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HomeMy WebLinkAboutSDP201300044 Plan - Approved 2014-06-19IIIIIIIpIIIIIUIIpllllllll Illllllllllllllplll illlllllllllll IIIIIIIIIIIIIII IIIIIIIIIII-� I VIII III III' uiuuuuiiuull� � i i I II I � I III II I..il) ICI, IIIIIIIIIIIIIIIIIIIIII �I) IIIIIIIIIIIIIIIIIIIIII LAI IIIIIIIIIIIIIIIIIIU�pllll IIIIIIIIIIIIIIIIIIIIIIIIIII AL AAL C PRELIMINARY SITE PLAN #SDP 201200054, COLLINS ENGINEERING PLANS DATED 10 -01 -2012 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 I LLC(BLOCK 1) CONTACT. DAVE BROCKMAN PLANNING / ZONNING 1005 Heathercroft Circle, Suite 100 OLD TRAIL VILLAGE 6 - t t-- 14 Crozet, VA 22932 CELL: (702)- 985 -9088 a d a ve0ol d trail vill age. com PLAN PREPARER. ROUDABUSH, GALE, & ASSOCIATES TOTAL SPACES PROVIDED =398 PARKING SPACES PROWDED(COMBINED BLOCK 1 &2 W /SHARE OF 229.) 914 MON77CELLO ROAD 210 SPACES PROWDED(BLOCK 3 W/ SHARE OF 129.) 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 SF (ORIGINAL PARCEL) SHOPPING CENTER - BASED ON 4.75 SPNCES11,000 S.F. (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 EXISTING USES BLOCK 3A,B - 25 TOWNHOUSE UNITS(6 AFFORDABLE) INCLUDES RESTURAUNT AND ASSEMBLY REQUIREMENTS BLOCK lA - 52 APAR7MENTS(1 BEDROOM) BLOCK 3 - 239 REQUIRED(SHARED PARKING AGREEMENT IN PLACE) BLOCK lA - 25,156 S.F. COMMERCIAL BUILDING SETBACKS: ALL MINIMUM SETBACKS FOR RESIDENTIAL & CO.W,� RCIAL ARE 0 FEET. PROP. USE / DENSITY: BLOCK 3C - 12 TOWNHOUSE UNITS INSURANCE RATE MAP COMMMUNITY PANEL NUMBER 510006 0237 D. BLOCK 3C - COMMERCIAL - 15,500 S F. BLOCK 1B - 26,925 S F. COMMERCIAL. EFFECTIVE DATE. FEBRUARY 4, 2005. 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 WITH 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 COINDITIONS PLANS FOR ASBUILT & COMPILED LOCATIONS OF UTILITIES, LATERALS, INVERTS, EXISTING GRADES & STRUCTURES DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 PROVIDED PARKING: BLOCKR1 D C188MSHA ED SURFACE SPACESE21 GARAGESPACES &1 PONSTEREE � ARKING PLANNING / ZONNING SPACES 6 - t t-- 14 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 PROWDED(COMBINED BLOCK 1 &2 W /SHARE OF 229.) ARCHITECTUAL REVIEW BOARD 210 SPACES PROWDED(BLOCK 3 W/ SHARE OF 129.) INCLUDES ONSTREET PARKING SPACES ADJACENT TO EACH BLOCK �W SEE PARKING SUMMARY AND ANALYSIS PLAN SHEET REQUIRED PARKING BLOCK 1 - 362 SPACES 6- /3 - /Y SHOPPING CENTER - BASED ON 4.75 SPNCES11,000 S.F. N BLOCK 2 - ASSISTED LIVING CENTER = 919 SPACES INCLUDES NURSING, STAFF & ASSISTED LIVING SPACE(SEE PARKING ANALYSIS) spy BLOCK 2 - 52 ROOM HOTEL SITE = 52 SPACES M�--f INCLUDES RESTURAUNT AND ASSEMBLY REQUIREMENTS Q BLOCK 3 - 239 REQUIRED(SHARED PARKING AGREEMENT IN PLACE) CRITICAL SLOPES. NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. FLOODPLAIN. THIS PROJECT IS NOT LOCATED WITHIN FLIDODPLAIN LIMITS AS SHOWN ON FLOOD 0� INSURANCE RATE MAP COMMMUNITY PANEL NUMBER 510006 0237 D. OU,LL EFFECTIVE DATE. FEBRUARY 4, 2005. PUBLIC ONS17E PUBLIC WATER AND SEWER EXTENSIONS FOR BLOCK 1 & 3. UTILITIES. SEE UTILITY SPECIFICATIONS & DETAILS EXISTING STORMWATER MANAGEMENT: EXIS71NG 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 0 Z z U EXISTING DEVELOPMENT AREA PHASE 'A' cz �-A 2 -pp_ MARCH MOUNTAIN PROPERTIES LLC. LANEo�� ��'6' -1 1 5 A r BEIGHTS PROPERTIES 11, LLC BL,O'CK 3, PHASfI 'D' 6 PF PREP �0 GR 5\0R�o 1.21:; Acres JA -ZAN LLC �J lav �e �P P5 E� Remainder of Block 1 1.43 Acres MARCH MOUNTAIN PROPERTIES LLC. Block 1, 4.34 Acres OLD TRAIL VI LLAG E BLOCK 1, PHASE B & BLOCK 3 PHASE C ill = 100' PURPOSE OF THE SITE PLAN THE PURPOSE OF BLOCK 3 IS TO PROVIDE TWELVE(12)TOWNHOUSE UNITS AND INCLUDES UP TO 15,500 S F OF MIXED -USE COMMEERCCIAL IN PHASE ll. THE PURPOSE OF BLOCK 1 IS TO PROVIDE SEVEN(7) TOWNHOUSE UNITS AND EIGHTEEN(18) APARTMENT UNNITS, INCLUDING UP TO 26,925 SF OF COMMERCIAL FOR THE REMAINDER OF OF BLOCK 1. AFTER COMPLETION OF THE SITE PLAN AND MODIFICATIONS ARE COMPLETED TO THE EXISTING PARKING LOT, THERE WILL BE 185 SHARED PARKING SPACES AVAILABLE WITHIN BLOCK 1. THERE ARE 181 ADD71ONAL SPACES PROPOSED FOR BLOCK 3, WHEREAS TWELVE(12) SHARED PARKIING SPACES WERE PROVIDED WITH BLOCK 3B CONSTRUCTION. SEE PREVIOUS MINOR PLAN AMENDMENTS & LETTER OF REVISIONS APPROVED FOR BLOCK 38. BLOCK 313, CURRENTLY REFLECTS A LOSS OF 4 PARKING SPACES FROM THE PREVIOUSLY APPROVED PLAN. REFER TO REVISED PARKING ANALYSIS AND SHARED PARKING AGREEMENTS FOR BLOCKS 1, 2 & 3. THE EXISTING ACCESS EASEMENTS AND SHARED PARKING AGREEMENTS MUST BE REVISED TO CONFORM (WITH THE EXISTING ENTRANCES, PROPOSED ENTRANCES AND R.O.W. CONFIGUARAVON. E SHEET INDEX SHEET 1 ---- - - - - -- COVER SHEET VICINITY MAP IN =, r 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 T$ OF �.� � AZ' �r Christo X r C. Mul i n Uc. No. vo 031672 0��`4"YIONAL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING / ZONNING 6 - t t-- 14 ENGINEERING a INSPECTIONS w ` ARCHITECTUAL REVIEW BOARD V FIRE RESCUE �W U ALBEMARLE COUNTY SERVICE AUTHORITY %OZW�� 6- /3 - /Y VA. DEPARTMENT OF TRANSPORTATION N NQ Q= V BLOCK 1& 3C/BLOCKI&3C/BLOCK3C BASE.DWG A REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb.11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) July Z y L Ots U a WM w V �W U N= °'� 0 JJ N NQ Q= /W spy M�--f a Q 9 0 C.9 Cr Qm �T rc W L 0� I.... OU,LL Z 4. Z Q JV W Q Uq r W , V) J O N cc L� rz WZ 8 oJ LL V N cc cc z "W W aW19 Q T (� Z W Z O W d REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb.11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) July Z y L Ots FILE NUMBER 8053 SHEET 1 of 13 U WM V U Q Z 0 JJ W (9 ir /W J06 (1) o Qm �T W > w < I.... 0 w M U Q JV 00 co o FILE NUMBER 8053 SHEET 1 of 13 r, I Block JD 1 1 EX. M.H. OT 1 -3A TOP-689.95 I INV N)= 675.25 INV N = 675.25 INV OUT)= 675.05/ z /x- M.H. OT 1 -4 / TOP-- 691.33 INV IN)= 683.83 INV OUT)= 683.63 • • EX. STORM STR,. #11 TOP = 692.42, INV IN)- 678.51 INV �OUT)= 678.28/ 12-10) 8' PVC 112 a., JIYL .W. 91Unr V U ;.444 455 ,.� . :•. � .396 k' _....... _ _ �! �/ .. _' � 'r- ::< • ;. (W QT. 12'�SECT.) P��1P i .... ,, ��,. 9I! III _ YiE 111 I (SEE AIRCH ......<. DR ,� �n lih'�'i i c`-I fS�in�Ji Y/ I �; I I ... ....�� r l f i .. -. ,.:...,•• cGe�nu m ueTeu ,� n a4 w crn��n cro REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale 1 " = 30' r 1. V o4 z w m � U M—� U Z w -Z 0 0 Z °C W QZ 0� �o 5 Q ®J go Z:) Q� a V m Cc W j� .J Z Lu o vs � Q. JZ 00 2 W Q �Q W V) J 08 N Lo CIS 9 W 0 04 r� 0 VJ W J v .[ LL 0� W LO o �� Zti W aW 21 W 0 Z a. REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale 1 " = 30' FILE NUMBER 8053 SHEET 2 of 13 N^ Z OZ U _ J � wM -j a. 0a U Z w -Z 0 0 0�Z /W Z J06 0 z 5 ®J Z:) O�Q m JU oo 0 Z .J Z m �m0 00 X06 w FILE NUMBER 8053 SHEET 2 of 13 N^ J 01001C SA � \ i 1 1 1 1 M.F X. M.H. i I G� -1 I i l l l l U, L .�.� 5.) 12' — 17' VARIABLE FRONT SETBACK TO ACCOMMODATE STOOPS, OVERHANGS, PORCHES, EAVES & SOFITS. THE MAIN UNIT AND LIVABLE SPACE SHALL BE LOCATED OUTSIDE THE 5' FRONT SETBACK VARIATION. I THE FINISHED FLOOR ELEVATIONS SHALL BE AT LEAST 4 ABOVE THE FIRONTAGE SIDEWALK GRADES. 6.) 2' FRONT LANDSCAPING STRIP TO ACCOMMODATE PLANTINGS, WATER METERS AND PEDESTRIAN ACCESS ONLY. 7.) ALL UNITS ALONG ASHLAR AVENUE DEPICT A REAR DECK OR OVERHAN(; W/ 2 DRIVEWAYS SPACES PER UNIT. ALL STRUCTURES, INCLUDING DECKS AND OVERHANGS SHALL REMAIN CLEAR(OUTSIDE) FROM ALL PUBLIC EASEMENTS. OLD TRAIL -80 MLOCKS 1 &3\13LOCK 1 UMBLOCK 3GBASE.DW , REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 Units) Marc 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale 1" = 30' V � 5 U Q w 0 >m g Jad a _ 0 �W m w ul = o C=q) W 2 ON NQ O� Z a Q" ° C o O U w o Z ® (n co Q UQ W moo' N O �� co UJ N U. W 8 cc 0 ,O (L W 2 V, T it 0) w O Z l� REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 Units) Marc 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale 1" = 30' FILE NUMBER 8053 SHEET 3 of 13 Wcr) Ov 5 U Q O J J Z >> >m g Jad a _ 0 m w ul TM Jo O� m FILE NUMBER 8053 SHEET 3 of 13 ALL INFORMATION SHOWN AS EXISTING i L 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) �tiTH OF o � Christopher C. Mulligan Lim. No. 031672 o*IONAL SCALE 1" = 30' 30 15 0 30 60 SCALE IN FEET OLD TRAIL- GUw%0L A0" 1 &3XBLOCK 1 09Cx0L Uh6LA3ASE.DWG , REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Comments) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale 11' = 303 U V WM z w U JO z U _J > m 111 z = °'_ W 2 q 0`0 NQ in w a �� Z Q U Q °` o V Q Cc W 9;@ 0 Z 00 >o Z - ®o Z `� W Q Q V � W �o' J Z aci N 20 zLd U rn � N o J Uj °C 0 LL W LO o Z w l2� CL 24 'W^ O W = IL REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Comments) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale 11' = 303 FILE NUMBER SHEET 4 of 13 U WM U JO z Q _J > m g z J06 o. :3 U QM M T r — w a �� w M Q U J Q Jo OJ m FILE NUMBER SHEET 4 of 13 F/1-1 - --------------- �/ " i B INLET SCHEDULE All Inlets with a 4.0' or greater dropi shall have IS -1, Inlet Shaping provided. Date: 5/12/2014 All Inlets greater than 4' in depth shall have ST -1 steps installed. STR # L All Inlets 12' in depth or greater shalll have SLA safety slabs installed STATION DESCRIPTION TOP ELEVATION Left Right 2 2.5 VDOT DI -3A (Match Exist. C&G) 693.08 4 2.5 VDOT DI -2AA 25 L.F. 694.00 693.91 6 2.5 VDOT DI -2AA INV(OUT)= 685.75 693.36 693.45 8 2.5 VDOT DI -3AA CLASS III 693.50 693.58 10 2.5 VDOT DI -3A 19 691.80 691.85 12 2.5 VDOT DI -2A 15 "RCP 692.90 692.85 14 8.0 VDOT DI -3B 18 692.38 692.54 16 2.5 VDOT DI -3AA 3.11% 693.81 693.90 18 2.5 VDOT DI -3A (Match Exist. C&G) 691.5 20 2.5 VDOT DI -1 (Match Exist.) 