0 1P ,1� i� 38'1 TOP OF CURB ELEVATION MINUS 0.2' MIN TC 89. 9 c5 1 t� �0 �p1, / -t-L4Q ro 20 1� 1 1+1♦ �GJ� `'� �V �h ,� '� �Q '� �-- '�' 3 6� 2q x 21 ai TC 5 �1� �P / T .50 �� a� 1 1 '3- U� EXISTING IRON TO BE REMOVED � T g 0 F. � � �� ti4 8 �X h r d AS NECESSARY 7.5 88.6 0 11 1TIC % 11 i 87 co/ TC 588. ♦ 1 1�'�1� QEF G� 14tK Ivor IF 23 8 ♦1 1♦ O q4 CO � S C 586.50 8, Q C) / 25 24 T 4 1 S.\ gg 1A�6q•0 C 6_._._.- 2 / 2 T \ J Q /110 585 T 58 .4 ttC 1110 CSG COP - R T 86.43, 38 b ti°' i#1� �1 1�1► q ` 2 X 1 q } C,Q'�4"1 ` a tih R` . R 1 01� 1 .0 G °� S �_3 i ► �� • o do � ��,o ti� �, 1 0 9 82A trtrrrtrrrt■ ■ISI I■ ■I \ �5 N" Nh �,C �� �,$ R`7 i�ritsrstrt■t�trtrt tri■t OSP Q OVE t�1♦1 T CURa 'C h ���' ON WAY EXITrr rr rrts► t■r■ a� ~� ♦ ° ````t X �� ►� r■trtNt■ '� • O ._-------"._..-- / t s r r t � s t r t r 1 0� i �- "J � ` � ` totr►t DO NOT ■r�ttsrst Joists ~_-1 � S two 50 �+ N t ~-- -NT �� _ , rrr►st tr►MM rrt■ _'' h ' �5 �� #.,,, , R- ice`` / 1 R=1.5"1'1;101prrt ENTE trrr•t�tr trtfittrt �,4t�} = 87.20 �� � �i o r t rn►►�trt �tr•rrrr _ X12 trrrrsts '".� ....+ o i�, ¢ �� mss' + I 1•_.; (N + s t t,w N i s • r 5' ��q G�R�-----"``� t r r ,ra t ' _ 9 T t r t r t � ! r► OgPF rMrr t"■r `` � ®� 25 i' 5 -z` LO o twists r•rr trtru►rt tst+�tstrr ■r;�r■r � 1 ' into its a ♦1rh ■ts ■[trrrts tstsrrrrt ■rr, �1g [+ttltsrrr • ■rm,r i hitt ts� t■ ■t ■t tr►�►� � p��1 D g2 50 wristt O AY Co ' ! CG . . 2, y � [ 1 • 4 O -4 X . 0, ♦ w \� W .�• 8.5 7 N �9 TRA LO Lj TANK- �\ S�IQRPGE SAN Xi TlN GEN, TOATION r ! 7 o, T X60 .5 ,� �� X RRS-T 61 0 • to ,s\� ii � ,... F � ON 'LF \j AT - _ _ ...- j -• _.,. _ - - TO CHARLOTTESVILLE �2 S0 TANTOPS Q��j`r gP��aaS �yST ROUE 64 VICINITY MAP SCALE: 1"=2000' \u ►�i�i7Ai�1►fIY NEW SPACES GLOECKNER ENGMEPBG IS N=G INC. ENGINEERS - SURVEYORS - PLANNERS - 1980 FOX RUN LANE CHARLOTTESVILLE, VA. 22901 Tel. 804-971-1591 Fax. 804-293-7612 U > KURT N. GLOECKNER 5649_- 0 �1 flNAL 1"'1 PROJECT TITLE �'0'Srv%R t�Ki4.}r.":r � 'SY3i2t ��'t , i..�w!7'•i] ..• • • • •.J}i�i4{: ' �:i:I' i"'iY'n� iiii. 'is".ii"" .: <. "'iii: ,. • viii' ALBKWARLE COUNTY, VMGMU Architecture Engineering Planning Interiors SECS Sherertz Franklin Crawford Shaffner Inc. 305 S. Jefferson St., Roanoke, VA 24011 Phone 540 344-6664 FAX 540 343-6925 eMail sfcs.com PROJECT DESIGNER Q .- CD PROJECT CIVIL ENGINEER ;KURT M. GLOECKNER, P.L.S. P.E. DRAWN BY LL_ Ii ` totr►t DO NOT ■r�ttsrst Joists ~_-1 � S two 50 �+ N t ~-- -NT �� _ , rrr►st tr►MM rrt■ _'' h ' �5 �� #.,,, , R- ice`` / 1 R=1.5"1'1;101prrt ENTE trrr•t�tr trtfittrt �,4t�} = 87.20 �� � �i o r t rn►►�trt �tr•rrrr _ X12 trrrrsts '".� ....+ o i�, ¢ �� mss' + I 1•_.; (N + s t t,w N i s • r 5' ��q G�R�-----"``� t r r ,ra t ' _ 9 T t r t r t � ! r► OgPF rMrr t"■r `` � ®� 25 i' 5 -z` LO o twists r•rr trtru►rt tst+�tstrr ■r;�r■r � 1 ' into its a ♦1rh ■ts ■[trrrts tstsrrrrt ■rr, �1g [+ttltsrrr • ■rm,r i hitt ts� t■ ■t ■t tr►�►� � p��1 D g2 50 wristt O AY Co ' ! CG . . 2, y � [ 1 • 4 O -4 X . 0, ♦ w \� W .�• 8.5 7 N �9 TRA LO Lj TANK- �\ S�IQRPGE SAN Xi TlN GEN, TOATION r ! 7 o, T X60 .5 ,� �� X RRS-T 61 0 • to ,s\� ii � ,... F � ON 'LF \j AT - _ _ ...- j -• _.,. _ - - TO CHARLOTTESVILLE �2 S0 TANTOPS Q��j`r gP��aaS �yST ROUE 64 VICINITY MAP SCALE: 1"=2000' \u ►�i�i7Ai�1►fIY NEW SPACES GLOECKNER ENGMEPBG IS N=G INC. ENGINEERS - SURVEYORS - PLANNERS - 1980 FOX RUN LANE CHARLOTTESVILLE, VA. 22901 Tel. 804-971-1591 Fax. 804-293-7612 U > KURT N. GLOECKNER 5649_- 0 �1 flNAL 1"'1 PROJECT TITLE �'0'Srv%R t�Ki4.}r.":r � 'SY3i2t ��'t , i..�w!7'•i] ..• • • • •.J}i�i4{: ' �:i:I' i"'iY'n� iiii. 