Loading...
HomeMy WebLinkAboutSDP202000042 Plan - Approved Final Site Plan and Comps. 2021-12-09GENERAL NOTES OWNER: TMP 45-112F1; IMP 45-112F2; IMP 45-84A; & TMP 45-85 BERKMAR DEVELOPMENT, LLC 2496 OLD IVY RD CHARLOTIESWLLE, VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 04500- 00- 00- 084AO, 04500- 00- 00- 08500, 04500- 00- 00- 0112F1, & 04500-00-00-0112F2 TOTAL AREA: IMP 45-84A: 6.892 ACRES 7UP 45-112F1: 0.571 ACRES IMP 45-85. 0.777 ACRES IMP 45-112F2: 0.538 ACRES TOTAL ACREAGE: 8.778 ACRES ZONING: R-6 RESIDENTIAL, CLUSTER DEVELOPMENT AIRPORT IMPACT AREA & STEEP SLOPES OVERLAY PROPOSED USE. 52 SINGLE FAMILY ATTACHED RESIDEN77AL UNITS DENSITY- ALLOWABLE BY -RIGHT DENSITY.• 6 DU/AC PROPOSED DENSITY 8.778 ACRES x 6 UNITS / ACRE = 52 UNITS ALLOWED TOTAL PROPOSED DENSITY- 52 UNITS (6 DWELLING UNITS/ACRE) OPEN SPACE.• TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 25%) = 2.19 AC TOTAL OPEN SPACE PROPOSED: = 2.365 ACRES (26.9%) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR 774E COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND DEDICATED TO THE HOA. TREE PRESERVA770N: NONE REQUIRED WI714 774E DEVELOPMENT PRESERVED/MANAGED SLOPES. • NO PRESERVED SLOPES ARE SHOWN K17HIN THE LIMITS OF THE PROPERTY. 4 SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXIS77NG CONDITIONS PLAN SHEET. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET. BUILDINGS SHALL BE 1 STORIES IN HEIGHT WITH AN AVERAGE HEIGHT OF 20' TO 25. SETBACKS.- FRONT 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND 25' MAXIMUM SIDE: NONE - MIN. 10' BUILDING SEPARAT70N REAR: 20' MINIMUM. NOTE. COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND THE LIKE ARCH17ECTURAL FEATURES MAY PROJECT NOT MORE THAN FOUR FEET INTO ANY REQUIRED YARD PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX FEET FROM ANY LOT LINE. SUBDIVISION STREETS: CURB & GUTTER WA TERSHED: SOU THFORK RI VANNA RI VER WA TERSHED AGRICULTURAL/ FORESTAL DISTRICT- NONE TOPO & SURVEY.• TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, JUNE 2018. THE BOUNDARY LINE INFORMA7ION IS PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE 2018. DATUM: NAD 83 EXISTING VEGETA770N: PAR77ALLY WOODED (IMP 45-112F1&45-112F2 ARE WOODED & TMP 45-84A&45-85 HAVE BEEN CLEARED AND WERE PREVIOUSLY USED AS A CONSTRUCTION STAGING SITE.) LIGHTING: NO S17E OR STREET LIGHTING IS PROPOSED WITH 774/S PROJECT. ANY S17E LIGH77NG SHALL CONFORM TO ALBEMARLE COUNTY ZONING ORDINANCE REQUIREMENTS. PARKING: 52 SFA UNITS = 104 OFF-STREET PARKING SPACES REQUIRED MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE TOTAL PARKING PROVIDED: 104 OFF-STREET PARKING SPACES GUEST SPACES. • 1 SPACE PER 4 UNITS = 13 SPACES REQUIRED PROVIDED GUEST PARKING SPACES (ON-S77?EET PARKING) = 13 SPACES + (2) FUTURE PARKING SPACES (THIS IS WITHIN 774E ALLOWABLE 2090 PARKING INCREASE). PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE BUILDING SITES. PARCELS 1-52 EACH CONTAIN A BUILDING 517E THAT COMPLIES WITH THE REQUIREMENTS OF SECT70N 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES. • TWO CEMETERIES WERE FOUND DURING FIELD INVES77GA77ON OF THE SITE. THESE CEMETERIES WERE FIELD VERIFIED AND DELINEATED BY DARBY O'DONNELL, LLC IN NOVEMBER 2018. FIELD EXPLORA77ON WAS PERFORMED AROUND THESE CEMETERIES WITH A PERMIT FROM DHR AND THIS S17E PLAN REFLECTS THE FINAL LIMITS OF THE 2 CEMETERIES ONS17L THE FINAL CEMETERY REPORTS WERE SENT TO DHR IN DECEMBER, 2018, IDENT7FYING AND ESTABLISHING THE LIMITS OF 774E CEMETERIES AS CURRENTLY SHOWN ON THIS SITE PLAN. EACH CEMETERY SHALL HAVE A PERMANENT BLACK FENCE INSTALLED AROUND THE PERIMETER OF THE CEMETERY LIMITS WITH A GATE FOR ACCESS STREAM BUFFERS. • NO STREAM BUFFERS ARE LOCATED ON THESE PROPER77ES OR 107HIN 774E LIMITS OF THIS PROJECT AREA. FLOODPLAIN: THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP,f51003CO229D, DATED FEBRUARY 4, 2005. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDA77ON ZONE. RETAINING WALLS. • RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE PLAN, SEE SHEETS 7 AND 8 FOR DETAILS. LANDSCAPING. • STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WI THIN SECTION 32.Z9 OF THE COUNTY CODE. A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL S17E PLAN (SHEETS 19 & 20) FOR COUNTY REVIEW AND APPROVAL. ALL LANDSCAPING REQUIREMENTS SHALL BE SHOWN ON THIS FINAL LANDSCAPING PLAN. STREET TREES SHALL BE PROVIDED ALONG THE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH VDOT AND ALBS. CO. STANDARDS TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION ION AREA: REQUIRED RECREA 77ONAL AREA: 52 UNITS x 200 SF = 10,400 SF PROPOSED 10,400 SF (0.24 AC) INCLUDING (1) TOT LOT (2,515 SF) & (1) RECREAT70N FIELD (7,885 SF) TOT LOT AREA SHALL INCLUDE THE FOLLOWING, AT A MINIMUM: ONE (1) SWING (FOUR SEATS) ONE (1) SLIDE W17H TWO (2) CLIMBERS ONE (1) KABOUT OR WHIRL () BU C TWO (2) BENCHES RECREA 77ONAL PLA YFIELD OPEN SPACE.• STREAM BUFFER OPEN SPACE • N/A REC. AREA OPEN SPACE. 14, 335 SF (0.329 AC) (0.24 AC MEETS AC77VE REC. REQ.) OPEN SPACE. 62,200 SF (1.428 AC) STORMWATER POND OPEN SPACE. • 26,485 SF (0.608 AC) TOTAL OPEN SPACE. 103,020 SF (2.365 AC) FINAL SITE PLAN SDP2020=42 RIO DISTRICT - ALBEMARLE COUNTY, VIRGINIA TMP 45-76D BRANDT, JOHN E B DB 1628 PC 128 TMP 45-76 7 WEBER, LE WI A LIVINP TRUST DB 4 9Q PG 7 1 TMP 45-76B JOHNSTON, JACOBA KAY 3677 PC 444 j' \� OPEN,SPACE D Ai 15Q' \ .. TMP 45-75 WEBER, LEWIS A LIVING TRUST DB 4998 PC 433 � rj5z 1 n t��.li'ls,ntilt..isLa¢ y. l_r. wfi� i QT 44 :. l7$�t'i� GiI" K�t:�i�i OFFSITE EASEMEN T.• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE, WITHIN EXISTING AREA CALCULATIONS NOTES: RIGHT-OF-WAY, OR WITHIN EXIS77NG EASEMENTS. NO OFFSITE EASEMENTS ARE NEEDED FIRE FLOW CALCULATION: PROPOSED K17H THIS DEVELOPMENT. LAND USE AREA ACREAGE 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. NFF=(C)(0)[1+(X+P)] = 2,750 x 0.85 x [2+(0.22+0)] = 1,hS GPM x o.5o (SPRINKLERS) = 95o GPM NFF LOTS 4,340 AC (49.4%) OPEN SPACES 2.365 AC (26.9%) 2} ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. C=18F(A)^o.5=18*1.5*3,630^0.5 =1,75o GPM (ROUNDED) RIGHT OF WAY 2.073 AC (23.7%) 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE, AS SHOWN ON THE PLANS. CONSTRUCTION TYPE - CLASS I WOOD FRAME CONSTRUCTION=1.5 TOTAL: 8.778 AC 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREET 50' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY A=2 FLOORS X 1,815 SF= 3,630 SF (TYPICAL TOWNHOME) STANDARDS. 0 = OCCUPANCY FACTOR = o.85 FOR C-2 COMBUSTIBLE 5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. X=0.22 FOR of AWAY BUILDING EXPOSURE BETWEEN i-soo FEET TRIP GENERATION CALCULATIONS P=o FOR BUILDINGS RATED SPRINKLERED NOTE: PERCENTAGE OF OPEN SPACE OUTSIDE OF TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (1oTH EDITION) 5o% REDUCTION IN NFF FOR AUTOMATIC SPRINKLERS ALL STORMWATER MANAGEMENT FACILITIES, 52 SINGLE FAMILY ATTACHED UNITS - CODE 22o ADT: 381 VPD (igo.5 ENTER/ 190.5 EXIT) AM PEAK: 24 VPH (6 ENTER/ 18 EXIT) PM PEAK: 29 VPH (18 ENTER/ ii EXIT) STREAM BUFFERS, FLOODPLAIN, AND MANAGED/PRESERVED SLOPES = 74%. THIS AREA IS GREATER THAN THE REQUIRED 2o%. TMP 45-82 N/F THIRD MESA, LLC DB 5002 PC 606 TMP 45-82A N/F THIRD MESA LLC DB 4841 PG 138 TMP 45-81 t N/F THIRD MESA LLC DB 4841 PC 138 4QT� 1_ I L 4. a � LOT 3a I `! — — :OPFJV5FA(;EA; 1 I f I L l \ 1 1 i " a 1 r f . --.a".... GENERAL BUILDING DEPARTMENT NOTES- 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURESS, PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VA VE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY 774E NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. J. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPEC77ON PERFORMED BY THE BUILDING DEPARTMENT. VICINITY AP )SCALE: 1" = 2000 Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE LAYOUT 4 SITE LAYOUT 5 UTILITY PLAN 6 UTILITY PLAN 7 GRADING & DRAINAGE PLAN 8 GRADING & DRAINAGE PLAN 9 NOTES & DETAILS 10 UTILITY NOTES & DETAILS 11 ROAD AND WATERLINE PROFILES 12 SANITARY SEWER PROFILES 13 SANITARY SEWER PROFILES 14 DRAINAGE PROFILES 15 DRAINAGE PROFILES 16 DRAINAGE MAP 17 DRAINAGE CALCULATIONS 18 DRAINAGE CALCULATIONS 19 LANDSCAPING PLAN 20 LANDSCAPING PLAN 21 SIGHT DISTANCE PROFILES 22 SIGHT DISTANCE PROFILES 22 TOTAL NUMBER OF SHEETS NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS ACCESS ROADS, A DEVELOPMENT MAY EXCEED 3o DWELLING UNITS ON A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS PROPOSING 52 SINGLE FAMILY ATTACHED UNITS FROM THE EXISTING PUBLIC ACCESS ON BERKMAR DRIVE. PRIOR TO ANYADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY (PHASE 11), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF CONNECTION TO THE DEVELOPMENT. EXISTING CULVERT CUL VERT 0 DROP INLET & STRUCTURE NO. CURS CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH B" DEPTH OF EC-3A DITCH EC-2 DITCH s" DEPTH OF EC-2 DITCH EAR7H DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS T EXIS77NG CONTOUR PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION APPROVALS DATE DEPARTMENT OF COMMUNITY DEVEj.,QWjLNT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT R. LINS� H No. 35791 p 11/30/2021 �4 o�StONAL E�G�� �l L_ H z z cn o _j 0 a z � i w � z m Ul Ln W ce H H J z j w O z z d W IZ © � Q E En o 0 2e rU) z o ZU w o= o: o a LLJ z 5- V � Cd j t!) w Ljj Q LU 13� U_ N N -i 'A N N N N Iw— p NN N N N N ;� ; co T' cv � -fM 1 \ 'i fn r, d rl O 0 r-1 Ul z C� r Cy) C'O 0) N d' d' I 0 N (N Q w J J W 0 M U Z) U) f-- w rF— v F_ W NU-0 L.L ,Q V 0 N z fs CL w H Q z 1 0 0 _,j LL Uj 0 �S Mw W 0 1— LU LLJ n ry LU 0 U 0 a � JOB NO, 182152 SCALE ill _ 401 SHEET NO, 1 z ILI w w z 0 z w V) z J J O 41 41 0 0 U 3 v a x v 0 41 rn c 0 N 0 :,_, U 1 N O U L 0 v 0 U fA 0 U 41 N E 0 4j Z W D u 0 0 0 a T v sr a v D v O c 0 "0 v L 0 a 0 0 3 c U 7 v a v O T O E v v Z w w Z 0 z w z J J 0 0 T N 0 a U x v L U E U 0 v 0 U 0 N N a v U Q. m N v 01 y R _g N. >. Ng IIIs 7, A All. 61 1 aP\�6-76 WEB LEWISI LIVINC UST DB 4098 0�\441 . . . . . . . . . . ..... 4,1115,1i"im USE. IRESIDEN - all M, kURAL AREAS EX TING F H NT ol)l . . . . . . . . ...... INd 12" Cr---'7 lc"N"' E IST RVV_ WATE INE TMP145-76D EXISTING 042" 181,11, E B__ B�VT, JOffAr Civir pul-VERT Dp 1628 PC 12 USE: VA CA N) TMP 45-85 RURAL AREAS .1BERKMAR DEVELOPMENT, �XISTING ENTRANCE DB 5136 PC 015 TO BE REMOVE X WITH FIN/>L MUILU EXISTING WATER METER &,, / N " STOCKPILE 'SERVICE TO BE ABANDONED Ul. PIPE BACKTQ THE CORP STO V TO BE REMOVED X.M.1 ASPHALT TffP 45-7,0� 'ES, YABKL Isis DB, 308 PG,�86 Y,8E: RE�[��NTIAL EXISTING BOUNDARY CHAIN LINK LINE TO BE VACATED FENCE TO'BE -1 REMOVED CHAIN LINK FENCE 1 40 TO BE REMOVED �hkISTING MIX OF EVERGREEN & DECIDUOUS TREES TO GRAVEL DRIVE RY BE REMOVED THP 45-7q NOTE: THE RWSA 12" WATER MAIN IN WOODBURN ROAD EB LEWIS A LIVI G UST HAS A HGL OF 795'. PRIVATE PRESSURE REDUCING B P1 DB 4991 C 3 VALVES SHALL BE USED AT THE SERVICE CONNECTIONS. E J"D W L IS IV B 99 S SE._ E: RESIDEN L T R U URAL AREAS TMP 45�-76B ).UK T ACOBA KAY TMP 45-82 S Ok, J 07 _§A� LLC DB 3677 PC 444 YN�_E -THIR ffE USE: RESIDENTIAL DB 5002 PC 606 ,I -, USE: VA CANT R URAL AR�4� tj R6 R8P. TIAL TMP 45-82A IF THIRD MESA LLC LID 4841 PC 138 B#_,RESIDENTIAL USE: VACANT TR E LINE TUD AK-01 SCOTT /R."kClt�LLINS�� No. 35791 i��, 05/19/202 11�10NAL le (TYPICAL) 'EXISTING MIX OF EVERGREEN NIF THIRD MESA LL L & DECIDUOUS TREES TO u _)j DB 4841 PC 138 r EXISTINg 012" BE REMOVED 6 CMP CULVERT : RESIDENTIAL u ESIDENTIAL LLJ C j * r2 < _j z -EXCSTING TREE�JN EXISTING 12" CI RWSAWATERLINE vu) j Lu c Z CONSTRUCTION TMP 45-80 DEBRIS Z EXISTING > Z kAR DEVELOPMENT, LLC TO BE REMOVER �XRK MANAG Lu )p i'8 21 �04 E I flB-5T36 PC a�6 SL( ES r EXISTING BOUNDARY 54�41' Z \LINE TO " VACATED TREE LINE (TYPICAL) 12 �_ —.,539- LIMITSC CyRB TO BE REMOVED EXISTING/ TMP 45-112FI MANAGE DERAgAR, DEVE-tORM&T, L SLOP)9S Ly TMP 45-112F2 DB 5129 PC602 C NSTRUC�ION r b 1BERKMAR -DEVE'LOPMENT,_ 'g, DEBRIS DB 5129 PC, 602 T� BE RE�OVED —5 432— — /-Z EXISTING LENGTH=293.31' IPSTER/ -EXISTING30 _-MANA-_ RADIUS 5767.52 91 MAR�� SLOPES— :REMQVED LINE TO BE VACATED/' EXI STING 20'SAN ITARY 41 EXISTING CURBIRG /SEWER EASEMENT TQ_BE_ REMOVED DB.5232, PG.243Z2S6 X —FOR_-!URN LANE--MIFICA7T] Z LL1 F- z 0 LU u < V) 0 U z M 0 z (.) ce Lu U CL LU Uj L j ui > CD C) C) -i ­i N N N rq CIS[ uj C) C) 0 0 C) N N N IN rq C) C) "I IKAILLXti X Z Vlw x CONQRETE 4D tXISTIN I G FIRE HYDRANT TO v TO BE REMOVED 0 BE /REMOVEY BE REMOVED & REPLACED 65x9O' I�EXISTING MIX OF EVERG A ---&2,9 BUILDING 0 1 �kSTING ENTRANCE DECIDUOUS TREES TO TO BE MQDIFIED CONCRETE BE REMOVED TO BE REMOVEy .17 - - / I I / i FPR NE� ACCESS TO DEVELOPMEKV I O\BEREMOVPD EXISTING HE�ADWALCLFOR TWO (2) 024" z EXISTING RIP -RAP CULVERTS TO BE REMOVED. THE EASTERN ct) CONCRETE NIANA CULVERT SHALL BE DEMOLISHED BACK TO THE cy) TO BE EMOVED SLOP 37'x85' iz BUILDING PROPERTY LINE, AND FILLED WITH FLOWABLE TO BE REMOVED r FILL. THE WESTERN 024" CULVERT SHALL BE CEMETERY \1 --,,MODIFIED TO HAVE A NEW UPLAND DOGHOUSE cy) b hA ALL MH. BOTH 024" CULVERTS SHALL REMAIN UNDER B�RKMAR DRIYE. 47'x56' 4,�,- Q� N71 0VILIJIM; c:) APPROXIMATE 10 tjt,�EMOVED Z4� <TVIX N, LOCATION OF WELL 18 PER DB 424 PG 152 TMP 45-112E 41 MCMAHOW, BRIAN J & STEPHEN TO BE REMOVED CONCRETE U-i TO BE REMOVED STORAGE GR4VEL AREA\ It 14� w I > DB 1453 PC­36 CONTAINERS (IYPICAL) -KVW ST 7 TO BE REMOVED ZONINC=HC Lj z CHAIN LINK /1 Al tK U) 0 USE: VACANT FENCE TWIP 45-,84'& 45-8 �,2 TO BE MOVED _ALBEMA�bg SOCIETY FO THE CO STING 30" PRE VENTION OF CRUEL WOOD FNNCE RWSA WAT RLIN ANIMALS, INC BENCI-IMARK: LIMITS OF EXISTING CURB M�518.87 AND CONCRETE SIDEWALK w DB2096PC ill F__1 ­T BUILDING BE REMOVED -REMO, A CANT USE: V TO ­BE V�- U EXISTING MIX OF EVERGREEN 1+MP 45 112F LL R6 RE_S_1D04AL_ & DECIDUOUS TREES T 4/ IY/,f Fou TIONS LLC 0 o4 BE REMOVED .11 \ _j I �/70 F TIONS CHILD 34/9 BLGQK_` —56* / DE OPMENT N81.1 P15ew 1\1 DB 834 PC 001 LIMITS OF �X USE: DAYCARE CENTER TVP 4 5 CURBAND ALBEMARLE SOCIETY FOR THE R6 RESIDENTIAL LANDSCAPING ISLAND -45 PREVENTION OF CRUELTY TO TO BE R�MOVED U) DB 5108 �G 549 w X 41 ANIMALS INC 01� Lu 6 RESIA ENTIAL-_- 4 TMP 45j / 12 WOOD, STUARD R. JR & MARCARET E. w < DB 4751 PC 579 w -TMP 45-86 ZONINC=HC ALBEMARLE SOCIETY FO� THE USE: VACANT YI�EVENTION OF CRU LTY TO U) NOTES: uj ANIMALS, I . THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP DB 2096 P NUMBER 51003CO229D ADOPTED FEBRUARY4,2005. USE: KENNELS LLI 2. TOPOGRAPHY PROVIDED BY ROUDABUSH & GALE, FIELD COLLECTED IN JUNE, 2018. — — — — — — — -- Cl COMMERCIAL THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE & mo ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN NOVEMBER 2019. — — — — — — — — — — N, 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED r STEEP SLOPES ARE LABELED. c:) 4. NO 100'WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. c:) N 5. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM L V_ lb ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL 'V -562-3580 x1 3 1. REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540 IN T 6. ALL EXISTING BUILDING WATER LINES FROM THE WELL AND EXISTING DRAIN LINES Lu b AND DRAIN FIELDS SHALL BE REMOVED IN ACCORDANCE WITH VDH GUIDELINES a Lu cy_ AND REQUIREMENTS. 7. ALL OF THE INDIVIDUAL INTERNAL PARCEL BOUNDARIES WILL BE VACATED WITHIN JOB NO. THE PROJECT BOUNDARY. I/ Ile GRAPHIC SCALE 182152 8. DRAINFIELDS EXIST ON THE PROPERTY FOR THE EXISTING STRUCTURES. THE 0 20 40 80 LOCATION OF THE DRAINFIELDS IS UNKNOWN. THE EXISTING DRAINFIELDS SHALL SCALE BE LOCATED AND ABANDONED DURING CONSTRUCTION IN ACCORDANCE WITH VDH X i If = 401 IN FEET 4'j ( GUIDELINES AND REQUIREMENTS. �i�ich = 40 ft. Ll d Ll Ll r) E! D V) r_ 0 vi VI x cn 13 V) c 2 ZI (12 rz 0 0 I- 0 ID r u a 2 (n U 0 E 0 Z) -0 ul u In CL 0 V) 0 w 0 0) 0 (u 0 L_ 0- V S_ Q) _a 0 c: E 0 z z CD z Lli ul z _j _j 0 0 0 _p Q) D_ 0- (1) ul :3 u x Q Q) 0 Q) E., Z) 0 0 0 0 (n rz 0 CL a) (n Q) rc 2' ENCROACHIIMENT .:25' MAX 2' ENCROACHMEN „ Q N SPAS HEREBYy I :�.. 1, t. t ,. t + PE > + .. a + , . , t.. t , + , . _ , 0.. m , Certific:lt CitComplelion T :. 28 R , I u 7 1 Bs L bend. 11 Y;.,: i b e 1 rtt r c t t• �kb*ite._ I ttte i..a e OfrVi uctions a 2 DEDICATED TO THE Cal :,, �... ` s ThnermJuu,,tberecatyc [r ee eo aaa ar t i cr o,ny , n �1 TMP 45 86 ,..