691.8 21 14 VDOT MHA (Match Exist. ) 694.1 23 2.5 VDOT DI-3A INV(ouT)= 686.10 693.90 25 2.5 VDOT DI -3A (Match Exist. ) 690.5 27 8.0 VDOT DI -3C (Match Exist. ) 691.0 11 re ?a Type 'A' Type 'A' Type 'A' Type 'A' Type 'A' Type 'A' Type 'A' Type 'A' Type 'A' Grate Type 'A' Type 'A' Type 'A' 111111110111111111 9.98 10.25 8.46 8.20 6.15 6.90 6.13 9.06 7.50 4.00 4.40 4.50 4.45 STORM SEWER PIPE SCHEDULE Date: 5/12/2014 SCALE 1° = 30' 6 -3) \\ / ALL INFORMATION SHOWN OUTSIDE THE DISTURBANCE AREA WAS DESIGNED USING APPROVED COLLINS ENGINEERING PLANS FOR BLOCK 1 & BLOCK 3; WATER QUALITY, THE EXISTING STORM SEWER & MS -19 WAS PREVIOUSLY DESIGNED IN ANTICIPATION OF THIS DEVELOPMENT PIPE # I FROM TO PIPE DESCRIPTION SLOPE IN OUT 26 27 25 32 L.F. CLASS III 15 "RCP 1.24% INV(IN)= 686.50 INV(OUT)= 686.10 24 25 10 25 L.F. CLASS III 15 "RCP 0.98% INV(IN)= 686.00 INV(OUT)= 685.75 22 23 21 22 L.F. CLASS III 15 "RCP 3.27% MIN)= 689.50 INV(OUT)= 688.78 19 20 18 101 L.F. CLASS III 15 "RCP 3.66% INV(IN)= 687.80 INV(OUT)= 684.10 17 18 106 61 L.F. CLASS III 15 "RCP 3.11% INV(m)= 684.00 INV(OUT)= 682.10 15 16 4 37 L.F. CLASS III 15 "RCP 2.43% INV(IN)= 684.75 INV(OUT)= 683.85 13 14 12 22 L.F. CLASS III 15 "RCP 0.68% INV(IN)= 686.25 INV(ouT)= 686.10 11 12 10 60 L.F. CLASS III 15 "RCP 0.41% INV(IN)= 686.00 INV(OUT)= 685.75 9 10 8 35 L.F. CLASS III 15 "RCP 0.71% INV(IN)= 685.65 INV(OUT)= 685.40 7 8 6 53 L.F. CLASS III 15 "RCP 0.56% INV(IN)= 685.30 INV(OUT)= 685.00 5 6 4 142 L.F. CLASS III 15 "RCP 0.74% INV(IN)= 684.90 INV(oUT)= 683.85 3 4 2 55 L.F. CLASS III 15 "RCP 1.00% INV(IN)= 683.75 INV(ouT)= 683.20 1 2 Ex. 114 52 L.F. CLASS III 15 "RCP 1.15% INV(IN)= 683.10 INv(oUT)= 682.50 Storm Sewer Pipes below are as shown on Approved Block 3A WP02008 -0014 ((Proposed Upper Ballard Pond Outfall Under Old Trail Drive) 120A Ex. 12013 Ex. 122 127 L.F. CLASS III 24 "RCP(Temporairy) 10.07% INV(IN)= 675.24 INV(ouT)= 662.44 120C Ex. 12013 120D 296 L.F. CLASS III 42 "RCP 0.53% INV(IN)= 675.24 INV(OUT)= 673.67 120E 120D 120F 105 L.F. CLASS III 42 "RCP 0.50% INV(IN)= 673.57 WV(OUT)= 673.05 120G 120F 120H 130 L.F. CLASS III 42 "RCP 0.27% INV(IN)= 672.95 INV(OUT)= 672.60 30 15 0 30 60 SCALE IN FEET OLD TML- 8053\BLOCKS 1 &3\BLOCK 1 &3C\13LOCK 3C- BASE.DWG --IA REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Comments) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1.2013 Scale 1 " = 301 U T l �•/ a c w U U 0 Z Z > 00 X11 = co W 2 0 No w �U z0 JO O.j Q. Q^ m C tL I= Z OU W LL Z J Tv ,� co Q UQ r W (� J 08 N O Z� Lei U04 Lu Oj 4 ¢ O ..j Q) �0 Lu 0 L J , �0 L W LA >FC? Z N W W aW O r. n M"� ¢ d' co M W W 2 04 a REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Comments) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1.2013 Scale 1 " = 301 FILE NUMBER 8053 SHEET 5 of 13 U UJ M U 0 Z Z > 00 CL J Cd (9 Z v L4 TM w �U JO O.j m FILE NUMBER 8053 SHEET 5 of 13 i FIi_17 �i .:1 675 9to Cr��17 675 670 10+00 1 1 11 SANITARY SEWER PROFILE BLOCK 3, OLD TRAIL VILLAGE FINISHED GRADE /��� EXISTING C/L GRADE `LI 7M � NOTE: CO CD N TRACTOR TO � o °? J ° o ED GRADE C t: c`n" FIELD VIER FY INVERTS o ! (RAMS TO BE AS EXISTING rri RA11k COMBINATION FIRE HYD OF THE VOOT ROAS 6ES�N MANUAL, RiCLUOIMr. VCHT.. o PRIOR TO Q CONSTRUCTION. z a, z Q U ASSEMBLY J�6 Pv! � 000 M C° MANHOLE HALL BE CORE Q co II INCREASED TO 7 "'. II i FLAME LINE �. II z II DRILLED, D COR -N -SEAL Z - -°"- z < EXPANSIO� FIRE HYDRANT � Q °- N o GASKET IN TALLED. N o 0(0 M JMT ASSEMBLY NOTEz WIDTH "6" 3 D DR AS W 695 X 3' PAIN X ..� C-) 5, OPTIONAL €LOWLONE MAY REQUIRE W910"G N PLAN VIEW U �lil Cn ENTRANCE NOTES " MANLNE ROADWAY SLOPE 6, PLANS ARE TO INDICATE WHEN COHSTRUCTICNN OF A FLOW I � 10' PARABDUC CURVE LPIE IS CURED TO PROVIDE P�7SdTWE ORARNAGE ACROSS EOOE OF SHOW OR $ % MAX, [) THE ENTRANCE. / SLOPE cHAP+X;E j� Y.�. 7, PAVEMENT SHAiL BE GONSTRi}GTEfl 7Q 7HE MAtI. ROADWAY ' MIN. W/L COVER R/W U RfW LINE'r" E.PT ANY SUBOR.NE STA�1.IiA4TK4 REQVIRW FOR MM•I I E PAVEMENT WHICH CNN BE / ao 6% MAX. " "^" ,,,� WL 680 0 74q SLOPE C1NANCE -° B.. RADIAL CLAS OR COMBINATION CM AND G71WR °O •s D 690 / L'_-oo_ // PLUG &M2" B.6 EXCEPT FOR REPLACEMENT PURPOSES., 690 8" D.I. B. THE DES ABLE A1C HAXAA1M ENTRANCE OR V CHANGES 5° MIN. j COM RCIA. ENTRANCE °D" ARE LISTED IN THE ALLOWABLE. EN TRANCCE CRADE TABLE. THESE VALUES ARE NOT AoPLiCABLE To STREET M CONSTRUCT GRADF CHANGES WITH A PARABOLIC CURVE, CC3hRECT1CM45. 18 MIN. CLEAR SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES 6" WA SEPARATION 12" MIN. SEPARATION 0 W A 8" PVC SA w/ ~ =° 0 6 0 I I 00 "' 103.32 L. OF 685 67.13 L.. OF 8" P.V.C. 0.60% 685 MANHOLE W D.L. SEPARATION IIEX, HP DE EX. 18" (SEE N0� W� Z Z O HPDE 680 -! m Z o at 3.11 m - L68 6.85 688.68 N'N m U 89.79 L.F OF " P.V.C. X T A N J �I N J it >?O 95.00' N680 W w > W J w Q N w > 8" D. 1. N dl w 680 Q w> Q Q w o' - o > a w -JZ oQQ wo >� C) o0 ADE Z> z rn W W W P w N 4 Boa >� z �o 00 GRADE t� °° X Q CD m Q CL zUaf�p rn m \z Q= X X D w o N NLq � °° v °' 01) Oo N Q= 'ap' 3� 0) io 675 o� to it N w to �, a C° c0 ���� 0o io c o WQ v n bas H low 1 OR N O r to co X co X 4M 00 (000 rri 00 '-i 00 S9 cco II I oz II p ~� ♦ zo �z oz w L'< 1.�. w co -z L1< w z w zz L�J <c 0#50 1+00 1+50 2+50 3+00 3+50 BLOCK 1 & BLOCK 3 8" W/L PROFILE ASHLAR PRIVATE ENTRANCES it 1 :: ► II NOTE: CONTRACTOR TO HIGh = A-1 x STREET APPROACH SAME SURFACING PS MANORS ROADWAY (SEE NOTE 6E FINIS ED GRADE C t: FIELD VERIFY PRIOR TO INVERTS CONSTRUCTION. WHEN OG -HIS. USED STREET CO NNECTIO)NS THE CONNECTION MUST BE DESIGNED IN Af OROANL"� i4ISTH z ! (RAMS TO BE AS EXISTING C/L GRADE RA11k COMBINATION FIRE HYD OF THE VOOT ROAS 6ES�N MANUAL, RiCLUOIMr. VCHT.. 700 ccAHB AND. OG -5i'SE Q DISTANCE REQUIREMENTS. Z WHEN THE ENTRANCE R: CANNOT AOCOMatgDA7E THE FIRE H RANT U ASSEMBLY J�6 Pv! � a - \ASSE BLY INCREASED TO 7 "'. i FLAME LINE �. 2 ` 00 ..,_.. -'A - -°"- 695 EXPANSIO� to � Q H Q � ceTO MATCH. THE MOUNTABLE CUM CL N 0(0 M JMT CONFIGURATION, NOTEz WIDTH "6" 3 D DR AS W MA ;.M"& ROADWAY' i, SEE STANDARD CU -12 FOR CURB RAMP DESICM T4 BE USED WITH THIS STANDARD_ 3' PAIN W/L COVER ..� C-) 5, OPTIONAL €LOWLONE MAY REQUIRE W910"G N PLAN VIEW U �lil Cn ENTRANCE NOTES " MANLNE ROADWAY SLOPE 6, PLANS ARE TO INDICATE WHEN COHSTRUCTICNN OF A FLOW I � 10' PARABDUC CURVE LPIE IS CURED TO PROVIDE P�7SdTWE ORARNAGE ACROSS EOOE OF SHOW OR $ % MAX, [) THE ENTRANCE. LI ORTiONAi FLOW LINE- SLOPE cHAP+X;E j� Y.�. 7, PAVEMENT SHAiL BE GONSTRi}GTEfl 7Q 7HE MAtI. ROADWAY _ •.._ �... •..'.: -• ._•.. ^...�•,.. "-.. --•; •... ® .. ......:.... R/W U RfW LINE'r" E.PT ANY SUBOR.NE STA�1.IiA4TK4 REQVIRW FOR MM•I I E PAVEMENT WHICH CNN BE / ao 6% MAX. " "^" ,,,� WL 680 0 74q SLOPE C1NANCE -° B.. RADIAL CLAS OR COMBINATION CM AND G71WR °O •s D SHALL NOT BE CONSTRUCTED BEYOP N THE Rl7W LM Of 13" RCP EXCEPT FOR REPLACEMENT PURPOSES., 690 8" D.I. B. THE DES ABLE A1C HAXAA1M ENTRANCE OR V CHANGES 5° MIN. j COM RCIA. ENTRANCE °D" ARE LISTED IN THE ALLOWABLE. EN TRANCCE CRADE TABLE. THESE VALUES ARE NOT AoPLiCABLE To STREET M CONSTRUCT GRADF CHANGES WITH A PARABOLIC CURVE, CC3hRECT1CM45. 18 MIN. CLEAR SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES 6" WA SEPARATION 12" MIN. SEPARATION 0 A 8" PVC SA OF 8" P.V.C. ~ =° 0 15" RCP 00 "' V at 1 685 zo 15 RCP o .93% SEPARATION IIEX, HP DE EX. 18" W� Z Z O HPDE 680 -! m Z o at 3.11 m L68 6.85 688.68 N'N U 89.79 L.F OF " P.V.C. X T A N J �I N J it >?O 95.00' N680 W Q > W J Z Q N w > 8" D. 1. LLJ U _J M cn w U-1 ~ Q w> Q Q w o' - SA > w H_ N oQQ wo >� rn ADE Z> z CD W W W P N 4 ® 0.50% W��� 00 GRADE oo -x °° X Q CD = cx �, Q CL rn X M o Q= X X D w o N �., � °° v °' d Oo N ►� <r °O 0) io 675 = to co cc� II 14-W Vj ^ c low 1 670 10+50 11+00 11+50 12+00 i I HIGh SRADKIS TO M AS A-1 x STREET APPROACH SAME SURFACING PS MANORS ROADWAY (SEE NOTE 6E GENERAL NOTES SHOWN ON PLANS) . C t: D x 1 ..._. WHEN OG -HIS. USED STREET CO NNECTIO)NS THE CONNECTION MUST BE DESIGNED IN Af OROANL"� i4ISTH 58;C ! (RAMS TO BE AS AASH'TO POLICY AND THE APPLOCABL.E NE?7t,MRf'9.£ ITS 0 RA11k COMBINATION $MOWN ON PLANS) OF THE VOOT ROAS 6ES�N MANUAL, RiCLUOIMr. VCHT.. 700 ccAHB AND. OG -5i'SE cuTTER NOTE 7) DISTANCE REQUIREMENTS. Z WHEN THE ENTRANCE R: CANNOT AOCOMatgDA7E THE a } U TURNINO REQUIREMENTS OF ANTICIPATED HEAWY TRLICM J�6 Pv! � TRAFI THE DEPTH FOR SOEWALK 6 OURS RAMP$ WITRN fHE LIMITS OF THE RADOSHOOLO 5`E (SE€ NIOTE N r4i OPTIONAL �" INCREASED TO 7 "'. i FLAME LINE �. 3,.WHEN USED N CON.VKHON WNTH STANDARD, CO -3 a� 00 ..,_.. -'A - -°"- OR OD -7, THE CURS FACE ON THIS STANDARM IS TO EXPANSIO� to � Q H Q � ceTO MATCH. THE MOUNTABLE CUM CL N 0(0 M JMT CONFIGURATION, NOTEz WIDTH "6" 3 D DR AS W MA ;.M"& ROADWAY' i, SEE STANDARD CU -12 FOR CURB RAMP DESICM T4 BE USED WITH THIS STANDARD_ SHOWN SHOWN C1IP TYPICAL SECTION, tCM, S I2N �{-.e� �O ..� C-) 5, OPTIONAL €LOWLONE MAY REQUIRE W910"G N PLAN VIEW PORTION OF GUTTER TO PRECLUDE P}ND NG 6F�WATER: �lil Cn ENTRANCE NOTES " MANLNE ROADWAY SLOPE 6, PLANS ARE TO INDICATE WHEN COHSTRUCTICNN OF A FLOW I � 10' PARABDUC CURVE LPIE IS CURED TO PROVIDE P�7SdTWE ORARNAGE ACROSS EOOE OF SHOW OR $ % MAX, [) THE ENTRANCE. LI ORTiONAi FLOW LINE- SLOPE cHAP+X;E j� Y.�. 7, PAVEMENT SHAiL BE GONSTRi}GTEfl 7Q 7HE MAtI. ROADWAY _ •.._ �... •..'.: -• ._•.. ^...�•,.. "-.. --•; •... ® .. ......:.... R/W U RfW LINE'r" E.PT ANY SUBOR.NE STA�1.IiA4TK4 REQVIRW FOR MM•I I E PAVEMENT WHICH CNN BE ao 6% MAX. " "^" ,,,� .OMITTED IN THE ENTRANCE.) 680 0 74q SLOPE C1NANCE -° B.. RADIAL CLAS OR COMBINATION CM AND G71WR °O •s D SHALL NOT BE CONSTRUCTED BEYOP N THE Rl7W LM Of 13" RCP EXCEPT FOR REPLACEMENT PURPOSES., 61 LF of 13" 2t}'. MffiN$MIJM Fi?R B. THE DES ABLE A1C HAXAA1M ENTRANCE OR V CHANGES 5° MIN. j COM RCIA. ENTRANCE °D" ARE LISTED IN THE ALLOWABLE. EN TRANCCE CRADE TABLE. THESE VALUES ARE NOT AoPLiCABLE To STREET M CONSTRUCT GRADF CHANGES WITH A PARABOLIC CURVE, CC3hRECT1CM45. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES . >. "''' ENTRANCE VOLU dE GRADE CC�IANDE "[tF" DESTRABLB MA %IA}t4. HIGh __ MORE THAI 95413 VPG iH % S X. MEDIA3 5t?D°bSOO v;5 s s x D x LOW LEBB TTNAN 500 VPO 58;C BX 1: 11 36" MIN COVER 69Q 12" MIN. SEPARATIOP .:1 705 700 695 690 CD 1 STORM SEWER PROFILE STR. #14- EXIST. 114 5 W J C° Z3 o so Z < =^N J M J 5 y � � v 3.5F PROO FILE OFFSET 0+ 11+00 30.000 PROFILE OFFSET 30.000 PROFILE CL #25 MATCH AVEME T 50. C SI T DIST CE 160.70 16. =K .•1 E 685 676 SANITARY SEWER PROFILE BLOCK 1, 9LD TRAIL VILLAGE a OT 1-b 4 COQ 11+60 12+00 12+50 13+00 13+50 UL III mur at 0.98% �OCp ASHLAR AVENUE F-p$ ii 0 ck� UU 6 PPROFILE 4� LO c4 * 0 9 atO Q �0) 700 tn zap V' a N I co Mt o go U O � 014 101 N r4i OU >LL r+ •4 F- to a� 00 v ° CR Q A std to a10 Q H Q w CL N 0(0 M CL III RCP 2 v n 55 LF �O ..� C-) C..) N aHH CO� H V) !- �lil Cn " t- 50. C SI T DIST CE 160.70 16. =K .•1 E 685 676 SANITARY SEWER PROFILE BLOCK 1, 9LD TRAIL VILLAGE a OT 1-b 4 COQ - t'w „• "'• U+UU 0+50 1+W 1+50 STORM PROFILE STR #20 - EXIST. 106 705 106 18 20 Wo 9 A0 700 V V 695 to mQ M 00 U � ) UL III mur at 0.98% �OCp o F-p$ n ck� UU 00 M II co 0 W atO Q �0) 700 M X zap V' a O a� co go U O a _ 101 LF of 13" OU >LL 695 00 to a� 00 v ° 0 00 n n to a10 w CL 0 0(0 M CL III RCP 2 v n 55 LF i ..� 685 N r i w CL at N " Cn I � W N at 2 4 43% C EEO C° ao 00 19 ic"o ao cDat n 680 0 74q °O I) CL 111 Of 13" RCP 61 LF of 13" II EX. 12" W/L o 6" WA A 163.06 L.F OF 8" P.V.C. ~ =° n 00 "' V at 1 CL III RCP 18" �i .93% SEPARATION IIEX, HP DE EX. 18" HPDE 680 at 3.11 L68 6.85 688.68 32LFof13" 89.79 L.F OF " P.V.C. - zz SANITARY EWER it >?O 95.00' w 8" D. 1. d 00 - SA ITARY SEWER N FINISHED G ADE Z> z Z N N 4 ® 0.50% EXISTING C/L GRADE ^ at 1.24% o�) rn M o M o N rn � t`pi `� °' Lfj ° N ►� N 0) 1n = to co cc� II Z Vj ^ c co co x co t7� X Q co X co X 4M Ito Go o X ( S9 cco > z > - z oz op lci=' ♦ 675 w L'< w co LJ co co L1< w wW w zz L�J <c sow M zz - t'w „• "'• U+UU 0+50 1+W 1+50 STORM PROFILE STR #20 - EXIST. 106 705 106 18 20 Wo 9 A0 700 V V 695 to mQ o 00 U � ) UL III mur at 0.98% �OCp o F-p$ w ck� UU 00 ~ II o 0 W Q �0) 700 M X N V' a CL �. go U O a _ 101 LF of 13" OU >LL 695 00 to F 00 v ° co 00 n n to Q w ° 0 0(0 M CL III RCP 2 v n 55 LF i ..� 685 O� r i w CL at III RCP 3.66% " CL III I � W aW 0) at 2 4 43% w C° ao 00 19 ic"o ao cDat n 680 0 74q °O I) CL 111 Of 13" RCP 61 LF of 13" 11 1� 12+50 13+00 13+50 9+00 9+50 10+00 10+60 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 00 ° "'t ♦ o C'I ILO 0000 11 '000 0 Coco 11 '- II II II I- =o z o z ♦ o SCALE 1" = 50' HORIZONTAL SCALE 1" = 5' VERTICAL �t,1Tx OF j� 5 o C, Vol 50 25 0 SCALE IN FEET 50 100 2-5 ALBEMARLE COUNTY Christopher C. Mulligan Lic No w o Z imp • - Z Z Z 11 •1:•, D 675 3+00 STORM PROFILE STR #47 6 n 616) c4 o 00 (6 00 U � ) UL III mur at 0.98% �OCp o o ` o �, �, w Z O J_I o + o 0 W 142 LF of 1 700 � N CM NQ Q's 0. �. go U O �W _ 101 LF of 13" OU >LL 695 00 to Q 00 # p co 00 n n to Q ° 0 0(0 M CL III RCP 2 v n 55 LF i ..� 685 O� r i w CL at III RCP 3.66% " CL III CP W aW 0) at 2 4 43% w C° ao 00 ic"o ao cDat n 680 0 74q °O 00 CL 111 Of 13" RCP 61 LF of 13" o iQ- ° z ~ =° 00 "' CD at 1 CL III RCP 680 at 3.11 32LFof13" zzzz - zz it >?O w CL III RC d 00 - N Z> z Z N ° at 1.24% o�) rn M o M o N rn � t`pi `� °' 'gi ° N rqi N 0) = o co co x co t7� X Q co X co X 4M X � � o X ( 0) cco coo j< op lci=' ♦ 675 w L'< w co LJ co co L1< CMi co co w co cv L�J <c sow x �, 675 0 680 0°0 675 12+50 13+00 13+50 9+00 9+50 10+00 10+60 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 00 ° "'t ♦ o C'I ILO 0000 11 '000 0 Coco 11 '- II II II I- =o z o z ♦ o SCALE 1" = 50' HORIZONTAL SCALE 1" = 5' VERTICAL �t,1Tx OF j� 5 o C, Vol 50 25 0 SCALE IN FEET 50 100 2-5 ALBEMARLE COUNTY Christopher C. Mulligan Lic No w o Z imp • - Z Z Z 11 •1:•, D 675 3+00 STORM PROFILE STR #47 6 n 616) c4 c4 ` vo U � ) II II Z �OCp �v Z N w W `` Z O J_I z Q�s U •� W 2 700 � N CM NQ Q's 0. �. go U O �W _ Ce Q� OU >LL 695 CONNECTS 8" W/L Q 00 # p UQ AggTNO �STTR &16 P15G REXIST. Q CP I� O 0(0 M 2 v rz Co � 0 ..� 685 O� r i w LL 0� 37LFof1 " CL III CP W aW 0) at 2 4 43% T �W oW Z = f� a 680 t412- 0+00 0+50 1+00 1+50 2+00 0+00 0+50 1+00 STORM PROFILE FOR FINAL PLAN GENERAL NOTES A�, 031672 ww4 STR, #23- 21 SHOWN ON �A`E'" FEET °�� �ti� SHEET 8 OF THESE PLANS General Construction Notes ss1 oNAL E� ALBEMARLE COUNTY 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 R e ass and Cereal i C a Winter Rye, or in March y gr y , and April to consist of Annual Rye, or May 1. Prior to any construction within any existing public right -of -way, including connection to through August to consist of German Millet. Straw mulch is to be applied at 80lbs /100sf. an existing road a permit shall be obtained from the Virginia Department of 3 -NO.4 RODS I. The plan approving authority must be notified one week prior to the pre - construction Y g p g p " " CUNT. Alternatives are subject to approved by the County erosion control inspector. 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 8. During dewatering operations, water will be pumped into an approved filtering device. " prior to the final inspection. 9. The contractor shall inspect all erosion control measures periodically and after each runoff- 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. of the permit. Where any discrepancies occur the requirements of the permit shall govern. 3 Agricultural grade limestone shall be applied at 901bs/1000sf incorporated 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 according to producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of pP rpo ated into the top 4 -6 P 5' -9" minimum standards ands 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 standards of VDOT unless otherwise noted. LONG -� _ I PAVEMENT p g mix. Permanent seeding shall be applied at 180lbs /acre and consist of 95% Kentucky 31 or 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. e p pP Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be EDGE OF I : Regulations. 11. All waste materials shall betaken to an approved waste area. Earth fill shall be inert erosion control plan and shall be installed prior to any clearing, grading or other e '' applied at 801bs /100sf. Alternatives are subject to approved b the County erosion control CUR PAVEMENT 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. pp 3 pp Y ty construction. r :.=o �, p inspector. clearing. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. Y p p g 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at Ordinance section 5.1.28. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, ` ` 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. j j j c' c' ` `' ` ` ` ` `" ` `" ` `' ` ` all times. 13. All inert materials shall be trans orted in compliance liance with section 13 -301 of the Code of e p �- �- ` �. J �- j �- ; �- ` �- ` �. ` �- ` j p P when 50% of the wet storage volume is filled with sediment. All seeded areas are to be 5. Prior to commencing land disturbing activities in areas other than indicated on these plans Albemarle. reseeded when necessary to achieve a good stand of ass. Silt fence and diversion dykes 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the ,N',. -� � ,; �: .� a � c; � � � �: � �; � , � �; � �, � �; � .; � �; � q � �'Y g �' y ., ,, , ,, ti �, �, (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to which are collecting sediment to half their height must be cleaned and repaired immediately. County Engineer, or designee, it is deemed necessary in order to stabilize a drainage a _ _ j ` j J supplementary erosion control plan to the owner for review and approval b the plan channel. _ __ - PP ` p DIP Y P the hours of 7:00am to 9:OOpm. 20. All temporary erosion and sediment control measures are to be removed within 30 days of _ _ P r5' i approving authority. 5. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral final site stabilization when measures are no longer needed subject to approval b the 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic _ �: �l � = �� I �� I �.� � �� ��I � j pp g ty� � tY g j pp y g 6. The contractor is responsible for installation of any additional erosion control measures support, or order to minimize an hazard to persons, physical damage to adjacent land and County erosion control inspector. Control Devices. DIP � Y P S P Y g j tY p 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 be void if the owner does not obtain a permit within 1 year of the date of 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. BASE AS SPECIFIED WHEELSJOP & PAVEMENT authority. p p Y MIN.. 18 LONG. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent approval. (Water Protection Ordinance section 17- 204G.) 9. All excavation for underground pipe installation must comply with OSHA Standards for 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 by 22. Permanent vegetation shall be installed on all denuded areas within nine 9 months after the the Construction Industry (29 CFR Part 1926). BUMPER BLOCK DETAIL land disturbing activities and during site development until final stabilization is achieved. this plan regardless of the sale of an lot unit building or other portion of the roe g ( ) NOT ra scuE p g Y g p property. rtY• date the land disturbing activity commenced. (Water Protection Ordinance section 17- 207B) OLD TRAIL- 800BLOCKS 1&3\BLOCK 1&3CYBLOCK3C-BASE.DWG , REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Comments) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale 1 " =50' Horizontal 1"=51 Vertical U � ) a �v Z w W `` Z O J_I z Q�s U •� W 2 2W �ZU � N CM NQ Q's 0. �. go U O �W ! 