'is".ii"" .: <. "'iii: ,. • viii' ALBKWARLE COUNTY, VMGMU Architecture Engineering Planning Interiors SECS Sherertz Franklin Crawford Shaffner Inc. 305 S. Jefferson St., Roanoke, VA 24011 Phone 540 344-6664 FAX 540 343-6925 eMail sfcs.com PROJECT DESIGNER ' PROJECT ARCHITECT PROJECT CIVIL ENGINEER ;KURT M. GLOECKNER, P.L.S. P.E. DRAWN BY ' CHECKED BY ' APPROVED BY ; NO. REVISION DESCRIPTION DATE 1. REVISION PER COUNTY COMMENTS 5/30/12 2. REVISION -ADDED LANSCAPE WALL 6/8/12 ALONG N.W. PROPERTY LINES DRAWING TITLE PLAN SHEET DRAWING SCALE SCALE: l"=20' COMM. NO. DATE APRIL 2, 2012 DRAWING NewParkingLot.DWG JOB NUMBER 12-003-•00 SHEET 2 OF MENL CADD VERSION R13 PLOT SCALE 1"=30) PLOT DATE COMM NO. 97-018-07A DRAWING NO. STRMSEW.DWG -f*, mini ■�ri�f'Tp�' q601/ ,�4� �'O�1 GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED V.D.O.T.). 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST N BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. ALL DRAINAGE INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION. 6. PAVED OR RIP -RAP LINED DITCHES MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABLIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY, 10, CONTRACTOR SHALL VERIFY LOCATION OF ALL BOUNDARIES, BUILDINGS, VEGETATION AND OTHER PERTINENT SITE ELEMENTS. 11, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" 1-800-552-7001. 12. CONTOUR INTERVAL = 2 FEET 13. OUTDOOR LIGHTING SHALL BE DIRECTED TOWARD THE SITE AND AWAY FROM ADJACENT PROPERTIES AND ROADWAYS. THE FIXTURES SHALL BE SHIELDED WITH THE LIGHT RAYS NOT EMITTING ABOVE THE HORIZONTAL PLANE OF THE LIGHT FIXTURE. NOTE: ALL R.C.P. IS CLASS III 620 610 .10 590 570 560 550 DATUM ELEV. 540.00 13+50 THE TOP ELEVATION OF ALL DROP INLETS AND MANHOLES WILL BE ADJUSTED IN THE FIELD ACCORDING TO THE ROAD AND PARKING LOT CENTERLINE GRADES NOTtND CROSS SLOPE GRADES. ALSO MINOR ADJUSTMENTS SHOULD BE MADE TO CONFORM TO THE FINAL GRADE ADJUSTMENTS OF THE LANDSCAPE PLAN, R, 8 a STORM SEWER SYSTEM 71T //r_ mf-% TNT //f-% nT A AT ITT17TAT NOTE: INSTALL 3 NEW DROP INLETS (DI -3A EA. L=2.5') ,. I mmrr -� n' niA nnt;-Hnl IqF MANHnI F� SFT OVFR EXISTING PIPES Lei corn LO z Of O 0) c� N © co LL! ly ' n 0`0 V)z p O(' o w r + Cfl r � U V) o p Q m ci r-, z Q ¢ � Q ` o Q °° I` t- ro "cs7 ` 4. j� a- U) N `C 0)(n jj r" Q �+ `` I t,6 o w i + t- W 11 © I! m %n t - ,� 2r s 11 � Q FINISHED GRADE 0_1 m m I INISHED GRADE o -j m -j °�° !! +n o 0 LQ I OF¢ -F- 1 ! m ! o(y coo r. n a F.- V) `� a a n m �_ I _ I EXISTING RADE ~ _j 0000 z10 N FINISHED GRADE V) `- �n + 0 ro 169.11'-18" R.C.P. 01.68% --- 0000 0 0 000 126.80'-1 " R.C.P. (91.42% o 00 0 -24 R.C.P. C�1. 9% z o � 11 C) 100.14'-24"R.C,P. 01.80% z Z �� � oti 00 o z z _ z V) � II «i � - > j _ Ld _ jj Ltf Z z j -I t.c) Z z J Z � t- _ z 0 J Q § 2 L.!0 m O U j j Z Z O � � W CL z z QLLI0 q 0- z_ Q J z I 4 LLI (n E Z -i Z LLi Z z 0Q z o� d j c Ld L1- V) _ w x w z Q (n °" w DATUM ELL V 540.00 K) N O r� aj- Ln 00 00 s- � It to 0 O 00 00 Cil r N 6 O o �-- O d Lri cV aorn r- coo �rn r�i r__ r- 0) 000 oo �0 (000 ai L6 000 0� ad ori 0ao a� Don co r•U) 0o cQaO d co 000) Ln to U� tr1 to In Ln Lo l.