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Home My WebLink AboutSDP201500030 Plan - Approved 2015-07-27IIIIIIIIIIIIIIIIIII 131 IIIIIIIIIIIIII (IIIIRAI V IIII Illlllllllllllllllllllllllllllli IIIIIIIIIIIIII.. 11111 . � IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII 11 (IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIII Ililllllllllllllllllll IIIIIIIIIIIIIIIIIIIIII Iluluumuulllm.il) IIII lllllllllllllppllllllll IIIIIIIIIIIIIIIIIIIIIIIIIII FINAL SITE PLAN #SDP 201300044, ROUDABUSH, GALE, & ASSOC. ENGINEERING PLANS LAST DATED 5 -16 -2014 GENERAL NOTES: OWNERS. CRAIG ENTERPRISES, INC.(BLK. 3B) JA -ZAN LLC (BLK. 3C) P.O. BOX 6156 1150 PEPSI PLACE CHARLOTTESVILLE VA, 23906 CHARLOTTESVILLE, VA. 22901 OWNER /DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC(BLOCK 1) CONTACT DAVE BROCKMAN PLANNING / ZONNING 1005 Heathercroft Circle, Suite 100 OLD TRAIL VILLAGE r 1 V Crozet, VA 22932 CELL: (702)- 985 -9088 a dave@oldtrailvilloge.com PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIA TES TOTAL SPACES PROVIDED =398 PARKING SPACES PROVIDED(COMBINED BLOCK 1 &2 W /SHARE OF 22 %) 914 MON710ELLO ROAD 210 SPACES PROVIDED(BLOCK 3 W/ SHARE OF 12 7.) CHARLOTTESVILLE, VA. 22902 TAX MAP PARCEL No. 055EO- 01- 00 -000EO - EX. PHASE B, PROPOSED PHASE C - 1.120 ACRES REMAINING SEE PARKING SUMMARY AND ANALYSIS PLAN SHEET 055EO- 01- 00 -00000 - BLOCK 1 - 4.342 ACRES (REMAINING =1.43 ACRES) BLOCK 1 - 362 SPACES 055EO- 01- 00 -000EO - 1.213 AC. OR 52,834 S.F.(ORIGINAL PARCEL) SHOPPING CENTER - BASED ON 4.75 SPACES 1,000 SF (EXISTING PARCEL LINE MODIFIED w/ PHASE 3B) ZONING. NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS INCLUDES NURSING, STAFF & ASSISTED LIVING SPACE(SEE PARKING ANALYSIS) OF ZMA -04 -024 APPROVED ON SEPTEMBER 14, 2005 BLOCK 2 - 52 ROOM HOTEL SITE = 52 SPACES A VARIATION WAS APPROVED BY THE BOARD OF SUPERVISORS ON JULY 8, 2015 TO INCLUDES RESTURAUNT AN ASSEMBLY REQUIREMENTS BLOCK 3 - 239 REQUIRED(SHARED PARKING AGREEMENT IN PLACE) ALLOW FOR ARCHITECTURAL FEATURES SUCH AS FRONT PORCHES, STOOPS, AND JO OVERHANGS /EAVES TO BE ABLE TO ENCROACH 1' OVER THE 12' BUILD -TO -LINE THAT NO CRITICAL SLOPES EXIST WITHIN THE (PROJECT LIMITS IS SPECIFIED IN TABLE 6A ON PAGE 36 OF THE OLD TRAIL VILLAGE CODE OF DEVELOPMENT. EXISTING USES con INSURANCE RATE MAP COMMMUNITY PANEL NUMBER 510006 0237 D. BLOCK lA'B 52 APARTMENTS(] BEDROOM) EFFECTIVE DATE. FEBRUARY 4, 2005. BLOCK 1A - 25,156 S.F. COMMERCIAL BUILDING SETBACKS. ALL MINIMUM SETBACKS FOR RESIDENTIAL & COMMERCIAL ARE 0 FEET. PROP. USE / DENSITY BLOCK 3C - 12 TOWNHOUSE UNITS rZ BLOCK 3C - COMMERCIAL - 15 500 S.F. BLOCK 113 - 26,925 S.F. CO40I CIAL N BLOCK 18 - 7 TOWNHOUSE UNITS, 18 APARTMENT UNITS BUILDING HEIGHT NOT TO EXCEED 4 STORIES DRAINAGE DISTRICT LICKINGHOLE CREEK WATERSHED: S RIVANNA RESERVOIR TOPOGRAPHY- EXISTING BLOCK 3 TOPO AUGMENTED M TH RGA ASBUILT SURVEY. UTILITY ASBUILTS FROM COLLINS ENGINEERING PLANS DATED FEB. 28, 2011. BLOCK 1 TOPOGRAPHY TAKEN FORM J. BELL AERIAL SURVEY & COMPLIED FIELD ASBUILT INFORMATION. FIELD VERIFIED BY SITE INSPECTION ON SEPT. 3, 2013. EXISTING CONDITIONS: THE EXISTING UTILITIES AND INFRASTRUCTURE VARIES SIGNIFICANTLY FROM THE APPROVED PLANS. REFER TO EX. CONDITIONS PLANS FOR ASBUILT & COMPILED LOCATIONS OF UTILITIES, LATERALS, INVERTS, EXISTING GRADES & STRUCTURES DATUM: VERTICAL - NAVD 88, HORIZONTAL - (WAD 83 PROVIDED PARKING. A SHARED COMMUNITY PARKING ARRANGEMENT EXISTS FOR BLOCK PHASE A & B ii ONSTREET PARKING SPACES PLANNING / ZONNING BLOCK 1 = 188 SHARED SURFACE SPACES, 21 GARAGE SPACES & r 1 V BLOCK 2 = 86 SURFACE SPACES, 78 GARAGE SPACES, 19 ONSTREET PARKING SPACES(HOTEL /ASSIST. LIVING) a BLOCK 3 = 104 POOL SHARED SPACES, 20 ONSTREET PARKING SPACES, 76 DRIVEWAY & GARAGE SPACES INSPECTIONS SHARED PARKING ANALYSIS USING SHOPPING CENTER DESIGNATION TOTAL SPACES PROVIDED =398 PARKING SPACES PROVIDED(COMBINED BLOCK 1 &2 W /SHARE OF 22 %) ARCHITECTUAL REVIEW BOARD 210 SPACES PROVIDED(BLOCK 3 W/ SHARE OF 12 7.) INCLUDES ONSTREET PARKING SPACES .ADJACENT TO EACH BLOCK O SEE PARKING SUMMARY AND ANALYSIS PLAN SHEET REQUIRED PARKING BLOCK 1 - 362 SPACES W SHOPPING CENTER - BASED ON 4.75 SPACES 1,000 SF o0 BLOCK 2 - ASSISTED LIVING CENTER = 99 SPACES 0 INCLUDES NURSING, STAFF & ASSISTED LIVING SPACE(SEE PARKING ANALYSIS) W > BLOCK 2 - 52 ROOM HOTEL SITE = 52 SPACES 0 U INCLUDES RESTURAUNT AN ASSEMBLY REQUIREMENTS BLOCK 3 - 239 REQUIRED(SHARED PARKING AGREEMENT IN PLACE) m a JO CRITICAL SLOPES. NO CRITICAL SLOPES EXIST WITHIN THE (PROJECT LIMITS FLOODPLAIN. THIS PROJECT IS NOT LOCATED WITHIN IFLOODPLAIN LIMITS AS SHOWN ON FLOOD con INSURANCE RATE MAP COMMMUNITY PANEL NUMBER 510006 0237 D. EFFECTIVE DATE. FEBRUARY 4, 2005. PUBLIC ONSITE PUBLIC WATER AND SEWER EXTENSIONS FOR BLOCK 1 & 3 UTILITIES: SEE UTILITY SPECIFICATIONS & DETAILS EXISTING STORMWATER MANAGEMENT EXISTING EROSION CONTROL MEASURES. SWM & EC MEASURES. LANDSCAPING. LIGHTING. SEE APPROVED SDP 2009 -093 "OLD TRAIL BLOCK 3B- FINAL SITE PLAN" & WPO- 2008 -0014 "OLD TRAIL VILLAGE BLOCK 3 STORMWATER MANAGEMENT PLAN ". SEE APPROVED SDP 2009 -093 "OLD TRAIL BLOCK 3B- FINAL SITE PLAN" FOR PHASE 1 EROSION CONTROL MEASURES AND DETAILS. PHASE 2 IS INCLUDED HEREIN. SEE WPO 2013 -0052 FOR EROSION CONTROL & STORMWATER MANAGEMENT SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS 00SW D �Or�IE'NT AREA NARCR MOUNTANV PROPS M LLC- LANr- 195 'Acr CRAIG ENT., NYC �C 8 .9► SOO 1.213 Acres �•fl 44 ZM LLC ve F� Z a S ,Z 0•� BMIS PROPERIES it LLC BLOCK 4 PHASE b' PjPyr\�t 1 Remainder of Block 1 1.43 Acres AI MM U"TM PROPERTES LLC Block 1, 4,34 A" OLD TRAIL VI LLAG E BLOCK 1, PHASE B & BLOCK 3 PHASE C ill = 100' PURPOSE OF THE MINOR SITE PLAN AMENDMENT THE PURPOSE OF THIS MINOR SITE PLAN AMENDMENT IS TO MAKE MINOR CHANGES TO THE APPROVED FINAL SITE PLAN FOR BLOCKS 1B AND 3C (SDP- 201300044). THE CHANGES THAT' WE ARE PROPOSING WITH THIS MINOR SITE PLAN AMENDMENT ARE LISTED BELOW: 1. A RECONFIGURA 110N OF THE TOWNHOUSE LAYOUT FOR THE UNITS THAT FRONT ON ASHLAR AVENUE. THE SEVEN UNIT BUILDING ON THE APPROVED FINAL SITE PLAN HAS BEEN DIVIDED INTO TWO SEPARATE BUILDINGS. THE PLAN NOW SHOWS A 4 UNIT BUILDING AND A SEPARATE 3 UNIT BUILDING. 2. REMOVED SOME OF THE 6 CREPE MYRTLES LOCATED ON LOT 11 SO THAT THERE ARE NO TREES SHOWN WITHIN THE PROPOSED BUILDING; FOOTPRINT. THE PLANTINGS SHOWN ON LOT 14 HAVE ALSO BEEN RELOCATED.. 3. RECONFIGURED 'THE PAVEMENT AND CURBING OF THE PRIVATE ACCESS ALLEY BEHIND LOTS 14 -20. THE EDGE OF THE PAVEMENT NOW ENCOMPASSES THE ENTIRE DRIVEWAY APRON FOR LOT 14, THUS, ALLOWING COMPLETE ACCESS TO THE LOT. 4. THE PROPOSED 43' OF ASHLAR R -O -W IS CORRECTLY SHOWN, AS APPROVED ON THE SUBDIVISION PLAT FOR BLOCK 1 PHASE B AND BLOCK 3 PHASE C (SUB- 201500030). 5. A VARIATION WAS APPROVED BY THE BOARD OF SUPERVISORS ON JULY 8, 2015 TO ALLOW FOR ARCHITECTURAL FEATURES, SUCH AS THE FRONT PORCH, STOOPS, AND OVERHANGES /EAVES OF THE UNITS ON LOTS 5 -11 AND 14 -20 TO ENCROACH V OVER THE 12' BUILD -TO -LINE THAT IS SPECIFIED IN TABLE 6A ON PAGE 36 OF THE OLD TRAIL VILLAGE CODE OF DEVELOPMENT. 6. WE REMOVED THE "PRIMARY SETBACK" AND "FRONT YARD SETBACK" LABELS AND LINES. A NOTE SPECIFYING THAT THE FRONT & SIDE YARD SETBACKS FOR COMMERCIAL AND RESIDENTIAL BUILDING SETBACKS SHALL BE 0 FEET IS LOCATED ON SHEET 1 OF THIS MINOR SITE PLAN AMENDMENT. 7. THE WIDTH OF THE CONCRETE SIDEWALK IN FRONT OF THE UNITS THAT FRONT ALONG ASHLAR AVENUE HAS BEEN REVISED TO 7, WHERE THE TOTAL PEDESTRIAN WIDTH BEHIND THE CURB AND INCLUDING THE PAVERS IS 12 FEET. SHEET INDEX SHEET 1 ---- -- COVER SHEET I 4�,, LANE Oil I VICINITY MAP 1'=1000 FEET SHEET 2 --- EXISTING CONDITIONS, DEMOLITION & PHASING PLAN SHEET 3 - ---- -- SITE PLAN SHEET 4 - ---- -- UTILITY PLAN SHEET 5 ---- ---- -- GRADING PLAN SHEET 6 ---- ---- -- ROAD, STORM, SANITARY & WATERLINE PROFILES SHEET 7 --- ---- -- TYPICAL SECTION, NOTES & DETAILS SHEET 8 ---- ---- -- STORM SEWER PROFILE & CONSTRUCTION NOTES & DETAILS SHEET 9 -- ---- -- DRAINAGE AREA MAP SHEET 10 - ---- -- STORM SEWER COMPS & DETAILS SHEET 11 ----- LANDSCAPING PLAN SHEET 12 --- PARKING ANALYSIS SHEET 13 ---- EXISTING & PROPOSED EASEMENTS 2�1'TH OF C`Ii top er C. Mulk n Uc. No. r0116 031672 „�SSIONAL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING / ZONNING U r 1 V ENGINEERING a Z INSPECTIONS w 0 ARCHITECTUAL REVIEW BOARD U FIRE RESCUE O W W ALBEMARLE COUNTY SERVICE AUTHORITY N = O � W VA. DEPARTMENT OF TRANSPORTATION o0 NQ K 09 REVISIONS DATE June 9, 2015 U r 1 V a Z w 0 U Q Z O W W -> N = O � W Z o0 NQ 0 Q+ m LLLL T W > Z 0 U Q. m a JO O g 00 a Z ?o r LL JZ con W Q U Q � w rZ J N W 1—� Q� _L9 U rn W 0� I N L7 ac Q co �' w o o�. LO h� CC LL 0� w o O nn W W r aW Z ti Q T rn (� w Z 0 % a REVISIONS DATE June 9, 2015 FILE NUMBER 8053 SHEET 1 of 13 U Lu CO V U Q Z O W W -> \_ MJ / W = Z J� 0 Q+ m LLLL T W > W Lq Q 0 U 0 V� m a JO O.j W FILE NUMBER 8053 SHEET 1 of 13 i - -. 1/ � -�. v / � .�.. � �x. / -` G �. — — — E7�S�. =T0 � � � / TOP =59 .00 — 120 / _ ��f _ — �� EX,.STR. 11( TOP- 694.09 INV S - �--- '777771 .. . C l (TUB 66.79 9 i . ...X. 3'X: ' �- i� + I . EX: S pRM TR: EX.' S'�'�RIN STR �. _ IN X88.41 �; -, .. � . ... �- INV OUT 688 68 � INV R ( ) / ( i -� - 10 k .,.. , - 91.64 _ TO T.. TOP- 694.16 STR. 120 �. �F .. �- 69 .26 �� /(OU - 686.77 • ;. � .... �. I � � � � ] _ � - �_2. f.. � � Q. �. / INV UT 6 = F 8 i V(IN 680.74 �-- DOSTNG PIPE w �— I VIN -68 .88 �,( -2fj ( ) 89.76 �q j 681.96 �... \1 1 • : .. �.. L (.. ( g �"� l .... !� ... �. /. INV OUT = 680.64 \ ) ¢ _ co 689.81 T.. , .. .. ,� � AKA B LE WIDTH I l 1iBANDONrt5 HPDE dt L_w c I I I ... ,. rte- ( _ �.... _ (.. I ,6.11 \i� /_. �� ... a1. ALL INFORMATION SHOWN AS EXISTING WAS ILLUSTRATED BY COMPILING FIELD ASBUILTS WITH APPROVED COLLINS ASBUILT PLANS FOR SCALE 1 30' " = BLOCK 3A; MANY DISCREPANCIES EXIST BETWEEN 30 15 0 30 80 THE APPROVED PLANS & THE EXISTING STORM SEWER THAT WAS LOCATED IN THE FIELD. SCNE OLD TRAIL- WW\BLOCKS 1&3\13LOCK 1 &3CV3LOCK 3C- BASE.DWGi DATE June 9, 2015 Scale 1 " = 30' z Oz a z oa U �z TT^� o0 Q" N = � n za Z lod No OD r O Zo U Z�m it � O oU CL � W O Z `I Q O J W m Q UQ �W Co v rz °C �O' J cc N W Q � _ O-� to % Q O V, 0) (3 W O U J w � LL 0> W 1_o W r� 0n Q , Q 0) LU W O W = a DATE June 9, 2015 Scale 1 " = 30' FILE NUMBER 8053 SHEET 2 of 13 jb` z Oz U != 00 �z U JQ o0 Q" >m n za Z lod oz OD r O J �T Z�m it � O�Q vF_ JU oo CD J z m p0 Co v X06 W FILE NUMBER 8053 SHEET 2 of 13 jb` Bkwk SA \ / z 1 1 ,1 i I E" ,•: _,t 1 1 1 ALL MINOR SITE PLC 1 AMENDMENT CHAN( 1 OCCUR WITHIN TH t OUTLINED AREA. EX. r.H. pm vi �.. \ Existing ,Stop Sign G� X OLD TRAIL- 8053113LOCKS 1 &3\13LOCK 1 WCOLOCK 3C-BASE.DW�J REVISIONS DATE June 9, 2015 Scale 1 " = 30' U r 1 V a r w U Z > J06 a in F LV tD 04 c:C W JV O.j 0 o too � m �0) v. Q� z o ~ Q 0: Uj @) O DV CL ?o J Z W VQ �W Z� U04 W r� V cc Q4 cX W ('� � ¢u �w U ` 0� V N ~ O W Ofl- 24 2W Q co T �F W 0 W = a REVISIONS DATE June 9, 2015 Scale 1 " = 30' FILE NUMBER 8053 SHEET 3of13 '� U Uj M 0Y. 5c) OZ JJ Q >m Z > J06 a in F T 0 JV O.j 0 m FILE NUMBER 8053 SHEET 3of13 '� ALL INFORMATION SHOWN AS EXISTING WAS ILLUSTRATED BY COMPILING FIELD ASBUILTS �- WITH APPROVED COLLINS ASBUILT PLANS FOR BLOCK 3A; MANY DISCREPANCIES EXIST BETWEEN THE ASBUILT PLANS & THE EXISTING STORM SEWER THAT WAS LOCATED IN THE FIELD. 5-4) D o.f7 � Chriligan 'A,' �sv4 SCALE 1" = 30' 30 15 0 30 60 SCALE IN FEET OLD TRAIL- ®053�BLACKS 183�BLOCK 18o3C�BLOCK3GBASE.DW BINGHAM & TAYLOR U T 1 ARCHED METER PIT (BTPMS) UTILITY PLAN NOTES: 6.3 0v U U 1. EXISTING WATER METERS AND SERVICE LINES ARE TO BE USED OR RELOCATED, AS APPLICABLE. Uj z O`° 2.) ANY UTILITY SERVICES WHICH ARE TO BE ABANDONED SHALL HAVE THE; CONNECTIONS SHALL BE z P NQ ¢s DISCONNECTED FROM THE MAIN AND PLUGGED OR CAPPED TO ACSA STANDARDS AND SPECIFICATIONS. f T Qr 3.) PROPOSED SEWER do WATER SERVICES FOR LOTS 4 21, 22 23 SHALL BE STUBBED BEYOND THE SIDEWALK, Q rc W !K LOCATED AND MARKED FOR RECOVERY PRIOR TO Rtk&ING FINAL GRADIES. O U >10 Z 4.) WATER METER VAULTS AND METER BOXES SHALL ONLY BE LOCATED WITHIN PERMANENTLY LANDSCAPED AREAS. y 5.) FIXTURE COUNTS TO JUSTIFY WATER METER SIZES ARE TO BE UPDATED WITH THE ISSUANCE OF THE BUILDING PERMIT. rz moo' BINGHAM & TAYLOR CAST IRON FRAME & COVER ALL INFORMATION SHOWN AS EXISTING WAS ILLUSTRATED BY COMPILING FIELD ASBUILTS �- WITH APPROVED COLLINS ASBUILT PLANS FOR BLOCK 3A; MANY DISCREPANCIES EXIST BETWEEN THE ASBUILT PLANS & THE EXISTING STORM SEWER THAT WAS LOCATED IN THE FIELD. 5-4) D o.f7 � Chriligan 'A,' �sv4 SCALE 1" = 30' 30 15 0 30 60 SCALE IN FEET OLD TRAIL- ®053�BLACKS 183�BLOCK 18o3C�BLOCK3GBASE.DW REVISIONS DATE June 9, 2015 Scale 1 " =30' U T 1 a 0v U U a W Uj z O`° z �m z to �0) NQ ¢s U f T Qr z V Q rc W !K Qzl O U >10 Z MJ W Q rz moo' W Zr V cm co W ('3 0 ti LO COO '^ r LL ? 0� V N �o rzj~ O W Q a. REVISIONS DATE June 9, 2015 Scale 1 " =30' FILE NUMBER 8053 SHEET 4of13�' U WCO 0v U a J0 Z a >m z �0 U f T J Q W m 0 a JU 00 MJ W FILE NUMBER 8053 SHEET 4of13�' 1 1 11 r I Block 8D 1 / 1 / I ALL MINOR SITE PLAN I AMENDMENT CH ESQ (OCCUR WITHIN THIS ' OUTLINE,O AREA. no Qw I I L0 All Inlets 12' in depth or greater shall have SL -1 safety slabs installed STATION DESCRIPTION TOP ELEVATION Left Right Nose J OUT INV(oUT)= 686.10 2 I UO�Q (Match Exist. C &G) 693.08 Type'A' z 15 "RCP 4 2.5 Q CRO o PIA -H, t ME1 Type'A' 10.25 SEE 6 �) NpaF VDOT DI -2AA IW(IN)= 689:50 77) C&G AS �` M woE 11 ram GIT" S ff 1 AM #z -t 2 I �Z- 16) All Inlets greater than 4' in depth shall have ST -1 steps installed. ALL INFORMATION SHOWN OUTSIDE THE DISTURBANCE AREA WAS DESIGNED USING APPROVED COLLINS ENGINEERING PLANS FOR BLOCK 1 & BLOCCK 3; WATER QUALITY, THE EXISTING STORM SEWER & MS -19 WAS PREVIOUSLY DESIGNED IN ANTICIPATION OF THIS DEVELOPMENT PIPE #11 FROM 27 STR # L All Inlets 12' in depth or greater shall have SL -1 safety slabs installed STATION DESCRIPTION TOP ELEVATION Left Right Nose H OUT INV(oUT)= 686.10 2 2.5 VDOT DI -3AA (Match Exist. C &G) 693.08 Type'A' 9.98 15 "RCP 4 2.5 VDOT DI -2AA U °C w 694.00 693.91 Type'A' 10.25 22 L.F. 6 2.5 VDOT DI -2AA IW(IN)= 689:50 693.36 693.45 Type'A' 8.46 20 8 2.5 VDOT DI -3AA 15 "RCP 693.50 693.58 Type'A' 8.20 10 2.5 VDOT DI-3A 61 L.F. 691.80 691.85 Type'A' 6.15 IW(IN)= 684.00 12 2.5 VDOT DI -2A 16 692.90 692.85 Type'A' 6.90 15 "RCP 14 8.0 VDOT DI -313 j'j� 692.38 692.54 Type'A' 6.13 22 L.F. 16 2.5 VDOT DI -3AA IW(IN)= 686.25 693.81 693.90 Type'A' 9.06 12 18 2.5 VDOT DI -3A (Match Exist. C &G) 691.5 Type'A' 7.50 20 2.5 VDOT DI -1 (Match Exist.) 691.8 Grate 4.00 IW(IN)= 685.65 IW(IN)= 685.30 21 VDOT MH -1 (Match Exist.) 694.1 142 L.F. CLASS III 15 "RCP "RCP 23 2.5 VDOT DI -3A C. Mulligan 693.90 Type'A' 4.40 55 L.F. 25 2.5 VDOT DI-3A (Match Exist.) 690.5 Type'A' 4.50 2 27 8.0 VDOT DI -3C (Match Exist.) 691.0 Type'A' 4.45 ALL INFORMATION SHOWN OUTSIDE THE DISTURBANCE AREA WAS DESIGNED USING APPROVED COLLINS ENGINEERING PLANS FOR BLOCK 1 & BLOCCK 3; WATER QUALITY, THE EXISTING STORM SEWER & MS -19 WAS PREVIOUSLY DESIGNED IN ANTICIPATION OF THIS DEVELOPMENT PIPE #11 FROM 27 TO 25 PIPE 32 L.F. DESCRIPTION CLASS III 15 "RCP SLOPE 1.24% IN IW(IN)= 686.50 OUT INV(oUT)= 686.10 SCALE IN FEET 26 24 25 10 25 L.F. CLASS III 15 "RCP 0.98% IW(IN)= 686.00 IW(OUT)= 685.75 U °C w 22 23 21 22 L.F. CLASS III 15 "RCP 3.27% IW(IN)= 689:50 iw(om)= 688.78 19 20 18 101 L.F. CLASS III 15 "RCP 3.66% iw(iN)= 687.80 IW(OUT)= 684.10 17 18 106 61 L.F. CLASS III 15 "RCP 3.11% IW(IN)= 684.00 IW(OUT)= 682.10 Z,TH op 15 16 4 37 L.F. CLASS III 15 "RCP 2.43% [W(IN)= 684.75 IW(OUT)= 683.85 j'j� 13 14 12 22 L.F. CLASS III 15 "RCP 0.68% IW(IN)= 686.25 1W(OUT)= 686.10 C�l�'A 0 11 12 10 60 L.F. CLASS III 15 'FRCP 0.41% IW(IN)= 686.00 IW(OUT)= 685.75 9 7 10 8 8 6 35 L.F. 53 L.F. CLASS III CLASS III 15 "RCP 15 "RCP 0.71% 0.56% IW(IN)= 685.65 IW(IN)= 685.30 ]W(OUT)= 685.40 IW(OUT)= 685.00 5 6 4 142 L.F. CLASS III 15 "RCP "RCP 0.74% IW(IN)= 684.90 INV(OUT)= 683.85 C. Mulligan 3 4 2 55 L.F. CLASS III 15 1.00% INV(IN)= 683.75 INV(OUT)= 683.20 Lic. No. 1 2 Ex. 114 52 L.F. CLASS III 15 "RCP 1.15% IW(IN)= 683.10 IW(OUT)= 682.50 031672 Storm Sewer Pipes below are as shown on Approved Block 3A WP02008 -0014 (Proposed Upper Ballard Pond Outfall Under Old Trail Drive) ff, 1$ 120A Ex. 120B Ex. 122 127 L.F. CLASS III 24 "RCP(Temporary) 10.07% IW(IN)= 675.24 IW(OUT)= 662.44 ��`SI0NAL 120C Ex. 12013 120D 296 L.F. CLASS III 42 "RCP 0.53% [W(IN)= 675.24 IW(OUT)= 673.67 120E 120D 120F 105 L.F. CLASS III 42 "RCP 0.50% IW(IN)= 673.57 IW(OUT)= 673.05 120G 120F 120H 130 L.F. CLASS III 42 "RCP 0.27% IW(IN)= 672.95 INV(om)= 672.60 .. 1 WOLOCK 1 &3MLOCK 3C- BASE.DWG REVISIONS DATE June 9, 2015 Scale 1" = 30' a 0 Ov W N = °'= W o`° a cm � Qr z0 U °C w (,0:) 00 wo Q. Z Z o o� W< Q O 8 (I) J = N V rz 0 x �, co W O t - v1 ^ � '? U N �� 0�0 0 ~ W aW 5 q) I---� v W Z O REVISIONS DATE June 9, 2015 Scale 1" = 30' FILE NUMBER 8053 SHEET 5of13.1 U WM Ov 5 U z 0 z2 �J g s >m J 06 (5 z8 m � � T Q 6 w V �J O O.j M FILE NUMBER 8053 SHEET 5of13.1 690 606 600 676 SANITARY SEWER PROFILE FINISHED GRADE BLOCK 3, OLD TRAIL VILLAGE - EXISTING C/L GRADE or 26A C2 � NOTE: CO TRACTOR TO w o J o U os FIELD VER FY INVERTS o °? = rri o za 00 PRIOR TO CONSTRUCTION. z za Cn CO MANHOLE HALL BE CORE M II II n z II DRILLED, AND COR -N -SEAL z a o FIRE HYDRANT m a- GASKET INSTALLED. ¢ a ASSEMBLY o o X w X IW, ' MIIN. W/L COVER 690 / WPLU'G &M0" B.6 CL. 52 g" �Dv 6 I I 103.32 L.. OF 67.13 L.. OF 8" P.V.C. 0.60% MANHOLE W o (SEE N0� - J _-- m o w (n W tr N w Z W(nUQZ im ��_ w Of oow >� z �° N04 0 O ZU�F -'� m JZ N N CA (o co C� W O 3 �� x x�x x= U wl;- ,-.�-� w N 0 00 (o (o d- ILA 00 N N CO �Z njO Mi� O� 00 r-j 00 rrj cI O II II Ll0 Z ``' z z > "`6' LI �� M 606 600 670 10400 U#W 14M 14M 24W 34W 3460 BLOCK 1 & BLOCK 3 8" W/L PROFILE ASHLAR PRIVATE ENTRANCES NOTE: CONTRACTOR TO w FIELD VERIFY INVERTS = FINIS ED GRADE PRIOR TO CONSTRUCTION. EXIS ING C/L GRADE FIRE HYDRAN a FIRE H RANT ASSEMBLY - vASSE BLY - -- 3' MIN W/L COVER � L 8" D.I. 18 MIN. CLEAR 12w- MIN. 12" MIN. 0 SEPARATION SEPARATION 0 8" PVC SA 0 15" CP 15 60 RCP C3 o F F= Z J � W> � M F- J M N w O d Q W N x U J __J N s s N600 m N W J Z (�jj -�Z LIJ o �1 ¢ w > UJof > U w wo >f)f CL I 00 °x° °O X CD is w ;`t- ¢ oo - U x w N 00 u 00 00 � CN �- 00 cD (p X676 i� 10om 11400 114x0 12400 I STORM SEWER PROFILE STR. #14- EXIST. 