0 Q� OU >LL Q. _ Z Q 00 w UQ W OI I� O 07:86) N v rz Co � 0 ..� CO LU O� r i w LL 0� U3 H o W 0� W aW 0) T �W oW Z = f� a REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Comments) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale 1 " =50' Horizontal 1"=51 Vertical FILE NUMBER SHEET U W M >- co (� W `` Z O J_I z Q�s _Q t7 >m �0 J06 2W �ZU � m pJ Q w� �Q JV O of Q� o Cd cc FILE NUMBER SHEET J- TD-6 F- W J z FLEXIBLE CONNECTION WITH STAINLESS STEEL BAND 10 PSI CONC. BASE BENCH SLOPED TO (FLOW CHANNEL 1/4" 1" MIN BRANCH NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION " BOOT " INSTALLED O TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S -I -B SIZE BRANCH AND VALVE THE SAME AS WATER MAINS - ID-1 GENERAL WATER & SEWER CONDITIONS February O6, 2013 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY &SCA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORMY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSAIRY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE (GENERAL WATER AND SEWER CONSTRUCTION SPECIFICA11ONS 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- 7(D01). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM 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 DITrCHES. 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 IN 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 DRINKING WATER ACT). WATER THREADED COUPLING VARIES PVC NIPPLE AND CAP or ' PVC SLEEVE BRASS NIPPLE AND CAP VALVE BOX o LUBRICATE ALL THREADS T PLUG THRUST BLOCK *10 METER BOX (SEE FIG. W -7) -iT T < VARIES - -- VALVE BOX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF 2" GALV. OR GRADE ALLOWS ROD VALVE VARIES VARIES BRASS PIPE TO TEE PLUG 2" 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 ;� TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE �- ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 Z (SCREW TYPE) OR APPROVED EQUAL a Z N M M.J. GATE VALVE WATER .d 4 h 1 I d h h. LINE 2500 P.S.I. CONCRETE 2'x 2' BEARINGAREA. THRUST BLOCK NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE 8" 21 -A STONE BASE 1' 2' 12' ASPHALT c 1.0' 1.0' FACE OF FACE OF CURB CURB TYPICAL REAR ALLEY S� ECTI O N ALLEY TO SERVE LOTS 14 -20 - PRIVATE N.T.S. NTS FIG. W -5 NTS FIG. W -8 TD -26 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROMM EQUAL 1'xt "x1" TEE NOTE NO SWEATED FITTINGS DUAL SERVICE 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USEDI ON PVC PIPE. FINISHED GRADE - LOCKWING 1/4 BEND COUPLING (IF REQUIRED) BALL MUELLER NO. H -15069 �1.") VALVE NO. H- 15068�11] L 1/2 ", 2 ") ((INLET & FORD NO. L02- 6 /2") QU7lET) NO. L02 -77 2 ) 36" MIN. OR APPROVED EQUAL C FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID BROOKS 2200 SERIES BOX 10 " -15" WITH EXTENSION OR /UUN AVEDD AREAS IN COPPERSETTER - (PLACED ON STONE) McDONALD 20-209 WWDD 33 OR APPROVED EQUAL e STONE BRICK AS CORPORATION STOP (1'. 1 11e, 2') BEDDING NECESSARY MUELLER NO. H -15000 FORD NO. F -600, OR APPROVED EQUAL TYPIICAL SERVICE LATERAL INSTALLATION NTS FIG. W -6 ADDED FEB. 16, 2006 TD -18 TD -19 ROAD NAME STATION 16' PRIVATE ACCESS EASEMENT PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM -9.5 PAVEMENT CROSS SLOPES VARY 21B CU.YD. REFER TO PLAN FOR LOCATION OF CG -2, CG -6, ROLL-TOP & C&G TRANSI11ONS R/W CC 1.5" SM -9.5 CC CONCRETE ROLLTOP CURB 1.5' SM -9.5 I ( EADER CURB, NO GUTTER) ;1 3.1 / ASPHALT \ 0 3 8" a -. r.�, -:+ .�! _ate.. +,'aX 'e` -��✓ - - 3 3 ONSITE 0.24 10' -12' 8" 21 -A STONE BASE 1' 2' 12' ASPHALT c 1.0' 1.0' FACE OF FACE OF CURB CURB TYPICAL REAR ALLEY S� ECTI O N ALLEY TO SERVE LOTS 14 -20 - PRIVATE N.T.S. NTS FIG. W -5 NTS FIG. W -8 TD -26 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROMM EQUAL 1'xt "x1" TEE NOTE NO SWEATED FITTINGS DUAL SERVICE 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USEDI ON PVC PIPE. FINISHED GRADE - LOCKWING 1/4 BEND COUPLING (IF REQUIRED) BALL MUELLER NO. H -15069 �1.") VALVE NO. H- 15068�11] L 1/2 ", 2 ") ((INLET & FORD NO. L02- 6 /2") QU7lET) NO. L02 -77 2 ) 36" MIN. OR APPROVED EQUAL C FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID BROOKS 2200 SERIES BOX 10 " -15" WITH EXTENSION OR /UUN AVEDD AREAS IN COPPERSETTER - (PLACED ON STONE) McDONALD 20-209 WWDD 33 OR APPROVED EQUAL e STONE BRICK AS CORPORATION STOP (1'. 1 11e, 2') BEDDING NECESSARY MUELLER NO. H -15000 FORD NO. F -600, OR APPROVED EQUAL TYPIICAL SERVICE LATERAL INSTALLATION NTS FIG. W -6 ADDED FEB. 16, 2006 TD -18 TD -19 ROAD NAME STATION VPD PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM -9.5 BM -25.0 21B CU.YD. J R/W CC 1.5" SM -9.5 CC CONCRETE &G E Ashlar Avenue 0 +0 - 4 +05 1,645 16' 1-1/2" 4" 8" COLLECTOR PRIVATE ONSITE 0.24 10' -12' 1 -1/2" 3" 6" 12' 12° PRIVATE ALLEY ONSITE 2.25 10' -12' 1 -1 /2" 1.0 8" O 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 REMOVE EXISTING SAWCUT THROUGH SURFACE COURSE 12" EXISTING SURFACE COURSE 2 l t PROPOSED SURFACE COURSE 1- - INTERMEDIATE ASPHALT BASE ASPHALT �`' �:s BENCHED PAVEMENT ':;1»,.•. ..•• .;.,: ;;r..r JOINT W7ASPH. •� 4. PRIME TACK COAT -'o0o AGGR.�o6ASE S0.°00, c(, o K NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT R4 YEMENI JOINT DETAIL 32' PRIVATE R/W •1 3 X FOR ALL BENDS p45l��. PAVEMENT CROSS SLOPES VARY max 2 L A ow REFER TO PLAN FOR GRADES & LOCA11ON OF CURB AND GUTTER SIZE T R/W CU.YD. J R/W CC 1.5" SM -9.5 CC CONCRETE &G E H &G E 3 .1 -. :. 3� 777-77 77 F 7 _ - 90 BINDER 6" 21 -B B 2.50 CG -2 0.24 STONE BASE UNDERDRAIN (HEADER CURB, 1' 2' 1.0° 12' 12° 2' Iq NO GUTTER) 2.25 2.60 0.15 1.0 \ O O (� W FACE OF 1.50 FACE OF 2.52 CURB 2.00 CURB 2.50 0.15 TYPICAL ENTRANCE SECTION 11 1 /4 1.50 PRIVATE(BLOCK 1 & 3) 2.50 0.10 N N.T.S. •1 3 X FOR ALL BENDS p45l��. 3.5' max 2 L A ow 45' SIZE T PLUG 45' 3.5' max 2 L A ow 45' SIZE max PLUG CU.YD. J CU.YD. 2 BEND 777] 1 1 FOR TEE OR WYE FITTINGS - WIDEN TRENC �- ACCOMMODAI ANCHOR IF REQUIRED. )DING AS 'QUIRED SECTION 2 -2 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - CLOW MEDALLION VILLE THREADS WHICH IS AM&H MODEL 129 THE LOCAL STANDARD. OR APPROVED EQUAL LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') VALVE 7 CU. FT. 18" BOX #68 STONE 6" GATE 36 "MIN VALVE 2500 P.S.I. CONCRETE__ BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE 8" 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 THREADED RODS IN ADDITION TO POURING OR 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. z_ EX. PROP. 9 R/W R/W ~1 6' SIDEWALK 4" 3000 PSI / TD -7 4" PERFORATED UNDER -DRAIN 12" MIN. COVER(TTE TO INLETS) VDOT STD CG -6 PIPE 3.5' BEND DIMENSIONS VOL. ow VOL SIZE OF (FEET) CU.YD. (FEET) CU.YD. 4" 3000 PSI BEND 4" 3000 PSI CONCRETE L H T L 6' SIDEWALK 4" 3000 PSI / TD -7 4" PERFORATED UNDER -DRAIN 12" MIN. COVER(TTE TO INLETS) VDOT STD CG -6 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL SIZE OF (FEET) CU.YD. (FEET) CU.YD. 4" 3000 PSI BEND 4" 3000 PSI CONCRETE L H T L I H T _ - 90 2.50 2.50 3.01 0.24 12" MIN. COVER(T1E TO INLETS) UNDERDRAIN �@ 14.5' 4" & 6" 45 2.00 2.25 2.60 0.15 JZ r�0 v 1 O O (� W 22 1 /2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 O 11 1 /4 1.50 2.00 2.50 0.10 N cu 90 3.66 3.16 3.21 0.48 it ? 0 U CM o 8" 45 2.66 2.66 2.77 0.26 rn 4 n � 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. 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 NTS FIG. W -3 TD -14 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FI G. W- 2 TD -13 ROAD CLASSIFICATION SCHEDULE 61' MIN. BUILDING - BUILDING EXISTING 54' PUBLIC R/W PROPOSED 39' PUBLIC R/W POINT OF FINISHED GRADE 1.5" SM -9.5 VDOT STD SURFACE CG-6 1/4-:1- -a PROP. R/W 4" VDOT 21A o STONE BASE r , ' -4" ABM -25 8" 21 -B 5' PLANTING STRIP 4" UD -4 BINDER SUB -BASE 4" UD -4 (TREE WELLS & PAVERS, UNDERDRAIN UNDERDRAIN SEE DETAILS) 2' 16' 16' 2' 8' PARKING LANE 1O'TRAVEL LANE 10'TRAVEL LANE 8' PARKING LANE 1' 6" VDOT 21B STONE BASE 1 0.5' 0.5' (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 27.0' TYPICAL SECTION (NO Ashlar Avenue (39' PROP SED Station 11 +25 - Private Entrance N.T.S. 54' EXISTING PUBLIC R/W EX. z_ R/W VAR. WIDTH C' R::1 SIDEWALK R/W (MIN =6') c0 w g 4" 3000 PSI z VDOT STD 4" 3000 PSI CONCRETE a� CG -6 3 ;1 1/4": 1' -a ei 3 I •.i- -1 /4 ":1' 4 VDOT• 3tA _ - STONE BASE 0 J U O 4" PERFORATED UNDER -DRAIN �4" UD -4 rl V 12" MIN. COVER(T1E TO INLETS) UNDERDRAIN �@ 14.5' 2' 10' 6" VDOT 21A STONE BASE 0.5' TRAVEL LAI (EXTEND 1' BEYOND BC) 4: JZ 27.0' TYPICAL SECTION (NO Ashlar Avenue (39' PROP SED Station 11 +25 - Private Entrance N.T.S. 54' EXISTING PUBLIC R/W EX. z_ R/W S In 3.5' o U � � U g 6' SIDEWALK 4" 3000 PSI �W CONCRETE 3 ;1 = 00� QZ< p 4" VDOT 21A ' \STONE BASE \4" PERFORATED UNDER -DRAIN 12" MIN. COVER(11E TO INLETS) ' PLANTING STRIP TREE WELLS & PAVERS, EE DETAILS) VDOT 21B STONE BASE TEND 1' BEYOND BC) a N VAR. WIDTH FS K � SIDEWALK Fr � w Fr R/W VDOT STD ¢ S1 4" 3000 PSI CG -6 > aJ CONCRETE 3 ;1 0- 3 ;# r VDOT 21A 3 0 " STONE BASE UNDERDRAIN ""\4" PERFORATED UNDER -DRAIN 12 " MIN. COVER(TTE TO INLETS) 2' 14.5' 0.5' 6" VDOT 21A STO E BASE (EXTEND 1' BEYOND BC) 27.0' PARKING) PUBLIC /W) OLD lI1FWL- 8053�BLOCKS 18o3�BLOCK I&3C�BlACK3C- BiASE.DWG , REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Comments) March 5, 2014 (Spots, &Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale As Shown U Ill CO T 1 a z U O � � U g .