+.:..,t,. :t.=•. z� t.,.•a,. o J 8 € o e ter listi the outstandiJ items that need,to be completed before si nui * the certification is acceptable. It must be 1 543 31 13.98 W 194.83 34 28 12 , .. > , < > . , , . , , I . • ,� a o t t I� 3 - ' SOCIETY FOR _ �€ � ALBEMARLE CI TY 0 - ;:�1 :. ; a a _ v l -i : s l <iv'.'' e t v been •o t l t d. I o says that at .� , . . „ s , _ , . " . ,. w t ... " , " , . �. ,.., , .. 9 fn N .. " " . .. aLonect by the c?v�•ner, _ hr� %rlTi gay 5 •rl pub I is> on ilnprovetTl n � have b, � n p �.e t als s , � a 1 {.,, :WATCHLINE-SEE SHEET ,t.t nty., t .. „ , ,, , n n . o ms 'o a r �•e I lams ant an i3cr ies have been a roved by the Count This mead:; th as - THE PREVENTION OF CRUELTY VARIABLE WIDTH WALL AND _ � , _ .. , .. , + „ . , . > 4' 1 .. . • . �.. .. ;:,.... �. 4on:>tr>>4tionconiar t ppo c p t y dL� epanc :gib pp y. � $ ;::.::: ,:......,.... v' l C7 7 F_ n 1 1 R r I UI T4 which „ 1 Id'fie rlcuinerl rt ■ ■ � .. � ;.■ a '{ .1 t ............... built 7larr., }Iat e been a > TIc.ed h4 ( €t dat e. k true a r aed t . T ct„ e , r ct� _. I tau . _ documented teLt _. MAINTENANCE EASEMENT sso , . , , .. + f, r. �+ _ „ < . �, L y to 5 I TO ANIMALS INC. „ .. x „ .., 4 . o .. • /.. LOT o f VAR. WIDTH LANDSCAPE 3a TY':.. o ,,;;.. ) m I • y aces tance comes ondei ce or tuic111ists. D.B.5612, PG,637 S63 „' r y Y ..., . , , . PROPOSED 5 =I • .. �•• : ;,::; :,:.::.::.::;:::. �' F p MAINTENANCE EASEMENT 4 ►,yam a ; „ , _ , . Y (.. ; PROPOSED 6 PORCH & z68 < < CONCRETE SIDEWALK. - .'l �, ( ° ' CONCRETE SIDEWALK TYP. NOTES: D.B.56a.2,PG.637 70:3 T ( ) v" e 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE ' " ` : ° PROPOSED VDOT _ j.'• :l _ Q TYP. '•�1• t•�- STD. CG-6 BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED H ( 7 I Y < . ; " „' ; n o.6o8tACRES :; lC.' •, OREN SPAGE;HEREBY ENGINEERED DESIGN. a , , . ,... I . + + .... " . .. ,.... _ ,.. t , , < .. t ... 4 " >. EXISTING TREE LIMITS CTYP.) k 11. y� PROPOSED 6' E ICAT,.. TO THE CIO 2. ALL OPEN SPACES ARE HEREBY DEDICATED TO THE HOA. h` „ . ; ; ; j :�C: ,'. „ PLANTING STRIP _ • • t . • • . • "Q DA t , .a Ai TYP KING SIGN (, .. ' 3. ALL NEW PUBLIC STREET RIGHT OF WAY SHOWN HEREON ARE HEREBY DEDICATED PROPOSED NO PAR - t ° • � I I{.': • •- a = • t = • ` ' • ; e r t " ° + « . x —�`"� TO THE COUNTY FOR PUBLIC USE WITH THE SUBDIVISION PLAT. PROPOSED5' .�'l , . - •; •. O I• s + c _ " z t u u `F =, 1• , .. a ,w s n " .. < ro < 4. MAINTENANCE OF ALL STREET TREES AND THE PEDESTRIAN CROSSWALKS SHALL BE `` CONCRETE SIDEWALK I : h 1'l 4:• f ROP0SED NO PARKING SIGN (TYP) o, THE RESPONSIBILITY OF THE HOA. 1 EXISTING ACCESS AND PARKING EASEMENT P 5. ACCORDING TO THE CODE OF VIRGINIA, SECTION 57-27.1, OWNERS OF PRIVATE TMP 45-112F FORTMP45-112F, DB 2834, PG.1 PROPOSED SVVM EASEMENT TO BE VACATED & REPLACED �' f` , ✓e {" - PROPERTY ON WHICH A CEMETERY IS LOCATED SHALL ALLOW INGRESS AND EGRESS ---'� N/F FOUNDATION LLC r • > FACILITY,..... (} FAMILY / WITH NEW VARIABLE WIDTH ACCESS r TO THE CEMETERY BY i LY MEMBERS OR DESCENDANTS OF DECEASED C 0 FOUNDATIONS CHILD ! /LLB , .1.':.. • , t r t . , ;°; ` AND PARKING EASEMENT, DB.5612,PG.637 DEVELOPMENT ` PERSONS BURIED THERE; II ANY CEMETERY PLOT OWNER; ul ANY PERSON 0 ,. , �l•. j' ROPOSED SPEED LIMIT SIGN BUMPER BLOCK ,. /; � .f ::1° :h.:.1.•w ENGAGING IN GENEALOGY RESEARCH, WHO HAS GIVEN REASONABLE NOTICE TO : ;:: , �. t�► CONTRACTOR TO STRIPE NEW PARKING c . PROPOSED PEDESTRIAN ; • . •, THE OWNER OF RECORD OR TO THE OCCUPANT OF THE PROPERTY OR BOTH. S' SPACES WITH PARKING LOT IMPROVEMENTS ./ { ti• 1:Tr► ° : <' ° `"• 1 1 j: `r. f CROSSWALK STRIPING S.• ,::: 2' STRIPING TO PROVIDE 24' DRIVE �� �. ;.. ;/ -1 _ ..... , t . , t . . . .... . . ... . . . . „ . • , ..... a w ... YPROPOSED VDOT AISLE AND I8'PARKINGSPACE SSIGFiI DISTANCE° 13erkmar Overlook S STD. CG-12 (TYP.) 1 PAR IN t : ` ! .' i!r r•t ASEMENT PA S ' s. i. = l Miracle Recreation Proposal A �,�•.' D.6.5612, PG.637 P CONNECT TO EXISTING ,:: ' r PARKING LOT CURB &GUTTER �� ° " ` " " ` ' 5�" SWING GATE AND FENCING PER 5 AMERIST 14AGE5TIC-AEGIS !' •'•`' "'` �� j' C FI.0 _ 3�3 '-• _ - '• . . i•. •. PLU55EESHEET4 EXISTING PARKING LOT t \ � ��1•' .' /'�0 i _ _ , � __-..,..ram' . ,-.ca1''„ _y�.--'•,' y__:-r•- _ _ I • • Berkmar Overlook - Proposal A u2oe:aa r�l4CvrV.rA.^lrmr7•:O`..L 3.a�n.:•r�tmnnaxve,tarmlrarEx.9 Rye z Charlottesville, VA �OfIDLEl4rL.'I'F,IIiY: - E Rye 1 SWING GATE AND FENCING PER TINIBER OPENING AMERISTAR, MAC ESTIC - AEGIS 'Cr PLUS SEE SHEET 4 41R 3 112" CC \ AAeH SVNG FPAJAE x 7laa:F 8'DELT SEAT \ R-UfCLED WJc"Nlrl /\j t MIRACLE ULCERS '184U 44012R 1 rRIrTIfN NEAR ,/ 32" X 6TBLACK IK!� HEF&Ht I EMP17(1.83h1) In;;'\ 939167BK fd10 L37%1 IGOOT Nrrt (. ( T299D O 2990 8' f + \ r TEN SFIN CLIMBER ADZ STAIRS 1a959 BEtY:H CC RFU3 f7(1.83h1) WG I Ci7fXlVF iI � 718�59U htRFO3U3O SLIDE `1 7135395 3 \ DECK L` L-SLIDE 79971 IW14SFER TOT ROCK POINT P911,,I CUMBER TiVi51359 71d787 RISC hYWAGEMENT SIGN - ENGL ISH 707 TIMBEP OP EhIrJG wl 'LlwiR SWING GATE AND FENCING IMMEDIATELY ADJACENT TO TIMBER KTT PER AMERISTAR, MAGESTIC - AEGIS PLUS SEE SHEET 4 Site Concepts L-L-C. R0098 44068930574 promote safe and proper equipment use THE PLAY COMPONENTS IDENTIFIED IN THIS Site — by children. Miracle recommends the PLAN ARE IP^MA CERTIFIED. TH^ US;: AND Pn Rnx Xis PI nNr Na ('134) 823-2745 C1ezul,VA FAX P10 (-IM) 823-2745 COMPLIES TO ASTM[CPSC installation of either a Miracle safety sign or LReOUT OF THESE COMPONENTS GONFORM other appropriate safety signs a near each playsystem s main entry points) to Inform TO THE REQUIREMENTS OF ASTNI F1487. GP•CUND SFACE:43•-0-A51'-b• parents and supervisors of the age AN ENERGY ABSORBING PROTECTIVE SURFACE PR7TFCTIVF ARFA'1A'-e'. BH'4r appropriateness of the playsystem and 13 REQUIRED UNDER &AROUND ALL PLAY 7°Jt17771 try: Gc7 No oy 7117 8tr¢am COMPI_0$ TO ADA general rules for safe play. SYS l LrAs . I � SITE BENCH DETAIL (PER MIRACLE RECREATION) j24 s= 4 FCRTABLE la, a! BACK >. ek5 n,r. tft}fl ia`il[-,I I1fie JR4 ."i I rA9 .`.}7 E- REV I INlil'fVUN) A B I C 1�- E F Ia H J B h R4r,S n S fi 97 .ir In .11:1 4 fl.M1ltO IO .l.d�l l.•a IF 51�r1 2n 1 R DNAF, mm I., 1957 1, 8C6 1:0 259 e81 49 811 —D E -d 1 I- D SLIiFACE A " e c E F H H le' n! eAcc n }i e• n a!e• ro' sl 3Ja' a s/Ia• IO/e' ij' 13 a/a' a• _ DI1d n 1838 1 1457 IW31 M I 100 I 2rA :,01 490 151 I TYPICAL UNIT LAYOUT W/ DRIVEWAY (N.T.S.) NUMBER AREA SF AREA AC NUMBER AREA SF AREA A 1 3,703 0.085 27 4,704 0.108 2 3,093 0.071 28 3,180 0.073 3 3,920 0.090 29 3,267 0.075 4 3,615 0.083 30 4,138 0.095 5 3,311 0.076 31 4,269 0.098 6 4,574 0.105 32 3,093 0.071 7 4,182 0.096 33 3,223 0.074 8 3,267 0.075 34 4,008 0.092 9 3,136 0.072 35 4,269 0.098 10 3,136 0.072 36 3,485 0.080 11 3,877 0.089 37 3,311 0.076 12 4,051 0.093 38 3,833 0.088 13 3,180 0.073 39 3,790 0.087 14 3,093 0.071 40 3,093 0.071 15 3,093 0.071 41 3,049 0.070 16 _ 3,180 0.073 42 5,532 0.127 17 4,269 0.098 43 3,833 0.088 18 4,051 0.093 44 3,180 0.073 19 3,223 0.074 45 3,223 0.074 20 3,136 0.072 46 1 4,095 0.094 21 3,136 0.072 47 3,920 0.090 22 3,223 0.074 48 3,049 0.070 23 5,314 0.122 49 3,093 0.071 24 4,312 0.099 50 3,136 0.072 25 3,180 0.073 51 3,180 0.073 26 4,053 1 0.093 52 3,790 0.087 EXISTING 12" DI WATERLI :;E ' _.. 12 r W U) 0 W a I U Q � O p dS z g I I 0 a y z U U a ILU LU z w W ? j ce N 1 LU & �- o .-r r+ 'A N N 01 Q N M l 1 O_1 C) N ,-i r1 M �r co 1i o CD 1-4 TMP 45-81 N/F THIRD MESA LLC 2 SIG-HTDISTANCE=396 — 1 I z EXISTING 20' SANITARY SEWER EASEMENT _, DB.5232, PG.243-256 z z ,J z z 11 n z J J J 9- O aJ C tU C O U C N a-, 4, �L In in Qa a x a� 41 a� s 0 s 3 Cr. 0 in 0 o_ 41 L V N C O U L O "D C O vl C U c 0 71 L N C 0 U v O E 0 s= ZI .N U >r O rn v s a3 0 a a T 0 -v in in N O C 0 In In -0 C v L O a c L 0 Qi O t 3 c v tD U 7 -O O L a L O C 0 E _0 C 0 0 z Of w w z_ Z w z J J 0 U 0 L to a O CLL. °N U x rD v S lU L O Iz V E U 0 -O v to _v °U O In 0 O -O s_ 0 0 P a O rn 0) opt SCOTT/R. CZ)iUNSZ No. 35791 ,1, 11/30/20" o��sStONAL ���1� Cn F— Z W E E O U w U in W dS UJ LU H W Z 0 Z O z a W 0 Q N Z _O m 0 o WW LU Xia H W CO J a W n. 0 ua = I— W O U a Q U) o 0 i 0s 3 Z O oL 7 Z Z) oU U 0= W Q: a S a 0; W Ln ' N 1 ❑! c a Q -( '4 -1 O O N N N N N N LU Q Q N N N N � 00 M D T-1 M L 7 .M`1 1-1 O Q ri z 4�� CL uu F— rH^ V ! Z F— t—1 Z) 0 0 0 W 1.1. U) W 0 �c MW W W In O w a cn JOB NO. 182152 SCALE III _ 301 SHEET NO. 4 z w z 0 0 0 c v m c O U c v �L 3 V3. V3 a) L x x a� a� 3 ❑' c ❑ N U _ L V) c, C O U 0 v c o: c v c 0 U _ L y C O U O a-+ v v E 0 C 41 _ 7 U C L a) O -V ❑ s 3 a3 O ❑_ L ❑_ T C O 0 41 0 cl L N �v c v 0 0- 0 lu . P L 3 C P U 7 0 a n 0 C a E D r- Y A A Z Z n z J J J J 0 a N L a) Q O L a a) w _ U x v a) L V L O V C C� L _ U O v v a� v U 0 v7 m ❑ c 0 ❑ a a) V1 0 PROPOSED 8" G.V. & PLUG 0 7 30 0 r i u e� : �. ;' r ;■ k : ,;• ��. PROPS SE WATER ; NOTE: PRIVATE PRESSURE REDUCING VALVES WILL _ • . - .... LL . '� �.• .. , . _ _ • • _ • SERVICE LATERAL YP � I I - e tl e • BE REQUIRED AT THE SERVICE CONNECTIONS. l r •n-•.•.•....m,....H_ TIN XIS GFIRE HYDRANT .. PROPOSED 6" go° BEND TO Lu •yt-' °,1 TYPEA BLOW -OFF ASSEMBLY,. .w �. ----6 a ,., < ,.,..� .. °., ° °.. �,. �•x. : .< s1v' EXISTING I2"CAST IRON •,.: i e �5 RWSA WATERLINE '� j /• _ e k •uJ � • ''•' n�``°�r�°�`��.1- �''�'S/�r%�1-�(f•%1�1��iJ/ �� (\ ,,/��f/,./i�°r`/�. ✓ ' .—�. , � ,. ,. ,. • u` _ , , . �= . '_ . /`,,� '� %""�%cam `���i.;��'\4����'�,/`,�?°'��'r,`• ,, � F <MH-g; /s✓,lr!r/�5�1,r� / :� . > �L.l 4 < . �,�a� ,• ACSA SEWER w.'' • ::����`�:,. t. b .�:::� ASEMENT �•--~.'"� - --''- .. \ t' o .:: -r p.B.5612, PG.637 GRAPHIC SCALE ... OTE• THE FRONT OF THE BORE PIT WILL NEED TO BE SHORED 15 30 60 120 WSA WILL NEED TO REVIEW SHORING PLANS FROM A LICENSED CHNICAL ENGINEER 21 DAYS PRIOR TO BORING ACTIVITIES. NOTE: THE 3o" RWSA WATERLINE MUST BE SUPPORTED & PROTECTED DURIN \ EOTE ` W THE EXCAVATION FOR THE PROPOSED 8" DIP SANITARY SEER LIN i3'' ' TEST PITS OF THE EXISTING WATERLINES WILL BE ( IN FEET) i Y Y y ° ��<, k ` ,�u REQUIRED AT THE TIME OF THE CASING 1 inch = 30 ft. ' ` ! . ; / �' . _' - _ _ INSTALLATION &OFF -SITE SANITARY SEWER �� CONSTRUCTION. THE ACSA & RWSA SHALL BE q- CONTACTED 3 BUSINESS DAYS IN ADVANCE OF CONTRACTOR TO REMOVE ANDr;�\ THE CASING INSTALLATION AND SHALL BE • '� i :•/..� .REPLACE EXISTING FIRE HYDRANT����- _ . MH 7 .: ' PRESENT DURING THE CASING INSTALLATION. N. lk lit.' , . . , s.�` �—.• ' •w•'° -' 9+75 .10+00 PROPOSED BORE LAUNC PIT:':: _ 0 �.'�ds7�.•••.':' ''.'.�.�I•'•.-•.'.•.•:•;.':,•.'•.'.�.••.':�:;:;•,'.:: SHALL BEAMINIMUM OFS••:.�:'•.;...::.•::.. :;�,. '' � •__•_.....__.-_.-- / FROM THE EXISTING RWSA o" - '.•• •.•'WAjERLINE j r : 1 0 0 DRIVE Y• A R M K o P� 0 G• 4 .�EXISTIN • 0 pl � 'r 3 E T E 0 U y .. SAWATERLINE NE RW I A S T Rj +5°a, s 13� 3 K MH-5 —� S BORE & JACK PER ACSA STANDARDS 45 1Lt+4'1 f - LF OF 24 STEEL CASING PIPE (o.5a MIN `-" -- - _._...••W ._.--'-�-''_� W-•`-,_� _�_µ�___._.-- -''"� J����.`•���, '� WALL THICKNESS)JOINT D.I.BDMH-6 CARRIER PIPE. 2 DD 48�PSZ:J 0 s 30' V1R�iN1P ER Z \ Egg 1538 P� 732 EXMH-HrVSTMn-1-1 iDN POND _ �,•_ MH-3. �5, D���N�P� 65 _�- -- MH-2 s s s S -- MATCHLINE - SEE THIS SHEET EXISTING 20' SANITARY SEWER EASEMENT D6.5232, PG.243-256 2o' SANITARY SEWER EASEMENT PROPOSED 20' PUBLIC r S 5 UTILITY EASEMENT D.B. PG. S �--- ` r-- S 0" S 0H EXISTING GUY 0 j WIRES FOR POWERPOLE z ---'' S _r---m GRAPHIC SCALE co 30 0 15 30 60 0�1 I I I I I TIE-IN TO EXISTING SANITARY SEWER MANHOLE ( IN FEET ) 1 inch = 30 f t. a T I I PROPOSED BORE RECEIVE PIT EXISTING WATER METER fj f ! I ! EXISTING 12" CAST IRON RWSA WATERLINE C ACSA SEWER ! EASEMENT � ■ ■ ■ ■ o MATCHLINE - SEE THIS SHEET EXISTING 20' SANITARY SEWER EASEMENT DB.5232, PG-243-256 EXISTING 20' SANITARY SEWER EASEMENT DB.5232, PG.243-256 �l 1 1 f MH-4 OP7! SCOTT/R. CbiUNSZ No. 35791 111/30/2021 zl*. 1 UAL H �G w E 0 w r V w w co U w o a Ce 0 z 2 Z a U- U X a 0 V w Q x� za z 0 0 a � d w o w 03 Z z g [N o Q � 06 0 ter / M 0 Z z Z) U m z nw. Q > � U � W W Z WJ w a Ly a ❑ cra a Cem ? g m 0 w N > � z U. Q w � � w a. 0 w N N N N N N N N N N \ \ \ \ \ \ 0 N c`i i � d 00 o O 1-4 b rn ate- c=n JOB NO. 182152 SCALE III = 301 SHEET NO. 5 r n a z n z D 0 C U N C O U c N L 3 rn v 0_ x v a, 0 r Cr. C Y O vi N C 0 U 7 L VI VI O U L. 0 �o 0 d� 0 U L N c O U O v v E 41 .n •N U En L v 0 m 0 L i v 0 0_ a c 0 o In v a v O C 0 vi N O `o a 0 v 0 t 3 .s v v U 0 CL v O C 0 E C O c� z w w Z w ul Z 0 0 0_ 0 a 'N 7 U x v v s v 0 O V, U 0 "D v v_ •U O ul ul -o C 0 P C. 0 m PROPOSED 8 :D 8" G.V. & PLUG Y GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. Z W z J O U O C N N C O U C v 3 N N v L a x a� N t +1 Z, 0 v� c 0 N C O U 7 L N C 0 U L O -v C 0 O• C 0 "v C O U D L N C O U O i.n -0 v 41 0 C a-+ N N 7 U C L" O a� 0 N v s 3 v m 0 a L d C 0 L 0 En N C O s N -v C v L O a C L 0 v P t 3 c -v v U 7 O L 0. N L 0 C O E -D C 0 U Z ry W W Z_ U Z W 57 Z J J O U 0 L ❑. O 0- v !A 7 U x v v t U L 0 N C Cv L 7 U 0 -O v O �U O N N 0 -0 C 0 N C v a v N a, 51 ` I+ 1 1 I vdvJyt W a c=ia JOB NO. 182152 SCALE 1u = 301 SHEET NO. z w w z• z w ul z J J O U O C Ql N C O U C V.1 -N +, �L 3 N N aj L O_ X T Z, O O' C O En N C O U L -V N C O U L O C O U C 'D C O 41 U 7 L -N N C O U O "D 0] -a-� E 41 O C 7 -n O �N 7 U C L O N _}l v s 3 Ul N O a L a T C O L O w U N 7 N O c 0 N v C G -N L O a c L 4 U L C 'D O U 7 'v O L d Q) L }t O C T O E C O Z w w Z_ U Z w ul Z J J' 0 U ti- O 41 L Q L a v �N 7 U X N N s U L O N C CN L U O v v v 0 �U O N N O -D O N v a U N � J _ W U) � % � z W C' CL i Q Q m 0 0 LL c6 z i =O S 7 Z � OU a Q W Z 1 U in j N j W W � L~L ♦ f, i O O j+p Ir)C1STlf�G s._.• f t p t ,i rn o \ o0 CYD-5 f h.O \ // . rx nr e x a.s J' . • :: :.:: /! —a s: :. + . FFE_{60.11 / \ . Mo ♦� \ . —4 m _ _ _ _ 6 Z W W z 0 z W z J O U w O C v m C: 0 U C N ate-+ 3 U3 N a x v v 0 s 41 o: o• m c O U _ En E c O U L . O "O C O Q' C �O C O 41 U _ L C O U 0 -v N E O C .r l IN _ U C L > VI O VI Ul O d L 7 O_ T 0 O L 0 ai V1 _ Q) 0 C O U3 -. C a -N L a c L v O s 3 c v v U 7 U O L a v L v s a C T O E _0 C 0 Z W W Z_ U Z W Z J J O U v- O T -N L O II. O S- ri ai > W _ U x N (U S -F+ L O V) C v E _ U O _Q 'D U v U O O fn O C O N C v a 0 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE V. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT `'" �; ' ► ; -�. FIELD VERIFIED AT THE TiME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT INSPECTION. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE STANDARD PE-1. ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.:= ;r':ca�:•;}}::^:::.:::::::: •: ••n. ,:::?':.^:;ti.;;::: zt:: rv.•'�...,. '{ - ::r .:;rr:ct. rii<•rr:^ 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE +•••...�a:.•::::::::::•.;::�:•::.:�:::.:�::::.�.;:;.•:-::'�'�''•;'::.:.. TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO, vul. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE •::;; :;: -'' :: :� "•i:ir ':'t��:'!r{:}r.:� • • ... l .. �,' .. .; <: ` 1. .,:::.:::�.�':::::::: �'::::o.::c':•:� :'• �::..: . - L ...... '.::: a4::•-•': •::•:.:�.�: ;..::::•'::::::: ::;,f :. ;I 8. ROAD LAN APPROVAL FOR SUBDIVISIONS IS SUBJECT 0 NA SUBDIVISIONROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE +': :::':,:::•:: :•:::::_::.:::•: ::::T.' •:• :::;•:•:•.: R A P APPR VA T T FINAL PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION THEN APPROVAL OF THESE PLANS SHALL MAINTENANCE. .� _ '' •: `? �'' BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND RWSA GENERAL WATER & SANITARY SEWER NOTES (APRIL 2016) MANUAL. 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE f,` + 7 ° 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0 ADOPTED IN I IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. DETERMINED BY VDOT FOR PUBLIC ROADS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). `? 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS ~ - `` CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. PRIOR TO THE START OF CONSTRUCTION. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE TOP INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE OF WiTH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION CURB 4 2" R I ` ;.Y "'' F•`;.