() Lf) L0 Lt) to 0 V) L0 ti) L1) l(� LL7 Ln' 14+00 15+00 16+00 16+70.40 17+00 STORM SEWER SYSTEM D1#5 TO DI#9 PROFILE HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=30' 1 U+OU 620 610 m 590 570 560 NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" 1-800-552-7001. GRADE ADJUSTMENTS OF THE LANDSCAPE PLAN. DOG HOUSE MANHOLE 48" DIA. REINFORCED CONC. USE STANDARD VDOT DI-3AMH-1 WITH DOGHOUSE OPENINGS TOPS TO ACCOMODATE EXISTING PIPE SIZES SET DOGH CONCRETE DOGHOUSR SHALL BE BY MANUF) SAW CUT 1 OUTSIDE DI PLUS 6". TO CHARLOTTESVILLE PoG � 0 PANTOPS ?S Z�z�i Xi 9 C- 84� S1ou�„51 VICINITY MAP SCALE: 1"=2000' MINOR SITE AMENDMENT NEW PARKING LOT 27 ADDITIONAL SPACES PLAN GLOECMR ENGINEERING /SURVEYING INC. ENGINEERS — SURVEYORS — PLANNERS — 1980 FOX RUN LANE CHARLOTTESVILLE, VA. 22901 Tel. 804-971-1591 Fax. 804-293-7612 op o U � KURT M. GLOECKNER 5649 �� �sI01VAL � PROJECT TITLE LEARANCE ���,. TING PIPE E BEDDING �I!lEdi:Z'•Mi';�•"•uw3xj2:_i,}l:y:.4..,,,.i;:i2'�L`SwisiY.Ii. �• _i_}grii> ALBEMAZZ COUNTY, VIRGMU Architecture Engineering 8"X8"X16" AND 4"X8"X16" Y�? 'r', Planning SOLID CONCRETE BLOCKS 6" �y Interiors CENTER W/RISER WALL (4 EACH) Qfy41 DOGHOUSE MANHOLE BASE o,.,/ , SFCS FILL ALL VOIDS Sherertz Franklin Crawford Shaffner Inc. AROUND PIPE TO REMOVE TOP HALF OF 305 S. Jefferson St., Roanoke, VA 24011 THE HALF PIPE --`"~� Phone 540 344-6664 ELEVATION AND EXISTING PIPE THE FAX 540 343-6925 SI THEN FINISH DES PROPOSED DOGHOUSED TO A SLOPE SMANHOLE SITES. email sfcs.com THE PIPE PROJECT DESIGNER PROJECT ARCHITECT 550 ALLOW CONCRETE PROJECT CIVIL ENGINEER :KURT M. GLOECKNER, P.L.S. P.E. TO FLOW A MIN. '-' Q�pG S� DRAWN BY 1'-0" BEYOND BAS ,`A0P CHECKED BY OF STRUCTURE APPROVED BY DATUM ELEV d + S\ Gp p� \\-\G NO. REVISION DESCRIPTION DATE 540.00 �2 p P �� Vd 1 •' SQa „ 1. REVISION PER COUNTY COMMENTS 5/30/12 �\��\� Sti��" '4 °..° < ; 6� 2. REVISION -ADDED LANSCAPE WALL 6/8/12 <5�0� ALONG N.W. PROPERTY LINES 4 ' 'i •a FILL DOGHOUSE OPENING DRAWING TITLE AROUND EXISTING PIPE STORM SEWER SYSTEM WITH 3000 PSI CONCRETE WRAP EXISTING PIPE WITH OR NON -SHRINKING GROU NEOPRENE GASKET MATERIAL 3 D.I. ADDITIONS (WEST SIDE) BEFORE FALLING THE OPENINGS OR NON -SHRINKING GROUT DRAWING SCALE SCALE: 1"=20' FOUNDATION SECTION VIEW COMM. N0. DATE APRIL 2, 2012 DRAWING SHEET NewParkingLot.DWG JOB NUMBER 12-003-00 OF AENU R14 )T SCALE "=20' NOTE, 1) FINISH GRADING CONTOURS SHOWN ARE APPROXIMATE. SEE LANDSCAPE ARCHITECT GRADING PLAN FOR FINE FINISH GRADES AND EXACT YARD DRAIN LOCATIONS. 2) ALL EXISTING DOWNSPOUTS ALONG EXISTING BUILDINGS WILL BE CONNECTED TO NEW OR EXISTING STORM DRAIN SYSTEM. 3) ALL YARD DRAIN PIPE IS TO BE 6" P.V.C. SCHEDULE 40 PIPE EXCEPT AS OTHERWISE NOTED. 4) ALL FINAL HARDSCAPE LAYOUT INCLUDING CURB, GRADING AND YARD DRAINS WILL BE ACCOMPLISHED USING THESE LATEST PLANS, 5) 0 TYPICAL YARD DRAIN 5) * TYPICAL ROOF DRAIN LANDSCAPE FLORA LANDSCAPE NOTES: 1. PLANTING AS FOLLOWS: 14 RED MAPLES 1 1/2" 40' O.C. - CALIPER 40.0' -ON CENTER 2, WITH 14 RED OSIER DOGWOOD--- --- 2.0' HEIGHT AS SHOWN, 40.0' O.C. 2. 8- JAPANESE FLOWERING CHERRY 6,-7' HEIGHT ------ CALIPER 15.0' -ON CENTER (PRUNUS SERRULATA CVS.) 0 NOTE: 1. THESE DIGITIZED PLANS SUPERSEDE PREVIOUS SITE PLANS. FINAL GRADING IS TO LANDSCAPE DESIGN. ALL SIDEWALKS, CURB RADII ARE DIMENSIONED. SOME DROP INLET TOPS HAVE CHANGED SLIGHTLY TO BETTER ACCOMMODATE GRADING. ALL WALKWAYS ARE TO BE CENTERED ON DOORWAYS. LAYOUT WILL BE VERIFIED IN ALL CASES. 2. CONTRACTOR SHALL REVIEW FOR ADDITIONS, DELE11ONS AND/OR OMISSIONS AND REPORT SAME TO ARCHITECT. 3. CONTRACTOR SHALL UNDERCUT 2.6 FEET BELOW FINISH GRADES j SHOWN IN ALL SOFT AREAS. THIS PIPE MUST BE BLOCKED UNTIL EXISTING SEDIMENT BASIN #2 IS REMOVED AND THIS AMENDMENT AREA STABILIZED AT COMPLETION OF PROJECT. / ! i ,.n / ! ! N NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" 1-800-552-7001. % ARCHITECTURAL HAND RAIL TO MATCH ADJACENT # ■ �• ,rr/� �Q� PORCH RAILING. 