� _J�� -> �W v, W IW- Z = 00� QZ< I- N Q W M J U O A s ice, �- O rl V O cc �@ ®z O U w o T V 4: JZ r�0 v 1 O O (� W VQ W (/� J O' ii N O Z� _'g Urn N cu W Oo a�- it ? 0 U CM o W rz Cc O1, W (L 41 rn 4 n � C G W 0 a REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Comments) March 5, 2014 (Spots, &Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale As Shown FILE NUMBER 8053 SHEET 7of13 U Ill CO J V � 06 U O (� W z g .� _J�� -> v, W IW- Z Qm �r 00� QZ< I- U W M J U O A s ice, �- a 0J m 06 FILE NUMBER 8053 SHEET 7of13 5' 4" 3000 PSI CONCRETE i �_.____j t -�� � -i � - �t.`�. .: '•:- i.'.-•• -. - �_- ••.~--•�a f: .- •- a�- •.'- :�: i:.•,p• � 1 imm�i t� t i� ..= 4" VDOT 21A STONE BASE TYPICAL SIDEWALK SECTION N.T.S. 6" - FACE OF CURB 1' 2 18" 4 FACE OF 2" 18" CURB ° ". n 12" 6" 1r 12" a :a .............................................. .......... ............................... ..................... \BUILDER'S OPTION: AREA MAY BE CONCRETE. \ UILDER'S OPTION: AREA MAY BE CONCRETE. BOTTOM OF CUB MAY FOLLOW SLOPE OF BOTTOM OF CUB MAY FOLLOW SLOPE OF SUB -BASE PROVIDED A MINIMUM DEPTH SUB -BASE PROMIIDED A MINIMUM DEPTH OF 7 INCHES IS MAINTAINED. OF 7 INCHES IS MAINTAINED. 1' 2' 6" 2' ROLLTOP CURB CG -6 CURB N.T.S. N.T.S. 5' TRANSITION 5' EDGE OF PVMT./ GUTTER PAN • -- t`G -�& � GUS¢ � ". FACE OF BACK OF CURB BACK OF CURB CURB PB-1 ROLLTOP TO CG -6 TRANSITIONS GENERAL 1. METHOD ''A" PIPE BEDDING. SHALL RE USED FOR ALL TYPES OF :PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC 1TABLES. 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 • 72 I r WHERE d S LESS THAN 36 X • 18 WHERE d S 36 AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER, BEDDING MATERIAL MAY BE ELIMINATED. FOR HGRMA- 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 ELIMINA7 ED FOR SHOULDER SLOT INLET (DI -13) OUTLET PIPES :INSTALLATIONS. ELLIPTICAL PIPE 1.. S1 - OUTSIDE SPAN DIMENSION OF PIPE. 2, S,2,- INSIDE SPAN DIMENSION OF PIPE. 3. R - OUTSIDE RISE DIMENSION OF PIPE, 4. X - WIDTH OF CLASS IRACKFII L MATFRIAI. HEYOND THE EXTREMITY OF THE PIPE_ X - 12' WHERE 52 IS LESS THAN 36" X - 18" WHERE S2 IS 36 AND GREATER B. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2. 15 38" OR LESS 44D 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 S2 IS. 35" OR LESS AND HEIGHT OF COVER IT OR LESS. PIPE ARCH 1 S - SPAN DIMENSION OF PIPE. 2. R = RISE DIMENSION OF PIPE 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x WIDTH OF CLASS [BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. 12" WHERE S2 IS LESS THAN 36'. x - 18" WHERE S2 IS 36 AND GREATER 5. 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 IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS REEFERENFERENE RCE NEW.1 X04 GENERAL NOTES 303 107,00 VIRGINIA DEPARTMENT OF TRANSPORTATION PB -1 NO PROJECTION OF PIPE ABOVE GROUND' LINE TOP OF FILL � � TOP OF FILL 3'1" - GROUND LFIE H GROUND LINE N GROUND LIVE H 3'1" "0„ 3'8, 0.12. !� FORTH 1'' ROCK OR / �M r D.12" / D•12" !/ EARTH d d.. SOIL d D/2 4" D/2 r 0/2 PROPCSALS W LL 3E SU3NIITTED. �I MAMMAL b NMI. 1/10 0 I BEDDING '1 X I+F D-�i X IAN. 1/10 D X. BEDDING - %_" PER X BEDDING W.1 /10 D T T IRYITti TYPE 1 SELECT MATERIAL) 1' OF H X D X 99 @ 2!;4s' FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK' FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND UNE MN. 1.5 x MW- 1� MIN. 1.5 X D aryl MN. 1.5 X D -. MN. 1.5 X D -�WNW. 1.5 x 0 -TOP OF FILL TOP OF FLL TOP OF FILL sm ��! /! f� � /iriir rrrrr h+.• rwrh,� D'�° -'. GROUND / // // / / /// D•12' -.. �. cR0U1� � 0.12 ^ /f! / / / / /// / / / / /! /// �^^ lNNrlh' ^.GROUND d d ."s- -- aE C T RtktA`Fei&�.. rYP �ON�, ,V >�.r PH ?TYPIC.ai.S rn �R -EARTH R-ROCK OR / 4" MAN. Uf0 . X 1�-D �. X MATERIAL MIN. V10 D I ' UNYIELOMIG � 1 MN. 1/10 D � gEpplryG X Wh I. TH €CKNE'SS IMiN) INCHES _ X D X - BEDDNG MATE(RIOL EMTH 3 I.r PER MATERIAL OF (PLACEMENT NORMAL EARTH FOUNDATION Mao. ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR w Q M OTHERWISE UNSUITABLE MATERIAL BEDDNG MATERIOL IN ACCORDMVCE WITH NOTES SECTION 302 OF THE BOA) A!D BFMDGE SPECIFICATIONS, FOR PLASTIC PIPE. THE LIMITS OF THE CLASS I BACKFILL MATEFU& SHALL BE O�B EXTENDED TO t2" ABOVE THE 110P OF THE PIPE. CLASS ON $ OF TriRE ROAD GE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE WDDI C SEE INSTALLATION OF PPE CULVERTS ®REGULAR BACKFILL MATERIAL IN ACCORDANCE MID STORM: SEWERS GENERAL MOTES SFI _ET 107.00. WITH SECTION 3022 OF THE ROA). MV BRWGE CRUSHED. GLASS COWORMWG T4 THE SIZE REOUREMENTS FOR CRUSHER RUN WATKNS.. AGGREGATE SIZE 25 MD 26 MXY BE USED N PLATE OF CLASS I BACKFILL. MBAN ® EMBANKMENT SHEET 10F 4 at 1.09% INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 302 REV 8/07 303 VRGINA DEPARTMENT OF TRANSPORTATION 107,01 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 IIN 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 SPECIIFICATIONS. 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 TRENCH SPOILS TO BE PLACED ON THE GROUND TO BE GRADED BE PLACED ON THE LOW SIDE OF TRENCH TO ORIGINAL CONTOURS HIGH SIDE OF TRENCH DURING CONSTRUCTION. AFTER BACKFILL DURING CONSTRUCTION. TOP OF GROUN r SLOPE _-- �- COMPACTION PER COUNTY SPECIFICATION THOROUGHLY COMPACTED TOP OF PIPE FILL AREA TO BE FREE 12` OF CLODS, DEBRIS DIAMETER OF PIPE STONE BEDDING AND BACKFILL MATERIAL v e (6X 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 SP6IL 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 SEALED, AFTER PLACEMENT. SURFACE ELEVATION 2 SM -9.5A F ASPHALT MILL EXISTING PAVEMENT -/ 2" DEEP TO AVOID 1' MIN. 12" BM -25.0 ASPHALT FEATHERED EDGES CONCRETE (4" LIFTS) TRENCH q 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 VDOT 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 FR - - OM EDGE OF PAVEMEN - T 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. WHERIE 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 B "MIPJ EMBEDMEN SPRING IINF O= PIFE- NO, 68 S-rONE 3G "MIPj '4 "NI FITTING FOR CLEANOUT SHALL BE SUITABLE FOR PIPE MATERIALS USED. _.._ 12" ROUND #21B AGGREGATE J VARIES VARIES TOP OF IRON BODY FERRULE WITH BRASS PLUG FIN GRADE A �0 PVC PIPE 6 & 4 SANITARY 0 6 & 4 STORM DRAIN CONC. BLOCK MIN. WIDTH O.D. +12" C V.C. STOPPER AT END OF LINE CONCRETE - 3,000 PSI CONCRETE PVC CLEANOUT DETAIL R_MAINING_ BACKFILL Sf ALL NO COV AIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION - INTIAL BACKFILL* 5" LI =TS) * THOROUGHLY COMPACT[-) BY HAVD OR APPROVED MECHANICAL TAMPER - HAUNCHIN - BEDDING 6" max 4" min - FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNS -A.BLE \j(.ALL PIPE) NOTE : 1,OPEN CUTS IN PAVED .AREAS WITHIN EXISTING VDOT RIGHT- OF -ANAY SHALL BE BACKELLED ENTRELY WITH NO. 21A STONE. ?,FOR DI,CTII F IRON PILL THE BOTTOM OF THE TRFN: H SHA I RE SCRAPFD AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE ' ROVIDED 3.WHERE ROCA IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE IK. I CTA I I ATIrI N.I IKI Tf) CN.I l-LJ BITS FIG, S -3 E E M N E n �E N �m w s it E 0 >E �¢ ¢ J� OJ �u OUY ❑ J O U E EOW UY va U - E E In - k` m w a I w N j 0 0 Of Q ❑Eocn _°E ❑E O E ono U3 N� EW " N C'1 W Uj u�w o � J p O= _ i/ �4j `v p sE //� z o Uj In E °� E E E- n E n�0 h o] -105 u E 1)J \E �E z0 E u 0 00 �" O O ¢ < ¢ O a o F- E E ivE aE ¢E foE of l0„ \N - a /n h Na N� hu M Lll � N N Q LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1 -D TD -25 s c JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIK THE RIC-IT OF 'NAY, VARIS -- + - - - - -1 0' 1 I `` LOCATIOA CF OTHER I,_ILITIES (GAS, ELECTRIC. TE- EPIIONE, CABLE, ETC.) EASEMENT 'VADTHS. VVATER CE SE'NEIR OINLY - 20' PAIMNIJM 1AIATER & SEWEP 30' UINIIVUNt SEE PART 3, PARA,RAPH C: SEPARATI'OIN C= VVATEP. E SEhiER SYSTEMS. UII 11IL`:. CECSSNG A `✓VAII, R OF SE'JViLR LASLMENI SHOULD IJL A 90° TO THE FOIL OF 'NAY. METER SIZE DIMENSbDPJ A DIMENSION 3 DIMENSION C 1 1%2' 3'1" 5'0" 3,g" 2. 3'1" "0„ 3'8, 3" S' MIA. 1C' PAIN. ' MI 4' 5' MIA. 12' MIN. N41N. TREATER THAN 4" PROPCSALS W LL 3E SU3NIITTED. I B I TYPICAL METER VAULT U,TS. FIG. W -TA 'SIDE V /I-'vV 'I.!S' DIAMETER DRI -LED HOLE FOR TOUCH LEAD UNI IS_ _GDP VIEW 3' DIAME -ER FLAT BEARING SURFA�E UNDERNEATH 24" X 36" ALJMINUM ACCESS HATCH TD 11 STORM PROFILE STR #23 - STR #21 2 -12 2 -128 �'11 Exist. 705 68E 68( UTILITY LOCATIONS & EASEMENT WIDTHS PITS FIG. IAI - 1 TD 1 0 0 X41 0 ° 1. - HE UN€3fl E 2 T' (7WRtETt� .3£'VOTH 6SrFUBBAS 4 Et%C1 PO 6 NlT LUC PiE' .D At TkHsS C a UBG FADE 4RE Silo{ <d2EG. -12 1� M rn iH = 4 OLITLET F'PE RO rn SV X F£F L1dk EtESO / 2 °in CBI. >HING Si"iENG'TI, �cn COMBINATION UNDERDRAJN CD -1 AT LO ER ENt €1F CUTS OrE cF PAVEFAEN7 ca CENTER LINE SECTION TRAVEL MMES® �� t IRYITti TYPE 1 SELECT MATERIAL) ICI rr W 99 @ ♦ 4' . ", W ` 7 € r & Nt;M. _.ANT E.. .w,. 1 1 ra rtAN Ni.l S L 7iU£ S. TRENCH PLACEMENT E)GE f0F RAVENFOU PAY L rs FO» U"L 6 ! FIP TO - � ^^y^- ^'°/ SEjt,TifLL7E.K LIK� A HE6W Wt TH .4a° 1 d °. ,- -,.... Ps r M£ -i*kT w�aaifi, §4LE� a H'A°SL sm EIBCIW _z ,,+ -P-a 0" "�"''3+ "�� '�' `CY'"' � xl E TC1E iJf' ir'tl.l c5 Cx Q� Y: 4 fx CD i3 t7 iT '"�'•�•••<. `A HHASE WITH UUr a{ PIPE ON LOW ``21i: Ot4LY- °"QTY ."s- -- aE C T RtktA`Fei&�.. rYP �ON�, ,V >�.r PH ?TYPIC.ai.S rn 700 S, EL.EVATtON .AT OUTLET END OF U.-r'1'Lk t PEE "tD SC A MIN €iWJM OF' T-O" i+:�iYYE r ATt . 88 A Rr t .n INVERT 1NIVERT ELEVATON OF I,ELFiVINzb ORAiNACk' MICh OR STRIJCTURE. VI X Wh I. TH €CKNE'SS IMiN) INCHES Ex:. CF TR, SAME I.PbSIIND S79LNO H A`. THE O TLET PiPEti GEOTEXTiLE DRAN,AGE *ASFU.; 3 LF of 18 (PLACEMENT CIF CD -1 CLIMB NATION UNDERDR�iIN3 CiR w Q M y PA',IBIEN SUREAC£ 3 HtWi >E L III RCP F o 0ti JHEA.E OR CEMEAIT' STABI 17E0 SUSBASE y Q. LU j CS's e> + • °.