`: RDA NOTES FROM RWSA. . •.... f ?;,` ': -, 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE °4' 6" EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS GRADING: MADE TO THE SYSTEM. 1. THE LATEST EDITION OF THE ROAD &BRIDGE SPECIFICATIONS, THE ROAD &BRIDGE STANDARDS OF THE VIRGINIA ,; ' •� - .. .• • `•-.,J 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME 4 ' DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE °' OF THIS PROJECT. *4' �" ' ' Z RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION SIZE AND DEPTH OF ALL EXISTING UTILITIES TRIP G E RATICJ 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF 6' t • RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE MIN• 11- ��� ENGINEER. SCALE. 1 -00 TION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER - -6 2 3. ALL GROWTH OF TREES AND VEGETADILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER t ��. TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHA LLB SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE DOT #57,#68, OR #78 e'� f E REMOVED. CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. STANDARD CG-fi STONE BASE UNDER CURB 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION & CHECKED BY VDOT DRY CURB &GUTTER Pavement Design OF THE SUBGRADE. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT PRIOR TO PAVING AND/OR NO SCALE WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA BACKFILLING. R1'- 1.0 DRAINAGE: EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. Locution ADT HCV Design CBR SSV Dr Stu -face h a Base b a Sub -base h a Dp 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN ADT ONE (1) FOOT. PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA Empire Street (Public Road) 500 2 520 4 4 12.48 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 FIELD CONDITIONS INDICATE. SEWERLINES, BYPASS PUMPING ANDiOR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE Swede Street (Public Road) 200 2 220 4 4 9.49 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0,6 13.73 CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM Public Road Marsac Sheet ( ) 200 2 220 4 4 9.49 SM-9.5 L5 2.25 BM-25 3 2.25 21A 6 0.G 13.73 BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE (VARIABLE WIDTH TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. OWNER. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE 4" CONC. DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND PAVEMENT: PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. . • 4 1. �,� :: ' r .'•' '. :. �: :'.. ' •,; • \ MATERIAL AT THE TIME OF CONSTRUCTION. BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TREATED, CHLORINATED, FLUSHED AND HAVE /ice/ � ` ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER \ nN W'� 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO 'V�� 4" 21-A STONE BASE PLACED. PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. TRIP GENERATION CALCULATIONS 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW CONCRETE SIDEWALK FOR TYPE I, 11, OR III PRIOR TO PLACING AGGREGATE BASE. FACILITIES INTO SERVICE. NO SCALE TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (1oTH EDITION) 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES 52 SINGLE FAMILY ATTACHED UNITS - CODE 220 BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ADT: 381 VPD (1g0.5 ENTER/ 19o.5 EXIT) ALBEMARLE COUNTY GENERAL CONSTRUCTION ,NOTES 1. PRIOR TO ANY C0NS7RUC77ON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VWGINIA DEPARTMENT OF TRANSPORTATION (WOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS' OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT 5:PECIf7CA 17ONS AND STANDARDS OF WOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS77?UC110N. 4. ALL SLOPES AND DIS7URBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED 5. THE MAXIMUM ALLOWABLE SLOPE iS 2.• 1 (HORIZONTAL: WR77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABiLiZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WTH THE WRGiNIA MANUAL FOR UNIFORM 77?AFF7C CONTROL DEVICES 8. UNLESS 07HERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. 9 ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY Wl7H OSHA STANDARDS FOR THE C0NS7RUC770N INDUSTRY (29 CFR PART 1926). Rey r EXIST. GROUND EXIST. GROUND 4" CONCRETE dill 3' SIDEWALK EXIST. GROUND 2X 3;1 6' PLANTING 4 WOT 21A STRIP S70NE BASE EXIST. GROUND 4" CONCRETE SIDEWALK EXIST. GROUND 2X 3;1 6 PLANTING 4' WOT 21A STRIP STONE BASE EXIST. GROUND 0.5 5 6 22 ACCESS EASEMENT AM PEAK: 24 VPH (6 ENTER/ 18 EXIT) ' PM PEAK: 29 VPH (18 ENTER/ 11 EXIT) POINT OF C� FINISHED GRADE SURFACE PAVEMENT TOP �`j SM-9.5 OF 4 I 114":1' 1/4": t' CURB 2" R moo w o m SURFACE SCOURSE EASE COURSE IS " , _ RIJI] III 11111111111111111111 Jill 3' BM-25 21A STONE BASE .� ' ' , 1 • 1 INTERMEDIATE COURSE 10' 10' 'a' a• .• d' 6' COMPACTED AGGREGATE (TRAVEL LANE) (TRAVEL LANE) , 7 BASE COURSE, VDOT #21A 20' E/P-E/P ° ° a :d4 OR J21B DEPENDING ON • it ° - as 4 r ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS 6 EMERGENCY ACCESS ROAD RUOBGMPRAACDETED MIN°. NO SCALE 1' s" 2' ASPHALT PAVING - ROADS Rev STANDARD/"%/'% -6 STONEVDOT BASE UNDER CURB NO SCALE CA POINT OF 5' WOE CONCRETE CURB & GUTTER FINISHED GRADE CURB CGGUTTER 5' WtD£ CONCRETE I CURB , & GUTTER & CHECKED BY VDOT SIDEWALK I SIDEWALK I l ppinp Tr) DA\flnir_ ANIn /nR 4" WOT 21A STONE BASE '-- BASE SUBBASE My BA4 6 2.55� 5 6 (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C 1 48' TYPI0.4L NNICHBORHOOD STREET SUCTION (M' PUBLIC R/#r) OS=-SSAR "SfAFATIAL & kfXfO US,d' SUBS VfSfON STR iff VISION SP.FYl.- R5 MPH CA CG-6 POINT OF CG-6 CURB & GUTTER FINISHED GRADE CURB & GUTTER SURFACE 2X 2X 2X Swede Street STA 10+00- 10+11 54' ROW Section No Parking 10+11- 10+62 54' ROW Section Parking 1 Side 10+62- 11+18 54' ROW Section No Parking 11+18- 12+65 48' ROW Section No Parking 12+65- 14+00 54' ROW Section IParking 1Side 14+00- 15+72 48' ROW Section INo Parking Empire Street STA 10+00- 16+30 48' ROW Section No Parking 16+30- 16+90 54' ROW Section Parking 1 Side 16+90 - 17+31 60' ROW Section Parking 2 Sides 17+31- 17+76 48' ROW Section No Parking Marsac Street STA 10+00- 12+23 48' ROW Section No Parking 12+23 - 12+87 54' ROW Section Parking 1 Side 12+87- 14+32 48' ROW Section No Parking SURFACE 2X STRIP 4' Thor 4 2iA°r BASE Sg7ALWW Z.5 (PARKING LANE) (TRAVEL LANE) 6' PLANTING 4• T STRIP - EXIST. G 4" WOT 21A STONE BASE EXIST. GROUND NOTE: 6' BUMP -OUTS FOR ONSTREET PARKING ARE PROVIDED CREATING 8' ON -STREET PARKING SPACES. SEE PLAN SHEET FOR EXACT GEOMETRY OF ON -STREET PARKING BUMP -OUTS. 4- CONCRETE R/W SIDEWALK 3.1 EXIST. GROUND 6' PLANTING 4' T STRIP 4" WOT 21A - SUBBASE SMNE STONE BASE 10' ;3� 5 6 5 0.5 (TRAVEL LANE) R/W TMACAL ff 16HBORH00D STR,FffT SECTION (54' PUBLIC R/1f) OS=SS.4)? RL'SIDL'NTIA.L & A41XLD USX SUBDIVISION ST"" DASIGN SPL'L'D.• R5 JfPfl PARYINO ON Offs SIBL' ONLY CG-6 C POINT OF CG-6 CURB & GUTTER FINISHED GRADE CURB & GUTTER SURFACE 2X _ 2X 4T BASE STEW 6' -O�F_10' (PARKING LANE) (TRAVEL LANE) - SUBBASE 10' - (TRAVEL LANE) _ 6' _ (PARKING LANE) 4' TYP1014L NEICHBORH00D STREF7 SECTION (6' PUBLIC R/1 r) OS-SSAR "SIDL'NTIAL cE d!IX9B USL' SUBDIVISION STRL'��"1' BL'SICN SPTSIV. 25 APfl PAR jW YTO SIDAS EXIST. GROUND 4" CONCRETE SIDEWALK 2X 6' PLANTING STRIP 4" WOT 21A STONE BASE -6 5 0.5 EXIST. GROUND 12 x- EDGE OF EXISING PAVEMENT (AS DETEPfANED IN FIELD) TACK COAT THE PROPOSED - - CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXJSTING SUBBASE PROPOSED SUBBASE - ----------------'---_-- GOMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING'5U6BASE ,YID REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 1 YA INCH Tk-JCK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES. OR GREATER- AS NECESSARY TO muT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED. BY CORE5 (SEE NOTE .3) - NOTES: L ASPHALT PAVEMENT WIDENING 5HALL.. HAVE A PAVEMENT DESIGN IN ACCORDANGE WITH CURRENT VDOT PROCEDURES kID:BE APPROVED BY THE ENGINEER. 2, TEE PAVEMENr DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE :DEPTHS AND. TYPES OF THE LAYERS OF EXISTING PAVEMENT. SLBSURFACE.URAINAGE OF EXISNNG ANO PROPOSED: PAVEMENT -SHALL DE ADURESSED IN THE PAVEMENT DESIGN_ 3. A 6 NI U F THREE CORES B T KE CENTER OF THE. J TRAVEL LANE T 'T'R6 THE TYPE li THJ SS OF EXISTING U M M 0 TrigSHALL E P N ALONG THE EN r ADJACENT RA 0 Uc c 4NE T PE A U CKNE ST C PAVEMENT LAYERS, IHESE CORES SHALL BE SPACED NV rAORE THAN 500 FEET APART. - - - 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINNUM DEPTH OF 1TY INCHES AND REPLACED WITH AN.A5PHALT 5URFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENNG SURFACE COuRSE,UNLESS.WAVED BY HE ENGINEER. 5 ATHE ENCINEER HD ' EFFECTIVEM4URFACEIE fHE WILLING DEPTH :.OF TFE EXISTANQ PAVEMENr. TU. UE ATJUS:TEO TO ACHIEVE AN'. AOCEPTAULE PAVEMENT CROSS -SLOPE E. 6• EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT: LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. r - FL I- 'IH IR T I I` T T TJOINTS ,. NF(. [RANSVERSE PAVEMENT TIE-IN IN SHALL CONFORM TO E REQU EMEN S VF SECTION :315 OF TFE SPE,.F C.A INNS EXCEP HAr ALL AT TIE-1N LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAGHTEUGE N ACCORDANCE WITH THE REVUIREMENTS OF SECTION 315 OF THE SFEGFICATiONS- BACKFILLING. �voo r SPECIFICATION ASPHALT PAVEMENT WIDENING REFERENCE ,ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 I REVIS16N. CATE FOR WIDENING SUBJECT TO TRAFFIC �1D 303:U2 VIRGINIA:OEPARTMENT OF TRANSPORTATIONWIDTH . GG-95 GG=(� F NOTE- WHEN A PEDESTRIAN ACCESS ROUTE. I ENTRANCE -) CROSSES A COMERCIAL ENTRANCE C THE CROSS SLOPE SHALL BE 2X FOR LIMITS OF PED. - ! I IVITS OF PED. Y I A WIDTH OF 5 FEET, ACCESS ROUTE ® ACCESS ROUTE ® 3 A xxSTREET APPROACH SDtAE SURFACING GENERAL NOTES WIDTH OF. ENTRANCE UNPAVEDSPACE. NON-TRAVERSPBLE N ,UNPAVED SPACE:: (RADIUS TO BE AS I o I AS MAINLINE ROADWAY (SEE NOTE:3)- SHOWN ON PLANS) v1 1. WHEN USED IN CONJUNCTION :W1TH STANDARD CG-3 _ _ _ _ _ (RADAIS TO BE AS OR CU-7, THE CURB FACE ON (HIS S (ANDARD IS 0. EXISTING OR PROPOSED EXPANSION JONT SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB SIDEWALK OR SIDEWALK SPACE WIDTH OF CONFIGURATION. GGFI OR 1) L- - - - I, ENTRAtIGE. / fSEE.NOTE 1) FZ'- O" Z - 'F- _ -e 0 SIDEWALK 2 USEDSWIIH THIS ISGSTANDARD. TAND RR�CURB RAMP DESIGN TO BE EXPANSION JOINT w LIMITS Or PED. o LIMITS OF PED. SIDEWALK w I - - - - CESS ROUTE m NON-TRAY'cRSABLE ! ACCESS ROUTE Ey E E p NOTE 6) v C31 Y, 1 OPTIONAL UNPAVED SPACE - y : J. MAINLINE PAVEMENT SHALL BE CONSTFd10TED TO THE i y, , FLOW LINE RfWLINE (EXCEPT ANY SUBGRAOE STABILIZATION �'� --��-1------ - REQUIREU FOR MAINLINE PAVEMENF WHICH CAN NE A � z EXPANSION i OMITTE D IN THE .ENTRANCE) CVRB NCLUDED IN v PEDESTRIAN ACCESS ROUTE DETAIL WITH & OITEXPANSION 0 Aw ENTRANCE CUTTER WITHOUT UNPAVED SPACE ,4. RADIAL CURB OR COMBINATION N CURB AND CUTTER SHALL NOT BE CONSTRUCTED BEYOND THE RfW LiP1E IL � aw w NOTE: WIDTH, "B" 2'•U" OR AS _ Ic.+ MANLWE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES, Q w ADDITIONAL R1CHi-OF-WAY IS REQ�JRED IF THE LIMITS SHOWN ON TYPICAL SECTION. A"� - J 1"' OF PEDESTRIAN ACCESS ROUTE t (J EXTEND BEYOND (?•'�'•.� is V' FLOW LINE i EXISTING.. OR PROPOSED YCOT RIGHT -OF WAY. I PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII' CANNOT ACCOMMODATE TkE x EXPANSION. JOINT EN (RANGE WIU`W TURNING: REQUIREMENTS OF ANTICIPATED HEAVY TRUCK I-. .DESIRABLE MINMUA 16' : c .: p. p:. o ABSOLUTE MINIMUM 12' ®, PEDESTRIAN' ACCESS, iROUTES PROVIDE A .CONTINUOUS MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK P. CURD RAMPS UNUBSrftUCIED,STABLE, FIRM AND SLIP RESISTANT ,.�, 1O`PARASOLIU CURVE. (ENTRANCE "ONLY) WITHIN THE LIMITS 4F THE RApISHOULD BE. PATH CONNECTING, ALL ACCESSIBLE ELEMENTS OF_A ?o:,000 o,. INCREASED TO 7 {SEE CG-13) CA"Q' 9 %MAX D FACILITY THAT TRI S APPROACHED:UTE IS AND ° OPTIONAL PAVEMENT OR I :GRADE -CHANCE- _ ._..--- 6. PLANS. ARE (U PUICATE.WHEN .CONSR3UC11ON OF A FLOW EDGE OF PAVEMENT USED BY OFCURB.MI M ACCESS ROUTE IS ADJACENT OPTIONAL FLOW LIPS � � TO BACK OF CURB, MINIMUM: Yl�TH -SHOULD BE 6'_ SECTION. F'_F _ - - -. D (SEE LINE 6-REOIARED. TO PROVIDE POSITIVE DRAINAGE ACROSS ---- ,---_-- THE ENTRANCE. MANLINE ROADWAY NOTE 7) 6x A(AX. U 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES HALF PLAN C 3IE IF PROVIDED, A. M ACCESS ROUTES ARE BEING 2' 0" GRADE CHANGE "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE IS REQUIRED A M WITH A 4'TRAVERSABLE.2/ WIDTH � ',,,; Q TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET IS REQUIRED WITH A MAX.2f. CROSS SLOPE. CONNECTIONS. .y, 5'MI 2D'MINIMUM FOR G` coMMERCAAL ENTRwGE INTERSECTION NOTES WHEN USED IN CONJUNCTION WITH STANDARD ; a, p, B. WHEN CC7111S USED FOR STREET CONNECTIONS, THE PARABOLIC. _CO-3 OR GG-7, THE: CURB FACE -ON THIS. ' �' ® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. CONNECTION MVST BE DESIGNED IN ACCORDANCE WITH UNPA • SIDEWALK CURVE 11-1ARD IS TO BE ADJUSTED TO MATCH THE o.a AASHTO POLICY AND THE APPLICABLE REQUIREMENTS S�'A•( SPACE-MOUNTAALE: CURB CONFIGuRAT10N. o.V b� -0F THE VDUT ROAD DESIGN MANUAL, WCLuOiNQ STOPPING o.o�..o o SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS: NORMAL GUTTER ® _`_~�� -------- -* x SECTION E-E 4" 9' PGRITIOfN OF GUTAL TIERNTO PAY RO IDE POSITIVE DRAINAGE - x IRE WARMNG OF A X ACROSS THE INTERSECTION.. * 0% TO 10% CHANGE27- a. a•4b4444�. 450.o4 o. oa B 0 4 s,4o• �" • I CLASS ,l3 (H.E.S_1 cDNc_: �I ALLOWABLE ENTRANCEGRADE CHANGES 6 AOCR. BASE TYPE T SRE 216 .. EXIST GROUND s,_01:.. POINT OF GRADE CHM(GE 12Y. tdAX. SLOPE 5'-0" '. FOR CURB AND GUTTER ONLY )t •, �, • c. ti, - • n`. a e, •' a .. a.: CLASS NF F. . D.. ' b. (H.E.S.) . ,? ,• - CONCRETE. FOR SIDEWALK CURB AND CU12 E MAXIMUM INCREASE IN SLOPE AT -MINIMUM 10'. INTERVALS BU.LT CONCVRHEN;(LY SECTION G-C gaao Yo.. o a�o..o 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL ,AND SECTION O-C 6 X MAXMUM DECREASE FOR SUCCEEDING MMMUM 10 INTERVALS SECTION D-D NOTE- ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION. VDOT SPECIFICATION VG1pT REFERENCE STANDARD ENTRANCE GUTTER L5RENCE METHOD OF TREATMENT �ROAD.AND BRIDGE STANDARDS RVAU ANT) BRIDGE SIANDPRUS REVISION DATE SHEET I OF 102 (CONNECTION FAR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF 1 VIRGINIA. DEPARTMENT OF TRANSPORTATION - 07eI5 :. 203,02 VIRGINIA DEPARTMENT OF TRANSPORTATION. 07f15 203.04 ENTRANCE VOLUME GRADE CHANGE,' ,D.• DESIRABLE MAXIMUM HIGH MORE THAN. 1500 VPD O X 3 3 MEDIUM 500-1500 VPD 5 3 % 6 % LOW LESS THAN 500 VPD 5 B % 8 1 OPT SCOTT/R. CULIMSZ H No. 35791 ' 05/19/2021 QstOrrAL i z LU V) } 0 O LU I i (¢ o )� Z S Z O 1 o a LU LU v- Ln a j '"_'� 0 0 N 0 CN N N a I', � M N ,�••( r�1 �4 M Ln 00 r1 o O 6 rn LU 0 f1 C/1 JOB NO. 182152 SCALE 111 = 80T SHEET NO. 9 S w W z c� z W (n z J _J O 0 fn fD s= 0 c N 3 V) fn L x x w fv s 0 s 3 01 C) m C: 0 U L N c O U L 0 v C 0 v 0 U Z) L W c O U 0 v m E 0 C. U O 0 s 0 In 0 tl a T c 0 L v f) N 0 0 L v 0 0 ❑• •L 0 (D 6 s 3 (u U 7 v 0 CL m 0 c T CI C 0 z rr W W z 0 z W Z J O U 0 T v CL o . CL (D N 7 V x v N 41 iV 0 (n C a� 7 U 0 v a) N 0 U 0 V) O v C 0 0 a (D 0 N SEWER SERVICE LATERAL CQNNECTTON NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATICN OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED I E. TO THE MANHOLE, 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 9E CCHNEC iEU USING A PIPE SADDLE. 3, MINIMUM GRADE FOR SEINER "aERVIGE CONNECTION StIALL BE 2 (1/4•' PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". -+1� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. FINISHED GROUND PLUG END OF - MAIN LINE SECTION SERVICE LATERAL lli4I D" I f -IN LINE WYE TFE f PLAN VARIES I SBVER SERVICE LATERAL CONNECTION N.T,S. FIG. S-2 VDoT GLASS 1 5 MIN, RIPRAP GOOD FOUND ATION MATERIAL ROCKY FOUNDATION MATERIAL rrP 4 3.0, MIN. 24 Al $•+ 24 INITIAL BACKFILL----,,, e" !U N W. VDOT NOT JN MIN.. LAIN: MIN, r':STONE BEDDINGfi" E3EDQING NEPE nO.D, * STABLE SOIL. ROCK 2- E - SEC �IUN A A SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PiPE DOESN'T' REST ON ROCK AND CONCRETE ENCASEMENT NOT TO SCALE - Tt-iEN COMPACT THE SOIL "(7R PROVIDE A 4" BEDDING OF #68 STONE. LENGTH (VARIES) FOUNDATION IN POOR SOIL UNDER -CUT GOND TfO 1 N MATCH EXISTING PROFILE EXCEPT MERE SLOPE OF 1 BANK EXCEEDS 1 TO i 1 MAX . A jf} t UNSTABLJ;�&ANULAR INITIAL SACKFILL MIN#68 RANULAR STONE APPROVED T3 ACa Y ACIC S FABLE S0 iL OR ROCK NOTE UNDISTURBED `"�._... � �A 1. NO ROCKS `; SHALL 8E ALLONEiJ WITHIN 24 OF THE WATER LINES. 