114 I G 2 10 88 on nO n12 114 s4 1� C4 °� C4 °O. N Co (0o 11 00 0 m II to� M III o Z° ZD II II F- u� zzo zo O p rn - 6 4� In at 1. 5 G �� - zz �� J rn 11 (" `° zZ zz III -' �cMi (o� OCK S 11M N °� rn PROFILE OFFSET 30.000 O 0 U') 678 6K r� I J27) 25 11 I C) v� . -Cox W II 696 J v J c� W u v ._t11 NN Z ^N J 36" MIN. COVER C#7 I O - CONNECT TO STR O av,� O O #1 6110 in EX. 1 " W ° 3.5H CT 15 RCP 12" MIN. cMincii 8" DI W/L SEPARATION 0 BLO�CK� 2 PR D4z u ...,:, - -. Y2 LI �� M 606 600 670 10400 U#W 14M 14M 24W 34W 3460 BLOCK 1 & BLOCK 3 8" W/L PROFILE ASHLAR PRIVATE ENTRANCES NOTE: CONTRACTOR TO w FIELD VERIFY INVERTS = FINIS ED GRADE PRIOR TO CONSTRUCTION. EXIS ING C/L GRADE FIRE HYDRAN a FIRE H RANT ASSEMBLY - vASSE BLY - -- 3' MIN W/L COVER � L 8" D.I. 18 MIN. CLEAR 12w- MIN. 12" MIN. 0 SEPARATION SEPARATION 0 8" PVC SA 0 15" CP 15 60 RCP C3 o F F= Z J � W> � M F- J M N w O d Q W N x U J __J N s s N600 m N W J Z (�jj -�Z LIJ o �1 ¢ w > UJof > U w wo >f)f CL I 00 °x° °O X CD is w ;`t- ¢ oo - U x w N 00 u 00 00 � CN �- 00 cD (p X676 i� 10om 11400 114x0 12400 I STORM SEWER PROFILE STR. #14- EXIST. 114 I G 2 10 88 on nO n12 114 s4 1� C4 °� C4 °O. N Co (0o 11 00 0 m II to� M III o Z° ZD II II F- u� zzo zo O p rn - 6 4� In at 1. 5 G �� - zz �� J rn 11 (" `° zZ zz III -' �cMi (o� OCK S 11M N °� rn PROFILE OFFSET 30.000 O 0 U') 678 6K r� I J27) 25 11 I C) v� . -Cox W II 696 J v J c� W u v ._t11 NN Z ^N J 36" MIN. COVER C#7 I O - CONNECT TO STR O av,� O O #1 6110 in EX. 1 " W ° 3.5H CT 15 RCP 12" MIN. cMincii 8" DI W/L SEPARATION 0 BLO�CK� 2 PR D4z u ...,:, - -. Y2 10om 11400 114x0 12400 606 60 LF of y 1 Cl III RCP 35 F of 53 LF of at 041 % 15 CL III of 15" CL I I RCP 22 L of t 0. 1% at 0. 6% 15" L III R P I STORM SEWER PROFILE STR. #14- EXIST. 114 I G 2 10 88 on nO n12 114 s4 1� C4 °� C4 °O. N Co (0o 11 00 0 m II to� M III o Z° ZD II II F- u� zzo zo O p rn - 6 4� In at 1. 5 G �� - zz �� J rn 11 (" `° zZ zz III -' �cMi (o� OCK S 11M N °� rn PROFILE OFFSET 30.000 O 0 U') 678 6K r� I J27) 25 11 I C) v� . -Cox W II 606 60 LF of y 1 Cl III RCP 35 F of 53 LF of at 041 % 15 CL III of 15" CL I I RCP 22 L of t 0. 1% at 0. 6% 15" L III R P I I v G v I G a M I �p E N I r` r` -4t Uj Ui 00 00 4" HPDE Q N H 1-- 'aJi= Co (0o 11 00 0 m II 00 0 ca II M III o Z° ZD II II F- u� zzo zo O G - 6 G at 1. 5 G 00 - zz zzz zZ zz OCK S PROFILE OFFSET - 30.000 °� rn PROFILE OFFSET 30.000 O 0 U') 678 6K r� I J27) 25 C) v� M 696 J v J c� W u v ._t11 NN Z ^N J 36" MIN. COVER C#7 I O - CONNECT TO STR O av,� O O #1 6110 in EX. 1 " W ° 3.5H CT 15 RCP 12" MIN. cMincii 8" DI W/L SEPARATION 0 BLO�CK� 2 PR D4z u ...,:, - -. Y2 606 60 LF of y 1 Cl III RCP 35 F of 53 LF of at 041 % 15 CL III of 15" CL I I RCP 22 L of t 0. 1% at 0. 6% 15" L III R P E ROAD PLANS AI DRIVE \ 690 TIMMONS, DATED 04 -19 -04 1. ID CD 1 CD -1 CD -1 26 I y' 142 LF o 15" CL III P at 0.7 »I> 7� 7W 696 701 690 691 606 691 55 LF ' a/Q k-i o , u O (o o CL 111 � �p E 11 '62 r` r` -4t Uj Ui 00 00 4" HPDE at 1. p q I- Co (0o 11 00 0 m II 00 0 ca II M III o Z° ZD II II F- u� zzo zo u� zo RCP - - 6 61 6& at 1. 5 5% � - zz zzz zZ zz OCK S PROFILE OFFSET - 30.000 Y C NS EN N - - PROFILE OFFSET 30.000 O 0 00 6 678 6K PROFILE CL I J27) 25 Il W- c� W u 0 ._t11 NN Z ^N J I O O av,� O O in 3.5H CT cMincii E ROAD PLANS AI DRIVE \ 690 TIMMONS, DATED 04 -19 -04 1. ID CD 1 CD -1 CD -1 26 I y' 142 LF o 15" CL III P at 0.7 »I> 7� 7W 696 701 690 691 606 691 55 LF ' 'I CL 111 � �p E Exist. 4 4" HPDE at 1. p q q 5 52 LF D Df 15" CL III R RCP - - 6 61 6& at 1. 5 5% � SEE BL K 1 L LOCK 4 OCK S PLANS Y C NS EN N NEERING O 0 00 6 678 6K ASHLAR AVENUE [=I PROFILE IIMM JQCCDVVIaaOFJ_QQ O � Q N N M S t^ C �� rn N II pO tM rn 8 I— NW to + Q OC4 v O D a. a II J o - a a 212.2 SI T DIST CE 160.70 SIIG T DISTANCE 16. =K 19. - C� • r- ABAND EX. OU 67a SANITARY SEWER PROFILE or ,,.A BLOCK 1,9LD TRAIL VILLAGE n S 706 SIC'` n M ZIP _M =pMj =In Ito CO II it II II ! d N N N �I C EEO 1 I EX. 12' W/L 6" W/L 163.06 L.F OF 8" P.V.C. 0 (I EX. 18" @ .93% SEPARATION - H E EX. 18" HPDE 1 686.85 688.68 89.79 L.F OF " P.V.C. SANITARY EWER 95.00' a 1-017M 8" D.I. SA ITAIRY SEWER ® 0.50% FINISHED G ADE .-. AC-rd,)! N EXISTING C/L GRADE CN 002 `n 55 ca M 1+7 LO ip 00 .fl II �.Z.. Goo (gyp a$' n Z y t° � CD 00 Cfl S9 ZC: > > > I- z z z w12 :M5 Z v Z Z Z Z Wo �j V W �i 0 RI - - v*w wow 1"N 14M STORM PROFILE STR #20 - EXIST. 106 106 8 J2)0 m w 1� .1 r� W o 00 d in O Q p L? OO Yom O Ncc cc MI X m Ln Q [QICI II CD Q I F- p 5R w 1 9'+00 10#00 10#60 11400 11400 12400 12400 13#00 13+60 14#00 14480 � � v � 6MI 440 124eo 13400 13430 � o r< iftANUS TO BE AS xx STREET APPROACH SfdE SiNtFAC6"ui: GENERAL NOTES I AS MAINLINE ROADWAY i$EE INOTE 89 SHOWN DN PLAwsP C CNN CG -fi iS USED FOR STPEET CONNORDAN S THE I AASH 0 ON POLICY A NBE HES'APP I IN E REOURRE TS kR OWN Ttk 8E AS OF THE FOOT AND THE APPLICABLE tCLUDI T£SNTS e RAd%{ CYJh63NATISih' SHOWN .Olt PLANS) LIP THE 'ifRE ROAD OESx.N MAliNAi„ INq.BifitlG SMHT � GibIB BddCk,GUYTER aXSTAMOE RECNIN'tEt�NT o. C0� ®, kSEE HATE 73 .._ ...............:._...t....w '' '� i'' f". 2• TiNNVG RE NQL8RE3.a£NTS )iiTiC,#'ATEllCAT M ."+AE'WALK j I`•^ iRAFFiC THE C£PTH FOR S#EWALK & CURB RAMPS (SEE NOTE 2? I I ` . Wiii1N 'I'HIT EfbBYS CtW THE RAC04NULD M£ 6" y, OPTIONAi 8" INCREASED TO 7°'. .-�. EXPANSION I FL{aW - 3, `Nt�d3 iPSfL� IN Gt3H+#.A�Tlk7N WtTi! SF##5#iP? 5#3-3 E%PPTNSl43N �.- ... -_.� � ._._...... OR GK; 7. THE C4.R& FACE ON THNS STAAARO tS T(3.. EXPANSE EE Ap rTE1O TO. MATCH THE MOUNTABLE CURB CpNFiCURATiON, NOTE. WIDTH "B" 2'-0" OR AS .. �' 4 SEE SThPN3ARD CG -Yd FOR CURB RAMP DESIGN TO BE SHOWN ON TYPICAL SECTION, A-J MA$q,9E ROADWAY .USE° "TH THIS STANOARO. B. OPTK1NAk.. FLOWLRNE WAY REQUIRE WARPING Of PLAN VIEW PORTION DE GUTTER TO PRECLUDE PONDING,, OF WATER. ENTRANCE NOTES MA'tN.NE ROADWAY SLOPE ENTRANCE PLANS ARE TO NEACATE WHEN CONSTRWTION OF A FLOW Kl' PAR k: AEiOL CURVE THE IS R5'"RE€3 TO PROVIDE PgSTT?Y£ DRAINAGE AGR4U„5a EDGE OF SN4tN.D£R OR 8 X MAX. TttE ENTRANCE. OPTIONAL FLOW La< SLOPE CRAME ..®. D 7. 1I PAVEMENT SHAH 0E CONSTRUCTED TA TtE. ,,,-. •..• -°°' , RfW Lk %Ex£EP'T ANY GRAYS. STA£lp,i2ATK). ._.::. �...�,..� - _.,,,. _.,,,,, ...... MAR+EINE' R0at7WAY ....: :... ....- _..._.. RE'�NiE[# FOR MhK.Y -iE PAYEM6NT �H OAi# 8E 8% MAX. �. �... -._. O iWYYTEV N THE EiiTRAVCE.) SEOPE C#€ANGE -.._ & RADIAL CURS OR c�iATigW CL92R GUTTER �� " ° "'°- -.. D SHALL NOT HE C TRtiCTEO BEYtk6i44 , L[dJ€' EXCEPT FOR REPLACEMENT PIJkPOSES. 25i` 6 kADW FOR 9. THE DESIRABLE MCI AIMMUM ENTRANCE i= GC 6 51WN. CI'WENCIAL ENTRANCE D" ARE USTEO IN THE ALLOWABLE'ENTRA'4CE CR++6£ TALE. THESE VALUES ME NOT APPLICABLE TO STRME t M. CONSTRUCT GRANDE CHANGES WITH A PARABOUC CURVE. "ONNECTBCMVS. SECTION A ^ A ALLOWABLE ENTRANCE GRACE CHANGE: GRADE SHOE OE ENTRANCE VOLtNAE "D" B SIRAELB. MA %WKN.t 3 NGH MORE THAN 1500 VPO D% 3 X MEDLIW 500.1500 VPG 53x BX CifS >.: A3 LOW LESS THAN WO VPO SST H x fN.ESJ _ . -!.. • - . ' a"_ ' NOTE, ALLOWABLE ENTRANCE GiYAOE TA[A,E M NOT aOnmR€ £ n. *- * APPLICADU To STREET C A ECTKNNS SECTION C -C SPECIFICATION REFERENCE METHOD OF TREATMENT- CONNECTION FOR STREET INTERSECTIONS 50z AND COMMERCIAL ENTRANCES REV W07 'IRG"A DEPARTMENT OF TRXd+Y.. "TArION 2D3.C44 X000 D00 It 11 %1 ~ SCALE 1" = 50' HORIZONTAL SCALE 1" a 5' VERTICAL �`yT$ o.F �1 ALL INFORMATION SHOWN OUTSIDE �, ° 05 , o THE DISTURBANCE AREA WAS DESIGNED USING Z a. Z Z Z APPROVED COLLINS E 24W 2440 700 606 676 3#00 STORM PROFILE STR #416 n#4 616) a LO $Of In prpC" C14 4" W N � (a � J tarp J (p Z N~� • N� JI- D 1 2-> >_ o °c3a 700 S oc i 696 CONNECTS 8" W/L 1 TO STR #16 p 15 RCP STM 2 INV. =688. �t 606 37LFof1 " CL III CP at 2 3% N 600 cio Wi 11 11 c°Op II I- z 8 8 z z z N G I N E E R I N G PLANS FOR . 0100 0000 1400 14M 2#00 0400 0160 1400 °D 25 °" Eff rso 100 °' ` BLOCK 1 &BLOCK 3; WATER QUALITY, THE 7` EXISTING STORM SEWER & MS -19 WAS PREVIOUSLY ALBEMARLE COUNTY Christopher C. Mulligan DESIGNED IN ANTICIPATION OF THIS DEVELOPMENT STORM PROFILE FOR FINAL PLAN GENERAL NOTES s N ��, 031672 �Ai STR #23 - 21 SHOWN ON General Construction Notes ssr OVAL E�G�{ ALBEMARLE COUNTY SHEET 8 OF THESE PLANS 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 General construction notes for Erosion and Sediment Control plans lbs /acre, and in the months of September to February to consist a 50150 mix of Annual 1. Prior t R e a o any construction within any existing public right -of- -way, including connection to y gr ss and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May n - through any existing road, a permit shall be obtained from the Virginia Department of " " 3 N 0.4 RODS I. The plan approving authority must be notified one week prior to the pre - construction August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. - - CONT. Transportation (VDOT). This plan as drawn may not accurately reflect the requirements 2'-0' 7 3/4 conference, one week prior to the commencement of land disturbing activity, and one week S. During dewatering operations, water will be pumped into an approved filterin g device. Alternatives are subject to approved by the County erosion control inspector. of the permit. Where any discrepancies occur the requirements of the permit shall govern. 3" prior to the final inspection. 9. The contractor shall inspect all erasion control measures periodically and after each runoff 18. Permanent stabilization shall be lime and fertilizer, permanent seeding and mulch. 2. All materials and construction methods shall conform to currents specifications and _ I 2. All erosion and sediment control measures will be constructed and maintained accordin to producing rainfall event. Agricultural grade limestone shall be applied P 5' 9" g p g Any necessary repairs or cleanup to maintain the effectiveness of pp ed at 901bs/1000sf, incorporated into the top 4 -6 standards of VDOT unless otherwise noted. LONG �� _ I PAVEMENT minimum standards and specifications of the Virginia Erosion and Sediment Control the erosion control devices shall be made immediately. inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient 3. Erosion and siltation control measures shall be provided in accordance with the approved SURFACE Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control 10. All fill material to be taken from an approved, designated borrow area. mix. Permanent seeding shall be applied at 1801bs /acre and consist of 95% Kentucky 31 or p pP EDGE OF �: • �• • Regulations. Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be erosion control plan and shall be installed prior to any clearing, grading or other :• � � 11. All waste materials shall be �to an approved waste area. Earth fill shall be inert CUR `PAVEMENT I pp applied at 80lbs /l00sf. Alternatives are subject to approved by the County erosion control construction. f ';.;.:o N (o 3. All erosion and sediment control measures are to be placed prior to or as the first step in materials only, free of roots, stumps, wood, rubbish, and other debris. inspector. clearing. p 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at Ordinance section 5.1.28. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage ` ~ ` ` ` ` ` ` ` ` 1 : all times. or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned lesser slopes of 3:1 or better are to be achieved. �- ` �. ` �. ` ` ` ,. ,. ` �, �, ` �, ` �, ` �, 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of when 50% of the wet t s orage volume is filled with sediment. All seeded areas are to be 6. Paved rip-rap or stabilization mat lined ditch may be required when in the opinion of the -- C 5. Prior to commencing land disturbing activities in areas other than indicated on these plans Albemarle. p p Y q p ` `' ` `' `' ` ` ~ ,`. `' `' : ; reseeded when necessary to achieve a good stand of r County Engineer, or designee, it is deemed necessary in order to stabilize a drainage ' oDn ties&sta ; `- 3 `� ° • 3 `- �- 3 (including, but not limited to off -site borrow or waste areas the contractor shall submit a mY g grass. Silt fence and diversion dykes ( g' ) 14. Borrow, fill or waste activity invollving industrial -type power equipment shall be limited to which are collecting sediment to half their height must be cleaned and repaired immediately. channel. ' I � I @� - - ----- -•--- -- supplementary erosion control plan to the owner for review and approval by the plan the hours of 7:OOam to 9:OOpm. mm 20. All temporary erosion and sediment control measures are to be removed within 30 days of signs I � � I __� � �= 111- j - � - - approving authority. 15. Borrow, activity 7. All traffic control si s shall conform with the Virginia Manual for Uniform Traffic ; € s _. € I_,.,,,., ; . ; M ( fill or waste activi shall be conducted in a safe manner than maintains lateral final site stabilization, when measures are no longer needed, subject to approval b the I I._ - a 6. The contractor is responsible for installation of any additional erosion control measures J PP y Control Devices. support, or order to minimize any lhazard to persons, physical damage to adjacent land and County erosion control inspector. 2 -NO.4 RODS THRU necessary to prevent erosion and sedimentation as determined by the plan approving improvements, and damage to any public street because o slides, sinking, or collapse. 21. This plan shall 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. BASE AS SPECIFIED WHEELS,T OP & PAVEMENT authority. p be void if the owner does not obtain a permit within 1 year of the date of 9. All excavation for underground pipe installation must comply with OSHA Standards for MIN. 18 LONG. 16. The developer shall reserve the riglht to install, maintain, remove or convert to permanent approval. (Water Protection Ordinance section 17- 204G.) the Construction Industry (29 CFR Part 1926). BUMPER BLOCK DETAIL 7. All disturbed areas are to drain to approved sediment control measures at all times during stormwater management facilities where applicable all erosion control measures required b g pp q Y 22. Permanent vegetation shall be installed on all denuded areas within nine 9 months after the NOT s land disturbing activities and during site development until final stabilization is achieved. this plan regardless of the sale of amy lot, unit, building or other portion of the property. date the land disturbing activity commenced. ( ) g ty (Water Protection Ordinance section 17- 211B) OLD TRAIL- 8053\BLOCKS 1831BLOCK 18�3C�BLOCKBC- BASE.pyyG , a z w �W N= (D co CM co Iq Q �0 aj Z 0 cc V Q �W 9;@ O U W o ? Q cc� W Q o' .J Z N _ cam, 0 Z� UN v y, cc LU ('3 O tL UZ wLO �) F-O rz a: W CL n � W ^� CO W Z Z CW 0- REVISIONS DATE June 9, 2015 Scale 1"=50' Horizontal 1"=5' Vertical U W M >- co rj X W V < !g O 205 `` J Qs >tn �a - w J06 MW cr Z CO 0�� I- Y W W 0 w1 � JV °a O � O Q o o6 FILE NUMBER 8053 SHEET 6of13'''" 212.2 SI T DIST CE 160.70 SIIG T DISTANCE 16. =K 19. - C� • r- ABAND EX. OU 67a SANITARY SEWER PROFILE or ,,.A BLOCK 1,9LD TRAIL VILLAGE n S 706 SIC'` n M ZIP _M =pMj =In Ito CO II it II II ! d N N N �I C EEO 1 I EX. 12' W/L 6" W/L 163.06 L.F OF 8" P.V.C. 0 (I EX. 18" @ .93% SEPARATION - H E EX. 18" HPDE 1 686.85 688.68 89.79 L.F OF " P.V.C. SANITARY EWER 95.00' a 1-017M 8" D.I. SA ITAIRY SEWER ® 0.50% FINISHED G ADE .-. AC-rd,)! N EXISTING C/L GRADE CN 002 `n 55 ca M 1+7 LO ip 00 .fl II �.Z.. Goo (gyp a$' n Z y t° � CD 00 Cfl S9 ZC: > > > I- z z z w12 :M5 Z v Z Z Z Z Wo �j V W �i 0 RI - - v*w wow 1"N 14M STORM PROFILE STR #20 - EXIST. 106 106 8 J2)0 m w 1� .1 r� W o 00 d in O Q p L? OO Yom O Ncc cc MI X m Ln Q [QICI II CD Q I F- p 5R w 1 9'+00 10#00 10#60 11400 11400 12400 12400 13#00 13+60 14#00 14480 � � v � 6MI 440 124eo 13400 13430 � o r< iftANUS TO BE AS xx STREET APPROACH SfdE SiNtFAC6"ui: GENERAL NOTES I AS MAINLINE ROADWAY i$EE INOTE 89 SHOWN DN PLAwsP C CNN CG -fi iS USED FOR STPEET CONNORDAN S THE I AASH 0 ON POLICY A NBE HES'APP I IN E REOURRE TS kR OWN Ttk 8E AS OF THE FOOT AND THE APPLICABLE tCLUDI T£SNTS e RAd%{ CYJh63NATISih' SHOWN .Olt PLANS) LIP THE 'ifRE ROAD OESx.N MAliNAi„ INq.BifitlG SMHT � GibIB BddCk,GUYTER aXSTAMOE RECNIN'tEt�NT o. C0� ®, kSEE HATE 73 .._ ...............:._...t....w '' '� i'' f". 2• TiNNVG RE NQL8RE3.a£NTS )iiTiC,#'ATEllCAT M ."+AE'WALK j I`•^ iRAFFiC THE C£PTH FOR S#EWALK & CURB RAMPS (SEE NOTE 2? I I ` . Wiii1N 'I'HIT EfbBYS CtW THE RAC04NULD M£ 6" y, OPTIONAi 8" INCREASED TO 7°'. .-�. EXPANSION I FL{aW - 3, `Nt�d3 iPSfL� IN Gt3H+#.A�Tlk7N WtTi! SF##5#iP? 5#3-3 E%PPTNSl43N �.- ... -_.� � ._._...... OR GK; 7. THE C4.R& FACE ON THNS STAAARO tS T(3.. EXPANSE EE Ap rTE1O TO. MATCH THE MOUNTABLE CURB CpNFiCURATiON, NOTE. WIDTH "B" 2'-0" OR AS .. �' 4 SEE SThPN3ARD CG -Yd FOR CURB RAMP DESIGN TO BE SHOWN ON TYPICAL SECTION, A-J MA$q,9E ROADWAY .USE° "TH THIS STANOARO. B. OPTK1NAk.. FLOWLRNE WAY REQUIRE WARPING Of PLAN VIEW PORTION DE GUTTER TO PRECLUDE PONDING,, OF WATER. ENTRANCE NOTES MA'tN.NE ROADWAY SLOPE ENTRANCE PLANS ARE TO NEACATE WHEN CONSTRWTION OF A FLOW Kl' PAR k: AEiOL CURVE THE IS R5'"RE€3 TO PROVIDE PgSTT?Y£ DRAINAGE AGR4U„5a EDGE OF SN4tN.D£R OR 8 X MAX. TttE ENTRANCE. OPTIONAL FLOW La< SLOPE CRAME ..®. D 7. 1I PAVEMENT SHAH 0E CONSTRUCTED TA TtE. ,,,-. •..• -°°' , RfW Lk %Ex£EP'T ANY GRAYS. STA£lp,i2ATK). ._.::. �...�,..� - _.,,,. _.,,,,, ...... MAR+EINE' R0at7WAY ....: :... ....- _..._.. RE'�NiE[# FOR MhK.Y -iE PAYEM6NT �H OAi# 8E 8% MAX. �. �... -._. O iWYYTEV N THE EiiTRAVCE.) SEOPE C#€ANGE -.._ & RADIAL CURS OR c�iATigW CL92R GUTTER �� " ° "'°- -.. D SHALL NOT HE C TRtiCTEO BEYtk6i44 , L[dJ€' EXCEPT FOR REPLACEMENT PIJkPOSES. 