- �A���--- .EN I R1 1A °HABIIL iii 51"CLT;Ar3'4 1 '2�T�.: w cs ca .rr a EPAENT RDA Li#.iE oii�7tLsZE�.G.i F-1 at 1.09% W W = 6% d 126 LF of 18" II 12 "WL CL III RCP at 0.76% 690 EXIISTI ICULVFRTI 2 -11 _J L 686 695 23 DI -3A• L= .5' 6% TOP =693.9 W 1� N Ld �• _ 00 = m M ooN ^�� 22LFof13" C I 690 �° Ln �* 00 CD to d h CD 00 CD 00 � .. a 3.27% 00 00 00 00 = H II ozz ^ ^_ zzo .•.co 2 z^ O �Lq Z ZZ Z ZZ Z� n Z n 0+00 0+60 1 +00 -� UTILITY LOCATIONS & EASEMENT WIDTHS PITS FIG. IAI - 1 TD 1 G Asp tt trwr„ ut rnr a Ht U .nt N€ - CENER'At NOTES X41 G Mulligan 1. - HE UN€3fl E 2 T' (7WRtETt� .3£'VOTH 6SrFUBBAS 4 Et%C1 PO 6 NlT LUC PiE' .D At TkHsS C a UBG FADE 4RE Silo{ <d2EG. -12 1.. TNCNCt Sit&i HE *iLLED WITH GREGAtE AND THNOU£;HI,Y HAND TARIPEO TO CUT RA.F L €MITE d�FCJ NON - PERFORATED OUTLET PIPE OLITLET F'PE RO `,rUC.> AD1t SV X F£F L1dk EtESO / 2 °in CBI. >HING Si"iENG'TI, 2 'Q COMBINATION UNDERDRAJN CD -1 AT LO ER ENt €1F CUTS OrE cF PAVEFAEN7 CENTER LINE SECTION TRAVEL MMES® �� t IRYITti TYPE 1 SELECT MATERIAL) OU LETS FS.R -NDERCA2,AR6, THEY AEu. TO 6E LCIC,AT,�OD So As -,0 PPOG INiis i-�ctiR rr W 99 @ ♦ 4' . ", W ` 7 € r & Nt;M. _.ANT E.. .w,. 1 1 ra rtAN Ni.l S L 7iU£ S. TRENCH PLACEMENT E)GE f0F RAVENFOU PAY L rs FO» U"L 6 ! FIP TO - � ^^y^- ^'°/ SEjt,TifLL7E.K LIK� A HE6W Wt TH .4a° 1 d °. ,- -,.... Ps r M£ -i*kT w�aaifi, §4LE� a H'A°SL ik«00rH WAA, PE EIBCIW _z ,,+ -P-a 0" "�"''3+ "�� '�' `CY'"' � xl E TC1E iJf' ir'tl.l c5 Cx Q� Y: 4 fx CD i3 t7 iT '"�'•�•••<. `A HHASE WITH UUr a{ PIPE ON LOW ``21i: Ot4LY- °"QTY ."s- -- aE C T RtktA`Fei&�.. rYP �ON�, ,V >�.r PH ?TYPIC.ai.S rn S, EL.EVATtON .AT OUTLET END OF U.-r'1'Lk t PEE "tD SC A MIN €iWJM OF' T-O" i+:�iYYE r ATt . 88 A Rr t .n INVERT 1NIVERT ELEVATON OF I,ELFiVINzb ORAiNACk' MICh OR STRIJCTURE. :a Gi�S MFF ea 4H RBXATON REQutfCIM ENTS, X Wh I. TH €CKNE'SS IMiN) INCHES Ex:. CF TR, SAME I.PbSIIND S79LNO H A`. THE O TLET PiPEti GEOTEXTiLE DRAN,AGE *ASFU.; PLAN VIEVi (PLACEMENT CIF CD -1 CLIMB NATION UNDERDR�iIN3 CiR w Q M y PA',IBIEN SUREAC£ 3 HtWi >E 0 cc r F o 0ti JHEA.E OR CEMEAIT' STABI 17E0 SUSBASE y Q. LU j CS's e> + • °.- �A���--- .EN I R1 1A °HABIIL iii 51"CLT;Ar3'4 1 '2�T�.: w cs ca .rr a EPAENT RDA Li#.iE oii�7tLsZE�.G.i F-1 -�s�� • i a €FREGA(E, '4D AGOR"GrAiE: aR iR iSHEO Gk PITT' xnt E W N'IG t aA FAii G Asp tt trwr„ ut rnr a Ht U .nt N€ - CENER'At NOTES Christopher C. G Mulligan 1. - HE UN€3fl E 2 T' (7WRtETt� .3£'VOTH 6SrFUBBAS 4 Et%C1 PO 6 NlT LUC PiE' .D At TkHsS C a UBG FADE 4RE Silo{ <d2EG. r 1.. TNCNCt Sit&i HE *iLLED WITH GREGAtE AND THNOU£;HI,Y HAND TARIPEO TO U r O hiP,ACTnaESS. V .sRE C<, NON - PERFORATED OUTLET PIPE z T I; �TLE PIP: s�D L_�CI >�v A< TPA EDCE ii' rT IH,AIEL LR P1V t2,-, 1NA71 £3..: PLAT, >.G U°d ,A GRAHE P &.R/a.l.._ TO THE ai >ILk7£i,£Ii .- ,1.,?5'k. 2:%sfi4d. i3': c �. . Dr SIR V3LE} CRAbE. 2 °in CBI. >HING Si"iENG'TI, 2 'Q I &; R Y 'P 1 `z WI f I 3 r t R a "ILD f�V C..'RH 8'aJ J TE .Ah t;}N_. [ dw M u Tifi+..f, 7G uTHr WSE c-Ri t „E TYPE OF MIRE: JA '.. Z O V OU LETS FS.R -NDERCA2,AR6, THEY AEu. TO 6E LCIC,AT,�OD So As -,0 PPOG INiis i-�ctiR rr W 99 @ AbA T R NG OE E ,„ ", W ` 7 € r & Nt;M. _.ANT E.. wo 1 1 ra rtAN Ni.l S L 7iU£ S. S6. §C?OT €P 'WFi.L RV., .7;33 G.<�3 Q Z rx O� 5, rend , N'�k ilt VAYET� "at"GTID'NS, THE fi; € -! i5 T;t HE irnBG'ER ENrIIvE I�AV`t.Mi:.NT ,A€?EA ik«00rH WAA, PE Q PG Pao f �W 1 ,H P "at #sV :T WITH UUr a{ PIPE ON LOW ``21i: Ot4LY- O rr N rn S, EL.EVATtON .AT OUTLET END OF U.-r'1'Lk t PEE "tD SC A MIN €iWJM OF' T-O" i+:�iYYE 0� INVERT 1NIVERT ELEVATON OF I,ELFiVINzb ORAiNACk' MICh OR STRIJCTURE. ?< ALL CONNE.0 I'eU'E!`^ 9:PCiWS WYF CT A N;TH9 f AT €<EM<T5 FOR GU %LET PsP%_ ARE TO X Wh I. TH €CKNE'SS IMiN) INCHES Ex:. CF TR, SAME I.PbSIIND S79LNO H A`. THE O TLET PiPEti XXX- TESTED AGCQROINO TO AiSTM 0 2412 iii 5 DtE1"i,ECTIONN. H< tUTCET i'Ik'E TFj >aE SECUREI.1' t.F+NP,.,4:PTL{D €u I"'l"-MwTf: i3 ^sfiEFi tOR /dP'tACf j: -� �TN3r2L, :Tk'. H T 0 F �`N: L Y 1 Christopher C. G Mulligan Lic. No. r �,p 031672 o0�sS-rONAL 4 Et%C1 I MI TC 1I FeNeE� e H STANDARD COMBINATION UNDERDRAIN RE E`d3X T L E E F CUTS) 2r2 :�= Sri 7 1070. VIRIGNIA €XPAATMENT OF TRANSPoRTATiON "i e75 OLDTRAIL- 9053�BLOCKS 1&3�BLOCK 18�3C�BLOCK3C- BASE.DWG , REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Comments) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale As Shown lr 1 a Q 06 r W M U JD U �. . Z 2 °in W 2 'Q 0 �0 NQ in JA A Z O V ® rr W 99 @ W O Z 00 wo Cn ® 0 LL D °C J Q Z rx O� w 7 Q VQ �W 1 .I Z O rr N rn 0� (V Q O 0 j: -� w 2 �L w Q M r 0 cc r F o 0ti Q. LU F-1 W W = d REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Comments) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale As Shown FILE NUMBER 8053 SHEET 8 of 13 U Q 06 W M JD U �. . Z J� ®UnFj LU -06 WZv Qm �Z� T W O C LU LU �U�+ �Ua ® 0 LL D °C J (0 (n 7 O U FILE NUMBER 8053 SHEET 8 of 13 k� SCALE IN FEET OLD TRAIL405TOLOCKS 1&ABLOCK 1&SIMBLOCKSIC- BASE.DWG , DATE JU1Y 1, 2013 Scale 1 " = 30' U W� V U Q O Q? J ip > >m a 06 w � Z Q- t� v Q J �r Z < F- - Lu � � m Q JU p O.j M FILE NUMBER 8053 SHEET 9 of 13 ��`�• a Sept. 27, 2013 w o (Comments) Feb. 11, 2014 W (Units) 2 MO W 0`0 co" Q March 24, 2014 (Details /Comps) Q j ZO May 16, 2014 Q V Q (t W g;@ W O J Q. JZ <C Z Lu Q Q r W O N 2� v� °a 4 co W o �. w LL w 8 0� � o Z O W aW I� V rn W o W Z a DATE JU1Y 1, 2013 Scale 1 " = 30' U W� V U Q O Q? J ip > >m a 06 w � Z Q- t� v Q J �r Z < F- - Lu � � m Q JU p O.j M FILE NUMBER 8053 SHEET 9 of 13 ��`�• REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE JU1Y 1, 2013 Scale 1 " = 30' U W� V U Q O Q? J ip > >m a 06 w � Z Q- t� v Q J �r Z < F- - Lu � � m Q JU p O.j M FILE NUMBER 8053 SHEET 9 of 13 ��`�• INLET COMPUTATION - 4 INCHES PER HOUR PROJECT: Old Trail SECTION: Block 1 &3 DESIGNER: ccrn ROUDABUSH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA 22902 Phone: (434) 977 -0205 - Fax: (434)296 -5220 - EMAIL INFO®JROUDA BUSH. 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 Qincr Qco Qt GUTTER S GUTTER Sx CROSS GUTR W WIT Sw SW ISx ED a Sw'= Se(ftlft) = Lt ( #15)(ft) L I Lt GUTR FLOW E ( #16) h Qi(cap) Qi de pth I h Qb SPREAD SPREAD LOSS INC. 30% DEC. 50% HEAD GUTR 2 GUTR 680.24 (min) GUTR (in /hr) CFS CFS FLOW SLOPE SLOPE SPREAD (FT) 0.64 FTIFT 1.29 3.28 0.21 al(12"W) Sx +Sw' *Eo Peff LENGTH 692.42 DEPTH 683.52 (ft) SAG GRADE FT CARRYOVER AT SAG (ft) REMARKS 27 8.0 36.76 0.45 0.34 0.75 0.75 0.34 1.10 0.25 4.0 1.35 4 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 1.37 685.68 0.14 6 6.58 15 25 2.5 0.0068 0.25 0.19 0.75 0.75 0.19 18.62 0.14 4.0 035 1.30 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 0.18 0.14 0.07 6.82 0.84 23 2.5 693.90 0.10 0.05 0.75 0.75 0.08 0.0054 0.04 4.0 0.30 4.63 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 4.93 0.08 1.85 3.70 6.22 20 2.5 0.10 0.14 0.12 0.80 0.44 0.11 691.80 12 4.0 0.45 1.85 60 0.0008 0.05 3.35 2 1.21 3.51 4.24 0.07 0.45 0.09 0.25 6.75 7.97 0.25 688.37 692.85 14 688.37 15 1.21 0.06 50 %Clogged 18 2.5 0.05 0.22 0.11 0.85 0.85 0.19 0.65 0.09 4.0 0.75 0.07 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 0.54 0.32 0.14 0.43 688.83 To Ex. Str #105 16 2.5 15 0.10 0.08 0.85 0.85 0.09 0.09 0.07 4.0 0.34 0.10 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 0.65 0.17 0.08 0.17 0.10 To Ex. Str #2 -12B 14 8.0 0.14 0.32 0.26 0.65 0.65 0.21 15 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 22 0.11 0.00 5.41 0.08 12 2.5 0.37 0.11 0.09 0.75 0.75 0.08 1.02 0.07 4.0 0.33 120E 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 0.63 676.07 0.08 120D 3.95 42 10 2.5 0.0006 0.03 0.02 0.75 0.75 0.02 181.45 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 0.9 27 0.46 2.38 0.07 0.05 0.04 8 2.5 682.25 0.03 0.03 0.75 0.75 0.02 0.02 4.0 0.09 0.09 0.02 0.0208 1.3 2 1.544 0.0833 4.0 1.00 3.5 0.146 0.104 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 0.06 4.0 0.48 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 0.11 5.07 4 2.5 0.10 0.05 0.85 0.75 0.09 0.04 4.0 0.34 0.15 0.02 0.0208 1.6 2 1.275 0.0833 4.0 1.00 3.5 0.146 0.104 5.7 0.4 0.13 0.647 0.46 0.65 0.08 4.03 2 2.5 0.03 0.03 0.85 0.85 0.03 0.03 4.0 0.10 0.10 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 0.05 0.04 0.05 To Ex. Str #114 Ex. 102 2.0 0.22 0.70 0.15 4.0 0.62 0.015 0.015 0.50 0.12 Rf =1, Rs =.12 Ex.104 2.0 0.29 0.75 0.22 4.0 0.87 0.45 0.015 0.015 0.20 13.33 50% Clogged Ex. 106 2.0 0.51 0.75 0.38 4.0 1.53 0.015 0.015 1.20 0.33 Rf =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 0.04 Ex. 118A 6.0 0.46 0.23 0.80 1 0.80 1 0.37 1 1 0.18 4.0 1.47 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 0.6 0.18 0.770 0.46 1 1.80 1 0.16 7.90 Reverse Crown - -_ Sag in Gutter INLET COMPUTATION - 6.5 INCHES PER HOUR PROJECT: Old Trail SECTION: Block 1 & 3 DESIGNER: CCM ROUDABUSH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA 22902 Phone: (434) 977 -0205 - Fax: (434)296 -5220 - EMAIL INFO@ROUDABUSH.COM BLOCK 1 & 3 Job# : 8503 DGN: CM Date: 5/12/2014 114AT -type A -nose LOCAL DEPRESSION 2 INCHES h =0.46' -type B -nose INLET L STATION DA DA C C CA Tc CA INTENSITY Qincr Qco Qt GUTTER S GUTTER Sx CROSS GUTR IN WIT Sw Sw1Sx Eo a Sw'= Se(ftlft) = Lt ( #15)(ft) L I Lt GUTR FLOW E( #16) h Qi(cap) Qi depth I h Qb SPREAD SPREAD LOSS INC. 30% DEC. 50% HEAD GUTR 2 GUTR 680.24 (min) GUTR (in/hr) CFS CFS FLOW SLOPE SLOPE SPREAD (FT) 0.64 FT/FT 1.29 3.28 0.21 a /(1 2 "W) Sx +Sw '-ED Peff LENGTH 692.42 DEPTH 683.52 (ft) SAG GRADE FT CARRYOVER AT SAG (ft) REMARKS 27 8.0 36.76 0.45 0.34 0.75 0.75 0.34 1.10 0.25 6.5 2.19 4 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 2.22 685.68 0.19 6 9.09 