2 NO ROCKS L , LARGER THAN 6" ALLOWED IN ANY DIMENSION SHALL BE A L VIED MATERIAL L ABOVE THE INITIAL B ACKFILL 3,71HE INITIAL BACKFILL`SHALL BE PLACED AND COMPACTED ^" T D IN a LIFTS. ELEVATION 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS 5 RI SHALL BE ALLOWED L yYED. IN THE TRENCH. E CH NOTES: 1_ WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMDED, CONCRETE ENCASEMENT WILL BE REQUIRED. 5. BELL HOLES SHALL BE DUGOUT I N ALL � CASES, 2. WHEN BEDROCK, 15 ENCOUNTEREU AND COVER EQUALS OR EXCEEDS; 3'. THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A-STONE AND TCPFEO'WITH 15" OF VWT'CLASS 1 RIPRAP. DUCTILE IRON WATER SEWER TYPICAL STREAM CROSSING PIPE N I STALLATIc�N &BEDDBEDDING` N,T.S NTS FIG. 3-7 FIG, W-2 TD-38 TD-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SZE OF FEET) CURD, (FEET) CU.YD, BEND L 11 T L H T 90 2.50 2.50 3.01 0.24 4" & 6' 45 221/2 100 1.50 2,25 2.00 2,00 2.52 0.15 0.10 2.00 2 25 2,50 0.15 11 1/4 1.50 2,00 2,5U 0.10 90 3.66 3.16 3.21 0.46 8,. 45 2' 22 t / 2.66, 1 . 66 2.06 2 . G I 2.7/ 2.69 0.26 0.13 3,i6 2.97 2.66 i).32- 11 1/4 1.66 1 2.16 1 167 0.13 901 4,83 3,83 3.42 0.03 N 10 & t2° 58 2.95 O 4.S 3:13 4-G0 2.83 t).52 22 1/2 2.33: 2.58 2.86 024 11 1/4 L83 2.33 2.84 1 0:18 NOTE; HYDRANT MUST' BE EQUIPPED WITH CHARLOTTES- CIUNo. OS WITH VILLE THREADS ; WHICH IS PLACE 5^ GALVANIZED " WITNESS POST0� THE LOCAL STANDARD: , CAPPED ENDS PAINTED BLUE III REMOTE AREAS/j a MARKER LOCATION MAY BE SU3JECT 1 AS DIRECTED. A A .�' I `t�rA`r DEPAT7tAENT:APPROVAL. LENGTH OF BRANCH TO HIU i R- CH VARIES c 6' MINU�2' TO to`-----•- '�270'D E -•-1( ) SHED CRA F Nl 1 LINS'�ls"-22"LVE BOX 5791 ,?a•7 CU. FT. 68 S TUNEi� 2021 �y�,ADJUSTABLE TRAFFIC RATEDlyX W/ LID /ACNE 80 L 42 MIN VALVE z D _ ,. all X 6" A + d , .T' :I TE E a N 2500 P.S,I: CONCRETE 9,'1 x BASE AND': '•. i Aa FN THRUST. _ N BLOCK AGAINST, UNDISTURBED STABLE SOIL. STEEL PILE _ - - M.J. GATE VALVE ;1EN RESTRAINED JOINT FITTINGS � I-• WHEN THE SOIL IS D15TVRUED Z A'HYDRANT IS LOCATED IN FILL, IN ADDITION -- - - W TO POURING CONCRETE, A STEEL PILE SHALL - BE USED AS ADDITIONAL SUPPORT. g O U G WATER LINE W � 1- NOTE ° ,'� U L 1, SURROUND WEEP HOLES WITH GRAVE._ AND KEEP FREE OF CONCRETE. - ` Z Lu d ` 2. MAINTAIN A 3 1 Ty _ /2. MIN. COVER :FROM THE MAIN 0- M T THE FIRE HYDRANT r2S 2,3D0 P.S.I.P� t ( INCLUDING DITCHES 3: FINISHED GRADE SHALL SLOPE AWAY FROMLLyy THE FIRE HYDRANT AND - IN $ BEARING G AREA. 2 1 B RII CONCRETE , x BLOCK GL W oC _ VALVE 'BOX, THRUST �1 4. THE OATS VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. Z V7 E _1 T 15 0 ' NOT ALLOWED D IN E `D , THE ITCH. ,_ a a d O J 0 Z L L S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP •' ; • ° . HOLES AREA ABOVE Q E THE PREVAILING GROUNDWATER ELEVATION. ' IF g - a z r R' E UIR D TO I Q E T N WET ARDIE•�L E S A THE WEEP HOLES S� _ ALLLL H O H C _ _ ..... PLUGGED AND E 7H HYDRANT SHALL BE PUMPED DRY. U E , L AREAS, VALVE BOXES SHALL EXTEND SIDS (6) INCHES ABOVE GRADE NOTE . IN RENiO T . AR W Lu Q � a Z 0 TYPICAL FIRE HYDRANT ASSEMBLYL DETAIL TYPICAL GATE; VALUE �"� � m � O N.T.S, NTS > V) V ` _ FIG. Ilf-4 FIG. t4- 5 � ¢ ~_ W [ TD-91 � 1Lu + � L TQ-8 Z G U-1 m L (r Q - ce L • U C 1 COMPRE56p{.% .3/4' MALE. Rf£ CCOPLNQ W CO E DR APPROVED EUAL --�. VARIES LL � /AR!_5 FRAME & �! R COVER LIFT NOTCH q" CIAMETER BRANCH'1 VALVE BOX (SEE FiG, S-1-D,E) I „ : W t VALVE Z Q 4 1 2 -,.- AND V E- 1 / . _. SURFACE OR _ STREET SOFT � 1238 CCFPER - / t AREA '' , NON PAJER A P �� FIL2 USE T; 4. A7TA17iln. SINGLE FAIRLY - .REMAINING BALKFILL :SHALL 12 1�2 R£EID E s A.J. PLUG - ENnAL ERV_H DR. DUAL-RESJD_Nn AL f • N000NTAIN�. .. T : OC c R K M _ A,ao IwHLAT N uMATERIAL �->•--,�- 1Q sF3l ems. .. AREA .. SLOPED A C \;, .... LARD , .. --->_. .,---•^T-^"_^--" �-� xl Al TEE 36 MIA! ,. _ LARGER THAN 5 1N ANY --..- ��- l W ti � VARIES :. DIMENSION ' 1 ,e. ..' .,^ ,,; 3000 PSI CONC. BASE WATER _ 1 0 MAX -�4 MI .. _ - INTiAL BAGrCFILL� n ,,. . ••I � ..;,.+ ._ ,, - CH SLOPED TO FLOW^! - 6 MIN ,+ c •' + 2 0 SEhJ SL, �, , NOTE (6 LIFTa EMBEDMENT � ... _ .. IN0 SWATM R GS , • J' CHANNEL 1�h 1 MIN THOROUGHLY C0 . ,: ON LID ' a MPAGiED CAST IRON v P : MAIN _ :: WATER I - .. - D JOINT FITTINGS • 'BY HAND OR APPROVE -. E dOX RESTRAINE OIN N , SPRING LINE D �--------._, T8 METER I �i MECHANICAL TAMPER RUBBER COATED STEEL 4*1 DOA_ s�nVlce OF PIPE ' :,.. .. .. RU B R L A ' 3'-0" :MIN •, � • � W � � F- E W O J u i (¢ O U ti o� Z f O J Z U Z) ly Lu o a ] Ow. W U) Lu W aj ,L HAUNCHING :-• ,•.. STEPS CASs IN PLACE a�' o 0 N 0 1, COI,IPRESSIQN.x d/A. MALE PIPE UP!lHf3 8 NE �-_-: • , .. N N t. _ .• N N DR 90FT Qo- _ LR L- ,. •ti� - .:... - �'^4/I.. O N LIN E ... , N � i >I - wQ �o , �0DED01 G 6 max PRECAST REINFORCED rn , NN Nt» TYPE A 4" min (TYPE U / CONCRETE SECTIONS 12 N!N BRANCH COPPER FOUNDATION �HALL 3C v0n Rin; SEALS 10 �-1 M "LEJATIONREREQUIRED WHEN SOIL MINI C) C).t q FOR ME ON DETeVDAW SfNGLE rNdLY CONDITIONS ARE UNSTABLE TV N N DIFFERENCE ACROSS-.: M.H. 5-.. 4,-Om REUDENITAL SERVICE NEXE All TRRIGATICTI ALL. PIPE �` - 1' 15 .' VMR IS NUT PROVI9E?.....: .•.r :. VAR; FROM TO OUTLET ES - THREADED GOUPLINU ' SHALL BE 0.20 FEET. q " i 8 •••� BRASS"NIPPLE AND PVC -. e VARIES' 2 SINGLE SERVICE PVC SLEEVE L CONGRL (E + Q ,; o CAP FLOW r NOTE: DEPTH OF , - N S .. :. FILLETS ! vPiTOLE� SHALL. a D }, EXTENSION Y E Leo cN P f EX N vc PIPE 6 TE P THREADS 8 LUBRICATE ALL THR NEC TO L >. CHANNEL casr RCDN UD :•: .. is 3/4 DIAMETER OF 1 �. �-. �__ - THRUST BLOCK - {� _ - f NOTE 6 41ETEii 130X (SEE FIG. W-7) CONTRIBUTING , TIus.Ea cRADs � f" •� _ EWER .. - 12 rt. OPEN NOTE*, _ NO GU IS I PAVED T , D AR EAS SLOT ,- _ AS WIT HIN .THIN EXISTING VD01" PIPE E � _ , Il 15 TIN RI4H F OF WAY SHALL VALVE � , ..: � �-- E A L BE A FILLETED INVERT FOR A SMOOTH -- ' FLEXIBLE GQNNEGTION t BACKFILLED ENTIRELY 4VITl-i N0, 21A STONE. 2 PLACES N0. 57 STONe LDCILTYNB METER ( ) S LOW BETWEEN CONNECTIONS TO r DAL( _ r TRANSITION OFF S5, TEFL ...ALL. - E WITH STAINLESS S RD 2. O ; T N F r 2 DUCTILE _. vEIRON.: RLPIPE 7H 0 P E0 BOTTOM OF H TRENCH H SHA LL s .ALBS SCRAP ED SHALL B E CUTLET .PIPE AL HALL Ituf & S MANHOLES INT_ET sEXISTING G ANH E I` FITTING G N M _N _ I M.J. IJ .J , D' AND COMPACTED, "- i BAND clrRsr TED, AND ALL STONES REMOVED I E? VEQ OR A-4 BEDDING OF N0. &8 2 PIPE SLOPED BEDDING � - PROVIDED MIN. 6 BEDDI F BE GORED J1tdD A FLEXIBLE (`7 TO DRAIN IF ONE ,, „ Sa bIN. .�._ _; cDPPER�tTTR STONE SHALL!. BE PROVIDED' NOTE.. �J ,/B BEIu ceueulro k ,.,, - GRADE ALLOWS - CONNECTION BOOT 3. YIHERE QCiE 1 � ROCK S ENCOUNTERED D NT RE PIPE SHA LL B U - EIh INST ALLED D 0N' A MINIMUM a E N MU o M e C 1 ,_: ALL BE INSTALLED 1 SHALL E � Itv1 U AND AS PIPE I ti IN M A BR P 0 ! 1. 2 l) E EN r �H NP _ BEDDING of NO. t38 s o 1. BEC)DING THiGKNESS REC� IR M T NF ..>... VARIES VARIES a •-- METER - NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. :..Nh.... ..., ...N Ti - 1 IN 3' -n .. _ r HA VE � t] METERS. SHALL MANHOLES S TOUCH R LE 0 OU - F{ R- MA . 1E L{ FOR T C E TAP WHET E h H •va - IN THE D � THREADED A ETERMINE .. DIAMETER HOLE 1S REQUIRED 2 E-CON:DU CONSULTANT D TER 1. A l 3 4 ._. 2. THE L f D VALVE t) WATER MAIN AN V l ni . _F. cuHPO, n � , .. ,..c-. I awcx As _ _ - V RA CN SiOP ; apfts:§�:. �N�S:.rn: N ECFssARr ARE SAME' SIZE EXTENDED OR ANON EXTENDED BASES. Z PLUG - S LIFT HOLES, INLETS OUTLETS TO BE SEALED & GROU iEU CYi EMIBOXT OR T r,� / wN, ,."::; : 3, ALL t101NT L F H DES UNDER 1'_ J -. y1"�^ 4 UTANEIER U. N ,A � TYPICAL MANHOLEPLAN e �..T AND SETTBt X .;NEVI t S.. 4.. 01 LONG. SiO'E.P NET . t - � - .,, - D I 0 T. , ., . Ar.7 ... .-; IN51 E Ah D U MIJN THI E95 .•.Af. .v Sff. J?.a-,.,..•, N. SAT ERN ! . � a 4. •.. . �.,., 'SFEG 2DS, N0 aY NAREL/5TE DEAD END .F......+�.'+C.Y_..,.,.-7+:...,...., -.. TYPICAL SEWER PIPE - .. - = » ,1.. - - �, TYPICAL METER BOXES TYPE A TYPICAL MANHOLE SECTION SHOWING- BRANCH TIE IN N N TA LL TIa s �t __ A N [N G - o TYPICAL s v TRENCH �R ICE LATER INSTALLATION AL 1`1ST (CATION � 8 - 1 METERS) � / ) SHOWING BRANCH CIE IN 0 TYPICAL BLOW -OFF ASSEMBLY NTS N _ NTS -NTS !. r.S r _J , - FIG: S I B N N iS FIG.. S 3 FIG. W 7 N iS FIG. S-1-A FJG. W-GA - FIG, W-8 TD--13 Q T D-19 rD- - 34 25 D 27 TD T TD-10` -4 CU- 2 1 " ""-' LIMITS OF PAY FOR CUT •�^•-... TOP OP OUT PAY, LWIS. FCii"^� 1 nYPlCxI L PetEMETNr wI [PIPE i0 curl=T PIPE _I (4) 1" (25mm) CIA HOLES - - 5wuumE BEC,I NI1N: 45- PAVETENt TTP OF cuT -1 / ru UfirYIME cricH tF ELBO+J. :/ . su,6 rLe rF OU BOLToCIRCLE.( Fnm) DIA 2" (51mm) LETTERS morEATLE.GRA47AOE FA(X+ID UTaERLTWT $HALL t£ CENTERED LSAER LtAfB kA GUTTER J FA.L GOWNAINN U,CERUNAN ;' DIRE RYPiCAIT�'Pi EHf0.LGER LInE �'� YER4,W r-G• AT tCH,.... PAYED: SHOULDER' t LhE 1 EDGE CE PAYI9.EI/T ter' � � (RECESSED FLUSH) E PAV 1¢Ni I- cE4TF7TLE aT At l FAF3Ra D COMBINATION UNOERDRAN CO-1 AT LONER END OF CUTS �- E - y� l-a . ...� 1" PAVELEWT IOYEALAP Y•V' At lop) CENTER LINE SECTION ;RAVEL tAnEG l•+s / I I . 90' TturEL LxEs (25mm] ��- WIEwx s , PAYELrNT snq i TYaE 1 scEc1 uArEaty T ` COMBINATION TER LINE S CO-2 ON FILLS 4 .E�. .LN TANLQ{T1 r•A > '.- $ •I+N, b5 CENTER LAVE SECTION 1 II �(} 7..:...... q� OUTLET PFE }TAFj5F, MAT 4� (WITH TYPE (SELECT WIFAIAL) I' mOE CF PAYFAENT SUBDRAOE TRENCH PLACEMENT ECCE r. PAYEL£NT PAY LUIS FOR SEE NOTE t : SL6GR/DE gIiLET PPE �'� l !/ ` PI2CKHOLES� W Y57 K.G:EGATE. WtlSNOLA WTLTrT PPE TO 9NOIAOER LINE 'i r-O• r.0` AGOREOATE OR CRUSTED SEE Kit t -6[CN AItH 45 RCALIa � i0E OF FILL CIASS.IEEII%P /tl 457 AUGRf0A1E. NB. 4" PPE ---.- PAV4MlII srEnEE b BASE E \ r�E •F FLL EtDON TRENCH PLACEMENT - +t YIRveL.E. CRIUATIQN. REGAREMENI. J�G1KIWE OR CRUSHED C^-6'o,onv-a a-'a^'u-• d Tl 1n f v " ° -'•"' SLUBlSE EN-." +-PAVEMENT SURFACE M BARE / EDGE. CP-PAYED SHOULDER, 9LA5S MEETNP: Itl .O=R'S'+pJ"a: QtPCA7gi1 P£OIfBAENT, •a-o o•o.•o•v•-- 'ETYPICI'}.y. NWTSOPPPE PAY FOR PAVED SHOULDER SECTION z- n • - SELECT ATE OR tUSHEDA E ' PLAN VI OUTLET ENT OF I- v v v v v 0 v ..F_ S�BASE CURE AND GUTTER SECTION �D• .:• +5T ACGPEDAre. Ie JceNt.AtE w aRT&Re0 � o ..., GLASS}W.GTNO eB CRMATWCK RESUIREMERIS.-o-o-o-o-w•°.o-n• 7AG EW SHOWING PLAIN - - - - - O•v•-4r-9T1.CT NATEIZPI. TYPE LORI O CEOTEATU 9RANACE FABRC PLAN VIEW 1' :.w. U I AGEREtNG AB AGGREGATE R OR CRUSHED CD-2 UFIDERDRAIN ' r•D^ I� (PLACEMENT OF CD-i COMBINATION UNDERDRAJNt GJ-,�••.• aAss MEEtINc qa caJDATIa, REGUREMENrs. CEOIEMLE p.D• OR CR A CE NON -PERFORATED OUTLET PIPE n/ F,,aRIC OR �: I O Q PAYE4f71C SU1€OCE L 9A.., �. n L r t11 J s's e-a�,r .�., su oA crae.nT "AuLis'. su ., T;i' Tn. j-{: t [•] v V'i ` (Z) CORED -SR t r T wo ov ov - vo--SE'�CT MATEICFL TYPEYGi SLf,TeIY E %%/ %%�%%--Y'•-PAVENFRr SLEFACE I. BASE OCR PICKBARS. 1P.. IOELBOW. IYTO ELBOW. T•O"- n Itt1CN7CR L.t6 9TAOU2E01 1 v �o. v o v o o v v v a rt-AtlBVSE Iltl GEMENT 5FAL1J2EU S UUA5E tS• ELRON P'PE:R FEH:CRATEA. -•• .e•vo 1-, 11 v-&-- o-v-- SELECT RAT JL Ty M SU"LIDE PPE_LSP[FFORAtEa .L... W .. 71 1: 1/6" (29mm) Dh HOBS - CONNEOiICtt ffiJ ,WfAEOAi E: f B .'AW,£OATE LH LhUSHED En GEC7TTgg�AT0..E :LLASS MEETU40 RB URMAULAN REGOINEMN1% ,• - .... 4 ICEAENi W LEf STJB�I.TIEDI XWALL nKKNESS HAND INCHES � 0 iW+E LESS l4OHEOA]E ONANAGE �,,, GENERAL NOTES ,^•' A57 AUCREGATE. AB AGGREGATE OR CRUSHED KKK IESIEU ACCCRD.NG TO ASIM D-2412 AT SSUEFLECTUN- PRIMMY DWECTICH TBEfYEII WI1H F1f�i.0 Y•0` OF WATER FLOW LNANNAO, FAENND GEUTEAII.0 n Asv MEETAG NB CR/CATIW REOL,tENENTS. t 1/2' ... L UILDSS. %tSFrALI WCt:AIiD.CCAtIWNAIIOR I2EENORAKi- hLL hUT BE DRAINAGE h0" 27 tl2W DIA LOCATID A7 Tfts PTYti NSF BOTi1.3.ED MU i.OGR ARC 9TAF1@D. AT 9 ACE FABRc GENERAL. NOTES [38mm] NCR FSRFCRATEO 2. IPEIvCR SHALL be FILLED,W11H ACCRBOATIE A40 1MCkf,;RLY HALO TAYI�ED TO [599mm] OUTLET PPE (TYPICAL, PP3LM CONPACIASS. - 1. TRENGi SHALL BE MLOO PATH ACGREUATE AND TFRCUGHLY HMO TAPEO TO 26 :1/4 DIA. %� 48° EL80,Y - INAEE CCUPJGTNESS. _ GCNnECTIa NON PERFORATED OUTLET PIPE s, wT ET PPE v YL EECH Ar T E EEyyGGCC u iTa TRAIN wIB PAVEME T xu m [t7emm] C,UL.OE RAL_U 1S1A (YiA)E PA+TJLLEL ID r,ESFNN.LCER 3CHE 2SYIL l3 S APPROACH n.AB PAYEYENi 2. CUP_ET PFE SHALL BEAN AT THE EDGE CF THE TRAVEELL LJtIE PAVEMENT /2U : [0071RIR1 ^26u D�. t 1/2 W 45• WTE 4ESJtJCL'I GRADE. SUCL BE PLACED ON A CR10E PARALLEL TO THE SItONNAER SLOPE 2 X WIN. IDS CO,NECTIOM •,- DESP.-Ut , WADE.90 [6fiDmm]. :j3L�Rm,] PAT .LAA IS 4J LN GVRD JNO NIIEIi SE CTII]N5:'NltlJNC ItIS U,PUSSLL E' IU GTIENNIEE FNUVL[ FOR OUTLET wTLET9 Ffq A. Ina AA+E' TP: OE LUCA,TEG, $O' AB TO Ck.AN NTO aROP InCE _ E J• ON CORM MO CUTLER SEC IICNS, WHERE R 15 ILf•OSS:BLE TO UIiEHN6E PRGYCE t/4" (6TTTm DJA - ; FPE LO.. TEENS IlR MAM - EO 2 CUT! ETS FOR UhOE[I7R/NS, THEY ARE TO BE ! DCATED 90 A& i0 ;MAN INTO DROP I " F:) C r a YAz. IEGEN WITH 5-o W!Lrs DR M T¢ G Es. H� 24_ DIA NEOPRENE GASKET [79 nm] 15' Et.aON 5, ON SL44PELEf VATt0 EECIANWS, fREhCA Ns TO BE I."M ENTIRE P4410ENT AREA EOAIE BASE YAI_. TYPE I 1 :(6Ocmm] l�. r EN•12 WITH OUTLET PIPE ON [ON. SA:E CNLY: I'�5'-0 SIZE NO. 218 111, MIA. DEPTH) 4. CR SUPERELEYATED SECTIONS. TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA ITTFiCALI F, tk-mr ELC/A771rxN AT .OUTLET END 9f 9 Mf PPE TO BE A LLNALM OF 1'-0' WOVE WTIH OUTLET PPE CN LON SUE ONLY. (///�� NVEHT ELL'/ANION Cf: RECEIVING ORAWPFP_:NiSLt.U.K. Sim TLIIE� 0. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A WHIA." OF F-Ol' ABOVE 26 7/16- DIA 5 5' w / OUTLET PIPE ._. -ul INVERT ELEVATION OF TECEIVINO ORANAOE DITCH OR STRUCTURE. < ; ---•-I / 23" D!A h. NPEL THICK.•£xs tMAVT YICN#S J, ALL CUNIECTYWS (ELWMS-NfES•EICJT WIIILi PA! Wrs FW WILET.ME AWE TO T722rtim] (16mm] ____•- NO SCALE - BE CF THE VWE CRUSR4W STRE`%GTH AS .THE PVTLET PPE PLACEMENT OF CD-2 LNDERORAIN AT N. ALL CON11E01KINS (ELBOWS. WYE& ETc.I B1RtN PAY L MTS FOR OUTLET PPE AE TO - [5d4mm] XxX TE$TCO ACCORlaac TO ASTM 0-44t2 AT sA OULECTai (BRICGE APPROACH SLABS BE OF THE SN,E CRIIVSKNO SIREIIQIH A9 THE OUT! ET PIPE- 36" DiA a. sWTI ETmucr PPE I9 BE SEWAI LGNhEC1ED TO EN'IZRR 9 HER M NVFf -•�••� 25w D� STNL4TURE.. 7. OUTLET PPE TO BE &EOU2ELY CONNECTED TO EW120R OTHER DRAINAGE slxuctuRE. �..tJ [9't4mm] -. - (635mm] - \V=T saccrioATtoN srec'fA" 'r 9PGCFICATIW O.D. OF GASKU GROOVE Lij STANDARD PAVEMENT EDGEDRAIN REFERENCE STANDARD COMBINATION UNDERDRAIN P� RER E REFEN.C. STANDARD COMBINATION UNDERDRAIN FRAME SECTION Rota Jta eROGE $7JlCARa9 24o SECTION sl•EEt I OF 2 MIAT*H DATE uj 240 OILY 9AoJ (AT LOWER END OF CUTS) (AT GRADE SAGS AND BRIDGE APPROACHES) uj 109,44 VR+,THA DEPARTMENT Of TRA WORTATNDN Oi. 10@501 -,a4 Y2:NA OEPARTTIERT GF TRlJ19'L,itAT1CN T01 -At VRGIHA CEPARTMENT OF TRANSPORTATION UB.05 ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) O O NOTIFYING THE PROPER ACSA 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR OFFICIALS AT THE START OF THE WORK, 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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 NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) 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. ALL ER AND EWER APPURTENANCESARE T BE L LOCATED TIDE F ROADSIDE DITCHES. 8. A WATER S O OC OUTSIDE O S 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ES T SATISFY 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST O IS INSPECTION BUILDING INSPECTIONS DEPARTMENT. THIS IN COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB OUT SHALL BE WITNESSED BY THE COUNTY IN NT Q SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. TYPE OF PIPE tlN9TKNG..9TRENOTiN Y ATOLL IXIYETER. ' W:f. S' NDHd CIAAIEt -7-N.T 5VOO1N WILL PYG- I ICS 2!3� SWOIN Nli1 HE -JO F`3 XXN 10PSIXXif GALVANIZED STEEL STEP ST-I ¢t LTi/GE N R£H+FCRCNG ROD EtICASEO FT A u`GFwa9KxN RC515TAHt RUBBER OR oft" MATERIAL APPROVED BY t1E ENGINEER. IIO�N^�ON MAY VARY VITH MN+4FJGiLNLRS R 5 T/HT CORROSifR4 E 5 WTLPoN. W4 ft�KORtNNC ROD CAL SECTION N .