1 t 0 1L6ct� LEGENDd. Lc) 0 f 0' �rn sozL ER©siorr AND SEDIMENT CONTROL SYMBOLS it .. ,3 CD = CHECK DAM LRaTS OF GRADING ■ ! s. R CE =CONSTRUCTION ENTRANCE (ALSO E=ff de SCOPE CRS= CONSTRUCTION ROAD STABILIZATION ! - DC = DUST CONTROL SILT FENCE SF---X-X-'-X-- it `v DD = DIVERSION DIKE 00 c0 DV = DIVERSION f f•- '•. IP =INLET PROTECTIONSTORM DRAIN ( THIS INSTALLATION MU MULCH nMI.E'P PROTECTION IS CRITICAL PS PERMANENT �! OP -OUTLET PROTECTION !?! r SC = STREAM CROSS NGNG DUST CONTROL DC DC h X SB = SEDIMENT BASIN ' a `r ! SF = SILT FENCE TOPSOILING ¢ f i �4 I ST = SEDIMENT TRAP SGT SEEDING TO & PS & t TO = TOPSOIL TS = TEMPORARY SEEDING GENERAL EROSION AND SEDIMENT CONTROL NOTES 0CID r 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION It ¢ it t CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK tz PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGUKATIONS VR625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS PE ' j / f / i 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR T4 OR AS THE FIRST STEP IN ;� a a CLEARING. / ; ` OO .+ �, ; 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT i - 0) N) t "� /t ALL TIMES. r , J 0) 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS / % / �� X t INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS THE CONTRACTOR SHALL SUBMIT �/ v - -------- A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN q� / APPROVING AUTHORITY. /11 I j h �- 5 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. `�G`12 ' 7. ALL DISTURBING AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND / TC n E DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. �! TC 9 �a !w ` OD DURING DEWATERING OPERATIONS, WATER WILL PUMPED INTO AN APPROVED FILTERING DEVICE. ' � 5 P VC`�LI I E }_o A 8. DUR G DE E G 0 ONS, ER LL BE U E RO - J ,�-' 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE mom10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT //7 11.. a MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMEDWITHIN 7 DAYS OF COMPLETION PER ZONING l/ %49 8 / ORDINANCE SECTION 5.1.28. ! �0 O 2 - 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF � % ALBEMARLE. / 157.6 10 f 14. BORROW FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO / THE HOURS OF 7:OOAM TO 9:OOPM. / / �' 00 5' 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL P ORDER TO MINIMIZE ANY HAZARD TO PERSON PHYSICAL DAMAGE TO ADJACENT LAND AND 1 PIN I SUPPORT, OR 0 DE . ., IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. i ,of '160' / yy 1 'a i t ��� 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT ,� t STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILD>ING OR OTHER PORTION OF THE PROPERTY. ` X f 17. TEMPOARY STABILIATION SHALL BE TEMPORARY SEEDING AND MULCHING, SEEDING IS TO BE 75j% T FEBRUARY TO i IX ANNUAL / Tj 2 n LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER 0 CONSIST OF 50/50 M OF U L // % / RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY /f y W591. 12 THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. R= - ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. / /� ' ;r 96.6 AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/101OOSF, INCORPORATED INTO THE TOP 4-6 / /' r 3 ` g „ 03 1 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 100OLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT / j i• ! MIX. PERMANT SEEDING SHALL BE APPLIED AT 180LBS ACRE AND (CONSIST OF 95% KENTUCKY 31 OR / / � / a3 TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 84LBS/100SF. ALTERNATIVES ARE SUBJAECT TO APPROVAL BY THE COUNTY EROSION CONTROL XQ S:_) L� •• �~--_ _rn t r INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED - az WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT'. ALL SEEDED AREAS ARE TO BE „ /�t �f RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES 6 F PR / / 5 , ' �� T I ? , !