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SDP201200008 Plan - Approved Final Site Plan and Comps. 2013-01-03
GENERAL NOTES: OWNER: J BRUCE BARNES, INC. P.O. BOX 85 CROZET, VA 22932 DEVELOPER: PIEDMONT DEVELOPMENT GROUP 2811 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 CONTACT: KATURAH ROELL (434)973-6055 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) PROPOSED USE: RETAIL/RESTAURANT AND OFFICES COMMERCIAL SQUARE FOOTAGE: RETAIL/RESTAURANT: 5,347 sf; OFFICE: 2,833 sf STORAGE: 2,413 sf NUMBER OF EMPLOYEES: 10 MAXIMUM PARKING REQUIRED: PARKING SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE & PROVIDED: 1 SPACE PER 1000 SQUARE FEET OF NET FLOOR AREA FOR NON-RESIDENTIAL USES PARKING REQ'D FOR RETAIL (UPPER LEVEL)=(80% OF 5,347 sf) / 1000= 4 SPACES PARKING REQ'D FOR OFFICE (LOWER LEVEL)=(80% OF 2,833 sf) / 1000= 2 SPACES 1 BICYCLE PARKING SPACE IS REQUIRED PER EVERY 10 AUTOMOBILE SPACES REQUIRED TOTAL AUTOMOBILE PARKING REQUIRED= 6 SPACES TOTAL AUTOMOBILE PARKING PROVIDED= 25 PARKING SPACES (INCLUDES 2 HC ACCESSIBLE SPACES) TOTAL BICYCLE PARKING SPACES REQUIRED= 1 SPACE TOTAL BICYCLE PARKING SPACES PROVIDED= 1 BIKE RACK TOPOGRAPHY/SURVEY: BOUNDARY & TOPOGRAPHY SURVEY DATA PREPARED BY TIM MILLER, P.E., L.S. OF MERIDIAN PLANNING GROU ON 3/30/2011 AND WAS FIELD VERIFIED BY COLLINS ENGINEERING IN MARCH OF 2011. 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 LIGHTING PLAN: NO STREET OR PARKING LOT LIGHTING PROPOSED PROPOSED BUILDING HEIGHT: SHALL BE TWO STORIES OR A MINIMUM OF 30 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. A WAIVER REQUEST WAS SUBMITTED WITH THE APPROVED PRELIMINARY PLANS. 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: ONSITE PAVEMENT (WITH CURB AND GUTTER) - 0.18 ac. (8,000sf) 41.2%± OF PROJECT LIMITS BUILDING - 0.12 ac. (5,347sf) 27.5%± OF PROJECT LIMITS SIDEWALKS - 0.04 ac. (1,900sf) 9.8%± OF PROJECT LIMITS GREEN SPACE - 0.10 ac. (4,174sf) 21.5%± OF PROJECT LIMITS TOTAL PROPOSED IMPERVIOUS AREAS = 0.35ac. (15,247sf) CRITICAL SLOPES: ALL CRITICAL SLOPES ARE MAN-MADE CRITICAL SLOPES FROM THE CONSTRUCTION OF THE NEW MAIN STREET & ALLEY THAT ARE ADJACENT TO THE PROPERTY. TOTAL DISTURBANCE OF MAN-MADE CRITICAL SLOPES ARE 0.13 ACRES, AND ALL IMPACTS 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 AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT 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 PROPERTY. COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CON7RACTOR S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOTASSUME RESPONSIBILITYFOR ANY CONSTRUCTION BEGUN PRIOR TO PLAN APPROVAL. plo — 11 ILI 4L11i 0 - FINAL SITE PLAN WHITEHALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA O �O O "vti / Q � 'Ile e �' c� ry TMP 056A2 -01-00-071D ) N, / SME] TRUST; /r STEPHEN LTHAR'PIRUSTEE / P.�, BOX 268 / / r �r r CHARLOTTESVILLE,VA 229 r� TMP 056A2-01- -0210'0--- 2136 PG 545 j/ EMNPEA LLC r ZZ : COMMERCIAL r 7751 GLENTIVAR LN rr GREENWOOD, VA 229 3 r i B 3572 PG 674 ZON •COMMER AL USE: CE r TMP 056A2-01-00_Oo r r r ! r TMP 056A2-01-00-02000 / r ,� DAMMANN, CHARLOTTE B & SAIIA� ALEXANDER, MICHAEL B r r/ r /r LEE FRIZZELL < r rr 705 INGESIDE LN 2958 BARRSDEN FARM Is, r < CHARLOTTESVILLE, VA 22 1/rr / �\ CHARLOTTESVILLE, VA 22911 �PUe�cgY r r / DB 3697 PG 147 / DB 833 PG 003 r \R/h, ED: COMMERCI / i ,r .\ DB 324-92 / r / 5 ZONED: COMMERCIAL TMP OGFA2-fl1=00-071A0 MMA N, CHARLOTTE 6 & SARA LEE FR ZZELL / ✓ `� r r ( 2958 BARRSDEN FARM CHARLOTTES'✓ILLE, VA 22911 DS 833 PG 003 / TMP 056A2-01-0 AO GAB 324-92 -44�� / ALEXANDER, MICHAE B // �� / �� / ZONED: COMMERCIAL 705 INGESIDE L J r / t / TMP 056A -00-0710 RLOTTESVILLE, V 22901 ( , (� �O 1600 PG 1 1 y \ r �� J BRUCE ARN C. �^/ S� - ZONED: ME CIAL /r / �1,` / CRO , VP. OA 25 32 �� r USE: MEDICAL FFICE ` / 11 D 916 PG 9 B 806-2 ZONE . HEAVY I DUSTRIAL USE: LU YA CURRENTLY �O UNDER REVIER REZONING r r TMP 056A2-01- 020B0� / r 4 r RAUCH, B JO L / rr P.O. BOX 05 r ,r CROZET, V 22932 r rr `ter r 383 PG 632 Z` MMB<IAL rr C rl USE: LAUNDRY AT Y&F NE \ / _ a �1 PROJECT OVERVIEW SCALE: 1" = 40' DEVELOPER PIEDMONT DEVELOPMENT GROUP 2811 HYDRAULIC ROAD CHARLOTTESVILLE, VA 2290 ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 VICINITY MAP SCALE: 1" = 1000' a n EXISTING CULVERT ... ... EARTH DITCH T-1 CULVERT E-1 DRI VEWA Y CUL VERT Q DROP INLET & STRUCTURE NO. S-2 BENCH MARK S-3 CURB S-4 CLEARING LIMITS S-5 Ole DP -1 DRAINAGE & SWM PLAN DP -2 PROFILES & DRAINAGE COMPUTATIONS LL -1 VDOT STANDARD STOP SIGN (SUBJECT PROPERTY) PROPOSED PAVEMENT W Z W „Z TMP 056A2-01-00-0700 w 6" DEPTH OF EC -3A DITCH Zoo— PROPOSED CONTOUR J BRUCE BARNES INC. Q n. 240.55 e _W EC -2 DITCH �— TBC DEN07ES TOP/BACK CURB 00 krrrt41• ti r. \ P.O. BOX 85 DEPTH OF EC -2 DITCH J~ CROZET, VA 22932 DB 1081 PG 412 W W 0 U C T O 0� Q DB 272-113 Vc a ZONED: COMMERCIAL U� 0 z N USE: VACANT TMP 056A2-01-0 -020BO �`� T •, 69• pUeA� ,,fVUE C COUNTY OF AL ARLE' r �Pvw r C/0 FINANCE ADMINISTRATI M 149 ` 401 McINTIRE RD °�� ' CHARLOTTESVILLE, VA 22902 • . DB 3239 PG 326 ZONED: RESIDENTIAL �BRRYA VFIVUE CRO 2FT OF _ LSIZE / PROJECT OVERVIEW SCALE: 1" = 40' DEVELOPER PIEDMONT DEVELOPMENT GROUP 2811 HYDRAULIC ROAD CHARLOTTESVILLE, VA 2290 ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 VICINITY MAP SCALE: 1" = 1000' a n EXISTING CULVERT ... ... EARTH DITCH T-1 CULVERT E-1 DRI VEWA Y CUL VERT Q DROP INLET & STRUCTURE NO. S-2 BENCH MARK S-3 CURB S-4 CLEARING LIMITS S-5 CURB & GUTTER DP -1 DRAINAGE & SWM PLAN DP -2 PROFILES & DRAINAGE COMPUTATIONS LL -1 VDOT STANDARD STOP SIGN LL -2 PROPOSED PAVEMENT W Z W EC -3A DITCH — — —200— — — EXIS77NG CONTOUR 6" DEPTH OF EC -3A DITCH Zoo— PROPOSED CONTOUR F_ Q n. 240.55 PROPOSED SPOT ELEVA 7701V _W EC -2 DITCH �— TBC DEN07ES TOP/BACK CURB 00 � J~ TIB DEN07ES TOP OF BOX g" DEPTH OF EC -2 DITCH Sheet List Table Sheet Number Sheet Title T-1 COVER E-1 EXISTING CONDITIONS S-1 LAYOUT S-2 UTILITIES S-3 GRADING & DRAINAGE PLAN S-4 NOTES & DETAILS S-5 NOTES & DETAILS DP -1 DRAINAGE & SWM PLAN DP -2 PROFILES & DRAINAGE COMPUTATIONS LL -1 LANDSCAPE PLAN & DETAILS LL -2 LIGHTING PLAN & DETAILS 11 TOTAL NUMBER OF SHEETS d #SCOTt R. COLLINS' o. 35791 IONAL W w ,z z W z 0 U F - z c w 03 g o t LU U v .J\ rw r � y-• J F N LU w 0 J ce Z O � U) N 3 LU a' c Q z 0 0 V) U a w .` j o LU U c c D c a c 0 J Q 1 1 N z m i (� �/ � z g Z W w O LU ZV O W jZ N LU cea _ H Y ^ W Z W ce w ,z z W z 0 U F - z c w 03 g o t LU U v .J\ rw r � y-• J F N LU w 0 J ce Z O � U) N 3 LU a' c Q z 0 0 V) U a w .` j o LU U c c D c a c 0 I Io wE> N N N m 0 a U N N J 0 Q W V N Y ^ W Ui o Z U' F_ Q n. W UjLL. _W N Uj0 Ln 00 � J~ L U 0 a� U J~ zL W I Io wE> Ua 0 Q_ 2 U I 'o w � E O w = U U) JOB NO. 112055 0 Y) SCALE 0 AS SHOWN cc U) SHEET NO. 0- a) T-1 s 3 a� V� m 0 a 0 D T Z J 0 Q W V N Y ^ W Ui o Z U' F_ Q n. W UjLL. _W Uj0 ry To i J~ L U L1J a� U J~ zL W W 0 U C T O 0� Q E Vc a 0 z w U� 0 z N t U C Ua 0 Q_ 2 U I 'o w � E O w = U U) JOB NO. 112055 0 Y) SCALE 0 AS SHOWN cc U) SHEET NO. 0- a) T-1 s 3 a� m 0 a D T C 0 W 0 2 w N 0 c o c 0 Z F_ Q n. P-4 UjLL. Uj0 To i 0 c L U L1J a� U o 0 zL W 0 U C T O E Vc a 0 z w z Ua 0 Q_ 2 U I 'o w � E O w = U U) JOB NO. 112055 0 Y) SCALE 0 AS SHOWN cc U) SHEET NO. 0- a) T-1 s JOB NO. 112055 0 Y) SCALE 0 AS SHOWN cc U) SHEET NO. 0- a) T-1 s T-1 s �\ \ ./ I \ w Ttijp o / / OWNER: DEVELOPER: \ OS6q , ^'vim _ / \\�� TMP 056A2-01-00-0700 PIEDMONT DEVELOPMENT GROUP ygs¢�6eNogr.o� o�?�, o Q? J BRUCE BARNES INC. 2811 HYDRAULIC ROAD 0.446ac. CHARLOTTESVILLE, VA 22901 ��� 14c, 02r Q' o ti 4j o o� ry� \ <<FR N of Q �� (ZOO ma' � ti / P.O. BOX 85 CONTACT: KATURAH ROELL z2 03 oh`O�� k' �o�- o _G �� / / CROZET, VA 22932 (434) 973-6055 FRc�q� o'� �` co DB 1081 PG 412 DB 272-113 �(0) 0.446at. INCLUDES AREA FROM THE VACATED ROAD TO THE NORTH. TMP 056A2-0�-00-071D NOTES: SMER LAN TRUST; \ \ - Q v/ / 1. BOUNDARY &TOPOGRAPHY SURVEY DATA PREPARED BY TIM MILLER, P.E., L.S. OF MERIDIAN PLANNING \ \� STEPHEN L T ARP TRUSTEE P. 2681 GROUP ON 3/30/2011 AND WAS FIELD VERIFIED BY COLLINS ENGINEERING IN MARCH OF 2011. �O. OX CHARLOTT VILLE, vA 22902 2. NO STREAM SETBACKS EXIST FOR THIS PROJECT. DB 136 PG 545 3. THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE TMP O 02 ZONE : COMMERCIAL RATE MAP, MAP NUMBER 51003CO229D, EFFECTIVE DATE FEBRUARY 4, 2005. / \EMNPEA L C1 \ �' \ / 4. ALL CRITICAL SLOPES SHOWN ON THIS SITE ARE MAN-MADE AND WERE CREATED FROM THE \\� / CONSTRUCTION OF THE SURROUNDING PARCELS. THESE CRITICAL SLOPES DO NOT RE 7751 GLENTIVAR LN �� � QUIRE \,-._ \ ., A 22943 _� _ \-__��-z,-- - / GREENWOOD,� S �'j' ADDITIONAL APPROVAL TO BE REMOVED. \ \ DB 3572 PG 674 / =/ \ ZONED: COMMERCIAL 5. DATUM: ELEVATIONS BASED ON NAD, 83. SE: OFFICES/ \ ! 6. THE SITE IS CLEAR OF EXISTING TREES AND SHRUBS. \\ \ \ \ / / APPROX. LOCATION \ \\ �/J' OF EX. W/L \� APPROX. LOC ION , OF EX. SAN. SE R \ TMP 056A2-01-brO-02000 \ ` 1 \\ ALEXANDER, MICHAEL. B \ Z�4&4/ 1 \ MH / 705 INGESIDE LN \ TMP 056A2 -01-00-071D OQ C444 9` / To = 0.99 / CHARLOTTESVILLE, VA 22901 D MMANN, CHARLOTTE B &SARA �1 ��FL 7 \ \ I �t� 9 \LEE FRIZZELLDB 3697 PG 147 / v-69 .49 2958 BARRSDEN FARM �CA / \ ZONED: COMMERCIAL / / \ \� CHARLOTTESVILLE, VA 22911 C Q \� .. DB 833 PG 003 00\ \, DB 324-92 BONED: COMMERCIAL ! o / t �- yi �� I -P \ STR 115-1 STR 113-3A / APP OX. LOCATIOGrate=711.58 Top =709.0 / OF E . FIRE HYDRA T Inv Out=705.47 Inv Out =7 2.09 STR 115-2 S _13 3B \ \ TMP 056A�01-00-02 115- Grate=702.8 1p In=702 76 (113-3A) ; ALEXANDER, CHAEL B � Q- � \ ' TMP 056 -01-00-071A0 \ Inv in -702.82 - J \ O p / DAMMANN CHA LOTTE B & SA LEE \ Inv Out -702.67 Inv In -7 2.81 (stub) \ \ 705INGES LN ry ��Az \ ,CV , F ZZELL CHARLOTTESVILLE, VA,22901 0 Q.. CO .00 \ \� ! 2958 BA RSDEN FARM. \ Inv Out -702.71 DB 1600 PG 191 v (� o \ CHARLOTTESVILLE, VA 229 1 STR 113-1 STR 113- %� ZONED: COMMERCIAL ) Q. p � , % / \ Top _ 698.33 - DB 33 PG 003 = 703 18 \ liSEs_ MEDICAL OFFICE \ .1 I,, [1 / _ \, / 1 D 324-92 \ Inv In -692.87 Inv In �2 TH 0� SCOT R. COLLINSZ No. 35791 Z11SjONAL EtGZ N N N N N _4 .--1 \ \� EMP- \`\\ f Apr I LP RCA t� `OCot \g n LP i MH -A po/ 11IS 3- O� �. Top =687.82 FX'� Ra 6 / `` TSN w/L �C - 4 1 Inv In=6 1.57 �- ... ,1 �' bg2' \ CIQR R ` U� LP 4 t\�-�Inv Ou =681. a / ..\� 691 pu'e A y V __ P` q `/ �N �LIGHT (O.ST REMOVED& REPLACE C �� C/EW EX.�G-12 TO BE EB w/ A G -12A � 698- O A S F ` \=- I �` W - BOA N 698 ° ET EX. PEDESTRIAN Concro# Sr 'mP�H/ LP \� SIDEWALK \ 700 - -- _-;� �w 4 15" EX. W/L & B.O. EBASSEM BLvD TO BE MO -702— -- _ 704 -_ '�\ 4� 4 i / ---- -- --EXISTING-FIRE- - �''�`� .; _ I EX. CURB & HYDRANT � p r° . QJ `'--...._`'.�- -._.. 1 --- - _ 706 _. �\ Q , EB\ - . `� 15' RCp ` / REMOVED UTTER TO BE TMP 056A2 -01-00-02080- `s COUNTY OF.ALBEMARLE -7 0 C/-0 FINAN8-- ~-��__ SLP 4 f -- CE ADMINISTRATION RM 149 401 McINTIRE R9 ---- ---PROJECT OUTFALLS N - `' 1 {} d -C-H�A�RL-f?TTESVICCE, VA 22902 EX. STORM SEWE"1$.A " DB 3239 PG 326 PROPOSED 11-06P INLET ZO : RESIDENTIAL _w ------IN-THIS LOCATION. l USE: FUTURE SITE OF CROZET LIBRARY 4 __�._ I _� �� �\ _ ----_. / � ! GRAPHIC SCALE --- / 20 , 0 10 20 40 IN FEET ) 1 inch = 20 iC il�- C Ul F zm `u W Q cn Jcn U g L CL. z(j) LU � 2 OZ 0 cT c O En Q a W LL. c e L Q' L 0- a z o W 112055 �U U SCALE 1" =20' �Y' 13 c u N N N N N _4 .--1 \ \� EMP- \`\\ f Apr I LP RCA t� `OCot \g n LP i MH -A po/ 11IS 3- O� �. Top =687.82 FX'� Ra 6 / `` TSN w/L �C - 4 1 Inv In=6 1.57 �- ... ,1 �' bg2' \ CIQR R ` U� LP 4 t\�-�Inv Ou =681. a / ..\� 691 pu'e A y V __ P` q `/ �N �LIGHT (O.ST REMOVED& REPLACE C �� C/EW EX.�G-12 TO BE EB w/ A G -12A � 698- O A S F ` \=- I �` W - BOA N 698 ° ET EX. PEDESTRIAN Concro# Sr 'mP�H/ LP \� SIDEWALK \ 700 - -- _-;� �w 4 15" EX. W/L & B.O. EBASSEM BLvD TO BE MO -702— -- _ 704 -_ '�\ 4� 4 i / ---- -- --EXISTING-FIRE- - �''�`� .; _ I EX. CURB & HYDRANT � p r° . QJ `'--...._`'.�- -._.. 