° NO IS / 97EpS NRL SP REgy�B N ALt 97RUCTLFE4 WITH AD EPTH Cf 4'•0" CR OREATER UtESS ODoNsE edTEb ON THE PVNa. FACE Or S 3 ALL STEPS S,tJyL PROIRIUE 4' ARCM NSDE SiRUC1Ufff NAJ.. /i INAMN StEP SPK44 TO EE 41 C-C. 41FP4 SWL �MTN9TAND A LYfgAA1 FORCE OF 300 POUt09 AIEtI `` , "R E KIENOEO { "TRW i FACE OF IPE AFPo T. Y � R W STEPS ARE TO DE VERTICALLY J1iG,ED AU WtiFOPoAALY 5P'A,CED TYPICAL SECTION IDM h1sKf S MAY YJR'f WITH NAHFACTI:RERS DESIGN) FOR THE ENTIRE DEPTH OF ANY 31RLIGTLRF N PRECAST VATS STEPS MAY BE CAST N PLACE WRiAAED "TO IMES FROM BY TTE FAMWATOR, OR DA11EN. 4 wo&N CF 3- LMBEOIdtttlOSE N FRO glOFE S I W aAEMS SO CAf USED N0I E NAi Y M FROM 9AIOWN WY K90 BE O PO` ILLY MEET ;III HEREON'" T THE MNIAAI HAS rL N%e SHOW5KER THE CONIRACIW HAS FURN5IED TTE FNCFEER A11H EETALS AU CERTIFIED PEST NAM GF fP£ P THE E D LEN FOR I E HAS �CE7YE0 FlI MPROYIL IRGM THE EIKINEER FOR IfE USE STEPS \ ALL STEPS WSIALLED SHALL BE PROVIDED WITN SLIP -RESISTANT SUCH S BUT NOT LTWTED 10. COFIRNATED NN.RLED. \q OREACE3I'VILED JLLINiRA 9tEPs Srvlt BE FAO"CATED IN AGCOTIOMa WItTI N A51M B22 ALLOY 0095-11, ifNl Ypt ION Of THE STEP ENCASED N MASONRY SHALL BE ,1 UNFCTAILY COATED WITH A 91Lto's-SOLVENT TYPE MOB FILLED ALLWNM fmmYE�t,ttttEEpp COA1Ho Cc+,roF ANO TO I'EOFAK SPECFICAIIG, TO C-0Dim ALUMINUM STEP ��/QQj STANDARD STEP ROAD AND MROCE 9TMD . YiRC4" DEPARTMENT OF IRMUIORTATIOH REM" DATE STE. 1 1 CF ;oe.ao TYPE if PPE CfOAH:NO SRiNC1H .T. 4"N0T1. DIAMETER "NUN. WAEEfFA sMDDm WALL r!c .ms D.I53 SMCOnI 'MALL FE ]0 PEI ri)I,f 70 f5T Alt,{ Pa•I NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL-• TIP OF FILL -,,LOP OF FItL '^�-^• 'CNOUNTJ LINE z CFOUNO LINE 1 ^ GROONO LOE s - EARTH 0• 0 J� D ROCK OR / kANV£LOdLC SQL o � J EMIR o WATER& W IEMN. YTt I/q D % D A ' WIDEM� WTL VRl O x 0 x AI'kICR1A't / . 1 UN. Vlo 0 _ A P K %'• PER 1'OF M WTt e--Wc. u- FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION A80VE GROUND LINE YWC 45 < D NIL. t5 • D INtI LS a O I Nul. t5 . 0 IIFL L5 x D LWTC 1.5 a 0 LOP C: F0. _ Imo- EOP OF ill }OP CF fIL - d - :. LNE • •. r i Jr ri i -GAOIrNO �' L#E r ' CAOWU - i t EARTH L W r - Nn. V W D E. D x BEOOWG WIEPoK NORMAL EARTH FOUNDATION _-ROCK MWN. IC 0 UNHItDING ' P R SOL E }T M K D A I GF MINT 0'. BEDONG MAL 21, WTERA1. ROCK FOUNDATION YIN. V1f1 D D BCCphG ` +4 N W7LTDAL EARL FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL �JnJ� BEOOlIC MATERIAL N ACCOROMCE IT. EMBAFWEN, E'✓.YC/i!9 SECTION M2 OF LIE ROAD AN" BRICGE NOTES; SPECFICALCTF FOR CENFE HOLES CH PPE BE-. CL H,5 I BAJITd2 OFI THE YI AAP O aRDCE SEE WISTALLAI" OF PPE L,AYERT5 WITH, SECTION 302 SP THE ROAD APO BRICGE AND 910RM SEVERS GENERAL AGES SF'fCFICA[IOHS. f RECU(JR MKFAL WATER- N ACCORDANCEE ON SHLIT 107.00. NTM 5ECiTtON 702 or Lt ROAD A4 ORO FOR PLASTIC PPE CLASS I BACKFLL WiEINK SPECF�CAIIOtN$, CRUSHED CLASS CONE CRINY. TO IHE )N ALEOROMNCE AITH SECTION 302 CF THE ROAD %ZEREGA EVESIZIS 4 iC'4 yAF RLN MO BRIDGE SPECfICAI,ONS. WED W PLACE OF CLASS I SAWT.L. I IT ALL CL,ER PPE REGLLM BA20U WIEPoAL N ACCORO.V:CE NLTH 11CMN 3D2 Of 7M ROAD .0 B UCE 5T>ECI,CATIO"S. ROAD, AND ac�s HDRo& INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIRC. PIPE BEDDING AND BACKFILL -. METHOD "A" VRCNA DEPARTMENT OF TRANSPORTATION R`�E E" SWEET IO✓ 4 REVISch DATE 07112 302 107.0, <� (v-•,,,,) ou acLT ca aa.E.Xas""WI [03mm] a 8 h' ON 2 / [6B7mm] �.. [t7®rtun] C24`01A t� 23 7/18" OA�-5/tl' [723DIn] [T6rnrn] 36t2L1 26" FRAME SECi10N.[2Dmm] 2`.:(STmm) lL'Tr01^+ OEOE.DEL FLVSH) T f J G 21/8 [573mm] [54mm - A 25' tsa` / 935mm [ T A t / 3aTrim OF BIRO [ e is"' O.D. cKT atrE 3 / 7 11 TL [1 r I ] �' [t4nlm) $EGFI(SN VIEVY DIA ."u�" E.�vEMBI.Y - NEOPRr'1tE GASKET CE'A1 J [ (Ij WSHR 1/Ia.X 9/6 X 1 tj2 S C'- Xz1 DCRm .taua•-1• RveDat rARrTi aasaTas t ES/6" IR.T Htlt 5/O-11X3 1/2. fis (z) N.. APART U099,2.SD 24a0 [41 mm 1 2" : - 2 5 8 1.50 OD WRUt !4 0 55 6rrlln l\.53 ?IA. 9TAH 5 :L RU? L1 L C >� s PLANVIE4V k IA" (1.mm) ?lA B95S :[t3Tnm Pt,Nrf wvat3t0 PI4KUAVA k 6QGKLU5 H4LEDE7'NL :.NOTES PIE VD-11 Nur He-1, TNNrt.K 009812E4 1. All UMHGIEs 'A,THIM ICO Y'eAR iLOGCP-IxN.CR LOG•?TEA IN AI?FAA4 s.HJECT TD FLOODI P z 15 CL W T� z LL `YII' i a a W 0 r-� E..i..r �.0 co W 0 /[ /o V f W O z Lu rn Lu � _ (L JOB NO. 182152 SCALE N/A SHEET NO. 10 z r z A.J n z J J 0 C v Tn c 0 U m 3 N tv L a x to 0 0 rn Y a 0 v L Y C U O c a c a a 0 U L Y 0 u 0 N 0 c , ai U S i 0 rn a 3 0 N 0 Q. a C a O „ 0 n 0 c a L W a C a 0 Q- 0 N O L 3 C U a Q L d i-+ T a E -a c a U Z W W Z i9 z w z J J 0 U 4- 0 L Q 0 L Q In U x H-W Q) a N C Q) U 'a N v 'U O O a CA c a Q 0 m G.V. PVI STA: 1+49.00 PVI ELEV- 558.5$ K:1 .28 LVC: S.00 PVI TA:14+64.74 565 °, �) °, � PVI ELEV: S43.34 565 � n m � PVrS�A: ��+2� K: 2.50 r--- f - - + �n + `' � PVI ELEV: 545. 4 VC: so.ao PVI STA s6+o7.24 j v � v K: 26.og LOW P .STA:14+64.7 PVI ELEV: 546.19 c>G" m j w LVC: s37.5o LOW T ELEV: 543.39 K: 6.00 560 - .szgb w rn � � o LVC: o8.oa 560 ry � M � �D � N cl N Ln PROPOSED VDOT STD. CD-J.- � � + v ,� Lin w �-�;,I � �,., � � � m � W v> �> �, w XISTING GRADE (TYP.) � w ILL YP. C° w m m w w � m w 555 +�� m w 555 PROPOSED PVI ELEV: 54�•34 &PLUG K: 2.So .6' 1.3� PROPOSED GRADE (TYP.) LVC:1o.o OW PT. STA:1 � PROPOSED FIRE HYDRANT +34.74 550 ASSEMBLY WITH $"xb"TEE �5 LOW PT ELEV: 43.39 550 PROPOSED VDOT STD. CQ-s • PROPOSED 8" SANITARY °; SEWER CROSSING �"' � ��`' � UTURE ROAD GRADE PROPOSED 8"x8" TEE � m v •? 545 & (2} - 8" G.V. � w / m w 545 ~ -2.Oo4o � 00% END PROPOSED ROAD CONSTRUCTION AT v 3.5' MIN. STA.15+68 &TIE -INTO EXISTING GRADE � PROPOSED � 8" CL. 52 DI WATERLINE s•3 PROPOSED VDOT STD. CD-2 PROPOSED VDOT STD. CD-2 540 4 � •'` 12A z.ao% -2.000i6 PROPOSED TYPE A 54 0 BLOW -OFF ASSEMBLY t soA .1 zO 1"5 ROPOSED 8" CL. 5z DI WATERLINE �O"; 535 twll w PROPOSED FIRE HYDRANT ASSEMBLY WITH $"x6"TEE N 5.2' W w 535 z z o PROPOSED $"x8" CROSS & (4) - 8" G.V. o w + + � PROPOSED 8" SANITARY � ,� � SEWER CROSSING 530 v~, 530 lD O N O � O rl � J' M � O O n 9't 00 `�' tri ry � co pp � rrt .f• � Ltt O !y1 � 1p O �) Ol O � di Ln � �- � �• � rn Ln � •�- Ln �. m .�• � r: of r,;,, �- d- � r: •#' ai � .�- m o Ln Ln pp c,p Lr'ti ri Ln •�- Ln Ln Ln � Ln � Ln � Ln �,,� Ltl � Ln �. Ln Lr) Ln Lrl Ln Ln � Ln � � � � � ,� � � � ,� � ,� � TH p�,� .04 SCOTT R. NSA LU No. 35791 , 575 575 0�op5/19/2Q21�� SZONAL E� Lp PRLA PROPOSED 8" 45° $�� ? MARSAC STREET W 0 V w U• U w PROPOSED0 w S z 0O w g� rUr,,,, C�C uj z G z z x U) � w (STING RWSA o z a z o cn z o-6 z WATERLINE w/ Q w 3 12"x8" T.S.&V. H w LINE CONNECTION o Ia- (9 z U SHEET 6. o z O w ,_, m Z U a o z V w w Ln W Ce a w ~ w w Ln Ln a 0 Ln z w w m v) Q w 13+50 14+00 14+50 15+00 w ui a WOODBURN RD WATERLINE CONNECTION in w w O O N N N PVI STA:1b+og.5o w o a N N N 570 PVI ELEV:561.6o 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo s6+5o 17+00 a c o �+ M NT SWEDE STREET TEE PVI STA: sz+oo.00 PVI ELEV: 566.12 K:12.26 L9 575 LVC: 50.00 575 PVI TA:1o+15.00 0 w 0 Lp �- PVI ELEV: 8. ^ N w 55 74 K: 2.50 PVI S A:11+1a.00 A T + '� M YC: 20.00 PVI E EV: 56o.64 u A � PROPOSED GRADE (TYP. CYj LOW P . STA: so+15.0 ; z8.1g U m v w C) 570 LOW T ELEV: 558.79 L : 225.00 m > uj 570Ln N °o oa o ao o 0) 0) PROPOSED VDOT STD, CD-1 Z 000 I ' ri Ln + ) PROPOSED SANITARY SEWER ui 0 Go 0 co r I Ln r; Ln + f V } U , -ul ' EXISTING GRADE (TYP.}-/ SERVICE LATERAL CROSSING NC7 565 m w u m c} 3.5' MIN. 1565 N w m PRO OSED 8"x8"TEE w N & (2) - 8" G.V. 6.089� / PROPOSED 8" 451 BEND C� W (, ) ui s 2' s. ' TO WOODBURN ROAD W Ln 560-z.009b WATERLINE CONNECTION 560 L11 H -� pO _l LL PROPOSED VDOT STD. CD-2` PROPOSED VDOT PROPOSED 8" SANITARY 1g SEWER CROSSING j J Q PROPOSED Wx8" TEE 545STD. CD-1 ,•f & (2) - 8" G.V. I 3.1 U) Zry W 555 1 z' STA. 11+82 - INTERSECTION W/ EMPIRE STREET 555 W z w 21 ROPOSED 8" CL. 52 DI WATERLINE L9 Q z O PROPOSED SANITARY SEWER °o u o SERVICE LATERAL CROSSINGS � 550 ° w uj z I 550 vi 2 z W 0 Ln d f►) cD N N N N O N ui Ln 00 N n 00 O O r O N Ln l0 w 6 M tD Ln n00 C6 t[ (n 00 O Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln in Ln Ln Ln Ln � UJ tW I--�cz o9+75 10+00 10+50 11+00 11+50 12+00 12+5o s3+0o 13+50 14+00 14+50 ul � MARSAC STREET w °C O W < z 410 � LL v'� ��'� I- W TIE-IN�� L1 Ca STA. NOTE: ALL ROADWAY EMBANKMENT MATERIAL ry SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 Q VERTICAL GRAPHIC SCALE INCHES IN THICKNESS BEFORE COMPACTION OVER 0 0J I 2.5 5 10 20 THE ENTIRE ROADBED AREA IN ACCORDANCE WITH 0 PROP VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 1 0 ( IN FEE`(' ) NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN 1 inch = 5 ft. AGGREGATE SIZE NO.25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER b HORIZONTAL GRAPHIC SCALE RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND Lu w BRIDGE SPECIFICATIONS, SECTION 302.03G. a m 50 0 25 50 100 200 I I I I I JOB NO. NOTES: 182152 ( IN FEET) 1. ALL FILL TO BE PLACED AT 95% COMPACTION. SCALE 1 inch = 50 ft. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 1" = 501 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 2.5' OF SEPARATION BETWEEN WJL & SHEET NO. 10+00 so+ 0 11+00 21+ 0 12+00 12+ 0 1 +00 1 + 0 1 +00 1 + 0 1 +00 1 + 0 16+oo 16+ o 1 +00 1 + 0 SANITARY SEWER MUST BE PROVIDED. I.J. 5 5 5 3 35 4 45 5 55 5 7 75 PROPOSED S NOTE: SEE WATERLINE CONNECTION NOTES )POSED GRADE (TYP. ON SHEET 570 570 XISTING GRADE (TYP.) BEND' 5 /F�� (TYP. ��ttVV ATERLINE 3 565 565 1,8' 8" SANITARY EWER CROSSING � CULVERT 56o PROPOSED FIRE HYDRANT 560 ASSEMBLY WITH 8"x6"TEE- i 1.3, PROPOSED 8" zz.5 BEND TIE -INTO EX4-1 PROPOSED 8" CL. 5z DI WATERLINE 1ROPOSEDT NOTE: WATER MAIN CROSSING BENEATH SEE WATER 555 CULVERT SHALL BE INSULATED NOTES ON Ln d Ql N O n Ln tD Ln 4D Ln N tfI41 g+88, LV�:1oo.0o PROPOSED FIRE HYDRA �) �) o) � ASSEMBLY WITH 8"x6" 565 � j (� � � '^ 565 j m PROPOSED PVI STA: s3+8 .00 �5 w x8 TEE & PVI ELEV: 546 62 f(2) - 8" G.V. K: zb.35 56o LVC: s35.o � 560 tOn O � 1.2` I��. yrj tOn rn N � u1 VI STA:11+77, o � m � u w ROPOSED 8" CL. 52 DI WATERLINE 555 PVI ELEV: 52z. 1 > � 1) > �? o �f � 555 K: z6.06 LVC: 253.00 � PROPOSED VDOT STD. CD-1 PROPOSED FIRE HYDRANT w 0 1.2 ASSEMBLY WITH 8"x6"TEE � o � N � �- `� n + n w v 550 a � w � z f- / 3.5' MIN. 34A � 550 m ,>,� ROPOSED VDOT STD, CD-s `�� / � z 545 545 EXISTING GRADE (TYP.) �3� ! z 3oA � 540 � 540 PROPOSED 8"x8" CROSS �' / & (4} - 8" G.V. 1.3' 535 � ROPOSED 8"x6" REDUCER 535 � PROPOSED GRADE (TYP. Y � m 6 0' 530 3 530 z 0 PROPOSED 8" SANITARY w PROPOSED VDOT STD. CD-1 f SEWER CROSSING t� 525 z ROPOSED 6" CL. 52 DI WATERLINE 5�5 TO EXISTING Q BERKMAR DRIVE .°} ELEV=5s8.83 ° 14' 520 � 4A 520 ftle, NOTE: CONTRACTOR SHALL TEST DIG THE EXISTING RWSA 12" CIP WATERLINE TO CONFIRM DEPTH PRIOR TO INSTALLING SANITARY SEWER MAIN TO ENSURE ADEQUATE SEPARATION IS ACHIEVED. MH-5 MH-6 STA:io+87.80 �-RIM:523.87 INV IN. 5o8.31 FROM MH-7 INV OUT. 5o8.11TO MH-5 530 RIM:526.00 MH-7 INV IN. 507.72 FROM MH-6 STA:11+63.66 INV OUT. 507.52 TO MH-4A RIM:523.75 MH-3B INV IN. 518.5o FROI 525 STA:6+og.g7_ RIM:512.70 MH-4A 1 INV OUT. o8. TC 5 75 INV IN. 502.90 FROM MH-4 STA:8+84.75 INV OUT. 502.7o TO MH-3A 514-50 RIM: INV IN. 506.8o FROM MH-5H-5 EXISTING RWSA12" CIP INV OUT. 506.6o TO MH-4 WATERLINE CROSSING 520 MH-3A STA:5+70.90 RIM:509.80 .-- TEST PIT ELEV.= 7.8' 520 M -4 —PROPOSED GRAC INV IN. 502.00 FROM MH-3B STA:8+1 .93 / INV OUT. 501.8o TO MH-3 RIM:51;.42 INV IN, 5o6.25 FROM MH-4A / INV OUT. 5o6.o5 TOM -313 NOTE: CONTRACTOR SHALL TEST DIG THE EXISTING RWSA 3o" DIP 515 515 MH-3 -3 WATERLINE TO CONFIRM DEPTH PRIOR TO INSTALLING SANITARY STA:5+47. SEWER MAIN TO ENSURE ADEQUATE SEPARATION IS ACHIEVED. EXISTING RWS RIM:509.75 - - - 1 -� �-. / WATERLINE CI INV IN. 5oo.6o FROM MH-3A INV OUT. 500.4o TO MH-2 / 510 1.5' MIN. 510 EXISTING RWSA12" CIP 7 WATERLINE CROSSING `.�8" DIP " DIP 63.32 LF @ o.62% 505 3.3 26 PVC Q �AOUT ,� 6z.82DLF-@a PVC 0.55% 130.64 0 55% 505 EXISTING GRADE (TYP.) 8 SDR " L 8" DIP 203.89 71.85 LF �a o.61% Sao / 5Q0 / / NOTE: CONTRACTOR SHALL TEST DIG THE EXISTING RWSA 12" CIP WATERLINE TO CONFIRM DEPTH PRIOR TO INSTALLING SANITARY SEWER MAIN TO ENSURE ADEQUATE SEPARATION IS ACHIEVED. 495 495 / 8" SDR-26 PVC 8" SDR-26 PVC BORE & JACK PER STEEL CASING PIPE ACSA STANDARDS 45 LF OF MIN WALL THICKNESS) 24" 19.54 LF @ 6.14% 35,07 LF @2.00% (0.50" EX MH-HRVSTMN-1-1 W/ 8" RESTRAINED JOINT D.I. CARRIER PIPE. STA:o+oo.00 RIM:482.71 MH-� /+�0 INV IN. 477m. FROM MH-1 STA: TA2+16.gg y.go EX. INV OUT. 476.81 RIM-482.83 MH-1 INV IN. 478.62 FROM MH-3 (2) INV OUT. 478.42 TO MH-1 8"SDR-26 PVC STA:o+69.12 326.37 LF Qa 6.67% RIM:482.75 485 485 INV IN. 477.62 FROM MH-2 INV OUT. 477.42 TO EX MH-HrvstMn-1-1 48o TIE-IN TO EXISTING 3.5 IN. 48o ANITARY SEWER MANHOLE 8" SDR-26 PVC 8" SDR-26 PVC 143.87 LF @ o•56% 475 1 1 65.12 LF Qa o.63% 75 of .t cD IR rn r9 Lri r+1 r+ m C?00 �- L!1 Lr1 O o O tD rn a w N ri N c0 r11 00 N 00 N 00 N 00 Ln W O m Ln m m Ol rd O lD O CJt O ri ri N r1 N ri N ri N ri r1 ko r1 Cn ri Lrl N kD N O N N N N ry 4 4 4 4 4 Lr1 Ln U1 In Ln in Ln Ln LA Ln Ln In Ln Ll7 Ltl Ln 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 MH-7 - EX MH-HRVSTMN-1-1 7+50 8+oo 8+50 9+00 9+50 10+00 10+50 11+00 11+50 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA 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 NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001)• 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) 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 DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. g. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 4 MH-8 MH-6 E (TYP.) 43o" DIP TOSSING NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. U) Z Q 1� W ce SCOTT kR.NSte4 No. 35791 05/19/2021 10NAL z 0 u 1n w n z 0 h-1 V) W p z W Cn � z uw O U aS z � o z c1 o a LLI d U) LLJ n S Ln al ce Q -A rA N N 0 N N N :4 00 rr o 0 ul z tA� c'/ 1M_ C,e) CY) N 4 CD CIO CY) N W J I) w F_ 0 U i W C0 LLI 01-0 - I) F_ W rQ V 0 N z :5 0 0 _�j L.L. LIJ 0 ul w J L.L 0 ry- W ry a z W In t-u O w � _ IL cn JOB NO. 182152 ill = 501 SHEET NO. 22 c� z w w z c� z w z J 0 U w 0 v 0 0 In In Q x ar s o. 0: 0 N C 0 U 7 L U] C O V O 0 0 U L C O U O 0 .n 2N U C a) O 0 v s v In O CL . o_ r= 0 0 m N aj 0 c 0 53 N -o C 0 0 rz 0 0 3 c -a 0 U _0 O n. 0 c a 0 E C 0 c� z Of w w z 0 z w ul z J 0 U 4.- 0 T L v O. O n. ar .N U x s 0 0 cn C E U O -v v ar O U 0 91 w 0 0 O d al m a� 575 570 565 56o 555 MH-16 550 STA:0+71.84 RIM:544.00 INV IN. 531.45 FROM MH-17 INV OUT. 531.25 TO MH-11 M H-11 \ STA:a+oo.00 RIM:539.00 INV IN. 526.45 FROM MH-16 INV IN. 526.45 FROM MH-12 INV OUT. 526.25 TO MH-10 540 1 1 �/t EXISTING G GRADE (TYP. MH-21 MH-2o STA:6+44.07 STA:4+72.47 RIM:567.39 RIM:560.25 INV IN. 559 37 FROM MH-22 INV IN. 549.53 FROM MH-21 INV OUT. 559.17TO MH-20 INV OUT. 549.33 TO MH-19 - - MH-1g - --- r STA:3+79.01 / RIM:559.67 INV IN. 548.7o FROM MH-20 r INV OUT. 548.5o TO MH-18 / MH-18 STA:2+86.34 / RIM:555.13 INV IN. 547.2o FROM MH-1g PROPOSED GRADE (TYP. INV OUT. 547.0o TO MH-17 PROPOSED 8" DI MH-17 � � ' WATERLINE CROSSING STAa+62.33 RIM:546.76 INV IN. 539.2o FROM MH-18 z6Q� ��jo INV OUT. 539.00 TO MH-16 / 23 SpRF �6 .5 0 60 yL 6'1 6Q�iGoofo �p� l fir° 5 ytio o �. sit SDR-26 PVC 88.61 LF C -I. 4-Ph 8" SDR-26 PVC 89.46 LF @a 0.70% MO-24 -Mai-11 MH-23 MH-22 STA:8+o5.z1 STA:6+94.67 RIM:569.67 RIM:567.66 INV IN. 562.45 FROM MH-24 INV IN. 561.zo FROM MH-23 INV OUT. 562.25 TO MH-22 INV OUT. 561.0o TO MH-z1 L PROPOSED 8" DI WATERLINE CROSSING PROPOSED 8" DI WATERLINE CROSSING 1$' -r 8" SDR-26 PVC S SDR-26 PVC 120.32 LF @ 0.$1'0 106.55 LF C 0.990h 8" SDR-26 PVC 46.59 LF C;a 3.50% ---I/ PROPOSED WATERLINE 8" DI CROSSING N rl, ^ N Ln H 't " 1D w N co It 00 a rn N o I 00 p 14 00 ^ Ln LD m ry ,�, Ln _t 1° of m m co Ln Ln m Ln d, �a Ln ri Lo lD m co lL eo LD ,� lD r: 00 lD r. r. ko lD LD w kD l0 r: ad cD lD d, o� lD m lD Ln Ln Ln Ln In Ln Ln Ln Irl Ln Ln V1 Ln L!1 Ln Ln Ln Ln Ln Ln Ln Ln Ln 535 00 b, pL, 5 v4 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 8+50 9+00 5 �`O 570 530 525 8" SDR-26 PVC 67.84 LF @a 7.08% w `t CO CO rrn INy1 m O W � OU cmi Ln 00 [n Ln O 0 IT ul t 't .mi• Ln ►D Ln CTt r, Ln N Ln LD Ln Ltn LL' Ln ul Lin 0+00 0+50 1+00 1+50 2+00 2+50 3+00 .t t•J Ln Ln 3+50 INV IN. 518 INV OUT. 575 MH-24 STA:9+29.53 RIM:571.17 INV OUT. 563.42 TO MH-23 1 1 570 1 565 56o 555 550 545 540 9+50 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. VERTICAL GRAPHIC SCALE 2.5 5 10 IN FEET 20 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 570 MH-i5 STA:8+19.32 MH-14 RIM:563.50 STA:7+09.65 INV OUT, 557.75 TO MH-14 565 RIM:559.58 I 565 FROM MH-15- INV IN. 553.2o INV OUT. 553.00 TO MH-13 �. MH-13 / 56o STA:6+25.51 560 RIM:554.00 _ INV IN. 548.2o FROM MH-14 INV OUT. 548.00 TO MH-12 -- 555 MH-12 STA:5+36.86 Q`IC- 555 RIM:548.75 g" 61LF INV IN. 541.2o FROM MH-13 yoS INV OUT. 541.00 TO MH-11 550 EXISTING GRADE (TYP.) / �6QJojo 550 I;�fMH-11� PROPOSED �� 8 DI 545 STA: + o. RIM 3 0o 539• INV IN. 526.45 FROM MH-16 INV IN. FROM MH-12 WATERLINE CROSSING S45 QJ`�� (003 526.45 ' INV OUT. 526.25 TO MH-so Zg (b���. r �� 540 MH-10 STA:3+67.39 Al 540 MH-8 1.5' STA:1+00.45 RIM:533.00 RIM:533.00 INV IN. 524.7o FROM MH-11 25 INV IN. 519.78 FROM MH-9 INV OUT. 524.5o TO MH-9 535 INV OUT. 519.58 TO MH-7 r 5.2' 535 MH-g STA:2+41.89 � 4.1IQ / RIM:526.5o INV IN. FROM MH-io (b Q ti MH-7 520.7o STA:o+oo.00 INV OUT. 52o.5o TO MH-8 ya 530 RIM:523.75 5o FROM MH-8 \ ;08.75 TO MH-6 \ 525 26 PV G PROPOSED GRADE D 6 63°�0 -15 - m ROPOS WITH IN D bo" MH ERNAL (TYP. �' g'0 M � -7 I D CK -26PNC 13%ROPST � 3. 