25i` 6 kADW FOR 9. THE DESIRABLE MCI AIMMUM ENTRANCE i= GC 6 51WN. CI'WENCIAL ENTRANCE D" ARE USTEO IN THE ALLOWABLE'ENTRA'4CE CR++6£ TALE. THESE VALUES ME NOT APPLICABLE TO STRME t M. CONSTRUCT GRANDE CHANGES WITH A PARABOUC CURVE. "ONNECTBCMVS. SECTION A ^ A ALLOWABLE ENTRANCE GRACE CHANGE: GRADE SHOE OE ENTRANCE VOLtNAE "D" B SIRAELB. MA %WKN.t 3 NGH MORE THAN 1500 VPO D% 3 X MEDLIW 500.1500 VPG 53x BX CifS >.: A3 LOW LESS THAN WO VPO SST H x fN.ESJ _ . -!.. • - . ' a"_ ' NOTE, ALLOWABLE ENTRANCE GiYAOE TA[A,E M NOT aOnmR€ £ n. *- * APPLICADU To STREET C A ECTKNNS SECTION C -C SPECIFICATION REFERENCE METHOD OF TREATMENT- CONNECTION FOR STREET INTERSECTIONS 50z AND COMMERCIAL ENTRANCES REV W07 'IRG"A DEPARTMENT OF TRXd+Y.. "TArION 2D3.C44 X000 D00 It 11 %1 ~ SCALE 1" = 50' HORIZONTAL SCALE 1" a 5' VERTICAL �`yT$ o.F �1 ALL INFORMATION SHOWN OUTSIDE �, ° 05 , o THE DISTURBANCE AREA WAS DESIGNED USING Z a. Z Z Z APPROVED COLLINS E 24W 2440 700 606 676 3#00 STORM PROFILE STR #416 n#4 616) a LO $Of In prpC" C14 4" W N � (a � J tarp J (p Z N~� • N� JI- D 1 2-> >_ o °c3a 700 S oc i 696 CONNECTS 8" W/L 1 TO STR #16 p 15 RCP STM 2 INV. =688. �t 606 37LFof1 " CL III CP at 2 3% N 600 cio Wi 11 11 c°Op II I- z 8 8 z z z N G I N E E R I N G PLANS FOR . 0100 0000 1400 14M 2#00 0400 0160 1400 °D 25 °" Eff rso 100 °' ` BLOCK 1 &BLOCK 3; WATER QUALITY, THE 7` EXISTING STORM SEWER & MS -19 WAS PREVIOUSLY ALBEMARLE COUNTY Christopher C. Mulligan DESIGNED IN ANTICIPATION OF THIS DEVELOPMENT STORM PROFILE FOR FINAL PLAN GENERAL NOTES s N ��, 031672 �Ai STR #23 - 21 SHOWN ON General Construction Notes ssr OVAL E�G�{ ALBEMARLE COUNTY SHEET 8 OF THESE PLANS 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 General construction notes for Erosion and Sediment Control plans lbs /acre, and in the months of September to February to consist a 50150 mix of Annual 1. Prior t R e a o any construction within any existing public right -of- -way, including connection to y gr ss and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May n - through any existing road, a permit shall be obtained from the Virginia Department of " " 3 N 0.4 RODS I. The plan approving authority must be notified one week prior to the pre - construction August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. - - CONT. Transportation (VDOT). This plan as drawn may not accurately reflect the requirements 2'-0' 7 3/4 conference, one week prior to the commencement of land disturbing activity, and one week S. During dewatering operations, water will be pumped into an approved filterin g device. Alternatives are subject to approved by the County erosion control inspector. of the permit. Where any discrepancies occur the requirements of the permit shall govern. 3" prior to the final inspection. 9. The contractor shall inspect all erasion control measures periodically and after each runoff 18. Permanent stabilization shall be lime and fertilizer, permanent seeding and mulch. 2. All materials and construction methods shall conform to currents specifications and _ I 2. All erosion and sediment control measures will be constructed and maintained accordin to producing rainfall event. Agricultural grade limestone shall be applied P 5' 9" g p g Any necessary repairs or cleanup to maintain the effectiveness of pp ed at 901bs/1000sf, incorporated into the top 4 -6 standards of VDOT unless otherwise noted. LONG �� _ I PAVEMENT minimum standards and specifications of the Virginia Erosion and Sediment Control the erosion control devices shall be made immediately. inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient 3. Erosion and siltation control measures shall be provided in accordance with the approved SURFACE Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control 10. All fill material to be taken from an approved, designated borrow area. mix. Permanent seeding shall be applied at 1801bs /acre and consist of 95% Kentucky 31 or p pP EDGE OF �: • �• • Regulations. Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be erosion control plan and shall be installed prior to any clearing, grading or other :• � � 11. All waste materials shall be �to an approved waste area. Earth fill shall be inert CUR `PAVEMENT I pp applied at 80lbs /l00sf. Alternatives are subject to approved by the County erosion control construction. f ';.;.:o N (o 3. All erosion and sediment control measures are to be placed prior to or as the first step in materials only, free of roots, stumps, wood, rubbish, and other debris. inspector. clearing. p 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at Ordinance section 5.1.28. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage ` ~ ` ` ` ` ` ` ` ` 1 : all times. or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned lesser slopes of 3:1 or better are to be achieved. �- ` �. ` �. ` ` ` ,. ,. ` �, �, ` �, ` �, ` �, 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of when 50% of the wet t s orage volume is filled with sediment. All seeded areas are to be 6. Paved rip-rap or stabilization mat lined ditch may be required when in the opinion of the -- C 5. Prior to commencing land disturbing activities in areas other than indicated on these plans Albemarle. p p Y q p ` `' ` `' `' ` ` ~ ,`. `' `' : ; reseeded when necessary to achieve a good stand of r County Engineer, or designee, it is deemed necessary in order to stabilize a drainage ' oDn ties&sta ; `- 3 `� ° • 3 `- �- 3 (including, but not limited to off -site borrow or waste areas the contractor shall submit a mY g grass. Silt fence and diversion dykes ( g' ) 14. Borrow, fill or waste activity invollving industrial -type power equipment shall be limited to which are collecting sediment to half their height must be cleaned and repaired immediately. channel. ' I � I @� - - ----- -•--- -- supplementary erosion control plan to the owner for review and approval by the plan the hours of 7:OOam to 9:OOpm. mm 20. All temporary erosion and sediment control measures are to be removed within 30 days of signs I � � I __� � �= 111- j - � - - approving authority. 15. Borrow, activity 7. All traffic control si s shall conform with the Virginia Manual for Uniform Traffic ; € s _. € I_,.,,,., ; . ; M ( fill or waste activi shall be conducted in a safe manner than maintains lateral final site stabilization, when measures are no longer needed, subject to approval b the I I._ - a 6. The contractor is responsible for installation of any additional erosion control measures J PP y Control Devices. support, or order to minimize any lhazard to persons, physical damage to adjacent land and County erosion control inspector. 2 -NO.4 RODS THRU necessary to prevent erosion and sedimentation as determined by the plan approving improvements, and damage to any public street because o slides, sinking, or collapse. 21. This plan shall 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. BASE AS SPECIFIED WHEELS,T OP & PAVEMENT authority. p be void if the owner does not obtain a permit within 1 year of the date of 9. All excavation for underground pipe installation must comply with OSHA Standards for MIN. 18 LONG. 16. The developer shall reserve the riglht to install, maintain, remove or convert to permanent approval. (Water Protection Ordinance section 17- 204G.) the Construction Industry (29 CFR Part 1926). BUMPER BLOCK DETAIL 7. All disturbed areas are to drain to approved sediment control measures at all times during stormwater management facilities where applicable all erosion control measures required b g pp q Y 22. Permanent vegetation shall be installed on all denuded areas within nine 9 months after the NOT s land disturbing activities and during site development until final stabilization is achieved. this plan regardless of the sale of amy lot, unit, building or other portion of the property. date the land disturbing activity commenced. ( ) g ty (Water Protection Ordinance section 17- 211B) OLD TRAIL- 8053\BLOCKS 1831BLOCK 18�3C�BLOCKBC- BASE.pyyG , a z w �W N= (D co CM co Iq Q �0 aj Z 0 cc V Q �W 9;@ O U W o ? Q cc� W Q o' .J Z N _ cam, 0 Z� UN v y, cc LU ('3 O tL UZ wLO �) F-O rz a: W CL n � W ^� CO W Z Z CW 0- REVISIONS DATE June 9, 2015 Scale 1"=50' Horizontal 1"=5' Vertical U W M >- co rj X W V < !g O 205 `` J Qs >tn �a - w J06 MW cr Z CO 0�� I- Y W W 0 w1 � JV °a O � O Q o o6 FILE NUMBER 8053 SHEET 6of13'''" Wo �j V W �i 0 RI - - v*w wow 1"N 14M STORM PROFILE STR #20 - EXIST. 106 106 8 J2)0 m w 1� .1 r� W o 00 d in O Q p L? OO Yom O Ncc cc MI X m Ln Q [QICI II CD Q I F- p 5R w 1 9'+00 10#00 10#60 11400 11400 12400 12400 13#00 13+60 14#00 14480 � � v � 6MI 440 124eo 13400 13430 � o r< iftANUS TO BE AS xx STREET APPROACH SfdE SiNtFAC6"ui: GENERAL NOTES I AS MAINLINE ROADWAY i$EE INOTE 89 SHOWN DN PLAwsP C CNN CG -fi iS USED FOR STPEET CONNORDAN S THE I AASH 0 ON POLICY A NBE HES'APP I IN E REOURRE TS kR OWN Ttk 8E AS OF THE FOOT AND THE APPLICABLE tCLUDI T£SNTS e RAd%{ CYJh63NATISih' SHOWN .Olt PLANS) LIP THE 'ifRE ROAD OESx.N MAliNAi„ INq.BifitlG SMHT � GibIB BddCk,GUYTER aXSTAMOE RECNIN'tEt�NT o. C0� ®, kSEE HATE 73 .._ ...............:._...t....w '' '� i'' f". 2• TiNNVG RE NQL8RE3.a£NTS )iiTiC,#'ATEllCAT M ."+AE'WALK j I`•^ iRAFFiC THE C£PTH FOR S#EWALK & CURB RAMPS (SEE NOTE 2? I I ` . Wiii1N 'I'HIT EfbBYS CtW THE RAC04NULD M£ 6" y, OPTIONAi 8" INCREASED TO 7°'. .-�. EXPANSION I FL{aW - 3, `Nt�d3 iPSfL� IN Gt3H+#.A�Tlk7N WtTi! SF##5#iP? 5#3-3 E%PPTNSl43N �.- ... -_.� � ._._...... OR GK; 7. THE C4.R& FACE ON THNS STAAARO tS T(3.. EXPANSE EE Ap rTE1O TO. MATCH THE MOUNTABLE CURB CpNFiCURATiON, NOTE. WIDTH "B" 2'-0" OR AS .. �' 4 SEE SThPN3ARD CG -Yd FOR CURB RAMP DESIGN TO BE SHOWN ON TYPICAL SECTION, A-J MA$q,9E ROADWAY .USE° "TH THIS STANOARO. B. OPTK1NAk.. FLOWLRNE WAY REQUIRE WARPING Of PLAN VIEW PORTION DE GUTTER TO PRECLUDE PONDING,, OF WATER. ENTRANCE NOTES MA'tN.NE ROADWAY SLOPE ENTRANCE PLANS ARE TO NEACATE WHEN CONSTRWTION OF A FLOW Kl' PAR k: AEiOL CURVE THE IS R5'"RE€3 TO PROVIDE PgSTT?Y£ DRAINAGE AGR4U„5a EDGE OF SN4tN.D£R OR 8 X MAX. TttE ENTRANCE. OPTIONAL FLOW La< SLOPE CRAME ..®. D 7. 1I PAVEMENT SHAH 0E CONSTRUCTED TA TtE. ,,,-. •..• -°°' , RfW Lk %Ex£EP'T ANY GRAYS. STA£lp,i2ATK). ._.::. �...�,..� - _.,,,. _.,,,,, ...... MAR+EINE' R0at7WAY ....: :... ....- _..._.. RE'�NiE[# FOR MhK.Y -iE PAYEM6NT �H OAi# 8E 8% MAX. �. �... -._. O iWYYTEV N THE EiiTRAVCE.) SEOPE C#€ANGE -.._ & RADIAL CURS OR c�iATigW CL92R GUTTER �� " ° "'°- -.. D SHALL NOT HE C TRtiCTEO BEYtk6i44 , L[dJ€' EXCEPT FOR REPLACEMENT PIJkPOSES. 25i` 6 kADW FOR 9. THE DESIRABLE MCI AIMMUM ENTRANCE i= GC 6 51WN. CI'WENCIAL ENTRANCE D" ARE USTEO IN THE ALLOWABLE'ENTRA'4CE CR++6£ TALE. THESE VALUES ME NOT APPLICABLE TO STRME t M. CONSTRUCT GRANDE CHANGES WITH A PARABOUC CURVE. "ONNECTBCMVS. SECTION A ^ A ALLOWABLE ENTRANCE GRACE CHANGE: GRADE SHOE OE ENTRANCE VOLtNAE "D" B SIRAELB. MA %WKN.t 3 NGH MORE THAN 1500 VPO D% 3 X MEDLIW 500.1500 VPG 53x BX CifS >.: A3 LOW LESS THAN WO VPO SST H x fN.ESJ _ . -!.. • - . ' a"_ ' NOTE, ALLOWABLE ENTRANCE GiYAOE TA[A,E M NOT aOnmR€ £ n. *- * APPLICADU To STREET C A ECTKNNS SECTION C -C SPECIFICATION REFERENCE METHOD OF TREATMENT- CONNECTION FOR STREET INTERSECTIONS 50z AND COMMERCIAL ENTRANCES REV W07 'IRG"A DEPARTMENT OF TRXd+Y.. "TArION 2D3.C44 X000 D00 It 11 %1 ~ SCALE 1" = 50' HORIZONTAL SCALE 1" a 5' VERTICAL �`yT$ o.F �1 ALL INFORMATION SHOWN OUTSIDE �, ° 05 , o THE DISTURBANCE AREA WAS DESIGNED USING Z a. Z Z Z APPROVED COLLINS E 24W 2440 700 606 676 3#00 STORM PROFILE STR #416 n#4 616) a LO $Of In prpC" C14 4" W N � (a � J tarp J (p Z N~� • N� JI- D 1 2-> >_ o °c3a 700 S oc i 696 CONNECTS 8" W/L 1 TO STR #16 p 15 RCP STM 2 INV. =688. �t 606 37LFof1 " CL III CP at 2 3% N 600 cio Wi 11 11 c°Op II I- z 8 8 z z z N G I N E E R I N G PLANS FOR . 0100 0000 1400 14M 2#00 0400 0160 1400 °D 25 °" Eff rso 100 °' ` BLOCK 1 &BLOCK 3; WATER QUALITY, THE 7` EXISTING STORM SEWER & MS -19 WAS PREVIOUSLY ALBEMARLE COUNTY Christopher C. Mulligan DESIGNED IN ANTICIPATION OF THIS DEVELOPMENT STORM PROFILE FOR FINAL PLAN GENERAL NOTES s N ��, 031672 �Ai STR #23 - 21 SHOWN ON General Construction Notes ssr OVAL E�G�{ ALBEMARLE COUNTY SHEET 8 OF THESE PLANS 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 General construction notes for Erosion and Sediment Control plans lbs /acre, and in the months of September to February to consist a 50150 mix of Annual 1. Prior t R e a o any construction within any existing public right -of- -way, including connection to y gr ss and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May n - through any existing road, a permit shall be obtained from the Virginia Department of " " 3 N 0.4 RODS I. The plan approving authority must be notified one week prior to the pre - construction August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. - - CONT. Transportation (VDOT). This plan as drawn may not accurately reflect the requirements 2'-0' 7 3/4 conference, one week prior to the commencement of land disturbing activity, and one week S. During dewatering operations, water will be pumped into an approved filterin g device. Alternatives are subject to approved by the County erosion control inspector. of the permit. Where any discrepancies occur the requirements of the permit shall govern. 3" prior to the final inspection. 9. The contractor shall inspect all erasion control measures periodically and after each runoff 18. Permanent stabilization shall be lime and fertilizer, permanent seeding and mulch. 2. All materials and construction methods shall conform to currents specifications and _ I 2. All erosion and sediment control measures will be constructed and maintained accordin to producing rainfall event. Agricultural grade limestone shall be applied P 5' 9" g p g Any necessary repairs or cleanup to maintain the effectiveness of pp ed at 901bs/1000sf, incorporated into the top 4 -6 standards of VDOT unless otherwise noted. LONG �� _ I PAVEMENT minimum standards and specifications of the Virginia Erosion and Sediment Control the erosion control devices shall be made immediately. inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient 3. Erosion and siltation control measures shall be provided in accordance with the approved SURFACE Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control 10. All fill material to be taken from an approved, designated borrow area. mix. Permanent seeding shall be applied at 1801bs /acre and consist of 95% Kentucky 31 or p pP EDGE OF �: • �• • Regulations. Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be erosion control plan and shall be installed prior to any clearing, grading or other :• � � 11. All waste materials shall be �to an approved waste area. Earth fill shall be inert CUR `PAVEMENT I pp applied at 80lbs /l00sf. Alternatives are subject to approved by the County erosion control construction. f ';.;.:o N (o 3. All erosion and sediment control measures are to be placed prior to or as the first step in materials only, free of roots, stumps, wood, rubbish, and other debris. inspector. clearing. p 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at Ordinance section 5.1.28. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage ` ~ ` ` ` ` ` ` ` ` 1 : all times. or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned lesser slopes of 3:1 or better are to be achieved. �- ` �. ` �. ` ` ` ,. ,. ` �, �, ` �, ` �, ` �, 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of when 50% of the wet t s orage volume is filled with sediment. All seeded areas are to be 6. Paved rip-rap or stabilization mat lined ditch may be required when in the opinion of the -- C 5. Prior to commencing land disturbing activities in areas other than indicated on these plans Albemarle. p p Y q p ` `' ` `' `' ` ` ~ ,`. `' `' : ; reseeded when necessary to achieve a good stand of r County Engineer, or designee, it is deemed necessary in order to stabilize a drainage ' oDn ties&sta ; `- 3 `� ° • 3 `- �- 3 (including, but not limited to off -site borrow or waste areas the contractor shall submit a mY g grass. Silt fence and diversion dykes ( g' ) 14. Borrow, fill or waste activity invollving industrial -type power equipment shall be limited to which are collecting sediment to half their height must be cleaned and repaired immediately. channel. ' I � I @� - - ----- -•--- -- supplementary erosion control plan to the owner for review and approval by the plan the hours of 7:OOam to 9:OOpm. mm 20. All temporary erosion and sediment control measures are to be removed within 30 days of signs I � � I __� � �= 111- j - � - - approving authority. 15. Borrow, activity 7. All traffic control si s shall conform with the Virginia Manual for Uniform Traffic ; € s _. € I_,.,,,., ; . ; M ( fill or waste activi shall be conducted in a safe manner than maintains lateral final site stabilization, when measures are no longer needed, subject to approval b the I I._ - a 6. The contractor is responsible for installation of any additional erosion control measures J PP y Control Devices. support, or order to minimize any lhazard to persons, physical damage to adjacent land and County erosion control inspector. 2 -NO.4 RODS THRU necessary to prevent erosion and sedimentation as determined by the plan approving improvements, and damage to any public street because o slides, sinking, or collapse. 21. This plan shall 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. BASE AS SPECIFIED WHEELS,T OP & PAVEMENT authority. p be void if the owner does not obtain a permit within 1 year of the date of 9. All excavation for underground pipe installation must comply with OSHA Standards for MIN. 18 LONG. 16. The developer shall reserve the riglht to install, maintain, remove or convert to permanent approval. (Water Protection Ordinance section 17- 204G.) the Construction Industry (29 CFR Part 1926). BUMPER BLOCK DETAIL 7. All disturbed areas are to drain to approved sediment control measures at all times during stormwater management facilities where applicable all erosion control measures required b g pp q Y 22. Permanent vegetation shall be installed on all denuded areas within nine 9 months after the NOT s land disturbing activities and during site development until final stabilization is achieved. this plan regardless of the sale of amy lot, unit, building or other portion of the property. date the land disturbing activity commenced. ( ) g ty (Water Protection Ordinance section 17- 211B) OLD TRAIL- 8053\BLOCKS 1831BLOCK 18�3C�BLOCKBC- BASE.pyyG , a z w �W N= (D co CM co Iq Q �0 aj Z 0 cc V Q �W 9;@ O U W o ? Q cc� W Q o' .J Z N _ cam, 0 Z� UN v y, cc LU ('3 O tL UZ wLO �) F-O rz a: W CL n � W ^� CO W Z Z CW 0- REVISIONS DATE June 9, 2015 Scale 1"=50' Horizontal 1"=5' Vertical U W M >- co rj X W V < !g O 205 `` J Qs >tn �a - w J06 MW cr Z CO 0�� I- Y W W 0 w1 � JV °a O � O Q o o6 FILE NUMBER 8053 SHEET 6of13'''" 9'+00 10#00 10#60 11400 11400 12400 12400 13#00 13+60 14#00 14480 � � v � 6MI 440 124eo 13400 13430 � o r< iftANUS TO BE AS xx STREET APPROACH SfdE SiNtFAC6"ui: GENERAL NOTES I AS MAINLINE ROADWAY i$EE INOTE 89 SHOWN DN PLAwsP C CNN CG -fi iS USED FOR STPEET CONNORDAN S THE I AASH 0 ON POLICY A NBE HES'APP I IN E REOURRE TS kR OWN Ttk 8E AS OF THE FOOT AND THE APPLICABLE tCLUDI T£SNTS e RAd%{ CYJh63NATISih' SHOWN .Olt PLANS) LIP THE 'ifRE ROAD OESx.N MAliNAi„ INq.BifitlG SMHT � GibIB BddCk,GUYTER aXSTAMOE RECNIN'tEt�NT o. C0� ®, kSEE HATE 73 .._ ...............:._...t....w '' '� i'' f". 