15 25 2.5 0.0068 0.25 0.19 0.75 0.75 0.19 18.62 0.14 6.5 1.22 1.30 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 0.3 019 0.465 0.46 2.35 0.18 0.20 0.07 9.43 0.84 23 2.5 693.90 0.10 0.05 0.75 0.75 0.08 0.0054 0.04 6.5 0.49 4.63 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 4.93 0.11 1.85 5.12 6.22 20 2.5 0.10 0.14 0.12 0.80 0.44 0.11 691.80 12 6.5 0.73 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 6.75 7.97 0.25 688.37 692.85 14 688.37 15 1.21 0.10 50 %Clogged 18 2.5 0.05 0.22 0.11 0.85 0.85 0.19 0.65 0.09 6.5 1.22 0.07 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 0.54 0.55 0.20 0.67 688.83 To Ex.Str #105 16 2.5 15 0.10 0.08 0.85 0.85 0.09 0.09 0.07 6.5 0.55 0.10 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 0.65 0.27 0.12 0.28 0.10 To Ex. Str #2 -12B 14 8.0 0.14 0.32 0.26 0.65 0.65 0.21 15 0.17 6.5 1.35 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 22 0.16 0.00 7.46 0.08 12 2.5 0.37 0.11 0.09 0.75 0.75 0.08 1.02 0.07 6.5 0.54 120E 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 1.03 676.07 0.11 120D 5.45 42 10 2.5 0.0006 0.03 0.02 0.75 0.75 0.02 181.45 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 2.38 0.11 0.06 0.04 8 2.5 682.25 0.03 0.03 0.75 0.75 0.02 0.02 6.5 0.15 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 0.08 0.05 0.07 6 2.5 0.16 0.08 0.75 0.75 0.12 0.06 6.5 0.78 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 0.15 7.00 4 2.5 0.10 0.05 0.85 0.75 0.09 0.04 6.5 0.55 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 5.56 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 0.08 To Ex. Str #114 Ex. 102 2.0 0.22 0.70 0.15 6.5 1.00 0.015 0.015 0.70 0.30 Rf =1, Rs =.12 Ex.104 2.0 0.29 0.75 0.22 6.5 1.41 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 R =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 2.39 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 2.99 0.23 10.92 Reverse Crown - -_ Sag in Gutter STORM SEWER DESIGN ROUDABUSH, GALE & ASSOCIA TES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA 22902 Phone: (434) 977 -0205 - Fax: (434)296 -5220 - EMAIL INFO@ROUDABUSH. COM 10 YEAR FREQUENCY NAME BLOCK 1 & 3 Job# : 8503 DGN: CM Date: 5/1212014 FROM POINT TO POINT DA (ACRES) C CA MINUTES RAINFALL I IHR RUN -OFF CFS INVERT UPPER INVERT LOWER LENGTH FEET SLOPE % EXAM. INCHES CAPACITY CFS VELOCITY F.P.S. FLOW TIME MIN. REMARKS INCR ACCUM. 20 18 18 106 0.14 0.22 0.80 0.85 0.11 0.19 0.11 0.30 8.00 8.00 5.01 5.81 0.65 1.74 687.80 684.00 684.10 682.10 101 61 3.66% 3.11% 15 15 12.36 11.39 5.25 6.66 0.32 0.15 LOSS 14 12 27 25 10 8 16 6 4 2 23 12 10 25 10 8 6 4 4 2 Ex. 114 0.32 0.15 0.45 0.25 0.03 0.03 off 0.16 0.1 0.03 1.62 0.1 0.65 0.75 0.75 0.75 0.75 0.75 4 6;L". 0.75 0.85 0.85 0.75 0.21 0.11 0.34 0.19 0.02 0.02 0.09 0.12 0.09 0.03 0.08 0.21 0.32 0.34 0.53 0.87 0.89 0.09 1.01 1.18 1.21 MIN 8.00 8.10 10.00 10.111 10.19 10.311 10.311 10.541• 11.00 11.151 8.00 5J f''i 5.79 5.37 5.35 5.33 5.31 5.31 5.26 5.18 5.77 :RS' 1.21 1.85 1.81 2.81 4.63 4.73 0.45 5.32 6.11 6.95 0.44 686.25 686.00 686.50 686.00 685.65 685.30 684.75 684.90 683.75 683.10 689.50 686.10 685.75 686.10 685.75 685.40 685.00 A19 683.85 683.20 682.50 688.78 22.03 60.25 32.31 25.39 35.24 53.48 4Y A1% 142.25 54.84 52 0.68% 0.41% 1.24% 0.98% 0.71% 0.56% 2.43% 0.74% 1.00% 1.15% 3.27% 15 15 15 15 15 15 15 15 15 15 iE! 5.33 4.16 7.18 6.41 5.44 4.84 i[1Tffi 5.55 6.47 6.94 11.68 3.51 3.35 4.88 5.14 4.93 3.94 EIM 5.18 6.01 5.65 4.47 ROUDABUSH, GALE & ASSOCIATES, INC. HYDRAULIC G RAD E L I N E 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: 3/4/2014 INLET OUTLET OUTLET I OUTLET OUTLET PIPE FRICTION FRICTION OUTLET CONTRACT INLET PIPE INLET PIPE > EXPAN INLET SKEW > SEND TOTAL HD. INFLOW IN SHAPING FINAL UPSTREAM RIM B-EV. STATION H2O ELEV PIPE DIA. I DISCHARGE LENGTH SLOPE LOSS PIPEVE- LOSSES DISCHARGE VELOCITY LOSS EXP. LOSS FACTOR LOSS LOSS INC. 30% DEC. 50% HEAD ELEV. 2 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 0.21 1.39 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 7.55 1.10 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 0.84 686.10 1.95 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 15 0.08 1.30 686.98 693.45 16 685.68 15 0.45 37 0.0000 0.00 4.07 0.06 4.43 26.79 0.11 0.60 0.18 0.84 0.07 0.13 0.84 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 4 0.57 031 687.68 693.50 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 0.12 0.31 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 6.75 7.97 0.25 688.37 692.85 14 688.37 15 1.21 22 0.0004 0.01 3.51 0.05 5.29 12.52 0.15 0.70 0.30 0.65 0.06 0.02 0.85 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 0.15 0.70 688.83 690.50 27 688.83 15 1.81 32 0.0008 0.03 4.88 0.09 5.68 4.83 0.18 0.10 0.05 0.58 0.12 0.40 0.58 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 0.14 0.41 683.45 691.50 20 685.10 15 0.65 101 0.0001 0.01 5.25 0.11 0.09 0.12 0.09 0.12 685.22 691.80 23 689.78 15 0.44 22 0.0000 0.00 4.47 0.08 8.27 210.65 0.37 0.30 0.32 1.02 0.08 1.02 0.08 689.86 693.90 120E 675.40 42 25.04 130 0.0006 0.08 5.49 0.12 25.25 6.81 171.93 0.25 0.30 0.22 0.67 0.85 0.67 676.07 682.00 120D 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 0.87 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: 3/4/2014 I 100 YEAR FREQUENCY INLET STATION OUTLET H2O ELEV OUTLET PIPEDIA. I OUTLET DISCHARGE OUTLET PIPE LBNGTH FRICTION I SLOPE FRICTION LOSS OUTLET PIPEVEL I CONTRACT LOSSES INLET PIPE DISCHARGE I IINLET PIPE 'VELOCITY > EXPAN LO. I INLET I EXP. LOSS SKEW FACTOR > BEND LOSS TOTAL HD. LOSS INFLOW INC.30% IN SHAPING DEC.50% FINAL HEAD I UPSTREAM ELEV. RIM ELEV. Ex.114 680.24 24 16.44 188 0.0053 0.99 3.48 0.05 16.17 11.80 190.88 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 0.10 0.30 0.11 0.08 0.12 0.23 ,1166'! 0.46 0.15 0.15 oilli 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 Q,J20UDABUSH.COM NAME BLOCK 1 & 3 Job# : 8503 DGN: CM Date: 3/4/2014 100 YEAR FREQUENCY FROM POINT TO POINT DA (ACRES) C CA Tc 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 Vl 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 _'.' Urn 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 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 10.1 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 CG -12 Handicap am T P p/pe 'A' N TS AES AT IPS NOTE 9. UP MAX. FACE O 0- -0 -2.35 2.35 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 O O O TYP (� 0.2" TYP O O 1 2.35' TYP* �- 0.9" TRUNCATED DOMES TRUNCATED DOMES (Plan View) (Profile *DIMENSIONS ARE CENTER TO CENTER T Op �f VOA Christopher C. Mulligan Uc. No. r �p 031672 4V 4? '1 O��ssIONAL E�O1 CG -12 Handicap Ramp- Type 'B' Notes: I Notes: Y UP MAX. SEE NOTE 9. AREA OF COLORED SURFACE TYP 2.35"* \ * 2.35" O O TYP 0.2" TYP -::W T2.35" TYP* 0.9" ­4 T TRUNCATED DOMES TRUNCATED DOMES (Plan View) (Profile) *DIMENSIONS ARE CENTER TO CENTER 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1% 0% MIN.). 11. 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% 12. 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 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. 09. 46 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. TRUNCATED DOMES 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' 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 INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. INDICATED ON THE DRAWINGS TO BE SET FLUSH. o �R001ti I I ;� `J�0 GE \ 2.35" TYP* IB PG A E D WHERE IT ABUTS ROADWAY. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS 15V sr,a Z Q 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. ?o r 11 Vl � a 4• q qa' O�ggq coQ a as �• F/� O ,a °q Ngk¢q aq a ,..b 40, q a aa,q qa a q W Q Uj J (� Q W O Notes: I Notes: Y UP MAX. SEE NOTE 9. AREA OF COLORED SURFACE TYP 2.35"* \ * 2.35" O O TYP 0.2" TYP -::W T2.35" TYP* 0.9" ­4 T TRUNCATED DOMES TRUNCATED DOMES (Plan View) (Profile) *DIMENSIONS ARE CENTER TO CENTER 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1% 0% MIN.). 11. 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% 12. 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 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' 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 INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. INDICATED ON THE DRAWINGS TO BE SET FLUSH. 10. DETECTABLE WARNINGS SHALL CONTRASTf VISUALLY WITH ADJOINING SURFACES. 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. CG -12 Handicap Ramp- Type 'C' / I / / AREA OF COLORED SURFACE TRUNCATED DOMES 1 2.0% (MAX.) 1.0% (MIN.) 4' (MIN.) 4' (MIND I SIoE�pIJ� N. **t]o as oa fir\ �4.aaa aaq- O �A2 aoou o,; a U \ ?Aa4aa> �• 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% Y' UP MAX. 3 "* 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. T YIP 0O 02.35* 0 _O , 2 *235P-Typ 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' �07.I T1' 0 O f O 2.35" TYP* I-- 0.9" CG -12 Handicap Ramp- Type 'D' TRUNCATED DOMES I `'0, ccFSSpcF I. GE OFR�1� . A• °` 4' MIN. I P 4�q <f- GJ�O Q- \ s/ q q qd a o R q a Q / /'��J p'nb oa dRq gRxi a a2P."'g�coa4p o C, 4' (MIN.) Y UP MAX. SEE NOTE 9. ITYPI AREA OF COLORED SURFACE 0 _ 0 2.35 *2.35 O O O TYP "* 0.2" TYP O O I ' I--- 0.9', �-I --�1� 2.35° TYP* Plan Vlew (Prof DIMENSIONS ARE CENTER TO CENTER *DIMENSIONS ARE CENTER TO CENTER Notes: U 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. Z Q 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. OLD TI ML480536LOCKS 1=01LOCK 1 REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16 2014 (Split Plans) DATE July 1, 2013 Scale As Shown U V♦ a w 2 - 0 4 CC W p U V1 U 04 co O= �W L J O o� ` No Q = aV Qr z0 J� - a:W g V O Z Q OV ?o r 11 Vl Q. � Z rL O It ` O� W Q Uj J (� Q W O r^ '' J O cc C4 O �� _'.' Urn O� t N V v� Q u '^ W � 0 LL L W O� a:rz C 0~ co O Z W p d REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16 2014 (Split Plans) DATE July 1, 2013 Scale As Shown FILE NUMBER 8M SHEET 10 of 13 ��h• V♦ _J WV M W p U z J O W J� - O U Z 0 T W V 3. W m V W a J to _O Om 2 O v� FILE NUMBER 8M SHEET 10 of 13 ��h• l oz Ld Block 13D PARKING LOT PLANTING SCHEDULE STREET TREE PLANTING SCHEDULE QUANTITY SYMBOL BOTANICAL NAME COMMON NAME CALIPER HEIGHT @ PLANTING SPACING SPECS. 