520 8" SDR-26 PVC tiz1,,0LF 520 7DIP 1I7.45 LF 0.529/0 515 96.45 LF Qa 1.12% 515 510 510 Ln m o0 Ln ry -t o 0) o o O1 m � m t (n � N � m 't � � Ln � m m � tJ1 O Iy N Ln LD �± m � Ln Ln ry H tD �! rn 00 ry 00 ri N LD ry Ln Ln 00 ty1 m ,'1 .t ,.,.L rn O N m ^ N N ri N rt i Ln ^ Ltt N t Iri r-I LD m •t Lh 00 (y1 t rj 0t t N tnt Q1 lD Ln ,y 00 4 f1 Ln Ln ® Ln lD 06 m L,.I to Ln O Ln tD LD ri W Ln Lf1 Ln Ln Ln Ln Ln Ln Lft Ln Ln Ln Ln Ln Ln V1 Ln 1 f1 Ln Lf1 Ln Ln Ln Ln Ln Ln Ln LnLn SCOTT R. NSA No. 35791 05/19/2021 p1SraNAL E�O�� H z w E 0 w z U w Cb 0 W cn U L ? z cnuj U zo ¢ z_ 0 Q z w U I �¢ z w 06 z LLJ ¢ as Z O z z w m Z o z z U n. 0 U g w W Lu _j H Im <13� n. Lu °- N cn Lu 1L z W m N W � Q W w n. 0 w v� S Lu N 0 o rL N N N N N 0 N ri -1 00 -4 o 0 III = 501 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oa 6+50 7+00 7+50 8+00t v C�� SHEET NO. t� 13 c� z w w z z w v7 z J J 0 U 0 a3 C 0 U C In a x 5 4-1 41 0� 0 m c 0 L N 0 U L 0 C 0 C c O U N c 0 U 0 41 y 0 c U C L a� En O a L 3 En 0 0- Il C 0 L 0 -D a 0 c 0 In -o c v L a 0 O O t C U 7 -D 0 L 0_ 41 0 C a 0 E "D 0• c� z w w z z w Ln z 0 c) 0 T N Q 0 a 'N 7 U X s L O N C CN E 7 U O -v v a� v 'U 0 VI N 0 "O C O C P a a� NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO.25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 00 u J_ m m m 0 m H 0LL 0 m 00 rNn n m a Li) m m O1.- 0 Ln 565 Ln ooF-N � o� ^ ~ r�rl ran LD Lam,,- m c� 565 - °° 0 N t Ln Ln O EXISTING > En n Ln � 11 > ko oGRADE (TYP.) vlz z z 0 ~ Z J m ~ a Z Z Z z 56o m m� o , - - 560 - � o$ � Olp 0 m m� 0 O Lp L1.1 n EA 0 0 o N '�'� / ROPOSED GRADE (TYP.) m Z 0 m rOn n 0 �11 555 > "•' Ln Ln� In I°- Z Z 555 co - - Go m nz zo STR:26 VDOT STD. DI4 (L=6') u (n Ln F- z z = �C- TP=543.83 'n 0 m INV IN: 536.35 TO 28 0 rn °N° 0 / INV OUT: 536.25 TO 8 t- -0 O O �- �' 550 0 0 oQOchq6P Q STR:8 VDOT STD. MH °N° L z :2 Z p TP=541.17 a > > > > -Ckl$ INV IN: 534 0o T010 V! F- z z z z 545 INV IN: 535.5o TO 26 INV OUT: 529.67 TO 6 15" RCP 54.30 LF 5.52% 540 540 PROPOSED 8" DI 1.4 15" RCP WATERLINE CROSSING 1.5 46.o1 LF r7a 3.26% PROPOSED 8" SANITARY 535kot-r SEWER CROSSING 535 4.11 15" RCP 28.05 LF r,; }a 2.92% 530 PROPOSED 8" SANITARY SEWER CROSSING 15" RCP 25.56 LF Qa 2.93% CONTRACTOR SHALL INSTALL A /" THICK STEEL PLATE AT THE 5�5 BOTTOM OF THE STRUCTURE m co m r �o m ^ . Ln 00 Ln Ln Ln n Ln n v) n vi 0+00 0+50 1+00 1+50 2+00 STR-36 - STR-$ 530 570 565 56o PROPOSED GRADE (TYP 555 STR:10 VDOT STD. DI-313 (L=6') TP=543.92 INV IN: 537.42 TO 12 INV IN: 536.75 To 1oB 550 INV IN: 540.42 TO ROOF3- INV OUT: 535.17 TO 8 EXISTING GRADE (TYP. I - STR:8 VDOT STD. MH 545 TP=541.17 INV IN: 534.00 TO 10 INV IN o TO 26 0 J m m ao 0 0 0 I- -m 0 Ln STRa8 VDOT STD. DI-3B (L=12'} M Ln > 1O H 570 koD STR:16 VDOT STD. DI-3B (L=6') TP=566 33 n Ln 0O INV IN: 559.35 TO 2> TP=559•83 INV IN: 562.83 TO ROOF= L~n la- Z INV IN: 552.77TO 22 INV OUT: 559.25TO, 16 INV IN: 552.77 INV IN: 556.33 TO ROOF6 / 565 INV OUT: 552.67TO 14- PROPOSED 8" DI -WATERLINE CROSSING PROPOSED 8" DI STR:14 VDOT STD. DI-313 (L=8') TP=556.84 WATERLINE CROSSING INV IN: 549.75 TO 16 INV IN: 553.33 TO ROOFS 56o INV OUT: 546.33 TO 12- 10' 1 1 STR:12 VDOT STD. DI-3B (L=6') TP=548.28 / INV IN'. 541.25 TO 14 PROPOSED 8" DI 30.23 LF @ i.o6% INV IN: 541.00 TO 126 WATERLINE CROSSING INV IN' 543.25 TO ROOF4 » RCp Zg% 555 INV OUT: S40.90 TO 10 �` 1.2' I f INV OUT: 529.67 TO 6 / 0010 STR.6 VDOT STD. DI-313 (L=1o') PROP114 OSED 6" DI 00 540 TP=534.25 WATERLINE CROSSING INV IN: 528.58 TO 8- INV OUT: 523.5o TO 4 l0000 B ,f of % ! 1.3' 535 STR:4 VDOT STD. DI-3B (L=8') TP=527.58 CONTRACTOR SHALL INSTALL A INV IN: 522.25 TO 6 '" THICK STEEL PLATE AT THE INV IN: 520.27 TO 46 INV OUT. 520.27TO 2 BOTTOM OF THE STRUCTURE 1 18" 0 RCP 3 STR:2 VDOT STD. MH 54.69 LF r7a 2.14% TP=526.0o CONTRACTOR SHALL INSTALL A INV IN: 529.52 TO 4 .-� 1.0' "THICK STEEL PLATE AT THE INV OUT: 519.42 TO / BOTTOM OF THE STRUCTURE 525 PROPOSED VDOT STD. ES-1 WITH RIPRAP OUTFALL 520 3o" RCP INV. OUT=51g.o 65.7o LF @ o.64`K° 515 1 1 1 PROPOSED 8" SANITARY SEWER CROSSING \_24" RCP 62.15 LF Qa 1.75% i CONTRACTOR SHALL INSTALL A "THICK STEEL PLATE AT THE BOTTOM OF THE STRUCTURE 30" RCP 24" RCP g� 33 LF @I o•710A 76.741 LF Qa 1.63% 03 m 00h �. N � L17 � M Ln pp N t� N n Ln Ln N Ln Ln Ln � Ln Ln 00 `I" Ln n Ln N .f' LI) 00 Lvl1 In Lmn 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+0 0o J EXISTING GRADE (TYP. 0 o STRa6 VDOT STD. DI-3B (L=6') 0 R N 0 0 o Ori 0 >- I- N TP=559.83 INV IN: 0 O 0 N 0 m o o ° Ln 552.77TO 22 565 INV IN: 2. TO 18 55 77 1 � 00 n w m n- Ln j ao n INV IN: 556.33 TO ROOF6 n n Lnn� n Z S INV OUT: 552.67 TO 14 N n z z O u F >>> � zz Iy�zzZ 56o 56o PROPOSED 8" DI WATERLINE CROSSING ROPOSED GRADE (TYP TI 555 555 15" RCP 34 55.27 LF @a 1.63% 550 ( 550 15" RCP 28.73 LF Qa o.80% PROPOSED 8" SANITARY SEWER CROSSING 545 1 1545 525 m o Ln Ln Ill n Ln m h n V '� Ln 0+00 0+50 1+00 2+50 3+00 STR-24 - STR-16 1. `� 3 3g% CONTRACTOR SHALL INSTALL A Y? THICK STEEL PLATE AT THE BOTTOM OF THE STRUCTURE ,y223WLF VERTICA� GRAPH�C SCALE 2.5 5 IA . LmnLn 0 W rl COLn 07 I ry LLn Ln M . Lh In � c6 In c 06 Ln p'- Ln 13+50 24+00 14+50 15+00 15+50 STR-2o TO OUTFACE J m ri m L p 0 ri STR:12 VDOT STD. DI-3B (L=6') o 0 O 5S5 S TP-548.28 -O INV IN: 542-25T014- INV IN: 541.00 TO 1213p R ri Ln INV IN: 543.25 TO ROOF4 m N INV OUT: 540.90 TO 10 N 0Ln z O 550 > > 550 v) Z z EXISTING GRADE (TYP.N 1 545 1 PROPOSED 8" DI - WATERLINE CROSSING 540 1 1 540 15 RCP 34•og LF Q 1.17% 535 535 N Ln N cd Ln -0+25 0+00 0+50 0+75 STR-12B TO STR-12 ( IN FEET ) 1 inch = 5 25 0 t i ( IN FEE`P ) 6- 550 545 540 535 530 525 520 515 w 1 .. m m r o rn . m Ltl N n {d Ln m n Ln L� Ln t j n In O t�U Ln Ln N sb Ln LnLn Ln 16+oo 16+5o 17+00 17+50 18+00 18+50 19+00 19+25 555 -0 555 u 1 EXISTING GRADE (TYP.) In 0 0 EXISTING GRADE (TYP. m Li TR:10 VDOT STD. DI-3B (L=6'} 0 535 0 -0 535 TP=543.92 In o INV IN: 537.42 TO 12 I-- - °� 550 ' � 0 00 INV IN: 536.75 TO 1oB > ao ,m I- 0l o INV IN: 540.42 TO ROOFS o n0 r_ N n m 1- STR:4 VDOT STD. DI-36 (L=$ ) � INV OUT: 535.17 TO 8 0 Ln 0O TP=527.58 m I: L.`.'D > INV IN: 522.25 TO 6 Ln Z O 530 545 Ln F- z 545 INV IN: 520.27 TO 4B � p- Z z INV OUT: 520.17 TO 2� - - PROPOSED 8" DI WATERLINE CROSSING ROPOSED GRADE (TYP.) 525 525 540 1 I 540 PROPOSED GRADE (TYq-:3�' �)'l PROPOSED 8" DI WATERLINE CROSSING IL .1' 1 535 1 1 535 15" RCP 28.96 LF @2.59% 1 I CONTRACTOR SHALL INSTAL 34 " THICK STEEL PLATE AT TF- 53p BOTTOM OF THE STRUCTURE O 00 Ln 0+00 0+50 STR-1oB - STR-so 520 520 15" RCP 27.72 LF @ 2.22% 525 525 N Ln N N -0+25 0+00 0+50 0+75 STR-4B TO STR-4 iri 0�� SCOTT R. NSA No. 35791 �05/19/2021 asl ANAL E��1� z c 0 o- w u o U) u z Zo H J Z e < alf1- �ILL� u pod u w , a o 0 m V uU W � a H u Q ce Z r w w j ou � o Z s o 0 w S a W v? Ul ce ce Ill In t O Lu a czia JOB NO. 182152 SCALE III _ 501 SHEET NO. 14 z w w z 0 z w z J J O u 0 w 0 U I= �L In In L a X Q) 0 o• 0 VI c 0 U 7 L vi N C 0 U L 0 41 0 L 0 U 0 v 0 a� �N U L= ul 0 0 s ul 0 o_ L a c O 91 -a 0 0 c 0 91 0 0 a 0 0 .s a� U 0 L a +, O 0 E -o c 0 c� z Ld w w z z w In z J 0 u 41 L_ o_ 0 L a N U X v qj L L O N C E V O "O CL 47 0 �U O In 0 0 O In EXISTING GRADE (TYP.) 555 �, 555 rij U MLL O m `O O omN 550 Q 0Y M N O F- o o O F- 550 V1 F- f _ F- °o °n 0 o 6 d) STR:28B VDOT STD. DI-313 (L=6') Q 0 06 > o � M MH 00 � Tp= 545 33 INV IN: 540.o0 TO YD-10 .. N Ln ? O INV OUT: 539.00 TO 28 a1->>>> 545 U1 [-- z z z z 545 PROPOSED SERVICE WATER CROSSINGROPOSED GRADE (TYP.) 540 ( 11� 1.5'_) I 1540 I L15" RCP 535 I 5o.81 LF @a s.97% I 1 535 LQ O N M Ln Ln Ln Ln 0+00 0+50 STR-28B - STR-28 00 J m m °' 555 555 EXISTING GRADE (TYP. _o F- r°n 1 I STR:3o VDOT STD. DI-36 (L=6') O °o '4 > o M TP=548.33 0 "'� INV IN: 541.10 TO 30B " M In? O INV IN: 543.00 TO 32 N H > > 550 INV OUT: 541.00 TO 28 'r - dOPOSED GRADE (TYP.) 545 545 1 2' PROPOSED 8" DI WATERLINE CROSSING 540 540 15" RCP 27.75 LF @a 1.44% 535 1 1 1 1 535 Ln M m 0 06 In Lnn a+00 0+50 STR-3oB - STR-30 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 00 J_ EXISTING GRADE (TYP.)- m o It rn 565 565 STR:34 VDOT STD. DI-3B (L=6') _0 F_ `Ln TP=558.17 INV IN: 551.35 TO 34B 0 Ln m INV IN: 552.35 TO 36 m In O INV IN: 554.67 TO ROOF10 '�' > 60 INV OUT: 551.25 TO 3:2 W F- L -PROPOSED GRADE (TYP.) PROPOSED 8" DI 555 WATERLINE CROSSING 1.1' 550 1 Y 1 1 1 550 545 15" RCP 28.7o LF �7a o.8o% 00 I (n C6 Ill In Ln Ln o+00 0+50 STR-34B - STR-34 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN 5 ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 50 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH ` OF 4' OR GREATER SHALL HAVE STEPS IN C ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 545 OD r o Qm0 N It oo� 0 00 O N r.N A Ul In Lt ❑ 00 tD o H `r O �o 525 � �ZZ o ° o z �, 525 m ° C~!) �-- Z Z Z N Q Fes- a > Ln F- Z 520 -'' J Szo IVPROPOSED GRADE (TYP.) EXISTING GRADE 525 510 VERTICAL GRAPHIC SCALE 2.5 5 10 IN FEET 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 irich = 50 ft. 15" RCP 66.17 LF Qa 0.73% ° 0 ° N 1t7 Ln In Ln o+00 0+50 STR-42 B - STR-42 20 200 525 520 NOTE. WATER MAIN CROSSING BELOW CULVERT SHALL BE INSULATED. 565 PROPOSED GRADE (TYP EXISTING GRADE (TYP.) PROPOSED VDOT STD. ES-1 WITH RIPRAP OUTFALL - 565 l SCOTT R. NSA No. 35791 il, .�05/19/2121 .��' o"�StONAL 1� 56o / X f / 56o 3,5" RCP 1.3"NV. IN=56a.42 ze� a a U 67.34 LF C o.62% I u INV. OUT=56o.00 m t PROPOSED INSULATED 8" DI Z o Ez ` WATERLINE CROSSING 555 1 1 1 1 1 555 U o a o o °° ko rn co w o °o rJ z O t�l) c6 t p 1XIW ri 110 lL1 r1 40 N lA M Co :5 J Q u O 0+00 1+00 �/ zti u _ ICULVERTII Project Berkmar Overlook Plan SheetNo. Designer ANIL, PE Sheet 1 of 1 Culvert Rev. Date Date 1/312020 _ STATION: _ HYDROLOGICAL DATA: AHW Controls 100 yr. Flood plaint elev. Design AHW depth elev. Structures elev. freq. TWelev. Culvert#1: DA=0.56 ac., CW=0.45, Tc=13 min., 2-year Q=0.93 cfs,10-year Q=1.29 ds Shoulder - elev. 562.5 _ CL elev. 562:33 DISCHARGES USED RISK ASSESSMENT ADT Skew ° Cover " Q 2 = 0.93 CFS Detours Available Length Q 10 = 1,29 CFS Overtopping Stage Q = CFS Flood Plain Management Inv. El, 560.42 So= 0.62% Inv. El. 560.00 Q = CFS Criteria and Sig ni#cant Impact Orig. Gr. Elev. L= 67.34 Orig. Gr. Elev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET End INLET CONT. OUTLET CONTROL CULVERT TYPE & SIZE Q Q/B HW. VELOCITY COMMENTS ELEV. Treat. HW/D HW Ke do (dc+D)/2 ho H LSo HW C.M. Smooth Proposed 15" RCP Culvert (2 yr) 0.93 0.93 0.4 0.5 0.5 0.4 0.83 0.83 0.1 0.4 0.5 0.5 3.18 ES-1 VDOTSID. EC-1 Class Al OutletProtection Proposed 15" RCP Culvert (10 yr) 1.29 1.29 0.5 0.6 0.5 0.4 0.83 0.83 0.1 0.4 0.5 0.6 3.46 535 uq 535 STR:40 VDOT STD. DI-3B (L=B') EXISTING GRADE (TYP. �-- U TP=521.00 I 0 INV IN: 516.02 TO 4200 r_ INV OUT: 515•92 TO 38B PROPOSED GRADE (TYP. d 5TR:4$ VDOT STD. DI-1 w O o m TP=519.50 530 � % N 530 I" �+ PROPOSED GRADE TYP. � 00 - d m 0 � N ( INV IN: 514.55 TO SWM p 3: m ❑p O ❑ p INV IN: 514.55 TO 5o p v1 In�rl F- O Ln O ❑ F- INV OUT: 514.45 TO 38 V) O O In u .. o m 1n F- F- ^, N ^ STR:38 VDOT STD. MH F- n Ln / N a FQ-• O O~ N N u; TP= 1 z 0 'f' `^ N rnO 525 v1 O ,n mo c� co "' ❑ o rn' 525 INV IN: 514.Zo TO 38B 5�5 5�5 > 'Q" Ln Ln t- o z 525 STR: 8 VDOT STD. MH(-� -~ N > H "''~ -> ° F- INV IN: z 10 TO 8 co �' " ❑ `" ~ - 3 I O m Nd NZZ0 N� 54' 4 `TIn 0 TP=51g.9z > �,, � ,`I - - O Ln O INV OUT. 514.00 Tb EX. CULVERT STR:So VDOT STD. DI-3B (L=6 } n INV IN: 1 10 TO 8B OR � F- �- > > > 0- > TP=52o.17 U t°- z z z 5 4 3 m �nF- z z z Ln --- INV IN: 514.10 TO 48 °m - z ' �' ~ INV OUT: 514.gz TO 48 INV OUT. 514.00 TO EX. CULVER Fes- a > > 520 520 520 1n F- ? Z 520 - 520 520 IF[/ XISTING GRADE (TYP.) / PROPOSED GRADE (TYP.) I XISTING GRADE (TYP.) 515 15" RCP 5257 I 525 RCP 48.63 LF Qa o.ggg'a 515 24+� RCP � 515 15.6o LF Qa ot'g6�r6 24" RCP 15" RCP 11g gg LF Qa a•g9 17.o6 LF t7a 2.05% 18.82 LF @a 1.97% �5" RCP 15"RCP 10 10 510 48.67 LF @a 3.23% 27.81 LF t7a 0.54% 510 5 5 510 510 1 Ln In ° h O tD N r�1 di 0 N � � ri w d' N '6 d' 111 Lrl A Lf1 Ln Ln In Ln In L, V1 Ln t1 0+00 0+50 0+00 0+50 1+00 0+00 0+50 1+00 STR-44 -STR-38 STR-So -STR-38 SWM - STR-48 W rn O w a Ln JOB NO. 182152 SCALE Of l 1I1 _ 501 ti SHEET NO. 15 w 2: z j OLU i as z 5 p 0 S a W i ❑ > z w z J J U 0 C a� 0 U 3 dl In L a X 0 41 v� O V in C 0 V L 0 U L 0 v 0 0 U 7 L m C 0 U 0 E 0 a� N D U .s L 0 0 L V1 0 a a T C 0 L. 0 in - v in 0 0 C 0 s m v c v L 0 a L 0 Q) O s 3 a� U "O 0 L a 41 0 C a 0 E 0 c� z w w z z w U z J J 0 U 0 T L CL O L. a N 7 V X Ul N t Q) L. 0 C N E U O "O "O O v �U O N C 0 v n. m rn rr .r u- ::Ct:?Sf^: ♦ �^+� �!: o-aw .4 ♦ ": oft 44 `` - -,.PROPOSED DRAIN DRAINAGE D SCR1PTIONS �\ PIPE INFORMATION INLET INFORMATION ~ STIR. NO. DIA. LENGTH" SLOPE INVERT INVERI MATERIAL INLETTYPE Curb SLOT RIM (in.) (ft.) (°!°) IN OUT Type LENGTH ELEVATION 20 DI-313 CG-6 10 566.63 19 15 30.23 1.06% 559.67 559.35 RCP 18 DI-313 CG-6 12 566.33 y 17 15 151.22 4.29% 559.25 552.77 RCP 16 DI-36 CG-6 6 559.83 15 15 86.44 3.38% 552.67 549.75 RCP 14 DI-313 CG-6 8 556.84 13 15 122.34 4.15 /° 546.33 541.25 RCP 12 DI-3B CG-6 6 548.2$ \ 11 18 120.58 2.89% 540.90 537.42 RCP \ 10 DI-36 CG-6 6 543.92 9 18 54.69 2.14% 535.17 534.00 RCP 8 MH CG-6 0 541.17 7 24 62.15 1.75% 529.67 528.58 RCP 6 DI-313 CG-6 10 534.25 5 24 76.74 1.63% 523.50 522.25 RCP 4 DI-313 CG-6 8 527.58 3 30 91.33 0.71 % 520.17 519.52 RCP 2 MH CG-6 0 526.00 \ ` 1 30 65.70 0.64% 519.42 519.00 RCP 4B DI-36 CG-6 8 527.67 4A 15 27.72 1.12% 520.58 520.27 RCP l� 10B DI-3C CG-6 8 544.08 10A 15 28.96 2.59% 537.50 536.75 RCP 12B DI-313 00-6 12 548.27 \� 12A 15 34.09 1.17% 541.40 541.00 RCP 24 DI-313 CG-6 6 559.83 t 23 15 55.27 1.63% 554.00 553.10 RCP 22 DI-313 CG-6 8 559.92 \ 21 15 28.73 0.80% 553.00 552.77 RCP 36 DI-3B CO-6 8 561.08 35 15 55.41 5.38% 555.33H546. RCP \� 34 DI-36 CG-6 6 558.17 \ 33 15 99.78 5.16% 551.25 RCP 32 DI-313 CG-6 8 552.00 31 15 54.30 5.52% 546.00 543.00 RCP 30 DI-313 CG-6 6 548.33 \ 29 15 46,01 3.26% 541.00 539.50 RCP \ 28 DI-3C CG-6 8 544.00 1 27 15 28.05 2.92% 537.17 536.35 RCP 26 DI-38 CG-6 6 543.83 25 15 25.56 2.93% 536.25 535.50 RCP 28B DI-313 00-6 6 545.33 28A 15 50.81 1.97% 539.00 538.00 RCP 30B DI-36 CG-6 8 548.50 I \ 30A 15 27.75 1.44% 541.50 541.10 RCP 346 DI-313 CG-6 8 558.67 + 34A 15 28.70 0.80% 551.58 551.35 RCP 1 44 DI-1 CG-6 0 521.00 1 x 43 15 48.63 0.99% 516.75 516.27 RCP \ 42 DI-313 CG-6 8 521.08 + 41 15 27.81 0.54% 516.17 516.02 RCP J 1 40 0I-313 CG-6 8 521.00 39 15 48.67 3.23% 515.92 514.35 RCP 38B DI-3C CG-6 8 519.83 38A 15 15.60 0.96% 514.25 514.10 RCP 38 MH CG-6 0 519.92 j 37 24 117.50 2.23% 514.00 511.30 RCP } + 50 DI-313 CG-6 6 520.17 1 f 49 15 18.82 1.97% 514.92 514.55 RCP 48 DI-1 CG-6 0 519.50 47 24 17.06 2.05% 514.45 514.10 RCP SWM 0.0 CG-6 U 523.50 { } j 24 118.99 1.99% 516.92 514.55 RCP 1/r 42B MH CG-6 0 520.00 42A 15 66.17 0.73% 516.75 516.27 RCP k w.� ....... : v is?># w. � yf 1 w 1t` a I Public Drainage Easement Chart Pipe No. Size inches Max Depth (feet) P Easement Width Required feet Easement Width Prodded (feet) 3 30 4.5 13.5 20 15 1 5 6 .2 1 .7 5 20 23 15 5.3 3 9 1 20 25 15 j 6.0 15.3 20 29 15 1 5.7 14.7 20 J' �l •A. v Q (( / � � K `4yj`j %`k�4�,$.. � f h Ek ;�@rY�A�.:Yt �i. ;� ` :aA t .l+a. �....`.s s,p` : �:Y�4 �Flt: :Y:)r:: `ti �:: ^` J SH O my >r. L F \ �e ttk to k� NS � d ';k <_ No. 3579 FSkb: ,.,�� ��'` '^�.,.,,,,_'���+..,.."'.^_'•_ "'^•.... . �"`-.. ` �`r.'i,.-� '\,- "/ `- �".^`.^ '''� / r,,,,,�.