2• TiNNVG RE NQL8RE3.a£NTS )iiTiC,#'ATEllCAT M ."+AE'WALK j I`•^ iRAFFiC THE C£PTH FOR S#EWALK & CURB RAMPS (SEE NOTE 2? I I ` . Wiii1N 'I'HIT EfbBYS CtW THE RAC04NULD M£ 6" y, OPTIONAi 8" INCREASED TO 7°'. .-�. EXPANSION I FL{aW - 3, `Nt�d3 iPSfL� IN Gt3H+#.A�Tlk7N WtTi! SF##5#iP? 5#3-3 E%PPTNSl43N �.- ... -_.� � ._._...... OR GK; 7. THE C4.R& FACE ON THNS STAAARO tS T(3.. EXPANSE EE Ap rTE1O TO. MATCH THE MOUNTABLE CURB CpNFiCURATiON, NOTE. WIDTH "B" 2'-0" OR AS .. �' 4 SEE SThPN3ARD CG -Yd FOR CURB RAMP DESIGN TO BE SHOWN ON TYPICAL SECTION, A-J MA$q,9E ROADWAY .USE° "TH THIS STANOARO. B. OPTK1NAk.. FLOWLRNE WAY REQUIRE WARPING Of PLAN VIEW PORTION DE GUTTER TO PRECLUDE PONDING,, OF WATER. ENTRANCE NOTES MA'tN.NE ROADWAY SLOPE ENTRANCE PLANS ARE TO NEACATE WHEN CONSTRWTION OF A FLOW Kl' PAR k: AEiOL CURVE THE IS R5'"RE€3 TO PROVIDE PgSTT?Y£ DRAINAGE AGR4U„5a EDGE OF SN4tN.D£R OR 8 X MAX. TttE ENTRANCE. OPTIONAL FLOW La< SLOPE CRAME ..®. D 7. 1I PAVEMENT SHAH 0E CONSTRUCTED TA TtE. ,,,-. •..• -°°' , RfW Lk %Ex£EP'T ANY GRAYS. STA£lp,i2ATK). ._.::. �...�,..� - _.,,,. _.,,,,, ...... MAR+EINE' R0at7WAY ....: :... ....- _..._.. RE'�NiE[# FOR MhK.Y -iE PAYEM6NT �H OAi# 8E 8% MAX. �. �... -._. O iWYYTEV N THE EiiTRAVCE.) SEOPE C#€ANGE -.._ & RADIAL CURS OR c�iATigW CL92R GUTTER �� " ° "'°- -.. D SHALL NOT HE C TRtiCTEO BEYtk6i44 , L[dJ€' EXCEPT FOR REPLACEMENT PIJkPOSES. 25i` 6 kADW FOR 9. THE DESIRABLE MCI AIMMUM ENTRANCE i= GC 6 51WN. CI'WENCIAL ENTRANCE D" ARE USTEO IN THE ALLOWABLE'ENTRA'4CE CR++6£ TALE. THESE VALUES ME NOT APPLICABLE TO STRME t M. CONSTRUCT GRANDE CHANGES WITH A PARABOUC CURVE. "ONNECTBCMVS. SECTION A ^ A ALLOWABLE ENTRANCE GRACE CHANGE: GRADE SHOE OE ENTRANCE VOLtNAE "D" B SIRAELB. MA %WKN.t 3 NGH MORE THAN 1500 VPO D% 3 X MEDLIW 500.1500 VPG 53x BX CifS >.: A3 LOW LESS THAN WO VPO SST H x fN.ESJ _ . -!.. • - . ' a"_ ' NOTE, ALLOWABLE ENTRANCE GiYAOE TA[A,E M NOT aOnmR€ £ n. *- * APPLICADU To STREET C A ECTKNNS SECTION C -C SPECIFICATION REFERENCE METHOD OF TREATMENT- CONNECTION FOR STREET INTERSECTIONS 50z AND COMMERCIAL ENTRANCES REV W07 'IRG"A DEPARTMENT OF TRXd+Y.. "TArION 2D3.C44 X000 D00 It 11 %1 ~ SCALE 1" = 50' HORIZONTAL SCALE 1" a 5' VERTICAL �`yT$ o.F �1 ALL INFORMATION SHOWN OUTSIDE �, ° 05 , o THE DISTURBANCE AREA WAS DESIGNED USING Z a. Z Z Z APPROVED COLLINS E 24W 2440 700 606 676 3#00 STORM PROFILE STR #416 n#4 616) a LO $Of In prpC" C14 4" W N � (a � J tarp J (p Z N~� • N� JI- D 1 2-> >_ o °c3a 700 S oc i 696 CONNECTS 8" W/L 1 TO STR #16 p 15 RCP STM 2 INV. =688. �t 606 37LFof1 " CL III CP at 2 3% N 600 cio Wi 11 11 c°Op II I- z 8 8 z z z N G I N E E R I N G PLANS FOR . 0100 0000 1400 14M 2#00 0400 0160 1400 °D 25 °" Eff rso 100 °' ` BLOCK 1 &BLOCK 3; WATER QUALITY, THE 7` EXISTING STORM SEWER & MS -19 WAS PREVIOUSLY ALBEMARLE COUNTY Christopher C. Mulligan DESIGNED IN ANTICIPATION OF THIS DEVELOPMENT STORM PROFILE FOR FINAL PLAN GENERAL NOTES s N ��, 031672 �Ai STR #23 - 21 SHOWN ON General Construction Notes ssr OVAL E�G�{ ALBEMARLE COUNTY SHEET 8 OF THESE PLANS 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 General construction notes for Erosion and Sediment Control plans lbs /acre, and in the months of September to February to consist a 50150 mix of Annual 1. Prior t R e a o any construction within any existing public right -of- -way, including connection to y gr ss and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May n - through any existing road, a permit shall be obtained from the Virginia Department of " " 3 N 0.4 RODS I. The plan approving authority must be notified one week prior to the pre - construction August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. - - CONT. Transportation (VDOT). This plan as drawn may not accurately reflect the requirements 2'-0' 7 3/4 conference, one week prior to the commencement of land disturbing activity, and one week S. During dewatering operations, water will be pumped into an approved filterin g device. Alternatives are subject to approved by the County erosion control inspector. of the permit. Where any discrepancies occur the requirements of the permit shall govern. 3" prior to the final inspection. 9. The contractor shall inspect all erasion control measures periodically and after each runoff 18. Permanent stabilization shall be lime and fertilizer, permanent seeding and mulch. 2. All materials and construction methods shall conform to currents specifications and _ I 2. All erosion and sediment control measures will be constructed and maintained accordin to producing rainfall event. Agricultural grade limestone shall be applied P 5' 9" g p g Any necessary repairs or cleanup to maintain the effectiveness of pp ed at 901bs/1000sf, incorporated into the top 4 -6 standards of VDOT unless otherwise noted. LONG �� _ I PAVEMENT minimum standards and specifications of the Virginia Erosion and Sediment Control the erosion control devices shall be made immediately. inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient 3. Erosion and siltation control measures shall be provided in accordance with the approved SURFACE Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control 10. All fill material to be taken from an approved, designated borrow area. mix. Permanent seeding shall be applied at 1801bs /acre and consist of 95% Kentucky 31 or p pP EDGE OF �: • �• • Regulations. Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be erosion control plan and shall be installed prior to any clearing, grading or other :• � � 11. All waste materials shall be �to an approved waste area. Earth fill shall be inert CUR `PAVEMENT I pp applied at 80lbs /l00sf. Alternatives are subject to approved by the County erosion control construction. f ';.;.:o N (o 3. All erosion and sediment control measures are to be placed prior to or as the first step in materials only, free of roots, stumps, wood, rubbish, and other debris. inspector. clearing. p 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at Ordinance section 5.1.28. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage ` ~ ` ` ` ` ` ` ` ` 1 : all times. or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned lesser slopes of 3:1 or better are to be achieved. �- ` �. ` �. ` ` ` ,. ,. ` �, �, ` �, ` �, ` �, 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of when 50% of the wet t s orage volume is filled with sediment. All seeded areas are to be 6. Paved rip-rap or stabilization mat lined ditch may be required when in the opinion of the -- C 5. Prior to commencing land disturbing activities in areas other than indicated on these plans Albemarle. p p Y q p ` `' ` `' `' ` ` ~ ,`. `' `' : ; reseeded when necessary to achieve a good stand of r County Engineer, or designee, it is deemed necessary in order to stabilize a drainage ' oDn ties&sta ; `- 3 `� ° • 3 `- �- 3 (including, but not limited to off -site borrow or waste areas the contractor shall submit a mY g grass. Silt fence and diversion dykes ( g' ) 14. Borrow, fill or waste activity invollving industrial -type power equipment shall be limited to which are collecting sediment to half their height must be cleaned and repaired immediately. channel. ' I � I @� - - ----- -•--- -- supplementary erosion control plan to the owner for review and approval by the plan the hours of 7:OOam to 9:OOpm. mm 20. All temporary erosion and sediment control measures are to be removed within 30 days of signs I � � I __� � �= 111- j - � - - approving authority. 15. Borrow, activity 7. All traffic control si s shall conform with the Virginia Manual for Uniform Traffic ; € s _. € I_,.,,,., ; . ; M ( fill or waste activi shall be conducted in a safe manner than maintains lateral final site stabilization, when measures are no longer needed, subject to approval b the I I._ - a 6. The contractor is responsible for installation of any additional erosion control measures J PP y Control Devices. support, or order to minimize any lhazard to persons, physical damage to adjacent land and County erosion control inspector. 2 -NO.4 RODS THRU necessary to prevent erosion and sedimentation as determined by the plan approving improvements, and damage to any public street because o slides, sinking, or collapse. 21. This plan shall 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. BASE AS SPECIFIED WHEELS,T OP & PAVEMENT authority. p be void if the owner does not obtain a permit within 1 year of the date of 9. All excavation for underground pipe installation must comply with OSHA Standards for MIN. 18 LONG. 16. The developer shall reserve the riglht to install, maintain, remove or convert to permanent approval. (Water Protection Ordinance section 17- 204G.) the Construction Industry (29 CFR Part 1926). BUMPER BLOCK DETAIL 7. All disturbed areas are to drain to approved sediment control measures at all times during stormwater management facilities where applicable all erosion control measures required b g pp q Y 22. Permanent vegetation shall be installed on all denuded areas within nine 9 months after the NOT s land disturbing activities and during site development until final stabilization is achieved. this plan regardless of the sale of amy lot, unit, building or other portion of the property. date the land disturbing activity commenced. ( ) g ty (Water Protection Ordinance section 17- 211B) OLD TRAIL- 8053\BLOCKS 1831BLOCK 18�3C�BLOCKBC- BASE.pyyG , a z w �W N= (D co CM co Iq Q �0 aj Z 0 cc V Q �W 9;@ O U W o ? Q cc� W Q o' .J Z N _ cam, 0 Z� UN v y, cc LU ('3 O tL UZ wLO �) F-O rz a: W CL n � W ^� CO W Z Z CW 0- REVISIONS DATE June 9, 2015 Scale 1"=50' Horizontal 1"=5' Vertical U W M >- co rj X W V < !g O 205 `` J Qs >tn �a - w J06 MW cr Z CO 0�� I- Y W W 0 w1 � JV °a O � O Q o o6 FILE NUMBER 8053 SHEET 6of13'''" X000 D00 It 11 %1 ~ SCALE 1" = 50' HORIZONTAL SCALE 1" a 5' VERTICAL �`yT$ o.F �1 ALL INFORMATION SHOWN OUTSIDE �, ° 05 , o THE DISTURBANCE AREA WAS DESIGNED USING Z a. Z Z Z APPROVED COLLINS E 24W 2440 700 606 676 3#00 STORM PROFILE STR #416 n#4 616) a LO $Of In prpC" C14 4" W N � (a � J tarp J (p Z N~� • N� JI- D 1 2-> >_ o °c3a 700 S oc i 696 CONNECTS 8" W/L 1 TO STR #16 p 15 RCP STM 2 INV. =688. �t 606 37LFof1 " CL III CP at 2 3% N 600 cio Wi 11 11 c°Op II I- z 8 8 z z z N G I N E E R I N G PLANS FOR . 0100 0000 1400 14M 2#00 0400 0160 1400 °D 25 °" Eff rso 100 °' ` BLOCK 1 &BLOCK 3; WATER QUALITY, THE 7` EXISTING STORM SEWER & MS -19 WAS PREVIOUSLY ALBEMARLE COUNTY Christopher C. Mulligan DESIGNED IN ANTICIPATION OF THIS DEVELOPMENT STORM PROFILE FOR FINAL PLAN GENERAL NOTES s N ��, 031672 �Ai STR #23 - 21 SHOWN ON General Construction Notes ssr OVAL E�G�{ ALBEMARLE COUNTY SHEET 8 OF THESE PLANS 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 General construction notes for Erosion and Sediment Control plans lbs /acre, and in the months of September to February to consist a 50150 mix of Annual 1. Prior t R e a o any construction within any existing public right -of- -way, including connection to y gr ss and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May n - through any existing road, a permit shall be obtained from the Virginia Department of " " 3 N 0.4 RODS I. The plan approving authority must be notified one week prior to the pre - construction August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. - - CONT. Transportation (VDOT). This plan as drawn may not accurately reflect the requirements 2'-0' 7 3/4 conference, one week prior to the commencement of land disturbing activity, and one week S. During dewatering operations, water will be pumped into an approved filterin g device. Alternatives are subject to approved by the County erosion control inspector. of the permit. Where any discrepancies occur the requirements of the permit shall govern. 3" prior to the final inspection. 9. The contractor shall inspect all erasion control measures periodically and after each runoff 18. Permanent stabilization shall be lime and fertilizer, permanent seeding and mulch. 2. All materials and construction methods shall conform to currents specifications and _ I 2. All erosion and sediment control measures will be constructed and maintained accordin to producing rainfall event. Agricultural grade limestone shall be applied P 5' 9" g p g Any necessary repairs or cleanup to maintain the effectiveness of pp ed at 901bs/1000sf, incorporated into the top 4 -6 standards of VDOT unless otherwise noted. LONG �� _ I PAVEMENT minimum standards and specifications of the Virginia Erosion and Sediment Control the erosion control devices shall be made immediately. inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient 3. Erosion and siltation control measures shall be provided in accordance with the approved SURFACE Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control 10. All fill material to be taken from an approved, designated borrow area. mix. Permanent seeding shall be applied at 1801bs /acre and consist of 95% Kentucky 31 or p pP EDGE OF �: • �• • Regulations. Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be erosion control plan and shall be installed prior to any clearing, grading or other :• � � 11. All waste materials shall be �to an approved waste area. Earth fill shall be inert CUR `PAVEMENT I pp applied at 80lbs /l00sf. Alternatives are subject to approved by the County erosion control construction. f ';.;.:o N (o 3. All erosion and sediment control measures are to be placed prior to or as the first step in materials only, free of roots, stumps, wood, rubbish, and other debris. inspector. clearing. p 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at Ordinance section 5.1.28. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage ` ~ ` ` ` ` ` ` ` ` 1 : all times. or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned lesser slopes of 3:1 or better are to be achieved. �- ` �. ` �. ` ` ` ,. ,. ` �, �, ` �, ` �, ` �, 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of when 50% of the wet t s orage volume is filled with sediment. All seeded areas are to be 6. Paved rip-rap or stabilization mat lined ditch may be required when in the opinion of the -- C 5. Prior to commencing land disturbing activities in areas other than indicated on these plans Albemarle. p p Y q p ` `' ` `' `' ` ` ~ ,`. `' `' : ; reseeded when necessary to achieve a good stand of r County Engineer, or designee, it is deemed necessary in order to stabilize a drainage ' oDn ties&sta ; `- 3 `� ° • 3 `- �- 3 (including, but not limited to off -site borrow or waste areas the contractor shall submit a mY g grass. Silt fence and diversion dykes ( g' ) 14. Borrow, fill or waste activity invollving industrial -type power equipment shall be limited to which are collecting sediment to half their height must be cleaned and repaired immediately. channel. ' I � I @� - - ----- -•--- -- supplementary erosion control plan to the owner for review and approval by the plan the hours of 7:OOam to 9:OOpm. mm 20. All temporary erosion and sediment control measures are to be removed within 30 days of signs I � � I __� � �= 111- j - � - - approving authority. 15. Borrow, activity 7. All traffic control si s shall conform with the Virginia Manual for Uniform Traffic ; € s _. € I_,.,,,., ; . ; M ( fill or waste activi shall be conducted in a safe manner than maintains lateral final site stabilization, when measures are no longer needed, subject to approval b the I I._ - a 6. The contractor is responsible for installation of any additional erosion control measures J PP y Control Devices. support, or order to minimize any lhazard to persons, physical damage to adjacent land and County erosion control inspector. 2 -NO.4 RODS THRU necessary to prevent erosion and sedimentation as determined by the plan approving improvements, and damage to any public street because o slides, sinking, or collapse. 21. This plan shall 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. BASE AS SPECIFIED WHEELS,T OP & PAVEMENT authority. p be void if the owner does not obtain a permit within 1 year of the date of 9. All excavation for underground pipe installation must comply with OSHA Standards for MIN. 18 LONG. 16. The developer shall reserve the riglht to install, maintain, remove or convert to permanent approval. (Water Protection Ordinance section 17- 204G.) the Construction Industry (29 CFR Part 1926). BUMPER BLOCK DETAIL 7. All disturbed areas are to drain to approved sediment control measures at all times during stormwater management facilities where applicable all erosion control measures required b g pp q Y 22. Permanent vegetation shall be installed on all denuded areas within nine 9 months after the NOT s land disturbing activities and during site development until final stabilization is achieved. this plan regardless of the sale of amy lot, unit, building or other portion of the property. date the land disturbing activity commenced. ( ) g ty (Water Protection Ordinance section 17- 211B) OLD TRAIL- 8053\BLOCKS 1831BLOCK 18�3C�BLOCKBC- BASE.pyyG , a z w �W N= (D co CM co Iq Q �0 aj Z 0 cc V Q �W 9;@ O U W o ? Q cc� W Q o' .J Z N _ cam, 0 Z� UN v y, cc LU ('3 O tL UZ wLO �) F-O rz a: W CL n � W ^� CO W Z Z CW 0- REVISIONS DATE June 9, 2015 Scale 1"=50' Horizontal 1"=5' Vertical U W M >- co rj X W V < !g O 205 `` J Qs >tn �a - w J06 MW cr Z CO 0�� I- Y W W 0 w1 � JV °a O � O Q o o6 FILE NUMBER 8053 SHEET 6of13'''" 24W 2440 700 606 676 3#00 STORM PROFILE STR #416 n#4 616) a LO $Of In prpC" C14 4" W N � (a � J tarp J (p Z N~� • N� JI- D 1 2-> >_ o °c3a 700 S oc i 696 CONNECTS 8" W/L 1 TO STR #16 p 15 RCP STM 2 INV. =688. �t 606 37LFof1 " CL III CP at 2 3% N 600 cio Wi 11 11 c°Op II I- z 8 8 z z z N G I N E E R I N G PLANS FOR . 