1 --- - _ 706 _. �\ Q , EB\ - . `� 15' RCp ` / REMOVED UTTER TO BE TMP 056A2 -01-00-02080- `s COUNTY OF.ALBEMARLE -7 0 C/-0 FINAN8-- ~-��__ SLP 4 f -- CE ADMINISTRATION RM 149 401 McINTIRE R9 ---- ---PROJECT OUTFALLS N - `' 1 {} d -C-H�A�RL-f?TTESVICCE, VA 22902 EX. STORM SEWE"1$.A " DB 3239 PG 326 PROPOSED 11-06P INLET ZO : RESIDENTIAL _w ------IN-THIS LOCATION. l USE: FUTURE SITE OF CROZET LIBRARY 4 __�._ I _� �� �\ _ ----_. / � ! GRAPHIC SCALE --- / 20 , 0 10 20 40 IN FEET ) 1 inch = 20 iC il�- W Ul U W Q cn Jcn Jw 1 � 0 'Q C) U wtu 0- JOB NO. 112055 so SCALE 1" =20' �Y' 13 SHEET NO. E-1 _/-V I �`� v � NOTE: p r z. ALL DIMENSIONED CURB RADII ARE FOR FACE OF 0��� TMP 056A2-01-00-02000 (/e / CURB. Q Yy/ TMP 056A2 -01-00-071D �Q C / 2. ® REPRESENTS 4 PARKING SPACES SCOT R. CQLLINS`Z ALEXANDER, MICHAEL B 7% �/ (.y c� \ / 1 705 INGESIDE LN B '94 CHARLOTTESVILLE VA 22901 i DAMMANN, CHARLOTTE B &SARA F� 4� 3. ALL OUTDOOR HVAC EQUIPM HALL B O DB 3697 PG 147 / %r LEE FRIZZELL r1s/C��.,'Fsz S �j/ SCREENED ON THE ROOF BE IND 42" HIGH U No. 35791 2� 2958 BARRSDEN FARM f ZONED: COMMERCIAL �/ T PARAPETS.VISIBILITYOFAL MECHANICAL it -t -t2 CHARLOTTESVILLE, VA 22911 DB 833 PG 003 �Gf/ / �\ EQUIPMENT FROM THE EN RANCE CORRIDOR HALL �Sslo � / 8E ELIMINATED. Na>, DB 324-92 ZONED: COMMERCIAL 4 TRASH RECEPTACLE SHA L BE SCREENED AT ND OF �q� PARKING LOT. Ld 5. PROPOSED ROOF & CO ING SHALL BE MA OF z ! METAL MATERIAL WIT BRICK ACCENTS. J OWER LEVEL I / 6. CONTRACTOR SHALL Y ALL TIE-IN AD N o O / - j PARKING N �/ �/ ♦ \ Q T P 056A2-01-0-071�A0 , -� � ° p c� . , w PROPOSED RETAINING WALL / ! - CONNECTIONS TO ANY ROA EXISTING R UNDER ,` COLOR &MATERIAL SHALL y CONSTRUCTION. CONTRAC IS E ONSIBLE FOR "' z / \ �b DAMMA , CHARLOTTE B & SARA LEE' � MATCH THE EXISTING LIBRARY FRIZZEL N u XVt:NUE RETAINING WALL. SEE 958 BARRSDEls FARM NOTIFYING THE ENGINEER OF AN ISCREPANC{ES W N n0 CHA LOTTESVILLE, A 22911 BETWEEN THE EXISTING ROADS AND/OR CURB AND ~ / TMP 056A2-01-00-02 C7 (V SH S-4 FOR DETAILS. _j ¢ rn Lu ° ALEXANDER, MICHAEL B ,`� �\ DB 833 PG 03 GUTTER AND THE PROPOSED ROADS, CURB & Q M 705 INGESIDE LN <tf Q- UPPER LEVEL 3' REAR / / DB 324-9 GUTTER. CONTRACTOR SHALL CONTACT ENGINEER '-' PARKING C►NED: COM RCIAL z � z w co / CHARLOTTESVILLE, VA 22901 4 \ SETBACK / / TO INSPECT CURB AND ROADWAY TIE-INS TO o ¢ D DB 1600 PG 191 Q' PROPOSE\D CG -2 ~ � "' Q ZONED: COMMERCIAL PROP ED ASPHALT PAVING ASPHALT PAVING` (TYP) EXISTING ROADS, PRIOR TO CONCRETE OR ce z o zLn MEDICAL OFFICE / w U PAVEMENT BEING PLACED U g z / \ (TYP ASPHALT CONTINUES (TYP•) V) g \ 1.111- 17. THE PROPOSED BUILDIN SHALL BE T O STORIES OR Z o UJ j !! \ NDER STAIRWAY. / A MINIMUM OF 0' IN HEI HT. 0 z cn O z o AR A RESERVED FOR TRASH $ 0 U U 3 z / \ EPTACLES. TRASH AREA ALL PLANTING STRIPS ALL BE A M NIMUM OF 6' ¢ as a �? w 3 a \ / ,: N z � cn cn SH E SCREENED WITH 4' .: 2' S ! F S'WIDE. E. rr/\ � J z ¢ u01 Vl WIDE & SIDEWALKS S LL BE A MI IMUM O ID TMP 056A2-01-00-02080 WOOD CLOSURE. g. THE ENTRANCE INTO HE SITE & P NATE PARKING z r S MUCH, BETTY )0 L 4 ' � OVERRAN \ 0 Q , ! STREET LIGHT T ..... / LOT SHALL BE IN CO PLIANCE W H A VDOT z g o z P.O. BOX 205 / > 0 G, M REMAIN / PAD FOR STANDARD CG -11. '-' ce U) I / 4 a s U ---RACK, \ o�i'4 2 W / DB 3839 PG 6 :." . PROPOSED 5' `� o,�/ 1 THE PROPOSED BUIL SHA HAVE MULTIPLE o 0. W 16' T P ZONED: COMM CIAL PROPOSED RAILING ° . \ Q�Q`� TS &EACH TENANT L HAVE ITS OWN ".. ADJACENT TO TOP OF CUNC. SDWK (n w ° 4 pQ •- U) w U USE: LAUNDRY MAT & RY CLEANERS RETAINING WALL SEE \. VDOT STD �,j J O ENTRAN WESTERN ENTRANCE ON THE > , SHEETS FOR DETAILS. GG �S 3S J Q Ce w ° / / ALL BE .. ;. E 36" HIGH ETAL / PRIMARY ENTRANCE. �, ° �\� �, BUILDING SIDE FACy{� SOUTH SH PRIVAC RAIL \ O TRA E. o / !! / LOWER LE L .:. fN. . PIF OSED:. Ta'P ' . ENTRANCE T OFFICE Cd S.DW ' 8.. ! / PR SE D �s ° CURB CU� INS ADA PLANT HANDICAP d R3 ,..:' ..24 --DRIVE AISLE i5. G-6 ACCESS AT OF E ENTRANCE / a �,. " ...../. i? TYP o (FFE=404.5) HANDICAP PARKING / ,o ..� .....i1 ( ) N N �N- + / SPACE WITH A CON AD. Gow . VDU a2C� / t Cf " �, - O ..n - " °Q c EXISTING MPORARY STRE LIGHT 45.0' ° ° r�,' .' Q meq. a R5 R 4 CONSTRUCTI E T. :MAIN I STAIRWAYTOROOFTOPw/ SER ` , ' 9TH /.' .. .. -\` E 10+ 0 \� rn a "�`� GATE AT TOP. METAL SECURITY COURT d ° ,A CJ :I L DB y186 PG. 6zg o SCREEN ON EXTERIOR R d • II PROPOSED R/W TMP 056A2-01-00-0710 ROPOSED 6' UPPER LEVE / ]BRUCE BARNES INC.UPPER LEVEL CONC. SDWKENTRANCE P.O. BOX 85ENTRANCE \� �- n a d a ° ° .. PROP SED 6' CROZET, VA 22932 14'3•D UPPER LEVEL: 5,347sf ° ° DOT Si tS. d PLANT NG STRIP ` YV ° ° 4 LOWER LEVEL OFFICE: 2,833 sf 16 PG 09\� K� / o I :CU a2C/ BARNS DRIVE B 9� D LOWER LEVEL STORAGE: 2,43.3 sf ° DB c06-252 ° ZONED: HEAVY INDUSTRIAL 1 PPER LEVEL 139.06' 1pC: USE: LUMBERYARD CURRENTLY ENTRANCE ° \ KV X00 UPPER LEVEL FFE 716.5 i� ° S26°04'4 W UNDER REVIEW FOR REZONING EXISTING 6 W _ WER LEVEL FFE-704.5 ! 4 CONC. SIDEWALK W DWK ° ..,... 706.5 CONC S PR w.0 ° ° ° ( 0 A� vOi 280' CONTRACTOR SH LL MILL &OVERLAY THE ENTRANCE & a ALK - s % . PERFORM THEN CESSARIY MODIFICATIONS TO ACHIEVE SIDEW EXISTINGLIG METAL SHED -. fl ' OVER LOWER LEVEL ° 4 a < \s; ti f i - THE PROPER PRO OSED CROWN ALONG BARNES DRIVE & o POST (TYP.) ENTRY w/ 12"x22" C1 LOWER �l `=- - _ `"- LIBRARYAV . ROADWAY MODIFICATIONS SHALL BE L \ - / I o MNS ENTRANCE TO �� = - _ - _ L ...... COMPLIANT ITH CURRENT VDOT STANDARDS & N u W ° < _ °. - REGULATIONS. N '-` STORAGE VIA 12+00 PROPOSED OFFICE & STO AR GE _ VDOT STD. D SIDEWALK. METAL SPACE ON LOWER - -- f a CG -12C d RIMARY ENTRANCE & D INTED FLUSH `�ti - - j �r a LOWER LEVEL LEVEL . ' ~' : !I ° °° 0 EXISTING 6' . STOP IGN wj. 2 ° Vl E TO OFFICE VAIR.. PLANTING STRIP _ .' .'. 4 IN :': I`.. ~ 1° o (TYP) WIDTH/W (T1YP� LrTITCYTf?4?r�r \' ° W J `\ 4. UPPER LEVEL _j Q RETAIL RESTAUIRANT EX. E N.S}DEWALIf p.'' / RECONFIGURED -Wj D. ti ... # .... s..... TMP 056A2-01-00-02060 ` '° �` _.. .. ; ,` - ..`, - SIDEWALK & VD.OT-5TD' CG=i2C. V COUNTY OF ALBEMARLE `'� _4 ' ° 4 CG -12C SHALL. HAVE:MIN.:4' `� >x ^ W }� �C/0 FINANCE ADMINISTRATION RM 149 ' ° / TRAVERSABL-E SPACE BEHIND 14 0 ate. / 401 MCINTIRE RD xi 0 o Ij URB.RAMP." L / \ CHARLOTTESVILLE VA 22902 — —_ _ B"Rq" 3 NTRACTOR SHALL MILL & ERL A '� a z Ai NU ^ / \ DB 3239 PG 326 _- �`'�-- , V -_ W _ IBRAR UE TO THE CENTERLINE OF TH1= -`� �= ° '' _��C j�` 0 . 1 ZONED: RESIDENTIAL `'���"'- � :�: � I F(J ROAD HERE ING IS REPLACED AND _ a i? U T USE: FUTURE SITE OF CROZET LIBRARY �'R� �RFS�7-� ROVID ADDITI NA IFICATIONS IF _ ° °; Q �—r ° �I��II ... ° / ZF%'L�BR �/F�\. ECESSA Y. ROA WAY M IONS ° , < 4 4 ! +00 = SH LL BE C PLIAN WITH RREN T ° \\ STAN RDS & EGULA IONS. 9 S 9 50 "'-- -_ f �NOTPUT URE ROAD 0 \� ROP Ap T Q`vim I J� SETOFPL� W/-rHjs w E I ` EXTEND EXISTING STORM 1 - SEWER STUB PIPE TO THE END — ° /Itz OF THE ROAD CONSTRUCTION _z 4 \ -FUTURE ENTRANCE TO LIBRARY % L - - - m z ACCORDANCE WITH KIMLEY-HORN & \ FUTURE ENTRANCE TO ALBEMARLE COUNTY PLANS. LI�RARY W Q W \ LIBRARY IS CENTERED ENTRANCE TO BE COORDINATED w/ % �r W z ON PROPOSED BARNES THE LIBRARY SITE PLAN & HALL FUTURE DRIVE AS SHOWN \ / ADHERE TO VDOT GUIDEL ES FOR o IDEVELOPMENT BY INTERSECTION SP ING OTHERS REQUIREMENTS. u N Q W° n < (1) U X N O 0 �. tu E 0 w U N _0 JOB NO. GRAPHIC SCALE 112055 02 / 20 0 10 20 40 so SCALE ° 70 1 11=20' o / r( W FEET) 1 inch = 20 ft o �\ �SHEET NO. a 3'�� I\ Zl- \ / qR�O ep0 TFl '00 02r w 1 / �qods \ \I44 ,`� �oa� tea' e� v ti QCT / \ Q V�Q TMP 056A2-0�-00-0711)SMER / \ \ TEPHEN L THA TRUST; TRUS/ \ \ _ \ S RP TEE P.O. OX 2681 \S\ CHARLOTT VILLE, VA 22902 \ / DB 136 PG 545 / ZONE : COMMERCIAL TMP 056A2-O1-00-OZ10 lei '�_ \ EMNPEA LLC \ \ 1 c i w \ '\ 7751 GLENTIVAR LN \\\ / /Lu`cd GREENWOOD, VA 22943 \ S ly / w `r; N w a DB 3572 PG 674 / �/ ¢ o ZONED: COMMERCIAL / / �` y / U) o 3 SE. OFFICES �� d�i/ / m Z w rn / z w F- F- \ ° z ov \ / F- U)a u w w V w z z O o z o TMP 056A2-01-00-02000 / Ave \ / w z z ¢ w o ALEXANDER, MICHAEL B \ �/ Gy ac °C �\ TMP 056A2 -01-00-071D - Q C / ¢ z °� 705 INGESIDE LN e -44 �■■� •-• Z a Z 13 - CHARLOTTESVILLE VA 22901 / DAMMANNL CHARLOTTE B &SARA (� FQ �F ,� g Q O o \ \ \ DB 3697 PG 147 / 2958 BARRSDEN FARM �e fCiq \ w ce N ZONED: COMMERCIAL / / �/ % '\ ` iii a w p \ CHARLOTTESVILLE, VA 22911 C �Q r p w DB 833 PG 003 R�/)� /'` �\\ Ii■i N_ wLn o DB 324-92 > >Lu ce ZONED: COMMERCIAL `��. Lu ca T 056A2-01--071AQ' DAMMA N, CHARLO B & SARA LEE 0 TFJ- PROPOSED VARIABLE WIDH / FRIZZEL TTV T / 2958 BARRSDE FARM o 1 III ICCRA-r^ nCMI A.-C� Tom. 20 0 10 20 40 BO V `'V --'"�- ` �� to 1 tNU t 17I INto Z)I VKM I i OF "/ (t -'ll• vi / \\� 4j SEWER STU PIPE TO THE END PANS) S SCALE a '��� / 8" VALVE SHALL REMAIN CLOSED & OF THE R AD CONSTRUCTION v / K 4G. \_ PROPOSED WATERLINE IN LIBRARY n �O, c ( IN FEET } ) O \ AVENUE SHALL REMAIN DRY UNTIL 1 inch = 20 ft. �' FUTURE DEVELOPMENTS TAP, TEST &o SHEET NO. a INSPECT THE WATER LINE. / NNWr S-2 �' TH 0 SCOTT COLLINSZ U No. 35791 11' ' �ssjONAL U w Z CD z w V) z J N 0 U O \ EMNPEA LLC \ \ 1 c i w \ '\ 7751 GLENTIVAR LN \\\ / /Lu`cd GREENWOOD, VA 22943 \ S ly / w `r; N w a DB 3572 PG 674 / �/ ¢ o ZONED: COMMERCIAL / / �` y / U) o 3 SE. OFFICES �� d�i/ / m Z w rn / z w F- F- \ ° z ov \ / F- U)a u w w V w z z O o z o TMP 056A2-01-00-02000 / Ave \ / w z z ¢ w o ALEXANDER, MICHAEL B \ �/ Gy ac °C �\ TMP 056A2 -01-00-071D - Q C / ¢ z °� 705 INGESIDE LN e -44 �■■� •-• Z a Z 13 - CHARLOTTESVILLE VA 22901 / DAMMANNL CHARLOTTE B &SARA (� FQ �F ,� g Q O o \ \ \ DB 3697 PG 147 / 2958 BARRSDEN FARM �e fCiq \ w ce N ZONED: COMMERCIAL / / �/ % '\ ` iii a w p \ CHARLOTTESVILLE, VA 22911 C �Q r p w DB 833 PG 003 R�/)� /'` �\\ Ii■i N_ wLn o DB 324-92 > >Lu ce ZONED: COMMERCIAL `��. Lu ca T 056A2-01--071AQ' DAMMA N, CHARLO B & SARA LEE 0 TFJ- PROPOSED VARIABLE WIDH / FRIZZEL TTV T / 2958 BARRSDE FARM o 1 III ICCRA-r^ nCMI A.-C� Tom. 20 0 10 20 40 BO V `'V --'"�- ` �� to 1 tNU t 17I INto Z)I VKM I i OF "/ (t -'ll• vi / \\� 4j SEWER STU PIPE TO THE END PANS) S SCALE a '��� / 8" VALVE SHALL REMAIN CLOSED & OF THE R AD CONSTRUCTION v / K 4G. \_ PROPOSED WATERLINE IN LIBRARY n �O, c ( IN FEET } ) O \ AVENUE SHALL REMAIN DRY UNTIL 1 inch = 20 ft. �' FUTURE DEVELOPMENTS TAP, TEST &o SHEET NO. a INSPECT THE WATER LINE. / NNWr S-2 �' BARNES DRIVE h, � ; � �\ > >1,. 2 = . GRADING NOTES. \ L.T URE ( 1!'I: ? ' \ / Z.ALL STORM SEWER DRAINAGE EASEMENTS OUTSIDE OF PROPOSED VDOT R/W SHALL BE PRIVATE SH CURB DETAILS \ �S t ,2 t:. .._ \ i 1 t I / EASEMENTS ,,� .fir , SCALE: 1 "=l (}' T r 1¢ r '� } 2. ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL HAVE A LOW MAINTENANCE GROUND COVER FOR O �� -- \ \1., STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE PLANTED WITH A GRASS COVER FOR \ 715.60 C L / STABILIZATION & SHALL BE CHOSEN FROM THE GROUND COVERS IN TABLE C OF THE VESCH. o sco COLLINS U No. 35791 _ 3. ALL RETAINING WALLS GREATER THAN 30" IN HEIGHT SHALL HAVE A GUARD OR HANDRAIL IN oo ACCORDANCE WITH CURRENT STATE REGULATIONS & BUILDING CODES. vd�0 \ \ �� \ S q S6g2 0 0�'� _ 4. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE BUILDING AT ALL TIMES. THIS �SSrONAL �' h'q 4�6%4og I'00 o -y ~"V Q INCLUDES SENDING DRAINAGE AWAY FROM THE RETAINING WALL TOWARDS THE ALLEY. .. , R<pTj.RpLyN F'4C �21q ��k, Jk. ,V b4, �Q FS'1'4 VI< o O h w / _1 �,J ,oma ... . f1Lr� LFV� ��QOk, ��'/ E .00 0 ( COtij �d90 O��` ti 4 a 11+50 715.86T C FRc Q d O N ^, 1 ......... ............ < o k, a / \ V N CN !y 15.:5 / h /00 Z1 .36. C L.SOa O�OpQ r� w \ f 000�° 12... / ! ` \� '~�Q�/ p=k, TMP 056A2-0�-00-071D w / °a00000 71 \ \ \�� H/ SMER LAND TRUST; / \ tw- ¢ °°°oma° 715 5E P vj� STEPHEN L TI3ARP TRUSTEE ¢ °�' w END OF 96.,25 ° ° / \ / ....... .. ........ .... WESTERN CROSS... _ �/ ... ........ ........ .... - _ P 0. OX 2681 SECTION 'TRANSITION 714..87..C..L .. \� >.. \ CHARLOTT MLLE, VA 22902 z z w . . ... ... / ZONED: COMMERCIAL cn L i � Ca LU DB�136 PG 545/ � w 7 .... TMP 056A2-01-00-021 l�jr � z � 715. 1T / o cn w 1.4.52L` P ..� � ..- 7 r -- EMNPEA LLC / / _ `S � z � a a / / i/1 �. / w V 18E P �\ .. l� . S g ... �� 7751 GLENTIVAR LN `� . / l Z W w z M - �T o t- 1- i'IV4.41 E P ,. a i/ GREENWOOD, VA 22943 \ S �1' p(/$ \ z n o o Z o .. �. a DB 3572 PG 674 / �/ O u Q z w /... \... 11 715. 2T C / / .t� / ZONED: COMMERCIAL /� \� C / � cs / . ` 714 99E/P / SE: OFFICES / \ . L�y \ � �, cn to �iq� / z t=- j/\� - 714.10E P 714.7 C L F� \ \ z °- 2 / \ / o w L] a f / �g . 714.6 � C L - c/ ,,, U) w o cwiJ cn > TMP 056A2-01-00-071D �I w >Lu a 71 .14T / TMP 056A2-01--02000 \ DAMMANN, CHARLOTTE B & SARA ALEXANDER MICHAEL B LEE FRIZZELL 9.0. 714.38 C 74.81E ` / / 1 705 INGESIDE LN \ _ 2958 BARRSDEN FARM co ° a / CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22911 24 714 5T/C E`' DB 3697 PG 147 '--1 / / DB 833 PG 003 / S / / `/ 7/13. 3E P.62E/ / ,-\� ZONED: COMMERCIAL/ DB 324-92 ZONED: COMMERCIAL cr 4 a \ a { 9 3. 714.17 C L / y, \ .�. ! / a a (N 04 r1i 71 .47E P a ` { 3. 3 714 OT ry� o Ln / i 71 .47E/ P 056A2-01 00-0 lA0 a 713.72TI 714.01 C. .0 a 713. 9E(P DAMM NN, CHARL E B SARA LE : a° ( tEXANDER, P 056A2-01-00-020A0 l�; , - / FRIZZ LL t( 713.2 C L 3 g 714 OTC MICHAEL B \ � Q2958 BARRS EN FARM / ! � ARLOTTESVIL E, VA 22911 :<' 4 71 .37E J �ZZ0,5 INGESIDE LN T/W� 713.68T C q 5 / a J / CHA91-077 VILLE, VA 22901 DB - DB 833 G 003' 3Y 92 PROPOSED LIMITS OF \ 0. B W ZONED: CO - MERCI4 713.35E/P I �g 6 �B 160 191 � 10. Tf�� / � ZONED: COMMER�CIA!<\ / WIDTH OF RETAINING 12. W 713.67T/C { -- .. 714 68T C USE: M ICAL OFFICE \ / WALL (TYP.) 08.41 B/ PROPOSED TOP OFR DI-ROCK RETAINING / 713.34E/P 71 .35E,� 714.0 T/w M LL, OR EQUIVALENT, SHALL HAVE A /' -71$00 UZL/ PROPOSED REDI-RO RETAINING WALL, OR 45 B/W ONSTANT DECLININ SLOPE FROM THE 713.66TC �. A.. / / EQUIVALENT\W/ A RAI NG ADJACENT TO THE TOP. UP LEVItL O THE L WER LEVEL. SEE/ \ a SEE SHEETS S- & S- FOR DETAILS. RETAINING :. SHEEEEI'5-4 FOR I ZONAL DETAILS./ M \ 713.33E/P / � � � 4 88g 714 OT,�C / / � � WALL COLOR & TERIAL SHALL MATCH THE / i : >j � \ \ \ � \ � a / 71 :'67E/ / ING LIBRARY �l E RETAINING WALL. M/ / 2 / \ S / / OSED T NTC) EXCEED=13' / 713.60T C a / \ `S 13.90 G PROPOSED STAIRWAY w/ HANDR ROM THE USER LEVEL 713.27E/P TO THE LOWER LEVEL. SEE ARCHITECT's IDRS TAIRCASE ► 7 74 T/C ~ / DETAIL FOR DESIGN SPECIFICATIONS. SHOP DRA S SHALL Z06. `' .. \ C `` 716.2 /P Z 1 ~\ 5ta ` BE PROVIDED PRIOR TO CONSTRUCTION FOR REVIEW & L / - 4 71.f,;97. ../C.. 7f6,69 T/C k h 1 . . / %14• /P ADHERE TO ALL CURRENT CODES & REGULATIONS. 7 i �" 6.19 \ E/P : 71 P \ �'Lu uj �` 62 PROPOSED REDI-ROCK RET G \ 29 713.95 C WALL OR EQUIVALENT, S L HA Q O / ` f .... J 715.14T C °' )t ° __ 16.49 T/c / STONE BACKFILL w/ PE OR 71 P O k, _ Q 6.. 714.81 E P 7i 716.58 Tfc �i \\ _. �,LAA / PE TO DRAIN SATUR EDS, . \ + T/C e. �' - P: 11+50..08 `� J ElA... .. ....�.:... .. EXISTING TE POR RY 715.,6 ............/ .......... /. o0o N ENT /� '°.�.:...1 CONSTRUCTION A M - � Z J .......... ... l ...... 3g a . _ 04k CO DB 4186 PG g q �' 7116.0TC \ a . % O / .. .. .. .. ... .. .. ........ \ 70 .90 P 4...0. �W 6� / 115. 8E/P. a / 702. 8 EX a. 4 �� r I , 1. .� .IN LAD COMPLIANT HANDICAP , ° . a ° f. .. �..� �%.. W �. / 714.05 C L .. / 81 T/'C.. .. � �..... . / ACCESS E RANCE FROM OFFI / 715.8.3 T/G.:::.. .� ° 7.2: 01 T IST :.:. yV / : FFE-404. ) TO H CAP PARK G 3 ° i 7. :5 . E/P. 7'11.68E/P. ( 702124 ll `ti l f:: / :. .. J� (( n� 359 . Ex °°°° SPACE. EEN E C 715... / I ALLEYW 2:1 PES w A ONC. 716.0 .....712:89E P . ....../......... / 04.�i coNc. 4 Oo / ..... 'J�j �/ / ..J • J PAD EVATE 6 ARE OP 7 P :' EN RA CE ^° , a ::.. Z15:O:OT : E3:. H . . . . . . . . . . . . . . . . . UT 1'-2' EDI-ROC RE INING cv T16°12 : a:S9: ��.: f 1 A . L.L / 05.OBW , �, .. 