10 YR. CANOPY 7 M6 MAGNOLIA CRANDIFLORA an cvs SOUTHERN MAGNOLIA 1.5" MIN. 6' -8' AS B & B' 82 9 LI LAGERSTROEMIA INDICA CRAPEMYRTLE 1.5" MIN. 6' -7' Q. PROPOSED B & B' 77 4 GF CORNUS FLORIDA & CVS FLOWERING DOGWOOD 1.5" MIN. 6' -7' > o con B & B' 124 5 5A SALIX ALBA &CVS GOLDEN WEEPING WILLOW 1.5" MIN. 10' SHOWN B & B' 907 3 CANOPY = 442 S.F REQUIRED 3 t STAKES Platanus x acerifollia LONDON PLANETREE 120 1 ' / l 110 �° SITE CANOPY BLOCK REQUIRED = 1 CANOPY 6,230 S.F REQUIRED B & B 368 7 HM HALESIA MONTICOLA MOUNTAIN SILVERBELL BLOCK 3 CANOPY = 4,879 S.F REQUIRED SHOWN rN UIREMENTS. NOTES & DET, STREET TREE CALCULATIONS - EXISTING CLAREMONT LANE 270 LINEAR FEET OF ROAD FRONTAGE ® 1 TREE / 50 LINEAR FEET = 5.4 STREET TREES REQUIRED 6 STREET TREES PROVIDED STREET TREE CALCULATIONS - ASHLAR AVENUE 440 LINEAR FEET OF ROAD FRONTAGE ® 1 TREE / 50 L.F. 8.8 STREET TREES REQUIRED 12 STREET TREES PROVIDED STREET TREE CALCULATIONS - OLD TRAIL DRIVE 528 LINEAR FEET OF ROAD FRONTAGE ® 1 TREE / 50 L.F. = 10.56 STREET TREES REQUIRED 11 STREET TREES ':O PROP., LANDSCAPE • * TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. * TIMING OF INSTALLA110N: 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. , of * TREES SHALL BE 1.5" TO 1.75" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. .off 61 SHREDDED HARDWOOD MULCH MIN. 3" DEPTH QUANTITY SYMBOL BOTANICAL NAME C- CALIPER HEIGHT © PLANTING SPACING Christopher C. Mulligan UO US TREE PROPOSED N5 Lic. No. SITE AREA �� 03, s�2 .DEC.I_D 1.5" MIN. 11' &ZONAL E� PLANTING DETAIL BLOCK 1 = 1.43 ACRES Fraxinus Pennsylvanica AUTUMN BLAZE MAPLE BLOCK 3 = 1.12 ACRES Q. PROPOSED BLOCK PAVED PARKING AREA 1 PARKING AREA = 8,325 S.F.CNEW PAVEMENT) 2 UA BLOCK 3 PARKING AREA = 8,825 S.F.(NEW PAVEMENT) GALVANIZED 10' > o con GUY WIRE 5% INTERIOR PARKING CANOPY REQUIRED = QUERCUS PALUSTRIS PIN OAK BLOCK 1 CANOPY = 417 S.F REQUIRED Q 2 "x2" HARDWOOD BLOCK 3 CANOPY = 442 S.F REQUIRED 3 t STAKES Platanus x acerifollia LONDON PLANETREE 120 1 ' / l 110 �° SITE CANOPY BLOCK REQUIRED = 1 CANOPY 6,230 S.F REQUIRED B & B 368 7 HM HALESIA MONTICOLA MOUNTAIN SILVERBELL BLOCK 3 CANOPY = 4,879 S.F REQUIRED SHOWN INTERIOR PARKING CANOPY PROVIDED (10 YR. PROJECTED) w L Z O BLOCK 1 CANOPY = (7 *82) +(6 *77) +(1 *124) +(3 *907) W BLOCK 1 CANOPY = 3,881 S.F. Q. BLOCK 3 CANOPY = (3 *77) +(3 *124) +(2 *907) BLOCK 3 CANOPY = 2,417 S.F. GALVANIZED GUY WIRE SITE RUBBER HOSE CANOPY BLOCK PROVIDED (10 YR PROJECTED) 1 SITE CANOPY = 3,881 S.F. "X2" STREET CANOPY= (2 *368) +(4 *214) +(1 *397) +(3 *123) +(5 EXIST.) 2 HARDWOOD STAKES =3,881 +2,358 =6,239 S.F + EXISTING WRAPPING 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 N5 NYSSA SYLVATICA BLACK GUM 1.5" MIN. 11' AS B & B' 123 2 AF Fraxinus Pennsylvanica AUTUMN BLAZE MAPLE 1.5" MIN. 10' Q. Q� B & B' 397 2 UA ULMUS AMERICANA & CVS AMERICAN ELM 1.5" MIN. 10' > o con B & B' 397 5 OF QUERCUS PALUSTRIS PIN OAK 1.5" MIN. 11' Q UQ B & B' 370 3 PA Platanus x acerifollia LONDON PLANETREE 1.5" MIN. 11' _ u? Urn B & B 368 7 HM HALESIA MONTICOLA MOUNTAIN SILVERBELL 1.5" MIN. 10' SHOWN B & B 214 X BALL DIAMETER 8" MIN. REMOVE BURLAP FROM TOP 1/3 OF BALL PAVER SECTION & DETAIL -A ROADWAY 0 i EARTH BERM —�- i i I HH111111 - FTTTM STONE PAVERS iAROUND TREE 12 M1N, CQVER 6" SAND LAYER 4" PERFORATED UNDERDRAIN TIE TO INLETS 6" MIN. 18" MIN. SHRUB PLANTING DETAIL REMOVE BURLAP FROM TOP 1/3 OF BALL EARTH BERM AROUND BED SHREDDED HARDWOOD BARK MULCH (MIN. 3" DEPTH) REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale 1$0 = 301 U U WO *P- U r 0' a /M W z N = Q to ca NQ g? w Q. Q� Z0 O.j ® rc W c @ � O V > o con 4' Z J Z Z w Q UQ �w ' CC J 0 � N W O Q �0 _ u? Urn 0� � N Q� O j �Q LU U- J , w L Z O w u7 oo Cq nn W F= Q z'%- Q. T w 111 z = w a REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale 1$0 = 301 FILE NUMBER 8053 SHEET 11 of 13 *1,- U WO Z gz .J 0 0' a /M Z z J � 0 U J T V� w w 0o JO Z g J Q O.j W FILE NUMBER 8053 SHEET 11 of 13 *1,- Al OVERALL PARKING ANALYSIS Shared, Deck Total I 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 `* \.. Ph +s �f v I v s s Y F� cc to G U a � .� , r I W �T T w �WQ 0� 3 A Commercial 00 t R m NQ w > 25,156 0 Q? ZQ y„ CIO (2.00 /unit) Adjusted for 1 bdrms Apartments cc W 34 V Attached 66 185 Ph& A - 5 Shared S aces B Brookley, Claremont, Old Trail, Golf Drives � W (I� J N 21 111 <50,000 @ 4.75/1000 Block 2 Total Commercial Area of Shopping Center m cc Q CO V 0 L T /1 V1 w s.f. W III Vo Parking Adjusted w /Reconfiguration 0� � C Z r- z ~� 1,1 W Zvl ,1 QL 'W 3 �W OW Commercial = 26,925 (2.00 /unit) Adjusted for 1 bdrms Apartments 18 Attached 33 Reconfigured Parking 52,081 247 3 (2.25 /unit) Adjusted for guest prkg to be in Townhouse 7 16 21 driveway Block !sub -total 362 1 212 1 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 (1per4units) E AL Nursing Care Apartments 40 10 (Iper4units) E Nursing 16 4 (1 per 1empl) F Employees 21 21 86 G Parking Garage 78 78 (1 1room) H Hotel 52 52 Block2sub -total 151 1 164 1 17 30 Combined total blocks 1 & 2 1 513 376 1 38 99 19% I 1 Block 3 A B& D A Mixed Use 4 Pool 8 500 , 68 74 1 125s / ( f/ Single Family Lots Townhouses 19 Attached 43 38 ( 2.2 S nit 1 / u D Single Family Lots g Y 4 Detached 9 8 19 2.25 unit 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 (11150sf1 C Professional Office 10,700 43 Future Townhomes 12 Attached 27 26 5 (5 Units without Offstreet Parking) 18 Shared Lot Sub -total 120 68 5 47 Combined block 3 parking totals 240 188 20 32 139 *The combined block 3 meets and exceeds the currently approved shared parking plan originally established. s- 1 L. SCALE IN FEET OLD TRAIL -80ML 1"\BLOCK 1&3cu3LOCK3GBASE .DWG lu A J Uv, T 1 V J `* \.. Ph +s �f v I v s s Y F� cc to G U a � .� , r I W �T T w �WQ 0� 3 J 00 t R m NQ w > CL 0 Q? ZQ y„ CIO o�I � 1, cc W E@) V W o Ph& A - 5 Shared S aces L vQ � W (I� J N ZO 111 Block 2 N m s- 1 L. SCALE IN FEET OLD TRAIL -80ML 1"\BLOCK 1&3cu3LOCK3GBASE .DWG lu A J REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 01, 2013 Scale 1" = 50' Uv, T 1 V J a z 0 F� cc to G U Y(9> QZ =� �M �XZ Qo J0 W �T T w �WQ 0� 0 W J 00 t R m NQ w > 0 Q? ZQ Q* O cc W E@) V W o JZ W 2 vQ � W (I� J N ZO Urn 0� N cc Q CO V 0 L T /1 V1 w L W III Vo 0� � C Z r- z ~� 1,1 W Zvl ,1 QL 'W C M c T �W OW = CL REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 01, 2013 Scale 1" = 50' FILE NUMBER 8053 SHEET 12 of 136 Uv, C J W J 0 0 �z a ?QZ 0 JJ m Y(9> QZ =� �M �XZ Qo J0 W �T T w �WQ 0� 0 W J 00 � .J m w > 0 FILE NUMBER 8053 SHEET 12 of 136 \ \ \ \ BIOOk SA \ ' \\ / \\ Bkodc 3D 1 1 1 1 EXISTIN, ACCESS EASEN DB.3925 PG.408(P T W D1S� F cn I 'o) M 00 z / \ \ (n ' 40 5 6.07 S 5 D �o, o B3 !r \ / \/ / 'q � F o .. 2 6S6 qs VQ Jill I I 0 / FFE - 691.76± —FFE 692.43 ~ ~ FFE 692.42 w C) w 2�;s o w N N N �I 0 o =ol LO o d d- B1ook 2 I 01 ENT V 'th _— ,—CCARU�O-NAT— LANE 61' PUBLIC FLINV WIDTH DRAINAGE ESMT. 20' D AINAGE EASEMENT — — — — — — S 30'37'54" E 519.04' - I I I � � � � � � I I � � I I I I I I ► I I� I I AGCES$ ESMT w E �^ I cC/-) Ln w —war — \BI001>1C1A I -- — \ -- —��+� — w\ \ \ \ \\ Ld Fi w �\ —~,{� — - - -- - - - -- \ Cn - -- d -- -- — V'- FIW N -Q wr7 > I LO CD - -- -- -- I — —�, w z 3 c, 16 �CC SS EASEMENT — — Q — — — — — — — —I— — — `" T U�- -- - -- rn Q m — — — — \ — — � C/, Cn 2b' -- 7.5" TION - — N 30' 36' 14 W 4724' ACCESS EASE ENT VARIABLE WIDTH UTILITY ESMT 0 VAR. WI DRAINA L ESoMT. S 30. 36' 14' E – \� \ -\ \ I 1 I / 1— I I I w R =� 38.40 - v I I I I I W I� �w C 2M 2C� 1L~ C - 1i�{R�� I I I I I I I ' W V+ F- 1-= a Z a CC y C U 0 U 3 Z o L =39.27' awl N R- 25.00' J im W H 0 o =ol LO o d d- B1ook 2 I 01 ENT V 'th _— ,—CCARU�O-NAT— LANE 61' PUBLIC FLINV WIDTH DRAINAGE ESMT. 20' D AINAGE EASEMENT — — — — — — S 30'37'54" E 519.04' - I I I � � � � � � I I � � I I I I I I ► I I� I I AGCES$ ESMT w E �^ I cC/-) Ln w —war — \BI001>1C1A I -- — \ -- —��+� — w\ \ \ \ \\ Ld Fi w �\ —~,{� — - - -- - - - -- \ Cn - -- d -- -- — V'- FIW N -Q wr7 > I LO CD - -- -- -- I — —�, w z 3 c, 16 �CC SS EASEMENT — — Q — — — — — — — —I— — — `" T U�- -- - -- rn Q m — — — — \ — — � C/, Cn 2b' -- 7.5" TION - — N 30' 36' 14 W 4724' ACCESS EASE ENT VARIABLE WIDTH UTILITY ESMT 0 VAR. WI DRAINA L ESoMT. S 30. 36' 14' E – \� \ -\ \ I 1 I / 1— I I I w R =� 38.40 - v I I I I I W I� �w C 2M 2C� 1L~ C - 1i�{R�� I I I I I I I ' REVISIONS Sept. 27, 2013 (Comments) J n. 20, 2014 Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale 1" =30' V+ F- a z Lu CO CC y C U 0 U WW UQ Z = 0 awl t0 J im W H 2 o co, Q's 0 Q. r Q ZO U p Cc W C3 oC ;o Q °� Z o v w u. Z v 1 +I � Z J t/1 p o � W 00 Q VQ rw ' O -=' N N uj 0 LL T /1 ..1 �o�F:o I� Z W U; W Q. 11.1 Oti g d' co Lu OW o REVISIONS Sept. 27, 2013 (Comments) J n. 20, 2014 Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details /Comps) May 16, 2014 (Split Plans) DATE July 1, 2013 Scale 1" =30' FILE NUMBER 8053 SHEET 13 of 13a- V+ F- U aW Lu CO Q � 0 U WW UQ Z = 0 awl J im (0p W > J _ Wes' �0 0 �r 0� J i- air m 00 Q °� J Q .J O OJ 00 oZ m WF- 00 R w FILE NUMBER 8053 SHEET 13 of 13a-