0100 0000 1400 14M 2#00 0400 0160 1400 °D 25 °" Eff rso 100 °' ` BLOCK 1 &BLOCK 3; WATER QUALITY, THE 7` EXISTING STORM SEWER & MS -19 WAS PREVIOUSLY ALBEMARLE COUNTY Christopher C. Mulligan DESIGNED IN ANTICIPATION OF THIS DEVELOPMENT STORM PROFILE FOR FINAL PLAN GENERAL NOTES s N ��, 031672 �Ai STR #23 - 21 SHOWN ON General Construction Notes ssr OVAL E�G�{ ALBEMARLE COUNTY SHEET 8 OF THESE PLANS 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 General construction notes for Erosion and Sediment Control plans lbs /acre, and in the months of September to February to consist a 50150 mix of Annual 1. Prior t R e a o any construction within any existing public right -of- -way, including connection to y gr ss and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May n - through any existing road, a permit shall be obtained from the Virginia Department of " " 3 N 0.4 RODS I. The plan approving authority must be notified one week prior to the pre - construction August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. - - CONT. Transportation (VDOT). This plan as drawn may not accurately reflect the requirements 2'-0' 7 3/4 conference, one week prior to the commencement of land disturbing activity, and one week S. During dewatering operations, water will be pumped into an approved filterin g device. Alternatives are subject to approved by the County erosion control inspector. of the permit. Where any discrepancies occur the requirements of the permit shall govern. 3" prior to the final inspection. 9. The contractor shall inspect all erasion control measures periodically and after each runoff 18. Permanent stabilization shall be lime and fertilizer, permanent seeding and mulch. 2. All materials and construction methods shall conform to currents specifications and _ I 2. All erosion and sediment control measures will be constructed and maintained accordin to producing rainfall event. Agricultural grade limestone shall be applied P 5' 9" g p g Any necessary repairs or cleanup to maintain the effectiveness of pp ed at 901bs/1000sf, incorporated into the top 4 -6 standards of VDOT unless otherwise noted. LONG �� _ I PAVEMENT minimum standards and specifications of the Virginia Erosion and Sediment Control the erosion control devices shall be made immediately. inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient 3. Erosion and siltation control measures shall be provided in accordance with the approved SURFACE Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control 10. All fill material to be taken from an approved, designated borrow area. mix. Permanent seeding shall be applied at 1801bs /acre and consist of 95% Kentucky 31 or p pP EDGE OF �: • �• • Regulations. Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be erosion control plan and shall be installed prior to any clearing, grading or other :• � � 11. All waste materials shall be �to an approved waste area. Earth fill shall be inert CUR `PAVEMENT I pp applied at 80lbs /l00sf. Alternatives are subject to approved by the County erosion control construction. f ';.;.:o N (o 3. All erosion and sediment control measures are to be placed prior to or as the first step in materials only, free of roots, stumps, wood, rubbish, and other debris. inspector. clearing. p 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at Ordinance section 5.1.28. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage ` ~ ` ` ` ` ` ` ` ` 1 : all times. or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned lesser slopes of 3:1 or better are to be achieved. �- ` �. ` �. ` ` ` ,. ,. ` �, �, ` �, ` �, ` �, 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of when 50% of the wet t s orage volume is filled with sediment. All seeded areas are to be 6. Paved rip-rap or stabilization mat lined ditch may be required when in the opinion of the -- C 5. Prior to commencing land disturbing activities in areas other than indicated on these plans Albemarle. p p Y q p ` `' ` `' `' ` ` ~ ,`. `' `' : ; reseeded when necessary to achieve a good stand of r County Engineer, or designee, it is deemed necessary in order to stabilize a drainage ' oDn ties&sta ; `- 3 `� ° • 3 `- �- 3 (including, but not limited to off -site borrow or waste areas the contractor shall submit a mY g grass. Silt fence and diversion dykes ( g' ) 14. Borrow, fill or waste activity invollving industrial -type power equipment shall be limited to which are collecting sediment to half their height must be cleaned and repaired immediately. channel. ' I � I @� - - ----- -•--- -- supplementary erosion control plan to the owner for review and approval by the plan the hours of 7:OOam to 9:OOpm. mm 20. All temporary erosion and sediment control measures are to be removed within 30 days of signs I � � I __� � �= 111- j - � - - approving authority. 15. Borrow, activity 7. All traffic control si s shall conform with the Virginia Manual for Uniform Traffic ; € s _. € I_,.,,,., ; . ; M ( fill or waste activi shall be conducted in a safe manner than maintains lateral final site stabilization, when measures are no longer needed, subject to approval b the I I._ - a 6. The contractor is responsible for installation of any additional erosion control measures J PP y Control Devices. support, or order to minimize any lhazard to persons, physical damage to adjacent land and County erosion control inspector. 2 -NO.4 RODS THRU necessary to prevent erosion and sedimentation as determined by the plan approving improvements, and damage to any public street because o slides, sinking, or collapse. 21. This plan shall 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. BASE AS SPECIFIED WHEELS,T OP & PAVEMENT authority. p be void if the owner does not obtain a permit within 1 year of the date of 9. All excavation for underground pipe installation must comply with OSHA Standards for MIN. 18 LONG. 16. The developer shall reserve the riglht to install, maintain, remove or convert to permanent approval. (Water Protection Ordinance section 17- 204G.) the Construction Industry (29 CFR Part 1926). BUMPER BLOCK DETAIL 7. All disturbed areas are to drain to approved sediment control measures at all times during stormwater management facilities where applicable all erosion control measures required b g pp q Y 22. Permanent vegetation shall be installed on all denuded areas within nine 9 months after the NOT s land disturbing activities and during site development until final stabilization is achieved. this plan regardless of the sale of amy lot, unit, building or other portion of the property. date the land disturbing activity commenced. ( ) g ty (Water Protection Ordinance section 17- 211B) OLD TRAIL- 8053\BLOCKS 1831BLOCK 18�3C�BLOCKBC- BASE.pyyG , a z w �W N= (D co CM co Iq Q �0 aj Z 0 cc V Q �W 9;@ O U W o ? Q cc� W Q o' .J Z N _ cam, 0 Z� UN v y, cc LU ('3 O tL UZ wLO �) F-O rz a: W CL n � W ^� CO W Z Z CW 0- REVISIONS DATE June 9, 2015 Scale 1"=50' Horizontal 1"=5' Vertical U W M >- co rj X W V < !g O 205 `` J Qs >tn �a - w J06 MW cr Z CO 0�� I- Y W W 0 w1 � JV °a O � O Q o o6 FILE NUMBER 8053 SHEET 6of13'''" N G I N E E R I N G PLANS FOR . 0100 0000 1400 14M 2#00 0400 0160 1400 °D 25 °" Eff rso 100 °' ` BLOCK 1 &BLOCK 3; WATER QUALITY, THE 7` EXISTING STORM SEWER & MS -19 WAS PREVIOUSLY ALBEMARLE COUNTY Christopher C. Mulligan DESIGNED IN ANTICIPATION OF THIS DEVELOPMENT STORM PROFILE FOR FINAL PLAN GENERAL NOTES s N ��, 031672 �Ai STR #23 - 21 SHOWN ON General Construction Notes ssr OVAL E�G�{ ALBEMARLE COUNTY SHEET 8 OF THESE PLANS 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 General construction notes for Erosion and Sediment Control plans lbs /acre, and in the months of September to February to consist a 50150 mix of Annual 1. Prior t R e a o any construction within any existing public right -of- -way, including connection to y gr ss and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May n - through any existing road, a permit shall be obtained from the Virginia Department of " " 3 N 0.4 RODS I. The plan approving authority must be notified one week prior to the pre - construction August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. - - CONT. Transportation (VDOT). This plan as drawn may not accurately reflect the requirements 2'-0' 7 3/4 conference, one week prior to the commencement of land disturbing activity, and one week S. During dewatering operations, water will be pumped into an approved filterin g device. Alternatives are subject to approved by the County erosion control inspector. of the permit. Where any discrepancies occur the requirements of the permit shall govern. 3" prior to the final inspection. 9. The contractor shall inspect all erasion control measures periodically and after each runoff 18. Permanent stabilization shall be lime and fertilizer, permanent seeding and mulch. 2. All materials and construction methods shall conform to currents specifications and _ I 2. All erosion and sediment control measures will be constructed and maintained accordin to producing rainfall event. Agricultural grade limestone shall be applied P 5' 9" g p g Any necessary repairs or cleanup to maintain the effectiveness of pp ed at 901bs/1000sf, incorporated into the top 4 -6 standards of VDOT unless otherwise noted. LONG �� _ I PAVEMENT minimum standards and specifications of the Virginia Erosion and Sediment Control the erosion control devices shall be made immediately. inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient 3. Erosion and siltation control measures shall be provided in accordance with the approved SURFACE Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control 10. All fill material to be taken from an approved, designated borrow area. mix. Permanent seeding shall be applied at 1801bs /acre and consist of 95% Kentucky 31 or p pP EDGE OF �: • �• • Regulations. Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be erosion control plan and shall be installed prior to any clearing, grading or other :• � � 11. All waste materials shall be �to an approved waste area. Earth fill shall be inert CUR `PAVEMENT I pp applied at 80lbs /l00sf. Alternatives are subject to approved by the County erosion control construction. f ';.;.:o N (o 3. All erosion and sediment control measures are to be placed prior to or as the first step in materials only, free of roots, stumps, wood, rubbish, and other debris. inspector. clearing. p 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at Ordinance section 5.1.28. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage ` ~ ` ` ` ` ` ` ` ` 1 : all times. or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned lesser slopes of 3:1 or better are to be achieved. �- ` �. ` �. ` ` ` ,. ,. ` �, �, ` �, ` �, ` �, 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of when 50% of the wet t s orage volume is filled with sediment. All seeded areas are to be 6. Paved rip-rap or stabilization mat lined ditch may be required when in the opinion of the -- C 5. Prior to commencing land disturbing activities in areas other than indicated on these plans Albemarle. p p Y q p ` `' ` `' `' ` ` ~ ,`. `' `' : ; reseeded when necessary to achieve a good stand of r County Engineer, or designee, it is deemed necessary in order to stabilize a drainage ' oDn ties&sta ; `- 3 `� ° • 3 `- �- 3 (including, but not limited to off -site borrow or waste areas the contractor shall submit a mY g grass. Silt fence and diversion dykes ( g' ) 14. Borrow, fill or waste activity invollving industrial -type power equipment shall be limited to which are collecting sediment to half their height must be cleaned and repaired immediately. channel. ' I � I @� - - ----- -•--- -- supplementary erosion control plan to the owner for review and approval by the plan the hours of 7:OOam to 9:OOpm. mm 20. All temporary erosion and sediment control measures are to be removed within 30 days of signs I � � I __� � �= 111- j - � - - approving authority. 15. Borrow, activity 7. All traffic control si s shall conform with the Virginia Manual for Uniform Traffic ; € s _. € I_,.,,,., ; . ; M ( fill or waste activi shall be conducted in a safe manner than maintains lateral final site stabilization, when measures are no longer needed, subject to approval b the I I._ - a 6. The contractor is responsible for installation of any additional erosion control measures J PP y Control Devices. support, or order to minimize any lhazard to persons, physical damage to adjacent land and County erosion control inspector. 2 -NO.4 RODS THRU necessary to prevent erosion and sedimentation as determined by the plan approving improvements, and damage to any public street because o slides, sinking, or collapse. 21. This plan shall 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. BASE AS SPECIFIED WHEELS,T OP & PAVEMENT authority. p be void if the owner does not obtain a permit within 1 year of the date of 9. All excavation for underground pipe installation must comply with OSHA Standards for MIN. 18 LONG. 16. The developer shall reserve the riglht to install, maintain, remove or convert to permanent approval. (Water Protection Ordinance section 17- 204G.) the Construction Industry (29 CFR Part 1926). BUMPER BLOCK DETAIL 7. All disturbed areas are to drain to approved sediment control measures at all times during stormwater management facilities where applicable all erosion control measures required b g pp q Y 22. Permanent vegetation shall be installed on all denuded areas within nine 9 months after the NOT s land disturbing activities and during site development until final stabilization is achieved. this plan regardless of the sale of amy lot, unit, building or other portion of the property. date the land disturbing activity commenced. ( ) g ty (Water Protection Ordinance section 17- 211B) OLD TRAIL- 8053\BLOCKS 1831BLOCK 18�3C�BLOCKBC- BASE.pyyG , a z w �W N= (D co CM co Iq Q �0 aj Z 0 cc V Q �W 9;@ O U W o ? Q cc� W Q o' .J Z N _ cam, 0 Z� UN v y, cc LU ('3 O tL UZ wLO �) F-O rz a: W CL n � W ^� CO W Z Z CW 0- REVISIONS DATE June 9, 2015 Scale 1"=50' Horizontal 1"=5' Vertical U W M >- co rj X W V < !g O 205 `` J Qs >tn �a - w J06 MW cr Z CO 0�� I- Y W W 0 w1 � JV °a O � O Q o o6 FILE NUMBER 8053 SHEET 6of13'''" a z w �W N= (D co CM co Iq Q �0 aj Z 0 cc V Q �W 9;@ O U W o ? Q cc� W Q o' .J Z N _ cam, 0 Z� UN v y, cc LU ('3 O tL UZ wLO �) F-O rz a: W CL n � W ^� CO W Z Z CW 0- REVISIONS DATE June 9, 2015 Scale 1"=50' Horizontal 1"=5' Vertical U W M >- co rj X W V < !g O 205 `` J Qs >tn �a - w J06 MW cr Z CO 0�� I- Y W W 0 w1 � JV °a O � O Q o o6 FILE NUMBER 8053 SHEET 6of13'''" REVISIONS DATE June 9, 2015 Scale 1"=50' Horizontal 1"=5' Vertical U W M >- co rj X W V < !g O 205 `` J Qs >tn �a - w J06 MW cr Z CO 0�� I- Y W W 0 w1 � JV °a O � O Q o o6 FILE NUMBER 8053 SHEET 6of13'''" U. a- TD-6 w J z 76 12" FLEXIBLE CONNECTION _ WATH STAINLESS STEEL BAND 10 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 114" : 1' MIN BRANCH 2" NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE; w CONNECTION " BOOT " Ld INSTALLED 0 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S -I -B THREADED COUPLING VARIES PVC NIPPLE AND CAP SIZE BRANCH AND VARIES ALVE BOX PVC SLEEVE b BRASS NIPPLE AND CAP VALVE THE SAME AS LUBRICATE ALL THREADS WATER MAIN -- .I GENERAL WATER & SEWER CONDITIONS F"" 06, 2013 1. WORK SHALL BE SUBJECT TO INSPECTION BY Al BEMARLIE COUNTY SERVICE AUTHORITY ASGA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT INECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY: 3. ALL MATERIALS AND CONSTRIJC71ON SHALL COMPLY WITH THE CURRENT EDITION OF THE GEINERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY (1- 800 - 552 - 700111 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FRIOM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHIES 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED N THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS, EFFECTIVE JANUARY 04, 2014(SENATE BILL 3874, WHICH MODIFIES THE SAFE DMI NG WATER ACT). � N PUJG THRUST BLOCK do METER BOX (SEE FIG. W-7) 7 - I- VARIES I: __ VALVE BOX NO. 57 STONE M.J. FITIING �2+ PIPE SLOPED TO DRAIN IF ROD VALVE 2" GALV. OR GRADE ALLOWS VARIES VARIES BRASS PIPE TEE PLUG In THREADED TAP ON -LINE DEAD END (TYPE "B ") (TYPE "A ") TYPICAL BLOW -OFF ASSEMBLY PLACE 5' GALV. " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 70 HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE M.J. GATE VALVE LID 40M EQUAL 2500 P.S.I. CONCRETE 2'x 2' BEARINGAREA. NOTE : W REMOTE SAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 8" 21B ASPH LTSE a 1.0' 1 2' 12' 1.0' FACE �� TYPICAL REAR ALLEY SECTION ALLEY TO SERVE LOTS 14 -20 - PRIVATE N.T.S. NTS FIG. W -8 TD -26 In m ROR USE ON ATTACHED MOLE 1.�.�. FAMLY R01110111AL SERMCES OR TEE IiESIOQ ICN 111AL AND IR IQAT SERVM STATION 18' PRIVATE ACCESS EASEMENT PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION LjNO PAVEMENT CROSS SLOPES VARY 21 B :: 4 VDOT 21B • 1 REFER TO PLAN FOR L:OCA71ON OF CG-2, CG-6, ROLL -TROP & C&C TRANSITIONS FIT MM o O CU.YD. STONE BASE DUAL SERVICE HI Ashlar Avenue 0 +0 - 4 +05 1,645 15ASPSM 5 1-1/2" 3 1 7. .� COLLECTOR COIPLAID OR 19= \ d 250 10' -12' 1-1/2" In TtPEE 6" FOR I.I E ON OETAC IED PRIVATE ALLEY ONSITE SOFT R 10' -12' SMILE FAMLY 11113108M AI. 2.60 8" m 8" 21B ASPH LTSE a 1.0' 1 2' 12' 1.0' FACE �� TYPICAL REAR ALLEY SECTION ALLEY TO SERVE LOTS 14 -20 - PRIVATE N.T.S. NTS FIG. W -8 TD -26 In m ROR USE ON ATTACHED MOLE 1.�.