1.4:06. C L. /. __. L, OR QUIVALE M Y BE / a uiQ TI AL THE 0 C T PA U LIZED NG i. UTSIDE TH LIMITS 0 TH L / I 716.5 --- Z /. �. ° P 0 D 4x6 FILTERRR INLET ( 1 - R E � V T OF WAY. / � ; E TAC R F 0 717.80T C c>> ! X. .. 7 47 P ° i w/ 4 SDR 35 PVC PIPE .P. 71 E/ P Lu / ^ a y FE=716.5 °�.N e_. o°°°° CONT IBUTING D.A.=0.190c. Cw=0.90 i W X ° f 0 LOWER,, EVE OFFICE FFE=704.5 0 °71 .95 ° \ J c=7 5.82; FL=715.49; L=4.25'; S=2.35% , ` U LOWER LEVEL STORAGE FFE=7o6.5 716.5 a e°' ° . �o { a INV. IN=712.10'; INV. OUT=712.00' 704. \ �e ENTRANCE { / R�ISPOSED FILTERRA INLET Lu PRIVATE DRNG. 1 \ �`� �` , 06 TRAN \ \ ESMT. ° ° )° TOP VIDE WATER TMP/d56A2-01-00-0710 -. \Ln / QUALI TREATMENT W - `\` 716.5 ..... . i ,YBRUCE BARNES INC. ' \ / J�h 706. ENTRANCE {. 4 : : / ('^ / co / �.". 4 -' 4 .° "``'';� EPR P.O. BOX 85 m \ NCE \ \ 714.50 ° 6 % vJ I� � (. cJ % CROZET, VA 22932 :D DB 916 PG 099 Z 70 O. 4""", A�' ° / .° / / DB 806-252 W t . � . / / ZONED: HEAVY INDUSTRIAL �� W / / a / USE: LUMBER YARD CURRENTLY \ ° r� � � / � -'- •-� �� � / cV �, -- � ° ' _` _"•'• / / UNDER REVIEW FOR REZONING �--- ` � 12f C NTRACTOR SHALL ILL & OVERLAY THE Z ENTRANCE & PERFORM THE NECESSARY I-- \\ ,STNV \ °° ODIFICATIONS TO I�CHIEVE THE PROPER W RA Y``` EX 710.00 C W.. P )POSED CROWN ALONG ROAD. ROADWAY (� 696- - - °� ! �6 I A �/ EX 709.67E/Pvr`.... �..� ODIFICATIONS SH L BE COMPLIANT WITH \ / �� 9 P FN(/ i o LL - _ B "' O " CURRENT VDOT STANDARDS & REGULATIONS. ` � �_--� ° Q _ .___ 288 eta TOP tit IM -R irezrxtF -.ars GENERAL NOTES; salrt;SI�It.virrts.Ttttru 11 WILL BE PROVODI TTgILMATFa b0*164. t RAE WIC ?AM $+M'r1;T471T1M i, Final design of retaini no walls shalt bo performed by a structural engineer and these designs are not part of this T' Mf k• Lr}}pµa'1 Tne151 � i cLTEti Ak'►rt:. ta: U,Y'tlai Jtt'" rtcr'L I lAas lAlLd Te3P A RA6Ar�.,PAW., �, � PI bD,a�i � "'e�ei PERPENDICULAR Ian$dLe""nrr�YA't�ii�l-'�ITrn� 130 A Ts rft Aare Tam s€aAt tom« wG dabs+ Ana a RAM to Ana 3t i" PLK1a TCWIL! 7a CiNM Ai01q FLOOR. YOOIPTM aF Y� FLOOR. IN" �a� - '' ' QaPCIO A,'� a°Tlet {N rarlolrl D +�spal"i�m Rao a ORD ftp g PMIALLEL 9. �sT 1*0 : 2. Contractorshall not? Collins Ftigineerin with the final designs of the retaining walls fyt g prior tOconstruction for 'Iy�.+r#Ata1�aYsawT?sEwt.a.le�I)itLrti�sP4T�PeFuwit9°s- AI �A TE X 1R a•-'filAjF'L ,TIVGE%1i'�ri+IL4- 5 Lei LAwS:`S- 149 MI.rJrt� tY$i$.SAaAL1..�bfpF'Ci1+1.3�'IE'.'aOEt-- 4OIp e. 0 ■ R* 1Milr �e ar �+ e•LM M� 1`WRY IM#V A ��1�' on As M}C ,#AYR le Ttll' OF O 111111 W T• T� a- I. A,¢�,A E RA iYKa• TAIgI TYPE C PARALLEL 6 PERPENDICULAR M. T� "ArlY WTK W.0 TMic°� T asP e�ILtr met l+s ► a AAAI I ��Q{x L#Na �,T {�TYC mpmw. T4 a♦�iAMtsrd3TilpDl@FNrAA#YTdI ►Y1tLaE35Tua#A R f ky :� TBIICAtt"b D01! ••w aaoo TIS 4tiAAaA. AeeE'AA:CT To ttlsTAtLA A'r L-• ilaaaa DOUG aaa tunwo p �».,� aoaao aaa0000 ll . GOaaaaaaaooaaao k ooaaaaaaaoac000 WtAlt.AMSWDUtL.aC Aa}E�4 �4P6 t*ivflNe.4's.���� as aaaaaaaaaaooaao T¢'iEpTit6etlECatIT"(5'LtlatM'T1Y6ETAk'1at9klA+Acs'Irlwlri4L.3eA`1.:.ts.AG'i �?. ................ a 0 a a a a a a a a a 0 0 0 AT iAatYor Y .- ooaaaaaaaaaaeoo ' M;i NOT/ R, W FLOWN rl � DETECTMLE MiARNINO TRiINCATEO COME NSTALLED ON A RAOElB DETAIL DEfiECTT) ARapRO 0 -:LV 28" 4V AIL VCOT toAa.Ra ■ial1TNdMb) CG -12 DETECTABLE WARNii+R, SURFACE ttr D ERAL NOTES) " sol? Tara Tei soil+ as a in RII.Ia x+n MW MOTYrAT Or TRAlWOVATAY a0t rs• �-+R-- 29 trim o-1 L Ti, 4*• 2W REbI -R= UIS LT od- 4a fele) IRTst 28 &eta Amebw To RoA-Awk Unit C'Ar+I firlM YAtIm asp r.R}Tr Top Ural =010"Aaft AtlA0pa4 ow lltie I<aK I��aT�a F I rw M U if .DAL.I ALTE"TE FENCE PST bETALI- �'lPf cx.aaa ;1I �,s +�:e.Arie.4} ek3rlrl._•rtrJc.r.lrYvdr.'« AUR ]2e VrL1f fT ilia- W �a'. #1• a.• a9]• ales;-RAtek alnit -�' "-'� Ilk1iM•flalwtLTad QFKxiiL PaF1e Op" ?that (IVA 40la+ia)at Aimr 4EN as -C._/ Wfth Cut attack -.Nrunit to ba}tiWo DRAEN CeT:AIL Qw- T$ ? o s TATM*h*0WA*=1A*.PI"IWW+R.I A Lust t TC# sw Ta Tis E Al il`IIw Tk l OA 10W"ai A A )l N ZA I4}rr,}L7 ePsGvrATr $fAAAaK6rtaiA65iME2 3 l»raCrrLv�lI>LAwAkiVLs# ONMA"UP wwma}ATie46016D ft SAW= t�'rCAAEMOYSI,rt�6r1"rA ., aWT� i taa #a A,`ci►I'T1AACtT�t 5HAGI.� TGMAA'e �4GP lATTGR�7.5.A� gTAM.I<• i tAR�4 9Nj-yI}(} SCHEMATIC NOT TO SCALE WOODEN 4'x4' POST w/ CAP AT TOP, 54- HIGH (TYP.) 4'-6" 4'-6" 4'-6" o ^a 41 �r D. > e bo V e .b .� .a _ V. a WOODEN BOARD -ON -BOARD ENCLOSURE FOR TRASH RECEPTACLES, 48" HIGH (TYP.) 4"-6" 4--6"" 4'-6 8" THK. REINFORCED CONCRETE PA)PLAN VIEW WOODEN GATE w/ SCALE: 1 "=5' LATCH, 48" HIGH (TYP.) TRASH RECEPTACLE FENCING w/ BOARD ON BOARD SCREENING ararr�rrtAwAuntTtP irezrxtF -.ars Note: salrt;SI�It.virrts.Ttttru .+ i, Final design of retaini no walls shalt bo performed by a structural engineer and these designs are not part of this P s cLTEti Ak'►rt:. �W LL I lAas lAlLd Te3P A RA6Ar�.,PAW., Test lP�t rt'IrII�IA� €Ls� t�4} T �}I9P+�€ set of plans.71he retainkV9 wall designs shown an these plaos ire approximate in nature and are subject.tri change eat �T € ala slaaLl x GFtt st 130 A Ts rft Aare Tam s€aAt tom« wG dabs+ with the final design performedby a licensed professional structural engineer. This applies to all retainingwalls LAY�L .. #rs,r s'Il aspti.tiIl ,.. +e4atNa 'stx7Ratu. CIGVIAA4C'T'EtaIiTSSt'SGtRilaEwA k ti shown on this set:afplains. QPI�+N""kTit�aLLArffiTp$^�,#LASt 1*0 : 2. Contractorshall not? Collins Ftigineerin with the final designs of the retaining walls fyt g prior tOconstruction for 'Iy�.+r#Ata1�aYsawT?sEwt.a.le�I)itLrti�sP4T�PeFuwit9°s- AI �A TE Ven ?cation. 1R a•-'filAjF'L ,TIVGE%1i'�ri+IL4- 5 Lei LAwS:`S- 149 MI.rJrt� tY$i$.SAaAL1..�bfpF'Ci1+1.3�'IE'.'aOEt-- SCALE. 1"=30' w.'rfSTaiQPG'AkO S64U,d. 72� PCI? btY r4:iT.o Aay.6P, TiA6.6C 5WL sas.saa.stl-.O#. uilLilnttr,3+ 3, Tire following reds -rock block sizes with respect tothe wall heights are an approximation. These values are r A L.Tn taarH sk�Acac r�L teaa_T 5ba}LL � Milt T asP e�ILtr met l+s ► a AAAI I subject to change with the structurally engineered walls, by others, and are provided for Informatinnai purposes T4 a♦�iAMtsrd3TilpDl@FNrAA#YTdI ►Y1tLaE35Tua#A t0.ISMAtl4ErIlAblenlCxltPtSA. only to assist With price and quantity estimations. TIS 4tiAAaA. AeeE'AA:CT To ttlsTAtLA A'r � A � CtPiI � s� °'Z�° % CG -12 VDOT STD. ; c Ori BiOOtcarA+pAlasAlrAar7FSAt " v }} VV*Hr WtAlt.AMSWDUtL.aC Aa}E�4 �4P6 t*ivflNe.4's.���� _ Wall Heights Above BtociL Sixes Stock Sizes T¢'iEpTit6etlECatIT"(5'LtlatM'T1Y6ETAk'1at9klA+Acs'Irlwlri4L.3eA`1.:.ts.AG'i Proposed Gracie Above Grade :eeiowGrade' oeAERa'fesluut.�TOPaa,swlslD,A#:aa'A- s+vz'tr3+'taPsvACL_al.ieae.trAz'la}tr�- 4" VDOT 2 {+IaerT►aeT- sreTPAE94 9►# t Y* 5s. t Are# 0 -:LV 28" 4V ttTaifaA54e>: twetC pOSrI 9h8tiYi4 04:5' u8"and 41' 41" STONE BASE aSe t T�rl� (IpLta4P2s+rrs9Re Sr}Aec 047 29 and 41' 43" e t tAeeA +R A Ad sr#Aladtxtia TISst9s?E I}R 0•9 18'"andilr 41" L•IA"it t► lu tt}Iu sCTia.s'tL6 € A isAE xwu.i lea« Au scAra 0.10.5' -. ZS" and 41" W i t rad asu-h<s TIT3aa ra � repel 'ror"rsP srrAi�. N L t 211-00 Atiy TA) r es raerta 4t Arm tt sulatt r+ 0.12' 28`°, 41" and 60" fitY' NO.4 040 5. THE +CONTRACTOR SHALL BE RESPONSIBLE FOR N077FYiNG U1TLITY" (1-800-552-7001). &13' 2r, 41" and 8E)" W, ►�X?alin 4-74 AAL"rL�,_Am +ItaRTT�Ame+Ikaawi�ILat9E+�s16'I3•r A Concrete extension footers forblocilretaining walls may berequired. This ispossible for the, eritirelength of 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PiPE, OVER yst � TaaEtaB :+tl+AtpJ ll9 i5 the wall, but is most likely only required for wall heights In excess of 15 feet An appropriately compacted M C25UJ 4. foundation with backfillted stone and drainpipes in accordance with current regulations are required forthe 4a Bleu" Wze*^.{N*'%e MM Ml> 24040ft IOM FACaE Tv FLM (ie•tyrrtTskAatslgAF l loAllAyt(♦I' ) Iran �MD#�:�R & *�4i� I � �!"iA 11SlACA69A� � 91 GP NA?fY7♦1IIIfl � rJ rA#�+ 1lWVXe�4Aaflli�. ACrONT :,*1" entire length afthe Wallis, AMfoU**_$Aagl}l1 MM 1140 (fir ) � A3r�vx+�t5 x*a�EfL IL A1pp�+.,I¢IN L. PICVit`1T►FiAld�2�9�'YgAl2Q1�?7IhI TI'E P,r 'ARTF�A43 SET'QP'tl�allAtt�lAlEt.>AaTTE�'t�}FLAPIQ- 7. Unless be - Class 111. AtS1 f t zi+A�i l'�rtat r�ar+r+�s eAux. cLTEti Ak'►rt:. �W LL >�39R 2$" YpeAAAaLi Tt3l' at+ET3: I,$g�, Test lP�t rt'IrII�IA� €Ls� t�4} T �}I9P+�€ 4" VDOT zsA wow, 00 11104-a 2VAISi?M a1MM w.i.A'.IOC11oit is AWOkVF%Ca1.WMIA'ro*OF 9AYTaAvM C a wI TG* f as }L arA11 =a lLas< W*M 44040AWO **4tvtuu WAR QPI�+N""kTit�aLLArffiTp$^�,#LASt 1*0 : P VDOT STD. G->2 A oLl AtcelST#ASAUMLs AI �A TE s�X ' CP _ . rirt° esst'tT'jAa tom= s,ALm Imo. ztta tdt:+tTaR Aldo S41tL, ryFq,l. �, f»t WwI,I. SCALE. 1"=30' 6 ,�YIA€ TytPAR7xiAAstA»ArTt & UTTER r A L.Tn taarH sk�Acac r�L teaa_T 5ba}LL � Milt QaaAmaAT�;x Tri �qIL II~f A�nLTiIOT t±r wA�.tr�r4la ,. �� VDOT D. 4AttT� jail 4llTpit atcTj t�I SII T►Ey d : _ n FflEtaA}t�TY1IT5gP AIAaaariMae *TT"In*Lit* OFs okA t "Ti lbam f►+ WAIL Oso T5ATTKTOPCF'O*WALL °'Z�° % CG -12 VDOT STD. ; c Ori BiOOtcarA+pAlasAlrAar7FSAt " v }} VV*Hr WtAlt.AMSWDUtL.aC Aa}E�4 �4P6 t*ivflNe.4's.���� 6 � CG -12 T'RA�FRKbala F �.�, i PR (1SF7S TYPE C A EXIST. GROUND EXIST. GROUND ROAD SECTION 1 =5� (H) e d_ �• a `a. DO STD. ry 'aC N TYPE C . r. PROPOSED 4' MIN. TRAVERSABLE AREA wl 48:1 MAX. TRAVEi�SAB IN. AREA PROVIDED PROPOSED 15' VDOT STD. RAMP wl 12:1 CG 12 MAX. GRADES TYPE C R i - -__ 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to IL W o 7. Unless be - Class 111. Q �W LL a otherwise noted all concrete pipe shall reinforced concrete pipe 4" VDOT zsA a acceptance by the County- Ali drainage outfall easements are to be extended to a boundary line or a natural C a 8. A# excavation for underground pipe installation must comply with OSHA Standards for the Construction industry (29 r� V STONE BASE 3=s 4" CONCRETE SIDEWALK PLANTING STRIP CG -6 CURB/-COURSE o i.5" SM -9.5 PLANTING CG -6 CURB 6 & UTTER N SURFACE STRIP & GUTT R _" LU c=n i(4"•1' 114":i' :s WILL BE RESPONSIBLE FOR N077FYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. W 2. 7HE ,LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON MHE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. 77 -IE CONTRACTOR SHALL ON HIS OWN �- 4" VDOT 2 N501 INI77A77VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. � STONE BASE 4" VDOT z�A Z A r I TOP At 'IAIP[ M'TW a toll Director of En ineerin , or the Director=s des? nee it is deemed necessar When uardrail is re uired it shall be g• g 9 Y• 9 q STONE BASE3" BM z5 N 6" COMPACTED II 'NNNNNNI z W Z 5. THE +CONTRACTOR SHALL BE RESPONSIBLE FOR N077FYiNG U1TLITY" (1-800-552-7001). N INTERMEDIATE installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be AGGREGATE BASE 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PiPE, OVER N M C25UJ 6' io' COURSE W COURSE, VDOT #zTA 10, Tia: umwnm 0, am T"q A10 Tw DR810IMTON IF n# increased to seven (7) feet. ,�/ S z' (E/P-CIL) W N (E/P-C/L) 2'5 6 I VARIABLE Mma Date WwVM? Tp �Maim OWMa FIA aim SAA a Tgtl 'canTIR Nam" No 9 Where urban cross sections are installed all residential drivewa entrances shall conform to VDOT CG -9(A B or C) WIDTH R/W .--1 o BARNES DRIVE (VARMABLF. A'IDTH" PUBLX. C Rx/Mr) c DESIGN SPBB& 25 YPH _ M PARAL68'L PAWAV MIN, 4' MIN. RAVERSAI AREA PROVI ROPOSED 6 AMPS wI 12: MAX. GRAD 4' MI? VDOT STD. CG -22 TYPE C 4" CONCRETE / SIDEWALK 2":i' 4" VDOT zaA STONE BASE Y- 4' MIN. ". AVE BLE ARE TO BE PROVIDED WHEN SIDEWALK DESTINATION ARE CONSTRUCTED 5. PROPOSED 1 RAMP W/ 12::1` CO -11 i,a pj,a,A3P L awl 4tl 4Aa'!- ��q YYII I#aI all YM T I 61"EFt iRP Iaw� I IMIc r L A 'FAIL " P 41� :� 0lTAA: R.' Mme, �'�.� .•� aae- IArx a mIM NTHFIFER iTA9P W '" Iw RI� r"` SECTION A -A Pot I vntNWT BWFER STNP • (71I aSaMAf�K SE."TON 6-9 �. aeMerAAu nn " AeTIIA ►CET r t �a�Ee as TKOtTF9RMtE tlAIWIA tIAv.IpE, r- PLAIZMENT %; "T,rE&T&DVM ATT TYPH ER CTION WITHN CROSiYMAIX RAM T" 1 1A vpTYt aTwF SPL aszliu KQA 11111119WICrABI DIAGONAL PLACEIt1ENT KT 4. FEE S TWA s WITaf vJ vo 3TIIIP WIDOW F" Aa M0An0I CG -12 DETECTABLE WARNING SURFACEWiMaw Will 1 7 I eto� )Art TYPE 8 lPA)IALLEL) APPLICATION roe Aeaer Tlif YRM1A IFAAAIilm W n}NAPOI raft M TRIP GENERAT-10. SCALE. 1" = 50' J * 10,000 ADT IS PENDING NAL / DIRECTION FROM VDOT RE ARD/ G INTERNAL CAPTURE ALL NCF. r `8PARY I�1 j °° lllillliliill GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS TH 0 Yd& aNlJt r/ � 1011 AC "'t' 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 Q Xx = 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 SCOT R. COLLINSZ A"` icI Tap : FaY XrAu A , �aDSTAI notify the Department of Engineering (296-5861) 48 hours /n advance of the start of construction. O --t T�eT P'� Z•UP! Ta,41$ LYPICAL PLAaXiIaNT 3. All materials and construction methods shall conform to current specifications and standards of VDOT. AM excavation U No. 35791 AL atw wa pr "h162 T"K AT NTEp� �TI 210- = AItt4, vela EUe'T'E t r for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Port 1926). � TIM 4 Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and OK tll' b6al y i 4DI S YM. M Ka ;v a aala must be installed prior to any clearing, grading or other construction. 0,21 s..w 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests SSJONAL ESO �.> performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil w SECTION A -A ,� - 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 AT r 9+A7 6. Ali slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable sloe is 2.1 I -'-I TOO OF OM (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4: 1 or better are to be achieved. p I" K rIi,¢Q gqgqlK Ap�y,1y I T,1 ��Md1kL�cLaPOL•TwawwaaatlYY uamYla, 10. Where rural cross sections are installed, all residential drivewayY entrances shall conform to VDOT standard PE -1. WT -a FiIT, A;�Y/XIp � TH: MSOIIIII taltFea YaW. vldi0 M a9r101 tR 1�1� 4Ya a � M �'' trim &1 a'Ae",aIlAMaft Tte New RS11,119 AM /GIN -o IIY 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion � V) e t CM tt MTICTM N A LAFCiAPN SMACK AR O 111110 O a De "I" Mw A WAMo I<W9L of the Director of Engineering, or the Director=s designee, it is deemed necessary. H W � RU N= 00-12 DETECTABLE WARNING SURFACE _ 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on oil residential subdivision m w Q ?ca e 111`141031015 TYPE C fPAYIALLEL & PERPENDICULAYI) APPLICATION acuma bA � It�T a streets. j � g � � w a '� .1MN" almniYr ar TRA/ NTAmY Tie �yal 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement n; Z O In w a X section detail, shall be strictly adhered to. Exceptions will not be allowed. CC g v I- V) 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street u) a- w Ce z intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements'. The Z p H Z developer shall be responsible for maintenance of signs until roads have been accepted. Z LA 0 O ¢ O o 15. Road plan approval is subject to final subdivision plat validation. Should the Final plat for this project expire prior to O 0 U U signing and recordation, then approval of these plans shall be null and void.j < 0i4 V) «-. w 3 In Zn 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the > z ¢ w Director of Engineering, or the Director=s designee, they are deemed necessary in order to provide safe and convenient "' access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices. ¢ Z F g 0 z GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS> Z 0- > 0 o Ce 1. Prior to an construction within an existing public fight -of -way, includin connection to an existing road a permit a W i Y Y 9P 9 Y 9 P a• Q shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect w p V) U) „J Q- the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. cn w > o / �J `0 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must > L / notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. w o J. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). a S 9 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. C� \ 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 n 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 N N N N N 0 (horizontal.- vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 1-4 L 7• Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to A569 DT acceptance by VDOT. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. The N rn ; .4 0 / contractor shall field verify the length of ali stone drainage pipe. o 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at 0 the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the Directoir 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, all 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 VDOT standard PE -1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion 0) -n - of VDOT, 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 all residential subdivision r• - \ ` streets.. Additional clear zone may be required depending on the category of road design. (y) L9U) 13. Compliance with the minimum puvement width, shoulder width and ditch sections, as shown on the typical pavement c section detail, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans. Exceptions will (� FUTUREnot be allowed Z0) o� J ROAl) 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer prior (V a to aces tance Signs and their Installation shall conform to 'Albemarle County Road Naming and Propert Numbering TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL, 8TH EDI TION GENERAL OFFICE (ITE LUC 710) 807 OF 2, 833s f= 2,266sf ADT 2,266sf x 11.01 ADT/ 1000sf = 25 ADT AM PEAK: 2,266sf X 1.55 VPH/ 1000sf = 3.5 VPH (3.1 ENTER, 0.4 EXIT & 0 PASS B PM PEAK: 2,266sf X 1.49 VPH/ 1000sf = 3.4 VPH (0.6 ENTERS, 2.8 EXIT & 0 PASS BY) RESTAURANT (ITE LUC 932) 807 OF 5,347sf= 4,278sf ADT 4,278sf x 127.15 ADT/ 1000sf = 544 ALIT AM PEAK. • 4,278sf X 11.52 VPH/ 1000sf = 49.3 VPH (14.6 ENTER, 13.5 EXIT & 21.2 PASS BY) PM PEAK: 4,278sf X 11.15 VPH/ 1000sf = 47.7 VPH (16.0 ENTER, 11.1 EXIT & 20.5 PASS BY) NOTE: CONCRETE (VARIABLE WIDTH) --`\ SHALL BE 3000 psi (5' MIN.) AT 28 DAYS OR EXIST. GROUND STRONGER. 4" CONC..... EXIST. GROUND �- 4" 21--A STONE BASE CONCRETE SIDEWALK NO SCALE 2" SM -9.5A SURFACE COURSE 8" COMPAC AGGREGA TE B, COURSE, VDOT COMPACTE SUBGRAD PARKING LOT PAVING NO SCALE Ordinance and Manual"and the Virgbela Manual for Uniform Traffic Control Devices. The locations of all signs are shown on z a the plans. The developer shat/ be responsible for maintenance of the signs until the roads have been accepted into the M 3 state secondary road system. The speed limits to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The speed limit is to be posted o 5mph below the design speed. a 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior toLE a signing and recordation, then approval of these plans shall be null and void, (V 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the 6 Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient accessUJ 17• Use VDOT standard CD -1 or CD -2 underdrains under the subbase material at al/ cut and fill transitions and grade N a sag points. 18. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be Q 1NNNN-4 conducted in accordance with VD074s video camera inspection procedure and with a VDOT and/or County inspector > (%� -0 present. In addition, if high-density polyethylene (HDPE) pipe or pipe system is installed, the contractor and a V representative from the pipe manufacturer should hold a preconstruction - meeting for installation training. The pipe manufacturer should spend a minimum of two hours on the job site during the W r initial pipe installation. to GENERAL CONSTRUCTION NOTES FOR SITE PLANS =J Q J 0 Q o 1. Prior• to any construction within any existing public right -of --way, including connection to any existing road, a permit (n a shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect s the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 1 -N -4W `o 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards Q of VDOT unless otherwise noted -2 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and O 3 shall be installed prior to any clearing, grading or other construction. 06 4. A# slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 J (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved.itW 5. Paved,rip-rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director V J of Engineering, or the Director=s designee, It is deemed necessary In order to stabilize a drainage channelNNNNNN 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to 112055 W o 7. Unless be - Class 111. Q �W LL a otherwise noted all concrete pipe shall reinforced concrete pipe _J a acceptance by the County- Ali drainage outfall easements are to be extended to a boundary line or a natural C a 8. A# excavation for underground pipe installation must comply with OSHA Standards for the Construction industry (29 r� V O a, s} CFR Part 1926). o O CN watercourse. 6 LU N E rk LU c=n 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at F WILL BE RESPONSIBLE FOR N077FYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. W 2. 7HE ,LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON MHE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. 77 -IE CONTRACTOR SHALL ON HIS OWN �- o the time of construction. Additional uardra/l may be required at locations not shown when, in the opinion of the INI77A77VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. � N J. ALL .MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT ED177ON OF THE GENERAL WATER AND SEWER Z A r I TOP At 'IAIP[ M'TW a toll Director of En ineerin , or the Director=s des? nee it is deemed necessar When uardrail is re uired it shall be g• g 9 Y• 9 q LLI N � II 'NNNNNNI z W Z 5. THE +CONTRACTOR SHALL BE RESPONSIBLE FOR N077FYiNG U1TLITY" (1-800-552-7001). N i=TI'A PON! MM& MITIS IN TK QtIaTAILt WMWD SWAM installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be C5 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PiPE, OVER N M C25UJ w g W � Tia: umwnm 0, am T"q A10 Tw DR810IMTON IF n# increased to seven (7) feet. ,�/ W N I ov Mma Date WwVM? Tp �Maim OWMa FIA aim SAA a Tgtl 'canTIR Nam" No 9 Where urban cross sections are installed all residential drivewa entrances shall conform to VDOT CG -9(A B or C) )- .--1 o f0. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICA71ONS OF 774E ALBEMARLE COUNTY SERVICE c rIi,¢Q gqgqlK Ap�y,1y I T,1 ��Md1kL�cLaPOL•TwawwaaatlYY uamYla, 10. Where rural cross sections are installed, all residential drivewayY entrances shall conform to VDOT standard PE -1. WT -a FiIT, A;�Y/XIp � TH: MSOIIIII taltFea YaW. vldi0 M a9r101 tR 1�1� 4Ya a � M �'' trim &1 a'Ae",aIlAMaft Tte New RS11,119 AM /GIN -o IIY 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion � V) e t CM tt MTICTM N A LAFCiAPN SMACK AR O 111110 O a De "I" Mw A WAMo I<W9L of the Director of Engineering, or the Director=s designee, it is deemed necessary. H W � RU N= 00-12 DETECTABLE WARNING SURFACE _ 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on oil residential subdivision m w Q ?ca e 111`141031015 TYPE C fPAYIALLEL & PERPENDICULAYI) APPLICATION acuma bA � It�T a streets. j � g � � w a '� .1MN" almniYr ar TRA/ NTAmY Tie �yal 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement n; Z O In w a X section detail, shall be strictly adhered to. Exceptions will not be allowed. CC g v I- V) 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street u) a- w Ce z intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements'. The Z p H Z developer shall be responsible for maintenance of signs until roads have been accepted. Z LA 0 O ¢ O o 15. Road plan approval is subject to final subdivision plat validation. Should the Final plat for this project expire prior to O 0 U U signing and recordation, then approval of these plans shall be null and void.j < 0i4 V) «-. w 3 In Zn 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the > z ¢ w Director of Engineering, or the Director=s designee, they are deemed necessary in order to provide safe and convenient "' access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices. ¢ Z F g 0 z GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS> Z 0- > 0 o Ce 1. Prior to an construction within an existing public fight -of -way, includin connection to an existing road a permit a W i Y Y 9P 9 Y 9 P a• Q shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect w p V) U) „J Q- the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. cn w > o / �J `0 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must > L / notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. w o J. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). a S 9 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. C� \ 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 n 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 N N N N N 0 (horizontal.- vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 1-4 L 7• Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to A569 DT acceptance by VDOT. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. The N rn ; .4 0 / contractor shall field verify the length of ali stone drainage pipe. o 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at 0 the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the Directoir 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, all 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 VDOT standard PE -1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion 0) -n - of VDOT, 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 all residential subdivision r• - \ ` streets.. Additional clear zone may be required depending on the category of road design. (y) L9U) 13. Compliance with the minimum puvement width, shoulder width and ditch sections, as shown on the typical pavement c section detail, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans. Exceptions will (� FUTUREnot be allowed Z0) o� J ROAl) 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer prior (V a to aces tance Signs and their Installation shall conform to 'Albemarle County Road Naming and Propert Numbering TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL, 8TH EDI TION GENERAL OFFICE (ITE LUC 710) 807 OF 2, 833s f= 2,266sf ADT 2,266sf x 11.01 ADT/ 1000sf = 25 ADT AM PEAK: 2,266sf X 1.55 VPH/ 1000sf = 3.5 VPH (3.1 ENTER, 0.4 EXIT & 0 PASS B PM PEAK: 2,266sf X 1.49 VPH/ 1000sf = 3.4 VPH (0.6 ENTERS, 2.8 EXIT & 0 PASS BY) RESTAURANT (ITE LUC 932) 807 OF 5,347sf= 4,278sf ADT 4,278sf x 127.15 ADT/ 1000sf = 544 ALIT AM PEAK. • 4,278sf X 11.52 VPH/ 1000sf = 49.3 VPH (14.6 ENTER, 13.5 EXIT & 21.2 PASS BY) PM PEAK: 4,278sf X 11.15 VPH/ 1000sf = 47.7 VPH (16.0 ENTER, 11.1 EXIT & 20.5 PASS BY) NOTE: CONCRETE (VARIABLE WIDTH) --`\ SHALL BE 3000 psi (5' MIN.) AT 28 DAYS OR EXIST. GROUND STRONGER. 4" CONC..... EXIST. GROUND �- 4" 21--A STONE BASE CONCRETE SIDEWALK NO SCALE 2" SM -9.5A SURFACE COURSE 8" COMPAC AGGREGA TE B, COURSE, VDOT COMPACTE SUBGRAD PARKING LOT PAVING NO SCALE Ordinance and Manual"and the Virgbela Manual for Uniform Traffic Control Devices. The locations of all signs are shown on z a the plans. The developer shat/ be responsible for maintenance of the signs until the roads have been accepted into the M 3 state secondary road system. The speed limits to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The speed limit is to be posted o 5mph below the design speed. a 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior toLE a signing and recordation, then approval of these plans shall be null and void, (V 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the 6 Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient accessUJ 17• Use VDOT standard CD -1 or CD -2 underdrains under the subbase material at al/ cut and fill transitions and grade N a sag points. 18. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be Q 1NNNN-4 conducted in accordance with VD074s video camera inspection procedure and with a VDOT and/or County inspector > (%� -0 present. In addition, if high-density polyethylene (HDPE) pipe or pipe system is installed, the contractor and a V representative from the pipe manufacturer should hold a preconstruction - meeting for installation training. The pipe manufacturer should spend a minimum of two hours on the job site during the W r initial pipe installation. to GENERAL CONSTRUCTION NOTES FOR SITE PLANS =J Q J 0 Q o 1. Prior• to any construction within any existing public right -of --way, including connection to any existing road, a permit (n a shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect s the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 1 -N -4W `o 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards Q of VDOT unless otherwise noted -2 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and O 3 shall be installed prior to any clearing, grading or other construction. 06 4. A# slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 J (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved.itW 5. Paved,rip-rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director V J of Engineering, or the Director=s designee, It is deemed necessary In order to stabilize a drainage channelNNNNNN 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. _r 112055 W o 7. Unless be - Class 111. Q �W LL a otherwise noted all concrete pipe shall reinforced concrete pipe V a C a 8. A# excavation for underground pipe installation must comply with OSHA Standards for the Construction industry (29 r� V O a, s} CFR Part 1926). z O CN GENERAL WATER & SEWER CONDITIONS 6 LU E rk LU c=n 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR F WILL BE RESPONSIBLE FOR N077FYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. W 2. 7HE ,LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON MHE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. 77 -IE CONTRACTOR SHALL ON HIS OWN �- � INI77A77VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. z J. ALL .MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT ED177ON OF THE GENERAL WATER AND SEWER Z CONS7RUC77ON SPECIFICA77ONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. LLI 4. DA7i:JM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODE77C SURVEY. "M1SS � II 'NNNNNNI W Z 5. THE +CONTRACTOR SHALL BE RESPONSIBLE FOR N077FYiNG U1TLITY" (1-800-552-7001). W Q C5 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PiPE, OVER w 7HE CENTERLINE OF PIPE. 7HIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. W z 7. ALL WATER AND SEWER APPUR7FNANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. ,�/ 8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FU7URE I N EXTENSION THE UE. 9. ALL COMMERCIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKLOG PREVEN7FR o f0. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICA71ONS OF 774E ALBEMARLE COUNTY SERVICE ND'11� . aM au Ver M /l.i.r. aIr ■ wAa L 1M IF AMR M RAIL b i TOI !Mal MVM! MM�_mIYM rr: s CTXN 80 CUR$ AND GUTTER armee tI1Mu ID4IINICR ? Ixeealaaer mono L 'IUM Mal R1' R mnw a ow P RM b1M MrOMF YRAA ♦'" MIL -AN Imp A. ':'yL01�f s et. wr e[ Alamo Y NIMH STANDAR? 8W CURB RIIMx MMIRMR I/ neIallAralla 1 JOB NO. 112055 m CL 0 Q �W LL > a C a U X Q) r� V � O O CN 6 LU E rk LU c=n °o JOB NO. 112055 0 0 U) o SCALE AS SHOWN a C a SHEET NO. S-4 � a I .. A +_ 1 W, MIN, aY, ASS NOTES. I P i G VEL' LT €iOV#31 A &' TN1CK RA BEf7 BENEATH Tilt METER VAULT. �I.:A+flh€1l+AUM WAUL THICKNESS FOR PRECAST OR Pt31JiT-Ifii PLACE VAULTS SNAJi. BE A'. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASCt€~,iARY BLOCK SHALL S - S P 3. rt�l� OUTSIDE Tl -i VAULT BELOW .,tt�ta� tarp �3AT'� I � �s APPROVED V ., Acre ., SHALL 13� COATED w A , � E�+ WATER: PR E A COMPOUND. TYPICAL METER VAULT Q 1I�" METER) NTS iG. ver _ 7 24 r ,8 MINI - 1.4 318, ., . -zt.I I ave xcsce�.r� A raaacr 3 > SEWER SERVICE LATERAL CONNECTION NOTES: (. WHERE A SEWER SERVICE LATERAL CONNECTS TO A, MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL: IS INDICATE) , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0,2 HlCHE'R THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE', 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL. BE CONNECTED USING A PIPE SADDLE'. MINIMUM `' POR SEWER RVI CONNECTION N U GRADE tJ 1£ E SERVICE _C� P� 71 N HA EC 4 SHALL BE 285 014- PER FOOT) # 1 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4', 5 ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER CY€ 3 FEET SALT TREATED FINI$HED GRt?IJNt? 2 x 4 MARKER, PLUG ENLD C)F MAIN LIN SERVICE LATERAL SECTION *,,< II I 1 p IN WYE T LINE E EE PLAN i >I, VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. ' FIG. S - Tia -'l 2 - 0 Sine View 3' Minimums aQ - -4 . eer¢rP ' r aired ( 4:, 4 OaNaniz Steel Burn. Wl,� x 14 (min, size') 4 3' min. penetration into undistur 45 soil or as approved telt the--. \ r ACSA. TYPICAL THRUST BLOCK IN FIS AREA INT'S IFIG. W- 3'9 EMBEDMENT SFII#1'3G LINE CIE PIPE - NO, Cx$ STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS TD- 7.13 � 1' COMPRESSION x 3/4` MALE PIPE COUPLING OR APPROVED EQUAL I' TYPE 'K'_ O SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND 4RRIGATiON SERVICES. 1'xl'x7' TEE ❑ O NOTE: NO SWEATED FITTINGS DUAL SERVICE I' COMPRESSION x 3/a' MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE -K' SOFT COPPER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE R NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE, CAST IRON LID FINISHED GRADE LOCKWING METER BALL VALVE BOX (INLET & OUTLET 36' MIN. COPPERS ETTER If9 BEND COUPLING t IF REQUIRED) � METER J` BRICK AS NECESSARY CORPORATION STOP TYPICAL SERVICE LATERAL INSTALLATION QTS FIG. W-6 REia+IA#hllNG BACKFILL SHAll, NOT CC1hdAlh3 €1(}C.K MATERIAL LARGER THAN 5•: IN ANY DllisEfilsiO%l -INT`#At. l3 AC Kf=:il..t'' (b' LIFTS) TH{}R4)tJCHI:Y COMPACTED B'i HAND O13 APPROVED MECI4ANtCA1 TAMPER _ NA43h}CHi-BEDDING 6' max NG ' retie ..-.FOti%iA7#CIN (SHALL BE f#E12UfRE#;3 V`dHiN SG)il: CON#1?i'#tr7NS ARE UNSTABLE �j(ALI. 1rtPE) r L hl{?TE '; k,GFEh# CUTS IN PAVED AREAS bV3T41lAi EXISTING VDCiT RlttiT_OT,-WAY SHAi.i. BE 1.1 j�A:.(.�L [ "Tilt -1 CK�El� t=N El -Y FreTl�T CiNF NG;i FAA F i'tA O#T DUCTILE PIPE THE BOTTOM C}fi . E TRENCH 5 Lt_ 8E SCRAPED IRON THE #:D OR AND COMPACTED, AND ALL STONES REl+/s04 A 4" BEDDING OF N{.3.68 STONE SHALL BE PitG;31+1LtEt'? 3,WMERt< RC7C1C 15 ENCOUNTERED RiF'l= SFIA,I, RE 1RlSTAll.EO 4N A M#N1tr#Ll{tf, Vii° BEDDING f NO. 68 STONE N fAlelBf�3SK7M iiftrtEiv�3'+»rP� A MkTf98 sSTE IAWtdS:;f21 318, ii.RElr'r£'iTe Pfiz,)PnSi§I.5 lm#,!..�� Ns.Si3�.rtt'CE^t5, 'N -IAN 4' > FIG. 4 -I -A TD -9 REia+IA#hllNG BACKFILL SHAll, NOT CC1hdAlh3 €1(}C.K MATERIAL LARGER THAN 5•: IN ANY DllisEfilsiO%l -INT`#At. l3 AC Kf=:il..t'' (b' LIFTS) TH{}R4)tJCHI:Y COMPACTED B'i HAND O13 APPROVED MECI4ANtCA1 TAMPER _ NA43h}CHi-BEDDING 6' max NG ' retie ..-.FOti%iA7#CIN (SHALL BE f#E12UfRE#;3 V`dHiN SG)il: CON#1?i'#tr7NS ARE UNSTABLE �j(ALI. 1rtPE) r L hl{?TE '; k,GFEh# CUTS IN PAVED AREAS bV3T41lAi EXISTING VDCiT RlttiT_OT,-WAY SHAi.i. BE 1.1 j�A:.(.�L [ "Tilt -1 CK�El� t=N El -Y FreTl�T CiNF NG;i FAA F i'tA O#T DUCTILE PIPE THE BOTTOM C}fi . E TRENCH 5 Lt_ 8E SCRAPED IRON THE #:D OR AND COMPACTED, AND ALL STONES REl+/s04 A 4" BEDDING OF N{.3.68 STONE SHALL BE PitG;31+1LtEt'? 3,WMERt< RC7C1C 15 ENCOUNTERED RiF'l= SFIA,I, RE 1RlSTAll.EO 4N A M#N1tr#Ll{tf, Vii° BEDDING f NO. 68 STONE N fAlelBf�3SK7M iiftrtEiv�3'+»rP� A MkTf98 sSTE IAWtdS:;f21 318, ii.RElr'r£'iTe Pfiz,)PnSi§I.5 lm#,!..�� Ns.Si3�.rtt'CE^t5, 'N -IAN 4' I a N I I � € I Y � I r # t, II M...M,.mM,M.mmM ------- L -.�,.. I I I € I E.3i�'i )a,4iNt7tk'; l I I l I 5[LlE ALlI..T N.T S. FRAME COVER (SEIr FIG, S - I O,E) STREET SURFACE OR NON -PAVED AREA SLOPED21 01 AREA- € . I RUBBER CG?ATED: STEEL STEPS CAST IN PLACE 3'- 0., MIN PRECAST REINFORCED I CONCRETE SECTIONS 1 12°' MIN "O" RING SEALS: 4' 16" MAX /JtINi7btUhtt ELEVATION DIFFERENCE ACROSS M.H,S° 4'- c' FROM INLET To OUTLET' l SHALL BE 0.20 FEET, C:ONCIPET 4' VARIES DEPTH OF FLOW I=ILLET4 � CHANNEL TO RE�-�_,_, i •, 314 DIAMETER O CONTRIBUTING � SEWER. a ,, ?< FILLETED i1�JV�ERT FOR A SMOOT TRANSITION OF FLOW B:ETWEEt' INLET & OUTLET PIPE SHALL PRc7V1C5EEi. BEDC71NC, NOTE W/ N0. 68 STONE i. BEDDING THICKNESS REQUIREMENT SHOWN €5 MINIMUM ANG+ Sl--iAEL 8E SPECIFICALLY DETERheiiIVEC7 BY THE COh1St1LT,Rl"lT FOTl-1E 5011" CONDITIONS. 2, THE CONSULTANT WILL DETERMINE WEE-fETHEf' MANHOLES SHALL HAVE EXTENDED OR NON - �?cTENDED RASIES. 3. ALL JOINTS, LIL=T HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND CCITT, TYPiCAL MANHOLE SECTION SHO1N`'ING BRANCH TIE-IN NT.S 0 filteffa Bizstbeatian ST;Stetat5 'ilt+erra` Standard Plan Notes Cunstruetlon ,&.[astullatia A. Each unit shalt be cozislructed alC. the locations andselesvations according to the sizes shown as IIIc approved. drawings. Any modifications to the eleva6vtn or location shall be at the direction of and approved by the Engineer_ B, Tfthe l"'ilterra" is stared before installation, the top Staab most be placed on the ba+t using the 2x4 wood provided ter prevent any contamination from t#tre site. .All internal fittings supplied (s#' any); must be JeSi 1st place as per the delivery - C. no unit shall be placedon a compacted sub -grade rviitl<t a minimtun frinClt gravel boo matching a Tit area of e unit. unit to beplaced such that: the 't the of the curb Tmthe thThe is finalgrade �Int and top slab match the grade of the stub in the area off the unit. Cocnpa,'t undisturbed sub -grade materials to 95°l0 of maximum density at x-1.2% of optimum moisture. Llnsuitabte material below sub -grade shall be replaced to the site ettgit>'eer''s approval. B Outlet connections shall be aligned and sealed to maeit the approved drawings with modifications necessary to>rneet site conditions and local regulations, S. ©neo the unit is set, the internal wooden forms and prrotectiva mash cover rruast be left. intact•••. Remove only the tr;tntpvrary tivondert shipping blocks #between the boy and top slab. The. top lid should he sealed oako:tle box -section beforcrY hasktlilimg, axing a nen-shrink grout, butyl rubber or similar rvaterproot'-seal, The boardiz ort top of the lied and boards saaicxl in the emu's throat inns! NiJ'T be reixtoved. The Sappiisr (Attter'icast of its atulnexized dealer) will remove these sections at the time of activation. Backfillhtg shnttd be perfonuied in a careful manner, bringing the ap- propriate fill material up in 6'lifts on all sides, l'recas;t sections shall beset in aanauuter that will result in a watertight: joint, In all instances, instatlatiom o'Filterre unit shall conform to ASTM specification C891 r`i3tanttar4 Practice for Installation of Underground 1'resw (Itidity Stnratttre57, unless directed otherwise in contract. da'eteetterits, F. Curb and -gutter construction (where present) shall ensure that the flow -lute of the 1: itterra'° ttxtts is at a greater elevatiart than the Now -line >offt bypass structure or relief (drop inlet, curb stri or aisnlar). Failure to comply with this guideline may came failure and/or dam, age to the t'ilterrte environmental devise:;_ i'x. Each EihsrrO unitmust receive adequate nrigation fol unsure survival of the living system during periods of drier wea.tlw. This may be achieved fiE2rouo a piped systcm, golfer How or ihmugh the;twz grate. •- > FIG. 4 -I -A www.jwcrrp.com TD- 'If£rN ,75' MAMEIER otxAtr.Eo 40L FOR TO>urc.H READ TO9 Vi EW .t• iwx>aaarrl:tt i A SS£A4Y3NC> sUA UC"lC?D FOU€ti!C)ATIC}l'3 MATERIAL ROCKY 1=C?t.iNDA71O1'`+i MATERIAL iNIT#ftil. BEihK3 S S TYPICAL METER V 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 AT WALKING SURFACE SHALL BE GAP A MIN. OF 3'-6 " IN HEIGHT. WT DDohausE BASE ON UOtICREtE 9DCN9- lrQdiQli3E OPENNO StiAL#. BE PRfiFORYED BY MANtJfACTURfiR OR SAW OUT NOTE .. 1 #* T LINES. WITHIN 2� (3 HE WATER .I`1C'l ROCKS SHALL BE ALLOWED 2. N0 ROCKS LARGst✓ T'l-tAi'+l fi` IN ANY Ctl#uIENMQ#*t S14ALL BE ALLOWED t� l= ABOVE ° INITIAL BAC#C tLL. ' LIFTS, PA IN G t, S. �( 13 € PCi: COMPACTED 3. HE INITIAL BA�BACKFILL SHALLl<A CED AN 4: ALLOWED ORGANIC- OR FROZEN MATERIAL OR DEBRIS SHALL #1E 1N Tt-#tr. TRENCH. 5. BELL. i-#t3LES SHALL B1 DUG OUT IN ALL CASES. DUCTILE IROS CATER PTE INSTALLATION & IiI=CDIN STs Fits. W-2 TCit+1E STABLE SCaEt ROCK SCRAPE THE Bf?TTi}1L+4 OF THE TRENCH. REMOVE ALL STONES TO iAiSURE '1'14E PIPE d30ESN"I` REST ON ROCK A#+ii? 7T'#tuN COMPACT T1-lC SOIL OR PROVIDE A 4' 8£Ct OF sus STONE, FOUNDsrl,TiO!'4! IN POOR St`JiL UNDER -GUT Ct7t*1D#T#O N iNl`11A1'BACKFt, aliraN UNSTABLE a' g» s• yrs SO#L tits � Mlw a68 7t5Nt_ Atd A€t LL S a Gtr ill APPROVEDBY ACSA t ;t.:.,.a.'�c..