�M WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIREDa 15 -- IMMEDIATELY. A 1 A 6 I/ x 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES RE TO BE REMOVED WITHIN 30 DAYS OF00f FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. '178 x 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF N 40 / �° 1 APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) � ( � 7 � � -ff 22. PERMANENT VEGETATION SHALL BE INSTALL ON ALL DENUDED AREAS WITHIN (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. WATER PROTECTION ORDINANCE SECTION 17- z 2078 4 ♦' --�9 l fC:) r C d t -/ / T ca�� 19 �O ♦�♦ ,♦�♦` .► /hg�.� �°�•s93 C *4J c�� aSa � � ♦� �, 1 / � % OT � ti♦ ♦�♦ �j 002 j + "� , ..r'P:.• ,,,�" � * ` , '� � ,♦° '� = �' ; • + LO 22♦` �y / / �► 23 I `♦4 1'♦ g0 G`� ��` , X10 f ! 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E"}d'f�tiE}ii3_T''• L•"t"{YIN!: G; ^�►" .} }:r%'_:::2:ivi.'i..iI 1. ,ITtS3,.' .•'H A_BEMARLE COUNTY, 'VIRGINIA Architecture Engineering Planning Interiors Sherertz Franklin Crawford Shaffner Inc. 305 S. Jefferson St., Roanoke, VA 24011 Phone 540 344-6664 FAX 540 343-6925 eMail sfcs.com PROJECT DESIGNER PROJECT ARCHITECT ' PROJECT CIVIL ENGINEER :KURT M. GLOECKNER, P.L.S. P.E. DRAWN BY CHECKED BY APPROVED BY NO, REVISION DESCRIPTION DATE 1. REVISION PER COUNTY COMMENTS 5/30/12 2. REVISION -ADDED LANSCAPE WALL 6/8/12 ALONG N.W. PROPERTY LINES DRAWING TITLE EROSION CONTROL & LANDSCAPE PLAN SHEET DRAWING SCALE SCALE: 1"=20' COMM. NO. DATE 98100 00 MARCH 1 2012 MAY 20 2012 DRAWING SHEET NewParkingLot.DWG JOB NUMBER 4 5 12-003--00 OF MENU 450 450 440 430 DATUM ELEV 420 0+0 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+26.21 PROFILE: BIO -RETENTION BASIN SCALE: VERTICAL 1"=10' HORIZONTAL 1"=30' 3/8" BARS WELD TO EQUALLY SPACED BAR BEND AN[ 1 TRASH RACK -r- WHEEL 5' CORRUGATED METAL GENERAL CONSTRUCTION NOTES FOR 18" own 4(84" DIAMETER) STORMWATER MANAGEMENT PLANS ,r''�� SUPPORT 1.ALL DAMS AND CONSTRUCTED FILLTO BE WITHIN �`_'� BRACKET 95% OF MAXIMUM DRY DENSITY AND 2% OF//- - OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL 4 X 3/8" EPDXY STEM TO BE APPROVED BY A GEOTECHNICAL ENGINEER. � A GEOTECHNICAL ENGINEER IS TO BE PRESENT / / ,,-- \� ' ---- `\� �" COATED REINFORCING DUR�( CTION OF DAMS. ,,� / -� BARS 2.PlP JOINTS ARE TO BE WATERTIGHT 550/--// '`� \\� 6" D.I. SPOOL : 6" GATE �1f�j '^ �. CONNECTION BRACKET MECHANICAL t WlT�IIN TER MANAGEMENT FACILITIES. I ( \ �� �--•--- � VALVE 3.FOR TEMPORARY SEDIMRNT TRAPS OR BASINS 525 �� �M1 `�, 0 -•-�' 5' DIAMETER JOINTS WHICH ARE TO BE CONVERTED TO PERMANENT STANDARD MANHOLE -�- , S, TORMWATER MANAGEMENT FACLITIES CONVERSION �--- ---- S IS NOT TO TAKE PLACE UNTIL THE SITE IS STABLIZED, `�.''�\~ `�,�``�- -.�`\~ ``� MH -1 1CONCRETE AND PERMISSION HAS BEEN OBTAINED FROM THE PEDESTAL COUNTY EROSION CONTROL INSPECTOR. 475 %-� �, '\\� X75 DETAIL. / --- DRAIN PIPE AND VALVE Q \ / \ �•,�---- ,..,,•-�\ -�.� �•- �\ 600 425 X625 TOTAL AINAGE R A 650 4, 8 ISTING TENTIO BASI j ` _\ -- / �--� 675 (OLD LA SITE)'525 425 ..... A 700 725 -750 450► \ /✓r �,/'/` // t \ \ / /' / ---- 775 10 800 SEE PLAN VIEW: 810 -RETENTION t / IN AT SCALE 1 =30� '� / / BAS jf � \ � � � \, DRAINAGE �, \ 1 \ \ \ 475 / `�\�\`\\\ 1 \ 725' \ �\ \� AREA 500 �/ ~ \ I �, \\ \ �'` 800 675 700 1 ` % -��\ \�MI►y0 A� T E 1�` ��°650 SEE DETAILS APSHEET B�ASIN 750 775 -/ BASI��%� ,/ \ \ „ - (EROSION CONTROL PLAN) \ \ pQ /// 525 625 -600 P. 550 575 575 TOTAL P.U.D AREA IN TRASH RACK (TOP VIEW) TO CHARLOTTESVILLE '10 0 ,..