- ` \ ui. k yx:�,Sfk �`�iA# S.rx �' !zy. r " ""!. `'�.�} V I "12 V G 1 1 t; n rY ar � •-. - ray>,_. .. �''---'-_ �--,_'``�.. / \ •. i`'``.. `\ �`\ ':z;�w,,: : _ ._ _u_.,,. NA Structure Area (Acres) Cw t, (Min.) 2 0.00 0.90 5.0 4 0.09 0.65 5.0 4B 0.15 0.55 6.0 6 0.11 0.75 5.0 8 0.00 0.90 5.0 to 0.12 0.70 6.0 10B 0.18 0.50 6.0 12 0.16 0.70 6.0 12B 033 0.65 6.0 14 0.14 0.65 6.0 16 0.12 0.70 5.0 18 0.42 0.70 6.0 20 0.35 0.70 6.0 22 0.18 0.70 6.0 24 0.04 0.60 5.0 26 0.05 0.75 5.0 28 0.11 0.70 5.0 28B 0.03 0.60 5.0 30 0.07 0.70 6.0 30B 0.09 0.70 5.0 32 0.15 0.60 6.0 34 0.07 0.70 6.0 34B 0.12 0.75 6.0 36 0.22 0.55 6.0 38 0.00 0.90 5.0 38B 0.06 0.85 5.0 40 0.15 0.70 6.0 42 0.14 0.65 5.0 44 0.21 035 11.0 46 0.00 0.90 5.0 48 0.11 0.30 6.0 50 0.10 0.60 6.0 5 W1V1 0.01 0.90 5.0 42B 0.84 0.55 10.0 ROOF 1 0.16 0.90 5.0 ROOF2 0.06 0.90 5.0 ROOF3 0.09 090 5.0 R00174 0.09 0.90 5.0 ROOF5 0.09 090 5.0 ROOF6 0.09 0.90 5.0 ROOF7 0.14 0.90 5.0 ROOFS 0,16 0.90 5.0 ROOF9 0.13 0.90 5.0 ROOF 10 0.14 0.90 5.0 ROOF 11 0.12 0.90 5.0 YD-1 0.27 0.30 9.0 YD-2 6.14 0.50 6.0 YD-3 0.17 0.50 6.0 YD-4 0.15 0.30 6.0 YD-5 0.13 0.50 5.0 YD-6 0.03 0.30 6.0 YD-7 0.05 0.30 6.0 YD-8 0.03 0.55 6.0 YD-9 0.09 0.50 6.0 YD-10 0.00 090 5.0 YD-11 0.08 0.50 6.0 YD-12 0.16 0.45 6.0 YD-13 0.07 0.45 6.0 YD-14 0.11 0.45 6.0 YD-15 0.10 0.50 6.0 YD-16 0.05 0.50 6.0 YD- 17 0.09 0.55 6.0 YD-18 0.04 0.75 6.0 YD-19 0.17 0.45 6.0 Yll-20 0.08 0.40 6.0 YD-21 0.17 0.50 6.0 YD-22 0.35 0.35 8.0 CULVERT 0.56 0.45 13.0 YD-23 0.01 030 5.0 YD-24 0.07 0.30 5.0 YD-25 0.04 0.30 5.0 YD-26 0.17 0.30 8.0 Yll-27 0.02 0.30 5.0 w � � W 3 0 � ro W Z 3 0 21- U a 5 a LU u? oo in `-' 1 Lu 1�• 1J4 f. M•'' > •� N N N �-�' •. ■ 1V1.• i N N z w V) z J 0 U 0 C U N C O U C N L fa fn Qj 4 x 41 _ O t o: X 0 m O U _ 91 N C 0 U L O c 0 o: c U v C 0 U _ N c 0 U 0 v E 0 C 41 .n ai .N U c L a� O 0 L a� N 0 a a f= v 0 -0 a3 v . Z) a� 0 c a t v c 0 L 0 0. C 0 a� P L c U U v 0 L a a� a� -Y 0 c 0 E 0 (D z it w w z 0 z w z J J 0 U 0 L a� n. a 0. �fA U x 0 s m 0 vi E _ U 0 v -o 0 v �U 0 vi fn 0 v c 0 N C v a. O In 0 Design Storm Year = 10 I `�H 0 SCQTT o U O,,�SSIONAL No. 05/19/2021 R. 35791 E INSZ ,--r �4 1 ` r i i c z W E E i (/� r) Z¢ W � O2 Q z0 H � w F--, LL � � ��wLU H O W W ob z (.n fe U LU w ca a ce w a Q w U) Z U z Z z ur Zd-S c z z a a ♦U V) W E O V) Z O U W a W V) W ce Z X U Z O w a W c_n Q N N o O N N •. G 1 r I�- cy) N M�. N N N Li U) 1 W J_ H V ) w ��" Q Q = v 3. W z LL J 1 U � W Q O Q t 1/ ` �.0 p ❑ LL ZW J W W Co l J� Y N O w Cie V=i JOB NO. 182152 q (�c SCALE N/A ,%'� SHEET NO. " 17 PIPE DESIGN n 0.013 Pipe Hydrology P e 7 ` Y to j U U W N N N ❑ <( � v � U U D S= N U � C F 4' •� u - N o j � L L � OU � � N r/l ._-.. ro ❑ ❑ w U � o - i Q- v > > F. O LL -x U tY Pipe run: STR-20 - SWM Basin 20 18 0.35 0.70 0.245 .245 6.00 6.35 1.56 1.56 559.67 559.35 30.2 0.013 0.0106 15 6.65 4.36 0.12 18 16 0.42 0.70 0.294 .539 6.12 6.32 1.86 3.40 559.25 552.77 151.2 0.013 0.0429 15 13.38 9.05 0.28 16 14 0.12 0.70 0.084 .124 6.39 6.24 0.52 7.01 552.67 549.75 86.4 0.013 0.0338 15 11.88 10.06 0.14 14 12 0.14 0.65 0.091 1.215 6.54 6.20 0.56 7.53 546.33 541.25 122.3 0.013 0.0415 15 13.16 11.07 0.18 12 10 0.16 0.70 0.112 .541 6.72 6.14 0.69 9.47 540.90 537.42 120.6 0.013 0.0289 18 17.86 10.19 0.20 10 8 0.12 0.70 0.084 .715 6.92 6.09 0.51 10.44 535.17 534.00 54.7 0.013 0.0214 18 15.37 9.33 0.10 8 6 0.00 0.90 0.000 .738 7.02 6.06 0.00 16.60 529.67 528.58 62.2 0.013 0.0175 24 29.93 9.76 0.11 6 4 0.11 0.75 0.083 .821 7.12 6.03 0.50 17.02 523.50 522.25 76.7 0.013 0.0163 24 28.88 9.55 0.13 4 2 0.09 O.fiS 0.059 .199 7.26 6.UU 0.35 19.19 5Z0.17 519.5Z 91.3 O.U13 0.0071 30 34.56 7.'L1 0.21 2 OUT 0.00 0.90 0.000 �.199 7.47 5.95 0.00 19.19 519.42 519.00 65.7 0.013 0.0064 30 32.81 6.90 0.16 Pipe run: S POINT DOW STR S"iREANI C"fURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF' Q INV RT ELEVA IONS LENGTH SLOPE DIA C CITY 'A- VEL FLOW "I'iME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER OWER FEET' FT./FT. INCHES C F.S. F.P.S. SEC 20 0.35 i U.7U U.25 U.25 6.UU 6.35 1.6 18 ' S59.67 5593s 3U?3 U.UIOb 15 .7 4.4 6.9 18 U.42 � U.7U 0.29 U.54 G.12 6.32 3.4 1 G 559.25 552.77 151.22 O.U429 15 13.4 9.1 16.7 1G 0. 12 0.7U O.aB 1.12 G.39 6 �4 7.0 14 I 552.67 549.75 86.44 0.0338 15 11.9 10.1 8.G l4 0.14 U.65 0.09 1.2 I 6.54 6 �0 7.5 12 546.33 S41.25 122.34 0.0415 15 13.2 ll.l 11.1 l2 0.16 I 0.70 O.11 1.54 6,72 6.14 9.5 !0 S40,9a 537.42 120.58 0.0289 18 17.9 10.2 11.8 10 0.12 0.70 0.(}8 1.72 G.92 6.09 10.4 8 535.17 534.00 54.69 U.0214 18 15.4 93 5.9 8 0.00 0.90 0.00 2.74 7.02 6.Ofi t fi.G fi 529.67 528.58 62.15 0.0175 24 9.9 9.8 fi.4 6 0.11 0.75 0.08 2.82 7.12 6.03 17.0 4 � 523.50 522.25 76.74 0.0163 24 8.9 9.G 8.0 4 0.09 a.65 O.OG 3?0 7.26 6.00 19 2 52U.17 519.52 91.33 0.0071 3U ' 4.6 7.2 12.7 2 U.UU 090 O.UU 3.20 7.47 5.95 19 UT 519.42 51LU0 65.7U U.U064 3U 32.8 G.9 9.5 4B 0.15 0.55 0.08 a.32 6.00 6.35 2.0 4 52 il il il n 0 c a� c 0 U c v a a� o_ x 0 N 3 rn c Y 0 c Y c 0 U 0 n s= 0 a, b a a c 0 U 0 U o. a v +J .E 0 c ai > U C aLi 0 m 0 s 3 m m 0 Q Q T C a 0 v a f x 11 CL cu SCOTT R, INS o }--f U No. 35791 05/19/2021c��' Z `�jpNAL E FZ- Z w O - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr V1 Z Qo� [� �/ W z U LU z 0 c � I- ~" m z U w w °� L Z V)` Z ca Q U) F z w E UU z w (D U Z Z a p 3 � w U 06 Z O U w Q. W> 7 Uj o }} z O w a W w a Q w W� ca a 0 N 0 N M 0 N � , `T-i o N O r M co - for inlets draining to starmwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr STRUCTUf� DRAINAGE [1 W N C'7 N N N G>( Uj J Z d W F-- ,tom v j J 7 O _ Q 1 D- ZQ w o v Y o o� U Q U W cD 7< Z - Ln W U) W "�� o 0 W LL Q J W W m tQ V N Wn ��1 }� �r LU o a LU (/) JOB N0. 182152 SCALE * gutter longitudinal slope of 0.001 should be used in a sump condition N/A - grate inlet (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread an depth SHEET NO. - for inlets raining to stormwater management facilities, the 6.5in/hr check storm will suffice for the Oyr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. 18 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr far spread, and 6.5 in/hr for capacity and dep t1) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet .s Q @ '� a � v � tin � C p_ � N v Y C N U O p � � }� U O l4 m � w c � x 'B o � � F o m p � � o � � � � x a. o � E C > U S v) W � � I d � Q CU O C� O cis cA (n H ro tiJ � L C� cot � 4 36 8.0 0.09 0.65 0.059 0.23 0.00 0.23 0.0726 0.0200 2.0 0.0833 4.1650 2.67 0.99 3.5192 0.1466 0.1652 5.53 1.45 1.00 0.23 0.00 4B 36 8.0 0.15 0.55 0.083 0.33 U.UO 0.33 0.07"L6 0.0200 2.0 0.0833 4.1850 3.03 0.99 3.5192 U.1466 0.165'L 6.38 1.25 1.00 0.33 U.00 6 3B 10.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0996 0.0200 2.0 0.0833 4.1650 2.86 0.99 3.5192 0.146fi 0.1652 7.02 1.42 1.00 0.33 0.00 10 3B 6.0 0.1'L 0.70 0.084 0.34 0.01 0.34 0.0'LOU 0.02U0 2.0 0.0833 4.1850 3.91 0.95 3.5192 U.1466 0.1593 4.50 1.33 1.00 0.34 U.00 12 3B 6.0 0.16 0.70 0.112 0.45 0.00 0.45 0.0505 0.0200 2.0 0.0833 4.1650 3.64 0.97 3.5192 0.1466 0.1622 6.58 0.91 0.99 0.44 0.01 10 12B 36 12.0 0.33 0.65 0.215 0.86 0.00 0.86 0.0505 0.0200 2.0 0,0833 4.1650 4.65 0.90 3.5192 0.1466 0.1520 8.99 1.33 1.00 0.86 0.00 14 3B 8.0 0.14 O.fiS 0.091 0.36 0.00 0.36 0.0603 0.0200 2.0 0.0833 4.1650 3.26 0.98 3.5192 0.1466 0.1637 6.33 1.26 1.00 0.36 0.00 16 3B 6.0 0.12 0.70 0.084 0.34 0.00 0.34 0.0223 0.0200 2.0 0.0833 4.'1650 3.81 0.96 3.5192 0.1466 0.1608 4.59 1.31 'I.00 0.34 0.00 18 3B 12.0 0.42 0.70 0.294 1.18 0.00 1.18 0.0319 0.0200 2.0 0.0833 4.1650 5.70 0.84 3.5192 0.1466 0.1432 9.27 1.29 1.00 1.18 0.00 20 36 10.0 0.35 0.70 0.245 0.98 0.00 0.98 0.0233 0.0200 2.0 0.0833 4.1650 5.65 0.84 3.5192 0.1466 0.1432 7.81 1.28 1.00 0.98 0.00 22 3B 8.0 0.18 0.70 0.126 0.50 0.00 0.50 0.0223 0.0200 2.0 0.0833 4.1650 4.44 0.92 3.5192 0.1466 0.1549 5.56 1.44 1.00 0.50 U.00 24 36 6.0 0.04 0.60 0.024 0.10 0.00 0.10 0.0162 0.0200 2.0 0.0833 4.1650 2.53 0.99 3.5192 0.1466 0.1652 2,42 2.48 1.00 0.10 0.00 26 3B 6.0 0.05 0.75 0.038 0.15 0.00 0.15 0.0200 0.0200 2.0 0.0833 4.1650 2.88 0.99 3.5192 0.1466 0.1652 3.11 1.93 1.00 0.15 D.00 28B 36 6.0 0.03 0.60 0.018 0.07 0.00 0.07 0.0353 0.0200 2.0 0.0833 4.1650 1.96 1.00 3.5192 0.1466 0.1666 2.70 2.22 1.00 0.07 0.00 30 3B 6.0 0.07 0.70 0.049 0.2U 0.00 0.20 U.U719 0.0200 2.0 O.U833 4.1fi50 'L.50 U.99 3.5192 0.1466 0.1652 5.11 1.17 1.00 U.2U U.QO 30B 3B 8.0 0.09 0.70 0.063 0.25 0.00 0.25 0.U659 0.0200 2.0 0.0833 4.1650 2.79 0.99 3.5192 0.1466 0.1652 5.54 1.44 1.00 0.25 0.00 32 3B 8.0 0.15 0.60 0.090 0.36 O.UO 0.36 0.06'27 0.0200 2.0 0.0833 4.1(i50 3.22 D.98 3.5192 0.1466 0.1637 6.37 1.2fi 1.00 0.36 U.00 34 36 6.0 0.07 0.70 0.049 0.20 0.00 0.20 0.0559 0.0200 2.0 0.0833 4.1650 2.62 0.99 3.5192 0.1466 0.1652 4.74 1.27 1.00 0.20 0.00 34B 3B 8.0 0.12 0.75 U.090 0.38 U.UU 0.36 O.Ufi17 U.0'L00 2.0 0.0833 4.1650 3.23 U.98 3.5192 U.1466 U.1637 6.34 1.26 1.UU U.38 U.OU 36 3B 8.0 0.22 0.55 0.121 0.48 0.00 0.48 0.0375 0.0200 2.0 0.0833 4.1650 3.96 0.95 3.5192 0.1466 0.1593 6.29 1.27 1.00 0.48 0.00 40 36 8.0 0.15 0.42.000.42 0.0348 0.020U 2.00.0833 4.1650 3.81 0.97 3.5192 0.1466 0.1622 5.73 1.40 1.00 0.42 0.0042 3B 8.0 0.14 E170.105 0.091 0.360.000.360.0348 0.0200 2.0 0.0833 4.1650 3.61 0.97 3.5192 0.1466 0.1622 5.39 1.48 1.00 0.36 0.0050 3B 6.00.10 0.060 0.24 0.00 0.24 0.0217 0.0200 2.0 0.0833 4.1650 3.38 0.98 3.5192 0.1466 0.1637 3.91 1.54 1.00 0.24 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.0'13 Inlet Hydrology Curb and Gutter Inlet 2 N Q. w U C _ O $ s cV t p T Q N U7 ;3 O y � p N W_ O C U N � Y � � U � S � O 'D U (6 � � '� � O w0 @ ❑ � � � m ill °, �, � N c X � N � O � o m •� o � o :I_- � � a, X a o s �° cis o- m o � cis L E > � <C U U O CJ CJ U cis � W m ul rn .:� � w Cl C) o tY 4 36 8.0 0.09 0.v5 0.059 0.38 0.00 0.38 0.0726 0.0200 2.0 0.0833 4.1650 3.20 0.99 3.5192 0.1466 0.1652 6.78 1.18 1.00 0.38 0.00 46 3B 8.0 0.15 0.55 0.083 0.54 0.00 0.54 0.0726 0.0200 2.0 0.0833 4.1650 3.64 0.97 3.5192 0.1466 0.'1622 7.91 1.01 1.00 0.54 0.00 6 36 10.0 0.11 0.75 0.083 0.54 0.00 0.54 0.0996 D.0240 2.0 0.0833 4.1650 3.43 0.98 3.5192 0.1466 0.1637 8.65 1.16 1.00 0.54 0.00 10 3B 6.0 0.12 0.70 0.084 0.55 0.07 0.62 0.0200 0.0200 2.0 0.0833 4.1650 4.88 0.91 3.5192 0.1466 0.1534 5.89 1.02 1.00 0.62 0.00 12 36 6.0 0.16 U.70 U.112 0.73 O.OU 0.73 0.0505 D.U2U0 2.0 U.U833 4.165U 4.37 0.93 3.5192 0.1466 0.1564 8.25 0.73 0.9U 0.88 0,07 10 12B 3B 12.0 0.33 0.65 0.215 1.39 0.00 1.39 0.0505 0.0200 2.0 0.0833 4.1650 5.58 0.85 3.5192 0.1466 0.1446 11.36 1.06 1.00 1.39 0.00 14 3B 8.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0603 0.0200 2.0 0.0833 4.1650 3.91 0.96 3.5192 0.1466 0.1608 7.84 1.02 1.00 0.59 0.00 16 36 6.0 U.12 U.70 0.084 0.55 O.UU U.55 O.U223 0.0200 'L.0 U.U833 4.'165U 4.57 0.92 3.5192 0.14fi6 U.1549 5.75 1.U4 1.U0 0.55 O.UU 18 3B 12.0 0.42 0.70 0.294 1.91 0.00 1.91 0.0319 0.0200 2.0 0.0833 4.1650 6.84 0.75 3.5192 0.1466 0.1300 12.04 1.00 1.00 1.91 0.00 20 3B 10.0 0.35 0.70 0.245 1.59 0.00 1.59 0.0233 0.0200 2.0 0.0833 4.1650 6.78 0.77 3.5192 0.1466 0.1329 10.02 1.00 1.00 1.59 0.00 22 3B 8.0 0.18 0.70 U.126 0.$2 O.UU 0.82 0.0223 0.0200 2.0 U.U833 4.1650 5.32 0.87 3.5192 0.1466 0.1476 7.02 1.14 1.UU 0.82 O.UU 24 36 6.0 0.04 0.60 0.024 0.16 0.00 0.16 0.0162 0.0200 2.0 0.0833 4.1650 3.04 0.99 3.5192 0.1466 0.1652 2.97 2.02 1.00 0.16 0.00 26 3B 6.0 0.05 0.75 0.038 0.24 0.00 0.24 0.0200 0.0200 2.0 0.0833 4.1650 3.45 0.97 3.5192 0.1466 0.1622 3.86 1.55 1.00 0.24 0.00 286 3B 6.0 U.U3 U.fiO U.018 0.12 O.UU 0.12 U.0353 0.02U0 2.0 U.U833 4.165U 2.35 1.UU 3.519'L U.1466 U.1666 3.31 1.81 1.UU 0.1'L O.UU 30 3B 6.0 0.07 0.70 0.049 0.32 0.00 0.32 0.0719 0.0200 2.0 0.0833 4.1650 3.00 0.99 3.5192 0.1466 0.1652 6.27 0.96 1.00 0.32 0.00 30B 3B 8.0 0.09 0.70 0.063 0.41 0.00 0.41 0.0659 0.0200 2.0 0.0833 4.1650 3.35 0.98 3.5192 0.1466 0.1637 6.83 1.17 1.00 0.41 0.00 32 36 8.0 0.15 0.60 0.090 D.59 0.00 0.59 0.0627 0.0200 2.0 0.0833 4.1650 3.87 0.96 3.5192 U.1466 0.1668 7.90 1.01 1.00 0.59 0.00 34 3B 6.0 0.07 0.70 0.049 0.32 0.00 0.32 0.0559 0.0200 2.0 0.0833 4.1650 3.14 0.99 3.5192 0.1466 0.1652 5.82 1.03 1.00 0.32 0.00 34B 36 8.0 0.12 0."l5 0.090 0.59 0.00 0.59 0.0617 0.0200 2.0 0.0833 4.1650 3.88 0.96 3.5192 0.1466 0.1608 7.86 1.02 1.00 0.59 0.00 36 3B 8.0 0.22 0.55 0.121 0.79 0.00 0.79 0.0375 0.0200 2.0 0.0833 4.1650 4.76 0.90 3.5192 0.1466 0.1520 7.93 1.01 1.00 0.79 0.00 40 3B 8.0 0.15 0.70 0.105 0.68 0.00 0.68 0.0348 0.0200 2.0 0.0833 4.1650 4.57 0.92 3.5192 0.1466 0.1549 7.22 1.11 1.00 0.68 0.00 42 3B 8.0 0.14 0.65 0.091 0.59 0.00 0.59 0.U348 0.0200 2.0 0.0833 4.1650 4.34 0.92 3.5192 0.1466 0.1549 6.80 1.18 1.00 0.59 0.00 50 38 6.0 0.1 D 0.60 0.060 0.39 0.00 0.39 D.0217 D.0200 2.0 0.0833 4.1650 4.05 0.95 3.5192 0.1466 0.1593 4.87 1.23 1.00 0.39 0.00 U FLOW TYPE INLET "TYPE AREA (FTl PERfNIETER A C I Q INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr far spread, and 6.5 in/hr far capacity and depth Mannings oefficient, n is 0.013 Inlet Hydrology Curb an Gutter Inlet a � � ui w m-°� a U lU � N � fq Q, V S o L � 0�1 U � to O C c a, a u o o rn u ,� c o o .3 u � a o m 3 � o � left 0.05 0.50 0.025 0.10 0.00 U.10 U.0010 O.U'L00 2.0 U.0200 1.0000 4.33 right 0.13 0.50 0.065 0.26 0.00 0.26 0.0010 0.0200 2.0 0.0200 1.0000 6.20 10B 3C 8.0 carrtrined flow 0.4 0.06 0.124 2.83 left 0.06 0.70 0.042 0.17 0.00 0.17 0.0010 0.0200 2.0 0.0200 1.0000 5.26 right 0.05 0.70 0.035 0.14 0.00 0.14 0.0010 0.0200 2.0 0.0200 1.0000 4.91 28 3C 8.0 combined flow 0.3 0.05 0.111 2.55 left 0.03 0.85 0.026 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0833 4.1650 4.36 right 0.03 0.85 0.026 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0833 4.1650 4.36 386 3C 8.0 combined flow 0.2 0.04 0.085 1.94 * gutter longitudinal slope of 0.001 should be used in a sump condition -grate inlet (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread an depth - for inlets raining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inle size for structures determined by overland flow. Pipes have been sized to include overlaid flow as well as yard inlet and roof drain drainage areas. INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth Mannings Coefficient, n is 0.013 Inlet Hydrology Curb an Gutter Inlet m @ U C p O $ N O >NO O w rn � � o 5TRl1CTl1RE DRAINAGE (TN) FLU\V •IYPEJA INLET TYPE � YLRtr�1GILR {FT) A (ACRES) C t (INlHR) ()D (C'FS) YD-1 4" N to last Yard Irilet 1.4 21.73 0.27 0.30 4.a0 0.324 4.35 t�VEIRFLOW YD-1 4" N 'lo last Yard Irilet 1.4 21.73 0.27 0.30 6.50 OS27 0.=18 WEIR FLOW YD-I 24" N -10 last Yard Inlet- 50%clo ed 0.7 10,87 0.27 0.30 4.aa 0.324 0,55 WEIR FLOW YD-I 24" Nvlo lass Yard Inlet- SU%club<red U.7 10.87 U.27 U.3U 6.50 0.527 U.77 WEIR FLOW YD-2 12" N -lo last Yard Inlet 0 � 11.19 0.1�4 0.50 �4.QQ 0.280 U.a9 Wl;llt FLOW YD-2 12" N rlo last Yard Inlet 0 �4 11.19 0.14 0.50 6.SQ 0.�455 1},GS WEIR FLOW YD-2 12" N • o last Yard Irilet - SU%, clogged a.2 5.60 0.14 O.SO 4Aa 0.280 0.78 WEIR FLO W YD-2 12" N o last Yard Inlet - 50% clou cd 0.2� 5.b0 0.14 0,5U 6.50 Q.455 1.8G WEIR FLOW YD-3 12" N to Iasi Yard Intel U.4 11.19 O,17 a.50 4.aa 0340 U.SG WEIR FLOW YU-3 12" N �lo�last Yard Inlet 0.4 11.19 0.17 0.50 G.50 (}.553 U.78 WEIR FLOW YD-3 12" N •l;o last Yard Inlet - 50% clogged 0.2 5.60 U.17 0.50 4.00 0.340 1.0=1 W1JIR FLOW YD-3 12" N ' o last Yard Irilet - 50% clogged 0.2 5.60 0.17 O.SO 6.50 O.SS3 2.7=1 tiVEIIt FLO W YD-4 12" N 'lv last Yard Irilet 0.4 11.19 0.15 0.30 4.oa 0.180 0.37 WEIR FLOW YD-4 12" N -lo last Yard Inlet 0.4 11,19 0.15 0.30 6.Sa 0.293 0.51 WEIR FLOW YD-4 l2" N Flo Iasi Yard Intel - SU% clogged U.2 5.60 U.I S U3U 4.UU U,18U U.58 WEIR FLOW YD-4 l2" N l;o last Yard Inlet - SQ% clogged 0.2 S.fiO 0.15 0.30 6.SU Q.293 U.81 WEIR FLOW YD-5 2" N to last Yard Irilet 0. 11.19 0.13 0.50 4.OQ 0.260 U.