�' Ila STABi.E SOIL OR ROC TO IFiT (PIPE auTsetE aIAMATER P1.t1S ti". STiNO SAH1TARt1 NER PIPE tr CLEARANCE EfiN E198M0 PIPE STONE 300 1Nt:swo Comm BLOCKS No. 88 SMNE 111100NO A'xfrxllr ° _ � 'fin` "'"�?S:+t��:�� • r •a m a WALL (4 FACH) FILL DOGHOUSE CMING MANHOLE ABOVE BASE $HALL AROL = DOGHOUSE ALLOW OONt�4fiiE MAtAP Ei16tiT1NG PSE WTM TO "W A MIN. NEOPRENE CASKET MATERIAL 1°-0 BEYD#a) BASE BEFORE FIWND THE OPENING Of�� v r � NfiOPr'iSrfi1E 9EtxJREG BY 2 NCN- CCRRQ$i1VE $TRAP'$„ 1 ON reuAoH alafi OF DPfiNIN6i 12' MIN, CAST -IN PLAN I000 4S1DDNt�tETE 9ASE FOUNDATION SECTION VIEW 111 llil Leel lei l!Ii 11 it 1311111 IIIII il1111I'll lrlll lie! letlli,el 11 it it a s3trS=13:`il/1IIIIIIil 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 B" 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 flG, 5-1 •- " x 0.70" ALUMINUM FOREST GREEN TOP RAILING (TYP.) #>1-zz 1 N RAIL POSTS 4' O.C. TOP OF RAILING MIN. TOP OF POST CONC. FOOTER 42„ SEGMENTED SITE WALL GRADE RAIL ( %" SQUARE FOREST-' v-1" SQUARE FOREST GREEN �- 4" MAX. GREEN ALUMINUM ALUMINUM SIDE WALLS GAP PICKET (TYP.) (TYP-) NOTES: 1. GUARDRAILS ARE REQUIRED FOR DECKS, PORCHES &WALLS ELEVATED MORE TOP OF SEGMENTED RETAINING WALL THAN 30" IN HEIGHT. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. tw/ GEO-TECH. REINFORCEMENT. FENCE 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. !POSTS SHALL PENETRATE 1ST LAYER 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. OF GEO-GRID 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 34" wIDE. SCfIEWTIC OF RET.0 AINING fl'ALL RAIL 11Ly'TAIL NOT TO SCALE ISI.. I I L 001 r Ifiteret�ntats 5ysttom� = S tle,'u5uiie agul OH A Activation of the Filte rrO unit is performed ONLY by the Supplier. Purchaser is responsible for Filteffe inlet protection and subsequent clean out cost. This process cannot commence ami# he, project -site is &Uy stabilized and cleaned (full landscaping„ grass cover, final paving and street sweeping completed, negating the chance of comstrtwtion materials contaminatiM the Filterr>a system. Care shalt betaken during construction not to damage the protective throat and top plates. 13: Activation includes installmion ofplant(s) and mulch:layem as necessary A. Each correctly installed Rilisrram unit is tet he maintained by the Supplier; or a Supplier approved eontravtor for a-nnirtimurn period of l yeat The cosi afthis xerviae is to be included its the primo' of each Flterra'a unit. Extended maintenance contracts are available at extra cost upon request - 13. Aamia# included maitztenaace consists ofa maeirnum of(2) scheduled visits. The visits are scheduled seasonally; the spring visit aims toclean tipafter winter loads that mayinclude: suits and sands. The fall visit helps the system by removing excessive leaf litter_ C. Each Included Maintenance visit consists of the fAllaw'ing tasks:. I. Filtezra' unit irrespec,titgn 2. Foreign debris, silt, otuiah &teas#t retttova 3: Filter media evaluation and recitacge as necessary 4. i?tartt lteeiith evaluation and pinning or replacement as necessary 5. Replacement of mulch b; Disposal of all maintenance refuse items 7. Mairtteaance records updated and stored (reports available upon request) D. 71te beginning and ending dale a#''3etppiier's obligation to maintain the iastalked system shall shall be determined by the Supplier at the time tate system is activated. Owners. utast praenpkiy notify the Supplieraf any: damage to the ptant(s� whialt atrtstitute(s) an integral part of the:fioretexrtim Technology. WWWAIIOM.4com Charlotbetrville,'VA.229I12 fitt, erra Jaavaty 2S, ?di1,2 Fka � of FVWr#raa C'ttudltu #Cantor. Albtottrle Canmft . VA IiCBr lira Thank )ou. for subatitting the revitted plana on 25 Jattttacy 2012 f+or our t>gvm of t'bte 0attdiva err Fojset, lriltetaae atrrxctnte ir'i0 (40) was tlludiad fiRt^, • Plattt#ed F'ilteaat>a box aizs • Ffl#ettae 00odbitug daimp am a>agprojaowa tam #Wes apncitina• iolu P�ltetra+tD invax# nLevafioae we i,igher t6aa eiiltia®t invset ei+evafionti The bypass is laovar #!un tlta ltilteing alas'a#ian (spot alavatroala) The gradia8 porn eacttiuragas csaaa litl• w flow and trot baud-oa fl,ow The t?iitetra@ outlet drain pipe is t+daaod cotTaoUy and eldts perpeadinua to t#sa wall III For ..slay atwalllodiag at>!Itoturlae sttalla as stanal dttdn pipe, bebw PUftn@ For moo e$ltiant pLcamant of l7iltetta+t9 tatiti 4-6" opatratiag sbtaat datsil and staadatd ,ales on pleas 'x6ae plata xaa3etr txonla&i #best the plltetiaso stctwtuce listed above L ttiind end sized mpply to hest 5toltnwt1atr 10 our pttblisl>nd Opraatioaal irottsis%acy with tiwa apeei£na is tsaa=apaat npEtn the ebotrtt4vatez trait bsft itaatatied taaaraot>,y Bra! aa;orft to the plana, as vsei1 as tagitiw al8itttrtman08 beim � � W��lE �f�� W t�tQ �tyaC Bt t�q i9�C�CtL The Niltertas imetailation, tDpmtetiaa a'od 1ldairammce Mactnal will be made aysilsilsia upna tegttest, Yowls rincataklr Uaeae'1tinUnitt moat' rt tl�tta®Sis�txatlaott Syatattle *AMERI�ST 1t3sVkikk zPh,>mitRodkr:(awa)7Wdaou4btj*TAwttr#1ff9u. Mblmd, YA?3M 8ti lftnLom PfiEGAST DOAIt:RETfi MANHOLE 9A31<ti SHALL BE fA9RlCA1fiD IN ADCORDAtiCE NTH FART Y, SECTION 0 OF THESE SPECIFlCA110M SITE WALL � SCOTT. IOLLINSI CD A U No. 35791 1� z MS'S jONAL w z Z ELI! z J O N ,N -I - Cid C: C N f l N � O w N v � 3 Z m UJI w E- coo a a to Z 0 x U LU In -LU � Z =) O O_ � � OV z ¢ as � e� 3 LU LL Z Q Ce J ¢ Z d-6 II Z g o z a 0 � e -e o W cUj Ice e °` °' a E w C o C 0 a a N N N N U N M � Goo U O O L9V) � t � M EW 1W LL 04 Z W n U M CF) iv N ' 0 0 a M N 0 t >? 7 N � o_ T o 0 N W a o 0 J � J C _ II i z C`1 II a F- LLLIJ U W l 0 . W L 0 O � s 3 of W V � � U W� O L a U O W I z 0 � U T P a vJ � w w z_ W Q c0 ) Z Z w J L � o J o J � L Q W � L N a LL U r � ami V � t OL N bas LU i= w � � = U a to o a JOB NO. � 112055 0 m SCALE II AS SHOWN ° SHEET NO. n - S -5 Short Version BMP Computations For Worksheets 2 - 6 G(i TM,o o / I \ SWM NOTES: Abernarle County Water Protection Ordinance; Modified Simple Method \gN6q��o , o��o _= I �`�\ THIS SITE IS WITHIN THE CROZET COMMUNITY AND THEREFORE LIES WITHIN THE REGIONAL DRAINAGE 'TH hgRl� 6ROgNTF 0O,Q2 00 ���QIV 1 oo ,"T ,y BASIN, WHICH IS A WATER RESOURCE AREA. THE CROZET AREA IS BOTH A DEVELOPMENT AREA & A � �f Plan. Water Resources Area . Development Area � / lT � << rq � 2 w ��r _......:..m ,.,,. / \ F, N , c o~ J ti`�`o,`O c, ti 4 or \ WATER SUPPLY PROTECTION AREA. THE DOWNTOWN CROZET DRAINAGE BASIN WAS DESIGNED TO �J 2 j<<F <<F�° 0 0Q" �'ti^j` / ACCOMMODATE THE FLOW AND RUN-OFF FROM THE DEVELOPMENT OF THESE SMALL I ACRE SITES. _ _- _ \ F�• �q Rp (d 655 , �`� 0 4 �, Q SCOT R. COLLINSZ Pi°earer FGM, PE Q'te-- _ 24 -Jan -12 S cOMMF Z�9�.3 a z�a4�4* (9 �~� ��``'�/'�� THE MINOR RUN-OFF FROM THIS DEVELOPMENT SHALL BE COLLECTED AND RELEASED INTO THE U No. 35791 Rcj L ,�� o � o' �� 40 co " o / Project Drainage Area Designation Gaud„Center MA� \j �\\� No� c,40°�� o�`Ooo =�� OFFSITE STORM SEWER WHERE IT WILL BE DETAINED V!A THE DOWNTOWN STORMWATER �A ��,�� MANAGEMENT PROJECT. TO PROVIDE ADDITIONAL PROTECTION A FILTERRA INLET WITH A SSIONAL �G L storm pollutant export in pounds, '>_ = IP(P))RV-12 } I C(A)2.72 ] c / \ a 4 PHOSPHOROUS REMOVAL RATE OF 74% IS PROPOSED ONSITE. Rv mean runoff coefficient,. Rv= 0.05 + 0.009(t) \ 'Y �Q1j °� TMP 056A2 -0 -00-071D Pj smell storm correction tactor, 0.9 \ QZ cr til ' SMER LAND TRUST; \ `� t percent imperviousness co \ \\�i STEPHEN L THARP TRUSTEE F annual precipitation, 47 in Albemarle \� P.O. OX 2681 r--. --I-- " \\� CHARLOTT VILLE VA 22902 A project area in, ams in su%ct drainage area; � A 1 0.� (Project Limits} � 1 DB 136 PGr545 C pollutant concentration. mglt off• ppm target pbosphorus � / \ � � I � N � f tactor applied to RR, / / ZONE : COMMERCIAL N TMP 056A2-01-00-021 17i I / Y required treatment volume in cY. 0.5" aver impery area = A(1} 3560(t?_5172I127 \ I I CN z RR required removal , 40st) - f x L(pre) - �{ U\ EMNPEA LLC ; \\ \ LU g %RR removal efficiency , RR100tL(post) \y 7751 GLENTIVAR LN �\ \ \ / n °� w / \ GREENWOOD, VA 22943 Q Impervious Cover Computation values in feet & square meet / / 1 DB 3572 PG 674 ¢ o a LU t p _ ( ) / ZONED COMMERCIAL tfern \ 1 inch - 2 ft. _� ` pre-development --------- Arca {os%der+eleapment Area _ Roads _._:. _.. -. _.. sssbtcal i w _ Reads subtotal ;..._.; I �.�. e_..� � Proposed Road & Parking$ . ;oco i " 3 Q T t. t 8,000 i Cfruevvays _ subtotal Qnveways elks subtrata! and walks` { _ I r 3 Proposed Sidewalks i t 1-i Racking Lots P Palling Lots I? Area ` 0 \ A 0 Gravel areas ix 0.70 Gravel areas pi ix 0.70 0 Structures Area no subtotal !8truc#ures Area no subtotal 3T ,i IProposed Building_ 5,347', Actively-grazed pasture a: Area 01 Actively -grated pasture & Area S,34 yards and cultivated tuff x 0:08 = 4 1,554yards and cultivated tori 181x\O Q$ 334 Active crop land n_ _ � Area _ _..._, ..,\ ..._._._ Area ._._, _ 1, ix 0,25 = i Q' _ Ix 0.25 Other imperuivus Areas Area Active crop lana 3 tib U. f_� 0 i V imp@rvious-Cover �` W_.\..»..�W-.. ..... . 1 :I oerviousCover - - >� 0 SE OFF CESI , �LU tt \ I / m z UJ r y 2 Lu V W � I— cC Z Z O Q O z U)U U Z LU / TMP 056A2 -01-00-071D \ ¢ as / f - TMP 056A2 -O -0200Q \ DAMMANN, CHARLOTTE B & SARA\ S \ / \ ' (~� w UZ Q N ,,� 1� \ ALEXANDER, MICHAEL B LEE FRIZZELL / 705 INGESIDE LN \ 2958 BARRSDEN FARM z �- 0 CHARLOTTESVILLE, VA 22901 \ CHARLOTTESVILLE, VA 22911 z S o z DB 3697 PG 147 / / > // DB 833 PG 003 \ 0� cn /\ / \ \ r'-' w / ZONED; COMMERCIAL l / DB 324-92 / } W a o ZONED: COMMERCIAL ~\\ I w o �W., Q�/Ce I. v > W UJ �'+ > � CD \ \ 511) N N N N cli I(pre) t(post) Q. �� `\ / ' \ /� - #tv(post} l V \ / TMP 056A2-01-00 071A0 N M , f, 00 ,2 Q TMP 05Mi,01-00-02 f \ DAMMANN, CHARLOTTE B & SARA LEE ,. ALEXANDER, MkCHAEL B / FRIZZELL 705 INGESID`'E LN \ *a� n°velopment (for Ileveipprtzer�t Areas„ exisiirtg rmpervtcws giver <= 20°Iq} ,, � 2958 BARRSDEN FARM . -._n_ ^ �M' T m,.n, ._ ✓ - \ ' / CHARLOTTESVILLE, VA 22911 . . a __.� __ _._ . \ CHARLOTTESVILLE V22901 \ \ f t fere} t�v{pra} # C(pre} � �{pest} = RR F !o RR Area Type ' o fl _ DB 1600 PG 191 1.00 ' 2010. €� 23 0.53 2,11 1;48 70 k Development Area \ \ t3 833 PG 003 ZONED. COMMERCIAL 324-92 MEDICAL OFFICE ZONED CIAL 7,) � \ OQ. /ZZ I M \ \ \ \ - \ �J �¢ i M CN Af C% tlT• _ ° / STR. 2 C) ZONED: RESIDENTIAL �_. ____ __— ____ -- ` �-=- j;. <----_. ° ° CR��� E $��-� O� USE: FUTURE SITE OF CROZET LIBRARY j C -- a 0.26ac. T 71 1' / +p0 V LABRA &f `�'� ` / a°� / -4 Cw=0.45 — � w A. c -8mm. - ° _ ` A a a I ` w \ T - (NO -r rURE ROAD a v=i O SET OFR OF THIS T JOB NO. I 04 -- 00 +50 �6 "-� _ ' pLANS� f GRAPHIC SCALE �� , ©�-- - 112055 / I 20 0 10 20 40 so \ \� / I00100 4L`� SCALE JW (IN FEE �J 0 NA 1 \ 1 inch - 2 ft. _� ` Seat r NU. 710 710 0+50 1+00 1+50 2+00 2+50 2+75 POLY -W ON co LOW M H z LENGTH* ft. SANITARY SEWER M H 2- 725 PVI STA: 0+75.00 m 725 o �0 725 '60 REDOMI AND ABANDON OF SOIL x o, INS II LVC:00�_ 0.00 N _ o 00 E BEFO - c6� o STR: 6 Orn - - - ---- c0 �a -- --- -- --- m 0 t10 -CL r' -- - -- � 0 Q j 720 + + +Or . TP=714.68 720 _j 0 00 W 0 i zj -0 720 U > - ---------.___ o0O 04 lr'-+Nr' F- ~c N o a 1 705 715 TECHN W CONTRACTOR SHALL INSTALL % cn > cn -Z ~ ! 4 AN 8" G.V. w/ MECHANICAL fl OC4z Z 705 3.512@ O 7.51 N 0.90 2,6720 - 11.11113 0165„ 3.85 a11> xISTING _ D.14119 STIR: 10 N > cn � z cno GRADE .3.8312 -- VDOT DI 313 L=6' 3.79 1.'. i TIE INTO EXISTING 8" W/L UNDER LIBRARY 4 715.82 EWER STA. 11+37.25 � d AVENUE VIA w/ AN 8"x8" TEE & 3- 8" G.V. 3;91%0, 719.43 708.40 rn ao O cfl THRUST BLOCK, TO FEED A goo J .40 CUT AND ABANDON EXISTING STUB PIPE & BEND & A TYPE A B.O. TP=715.00 ( J N ASSEMBLY. THE LIBRARY AVENUE WATER LINE SHALL & W/L APPRO REMAIN CLOSED & THE PROPOSED E, UNL SS NO INV OUT: 710.75 TO 4 WATERLINE IN LIBRARYAVENUE SHALL 5 t352 is 77.53 LF ® 3.91% TING 8" PR POSED 0 0.37 .18 TAP, TEST & INSPECT THE WATER LINE. ° POLY- RAPPED 710 195 3.90 0.90...: ocoo=+rnz NDERL GRADE fl.Q63 025: I O.OG CL. 52 D.I. W/L 9 J J N 710 BREAK EXISTING PIPE 0.46 AVENUE 700 (0�' 6�0 WW U� C°0 AND INSTALL A VDOT STRS t)i 20 fi Q: 700 15" CL. 111 RCP STD. DI -213 TO INTERCEPT THE 0;257 335.44 LF ® 6.52% - - RUNOFF FROM THE -- PROPOSED DEVELOPMENT - I 15" CL, III RCP 705 z & �0�7 �o 91.81 LF 0 0.56% / PPR X. LOCATION & AL GNMENT OF BURIE D STORIV SEWER F IPE mocozz fXTE f0 . - ACTO -S iAtt tOR-T6- RNtA - ----- ---_-_ & INST LLING S ORM SE ER TO V1 > XCO 6 9 5 TRACTO SHALL / ZT. CONT PROPOSED LOWER COL INS ENG NEERING OF 695 m 1n Z CREPAN U L OF S RM SEWER. LEVEL OFFICE J J N r7 d O I RM I IS FLUSI i WITH / FF E=704•S' W TC P OF AS HALT] U_ 10+00 10+50 11+00 11+50 12+00 9 O r -' EXISTIN 24" -PROPOSED 6" LA ERAL SH LL 690 TORM S ER "; CO NECT T MH #z. ATERAL NVERT (INV.=68 .6z) SHALL BE 687-30'. L kTERALA (STING 1 0 ' G' AINTAI AMINI LIMOFs "OF GRADE (g" SA & SEPARATION UNDE LD THE EXISTING iCROSSI SIG, 24 685 RE" 685 41 it POLY -WRAPPED CL. 52 DI 138.69 LF © 1.70% C NTRACT)R SHA L TIE INTO EXISTING SANITARY SEVER VIA A DOG HOUSE MANHOLE CONNECTION. CONTR ACTOR SHALL VERIFY 680 INVERT PRIOR TO INS ALLATI N OF SANITARY 680 TIE IN O EXIST( G CONTRACTOF SHALL CONTACT ENGIN ER IF 8 PVCS/L ANY DISCREPANCIES OCCUR. 675 675 W W I- Ln W W O N WIU rn rn � 0+50 1+00 1+50 2+00 2+50 2+75 POLY -W ON co LOW M H z LENGTH* ft. SANITARY SEWER M H 2- 7;:(arade Wet. :DesignTlible, I STR Zo -EXISTING STUB PIPE STR Nib; Inlet POLY -W ON co LOW PT ST/: 10+58.50 LENGTH* ft. 52 C.I. LOW PT EL V. 713.88 725 PVI STA: 0+75.00 m 725 o �0 725 '60 REDOMI AND ABANDON OF SOIL K:1 .01 o, INS II LVC:00�_ 0.00 N _ o 00 E BEFO - c6� o STR: 6 Orn - - - ---- c0 �a -- --- -- --- m 0 t10 -CL r' -- - -- � 0 Q j 720 + + +Or . TP=714.68 720 _j 0 00 W �� i zj -0 720 U > - ---------.___ o0O 04 lr'-+Nr' F- ~c N o a 1 - 715 TECHN W CONTRACTOR SHALL INSTALL % cn > cn -Z Kz ! 4 AN 8" G.V. w/ MECHANICAL fl OC4z Z fl.96 3.512@ 0.1403 01834. 7.51 N 0.90 2,6720 - 11.11113 0165„ 3.85 a11> xISTING _ D.14119 STIR: 10 715 > cn � z cno GRADE .3.8312 -- VDOT DI 313 L=6' 3.79 1.'