�. FAMLY R01110111AL SERMCES OR TEE IiESIOQ ICN 111AL AND IR IQAT SERVM M-18 TD -19 ROAD NAME STATION VPD PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION LjNO SWA70 21 B :: 4 VDOT 21B • 1 CU.YD. FIT MM o O CU.YD. STONE BASE DUAL SERVICE �1 Ashlar Avenue 0 +0 - 4 +05 1,645 In COAL. ON 1-1/2" 4" 8" COLLECTOR COIPLAID OR 19= ONSITE 250 10' -12' 1-1/2" In TtPEE 6" FOR I.I E ON OETAC IED PRIVATE ALLEY ONSITE SOFT R 10' -12' SMILE FAMLY 11113108M AI. 2.60 8" m 06 SERMCE WI RE AN Bi16GATKN QUQ 221 1.50 LEIER 6 NOT FROM M 2.52 0.10 �O 2.25 2.50 SINGLE SERVICE 11 1/4 I' 2.00 2.50 NOTE ac 1) SADLILES SFIALL BE USED ON PVC PPE. &� ", IRON LD FNISFED gtADE BROOKS 2200 9EiiN3 800E 1D" 15' WITH EX1ENSION OR Q48 N 1/4 �?D COUPLN9 OF REALM) � MUELLER NM W IUPAPPAOM AREAS NO6 5088 2*) 2.66 2.66 2.77 Q26 LLI "mm /2*) 1 W 221/2 MdDONM 2D-209 1111101) 33 N OR L0�77 36' WL OR � M'sIER 4 STONE BEDONB 3.16 OORATKIN Slop (1 . 1 1/2", 2") ORP 2.66 W EVER NQ H -15000 FORD NQ F -600; OR APPROVED FILIAL 1.66 TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W -6 ADDED FEB. 16, 2006 M-18 TD -19 ROAD NAME STATION VPD PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM -9.5 BM -25.0 21 B :: 4 VDOT 21B • 1 CU.YD. FE CU.YD. STONE BASE BEND �1 Ashlar Avenue 0 +0 - 4 +05 1,645 16' 1-1/2" 4" 8" COLLECTOR PRIVATE ONSITE 250 10' -12' 1-1/2" 3" 6" " VIDIDT 218 STONE BASE PRIVATE ALLEY ONSITE 45 10' -12' 1 -1/2" 2.60 8" m NOTE: A PRIME TACK COAT SHOULD BE APPLIED TO ALL EXISTING AND WEATHERED BASE SURFACES PRIOR TO APPLYING ASPHALT TOPCOAT. EXISTING PAVEMENT I PROPOSED PAVEMENT 4 REMOVE EXISTING SAWCUT THROUGH SURFACE COURSE 12" EXISTING SURFACE COURSE " J 2f PROPOSED SURFACE COURSE } INTERMEDIATE ASPHALT BENCHED PAVEMENT :� ;:;,, BASE .ASPHALT JOINT WTASPH. . a AGGR. BASE o a. PRIME TACK COAT oa , �o. ) g00 `8 NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PA VEVE WT JOINT .DETAIL 32' PRIVATE R/W PAVEMENT CROSS SLOPES VARY REFER TO PLAN FOR GRADES do LOCATION OF CURB AND GUTTER R/W R/W CG-6 . SM-9.5 CG-6 15" CdeG 3• COG 31 O BM_25 '21 STONE BASE 1.0' 1r Ir r \FACE OF FACE OF CURB CURB TYPICAL ENTRANCE SECTION PRIVATE(BLOCK 1 & 3) N.T.S. 1.0' 3 45• 0 \ L 1 �. max 46' erwx PLUG J 2 FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN 'TRENCH TO ACCOMMODATE ANCHOR IF 45 • REQUIRED. min MIN r:::__� BEDDING AS REQUIRED T m ./ G MINT SECTION 1 -1 SECTION 2-2 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81 A) EQUIPPED WITH CHARLOTTES- CLOW MEDALLION VILLE THREADS WHICH IS M&H MODEL 129 THE LOCAL STANDARD. AOR APPROVED EQUAL LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 7 CU. FT. 18" BOX #68 STONE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE an X 6" SOIL. TEE STEEL. PILE WHEN THE SOIL IS DISTURBED OR WHEN 3/4" THREADED RODS TO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS. THE VALVE TO THE HYDRANT WITH 2 -3/4" RODS SHALL BE GALVANIZED OR THREADED RODS IN ADDITION TO POURING ASPHALT COATED CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE Box. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL FIG. W-4 N.T.S. TD -7 PROP. R/W C PERFORATED UNDER -DRAIN 7' SIDEWALK 1Y MIN. COVER(TIE TO INLETS) Ir CONCRETE t6 SrD PIPE DEGREE BEND DIMENSKBIS 4 VOL TEE AND PLUGS VOL. SIZE OF :: 4 VDOT 21B • 1 CU.YD. FE CU.YD. STONE BASE BEND �1 0� L H T L H T 2' 90 2.50 250 3.01 0.24 TREES �) dt PAVERS, 0.5' " VIDIDT 218 STONE BASE OU 4• g 6" 45 2.00 2.25 2.60 0.15 m 06 W QUQ 221 1.50 2.00 2.52 0.10 200 2.25 2.50 Q15 11 1/4 1.50 2.00 2.50 0.10 ac &� ", co 90 3.66 3.16 3.21 Q48 H o W rz cc QW 8. 45 2.66 2.66 2.77 Q26 LLI 0 W 221/2 1.66 2.16 2.69 Q13 3.16 2.91 2.66 0.32 111/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12' 45 221/2 Ili 3.33 2.33 3.58 2.58 2.95 2.86 0.43 Q24 3,83 4.00 2.83 0.52 1/4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS FIG W -3 TD -14 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24 "MIN WMIN a" $ INITIAL BACKFILL MIN. MIN On BEDDING - #1118 #08 STONE • STABLE SOIL ROCK • SCRAPE THE 80T MM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN THE SOIL OR PROVIDE A 4' BEDDING OF FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 36" 36' �) UNSTABLE 24 "MIN INITIAL BACKFILL MIN 24 "MIN SK�IL 8° 8•• 8.. 8, _ MIN. MIN. MIN. MIN .. �•.. STVE 'r Z. eS0T ABLE 901E OR tiOCC� STABLE SOIL. OR ROCKK NOTE : 1.N0 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. &THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W -2 TD -13 ROAD CLASSIFICATION SCHEDULE 63" MIN. BUILDING - BUILDING PROPOSED 39' PUBLIC R/W POINT OF FINISHED GRADE SURF ISM( -9.5 1/4":1' -.. STONE BASE U NDER RAIN BINDER On SI -BASE UNDER PLANTING STRIP (TREE SEE DET�AILP.S) 2' 16' 16' 8' PAMNG LANE 10'TRAVEL LANE 10-TRAVEL LANE PAF 6" VDOT 21B STONE BASE 1 ON (EXTEND 1' BEYOND BC) TYPICAL SECTION(W/ PARKING) Ashlar Avenue (39' PROPOSED PUBLIC R/W) N.T.S. Private Entrance - CLAREMONT DRIVE 54' EXISTING PUBLIC R/W VAR. N -- SIDEWALK RAN (MIN-W CONCRETE VDOT STD •1 :s: - 3 4F7 VDOT 218 STONE BASE /o 4" PERFORATED UNDER -DRAIN 4' UD-4 it MIN. COVER(TIE TO INLETS) UNDERDRNN 14.5' r 6" VDOT 21A STONE BASE Q5' (EXTEND It BEYOND BC) Pte. (Christopher 4`�yTH OF vr+P v. C. Mulligan Lic. No. 031672 �$8 -rONAL S* G1 27.0' 27.0' TYPICAL SECTION NO PARKING) Ashlar Avenue (39' PROPOSED PUBLIC FT" Station 11 +25 - Private Entrance N.T.S. 54' EXISTING PUBLIC R/W OLD TRAIL-8053\BLOCKS 183\13LOCK 1 &3C6LOCK3C- BA3E.DWG , 'r SIDEWALK VDOT 4 (6 :1 CONCRETE 3 a 1 4":1' -•-- :: 4 VDOT 21B • 1 �: U J o cn W Z�(9 STONE BASE CAIN �1 0� 4 PERFORATED UNDER -DRAIN W 2 0`D N VEER(TiE TO INLETS) ' 2' Q PLANING NG LANE 3 1 TREES �) dt PAVERS, 0.5' " VIDIDT 218 STONE BASE OU (EXTEND 1 BEYOND BC) 27.0' 27.0' TYPICAL SECTION NO PARKING) Ashlar Avenue (39' PROPOSED PUBLIC FT" Station 11 +25 - Private Entrance N.T.S. 54' EXISTING PUBLIC R/W OLD TRAIL-8053\BLOCKS 183\13LOCK 1 &3C6LOCK3C- BA3E.DWG , r 1 V � a V w U U J o cn W Z�(9 a •� �1 0� 2 cm" DO W 2 0`D N NQ DO Q. Q Z 0 cc Fill 3 rz W 00 J 27.0' 27.0' TYPICAL SECTION NO PARKING) Ashlar Avenue (39' PROPOSED PUBLIC FT" Station 11 +25 - Private Entrance N.T.S. 54' EXISTING PUBLIC R/W OLD TRAIL-8053\BLOCKS 183\13LOCK 1 &3C6LOCK3C- BA3E.DWG , REVISIONS DATE June 9, 2015 Scale As Shown r 1 V � a V w U U J o cn W Z�(9 a •� W 0� 2 cm" DO W 2 0`D N NQ DO Q. Q Z 0 cc I--i V o rz W 00 J OU wLL T� g Q. Z _jZ_ m 06 W QUQ 1:LU (/� rz J CC N W ac &� ", co W� (1 LU O LL w� r L w U.Z H o W rz cc QW OON g9 LLI 0 W = a REVISIONS DATE June 9, 2015 Scale As Shown FILE NUMBER 8053 SHEET U WM � V 06 Q U J o cn W Z�(9 a J W 0� -> } J p� U�Z W H 0 Q m 0 Wi J �r QZ< U Wm m 00 J Ja J O Oj P m 06 FILE NUMBER 8053 SHEET 5' 4" 3000 PSI CONCRETE T ♦YVI Lln STONE BASE TYPICAL SIDEWALK SECTION N.T.S. PB -1 ROLLTOP TO CG -6 TRANSITIONS GENERAL 1. METHOD ''A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD. PC -1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2: H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3, b EXCAVATION :DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1. D OUTSIDE DIAMETER OF PIPE. 2.. d - INSIDE DIAMETER OF PIPE, . 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X ° 1� WHERE d IS LESS THAN 36" X - 18' WHERE d IS 36'' AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATFRIAL -MAY BE ELIMINATED FOR. NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS' IN DIAMETER: WITH HEIGHT OF COVER 15' OR LESS 5. REGULAR BACKFILL. MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT .PLASTIC PIPE) 30:" AND LESS IN DIAMETER WITH HEIGHT OF COVER: 15'OR LESS. 6, BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DP13) OUTLET ;PIPES .INSTALLATIONS.. ELLIPTICAL PIPE L S1 - OUTSIDE SPAN DIMENSION OF PIPE:. 2, S2.- INSIDE SPAN DIMENSION OF PIPE. 3. R : OUTSIDE RISE DIMENSION OF PIPE 4. X - WIDTH OF CLASS IBACKFILI MATERIAI. BEYOND THE EXTREMITY OF THE PIPE. X - 12 52 IS. LESS THAN 36 1 - 8 "WHERE WHERE S2 S 36 AND GREATER 5. WHERE DX IRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS. UNDER ROUTINE ENTRANCE PIPE WHERE S2. IS 38" OR LESS AND HEIGHT OF COVER 11'01 LESS. 6 REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR .ROUTINE ENTRANCE PIPE WHERE S2 IS 38 OR LESS AND HEIGHT OF COVER 15' OR LESS, PIPE ,ARCH 1. S -'SPAN DIMENSION OF PIPE. 2 R RISE DIMENSION OF PIPE. 3 B = SEE PC- TABLE FOR APPLICABLE PIPE MATERIAI, 4 x WIDTH OF CLASS IUACKFILL MATERIAL. BEYOND THE EXTREMITY OF THE .PIPE. x • 12' WHERE S2 IS LESS THAN 36 ". x - 18 WHERE S2 IS 36 AND. GREATER '.''. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS :55" OR LESS AND HEIGHT OF COVER 15 OR LESS. 6' REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S 1S 35 OR LESS AND HEIGHT OF COVER 15 CR LESS. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE NEW. 1/04 GENERAL NOTES 3 107,00 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF Ail GROUND LINE H nnrA GROUND LINE H. GROUND LWE H .rim r /rr r /ir rvr "0" 3'8" / r ROCK OR r D -2' EARTH 002"' �L LOT'10 ENiTH d d 6 MIN . D/2 i�t '� D/2 kV 11110D > - `'V BEDDING Z ElI MAiEWAL MIN. 1 /Xf D MATTEEINWPL YIH BEDDING L III RCP X Mrt -D�•I X //�1/10�D X F�-D -� X. MAIEMAL KF H D X F.s� Mw: a "• FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAx.24 ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. L5 x D _I MM 1.5 x D "i MIN. 1.5 x D WN. 1.5 x D L_ NPL.1.5 z�. 1,5 z� ' iOP OF FLL TOP �' FILL I TOP F L -# H - 14 /Up rri�i kr y H /rr / /lr / _ rrirrirr/rr /rirrrrrr�lrr W D.g" _ D•t�„ GROUND LINE' qj d LI� ; d r-4- co REARTH K OR " MIN.'VX1 MATERIAL I - UNYIELDING .MIN. 1/10 D ' I 'x WIN.1/10 D. BEDDMID D x FFF"F'�""" BEDDING HATEFUL EARTH Z �° I• / MATERIAL 0 K)N+• NORMAL EARTH FOUNDATION OFEH B ". ROCK FOUNDATION FOUNDATION SOFT YLDING OR FOU No 24" OTHERWISE UNSUITABLE MATERIAL BEDDING MATE IN ACCORDANCE WITH NOTES: ,® SECTION 302 OF THE ROAD AND OE SPECIFICATIONS, BRA FOR PLASTIC PIPE, THE LIMITS OF TINE CLIISS IE BACKFILL HATEFUL SHALL BE CLASS I BACKFILL NATERUL IN ACCORDANCE TW P WITH SECTION 302 OF THE ROM AND BRIDGEE EXTENDED TO 12" ABOVE TM TOP OF THE PIPE: SPECIFICATIONS FOR GENERAL NOTES ON PIPE BEDDxNG SEE WSTN.LATKIN OF PIPE CULVERTS 1M!1 REGULAR BACKFILL MATERIAL IN ACCORDANCE MID STORM.SEWERS GENERAL NOTfS SHEET 107,00.. WITH SECTION 302. OF THE ROM MD BRIDGE SPECIFICATIONS. CRUSHED GLASS CONFORMING TO TRW SIZE REOUREMENTS FOR CRUSHER RUN EMBANKMENT :AGGREGATE SIZE 23 AND 26 MAY BIE USED IN RACE OF CLASS I' BACKFYI. SHEET IOF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 302 303 REV B /G7 VPGINIA DEPARTMENT OF TRANSPORTATION 107.01 r PROCEDURES FOR INSTALLING LATERALS TO THE EX. SANITARY SEWER MAIN IN SERVICE WHEN IT IS NECESSARY TO TAP THE MAIN SEWER LINE AND INSTALL A 4" OR 6" INCH SEWER CONNECTION, THE FOLLOWING GUIDELINE SHALL BE ADHERED TO: 1. THE WORK SHALL BE DONE BY AN APPROVED UTILITIES CONTRACTOR SPECIALIZING & PERMITTED FOR THE INSTALLATION OF PUBLIC WATER AND SEWER LINES. UPON REQUEST, THE COUNTY WILL FURNISH A LIST OF KNOWN UTILITIES CONTRACTORS ACCEPTABLE TO THE COUNTY TO PERFORM SUCH WORK. 2. IF A WATER LINE IS TO BE CROSSED, THE TAP MUST BE MADE ON MONDAY - THURSDAY. 3. THE CONTRACTOR SHALL NOTIFY THE UTILITIES DEPARTMENT'S CHIEF INSPECTOR 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 4. WHEN TAPPING THE SEWER LINE, A MECHANICAL HOLE CUTTER AND AN APPROVED SADDLE MUST BE USED. THE TAP MUST BE MADE SO THAT THE SERVICE LATERAL CONNECTION WILL ENTER THE MAIN LINE ON A SLOPE NO GREATER THAN 45 DEGREES. NO CONNECTION SHALL BE CUT INTO THE TOP OF A SEWER LINE. 5. WHEN TAPPING INTO A MANHOLE, BRING THE LATERAL CONNECTION IN ABOVE THE SHELF, BUT NO HIGHER THAN TWO FEET ABOVE THE LOWEST INVERT. A CHANNEL OR TROUGH TO CARRY THE FLOW FROM THE CONNECTION MUST BE BUILT INSIDE THE MANHOLE. 6. THE SEWER LATERAL CONNECTION IS TO BE CONSTRUCTED ONLY TO THE PROPERTY LINE AND /OR THE EDGE OF THE EASEMENT IN WHICH THE MAIN SEWER LINE LIES, OR AS DIRECTED BY THE INSPECTOR. 7. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES AND SHALL HAVE IN HIS POSSESSION AND /OR FURNISH EVIDENCE UPON REQUEST OF HAVING SUFFICIENT INSURANCE TO COVER ANY DAMAGES THAT MAY OCCUR. 8. WORK IN THE STATE RIGHT OF WAY: A. VDOT MUST GRANT PERMISSION TO INSTALL A SEWER LATERAL WITHIN THEIR RIGHT OF WAY. THE UTILITIES CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION TO VIRGINIA DEPARTMENT OF TRANSPORTATION FOR PERMISSION TO INSTALL A SERVICE LATERAL CONNECTION WITHIN THEIR RIGHT OF WAY AND FOR PROVIDING THE CHIEF INSPECTOR A COPY OF THE PERMIT BEFORE COMMENCING WORK. B. USE THE NECESSARY SIGNS AND BARRICADES TO DIVERT TRAFFIC,. C. ONE -WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. D. THE TRENCH MUST BE BACKFILLED WITH 21A STONE, AND COMPACTED AS REQUIRED. E. PAVEMENT SHOULD BE REPLACED WITHIN 24 HOURS. ALL PAVING IS TO BE DONE IN ACCORDANCE WITH STATE HIGHWAY DEPARTMENT SPEC]FIICATIONS. F. ON STREETS SUBJECT TO SCHOOL BUS TRAFFIC, WORK SHOULD BE DONE ONLY BETWEEN 9:00 A.M. AND 3:00 P.M. PRIOR TO CONNECTING PRIVATE SEWER CONNECTIONS FROM A HOME OR (BUSINESS TO THE SERVICE CONNECTION, A SEWER CONNECTION FEE MUST BE PAID AND ALL THE ABOVE REQUIREMENTS MUST BE MET. IN ADDITION, THE BUILDING INSPECTOR'S OFFICE MUST BE NOTIFIED FOR FINAL INSPECTION. MATERIALS TO BE PLACED ON THE LOW SIDE OF TRENCH DURING CONSTRUCTION. 00 f - SLOPE THOROUGHLY COMPACTED FILL AREA TO BE FREE 12" OF CLODS, DEBRIS DIAMETER OF PIPE TRENCH SPOILS TO GROUND TO BE GRADED BE PLACED ON THE TO ORIGINAL CONTOURS HIGH SIDE OF TRENCH AFTER BACKFILL. DURING CONSTRUCTION. 0. TOP OF GROUND »� " «. °: « °;m ®dam ° *�•• W - - -- - �'�" °°=m° COMPACTION PER COUNTY SPECIFICATION TOP OF PIPE STONE BEDDING AND BACKFILL MATERIAL 4" (6" IN ROCK) NOTE: CONTRACTOR MUST TRENCH WIDTH INSURE THE STONE IS NOTE: FOR DEPTHS IN EXCESS PER COUNTY PROPERLY COMPACTED, OF 14 FEET, STONE TO EXTEND SPECIFICATIONS ESPECIALLY UNDER THE TO 12" ABOVE PIPE. HAUNCHES OF THE PIPE. BEDDING BACKFILL AND TRENCH SP61L PLACEMENT JOINTS TO BE TACKED WITH AN APPROVED LIQUID ASPHALT TACK MATERIAL BEFORE PLACEMENT JOINTS TO BE SEALED WITH AN APPROVED LIQUID MATCH EXISTING PAVEMENT BITUMINOUS SEALER AFTER PLACEMENT. SURFACE ELEVATION 2" SM -9.5A ASPHALT MILL EXISTING PAVEMENT --� 2" DEEP TO AVOID 1' MIN. 12" BM -25.0 ASPHALT FEATHERED EDGES CONCRETE (4" LIFTS) TRENCH Y FULL DEPTH 21A AGGREGATE (COMPACTED TO 95 %) PIPE 25' (MIN. BOTH SIDES) OR OVERLAY ROADWAY (FULL WIDTH) TO THE LIMITS VDOT STANDARD PB -1 INDICATED ON THE APPROVED PLANS. (PIPE BEDDING) BEDDING, BACKFILL & NOTES: OPEN -CUT TRENCING ALL THE BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH CURRENT T V OT STANDARDS AND SPECIFICATIONS. WHENEVER THE PAVEMENT IS PERMITTED TO BE CUT, NOT OVER ONE -HALF OF THE ROADWAY SHALL BE DISTURBED AT ONE TIME. THE FIRST OPENING SHALL BE COMPLETELY RESTORED TO SATISFACTORY, TRAVELABLE CONDITION BEFORE THE SECOND HALF CAN BE OPENED. IF THE OPEN CUT AREA IS GREATER THAN 16 SW. FT. THEN THE PERMITTEE SHALL MILL AND RESURFACE ALL (ASPHALT) CONCRETE ROADWAY: AND RESURFACE ALL OTHER ROADWAY WITH LIKE MATERIAL THAT IS EXISTING FOR A DISTANCE OF 25 FEET ON EACH SIDE OF THE DISTURBED AREA FROM EDGE -OF- PAVEMENT TO EDGE -OF PAVEMENT OR AS INDICATED ON THE APPROVED PLANS. A GEOTECHNICAL ENGINEER SHALL ASCERTAIN THE CAUSE AND CERTIFY THE METHOD FOR; ALL PAVEMENT STRUCTURE FAILURES AND BE PRESENT DURING BACKFILL OPERATIONS TO CERTIFY THE AGGREGATE HAS BEEN INSTALLED AT 95% COMPACTION RATE. ( ) WHERE THE PAVEMENT IS DISTURBED OR DEEMED WEAKENED IN ITS ENTIRETY OR SUCH PORTIONS OF IT AS DEEMED DESIRABLE BY THE DEPARTMENT, SHALL BE RESTORED OR REPLACED IN A MANNER, WHICH IS SATISFACTORY TO THE DEPARTMENT'S RESIDENT ENGINEER OR HIS /HER REPRESENTATIVE. PAVEMENT REPLACEMENT DETAIL IMF SPRI C No. 68 FITTING FOR CLEANOUT SHALL BE SUITABLE FOR PIPE MATERIALS USED. 12" ROUND #21B AGGREGATE VARIES VARIES TOP OF BELL _ I 0 0 IRON BODY FERRULE WITH BRASS PLUG FIN GRADE 6" & 4" SANITARY 00 PVC PIPE 6" & 4" STORM DRAIN CONC. BLOCK MIN. WIDTH O.D. +12" V.C. STOPPER AT END OF LINE CONCRETE - 3,000 PSI (CONCRETE PVC CLEANOUT DETAIL R- MAINING BACKFILL SFALL NO- COH -AIN ROCK MATERIAL LARGER THAN S" IN ANY DIMENSION - INTIAL BACKFILL* * THOROUGHLY COMPACTE-) BY HAHD OR AFPROVED MECHANICAL TAMPER _IT AIJNCHING - BEDDING 6" max 4" min - FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNS -ABLE (.ALL PIPE) NOTE 1 OPEN CUTS IN PAVED .AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKE LLED ENT RELY WITH IVO. 21A STONE. ?.FOR W,CTII F IP,ON PIPE THE BOTTOM OF THE TRENCH SHA I BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0, 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0, E8 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 \E :N E " n ��E 0 w= N E o n m 1 OJ \M OY o _ _ _U E°w oo �a E U - EN ^y rn 111 �w U w � n v w > O 0 _� _ aE ° o E 0 0 o f o E n C4'J N N Il) M < Nt° EW Ncp U, W -j - u � z 100 In DE o° Ev �E E E`rU u N m o E \E w zo E mom �-0 rn-(- ? a o^ vE :rE �E oo E W >0 `� N� W N 00 N LL 49 1 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1 -D TD -25 JUNCTION BOXES, TRANSFOFWEF, FADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIP. THE RIGHT OF 'NAY. - VARIES 0' _ o' 1 5 -I I I I I S -I °.% WATER SEWER S I C 0 d �E LOCATION OF OTHER L- ILIITIES (GAS,. ELECTRIC, TE- EPIIDNE: CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEINER ONLY - 29' NAINIMJM WATER & SEWER 30' MINIJbUM ' SEE PART 3, PARAGRAPH C; SEPARATION) 0= WATER & SEWER SYSTEMS. UII -IIILS CF'.CSSIVG A WAIER OR SLWEH L- ASLML-IVI SHOULD BE A 90" TO THE RIGA- OF 'NAY I 1-71 I I -r \/ I rl r' A_7 I r1 K I C, n r A', r r N n r K IT k 1, € I I' TI 1 !' PT FIG. 1A - 1 TD - I CUT E I %V MENT ",i aLWEITPADE, COMBINATION UND RDRAIN CD-°1 AT LOWER END OF CUTS CENTER LIME SECTION IWITH TYG'E 7 SELFCT w,TER€AE) TRENCH PLACEMENT �t- €....s.. A;Ew: Li+5£ cs O` v M"cry'cs �'` to `�SUBBASE %5 As lz � v ra :�Ei.0 -T %AAT € iYF''E itJN �a i METER SIZE DIMENSION A DIMENSION 3 DIMENSION C 1 1 %2" 3'1" 5'0" 3'8" 7" 3'1 "0" 3'8" 3" 5' M 'N. 1C' MIN, ' MIN 4' 5' MIA. 12' MIN 6 MIN . EREATER THAN 4" PROPOSALS WILL 3E SU3MITTEC. B TYPICAL METER VAULT H.T S. FIG, W -7A TD -11 SIDE VI -'B 1.!5' DIAMETER DIFILLED HOLE FOR TOUCH READ UNIIS TOP VIEW DIAME -ER FLAT BEARING SURFACE I DERNEATH 24" X 36" ALJMINUM ACCESS HATCH STORM PROFILE STR #23- STR #21 2 -12 2 -12B #21 Exist. W CD o W CD --J CD F N zoo rn Z o :`11 C) W o :2 700 ° 700 w � V U ^ 06 Z N= W 3 LF of 18" �m N Q g� > - `'V �. Z N--I U Q rt W x cr L III RCP g Ov aZ ?o JZ C ) 0 rz'^ 0 vl > 6% Q at 1.09% CJ LU G ow Z 0) rz J N 695 Q _I W °a r� V rz r-4- co � W ('3 O u, LO 126 LF of 18 LL L-UJ 'Com 9 � W 12" W/L Z �° CL III RCP at 0.76% OW No p a --- - 690 REMOVE EXIST. CULVEBIJ ____- _ 2 -11 685 685 6% 23 DI -3A• L= .5 6% TOP =693.9 W D CL LIJ N �.o W CV _ CD Z ; = m - a0 22 LF of 15" 680 M �� CL III R 690 C° 00 '6 d Do (0 at 3.27% 0000 11 cp co 00 00 co O II ZZ Z ZC) DDB CZe)CD Z� Ln � zzz zzz X06 � To C:) -0i So ?II Zc0 0+00 0+60 1+00 +00 A7AcRF.AT €' �� 1 +M U _t F, X2'3 A f e?;rfATE ! t tl.kli"C,:� " GLASS MEE:° NC AB GRADATION REOUI CEMENTS. PLAN VIEW 1 °G, GEOTEXTILE °DRAMA` E FABRIC �^ (PLACEMENT OF CD -1 COMBINATION UNDERDRAJN) OR -,w , -. PXVEMEre- SURFACE & BASE to c a ea 0' Q o a - S }EBA .E GR EAaE T STA 11L1C D E I€ BA5E •p;, , - o - a c> +, -' SELL MATERIAL 1`PF R OR 5�UBGRADE 1' 0 0 0 ""- -- (CEMENT OR LIME TABILgED" ��- A57 AGGREGATE, 98 40GREGATE OR iRUSHEL C'EOTFXTii.E Jy, .a MEEYINAa #8 GRAID,AT €CjPd €iE "g1J'iidk Mr ...... ARAiNAGE FAFiRiC 1' -T3" NON - PERFORATED OUTLET PIPE CPU.H6NY STRFNGTP F PIP NL D E °4 {. 