�* PANTOFS 10 0 --WATER LEVEL FoR'17T1d 2 CD 0ELEVATION 442 �XADDI 0 L OL E RE U D=997\CUST, A 471< + 0 THI D_ OR 1475* AS SH60\ FORMER WATER LEVEL COD I � SAFETYPATH ACCESS/MAINTENANCE z BENCH 0 3' 5' TO 7' 1 1 AQUATIC BENCH NORMAL WATER 8 -10' Z SURFACE ELEV. 3 BASIN 1 TYPICAL RETENTION BASIN FLOOR 3 AQUATIC BENCH --SECTION N.T.S. CONSTRUCTION SEQUENCE 1. ROUGH GRADE TO ELEVATIONS SHOWN ON PLANS. MATERIAL USED FOR FILL SHALL BE FREE FROM ROCKS, ROOTS, MASS OR CLODS. 2. SPREAD TOPSOIL AND WETLAND MULCH IN THE HIGH AND LOW MARSH ZONES. GRADE THE HIGH AND LOW MARSH AREAS TO FINAL GRADES SHOWN ON PLANS. 3, PLANT THE HIGH AND LOW MARSH ZONES ACCORDING TO THE PLANTING PLAN SHOWN ON THIS S! -'[=ET. 4. STABILIZE ALL REMAINING AREAS DISTURBED BY CONSTRUCTION. 5. MAINTAIN EROSION CONTROL DEVICES DURIN CONSTRUCTION AND REMOVE UPON COMPLETION OF CONSTRUCTION OR ONCE THE DISTURBED AREAS HAVE STABILIZED. AQUATIC PLANTING PLAN 1. RECONFORM ELEVATIONS OF MARSH AREAS AND AQUATIC BENCH ONE WEEK BEFORE PLANTING TO ENSURE PROPER ELEVATION. THE AQUATIC BENCH WILL BE BETWEEN ZERO AND 1.0' BELOW THE NORMAL WATER SURFACE ELEVATION. 2. ALL AQUATIC PLANTS WILL BE PLANTED BETWEEN APRIL 1 AND JUNE 15. 3. IF NECESSARY, THE MARSH ZONES WILL BE DEWATERED 24 HOURS PRIOR TO PLANTING. 4. ALL PLANTS LOCATED IN THE AQUATIC BENCH WILL BE PLANTED IN GROUPS OF LIKE SPECIES, GROUPS OF LIKE SPECIES SHALL BE APPROXIMATELY 200 SQUARE FEET IN AREA. INDIVIDUAL EMERGENT PLANTS WILL BE PLANTED AT A DENSITY OF 18" O.C. SHRUBS WILL BE PLANTED ALONG THE ENTIRE SHORE LINE BENCH AT 4' O.C. 5. PRIOR TO PLANTING, BETWEEN 3" AND 6" OF TOPSOIL WILL BE RESPREAD IN AREAS TO BE PLANTED. IF SUFFICIENT TOPSOIL EXISTS, THE CONTRACTOR WILL PROVIDE WETLAND MULCH SUCH THAT THE COMBINED DEPTH OF TOPSOIL AND MULCH AREAS EQUALS 6". 6. ALL AREAS NOT SPECIFICALLY ADRESSED IN THIS PLANTING PLAN SHALL BE STABILIZED ACCORDING TO THE SEEDING SCHEDULE SHOWN ON THE LANDSCAPE DRAWINGS. FOREBAY SEE VOLUME 1-3.04 VIRGINIA STORMWATER MANAGEMENT HANDBOOK SEDIMENT FOREBAY EMBANKMENT D A 1 AND Lim 11 = 11.52 AC -- • >>` .� - -- STABILIZED RIP -RAP OVERFLOW INLET A CHANNEL f SPILLWAY A PROTECTION --- L _ r WESTMINSTER CANTERBURY SITE FOREBAY t '' WATERL P.U.D. SURFACE 575ELEVATION STABILIZED �s D PLAN VIEW: WATERSHED FOR BIO -RETENTION BASIN PLAN SCALE: 1"=200' INFLOW CHANNEL I STABILIZED OVERFLOW SPILLWAtY 1l " �J1 '' CONSTRUCTION/MAINTENANCE L- - --I - 3 3 -......-._• ACCESS_ _ _ 'N PLAN 4" /APPROVED SEDIMENT SPOIL j N.T.S. REINFORCED ( AREA (WITH PROPER EROSIONS CONCRETE 6X6 WW MESH \AND SEDIMENT CONTROL) (CROSS-SECTIONAL VIEW) PLANTING SCHEDULE PLANTING ZONE BOTANICAL NAME COMMON NAME QUANTITY MH STAT. 1+39 SAGITTARIA BIG -LEAVED 2.25" EMERGENT LA11FOLIA ARROWHEAD PLUGS NEXT TO POOL EMERGENT PETANDRA ARROW INV. IN= 6.62 VIRGINICA ARUM PLUGS HIGH MARSH SCIRPUS COMMON 2.25" EMERGENT PUNGENS 3 -SQUARE PLUGS NEXT TO INV. OUT 426.41. SCIRPUS SOFTSTEM 2.25" TO SHORELINE PURSHIANUS BULRUSH PLUGS SHRUB TCEPHALANTHUS BUTTON CONTAINER OCCIDENTILIS BUSH TOP=440.0 SHRUB ALNUS SMOOTH CONTAINER SERRULATA ALDER GRATE D. 7 TYPE 1 NEW 6 K 6 X 1 C NCRETE MH STAT. 0444 TOP OF DAM ANTI -SEEP COLLAR CENTERED INV. IN=423.2 ELEV. 445 ON EXISTING 36" R P INV. OUT=42 .98 1 TOP=433.0 3 NEW RISER TO BE INSTALLED GRATE D.1 7 TOP OF RI ER=435.5 TYPE1 TER SURFAC =435.5,- OUTLET=42 .22 "1411 2 -- --- -- '�'STATION ---_---- --------W _ --------- _ --------- ---------- --------- -------- - - - 0+19ME T1__.1v*1_05LUO OF POND= 62 CUBIC FEET _-- ES 1 p! L ----jj-617 54 PIPE-CONTR CTOR WILL NSTALL --- 956_73-61 % 1 1 27.5" ORIFIC AT INVERT OF '- 2 