. i TIE INTO EXISTING 8" W/L UNDER LIBRARY 4 715.82 EWER STA. 11+37.25 11 THROUGH A PVC SLEEVE, WHICH IS ENCASD BY A CONC. AVENUE VIA w/ AN 8"x8" TEE & 3- 8" G.V. 3;91%0, 719.43 708.40 Cl. 1111 RI P THRUST BLOCK, TO FEED A goo J .40 CUT AND ABANDON EXISTING STUB PIPE & BEND & A TYPE A B.O. TP=715.00 ( RNG. ASSEMBLY. THE LIBRARY AVENUE WATER LINE SHALL & W/L APPRO REMAIN CLOSED & THE PROPOSED E, UNL SS NO INV OUT: 710.75 TO 4 WATERLINE IN LIBRARYAVENUE SHALL 5 t352 is 77.53 LF ® 3.91% TING 8" PR POSED 0 0.37 .18 TAP, TEST & INSPECT THE WATER LINE. ° POLY- RAPPED 710 195 3.90 0.90...: fD. NDERL GRADE fl.Q63 025: I O.OG CL. 52 D.I. W/L 9 J J N 710 BREAK EXISTING PIPE 0.46 AVENUE O O NO r O 6�0 WW U� 0,5211 AND INSTALL A VDOT STRS t)i 20 fi Q: ,,. 15" CL. 111 RCP STD. DI -213 TO INTERCEPT THE 0;257 335.44 LF ® 6.52% - - RUNOFF FROM THE -- PROPOSED DEVELOPMENT - DRNG. 15" CL, III RCP 705 z & a" W/L 91.81 LF 0 0.56% PPR X. LOCATION & AL GNMENT OF BURIE D STORIV SEWER F IPE fXTE f0 . - ACTO -S iAtt tOR-T6- RNtA - ----- ---_-_ & INST LLING S ORM SE ER TO V1 ERIFY STC RM SEW R LOCAT ON & INVE 700 ZT. CONT RACTOR SHALL NOTIFY COL INS ENG NEERING OF 700 ANY DI CREPAN DES PRIC R TO COPISTRUCTIDN OF S RM SEWER. J J N r7 d O W W N cD prj Co W U_ 10+00 10+50 11+00 11+50 12+00 I STR Zo -EXISTING STUB PIPE equirel at6.5in/hr 730 730 u - --`-- -- -- STR Nib; Inlet POLY -W APPEI LOW PT ST/: 10+58.50 LENGTH* ft. 52 C.I. LOW PT EL V. 713.88 725 PVI STA: 0+75.00 m 725 WAN 8'x8" 1 0 '60 REDOMI AND ABANDON OF SOIL K:1 .01 0 00 INS J-OFFAS RYAVE LVC:00�_ 0.00 N _ o 00 E BEFO b ± }+(-- 04 STR: 6 Orn o r� �- VDOT STD. DI -2C (L=6') O - O � 0 Q j 720 + + STA. 11+01.81 V) > cn TP=714.68 a w EXI TING W INV I N : 708.40 TO 12-.--- -wi H U > - ---------.___ INV OUT: 707.40 T0, 4 F- ~c N m - - 715 TECHN W CONTRACTOR SHALL INSTALL % ;OMPAC77ON O ENSU AN TE ! 4 AN 8" G.V. w/ MECHANICAL 07, Z fl.96 3.512@ 0.1403 01834. 7.51 ; O.SQ' 0.90 2,6720 - 11.11113 0165„ 3.85 1 0.8034664 MIN. BEHINDTHEE/P.A D.14119 P_OSED_ .-_... - "fl.02 090 .3.8312 0.t5916 l 0.1504.1 3.79 1.'. equirel at6.5in/hr 730 730 u - --`-- -- -- STR Nib; RIPE INFORMATION POLY -W APPEI LOW PT ST/: 10+58.50 LENGTH* ft. 52 C.I. LOW PT EL V. 713.88 725 PVI STA: 0+75.00 m 725 WAN 8'x8" 1 0 PIELE:713.7 REDOMI AND ABANDON OF SOIL K:1 .01 0 00 INS J-OFFAS RYAVE LVC:00�_ 0.00 N _ o 00 E BEFO 000 ± }+(-- 04 STR: 6 Orn o r� �- VDOT STD. DI -2C (L=6') O - O � 0 Q j 720 + + STA. 11+01.81 V) > cn TP=714.68 a w EXI TING W INV I N : 708.40 TO 12-.--- -wi U G ADE >--�--- --- ---- U > - ---------.___ INV OUT: 707.40 T0, 4 F- ~c N m - - 715 TECHN W CONTRACTOR SHALL INSTALL % ;OMPAC77ON O ENSU AN TE ! 4 AN 8" G.V. w/ MECHANICAL 07, Z d \ _ Q JOINT PLUG TAPPED wJ z" D. 1 1 15 42.86 3.0' THREADS IMMEDIATELY c THE PVL. MIN. BEHINDTHEE/P.A LIB ARY AVE UE C L . _�_p P_OSED_ .-_... - .. - ____..._.._._.- _-___-_. z" GALVANIZED OR BRASS PIPE (STA. 13+46) GRADE o ° U 0 SEPA A 770N f SHALL BE INSTALLED i TIE INTO EXISTING 8" W/L UNDER LIBRARY 4 715.82 EWER W/L 5VALL 11 THROUGH A PVC SLEEVE, WHICH IS ENCASD BY A CONC. AVENUE VIA w/ AN 8"x8" TEE & 3- 8" G.V. 3;91%0, 719.43 708.40 Cl. 1111 RI P THRUST BLOCK, TO FEED A goo J .40 CUT AND ABANDON EXISTING STUB PIPE & BEND & A TYPE A B.O. BLOW -OFF ASSEMBLY. THE 8" VALVE ON ( RNG. ASSEMBLY. THE LIBRARY AVENUE WATER LINE SHALL & W/L APPRO REMAIN CLOSED & THE PROPOSED E, UNL SS NO 15 CL. I11 RCP WATERLINE IN LIBRARYAVENUE SHALL 5 t352 is 77.53 LF ® 3.91% REMAIN DRY UNTIL FUTURE DEVELOPMENTS 710 PROPOS 8" 4-m 0 0.37 .18 TAP, TEST & INSPECT THE WATER LINE. ° POLY- RAPPED 705 195 3.90 0.90...: 195 4.68 0.83 right Q.1 0 7 fl.Q63 025: I O.OG CL. 52 D.I. W/L 0:11616 J J N t95 3,82.. ago 0.46 N O O NO r O 6�0 WW U� 0,5211 STRS t)i 20 fi Q: ,,. 6.80 ' 0;257 10+00, 10+50 11+00 11+5011+75 BARNES DRIVE STR: 6 VDOT DI 2C, L=6' STR: 12 STA. 11+01.81 VDOT DI 28, L=4' TP=714.68 STA. 11+47.80 INV IN: 708.40 TO 12 'TP=715.82 INV OUT- 707.40 TO 4Exls NG ]NV OUT: 711.43 TO 6 • GRA E STR: 4 - - - - - VDOT DI 2B, L=4' PROPO GRA E D STA. 11+01.81---715 TP=713.68 INV IN: 708.44 TO 10 1.40' INV IN: 707.29 TO 6 INV OUT: 707.19 TO 2 811W/I 11 710 1 ROP _ 710 PROPOS.-D 8" 4- Gam. POLY -WRAPPED EXTE52 NSI D.I.W/L rJ 1 BARNES DRIVE 705 15" CL. III RCP 705 ~ 22.01 LF 0 0.52% 702 702 Ci fJ c ......... t J J Cfl Od' O 0.38 0.0900 11136 co O prj d' 0.72 0.43 4: W Lei_ fcr inlets draining to sti irrXrrvater rr>anagelt>erlf facilities, where overland flow to facilities is not zoilable,100°% +capture i , required at 6.5in/hr '!Table 8: Pipe,. sign PIPE DESIGN n _-.0.013 for RGP n =D.01 for HDPE sylp® H drolo 40 Pi e a 4' k\. 4: Pipe wrr.10 - Exis48g Pipe . :,. 1 70&44. .4: 0 : .. \ g\ 0:' 0.90 a 4.288 5.00 .6.67 1.92 :. 7 0,15' 35 ,rA13 0.0852 15 � 598 001 10 9 32 #286. :.. tie.,? - `\b`\ \r\l 4' 1, 0:08:` 0:80 i1:A72': 1€:535 8.45. :3:71 0:41 '� ' . , 707.19 708:68 91.8' 0.0113' 0:01156 18 \ \' �', 4.15 0:37 2. 1133B 428= O:AB 0:197 6:852 8.82 562.: 0.66 t,. \\ ;. 7416:58: 7112:81 42:9' O.W13 41:0883'- 98 11.9D 9,06 pipe ruw 2 . 7o,0: 13' 77:5. > .8.33' 0;35 0.048' 0.446 $:00 8.81026 ",. 71 43 43&.. 3 \� „ \. 70 ; a' a 707.461 729 22 Ot 0:61152' 15' 300 0.32 37 30 .175 8.3 '5.73 0.74 3 \. "� ` 0. 0.3 a 3 6 e\, u :� Exr45n9Pipe'lun Ek.,17�-1 EX 1;13-3 s A 886,75 0.3 a. 13; 5. 0.90 892.70 W 0.15980 96 7.53 0.06 113-1 1;3.2 0.15: 0.90 0:135 0.185 00: <6:67 __< \\ 0 S.a9 6. 084 $88.es 698.62 40 5 .6_U113'- .. 0.M7 \ ° \\ t ' > 1.se a.4o .....0:14. 0.80.. o.26 .26'1 64 . a,+ ...> '24 .,.... .<:. t aijsling Pipe:Runt. 6x.1138 - t3Ft fA 1340' {)49:1 6,96 01m 0,733 8:88 5.61 0.45 � �:. 70271 697:02 :156A oAix 0.0074` 45 `12:75 0.06 < 17338 1 +, 696;97 690.12. 6?4': 0. 3' 0:071': 1.65 0.14 # 005' 0.90 0.045: 8.778 8:96' S:59 0.25 :. 8 fl1 _ 1 15 :: .. - 1 19330 13'3 .. �._ . .. \ 113-.3 113:4 8.08: 0.90 0:072 4,111 9.10 5.56' RAO � �, \`, 688.52: 688:65 58.9 0.013 11;(}317': 24 113#• Qi3`r O.rES. 0.90 O.QAS 1.156 §.20- 3.54: 025 �., <��, 686.55 685:17 '31.5:. O.p1 0:0438 24 ';� ., 10:39 0.05 Pipes analyzed under full ftw 4 Uws; 10+00 10+50 11+0011+25 STIR. 12 - STIR. 4 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' 0 0 0 + to 1.12' (DRNG. 8" W/ Y 8"x4" TAPPING SLEEVk & VA VE FOR 4' FIRE LINE. Y C MPLETE F.H. ASSEMBLY ' w 8x6 APPING SLEEVE & VALVE 3 / ����` .SFOPI FOR 1" COP ER DOM STIC SERV CE LINE & 1" TYPICAL METE BOX. LIBRARY AVENUE z WLL / O w Uj APPRO . LOCATION OF EXISTING 8" POLY -W RAPPED D.I. W/L - - - - - 2.94' -- -- -- - --- 11 8" W/ ) i /3.0' 5 0 5 10 FEET VERTICAL SCALE: 1 "=5' PV STA: 4+7510( P111 ELE :724. 4 LVC: 250.00 a m J 0 O 0 (n It CL I _ 0 O LL INIA, ALIGN ENT OF AVENUE (NOT PA SET OF PU PLUG PROPOSED 8" e 7R. SCOLLINS� No. 35791 ,2 21 vSSImL ONAL EOE 735 730 �ki.i I 1 I 1 I I,- STR Nib; RIPE INFORMATION POLY -W APPEI COMMENTS DIA.. 1n, LENGTH* ft. 52 C.I. W/L INTO EXISTING 8" WIL UND R LIBRARY m FENUE VIA WAN 8'x8" TEE & 3- 8" G.V. REDOMI AND ABANDON OF SOIL (STING STUB PIPE INS J-OFFAS RYAVE EMBLY. FHE 8" VALVE ONTHE E BEFO )SED & T 4E PROPSED WA ERLINE 114 Z C -0.50%- AREA IN ACCORDANCE I E DEVE PMENT$ TAP, TE TDRY & I SP CT 7R. SCOLLINS� No. 35791 ,2 21 vSSImL ONAL EOE 735 730 �ki.i I 1 I 1 I I,- 705 o 1 w i w z i in N N N N N M Ln STR Nib; RIPE INFORMATION INLET INFORM 110N COMMENTS DIA.. 1n, LENGTH* ft. SLOPE 16% 1. ALL R 725 725 EMBAN Z m F u r N REDOMI ANTLY OF SOIL AND BE PLACED INS H � 15 T A T7 E BEFO E COM ACTION OVER U Z C -0.50%- AREA IN ACCORDANCE WITH VDOT 2007 ROAD IND BRIDGE � a PECIFIC 77ON J33.04. 3 �� 720 0 a Z F- ~c N `- Z. ES7E0 &Y A G TECHN AL ENGINEER Z ;OMPAC77ON O ENSU AN TE .. u< .SII o j Z d AND WINTAIN D. 1 1 15 42.86 U_ c THE PVL. 'G A. 715 > IMUM O 1' OF o ° U 0 SEPA A 770N f ROM S RM 4 715.82 EWER W/L 5VALL B MAINTAINED. 3;91%0, 719.43 708.40 Cl. 1111 RI P J ALL TORM PPE c BE CL SS 111 R, C u IV RCP, Q1 R VDO1 APPRO VED HD E, UNL SS NO D 0 THE RWISE. 22.a1 t352 is - 707 4a 7 07.29 C1.111 RCP 710 0 0.37 .18 0.087 _1127 _ 0.00 ° 705 o 1 w i w z i in N N N N N M Ln STR Nib; RIPE INFORMATION INLET INFORM 110N COMMENTS DIA.. 1n, LENGTH* ft. SLOPE 16% 1. ALL R 9AD WA Y EMBAN MENT A ATERIA t SHALL CONSIS N REDOMI ANTLY OF SOIL AND BE PLACED INS CESS! S, 15 T A T7 E BEFO E COM ACTION OVER E ENTRE ROAO BED AREA IN ACCORDANCE WITH VDOT 2007 ROAD IND BRIDGE CG -6 11+02:: PECIFIC 77ON J33.04. 3 �� 91.$� a:�s � � .99 a6 8 a7 � .� 1. . Ilt RC r P vy Z. ES7E0 &Y A G TECHN AL ENGINEER Z ;OMPAC77ON O ENSU AN TE .. , OMPAC ION IS REACHE AND WINTAIN D. 1 1 15 42.86 MAINTAINED OVET THE PVL. 'G A. 12 A MIA IMUM O 1' OF VER77CA SEPA A 770N f ROM S RM 4 715.82 EWER W/L 5VALL B MAINTAINED. 3;91%0, 719.43 708.40 Cl. 1111 RI P J ALL TORM PPE CAN BE CL SS 111 R, -P, CLAS IV RCP, Q1 R VDO1 APPRO VED HD E, UNL SS NO D 0 THE RWISE. 22.a1 705 o 1 w i w z i in N N N N N M Ln > J > W NN N 0')�t t� -j-O to tN7 N N C14N � 11 W W O � r7 � CD co O d d 00 o N Nj r'') 1-i N W 0IJ_ (D 0 0 r r n n n r n 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+0016+25 zWJ LIBRARY AVENUE - Q o � �� u w DRAINAGEDESCRIPTIONS STR Nib; RIPE INFORMATION INLET INFORM 110N COMMENTS DIA.. 1n, LENGTH* ft. SLOPE 16% INVERT INVERT IN OUT MATERIAL INLET TYPE: Curb Type INLET STATION SLOT RIM* LENGTH ELEVATION 10 N Inlet, t CG -6 11+37 :6 715.00 VDOTSTD.:18.1 REQ'D S, 15 35.44 6;52°°: 710.75 705:44 Cf.:IIII RCF' ift ' '- ' V . 1 -5 Inlet �► _ , H• 1 50 4 t: > J > W NN N 0')�t t� -j-O to tN7 N N C14N � 11 W W O � r7 � CD co O d d 00 o N Nj r'') 1-i N W 0IJ_ (D 0 0 r r n n n r n 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+0016+25 zWJ LIBRARY AVENUE - Q o � �� u w DRAINAGEDESCRIPTIONS STR Nib; RIPE INFORMATION INLET INFORM 110N COMMENTS DIA.. 1n, LENGTH* ft. SLOPE 16% INVERT INVERT IN OUT MATERIAL INLET TYPE: Curb Type INLET STATION SLOT RIM* LENGTH ELEVATION 10 N Inlet, 01-3B CG -6 11+37 :6 715.00 VDOTSTD.:18.1 REQ'D S, 15 35.44 6;52°°: 710.75 705:44 Cf.:IIII RCF' ift ' '- ' V . 1 -5 Inlet �► _ , H• 1 50 4 t: v °\ s ^: Y i \ D1-28 CG -6 11+02:: 4 793.fi8 VDOTSTD. ISA REQ`D 3 �� 91.$� a:�s � � .99 a6 8 a7 � .� 1. . Ilt RC r P vy \ .E: Z .. , DI -213 CCr6 10+1a 6` 792:20' VDOT$TD, IS -1 REQ'D 1 1 15 42.86 .8.81% ;706,58 702:81 Cl, IIIc RCP 'G A. 12 S 131-213 CG -6 11+45. 4 715.82 VDOTSTO. IS -1 REQ'D 11 15 7753 3;91%0, 719.43 708.40 Cl. 1111 RI P J \. \ 6' Y Q1 Dfi-2C CG=6 11+a2 8 714.68' VDOT:SID. IS -1 Re= 5 15 22.a1 t352 is - 707 4a 7 07.29 C1.111 RCP 0 0.37 .18 0.087 _1127 _ 0.00 0.27 r _. Ilestgtldear j 14 . f'raject. Claeaditts.Center ; Job##:;' ##### ; t Prepared by FC1M,'f'E, o (D Table 6. SUMP Inlet Qesidrt Table J INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) UL.L < £ ' 3 intensity' 4:00 V 1lntenslty Is`41"r for spread, and 6:5 in/hr:for capacity and'depth) {intensity, is 4 nrdbr for spread, and 6.5 infhr.tar capacity. and depth) CD Mar, Ings Coefficient, n is 0.(31.3 U O Mannings Coefliclent, ri is 0.013 N Inlet, W r, 0 ti W Hydrology cein :Cu6 and Gutter Hydrology- Inlet Curb and Gutter SCALE ift ' '- ' V . 1 -5 Inlet �► _ , H• 1 50 t: v °\ s ^: Y i \ +` t N a : \> a\, \ h yah vy \ .E: .. , \ h, J 'G A. S , \\ ` ry S\\yy\ 4 + KAKI C , y \ x \ n J \. \ Y Q1 L a 0 0.37 .18 0.087 _1127 _ 0.00 0.27 0:0010 0:0426 0.083 2.fl 195 3.90 0.90...: 195 4.68 0.83 right Q.1 0 7 fl.Q63 025: I O.OG 0:25 0:11616 1. DR426 z;o 1 0,083 t95 3,82.. ago 0.46 0:0010 J0.04 :.°2.0 9.683 STIR e T12 Dt-2C 6�0 txambm bw 1 0,5211 STRS t)i 20 fi Q: ,,. * gutter longitudinal slope of 0;001 should 4e used to a sump conddlon - grate inlets (DI -7) in open pavement areas well rnot have a curb spread, beat *11 have inlet spread and depth -for inlets draining to stormwater nlanagement:falcillties, the 6.51nthr check storm v�lti s' uffice for the 10yr conveyance to the iaciUtles NOTE Inlet size for structures determined by overland:flow. 'Ipes ham E1een s,zed to �icleide:ovraitand°flow as'we11 as jraid inlet alio roof drain drainage areas, Table 6: SUMP Inlet Design Table (~j„ INLETS IN SUMP, DESIGN (CURBBSPREAD AND.:INLET SPREAD AND DEPTH); UL.L < £ ' 3 V • {intensity, is 4 nrdbr for spread, and 6.5 infhr.tar capacity. and depth) CD U O Mannings Coefliclent, ri is 0.013 N W r, 0 ti W cein tnlet Hydrology- 112055 Curb and Gutter SCALE ' '- ' V . 1 -5 Inlet �► _ , H• 1 50 • * gutter longitudinal slope of 0;001 should 4e used to a sump conddlon - grate inlets (DI -7) in open pavement areas well rnot have a curb spread, beat *11 have inlet spread and depth -for inlets draining to stormwater nlanagement:falcillties, the 6.51nthr check storm v�lti s' uffice for the 10yr conveyance to the iaciUtles NOTE Inlet size for structures determined by overland:flow. 'Ipes ham E1een s,zed to �icleide:ovraitand°flow as'we11 as jraid inlet alio roof drain drainage areas, Table 6: SUMP Inlet Design Table (~j„ INLETS IN SUMP, DESIGN (CURBBSPREAD AND.:INLET SPREAD AND DEPTH); UL.L < V intensity 16.SCt {intensity, is 4 nrdbr for spread, and 6.5 infhr.tar capacity. and depth) CD U O Mannings Coefliclent, ri is 0.013 N W r, 0 ti W cein tnlet Hydrology- 112055 Curb and Gutter SCALE ' '- ' V . 1 -5 Inlet �► _ , H• 1 50 v� ? \v h v °\ s ^: Y i \ +` t N a : \> a\, \ h yah vy .E: , \ h, J 'G A. v+ ` , \\ ` 4 + Ir k v: \. \ Y Q1 L I'ft .0,1 8 tl 3 0.37: 067 0 4 ':o.00 0.43 0.001 0,0426 Q :. .083: z 0? 195 4.68 0.83 right 1 6.17 1 Q.37 0,00 1 0.41 1 OA5 0.46 0:0010 J0.04 :.°2.0 9.683 1.95 4.5$ 0,83. STRS t)i 20 fi Q: coniklirled fbw 1. 6.80 ' 0;257 * Latter longitudinal slope of 0:009 should be -used in a sum :tondition: _ _ ...... _ .. . -+grate inlets (DI -7) in open pavement;areas will not haw . -a curb spread, but Wil have inlet spread and dep#h SHEET NO. suffice t conve an e o t iaanties -1161. i torm4lYdter man a ent .€acillties the 6 Sirdhr check i storm writ the.10 r c f he inlets draining to s m for u ng � "J .. s anlet rain ai h DP 2 NOTE: (ntet size for structures:determined b :overland ftovb+: iii s :have been:sized (o mc. ude:o+Ierlaiuf flow as well a . aril and;'roof d dr a areas> _ Y. pe .,_ ,:.-Y 1109 �`, UL.L < V CD U O N W r, 0 ti W cein Z JOB NO 112055 SCALE ' '- ' V . 