'N M DIAMETER , 8. NOM. DIA4ETE SMt »CJXH #N.L PVC .iG3 C..53 9,400TH WALL PE 7tt FSr 3A 70 PS! �3( W >x' NL £a 'H°` Ai.t HCKNF.SS tMiN. t 34;t€3f 'tESTLD A.,- ;%AOIiJG TO A.,Ttd L °< #12 AT °x.!c iTE9"i,EC'TlLitd. GENERAL NOTES §. UNLESS SPECIFICALLY INDICATED, C:G,MB€NATION UNDERDRNN WILL NOT BE LOCALL0 AT 114, f'QtI WHEN BOTH SUBBASE AAA3 SUBGRAIDE ARE SITA6LIZEG. d TRENCH SHALL BE FILLED WITH AC r RE G APE F1L itPA) r. I Y Hq4D TAMPED TO INSURE COMPACTNESS, 3, OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE. TRAVEL L%E PAVEMENT €NP SHA #-[ 81- PLAC;D ON A GRADE PARALLEL, 10 THE ;ali€Dt,LDER ,LOPE t3 % IDESI€iA E6 CRADE . 1 D C RB APID TER S.EC iYilNS WI E 2 E . !T Ia AFiC a RLE T 4 OTHERWISE S_ IN CCV€C1E -I T TS FOP kJP h' I 7 •. A°" T' D£d LE D. 8 F taBAt fa ,HEY ARE G BE. LOCATED SD .y { t[hM IRrI i ld+:CS%% D INLETS (3tt lAANiiUE 5. ON 0 k G£I,P. ATFI) SECTIONS, TRENCH 6 TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SSE ONLY, FS, INVERT ELcVAT;ON AT OUTLET END OF Ot'%E €'T FRPC TO BE A WMMUM Of' T -0" ABOI E INVERT ELEVATON UP HECUVING DRA1NI DITCH OR STRUCTURE, 7. ALL C NNE:TNDNa BOWS, WYES, ETC,3 WITHIN PAY LIMITS FOR OUTLET PEE ARE 'ri) P x THE i' -T 4!r PIPE, „� r Tar � -z�ar .R.ISrlruc s-�ENC N A6 THE D L T L E fa, CUTLET PIPE TO BE SECURELY CIONNiCIED, �FC, EW-r�OR OTHER DRAINAGE AT,TH OF D� o Nv U d - Christopher C. Mulligan Lic. No. "d 031672 -a �0 S w L" G 1S s I 0 N L E STANDARD 1NATION U -REFERENCE Bt 2 32 (AT LOWER END OF CUTS) VIRGO•UA. DEPARTMENT OF TRANS'ORTAINON OLD 1RNL- 8053\BLOCKS 1 &&BLOCK I &3C\BL0CK3C- BASE.DWG , REVISIONS DATE June 9, 2015 Scale As Shown T 1 a Q 0610 w � V U ^ 06 Z N= W \W \ otD to �m N Q g� > - `'V �. Z N--I U Q rt W x cr O g Ov aZ ?o JZ C ) 0 rz'^ 0 vl > ca Q VQ CJ LU G ow Z 0) rz J N 44 Q _I W °a r� V rz 0X co � W ('3 O u, LO LL L-UJ 'Com 9 � W aW Z �° OW Z p a REVISIONS DATE June 9, 2015 Scale As Shown FILE NUMBER 8053 SHEET J U Q 0610 WO V U 06 Z j0 OCO0 _J co Ir W > - `'V W Z U Qm S Z� Uj ■ W 0 W IM pV �Ua C ) 0 0 0� ca VJ Z O U FILE NUMBER 8053 SHEET OLD TRAIL4W3\BLOCKS 1 &3\13LOCK 1 &3C\BLOCK3GBASE.DWG �J REVISIONS DATE June 9, 2015 Scale 1" = 301 U a Z w U J 0 cn QZ w U •� W -> 2 o °'_ W Z otO a Na a a W m CL Q z 0 cc U a °C W m 2 O U W o ` UQ pi 2 r W (/� J N UN Lam, LU� p� w LZ ` wo O ( 1" 9 LU rL� Q NN A Z rvR Q ; 0) W W, O z Z 0 % a REVISIONS DATE June 9, 2015 Scale 1" = 301 FILE NUMBER 8053 SHEET 9of13`° U wM U J 0 cn QZ w a _ J >m a -> JC)d QM w Q Z U W J W Z a W m Q U J o a 00 J m FILE NUMBER 8053 SHEET 9of13`° INLET COMPUTATION - 4 INCHES PER HOUR PROJECT: Old 1 SECTION: Block k 1 &3 DESIGNER: ccm ROUDABUSH, GALE & ASSOCIATES, ANC. ENGINEERS, SURVEYORS AND LAND PLANNIERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA 22902 Phone: (434) 977 -0205 - Fax., (434)296 -5220 - EMAIL INFO@R(OUDABUSH.COM BLOCK 1 & 3 Job# : 8503 DGN: CCM Date: 5/12/2014 h =0.39' -type A- nose LOCAL DEPRESSION 2 INCHES h= 0.46' -type B -nose INLET L STATION DA DA C C CA Tc CA INTENSITY COincr Qco Ot GUTTER S GUTTER Sx CROSS GUTR W WIT Sw SwISx Eo a Sw'= Se(ftlft) = Lt ( #15)(ft) L I Lt GUTR FLOW E( #16) h Qi(cap) Q1 depth I h Qb SPREAD SPREAD 18 106 0.22 0.85 GUTR 0.30 GUTR 5.81 (min) GUTR (in /hr) (CFS CFS FLOW SLOPE SLOPE SPREAD (FT) 14 FTIFT 0.32 0.65 0.21 al(12 *W) Sx +Sw' *Eo Peff LENGTH 1.21 DEPTH 686.10 (ft) SAG. GRADE FT CARRYOVER AT SAG (ft) REMARKS 27 8.0 0.15 0.45 0.34 0.75 0.7 5 0.34 1.85 0.25 4.0 1 1.35 0.41% 1.01 0.012 0.0208 3.3 2 0.599 0.0833 4.0 0.96. 3.5 0.146 0.101 8.9 0.9 0.19 0.984 0.46 1.37 15 0.14 4.88 6.58 0.59 25 2.5 0.25 0.25 0.19 0.75 0.75 0.19 2.81 0.14 4.0 0.75 0.98% 0.56 0.012 0.0208 2.7 2 0.746 0.0833 4.0 0.98 3.5 0.146 0.102 6.9 0.4 0.18 0.556 0.46 1.44 15 0.14 4.93 6.82 UPSTREAM 23 2.5 0.03 0.10 0.05 0.75 0.75 0.08 4.73 0.04 4.0 0.30 0.56% 0.15 0.01 0.0208 1.6 2 1.217 0.0833 4.0 1.00 3.5 0.146 0.104 4.4 0.6 0.14 0.781 0.46 0.58 15 0.08 4.07 3.70 0.70 20 2.5 0.16 0.14 0.12 0.80 10.54 0.11 5.32 684.90 4.0 0.45 0.74% 15 5.55 5.18 0.46 2 4 2 0.1 0.85 0.09 1.18 11.00 5.18 6.11 683.75 683.20 54.84 1.00% 15 6.47 6.01 0.06 50 %Clogged 18 2.5 0.03 0.22 0.11 0.85 0.85 0.19 6.95 0.09 4.0 0.75 1.15% 0.37 0.02 0.0208 2.2 2 0.905 0.0833 4.0 0.98 3.5 0.146 0.102 8.0 0.3 0.17 0.490 0.46 3.27% 0.32 0.14 0.43 16 To Ex. Str #105 16 2.5 0.1 0.10 0.08 0.85 0.85 0.09 0.44 0.07 4.0 0.34 3.27% 0.27 0.02 0.0208 2.0 2 1.020 0.0833 4.0 1.00 3.5 0.146 0.104 5.7 0.4 0.16 0.647 0.46 22.83 0.17 0.08 0.17 0.71 To Ex. Str #2 -12 14 8.0 687.68 0.32 0.26 0.65 0.65 0.21 35 0.17 4.0 0.83 0.17 0.84 0.02 0.0208 3.0 2 0.669 0.0833 4.0 0.96 3.5 0.146 0.101 8.5 0.9 0.19 0.995 0.46 1.02 0.05 0.11 0.04 5.41 To Ex. Str #2 -12B 12 2.5 0.45 0.11 0.09 0.75 0.75 0.08 688.37 0.07 4.0 0.33 15 0.26 0.02 0.0208 1.9 2 1.032 0.0833 4.0 0.99 3.5 0.146 0.103 5.7 0.4 0.16 0.650 0.46 0.63 25 0.08 15 3.95 25 10 2.5 5.14 0.03 0.02 0.75 0.75 0.02 0.70 0.02 4.0 0.09 0.04 0.12 0.02 0.0208 1.4 2 1.401 0.0833 4.0 1.00 3.5 0.146 0.104 3.3 0.8 0.12 0.927 0.46 0.07 0.05 0.04 0.12 688.94 8 2.5 683.04 0.03 0.03 0.75 0.75 0.02 2.55 0.02 4.0 0.09 3.41 0.09 0.02 0.0208 1.3 2 1.544 0.0833 4.0 1.00 3.5 0.146 0104 3.3 0.8 0.11 0.927 0.46 0.17 0.05 0.03 0.04 1.66 6 2.5 0.16 0.08 0.75 0.75 0.12 689.78 0.06 4.0 0.48 0.0000 0.24 0.02 0.0208 1.9 2 1.069 0.0833 4.0 1.00 3.5 0.146 0.104 6.6 0.4 0.16 0.577 0.46 0.92 25.04 0.11 0.07 5.07 5.49 4 2.5 16.81 0.10 0.05 0.85 0.75 0.09 0.04 4.0 0.34 682.00 0.15 0.02 0.0208 1.6 2 1275 0.0833 4.0 1.00 3.5 0.146 0.104 5.7 0.4 0.13 0.647 0.46 0.65 0.74 0.08 682.00 4.03 676.81 2 2.5 296 0.03 0.03 0.85 0.85 0.03 20.91 0.03 4.0 0.10 2.04 010 0.02 0.0208 1.4 2 1.473 0.0833 4.0 1.00 3.5 0.146 0.104 3.4 0.7 0.11 0.904 0.46 1.06 0.05 0.04 0.05 7.00 To Ex.Str #114 Ex. 102 2.5 0.22 0.03 0.70 0.85 0.15 0.03 4.0 0.62 0.17 0.015 0.015 1.6 2 1.228 0.0833 4.0 1.00 3.5 0.146 0.104 4.2 0.6 0.14 0.802 0.46 0.50 0.09 0.05 0.12 5.56 Rf =1, Rs =.12 Ex. 104 2.0 0.29 0.75 0.22 4.0 0.87 0.45 0.015 0.015 0.70 0.20 0.08 0.30 13.33 50% Clogged Ex. 106 2.0 0.51 0.75 0.38 4.0 11.53 0.99 0:015 0.015 1.20 0.25 0.33 16.67 Pf=1, Rs =.12 Ex.112 6.0 0.06 0.06 0.85 0.85 0.05 0.05 4.0 0.20 0.20 0.015 0.0208 1.8 2 1.105 0.0833 4.0 1.00 3.5 0.146 0.104 4.2 1.4 0.15 1.000 0.46 1.80 0.04 0.69 Rf =1, Rs =.12 Ex. 118A 6.0 0.46 0.23 0.80 0.80 0.37 0.18 4.0 11.47 0.74 0.02 0.0208 2.8 2 0.703 0.0833 4.0 0.96 3.5 0.146 0.101 10.7 1 0.6 1 0.18 0.770 0.46 1.80 0.16 7.90 Reverse Crown Ex. 118A 6.0 0.46 0.23 0.80 0.80 0.37 0.18 6.5 22.39 1.20 0.02 0.0208 3.4 2 0.586 0.0833 4.0 0.96 3.5 0.146 0.101 13.2 0.5 0.20 0.665 0.46 Sag in Gutter INLET COMPUTATION - 6.5 INCHES PER HOUR SECTION: PROJECT: BlJ Trail Black 1 & 3 DESIGNER: CCM ROUDABUSH, GALE & ASSOCIATES, INIC. ENGINEERS, SURVEYORS AND LAND PLANNIERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRRGINIA 22902 Phone: (434) 977 -0205 - Fax., (434)296 -5220 - EMAIL INFO@2fOUDABUSH.COM BLOCK 1 & 3 Job# : 8503 DGN: CM Date: 5/12/2014 h= 0.39' -type A -nose LOCAL DEPRESSION 2 INCHES h= 0.46' -type &nose INLET L STATION DA DA C C CA Tc CA INTENSITY (Zincr Qco Qt GUTTER S GUTTER Sx CROSS GUTR W WIT Sw Sw /Sx ED a Sw'= Se(ftlft) = Lt ( #15)(ft) L I Lt GUTR FLOW E( #16) h Qi(cap) Qi depth I h Qb SPREAD SPREAD 18 106 0.22 0.85 GUTR 0.30 GUTR 5.81 (min) GUTR (in/hr) (CFS CFS FLOW SLOPE SLOPE SPREAD (FT) 14 FTIFT 0.32 0.65 0.21 al(12 *W) Sx +Sw' *Eo Peff LENGTH 1.21 DEPTH 686.10 (ft)i SAG GRADE FT CARRYOVER AT SAG (ft) REMARKS 27 8.0 0.15 0.45 0.34 0.75 0.75 0.34 1.85 0.25 6.5 2.19 0.41% 1.65 0.012 0.0208 4.0 2 0.499 0.0833 4.0 0.95 3.5 0.146 0.100 11.0 0.7 0.21 0.905 0.46 2.22 15 0.19 4.88 9.09 0.59 25 2.5 0.25 0.25 0.19 0.75 0.75 0.19 2.81 0.14 6.5 11.22 0.98% 0.91 0.012 0.0208 3.2 2 0.622 0.0833 4.0 0.96 3.5 0.146 0.101 8.5 0.3 0.19 0.465 0.46 2.35 15 0.20 4.93 9.43 UPSTREAM 23 2.5 0.03 0.10 0.05 0.75 0.75 0.08 4.73 0.04 6.5 0.49 0.56% 0.24 0.02 0.0208 1.9 2 1.063 0.0833 4.0 0:98 3.5 0.146 0.102 6.7 0.4 0.16 0.569 0.46 0.94 15 0.11 4.07 5.12 0.70 20 2.5 0.16 0.14 0.12 0.80 10.54 0.11 5.32 684.90 6.5 0.73 0.74% 15 5.55 5.18 0.46 6.01 4 2 0.1 0.85 0.09 1.18 11.00 5.18 6.11 683.75 683.20 54.84 1.00% 15 6.47 6.01 0.10 50% Clogged 18 2.5 0.03 0.22 0.11 0.85 0.85 0.19 6.95 0.09 6.5 11.22 1.15% 0.61 0.01 0.0208 2.8 2 0.721 0.0833 4.0 1.00 3.5 0.146 0.104 7.9 0.3 0.18 0.496 0.46 3.27% 0.55 0.20 0.67 16 To Ex. Str #105 16 2.5 0.1 0.10 0.08 0.85 0.85 0.09 0.44 0.07 6.5 0.55 3.27% 0.44 0.02 0.0208 2.4 2 0.851 0.0833 4.0 0.98 3.5 0.146 0.102 7.1 0.4 0.17 0.545 0.46 22.83 0.27 0.12 0.28 0.71 0.14 14 8.0 687.68 0.32 0.26 0.65 0.65 0.21 35 0.17 6.5 11.35 0.28 1.36 0.02 0.0208 3.6 2 0.558 0.0833 4.0 1.00 3.5 0.146 0.104 10.2 0.8 0.20 0.938 0.46 1.65 0.05 0.16 0.04 7.46 To Ex. Str #2 -12B 12 2.5 0.45 0.11 0.09 0.75 0.75 0.08 688.37 0.07 6.5 0.54 15 0.43 0.02 0.0208 2.3 2 0.860 0.0833 4.0 0.98 3.5 0.146 0.102 7.0 0.4 0.17 0.551 0.46 1.03 25 0.11 15 5.45 25 10 2.5 5.14 0.03 0.02 0.75 0.75 0.02 0.70 0.02 6.5 0.15 0.07 0.19 0.02 0.0208 1.7 2 1.171 0.0833 4.0 0.97 3.5 0.146 0.102 4.1 0.6 0.14 0.822 0.46 0.11 0.06 0.04 0.12 688.94 8 2.5 683.04 0.03 0.03 0.75 0.75 0.02 2.55 0.02 6.5 0.15 3.41 0.15 0.02 0.0208 1.6 2 1.287 0.0833 4.0 1.00 3.5 0.146 0.104 4.0 0.6 0.13 0.829 0.46 0.11 0.08 0.05 0.12 0.12 685.22 691.80 23 689.78 15 0.44 22 0.0000 0.00 4.47 0.08 0.08 0.08 689.86 693.90 1201 675.40 42 25.04 130 0.07 0.08 5.49 6 2.5 16.81 0.16 0.08 0.75 0.75 0.12 0.06 6.5 0.78 682.00 0.39 0.02 0.0208 2.2 2 0.891 0.0833 4.0 1.00 3.5 0.146 0.104 8.1 0.3 0.17 0.487 0.46 1.50 0.74 0.15 682.00 Ex. 120B 676.81 4 2.5 296 0.10 0.05 0.85 0.75 0.09 20.91 0.04 6.5 0.55 2.04 0.24 0.02 0.0208 1.9 2 1.063 0.0833 4.0 1.00 3.5 0.146 0.104 7.0 0.4 0.16 0.550 0.46 1.06 0.12 7.00 2 2.5 0.03 0.03 0.85 0.85 0.03 0.03 6.5 0.17 0.17 0.02 0.0208 1.6 2 1.228 0.0833 4.0 1.00 3.5 0.146 0.104 4.2 0.6 0.14 0.802 0.46 0.09 0.05 5.56 Ex. 102 2.0 0.22 0.70 0.15 6.5 11.00 0.015 0.015 0.70 0.08 0.30 To Ex. Str #114 PJ=1, Rs =.12 Ex.104 2.0 0.29 0.75 0.22 6.5 11.41 0.99 0.015 0.015 0.25 16.67 50 %Clogged Ex. 106 2.0 0.51 0.75 0.38 6.5 2.49 0.015 0.015 1.80 0.69 Rf =1, Rs =.12 Ex.112 6.0 0.06 0.06 0.85 0.85 0.05 0.05 6.5 0.33 0.33 0.015 0.0208 2.2 2 0.921 0.0833 4.0 1.00 3.5 0.146 0.104 5.2 1.2 0.17 1.000 0.46 0.06 Ex. 118A 6.0 0.46 0.23 0.80 0.80 0.37 0.18 6.5 22.39 1.20 0.02 0.0208 3.4 2 0.586 0.0833 4.0 0.96 3.5 0.146 0.101 13.2 0.5 0.20 0.665 0.46 1 1 2.99 1 0.23 10.92 Reverse Crown Sag in Gutter STORM SEWER DESIGN ROUDABUSH, GALE & ASSOCIATES, INC. 10 YEAR FREQUENCY ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA 22902 Phone: (434) 977 -0205 - Fax: (434)296 -5220 - EMAIL INFO@ROUDABUSH.COM NAME BLOCK 1 & 3 Job# : 8503 DGN: CM Date: 5/12/2014 FROM POINT TO POINT DA (ACRES C I CA Tc MINUTES RAINFALL IWFIR RUN -OFF CFS INVERT UPPER I INVERT LOWER I LENGTH FEET I SLOPE % DIAM. INCHES CAPACITY CFS VELOCITY F.P.S. FLOW TIME MIN. REMARKS JINCR JACCUM. 20 18 0.14 0.80 0.11 0.11 8.00 5.81 0.65 687.80 684.10 101 3.66% 15 12.36 5.25 0.32 3.31 18 106 0.22 0.85 0.19 0.30 8.00 5.81 1.74 684.00 682.10 61 3.11% 15 11.39 6.66 0.15 0.15 14 12 0.32 0.65 0.21 0.21 8.00 5.81 1.21 686.25 686.10 22.03 0.68% 15 5.33 3.51 0.10 6.95 12 10 0.15 0.75 0.11 0.32 8.10 5.79 1.85 686.00 685.75 60.25 0.41% 15 4.16 3.35 0.30 1.65 27 25 0.45 0.75 0.34 0.34 10.00 5.37 1.81 686.50 686.10 32.31 1.24% 15 7.18 4.88 0.11 0.59 25 10 0.25 0.75 0.19 0.53 10.11 5.35 2.81 686.00 685.75 25.39 0.98% 15 6.41 5.14 0.08 OUTLET 10 8 0.03 0.75 0.02 0.87 10.19 5.33 4.63 685.65 685.40 35.24 0.71% 15 5.44 4.93 0.12 UPSTREAM 8 6 0.03 0.75 0.02 0.89 10.31 5.31 4.73 685.30 685.00 53.48 0.56% 15 4.84 3.94 0.23 INC. 30% 16 4 0.1 0.85 0.09 0.09 10.31 5.31 0.45 684.75 683.85 37.02 2.43% 15 10.07 4.07 0.15 0.70 6 4 0.16 0.75 0.12 1.01 10.54 5.26 5.32 684.90 683.85 142.25 0.74% 15 5.55 5.18 0.46 6.01 4 2 0.1 0.85 0.09 1.18 11.00 5.18 6.11 683.75 683.20 54.84 1.00% 15 6.47 6.01 0.15 6.01 2 Ex.114 0.03 0.85 0.03 1.21 11.15 5.77 6.95 683.10 682.50 52 1.15% 15 6.94 5.65 0.15 142 0.0068 0.96 1.62 0.10 4.73 3.94 18.62 0.08 0.60 0.14 1.30 0.15 3.27% 1.30 686.98 693.45 16 685.68 23 21 0.1 0.75 0.08 0.08 8.00 5.81 0.44 689.50 688.78 22 3.27% 15 11.68 4.47 0.08 685.75 ROUDABUSH, GALE & ASSOCIATES, INC. HYDRAULIC GRADELINE ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA 22902 Phone: (434) 977 -0205 - Fax., (434)296 -5220 - EMAIL INFO@ ROUDABUSH.COM NAME: BLOCK 1 & 3 Job# : 8503 DGN: CM Date: 314/2014 100 YEAR FREQUENCY INLET STATION OUTLET H2O ELEV OUTLET PIPEDIA. OUTLET DISCHARGE OUTLET PIPE LENGTH FRICTION SLOPE HYDRAULIC GRAD ELI N E OUTLET PIPEVEL CONTRACT LOSSES INLET PIPE DISCHARGE INLET PIPE VELiOCITY > EXPAN. LOSS INLET EXP. LOSS SKEW FACTOR ROUDABUSH, GALE & ASSOCIATES, INC. TOTAL HD. LOSS INFLOW INC. 30% I IN SHAPING 1 DEC. 50% FINAL HEAD UPSTREAM ELEV. RIM ELEV. Ex.114 680.24 24 16.44 10 YEAR FREQUENCY 0.0053 0.99 3.48 0.05 16.17 ENGINEERS, SURVEYORS AND LAND PLANNERS 190.88 0.76 0.70 1.51 3.31 18 106 3.31 683.55 692.42 2 683.55 15 8.09 52 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA 22902 0.82 5.65 0.12 7.97 5:.27 41.99 0.15 0.70 0.30 1.39 0.65 0.21 1.39 Phone: (434) 977 -0205 - Fax., (434)296 -5220 - EMAIL INFO@ROUDA BUSH. COM 693.08 4 684.94 15 7.97 55 0.0152 0.83 5.27 0.11 6.95 4..52 31.41 0.11 NAME: BLOCK 1 & 3 0.05 Job# : 8503 7.55 1.10 686.05 694.00 6 686.05 15 6.95 142 0.0116 1.65 4.52 0.08 DGN: CM 3..94 Date: 3/4/2014 0.60 0.14 1.95 686.50 686.10 1.95 688.00 693.45 16 686.05 15 0.59 37 0.0001 0.00 4.41 0.08 0.53 10.10 6.98 3.67 686.00 685.75 0.08 0.98% 15 0.08 686.12 INLET OUTLET OUTLET OUTLET OUTLET PIPE FRICTION FRICTION OUTLET CONTRACT INLET PIPE IN-ET PIPE > EXPAN INLET SKEW > BM TOTAL HD. INFLOW IN SHAPING FINAL UPSTREAM RIM ELEV. STATION H2O ELEV PIPE IAA. I DISCHARGE LENGTH SLOPE LOSS PIPEVEL LOSSES DISCHARGE VELOCITY LOSS EXP. LOSS FACTOR LOSS LOSS INC. 30% DEC. 50% HEAD I ELEV. 689.40 Ex. 114 680.24 24 18.84 188 0.0069 1.30 3.48 0.05 12.37 '10.89 134.68 0.64 0.70 1.29 3.28 0.31 0.75 3.28 683.52 692.42 2 683.52 15 6.95 52 0.0116 0.60 5.65 0.12 6.11 6.01 36.76 0.20 0.70 0.39 1.32 0.07 0.02 1.32 684.84 693.08 4 684.84 15 6.11 55 0.0090 0.49 6.01 0.14 5.32 5.18 27.54 0.15 0.15 0.06 0.84 0.65 0.20 0.84 685.68 694.00 6 685.68 15 5.32 142 0.0068 0.96 5.18 0.10 4.73 3.94 18.62 0.08 0.60 0.14 1.30 0.15 3.27% 1.30 686.98 693.45 16 685.68 15 0.45 37 0.0000 0.00 4.07 0.06 0.03 0.85 5..68 4.83 0.18 0.10 0.07 0.58 5.19 0.07 685.75 693.90 8 686.98 15 4.73 53 0.0054 0.29 3.94 0.06 4.63 4.93 22.83 0.13 0.60 0.23 0.71 0.14 0.71 687.68 693.50 10 687.68 15 4.63 35 0.0051 0.18 4.93 0.09 1.85 3.35 6.22 0.06 0.60 0.10 0.44 0.09 0.44 688.12 691.80 12 688.12 15 1.85 60 0.0008 0.05 3.35 0.04 1.21 3.51 4.24 0.07 0.45 0.09 0.25 1.02 0.25 688.37 692.85 14 688.37 15 1.21 22 0.0004 0.01 3.51 0.05 0.27 26.01 7.,15 185.89 0.28 0.30 0.06 0.02 0.07 688.44 692.54 25 688.12 15 2.81 25 0.0019 0.05 5.14 0.10 1.81 4.88 8.85 0.13 0.70 0.26 0.54 0.16 0.70 688.83 690.50 27 688.83 15 1.81 32 0.0008 0.03 4.88 0.09 0.12 0.12 688.94 690.95 18 683.04 18 4.94 87 0.0022 0.19 2.55 0.03 0.65 5.25 3.41 0.15 0.10 0.04 0.41 0.41 683.45 691.50 20 685.10 15 0.65 101 0.0001 0.01 5.25 0.11 0.12 0.12 685.22 691.80 23 689.78 15 0.44 22 0.0000 0.00 4.47 0.08 0.08 0.08 689.86 693.90 1201 675.40 42 25.04 130 0.0006 0.08 5.49 0.12 25.25 16.81 171.93 0.25 0.30 0.22 0.67 0.67 676.07 682.00 120. 676.07 42 25.25 105 0.0006 0.07 6.81 0.18 25.84 7.02 181.45 0.27 0.30 0.23 0.74 0.74 676.81 682.00 Ex. 120B 676.81 42 25.84 296 0.0007 0.20 7.02 0.19 24.66 20.91 515.72 2.38 0.30 2.04 4.80 4.80 681.61 682.25 ROUDABUSH, GALE & ASSOCIATES, INC. HYDRAULIC GRADELINE ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA 22902 Phone: (434) 977 -0205 - Fax., (434)296 -5220 - EMAIL INFO@ ROUDABUSH.COM NAME: BLOCK 1 & 3 Job# : 8503 DGN: CM Date: 314/2014 100 YEAR FREQUENCY INLET STATION OUTLET H2O ELEV OUTLET PIPEDIA. OUTLET DISCHARGE OUTLET PIPE LENGTH FRICTION SLOPE FRICTION LOSS OUTLET PIPEVEL CONTRACT LOSSES INLET PIPE DISCHARGE INLET PIPE VELiOCITY > EXPAN. LOSS INLET EXP. LOSS SKEW FACTOR I > BEND LOSS TOTAL HD. LOSS INFLOW INC. 30% I IN SHAPING 1 DEC. 50% FINAL HEAD UPSTREAM ELEV. RIM ELEV. Ex.114 680.24 24 16.44 188 0.0053 0.99 3.48 0.05 16.17 111.80 190.88 0.76 0.70 1.51 3.31 18 106 3.31 683.55 692.42 2 683.55 15 8.09 52 0.0157 0.82 5.65 0.12 7.97 5:.27 41.99 0.15 0.70 0.30 1.39 0.65 0.21 1.39 684.94 693.08 4 684.94 15 7.97 55 0.0152 0.83 5.27 0.11 6.95 4..52 31.41 0.11 0.15 0.05 1.10 8.10 7.55 1.10 686.05 694.00 6 686.05 15 6.95 142 0.0116 1.65 4.52 0.08 6.17 3..94 24.32 0.08 0.60 0.14 1.95 686.50 686.10 1.95 688.00 693.45 16 686.05 15 0.59 37 0.0001 0.00 4.41 0.08 0.53 10.10 6.98 3.67 686.00 685.75 0.08 0.98% 15 0.08 686.12 693.90 8 688.00 15 6.17 53 0.0091 0.49 3.94 0.06 6.05 4..43 26.79 0.11 0.60 0.18 0.84 4.43 0.13 0.84 688.84 693.50 10 688.84 15 6.05 35 0.0088 0.31 4.43 0.08 2.42 3..50 8.48 0.07 0.60 0.11 0.57 16 4 0.57 689.40 691.80 12 689.40 15 2.42 60 0.0014 0.08 3.50 0.05 1.58 3..80 6.00 0.08 0.45 0.10 0.31 0.75 0.12 0.31 689.72 692.85 14 689.72 15 1.58 22 0.0006 0.01 3.80 0.06 4 2 0.1 0.85 0.09 0.07 0.02 6.75 7.97 689.72 692.54 25 689.40 15 3.67 25 0.0032 0.08 5.38 0.11 2.37 5..29 12.52 0.15 0.70 0.30 0.65 0.20 682.50 0.85 690.25 690.50 27 690.25 15 2.37 32 0.0013 0.04 5.29 0.11 0.08 8.00 7.58 0.57 689.50 688.78 0.15 3.27% 15 0.15 690.40 690.95 18 683.04 18 6.45 87 0.0038 0.33 2.55 0.03 0.85 5..68 4.83 0.18 0.10 0.05 0.58 5.19 0.40 0.58 683.62 691.50 20 685.10 15 0.85 101 0.0002 0.02 5.68 0.13 0.14 0.14 685.24 691.80 23 689.78 15 0.57 22 0.0001 0.00 4.84 0.09 0.09 0.09 689.87 693.90 Ex.120F 674.18 42 25.31 152 0.0006 0.10 7.83 0.24 25.47 8.,27 210.65 0.37 0.30 0.32 1.02 1.02 675.20 682.00 Ex. 120D 675.40 42 25.47 105 0.0006 0.07 8.27 0.27 26.01 7.,15 185.89 0.28 0.30 0.24 0.85 0.85 676.25 682.00 Ex.120B 676.40 42 26.01 296 0.0007 0.20 7.15 0.20 24.51 6.84 167.61 0.25 0.30 0.22 0.87 0.87 677.27 682.25 a STORM SEWER DESIGN ROUDABUSH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA 22902 Phone: (434) 977 -0205 - Fax. (434)29 6-5220 - EMAIL INFO@ROUDABUSH.COM NAME BLOCK 1 & 3 Job# : 8503 DGN: CM Date: 3/4/2014 100 YEAR FREQUENCY FROM POINT TO POINT DA (ACRES) C CA To MINUTES RAINFALL IN/HR RUN -OFF CFS INVERT UPPER INVERT LOWER LENGTH FEET SLOPE % DIAM. INCHES CAPACITY CFS VELOCITY F.P.S. FLOW TIME MIN. REMARKS INCR ACCUM. 