={7 WEIR FLOW YD-5 12" N 'lo last Yard Irilet 0.4 11.19 0.13 0.50 6.50 0.423 O.GS WEIR FLOW YD-5 12" Nvlo last Yard Inlet - 50% clogged 0.2 5.60 0.13 0.50 4.aa 0.260 0.75 WEfR FLOW YD-5 12" N �lu last Yard Inlet - 50% clogged 0.2 5.6Q 0.13 a.50 6.5a U.423 1.G0 WEIR FLOW YD-fi l2" N �lo�last Yard Inlet U. 11.I9 U.U3 a30 4.U0 0.03fi U.13 WEIR FLOW YD-G l2" N rlo last Yard Inlet 0. l 1 L19 0.03 0.30 6.5 0.059 0.17 1}.l7 WEIR FLOW YD-6 12" N • o last Yard Irilet - SU% clogged 0.2 S.bO 0.03 0.30 4.00 0.03G 0.20 WEIK FLOW YD-6 12" N o last Yard Irilet - 50% clogged U.2 S.bO 0.03 0.30 G.50 0.059 0.28 WEIRFLOW YD-7 12" N to Iasi Yard Inlet U.4 1 1.19 UA5 U,3U 4.aa U.U6U 0.18 WEIR FLOW YD-7 12" Nylo last Yard Inlet 0.4 11,19 U.US U.3U 6Sa U.U98 0 �4 WEIR FLOW YD-7 12" N to last Yard Inlet - 50% clo��<red 0.2 S.fiO 0.05 030 4.Q0 (}.OfiQ U.28 WEIR FLOW YD-7 12" N •lo last Yard [islet - 50% clogged 0.2 5.60 0.05 0.30 6.50 0.098 I1.39 W111K FLOW YD-8 2" N �lo last Yard Irilet 0.4 11.19 0.03 0.55 4.Oa a.U66 0.19 WEIR FLOW YD-8 12" N •Iv last Yard Inlet 0.4 1 1.19 0.03 0.55 6.50 0.107 a.2G WEIR FLOW YD-8 12" N �Icr Iasi Yard Intel - Sa% clogged 0.2 5.6{) U.U3 U.55 4.Ua U.06G U.3U WEIR FLOW YD-8 l2" N o last Yard Inlet - 5U% clogged 0.2 5.60 OA3 (}.55 6.5a 0.107 0.=11 WEIR FLOW YD-9 12" N Flo last Yard Inlet 0 �4 11.19 0.09 0.50 4.aa 0.180 (}.37 WEIR FLOW YD-9 2" N to last Yard Inlet a.4 11.19 0.09 O.SO 6.Sa 0.293 0.51 WEIItFLOW YD-9 12" N o last Yard Inlet - 50% clou cd 0.2 5.60 0.09 0.50 4.Oa 0.180 OS8 WEIR FLOW YD-9 12" N -10 last Yard Inlet- 50% clog ed U.2 5.60 0.09 0.50 6S0 0.293 0.81 WEIR FLOW YD- I I l2" N rlo °last Yard Inlet 0.4 11.19 0.08 0.50 4.OQ (}.1fi0 U.34 WEIR FLOW YU-11 l2" N -10 last Yard Inlet 0 �I 1 L19 0,08 0.50 G.SQ 0 �GO U.47 W!✓IR FLOW YD-11 12" N • v last Yard Irilet - SO"/r, clogged 0.2 5.60 0.08 0.50 4.00 0.160 f).Sa WEIR FLOW YD-11 12" N • o last Yard Inlet - SO% clou ed 0.2 5.60 0.08 Q.SO 6.50 0 �60 U.75 WEIRFLOW YD-12 12" N 'lo last Yard Inlet 0.4 1 1.19 0.16 U.45 4.a0 U.288 0.5U WEIR FLOW YU-12 12" N to Iasi Yard Inlet 0.4 11.19 U.16 U.45 fi.Sa U.468 0.7U WEIR FLOW YU-12 l2" N l,o last Yard Inlet- SU%clo gyred U.2,2 5.G0 U.16 U.45 4.UU 0.288 U.BU WEIR FLOW YU- l2 12" N l;o last Yard Irilet - 50% clogged 0? S.6Q 0.16 0 �45 650 0.4G8 1.97 WEIR FLOW YD-13 2" N •lo last Yard Irilet 0.4 11.19 0.07 0.45 4.a0 0.126 0.29 4VEIRFLOW YD-13 12" N to last Yard Irilet 0.4 11,19 0.07 0.45 6.Sa 0.205 0.�10 4VEIRFLUW YD-13 12" Nvla last Yard Inlet - 50% clogged 0.2 5.60 0.07 0.45 4.Ua 0.126 0.46 WEIR FLOW YD-13 ]2" N Flo last Yard Intel- 50% clogged U.2 5.6U U.U7 U.45 6.5U U,2U5 U.64 WEIR FLOW YU-14 12" N -lo last Yard Inlet 0 �4 l 1.19 0,11 0 �45 4.OQ Q.198 (}.39 WEIR FLOW YD-14 12" N to last Yard Irilet 0.4 11.19 0.11 0.45 6.SQ 0.322 U.S={ WEIR FLOW YD-14 12" N o last Yard Irilet - 50% clogged 0.2 5.ba 0.11 0.45 4.00 0.198 0.62 WEIR FLOW YD-14 12" NY lo last Yard Inlet - 50% clogged 0.2� 5.6Q 0. I I 0.45 6.Sa 0.322 093 WEIR FLOW YD-IS 12" Nylo laslYaed Inlet U.� 11.19 U.]U U.50 4.UU U.2a0 0.29 WEIR FLOW YU- 15 l2" N Flo Mast Yard Inlet U.4 11. I9 U.l U 0.50 G.50 (}.325 U.=1U WEIR FLOW YU-1S 12" NY lo last Yard Inlet- 5U%clo6 clogged 0.2 S.GO 0.10 0.50 4.00 0.2U0 (}.=16 WEIR FLOW YD-15 12" N • o last Yard Ir a z 1I Z Z it rn z J O U 0 c m m c 0 U c v 3• m m ar L n. X .N 0 rn c 0 c 0 U L C O U 0 c 0 rn c n c 0 U 7 N C Q U v 0 c ai .N U c i a� 0 m 0 s a� 0 a L 7 Q T c a 0 v a� n 0 c a v c 0 L a n. c 0 0 c 'o v v 0 o_ i v n 0 c T 0 E v r= 0 U z w z w z 0 U 0 T L a 0 L a "N U X a N v 0 C E U O v -o m a �U 0 a v c 0 m c a n. ar ar PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE (MIN.) CANOPY STREET TREE QUANTITY SITE QUANTITY TOTAL CANOPY CANOPY TREES AR ACER RUBRUM O TOBER GLORY OCTOBER GLORY RED MAPLE 1-1/2" cal. 397 17 6749 AS ACER SACCHARU GREEN MOUNTAIN GREEN MOUNTAIN SUGAR MAI LE 1-1/2" cal. 195 7 1365 ASL LEGARY SUGAR MAPLE ACER SACCHARUM'LEGACY' 1-1/2" cal. 195 16 3120 BN BETULA NIGRA I RIVER BIRCH 10-12' ht. 397 18 7146 GB GINKGO BILOBA' RINCETON SENTRY' PRINCENTON SENTRY GINKGO 1-1/2" cal. 14 3 42 LSR LIQUIDAMBAR ST RACIFLUA ROTUNDILOBA AMERICAN SW17ETGUM 1-1/2" cal. 206 1 2266 QB QUERCUS BICOLO SWAMP WHITE OAK 1-1/2" cal. 299 4 1196 QC QUERCUS COCCIN EA SCARLET OAK 1-1/2" cal, 370 9 3330 QP QUERCUS PHELLOS WILLOW OAK 1-1/2" cal. 370 2 8510 QS QUERCUS SHUMAIRDII SHUMARD OAK 1-1/2" cal, 329 30 9870 UAP PRINCETON ELM ULMUS AMER[ CANA'PRINCET N' 1-1/2" cal. 397 1 5558 UPA ULMUS PARVIFOL)A JALLEE ELM 1-1/2" cal. 366 2 1 732 UNDERSTORY TREES CFA CORN US FLORID APPALACHIAN SPRING DOGWQOD 6-7' ht. 124 10 1240 MG MAGNOLIA GRANDIFLORA TITTLE GEM' LITTLE GEM MAGNOLIA 6-8' ht. 82 13 1066 MV MAGNOLIA VIRGI ICA SWEETBAY MAGNOLIA 6-7' ht, 113 10 1130 PA PRUNUS SUBHIRT LLA'AUTUMNALIS' AUTUMNALIS CHERRY 6-8' ht, 77 3 231 SCREENING MN ILEX'MARY NELL' MARY NELL' HOLLY 4-5' ht. 44 8 352 PS PINUS STROBUS EASTERN WHITE PINE 4-5' ht. 118 22 2596 JV JUNIPERUS VIRGI IANA EASTERN RED CEDAR 4-5' ht. 16 25 400 SHRUBS CJ CALLICARPAAME ICANA AMERICAN BEAUTYBUSH 24" min 12 78 936 IG ILEX GLABRA'SH MROCK' SHAMROCK INKBERRY HOLLY 24" min 23 59 1357 JN JASMINUM NUDI�LORUM WINTERJASMINE 24" min 154 (excluded fr m canopy) 55 0 MP MYRICA PENNSYL, ANICA NORTHERN BAYBERRY 24" min 79 54 4266 NHD NANDINA DOME TICA HARBOUR DWARF NANDINA 24" min 156 149 23244 VB VIBURN UMX BU KWOODII BURKWOOD VIBURNUM 30" min 22 55 1210 VP VIBURNUM X PRAIGENSE PRAGUE VIBURNU 4-5' ht 36 13 468 TOT L: TOTAL: 88380 v� Owl MAN! i •�• 11 fur7 VAR, WIDTH LANDSCAPE MAINTENANCE EASEMENT DB.—PG.— DOUBLE STRAND ##12 GAUGE WIRE WITH RUBBER HOSE &TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 213 OF BALLAS SHOWN SCARIFY SUBSOIL TO 4" MIN, DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #h2 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNKABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTEDSUBGRADE Tree Planting and Staking Detail Not To Scale TOTAL ACREAGE OF SITE: 8.78 AC DENSITY: 6 UNITS/ACRE REQUIRED CANOPY: 76,491 SF (.20 * 8.78 AC * 43,560 SF/1 AC) TOTAL DESIGNED CANOPY: 88,380 SF ij�► III' ' ® . �1a y ■ �Wrl Spiiikdi®'iZen-m �0011 IN 11 � - Evergreen Tree Planting Detail Not To Scale 1992 3.38 TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2t` HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 213 OF BALLAS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE Source: Va. DSWC Plate 3.38-2 u1 - 401 _ .$ y K ` q \ V ftV IIY11 1 I Ir1LL ULVIIV VIV IIL II IL 11 \l'% 1`lln-rU C'VV I I[KI L.JLLIY IIVJ01&1r% \\,`I tL . f -.✓ •. '. t..-.•I�Y'Qfl ° }✓1 .1 \•'.� 1 �\'•• '\: k.': IVF I\ .. ,. :\'�. '.-k1 1\`I \,\ \� _./ / ( TI r'V!> Ki Tn AI�T/\f� AAIr\ IKICf]C/iTCf1 AAlfl Aftf'f�!\\ICf\ OV TLJC !�!\I IAITV CAI ICI AICCOIAII� . c� .' � • r . ► tr.' •: . - , •;� I I �1, ° " ,, \ . � J y; , CSN E : •!-..rt.. ;: '� ; `: ';:; ( ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS (ITEM NUMBER: ERNMX-181)ATA VAR. WIDTH LANDSCAPE ( , ..'' 5C ,,.. ;:.:::.':::.:::::.::::: LOT Q .. I I ,� , ; ; ' L `.. a u ' • .:4 • .. ' � I •}.1}} 3 i �." RATE OF 6o LBS. PER ACRE OR 1 LB. PER s o0o SF. GRASS MIX IN THESE AREAS SHALL MAINTENANCE EASEMENT 39.E TMP 45-86 DB. PG. / . ` ` ` ` ' OPv ,1fiC6 Pt �° - i � L:I1 ' ' '.� . �` � � ::� PROVIDE PERMANENT STABILIZATION AND SHALL NOT REQUIRE MOWING. :1 I i L; _ — _- s-.: `--. 4 := 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE ALBEMARLE SOCIETY FOR THE TMP 45-112F MATC EDICATED TO_THE HOA — — — — — PREVENTION OF CRUELTY TO N F FOUNDATIONS LLC - _ =. — — ` > + }' MAINTAINED AT, MATURE HEIGHT; THE TOPPING 0FTREES IS PROHIBITED. SHRUBS T :� _ ' :+ ' ' ' sIL C A D REE HALL BE PRUNED MINIMALLYAND ONLYTO SUPPORTTHE OVERALL ANIMALS INC C 0 FO UNDATIONS CHILD DEVELOPMENT S E E S H E ET 20 4 AR' I I• :; — -- s• 3 FA N T S S DB 2096 PG III / �. In : ''` ill ,' OF THE PLANT. DB 2834 PG 1 .: I; . `\` I �.' � � � / �'� ` �., �:, — `,• w.w�•;, � � "�—�,4•�•� , HEALTH ! .�''+ Y. 3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ` ;1 UAP I''r' I ° / { �••` .` ` ��`y ~ ` ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES 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 AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA •QPE PALS HH� Wl 1 ANSPO " �•_ i. 'I . ; ; SL .. :" . AT • v n i i GB 4. ALL TREES SHALL BE PLANTED ArMINIMUM OF 3' AWAY FROM ANY SIDEWALK, CURB, OR ASPHALT TO MAINTAIN A MINIMUM CLEARANCE ZONE. 'PROPOSED M + N •� ,y{_ ,t.l_. \ `� ����,, �� FACILITY _ •y� \`: \ �4` , \ NOTE: STREETTREES PROVIDED 5o' Q.C. AND 5'-10' FROM PROPOSED UTILITIES. 3 CFA s �2. ALL SITE PLANTINGS of TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE �.' . ... — •..' ?.• �• ' � t t . • • • ' I:.(�.'l.' ''': - • ` ;.' , r QS MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR ' • . ,. , ..: � - �?,x �-w �ti �r�`!�,�.,u • { - �~ 3 r ANDTREES SHALL BE PRUNED MINIMALLYAND ONLYTO SUPPORTTHE OVERALL SIGHT DISTANCE TRIANGLES ti ADJACENT TO INTERSECTION S ••�,� •'r f / 4'� �'�� /:� �` ��`� _ HEALTH OF THE PLANT. D E BETWEEN 2 AND FEET T c�. ` '--� ° " TOTAL STREET FRONTAGE = 2 ' MUST BE MAINTAINED IN AREA W N 7 \-•�.-••'.'•.'••,.•. '.'-:•.. �.•�. _��./ryV _� ... .... �� .. ++.,�.��a� , _ 3• 4( 74 ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT 1Q /'. ` UAP ' ` ` \ 4 — — REQUIRED STREETTREES: 86 (1TREE PER EVERY 5o OF STREET FRONTAGE) LINES AND ACCOMMODATE PEDESTRIANS. h• it 1 .i �. PROPOSED STREETTREES: 95 :1f34 R FRONTAGE O E8 ' OF ST STREET ALONG EMPIRE STREET N T REQUIRED STREETTREES: 28 fir• PROPOSED STREETTREES: 28 ;: NOTE: s,o:0 of STREET FRONTAGE ALONG SWEDE STREET �g REQUIRED . •+. , � R STREETTREES: 21 r> U� . •IRE PROPOSED STREET TREES: 22 ) _- -•-'.�� . ,� a NOTE: s761 OF STREET FRONTAGE LONG MARsAC STREET REQUIRED STREETTREES: 28 - -- PROPOSED STREETTREES:18 �- - — "...,' • `'' . -. ::::.=::.•::•::' . ':'::: • •.'.:-r'`; •-::: •<_,_ :~:.;::.,':..:.: ::..::::::::::::::::::':::: A::.�..... __. _�� _----~ �" ` ��__- -- NOTE: 72o OF STREET FRONTAGE ALONG WOODBURN ROAD REQUIRED TREETTREE :1 .-•-r. S S - -- 5 V _ • - - ' ' ' ' •' ' '' '' ' - � r PROPOSED STREETTREES:1g :::: • ;'_:, - `` ` ---' - r NOTE: 276' OF STREET FRONTAGE ALONG BERKMAR DRIVE (331'-55' INT.) R DRIVE _ ._,.-.- ` R UTE f �03 f r �f- s REQUIRED STREETTREES: 6 PROPOSED STREET TREES: 8 l~- -- \ 4. PARKING LANDSCAPE REQUIREMENTS REQUIRED PARKING LANDSCAPING =13 PARKING SPACES @a 1 TREE / so SPACES = 2 TREES REQUIRED l _ •--`` r f TOTAL TRESS PROVIDED ADJACENT TO PARKING SPACES = 26 TREES PROVIDED 5. (1) PARKING LOT TREE WAS REMOVED ON THE ADJACENT PROPERTY WITH THE MODIFICATIONS TO THE ENTRANCE AND PARKING LOT. THIS PARKING LOT TREE IS (_'_PAPHIC SCALE BEING REPLACED WITH (i) CIS TREE AS SHOWN ON THE LANDSCAPING PLAN. r 30 0 15 30 60 ( IN FEET ) 1 inch = 30 It. 120 i 0�� SCOTT/R. CDLLINSZ No. 35791 ' 05/19/2021 aNAL _ _ Z 1 d 1 LU z I V) 0 a J , Z �2 i 1 LU a Q 1 N z o I m , V) Cf) W� J 1 Z 1 w E z o LU j V) 0 Z S o o LU loe LU W a Lin ' Q H ce i N N -1 ,� ,- <C i r1 I1 O\i "I M 1 T d o r, o a t M N 4 C) 1 N 0 N N z 41� fl.l LU �Hn IV ) Q z H LL 1 0 0 _j L.L `W 0 Icy— W co z_ Q v U*) 0 z >J rn rn Li 0 LU JOB NO. 182152 SCALE 111 _ 301 SHEET NO. 19 z L1.1 w z C� z w 07 Z J 0 U 0 C a� c 0 V c m •L 3 In v) xx s 7 0 0 N 0 Q 41 c O U 0 fn 0 c U L fn C O U O .jJ Q) a) E 0 41 U C V > V 0 0 s 0 a 0- T C O v 7 N O C O L c 0 L 0 0. c 0 0 s U O a a-+ 0 c T 0 E 0 Z W w Z z W V) z J J 0 U 0 > a-+ L U a L a U > V x m s a� L N c v D V 0 -a 0 U O rN V) 0 C a 0 a a) w a� . s TMP 45-76A '�- =- �•.,� - ESTES, ISABEL T z5 JN \ VAR. WIDTH LANDSCAPE'``- DB 308 PG 386 13 NHD AINTENANCE EASEMENT TMP 45-76D =:� -_ -- o MP \DB. PG. BRANDT, JOHN E B DB 1628 PG 128 �o VB--- I \ IG TMPI 45-76 WEBER, LEWD A LIVING TR DB 4998 PC 441 LEGEND: RECREATION AREA TURF TMP 45-76B JOHNSTON, JACOBA RAY DB 3677 PC 444 TMP 45-75 WEBER, LEWIS A LIVING TRUST DB 4998 PC 433 SCOTT R. NSA No. 35791 05/19/2021 -,SrpNAL F'�W' Z ❑ OI a- u n C Zz 0�z W J u c � � ❑ YJ H m = H C W ¢" ❑ ceZ H U) z w f-. l 2: z i O LLJ U7 V otS z S O a orL LU W a- U) d H ce LU i ❑C a I z w V) z J J 0 U 0 fn c 0 U C N fn V) N 0- x v v s 0 0 c 0 u 7 L C 0 41 L 0 C O c "D C O U U L N C O U O U N 0 c 7 .Q a 'm U C-. L U } N O 0 L 3 v 0 a L Z) 0- T C O L O -0 N ul 7 N f 0 C O s C O L a a c L U 0 s C p N U 7 "D O L a v L v 0 c T O E -0 C O Z_ fy W W Z_ (7 Z W V) Z J J 0 U O T L U Q. O L Q a) > .N U x L c) Ln 41 C Q) E 7 0 0 'p "D N C3 U 0 V) V) O V C O C O Q N v N 570 570 570 570 565 565 HT. OF 56o OBJ.=3.5' 56o LINE OF SIGHT (TYP. / V / 555 �O� 555 / 550 i 550 EXISTING GRADE (TYP. — — i 1, 545 / Zf HT. of EYE=3.5' 545 540 540 OO 535 P�` 535 06' PROPOSED GRADE (TYP.) 530 530 525 525 T. OF .� OBJ.=3.5' 520 520 515 515 O W ri t � rl 6 A N U) N N fh 11 N N rL Ly h W O >t CT1 M Q? O m 4 M 00 . Lh co 't r1 N .i ri U1 .i h N m L d "� ri m 00 O � �!) h ri OCD Ln Ln Ln 00 N nj m to Ln N O r1 d, m Ln tD Ln r1 ri lD Ln N Ln Ln Ln Ln N Ln Ln M Ln Ln (n Ln Ln Ln to Ln Ln Ln Ln Ln In Ln Ln Ln Ln Ln 550 0+00 o+5o 1+00 1+So 2+00 2+50 3+00 3+5o 4+00 4+50 5+00 5+50 SWEDE ST (NORTH) &EMPIRE ST INTERSECTION SIGHT DISTANCE 550 XISTING GRADE (TYP.) 545 545 HT. OF oBJ.=3.5' ` 540 540 535 535 s � cyTo� T,yy 530 ` 530 1 525 525 HT. OF PROPOSED GRADE (TYP. \ EYE=3 5' 520 I ,520 515 r- 515 00 �ry CTt N h *f L. w Cn N rn Cn Ln �t Ln Ln furl j Ln M Ln N Ln N ri Ln N Ln 0+00 0+50 1+00 1+50 2+00 2+50 565 565 AT. OF 0BJ.=3.5' \ 56o \ 56o LINE OF SIGHT (TYP.) \ yT0 \ ST��c 555 555 \ 550 550 \/—EXISTING GRADE (TYP.) 545 HT. OF \ 545 YE=3.5` PROPOSED GRADE (TYP. 540 540 %y T��s 535 535 t o 530 ' 530 525 525 ` \ HT. OF O BJ.=3.5' 520 \ 520 515 515 N m LD Ln ri U1 cV 00 do ul h f. ^ �i LI1 Ln Ln rl Ol m '1 ' tb 4 W .t Ln 4 O W i Ln O O m w Ln ' h Ul p n m h ry N Ut N N O Op rt N N 00 N rn co N ri Ln 00 ci rj ry Ln Ln Ln Ln Ln Ln 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 5 570 XISTING GRADE (TYP. I56S 56o HT.OF 0.131=3.5' 1 555 LINE OF SIGHT (TYP HT. F 'EYE=3.5' / SWEDE ST (SOUTH) &EMPIRE ST INTERSECTION SIGHT DISTANCE 20 200 ROPOSED GRADE (TYP.) HT. OF 0131=3.5' 570 565 .t 00 Ln rJl m Q O O O j h V1Ln Ln w w LD W W W tD LD Lin Ln Ln Ln Ln LWn En LW Ln Ln Ln Ln +00 0+50 1+00 1+50 2+00 2+50 3+00 3+5 56o l 555 1 FscoTT R. NSA O +—{ U No. 35791 20)21 ONAL a W W u � � L Z c Z 0 J L < Z LL U w o z a z o m > U W Q u 'L i z W rn C) W o � N o �S z S O i _ U a j 0W W V) i L-j H (n Ce 1 Lij d N CS 00 ri N � M 00ri N N N N N ri N N L 1 CD Lu Vl MM� L'! 0) N N z o N N Q du I- V) z I — 565 565 S60 HT. OF S6o LINE OF IGHT (TYP. / sb 555 , G�'z1\ 555 (STING GRADE (TYP.) i 550 ROPOSED GR DE (TYP.) 550 f T. OF / 5450�1=3.5, /` 545 540 540 536 538 OY O� Q1 It 00 Ln co p r1 C6 Ln 00 Q H ^ NLn L�f1 Ln Lin LYf Ln ;--i W p w +25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+25 a � IMARSAC ST & SWEDE ST INTERSECTION SIGHT DISTANCE �s2�O. z Y z a z n z J J J O Q) U C N U3 L a x Q) Y 0 1 rn s= O 41 7 L N C O U L ❑ 10 ZI 0 U N C O U O -0 a� O C a� N U C Ql ❑ O O O t a, ul a ❑_ T c ❑ L 0 0 C N C ❑ L ❑ a L O v a� U 7 L N Q) 0 c a 0 -❑ r- z 1r L LI w z z Ld z 0 v 0 41 ❑. 0 L. d N U x L L v) r Q) E U O "O -0 U .0 O w N "O C O N ❑ O_ ZIVATE ENTRANCE & EMPIRE ST INTERSECTION SIGHT DISTAN( EMPIRE ST & MARSAC ST INTERSECTION SIGHT DISTANCE 590 585 585 T. OF OBJ.=3.5' �� 58o 580 INE OF SIGHT (TYP.) �. SIGy p 575 S Tq C N'3.901 575 570 570 565 EXISTING GRADE (TYP.) RH OF HT DISTAN E=390' 5&5 HT. OF �3.5' OBJ.=3.5' �J PROPOSED GRADE( TYP. 555 555 Lf} rl O 00 � O In'Lfl r^l ` M 0 Ln N 00 0 06 6d ni N LO 00 [V rl w L() M . r1 Ln pj Lfy 0 Ul Ll? O Ln O N Ln Ln Ln Ln Ln Ln Ln Lf1 th W) Ln Ln 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 EMERGENCY ACCESS & WOODBURN RD INTERSECTION SIGHT DISTANCE r,2r, 525 SIT DISTANCE=390' HT. OF OBJ.=3.5' - . _ `` HT. OF 520 ,-- EYE=3.5' " 520 PROPOSED GRADE (TYP. ;:7 GHTDIS-r 525 EXISTING GRADE (TYP. --�_ 515 1 --- HT. OF _ O BJ.= 3.5' 510 1 I 520 C19 a) Ol O ri O N Lnri 00 rl Ln rl N O ri ri 00 O 00 chi O DO Ln C) 00 N U) 1p O tt? O � O � rl M O ri ri Ln N Ln N Ln N Lfl N N Ln Ln N N Ln Ln N N Ln vi N rl V) L!1 N ri vi Vl H ri � Ln � rl Ln LIl r� L!'1 Lfl L!1 Ln Ln 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 EMPIRE ST & BERKMAR DR INTERSECTION SIGHT DISTANCE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 20( ( IN FEET ) 1 inch = 50 ft. 9� v1 SCOTT R. .�INS� No. 35791 ,�tl a5/19/2az1 o��SStONAL 15 a d U) IL W � � u z Za < 0 z H LL104 < V U U) W 0 <Q p m > > ` W LU a u ce 9 W 0 W j � � < o i w Z 5 O 3 � U S a W W LLJ V LU Y A a z A n z J J O C O Ln c U L in Ln v a x aj s 3 o` 13 C O 4+ U 7 L N C O U O c c 'v .v c O U 7 N C O U O -0 IV E 0 L= ul U in L 0 ❑ L 3 in 0 CL D CL c 0 L 0 ul 0 C Cl in c v L ❑ LZ O O O t 3 C v U 0 L. CL L ❑ 41 O L_ Cl E C V Z (i LiJ W Z Z W V1 Z J J O U 0 L a� a 0 L a v W z U x v N L v 0 rn c a� E U O Gl -c+ v_ �U O w to ul C ❑ N C ❑ O_ O N t