1 -5 �► _ , H• 1 50 * Latter longitudinal slope of 0:009 should be -used in a sum :tondition: _ _ ...... _ .. . -+grate inlets (DI -7) in open pavement;areas will not haw . -a curb spread, but Wil have inlet spread and dep#h SHEET NO. suffice t conve an e o t iaanties -1161. i torm4lYdter man a ent .€acillties the 6 Sirdhr check i storm writ the.10 r c f he inlets draining to s m for u ng � "J .. s anlet rain ai h DP 2 NOTE: (ntet size for structures:determined b :overland ftovb+: iii s :have been:sized (o mc. ude:o+Ierlaiuf flow as well a . aril and;'roof d dr a areas> _ Y. pe .,_ ,:.-Y 1109 �`, NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND DETAIL N N TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. Abb. Scientific Name Common Name Caliper Size Comments 10 -YR Taal 1°=20' o TREE PLANTING TREE PLANTING ON SLOPE CANOPY: Qu ° Canopy CANOPY TREES 2 3 °-°°, 4 t2 SECTION N.T.S, AR Acer rubrum lRed Maple 2,5" 1 12 SECTION N.T.S. 452 _ 1 452 QF lQuercus falcata IScluthem Red Oak 2.5" 481 3 1,443 UNOERSTORY TREES AG lAnialanchlerxgrandifolia 'Autumn Brilliance' Aiitumn.Brittiance Serviceberry 6' - 130 1 1301 SHRUBS CA I Clethra alnifalia Summersweet Clethra 18" ht. 16 10 160 Flit Fother ilia major 'Mount Airy Mount Ai Fothe ills 24" ht. 20 3 600 IG IIeX glabra I nkberry HQA 24" ht. 23 70 1,610 IV Itea virginica'Henry's Garret' Henry's Gamet Sweetspirle 24" ht. 64 6 384 VP Viburnum plicatum tomentosum'Maries i' IlDoubleffle Viburnum 24- ht. 50 1 50 GRASSES & FERNS DE I Dryopteds eqLhrosora Autumn Fern 44 SS Schizach 'um scopadum'The Blues' IThe Blues Little Bluestem 68 -- - - - TOTAL: 4,829 > CALCULATIONS: TOTAL SITE AREA: 0.38 AC 16,422 SF CANOPY REQUIRED (10%): 0.04 AC 1 642 SF / PROPOSED TREE CANOPY: 0.11 AC 4,829 SF TOTAL PARKING LOT TREES REQUIRED: PARKING SPACES: 28TRE j EPROPOSED: `IREES 4 j INTERIOR LANDSCAPING: TMP 056A2 -(ALEXANDER, PAVED PARKING & CIRCULATION AREA: 6675 SF 705INGE AN E e: 334 SF CHARLOTTESVI 1895 SF DB 1600 ZONED: CC Landscape Notes USE: MEDT( 1- CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. TMP 056A2-01-00-02080 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. RAUCH, BETTY 30 L PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ P.O. BOX 205 OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE. CROZET, VA 22932 CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE DB 3839 PG 632 ARBORIST IF ANY OCCUR. ZONED: COMMERCIAL 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 -HOURS IN ADVANCE LAUNDRY MAT & DRY CLEANERS OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. Ree. 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY Crte QGk �Pft7i�1 AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY. \J 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. Iq'` MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24 -INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE w�'\ DOUBLE -SHREDDED HARDWOOD. �\= 10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY 7` c0 ' DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. Jt Lrl IL -1-4 L iyimr%r 1Iwo 1 CC P.O.OX 2681 T / CHARLOTTESVILLE, VA 22902 / +Comm sFUnC^hoe l -To mppl�iamilonLmadsealxFb s / DB X136 PG 545 / (t�a«rborn,rtttaerli-aArtorIptollspecewl ��� TMP 056A2-01-00-02100 \ \ ZON : COMMERCIAL l ta,abeewo!d. � EMNPEA LLC \\ / 91 Linssr 0f dowing>iouaWeftphneofW da to 7751 GLENTIVAR LN \ / oatko� ofp o4%&ofmdf%; SCOT R. C0LLINS'Z la g"rNuiriag tree WeUA or was; GREENWOOD, VA 22943 \ \ / 5cl U No. 35791 ,D / DB 3572 PG 674 / / \ x.Iwarkhm, ,6 ZONED: COMMERC AL / / \ / © All t1oft t+be.savM shall bamaicellwithpinaarn`66oiaatat6ghtelaadyvisibtaxaepriptr rnco �0 Il'1'1`G sv USE: OFFICE \ Fa NoWudn%Q*UbeganuaWletaamadang WW -W inspeow, .t� d / / \ \ \ x �SSIONAL E�O� w z L Ql • \ / 4 Z EIIIt- m eluipmcni v&crdar"ffic and ero o ofw suvaion�aiate i�Sudirg soil Meati not be permitted within dw+hiplince of ueae Ld d FD>c�IIC z L'4" 4 �� / / / \\ I'/cO J ' Y �'' 13 &dt dmiow hall no edve/ady aifcot,r+ow ft be saved O /\ O \ `\ \ F aro met pernn ed widiiu 100 feet athe Anpline ortr•ews to be saved N N1 TMP 056A2-01-00-02000 �� EkM Q / o ALEXANDER, MICHAEL B 4Z7. T91WAbl'"a" N z TMP 056A2 -01-00-071D \ /®noxiomai>daMall,imros,oreth;<tla�reeioraaanpaato�ruetsn�baarl M W 705 INGESIDE LN Q Q) CHARLOTTESVILLE, VA 22901 Az �� DAMMANN, CHARLOTTE B & SARA \ \ s. stit�xdeeaa�c Q d6 W o DB 3697 PG 147 N LEE FRIZZELL / � t b �s�s �s 1 br � w N < ZONED: COMMERCIAL / 2958 BARRSDEN FARM101 ll itespectedendaovodbyaCkrsaiiyltsspeewrpnari,�gtaehtlgotwaemxAaas -� ¢ Lu rn CHARLOTTESVILLE, VA 22911n \ \ � evoundlevel im tberaiseansdunthe Mplimoeau�tob>eaavee,afterwellub,;pr s ovi&dandaor>amodonde � er DB 833 PG 003a0agow f- • z LU D8 324-92 /- o g Q / { 3 ten the level inert beiowemd wiildn the driplity a tree to be mi M. a tme well be provide t; oetd a construction dol pl H (/i ZONED: COMMERCIAL ' o LU o Q TMP 056A2 -01-00-071A0 aodxa$tDedfor approvel. �, Z O � w DAMMANN, CHARLOTTE B & SARA LEE 1i.' U) v g v lz w D CD v CD FRIZZELL Wh t ticmull ie xoquited wiisau fisc lianits of elearit� it aUall ba dpna as rar a from tete itua£a arts asps i9tia Tmurding W d Z Z W Z F-+ / , Iuidar a baba tree aliall be aattsiidered as mi alwrna0va•adsCn ii is aaiieilmtatl that aaz�asary traucltiag +affil dactray feadtet ix�tti, � � / 2958 BARRSDEN FARM o O a o / OWER LEVEL CHARLOTTESVILLE VA 22911 U. � O z v U z ~ PARKING DB 833 PG 003 / lie itaft the Enz O 3 DB 324-92 / �� �/� > z ¢ W Dunogoel slwll }ere treated iinm *1iaSaly by planing fiitiliasr aai aihermadiarLn z o"smeacdcd by a fisc spcs4aliat. V / W \ -PROPOSED SEGMENTED ZONED: COMMERCIAL -' z cz Kl}TE:rrISTIi£ VFI(APER'SRESPOW1111MYTOCCWERWITUTRECONi'RACTORONTR7EBCONSYRVATtt7N a Z 8 F- o RETAINING WALL WITH / RQ1RREb1EN8: O ¢ g z `HANDRAILS , z a o = 11-00-020A0 / 1111112 �, w w v, > o MICHAEL B \ OWIY&RS1GNA !tom (DATE) a a w :SIDE LN \� UPPER LEVEL t� LLE, VA 22901 ��y _ \\PARKING (n � o PG 191 4w _�34 lG \ / carrr� PUR Indtt�ic<HONATM �nxTP-) > - � . .. '11/06 page I. oi3 W > LU 0 MMERCIAL�� :AL OFFICE a 1 1,7 « \ NOTE: TREES SHALL NOT BE a \\ PLANTED WITHIN THE 1942 3.38 a PROPOSED UTILITY EASEMENT/ . ONLY SHRUBSFENCING AND ARMORING o o _ - .. . ` v. -F-• AREA RESERVED FOR TRASH . 7.... \ N +-i c • • - \ Ln 66 .-t v RECEPTACLES. TRASH \ d" . FM. ENCLOSURE SHALL B �3 ......_ • �� a At SCREENED WITH 6' WO E 1: .: ^: N I v _ ..FFNrF. atp arse j 1 /0 Silllrm: Ver. DSWC Plate 3.38-aAV 0 u ° 66 f J M - 401 > o Z z J F - ut g , __ • . . a 11.1 � - 1 EXISTI Gttl% 1 pO' _ w '� ° <1. tom. , I ��`ti J wr pp -� °LL T /J QO % /r g0f NOTE. - o 69 (LPE Q v� Q EB 698 -- `\te r E - - `\, B 4` LP j----- Toa TMD 056A2-01-00-02080 __ -- -702-COUNTY-8F AL-BEMARLf - / C/0 FINANCE ADMINISTRATIONSI�R ORM 149 / I CHARLOTTESVILLE, VA 22902 DB 3239 PG 326 --- ZONED: RESIDEN_(IAL FUT USE: FUTURE SITE OF CROZET LIBRARY / cR0�� FS/TR of / C�gRgRY 0 / 4 O / / FUTURE / DEVELOPMENT BY OTHERS / ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO O (,7 REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF J ce z CSTING TREES f TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED �/ ' ` �. ao° a dQ MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE 0 / Q> PPROX. LOCATION PLANT. Q Q EXI TING 6' 7/ ° o j �f V o PLANTNNG STRIP �' / W. / ° Zoe ' W o .. . . .. �T NOTES: UUO 1, SET TREE PLUMB PRIOR TO STAKING. �0 Ul 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER BACKFILL TO TERMINATE O THE SUPERVISION OF THE LANDSCAPE ARCHITECT. AT TOP OUTSIDE LIMITS OF ROOTBALL REFER TO TREE z 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. ADD MULCH OVERTOP OF STAKING DETAIL If) � W 4. IMMEDIATELY SOAK PLANT WITH WATER. ROOTBALL AND PLANTING PIT H Z LIMITS, BEGINNING AT NO MORE 0 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY THAN 1" DEPTH AT TRUNK AND Q z RELATE TO THIS INSTALLATION. TAPERING UP TO A DEPTH OF Uj Ld 3" AT PLANTING PIT LIMITS, THEN TAPER TOPROPOSED W Z FINISIS HED GRADE `Nj_ 1' VAIS J O TYP. O TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120' AROUND mi O PLANT PIT ON "UPHILL" SIDE SPECIMEN SHRUB - ..;:•;a' / (AS SPECIFIED ON DRAWINGS) ✓ ENTIRE HARDEAETO BE ND\\//� ^r -i -'!• \ O REFER TO TREE i MULCHED D�j FOOTBALL U o REFER TO TREE I , 1 STAKING DETAIL �Y STAKING DETAIL �� =i s ■ a BACKFILL WITH CULTIVATED, L� .� COMPACT EXCAVATED SOIL CUT AWAY ALL WIRE BASKETS �� �� ORIGINAL SOIL FROM PLANT TO FORM ROOTBALL PIT AND/OR NON -BIODEGRADABLE\\ // PIT EXCAVATION IF LOOSEIF -3 TRENCH EDGE AROUND ON DOWNHILL SIDE OF TREE 4" FOOTBALL WRAPPING AFTER . EXCAVATED MATERIAL IS NOT ci ENTIRE AREA TO BE 3.7FINAL TREE PLACEMENT. MULCHED MIN' BURLAP ROOTBALL WRAPPING LOOSE, SUBSTITUTE WITH N ACCEPTABLE TOPSOIL ' TRENCH EDGE AROUND _ I TO BE UNTIED FROM TRUNK MATERIAL. AMEND BACKFILL V N j� \7 ENTIRE AREA TO BE III=II II- "' �AT EAST 1/2 DISTANND CUT AWAY CE DOWN PER SPECIFICATIONS. COMPACT +� REFER TO FOOTBALL PIT �� MULCHED IIIII-I11T1 ; i•;"' II{If=II{II= BACKFILL IN LIFTS BY FOOT. DETAIL �� ,•�'�. `�_ �I= .;,._.;:::�::. III= FOOTBALL - WATER THROUGHLY AT 1/2 O .::;.::..... ROOTBALL DEPTH. ^ o /\��\ REFER TO FOOTBALL PIT SCARIFY BASE OF PLANT PIT \ +r \� \� :::... '+ %%::•::. r. DETAIL=1I{I-( _-{I1II= i11�I=lit WHTHROUGHVANID LOOSENRALL RETURN AND COMPACT LOOSE �� ��\,'"• •}-".:`t': ROOTBALL II-IIIA=II =_ _ - --_==II{I) I-1iI( HARDPAN (REMOVE AS EXCAVATED MATERIAL TO Y_~_' f NECESSARY TO FACILITATE PLANT PIT TO ESTABLISHED LU W E ///� .::.-..:.. •.; :,; j//\=11fIIrI�iI IIIBII ii IiIB 111IIIi 1111111J1I II ILII}iI 11 IIIHII II I}{ILII Il {I{II I it I!- DRAINAGE) FRONT PLACEMENT RtOR TO O Uj :.: . it NOTES: 708 NO. (D 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT p REFER TO FOOTBALL PIT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIO S RAISE CONCERNS I NOTES: 112055 1. SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND DETAIL N N TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. 0 O m o SCALE 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT 1°=20' o TREE PLANTING TREE PLANTING ON SLOPE SHRUB PLANTING FOOTBALL PIT 2 3 °-°°, 4 t2 SECTION N.T.S, o Q ,2 SECTION N.T.S. 12 SECTION N.T.S. 12 SECTION N.T.S. SHEET NO. LL -1 � 101110M � Applications Department 1611 Clovis Barker Rd. San Marcos, TX 78666 Phone: 512-753-1000 G-,ARDCO, Fax: 512-753-1241 Email: Gardco.Applications@philips.com . p. clEiaMAL tDOMM100 NAM Gardmo hraFamn kurt OM combla LED perthemome amMu m and advsrmd Oudm LED dWWW mmmtpnwit taetamlag whh a dbdnat pYrigrOfnylt0PMV**AdWant OUMbothVWV WGdars arrd unhadm* pindnF Pur0mm d daibed Or IN htdt ptrbmu em, duk law pm t dm* wW f%Wd eorstrtr WNL Tke din UK alum um heu ft metra dlradllrts a prla ar wall, and im a modmrm p vft of ILw 31. All LID w woes Who hit pw* nw m Ow 1 LED qmam ahs ka kWo ftsw e it rain at dta art tntr3nt tttrnrl emno+el syarm m nrarenta L® pmrbnmuem and Ifi, and in marid mmpenm Iiia. The door Mm Is dm team dunfta to a*Wra in ffrslahed wldr s fids and abomim radmotTIMC powdrent. PurmFem ILMIMPen am atibble In a widewrkV of mowdW wW anrn. NOULi@+ 0 The Purararm Asaua a dim arm abndounr IwAlroand mouns dhaad)r to a pale or wall. 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Pnwarb mranmmba thea 99f<Ltantssln eotetrm D.d vara b rla tAtatats Al rnodon mom mound camNa U weds int a u f ammo, FlttIfLYLr 6ad', rnrrds+tl tolnr lar inks rvaabrea a aria end 11111MMA fMWAAt 9$*Wfa k*-apPllmdr dMrma W wra4 aldl&W d l-%—rmma CMIQ moored p w— pwademeee fNkh. Bmandard colors Inelale brrrum (BINh.btmr& 8I3y.wd�In t{+Vf'!eandrMrmld n1m n(NINr, t orwAf4amrp'forspearon apda s! or a milm embra. L.Adld.11k All Imnlna m bar UL or CIL Iwbra'mppl1=h"Vft Lotman bbi& VAMANM Phi Gahm bunimbn boyo a S par Amiad ww mn* ROp Go LED lraei rW mm with LED iArMw bm a 11yearl d d van" waft dYa LID .rrmpa. UD OPWM Won am" a 5 ynr iniad wanentIg Ma9on mwe are waved by wermtey Arr S yarn by dr motion nowt mamvhmr .. &a V%WAV irdmffew4ce an dbdfdt*ww far to "M damla sub atmbsbna. Inymrbataoa latwa atnq a 1 par warnngR Fhipa burro ra>avaa do to saamamr or tit muyn d� rtprsslAemniprga olpreast 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 I N RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 3. LIGHT FIXTURES SHALL HAVE A BRONZE COLOR. 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.) TMP 056A2-01-00-02000 ALEXANDER, MICHAEL B 705 INGESIDE LN CHARLOTTESVILLE, VA 22901 DB 3697 PG 147 ZONED: COMMERCIAL TMP 056A2 -01-00-0210D EMNPEA LLC 7751 GLENTIVAR LN GREENWOOD, VA 22943 DB 3572 PG 674 -ZONED: COMMERCIAL USE: OFFICES Luminaire Schedule Project: Project Symbol Qty Label Description Arrangement Lum. Lumens LLF Filename --�> 2 S1 GARDCO P21-A1-1-BLC-90LA-NW @ 20' SINGLE 5170 1.00 P21-BLC-90LA-NW.IES --�> 2 S2 GARDCO P21-A1-1-5W-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 Fc TMP 056A2 -01-00-071D / SMER LAND TRUST; ~ \ \ STEPHEWL THARP TRUSTEE \ \ .0. BOX 2681 / CHARL ESVILLE, VA 22902 DB 2136 PG 545 \ ONED: COMMERCIAL I \ Ljc TMP 056A2 -01-00-071D / DAMMANN, CHARLOTTE B & SARA LEE FRIZZELL / J 2958 BARRSDEN FARM / CHARLOTTESVILLE, VA 22911 ,TH 0—pN SC0J35791 � Z Z _ _ 0 \ N I k \il 3 m Qw Z 0 0 a C 0-6 a T LU z C WO 4:� U) w N N 7 u Z N o 0 vi Ld Z Dw J J 0 0 0 Z w Q LU O V) U w h~- ar LU U-) w W J U z C Cl a� 47 s � Z U) H _f] 3 � W o Q 0 V) Z .o U Ll � LU 0 11.1 v C L O a o' c O \ N I k \il 0 3 m Qw Qa 0 0 a C 0-6 a T ° z C WO 4:� o w N N 7 u J N o 0 w/ Q.. 3 (.J W z -� U I �0 CL C L Qw Qa Q) U0 0-6 L 0 Q ° z E UL 4:� o w o w/ Q.. 3 (.J W z -� U I �0 JOB NO. CL C L W (D ^j Q) U0 o ° 1" = 20' E VC ru O w Z_ W Z Z 0 vi Ld Z Dw z J JOB NO. N 0 L N -N ° 1" = 20' C ru E w vi °a JOB NO. 112055 0 SCALE ° 1" = 20' a s= 0 SHEET NO. Q a� LL -2