20 18 0.14 0.80 0.11 0.11 8.00 7.58 0.85 687.80 684.10 101 3.66% 15 12.36 5.68 0.30 INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. 18 106 0.22 0.85 0.19 0.30 8.00 7.58 2.27 684.00 682.10 61 3.11% 15 11.39 7.21 0.14 1N 14 12 0.32 0.65 0.21 0.21 8.00 7.58 1.58 686.25 686.10 22.03 0.68% 15 5.33 3.80 0.10 12 10 0.15 0.75 0.11 0.32 8.10 7.55 2.42 686.00 685.75 60.25 0.41% 15 4.16 3.50 0.29 = 27 25 0.45 0.75 0.34 0.34 10.00 7.01 2.37 686.50 686.10 32.31 1.24% 15 7.18 5.29 0.10 25 10 0.25 0.75 0.19 0.53 10.10 6.98 3.67 686.00 685.75 25.39 0.98% 15 6.41 5.38 0.08 10 8 0.03 0.75 0.02 0.87 10.18 6.96 6.05 685.65 685.40 35.24 0.71% 15 5.44 4.43 0.13 8 6 0.03 0.75 0.02 0.89 10.31 6.93 6.17 685.30 685.00 53.48 0.56% 15 4.84 3.94 0.23 16 4 0.1 0.85 0.09 0.09 10.31 6.93 0.59 684.75 683.85 37.02 2.43% 15 10.07 4.41 0.14 6 4 0.16 0.75 0.12 1.01. 10.54 6.88 6.95 684.90 683.85 142.25 e 0.74% 15 5.55 .4.52 0.52 4 2 0.1 0.85 0.09 1.18 11.06 6.75 7.97 683.75 683.20 54.84 1.00% 15 6.47 5.27 0.17 2 Ex. 114 0.03 0.85 0.03 1.21 11.24 6.71 8.09 683.10 682.50 52 1.15% 15 6.94 5.65 0.15 23 21 0.1 0.75 0.08 0.08 8.00 7.58 0.57 689.50 688.78 22 3.27% 15 11.68 4.84 0.08 Ex. Blk 1 Ex. 2 -12B 2.8 0.71 1.99 1.99 15.00 5.98 11.90 689.37 688.41 126 0.76% 18 9.16 5.19 0.40 ! • _ • • •`_ JES AT IPS NOTE 9. UP MAX. (FACE (Plan View) (Profile) *DIMENSIONS ARE CENTER TO CENTER (Chriostopher �yTH of WA f C. Mullliigaaan Lim. No. 031672 sv�S`s1 ONAL Eo�l�'ry J� _ • •�_ • _ • �y A7 UP MAX. s\��o *2.35" O O 0 2.35 "* PS TRUNCATED DOMES O O O 4oF 0.2" rn O 2.35" TYP* 1 TRUNCATED DOMES (Plan View) IO ---f- --1-� 2.35" TYP* 0.9" --I TRUNCATED DOMES TRUNCATED DOMES (Plan View) (Profile) *DIMENSIONS ARE CENTER TO CENTER (Chriostopher �yTH of WA f C. Mullliigaaan Lim. No. 031672 sv�S`s1 ONAL Eo�l�'ry J� _ • •�_ • _ • �y �P A7 UP MAX. s\��o SEE NOTE 9. AREA OF COLORED SURFACE TIP --- PS TRUNCATED DOMES s TYP " 4oF 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%. 4. `Po 2.35" TYP* Tn TRUNCATED DOMES (Plan View) GGE551 P , , *DIMENSIONS ARE CENTER TO CENTER CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. FOR P5 6. \ \ 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' �P Notes: A7 UP MAX. s\��o SEE NOTE 9. AREA OF COLORED SURFACE TIP --- THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. \ * 2.35P' O O rC s TYP " 1 0.2„ 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%. 4. I-- 0.9" --1 1 2.35" TYP* Tn TRUNCATED DOMES (Plan View) TRUNCATED DOMES (Profile) *DIMENSIONS ARE CENTER TO CENTER Notes: Notes: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2% (1% MIN.). 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2.0 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN Tn ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS Q INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. INDICATED ON THE DRAWINGS TO BE SET FLUSH. 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. CG -12 HandiMp Ramp: TMI V I I EUGg►� RG0i 2.0% (MAX.) 551 1.0% (MIN.) I PGGE SIDE"' / 4' (MIN.) / 4' MIN. / AREA OF COLORED SURFACE TRUNCATED DOMES 0. Y' LIP (Plan View) (Profile) * DIMENSIONS ARE CENTER TO CENTER CG -12 Handicap Ramg- 3Wg TY TRUNCATED DOMES I t'n AREA OF COLORED SURFACE 9. + T2„ i� 0.9" Notes: Notes: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2.0 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. MAX 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%. TYP * 1 0.2" *2:35 "00 TIP O o O Tn i--- 0.9" 1 t TRI 2.35" TYP* IIdf`ATFn nnuCC TPI IAIr ATCn 11f1\ICC 0. Y' LIP (Plan View) (Profile) * DIMENSIONS ARE CENTER TO CENTER CG -12 Handicap Ramg- 3Wg TY TRUNCATED DOMES I t'n AREA OF COLORED SURFACE 9. + T2„ i� 0.9" Notes: Notes: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2.0 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 1 THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2.0 (1% MIN.). 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%. 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%. ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 6. RAMP, CURB, AND ADJACENT PAVING SHALL BE GRADED TO PROMOTE POSITIVE DRAINAGE.. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' 9. ELIMINATE CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. WHERE IT ABUTS ROADWAY. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. F- 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. ami REVISIONS DATE June 9, 2015 Scale As Shown V♦ a I- � w U (� CO p U °6 Z j O -� CO (L _c > >m N Q J06 - 0 U ZO Q m 1" W Q� F- O Cc W cc @ Q qz 00 W ° Tom/� v1 �1 Q. Jz 1z vl co Q WM VQ OW JZ 1N Q � U rn W 0� QN O ^' co W cc 0 LL W LO L2 0� �O M w j l! �� W �n �r 0) W oW = a REVISIONS DATE June 9, 2015 Scale As Shown FILE NUMBER 8053 SHEET 10 of13'I V♦ I- W (� (� CO p U °6 Z j O -� CO (L _c > >m 2 J06 - 0 U 5 0 Q m 1" W W 'm Q F- 2 W m DV W Q J (n _O Om 2 1z 0 rF- V/ FILE NUMBER 8053 SHEET 10 of13'I PARKING LOT PLANTING SCHEDULE STREET TREE PLANTING SCHEDULE QUANTITY SYMBOL BOTANICAL NAME COMMON NAME CALIPER HEIGHT ® PLANTING SPACING SPECS. 10 YR. CANOPY 7 MG MAGNOLIA C�RANDIFLORA an Us SOUTHERN MAGNOLIA SITE AREA 6' -8' AS B & B' 82 9 LI LAGERSTROEMIA INDICA CRAPEMYRTLE 1.5" MIN. 6' -7' �, = .12 ACRES B & B' 77 4 C,F CORNUS FLORIDA & CVS FLOWERING DOGWOOD 1.5" MIN. 6' -7' GUY WIRE 5% B & B' 124 5 SA SALIX ALBA &CVS GOLDEN WEEPING WILLOW 1.5" MIN. 10' SHOWN B & B' 907 STAKES 3 PAS 120' l 0% SITE CANOPY BLOCK REQUIRED = 1 CANOPY = 6,230 S.F REQUIRED U2 BLOCK 3 CANOPY = 4,879 S.F REQUIRED 7 / INTERIOR PARKING CANOPY PROVIDED (10 YR, PROJECTED) 1.5" MIN. 10' BLOCK ti a STREET TREE CALCULATIONS - EXISTING CLAREMONT LANE 270 LINEAR FEET OF ROAD FRONTAGE O 1 TREE / 50 LINEAR FEET= 5.4 STREET TREES REQUIRED 6 STREET TREES PROVIDED STREET TREE CALCULATIONS ASHLAR AVENUE 440 UNEAR FEET OF ROAD FRONTAGE O 1 TREE / 50 LF. _ 8.8 STREET TREES REQUIRED 12 STREET TREES PROVIDED STREET TREE CALCULATIONS - OLD TRAIL DRIVE 528 UNEAR FEET OF ROAD FRONTAGE O 1 TREE / 50 LF. = 10.56 STREET TREES REQUIRED 11 STREET TREES PROVIDED(6 PROP., 5 EXIST.) LANDSCAPE NOTES & MINIMUM STANDARDS * TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTYS RECOMMENDED PLANT UST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. * TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. * ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, AND THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. * MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. * MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. * TREES WITHIN THE RIGHT -OF -WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE VA. DEPARTMENT OF TRANSPORTATION. ALL STREET TREES WITHIN THE SIGHT DISTANCE EASEMENT SHALL BE PRUNED TO MINIMIZE OBSTRUCTIONS TO THE DRIVER. * TREES SHALL BE 1.5" TO 1.75' MINIMUM (CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. �� BOTANICAL NAME COMMON NAME CALIPER HEIGHT @ PLANTING SPACING SPECS. 10 YR. CANOPY an U DECIDUOUS TREE PROPOSED BLACK GUM SITE AREA 11' AS B & B' w4 PLANTING DETAIL BLOOCK 3 i 1.5" MIN. 10' �, = .12 ACRES B & B' PROPOSED BLOCK PAVED PARKING AREA 1 PARKING AREA = 8,325 S.F. NEW PAVEMENT . GALVANIZED _-- --� BLOCK 3 PARKING AREA = 8,825 S.F.(NEW PAVEMENT GUY WIRE 5% INTERIOR PARKING CANOPY REQUIRED = 5 OF BLOCK 1 CANOPY = 417 S.F REQUIRED 1.5" MIN. 2 "X2" HARDWOOD BLOCK 3 CANOPY = 442 S.F REQUIRED B & B' STAKES 3 PAS 120' l 0% SITE CANOPY BLOCK REQUIRED = 1 CANOPY = 6,230 S.F REQUIRED U2 BLOCK 3 CANOPY = 4,879 S.F REQUIRED 7 / INTERIOR PARKING CANOPY PROVIDED (10 YR, PROJECTED) 1.5" MIN. 10' BLOCK 1 CANOPY = (7 *82) +(6 *77) +(1 *124) +(3 *907) 214 �1 BLOCK 1 CANOPY = 3,881 S.F. UN BLOCK 3 CANOPY = (3 *77) +(3 *124) +(2 *907) Z a g BLOCK 3 CANOPY = 2,417 S.F. GALVANIZED GUY WIRE SITE rRUBBER E CANOPY BLOCK PROVIDED (10 YR PROJECTED 1 SITE CANOPY = 3,881 S.F. = STREET CANOPY =(2 *368) +(4 *214) +(1 *397) +(3 *123) +(5 EXIST.) a HARDWOOD S = 3,881 +2,358 = 6,239 S.F + EXISTING BLOCK 3 SITE CANOPY = 2,417 S.F. STREET CANOPY= (5* 370) +(3 *214) +(3 *397) +(3 *123) +(1 *368) = 2,417 +4,420 =6,837 S.F SHREDDED HARDWOOD MULCH MIN. 3" DEPTH. QUANTITY SYMBOL BOTANICAL NAME COMMON NAME CALIPER HEIGHT @ PLANTING SPACING SPECS. 10 YR. CANOPY 6 NS NYSSA SYLVATICA, BLACK GUM 1.5" MIN. 11' AS B & B' 123 2 AF Fraxinus Pennsylvanka AUTUMN BLAZE MAPLE 1.5" MIN. 10' �, Q� B & B' 397 2 U,4 ULMUS AMERICANA &: CVS AMERICAN ELM 1.5" MIN. 10' > o LLJ T�� Cie B & B' 397 5 OF QUERCUS PALUSTRIS PIN OAK 1.5" MIN. 11' Q VQ B & B' 370 3 PAS Platanus x acerifolia LONDON PLANETREE 1.5" MIN. 11' U2 B & B 368 7 HM HALESIA MONTICOLA MOUNTAIN SILVERBELL 1.5" MIN. 10' SHOWN B & B 214 BALL DIAMETER 8" MIN. REMOVE BURLAP FROM TOP 1/3 OF BALL PAVER SECTION & DETAIL ,. ROADWAY j3 %EARTH BERM - i H HH - STONE PAVERS AROUND TREE III 12 MIN* CQVER 60 SAND LAYER 4" PERFORATED UNDERDRAIN 11E TO INLETS �� \\ / / /�� -<:- TOP REMOVE 1 BURLAP BALL FROM EARTH BERM AROUND BED SHRUB PLANTING DETAIL REVISIONS DATE June 9, 2015 Scale 1" = 30' U U a w U F-� � J O gz CL �W -> z N= co _ W 2 0t0 to � m NQ a'S J �, Q� Z a Er 0o U JO Q rc W O.j W > o LLJ T�� Cie �I J Z r/1 Q Z 0 w Q VQ �W V� .. J 08 0—C, N U2 W °a r� (0 LU t� o u_ �1 z LL? UN Lu W rr cc aW Z a g T w 0 W = a REVISIONS DATE June 9, 2015 Scale 1" = 30' FILE NUMBER 8053 SHEET 11 of13 ) "� U WM �+ Z � J O gz CL =J >m -> z 0 J:3 Z U Q J W m 0o U JO J Q O.j W FILE NUMBER 8053 SHEET 11 of13 ) "� OVERALL PARKING ANALYSIS Shared, Deck Total Shared Number 1 2orMore Attached/ Square Parking or Lot Parking On street Shared %against Location Phase Land -Use of Units Bedroom Bedrooms Detached Footage Required Provided Parking Defecit I Defecit Block 1 >. J a ()z Z<z W A, Qz a.MZ 06 J 0 \1 it A Commercial JU D�a in N Q 0W > 25,156 � W > Q? r O 0 (2.00 /unit) Adjusted for V Apartments rt W 34 Attached CL 66 185 O cc F% JZ W 1 bdrms 2 UQ L j: W v, Z N U rn T LU B Brookley, Claremont, Old Trail, Golf Drives _+ 0 W� 21 rc <50,000 @ 4.75/1000 Total Commercial Area of Shopping Center W aW 0 r, �� A It 0) W OW = 5.f. Parking Adjusted w /Reconfiguration a 3 Commercial 26,925 (2.00 /unit) Adjusted for Apartments 18 Attached 33 1 bdrms Reconfigured Parking 52,081 247 3 (2.25 /unit) Adjusted for guest prkg to be in Townhouse 7 16 21 driveway Block 1sui total 362 212 21 -129 Block 2 (13/1000sf) A Hotel Restaurant /Kitchen /Bar - gross 1,889 25 (1/75) B Hotel Event Space / Restaurant - gross 1,300 17 (1 per 3units) D Assisted Living Apartments 67 22 17 (1 per 4units) E AL Nursing Care Apartments 40 10 (1 per 4units) E Nursing 16 4 (l per 1empl) F Employees 21 21 86 G Parking Garage 78 78 (1 /room) H Hotel 52 52 Block 2 sub-total j 151 164 17 30 Combined total blocks 1 & 2 1 513 376 1 38 1 -99 1 19% Block 3 A, B & D A Mixed Use 4 Pool 8,500 68 74 (11125sf) Single Family Lots Townhouses 19 Attached 43 38 (2.25 1unit) D Single Family Lots 4 Detached 9 8 19 (1.15 1unit) Parking reduction (4) Onst. L ass 120 120 15 (15) Sub -total Block 3 C B Attached 6 Attached 12 12 (2 1unit) 12 Shared Lot C Retail 4,800 38 (1 1150sf) C Professional Office 10,700 43 Future Townhomes 12 Attached 27 26 5 (5 Units without Offstreet Parking) 18 Shared Lot Sub -total "0 68 5 47 Combined block 3 parking totals 240 188 20 32 13% *The combined block 3 meets and exceeds the currently approved shared parking plan originally established. N / s A to - f to 00 I I 10 U � � ) v >. J a ()z Z<z W A, Qz a.MZ 06 J 0 \1 it Q m JU D�a in N Q 0W > rL � W > Q? r O 0 V 4 rt W E@ / s A to - f to 00 I I 10 REVISIONS DATE June 9, 2015 Scale 1 " =50' U � � ) v >. J a ()z Z<z W U Qz a.MZ 06 J 0 \1 it Q m JU D�a in N Q 0W > rL � W > Q? r O 0 V 4 rt W E@ � CL W o v1 O cc F% JZ W 2 UQ L j: W v, Z N U rn T LU I N _+ 0 W� oLL w LQ rc L` W aW 0 r, �� A It 0) W OW = a REVISIONS DATE June 9, 2015 Scale 1 " =50' e J 4 n r j 4 Parallel Parkin� . Sp�' FILE NUMBER 1_ U� 8053 SCALE 1" = 50' I 50 25 0 50 100 J SHEET SCALE IN FEET I OLD TRAIL -S=IB 1 BLOCK 1&3CVBLOCK3C- BASE.DWG 12 Of 13 f U � CO W� >. J � 0 ()z Z<z > m Qz a.MZ 06 J 0 �T it Q m JU D�a 00 0W > J � � W > 0 e J 4 n r j 4 Parallel Parkin� . Sp�' FILE NUMBER 1_ U� 8053 SCALE 1" = 50' I 50 25 0 50 100 J SHEET SCALE IN FEET I OLD TRAIL -S=IB 1 BLOCK 1&3CVBLOCK3C- BASE.DWG 12 Of 13 f REVISIONS DATE June 9, 2015 Scale 1" =30' U a °w w y M—I CC W � 0Q U �W (W 0 = r -> z to NQ z Q(. M � W �. Z 0 �r y a 0: w �� — a O U w o Z v1 J CL 2 rc J m w- to 00 Q UQ � W ' J O � N 1 / 1 ^ /> _--� > / CO O LL I VARIABLE WIDTH W L 0� It �o ZO^ Blook 2 \� \ ' , 1 DRAINAGE EASEMENT CW b 4 �I th Bladc8A (T.3925 PG.A408(PLAT) I % - - - \ / — �/ Z` (,' - - - LANE e-7 \ _ -- -'" _ - EXISTING 24' L= 23.00' L- 30.79' 67= PUBLIC � \ ACCESS EASEMENT R =13.0 DB.3925 PG.408(PLAT) 0'51 • -� - 01' R= 20.0- — 879'43* — — J \ — — — — -J L _ \ \ -� 28.08 L= 35.38' .2342 E 1 R =20.00', S 41 57 = 101'20 -- 1� o� 5Y �. �'� � &h VAR. WIDTH DRAINAGE `L ESMT. 20' D AINAGE EASEMENT - - - - - - - - S 3037'54" E 519.04'— - \�� I T I I I I I I I 1 i I I► I / \ \ 10, v : w r) C-) J ACCES8 ESMT S\ ME a W j$ UTILITY EASEMENT DB. 925 PG.4 8(PLAT) I 8.5 SIDEWALK I Q � > :-7= m \ / `O N C' `A $ • ( i t MAI T. ESMT. F �- W Q \ I - -- \ o � w x g I \ / -- Ld ::3 CY) \ ` N / \ "�- ' l 6-' DRAINAGE ESMT. _ 0 S 30' 02'-5f rE 71.00 TYP. `�' can d w — — I BIo�71c 1A - — - - -- I � � — n \ \ i N _�-' \ —_— Z I� rn mI N I Q� —� -- — -- — - - -- �� Ud — - - �Q 1 / \ ��F��o /_ --- � N „ 40'5 55 32pg T RM RINAGE E�P ATE 398 -408 901 " N 3n 251 W . I 8 SIDEW f � co Q �' =I ¢ > m LQ F-I r' > m -� - _ - — - ,n II c� �\ m W - — - �� N �P��\h 6 5_P t2DZ MAINTEN NCE ESM . � W o o �° - - N� - - - can Q m - - -� - - V °- - I \ ZIP) �. w N F= °I - w � �� - -- m -- 39391! o / N �o ' oo / �/ �` J 8 ~ 1 a Z I z Q I~ 3 I- 16' CCESS EASEMENT I - ¢ I - -- o I - -- l 2 \ 6s6 qs /� I ( I VARIABLE WIDT I a I w Ir 2 a ( z Q b� W �L �- IZ ( w� — — — 7 - -� — — t -- - -� - — - — — t - — - — —— 392 Fss T �` �T% / I I I wo PRIVATE ACCESS kC 1 SHARED PAR ING EASMENT I — -- `_ Q L =39.27 us R- 25.00' Q 3 L =39.51'. R =25.00 ;� Q� oco M I � - - -- — — - --- -- -- — — — - - n Q m I — - -- -- - --- -- �w Cn O� LO II ¢ I 20 9000'00• 9033'23 co Q m — - — / FFE — 691.76± - - - / N I � 0-) ° c� 0 DRAINAGE SM 1 5251' f I ``' II 24 ACCESS EASEMENT Q 8) - - " N 30' 36' 14 W 47.76 VARIABLE WIDTH UTILITY ESMT. 24 ACCESS EASE ENT I °- \ ap _ FFE 692.43 I— - - _ _ cv CL n ° I z II ll T (� VAR. " DRAINA S 30" 02 51 E WI TH ^ E ESMT. S 30' 36' 14" E - — — __j T_ \ / j FFE _= 692.42 w Q a �� I I I I I v o 32.03' R =25.00' V =8976 37'''_- -- W 8, r - I I I I I I Uj I_- -�- '- Q I I I -_'- <C I FFE = 693.10. - - -� I = m I) ZUj L =39.27 Q W m DRAINAGE ESMT. S 30' 27.82' 36 14 E_ 173.63' :i - -- •00! 7081 3 II Z VAR. WIDTH ACCESS ESMT. D.B.3596 PP.444 -453 �� F-1-1 'O _ � �I 0` ° a' a ' a `'' I N 0 =x'01• 3 12 SIDEWALK m I w'� FFE _ 693.09 j I I 20" ACCESS EASEMENT I� DB:3925 PG 408 PLAT I � M 3 ^ W 10 F ° `� us in io S 1 " E W MAINTENANCE ESMT. VAR. WIDTH SIDEWALK t MAINTENANCE ESMT. �= E 1 a v� Ln I w� "' Lij o FFE = 692.43 DRAINAGE ESMT. - zI 2. 6' SIDEWALK MAINT. g'i'g 4.03' = is 2AI � N I n oco °n Q � a_ L TI �9 P�398 -4 _, EASEMENT 3 I I m Q _ J Z9•ar 18.48' V (ABLE WIDTH _]PRIVATE ACCESS AND SH RED PARKING EA ENT I I ` I '• '� VARIABLE WIDTH DRAINAGE ESMT. I �, - VARIABLE WIDTH SIDE AL `� I w v X�r 1.1.E � �° o o "' I I I /MAINTENANCE EASEMENT b) 1 1 D.B. 3596, PG. 449 (VACATE FROM PROP. BLDT ENVELOPE, AS REQUIRED) 0� L < - � VAR. WIDTH ,O r- N M RphNPG� ESM ° = f DRAINAGE D.B.3596 ESMT. PP.444 -453 / \ I jNDP44� 5g6 P I /MAIAB ENNANCE EADSEM D. 3650, PG. T \ -- _ _ \ I - _ — 0.96' �•�� i R -70.00 ,�� -��?9" _�, ` R -65 �,�. 79.81' N 3036'14" W 425.88' — _ - — — — - - - - - 27.00' 24.07 ._ - ' 4--yq- -- f�4.9� .. _ � 81 i 419 — _ - - �3031;i 4 .......... ..........:.... .... OLD T RAIL 28.04 _ 1 t - yens NADTH PUBLIC 1;/W. LD T D -� - .. ......... J vARU►BI� wlo�n{ PuBUC Fvw OPEN SPACE NOTES: 1.) RESIDUAL PROPERTY FOR BLOCK 1 SHALL REMAIN IN CURRENT OWNERS POSSESSION. \ : AtiTH of RESIDUAL PROPERTY ON BLOCK 3 SHALL BE DEDICATED AS OPEN SPACE; AREA 0.4437 ACRES. \ o�� EASEMENT NOTES: l 1.) ADDITIONAL ACCESS EASEMENTS SHALL BE PROVIDED ALONG ASHLAR AVENUE TO ENSURE �.. Christopher C. Mulligan RIGHT -OF -WAY ACCESS THRU VACATED PORTION OF RIGHT -OF -WAY ALONG ASHLAR AVENUE. Uc. No. 2.) SEE UPPER BALLARD POND OUTFALL SHEET FOR POPOSED 20' DRAINAGE EASEMENTS FROM �o��s o3� s�2 BLOCK 3A TO UPPER BALLARD POND. SIGNAL St ALL INFORMATION SHOWN AS EXISTING I I WAS ILLUSTRATED BY COMPILING FIELD ASBUILTS : SCALE 1" = 30' WITH APPROVED COLLINS ASBUILT PLANS FOR 30 15 0 30 so BLOCK 3A; MANY DISCREPANCIES EXIST BETWEEN THE APPROVED PLANS & THE EXISTING STORM ..: scnIE INr SEWER THAT WAS LOCATED IN THE FIELD. OLD T RAIL- IMMLOCKS 1=13LOCK 1&3C\8L0CK3C- BASE.DWG REVISIONS DATE June 9, 2015 Scale 1" =30' U a °w w y M—I CC W � 0Q U �W (W 0 = r -> z to NQ z Q(. M � W �. Z 0 �r y a 0: w �� — a O U w o Z v1 J CL 2 rc J m w- to 00 Q UQ � W ' J O � N _Lf) ^ � CO O LL U W 0� It �o ZO^ W Z CW 2 = a REVISIONS DATE June 9, 2015 Scale 1" =30' FILE NUMBER 8053 SHEET 13 of 13_ U) F- U °w WCO Q2 C� Y U W � 0Q Z O (W 0 —� J > m 0 Z''W^^ -> z J06 v, WO z Q(. M � W (L 00 0 w J Q �r y 0 C W 0- w m U �— a J 00 U —o J OZ m w- to 00 x W FILE NUMBER 8053 SHEET 13 of 13_