2 _ 8.5=INV O RISER 23 C� 3 61-17 STAE�INLET ON + � NEW CUT -0 7 TRENCH --x-,10' 0 o cfl o 0 0 0 0 0 CUT-OFF TF ENCH IS GO D CLAY o 0 r7 v a er o EC -1 APPROVED BY GEOTECHNICAL ENGINE R.ro TYPE B TRENCH DE TH = 10 MN. OR BED ROCK (WHICHEVER IS ENCOUNT RED FIRST) 0+0 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+26.21 PROFILE: BIO -RETENTION BASIN SCALE: VERTICAL 1"=10' HORIZONTAL 1"=30' 3/8" BARS WELD TO EQUALLY SPACED BAR BEND AN[ 1 TRASH RACK -r- WHEEL 5' CORRUGATED METAL GENERAL CONSTRUCTION NOTES FOR 18" own 4(84" DIAMETER) STORMWATER MANAGEMENT PLANS ,r''�� SUPPORT 1.ALL DAMS AND CONSTRUCTED FILLTO BE WITHIN �`_'� BRACKET 95% OF MAXIMUM DRY DENSITY AND 2% OF//- - OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL 4 X 3/8" EPDXY STEM TO BE APPROVED BY A GEOTECHNICAL ENGINEER. � A GEOTECHNICAL ENGINEER IS TO BE PRESENT / / ,,-- \� ' ---- `\� �" COATED REINFORCING DUR�( CTION OF DAMS. ,,� / -� BARS 2.PlP JOINTS ARE TO BE WATERTIGHT 550/--// '`� \\� 6" D.I. SPOOL : 6" GATE �1f�j '^ �. CONNECTION BRACKET MECHANICAL t WlT�IIN TER MANAGEMENT FACILITIES. I ( \ �� �--•--- � VALVE 3.FOR TEMPORARY SEDIMRNT TRAPS OR BASINS 525 �� �M1 `�, 0 -•-�' 5' DIAMETER JOINTS WHICH ARE TO BE CONVERTED TO PERMANENT STANDARD MANHOLE -�- , S, TORMWATER MANAGEMENT FACLITIES CONVERSION �--- ---- S IS NOT TO TAKE PLACE UNTIL THE SITE IS STABLIZED, `�.''�\~ `�,�``�- -.�`\~ ``� MH -1 1CONCRETE AND PERMISSION HAS BEEN OBTAINED FROM THE PEDESTAL COUNTY EROSION CONTROL INSPECTOR. 475 %-� �, '\\� X75 DETAIL. / --- DRAIN PIPE AND VALVE Q \ / \ �•,�---- ,..,,•-�\ -�.� �•- �\ 600 425 X625 TOTAL AINAGE R A 650 4, 8 ISTING TENTIO BASI j ` _\ -- / �--� 675 (OLD LA SITE)'525 425 ..... A 700 725 -750 450► \ /✓r �,/'/` // t \ \ / /' / ---- 775 10 800 SEE PLAN VIEW: 810 -RETENTION t / IN AT SCALE 1 =30� '� / / BAS jf � \ � � � \, DRAINAGE �, \ 1 \ \ \ 475 / `�\�\`\\\ 1 \ 725' \ �\ \� AREA 500 �/ ~ \ I �, \\ \ �'` 800 675 700 1 ` % -��\ \�MI►y0 A� T E 1�` ��°650 SEE DETAILS APSHEET B�ASIN 750 775 -/ BASI��%� ,/ \ \ „ - (EROSION CONTROL PLAN) \ \ pQ /// 525 625 -600 P. 550 575 575 TOTAL P.U.D AREA IN TRASH RACK (TOP VIEW) TO CHARLOTTESVILLE '10 0 ,..�* PANTOFS 10 0 --WATER LEVEL FoR'17T1d 2 CD 0ELEVATION 442 �XADDI 0 L OL E RE U D=997\CUST, A 471< + 0 THI D_ OR 1475* AS SH60\ FORMER WATER LEVEL COD I � SAFETYPATH ACCESS/MAINTENANCE z BENCH 0 3' 5' TO 7' 1 1 AQUATIC BENCH NORMAL WATER 8 -10' Z SURFACE ELEV. 3 BASIN 1 TYPICAL RETENTION BASIN FLOOR 3 AQUATIC BENCH --SECTION N.T.S. CONSTRUCTION SEQUENCE 1. ROUGH GRADE TO ELEVATIONS SHOWN ON PLANS. MATERIAL USED FOR FILL SHALL BE FREE FROM ROCKS, ROOTS, MASS OR CLODS. 2. SPREAD TOPSOIL AND WETLAND MULCH IN THE HIGH AND LOW MARSH ZONES. GRADE THE HIGH AND LOW MARSH AREAS TO FINAL GRADES SHOWN ON PLANS. 3, PLANT THE HIGH AND LOW MARSH ZONES ACCORDING TO THE PLANTING PLAN SHOWN ON THIS S! -'[=ET. 4. STABILIZE ALL REMAINING AREAS DISTURBED BY CONSTRUCTION. 5. MAINTAIN EROSION CONTROL DEVICES DURIN CONSTRUCTION AND REMOVE UPON COMPLETION OF CONSTRUCTION OR ONCE THE DISTURBED AREAS HAVE STABILIZED. AQUATIC PLANTING PLAN 1. RECONFORM ELEVATIONS OF MARSH AREAS AND AQUATIC BENCH ONE WEEK BEFORE PLANTING TO ENSURE PROPER ELEVATION. THE AQUATIC BENCH WILL BE BETWEEN ZERO AND 1.0' BELOW THE NORMAL WATER SURFACE ELEVATION. 2. ALL AQUATIC PLANTS WILL BE PLANTED BETWEEN APRIL 1 AND JUNE 15. 3. IF NECESSARY, THE MARSH ZONES WILL BE DEWATERED 24 HOURS PRIOR TO PLANTING. 4. ALL PLANTS LOCATED IN THE AQUATIC BENCH WILL BE PLANTED IN GROUPS OF LIKE SPECIES, GROUPS OF LIKE SPECIES SHALL BE APPROXIMATELY 200 SQUARE FEET IN AREA. INDIVIDUAL EMERGENT PLANTS WILL BE PLANTED AT A DENSITY OF 18" O.C. SHRUBS WILL BE PLANTED ALONG THE ENTIRE SHORE LINE BENCH AT 4' O.C. 5. PRIOR TO PLANTING, BETWEEN 3" AND 6" OF TOPSOIL WILL BE RESPREAD IN AREAS TO BE PLANTED. IF SUFFICIENT TOPSOIL EXISTS, THE CONTRACTOR WILL PROVIDE WETLAND MULCH SUCH THAT THE COMBINED DEPTH OF TOPSOIL AND MULCH AREAS EQUALS 6". 6. ALL AREAS NOT SPECIFICALLY ADRESSED IN THIS PLANTING PLAN SHALL BE STABILIZED ACCORDING TO THE SEEDING SCHEDULE SHOWN ON THE LANDSCAPE DRAWINGS. FOREBAY SEE VOLUME 1-3.04 VIRGINIA STORMWATER MANAGEMENT HANDBOOK SEDIMENT FOREBAY EMBANKMENT D A 1 AND Lim 11 = 11.52 AC -- • >>` .� - -- STABILIZED RIP -RAP OVERFLOW INLET A CHANNEL f SPILLWAY A PROTECTION --- L _ r WESTMINSTER CANTERBURY SITE FOREBAY t '' WATERL P.U.D. SURFACE 575ELEVATION STABILIZED �s D PLAN VIEW: WATERSHED FOR BIO -RETENTION BASIN PLAN SCALE: 1"=200' INFLOW CHANNEL I STABILIZED OVERFLOW SPILLWAtY 1l " �J1 '' CONSTRUCTION/MAINTENANCE L- - --I - 3 3 -......-._• ACCESS_ _ _ 'N PLAN 4" /APPROVED SEDIMENT SPOIL j N.T.S. REINFORCED ( AREA (WITH PROPER EROSIONS CONCRETE 6X6 WW MESH \AND SEDIMENT CONTROL) (CROSS-SECTIONAL VIEW) PLANTING SCHEDULE PLANTING ZONE BOTANICAL NAME COMMON NAME QUANTITY SIZE LOW MARSH SAGITTARIA BIG -LEAVED 2.25" EMERGENT LA11FOLIA ARROWHEAD PLUGS NEXT TO POOL EMERGENT PETANDRA ARROW 2.25" 1'- 0.6' DEEP VIRGINICA ARUM PLUGS HIGH MARSH SCIRPUS COMMON 2.25" EMERGENT PUNGENS 3 -SQUARE PLUGS NEXT TO SHORE EMERGENT 0.6' DEEP SCIRPUS SOFTSTEM 2.25" TO SHORELINE PURSHIANUS BULRUSH PLUGS SHRUB TCEPHALANTHUS BUTTON CONTAINER OCCIDENTILIS BUSH SHRUB ALNUS SMOOTH CONTAINER SERRULATA ALDER NOTE: SECTION A -A STABILIZED OVERFLOW SPILLWAY N.T.S. SHOWN AS CONCRETE. RIP -RAP, GABION BASKETS, OR OTHER TYPES OF AMORING MAY BE USED. FOREBAY 1 FOREBAY 2 PLAN VIEW: BIO -RETENTION BASINDRAWING H = 1' H = 1' L' ' 8 L- 14 \ / N P r .DW - � - \ / ew a kingLot G W - 8 W = 14' PLAN SCALE' \ \ � \ � � JOB NUMBER 1>1 =30 \ 5 5 Z31 E�-i R LEVE 4� ELEV 101\1=44 z EC -1 TYPE 4 /4 FO I / I v / NEW WATER ,EVsi WEST a �tOOj4 VICINITY MAP SCALE: 1"=200V nqkrsfflt� SITE Q3 a ECM1GMEMG SG INC. ENGINEERS - SURVEYORS - PLMNERS - 2246 IVY ROAD, SUITE 5 CHARLOTTESVILLE, VA. 22903 Tel. 504-971-1591 Fax. 804-293-7612 PROJECT TITLE J�yTH OF D AI111ii!.1 r,O "17 sci 5649 %s1QNAL .0 l 1 4303 `\ \ \�, \ ►' 0.111 ME E MANHOLE (SEEP O�'iLE BO ) / \ \ \ TC 435.5 ! iLBMUM COUNTY. >7MMU NSTALL 27.5" DIAM R 0 FIC / `3 ON EXISTING ENTRAt� E / Z 036 \I p 4 1 / _Architecture Engineering Planning Interiors IQ Sherertz Franklin Crawford Shaffner Inc. 305 S. Jefferson St., Roanoke, VA 24011 oo �' \ • / _ ----` Phone 540 344-6664 0 0 �� \ \ �, ,�. FAX 540 343-6925 \ ----- email sfcs.com PROJECT DESIGNER PROJECT ARCHITECT PROJECT CIVIL ENGINEER KURT M. GLOECKNER, P.L.S. P.E. (� \, DRAWN BY `� P ` ` �� �r CHECKED BY _ - :'" 422 p, � \ \ � -'" APPROVED BY ,..%� \l \ / % NO, REVISION DESCRIPTION DATE z TY Q i q�,1, �- �,.-- / 1 REVISION PER COUNY COMMENTS 5/30/12 2. REVISION ADDED LANSCAPE WALL 6/8/12 ALONG N.W. PROPERTY LINES } CO , ,� / ,-�� DRAWING TITLE PLAN SHEET � 1 / WEST BASF z t / %...� \ \ J DAT REVISED 7 '0 R 4 28 )\ `44 SPACE I1 - 435.5 \ \ %� L'�. RKING 1 N ` \\ ` " •41/ 4 DATE: APRIL 2, 2012 0 � �4 ---_ -r• / DRAWING SCALE: SCALE. 1"=200' \ / COMM. N0, SHEET EXISTING STABILIZED OVERFLOW GRADE H SPILLWAY (CONCRETE) -----NORMAL- WATER- S CE ELEVATION (FOREBAY) FOREBAY 1 = 449.0 = NORMAL WATER FOREBAY 11 = 455.0 `' SURFACE ELEVATION FOREBAY I & GRADE PROPOSED (RETENTION BASIN) RIP -RAP INLET CHANNEL PROTECTION W FOREBAY I & !I ELEVATION = 434 \ . 12-003-00 OF