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HomeMy WebLinkAboutSUB202000004 Plan - Other (not approved) 2021-03-05GENERAL NOTES OWNER: IMP 45-112F1; IMP 45-112F2; IMP 45-84A; & IMP 45-85 BERKMAR DEVELOPMENT, LLC 2496 OLD IVY RD CHARLOTTESV ILLE, VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST SUITE K CHARLOTTESVILLE, VA 22902 (434)29J-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 IMP 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 RESIDENTIAL 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 2510) = 2.19 AC TOTAL OPEN SPACE PROPOSED: = 2.365 ACRES (26.99) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND DEDICATED TO THE HOA. TREE PRESER VA 77ON: NONE REQUIRED WITH THE DEVELOPMENT IMP 45-84 &` 45-84A2 PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 4 ALBEMARLE SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON SOCIETY FOR THE THE EXISTING CONDITIONS PLAN SHEET PREVENTION OF CRUELTY TO ANIMALS, INC BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET BUILDINGS SHALL BE 1 DB 2096 PC III 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 LOT SIDE. • NONE - MIN. 10' BUILDING SEPARATION Lory REAR: 20' MINIMUM. NOTE- COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND THE LIKE ARCHITECTURAL 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 - / � LOTS - WATERSHED: SOUTHFORK RIVANNA RIVER WATERSHED \ L` LOTz AGRICULTURAL/ FORESTAL DISTRICT. • NONE BERKMAR OVERLOOK FINAL ROAD &UTILITY PLAN SUB2020=00004 RIO DISTRICT - ALBEMARLE COUNTY, VIRGINIA 45-76A ESTES ISABEL T DB 3 8 PC 386 IMP 45-76D BRANDT, JOHN E DB 1628 PC 12 / r LOT 6 OPEN SPACE / r ' r ' WEBER, LEWI A LIVIN TRUST \ DB 4998 PC 441 /I IMP 45-76B JOHNSTON, JACOBA KAY ---,DB 3677 PC 444 LOT LOTS OPEN SPACED::: \.. IMP 45-75 I LOT WEBER, LEWIS A LIVING TRUST 9 DB 499E PC 433 LOTio LOT az ' I � I LOT as LOT ¢3 LOT zy � � t � LOTS I / S LOT26 TOPO &SURVEY.' TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, ✓UNE 2018. THE � �LOTi Lari7 BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE 2018. �� - ; - / ;E-P'e'r v OPEN SPACE E i z8 OPEN SPACE L I IN DATUM: NAD 83 LOT 19 � <_ EXISTING VEGETATION: PARTIALLY WOODED (IMP 45-112F7&45-112F2 ARE WOODED & IMP 45-84A&45-85 — --� HAVE BEEN CLEARED AND WERE PREVIOUSLY USED AS A CONSTRUCTION STAGING SITE) ' LOT zo / I LOT Sz - _ � -- LIGHTING: NO SITE OR STREET LIGHTING IS PROPOSED WITH THIS PROJECT. ANY SITE 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 -STREET PARKING) = 13 SPACES + (2) FUTURE PARKING SPACES (THIS IS WITHIN THE ALLOWABLE 201- PARKING INCREASE). PHASING. THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE BUILDING SITES: PARCELS 1-52 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: TWO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE THESE CEMETERIES WERE FIELD VERIFIED AND DELINEATED BY DARBY O'DONNELL, LLC IN NOVEMBER 20188, FIELD EXPLORATION WAS PERFORMED AROUND 774ESE CEMETERIES WITH A PERMIT FROM DHR AND THIS SITE PLAN REFLECTS THE FINAL LIMITS OF THE 2 CEMETERIES ONSITE. THE FINAL CEMETERY REPORTS WERE SENT TO DHR IN DECEMBER, 2018, 1DEN77FY7NG AND ESTABLISHING THE LIMITS OF THE CEMETERIES AS CURRENTLY SHOWN ON 774IS 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 PROPERTIES OR WITHIN THE LIMITS OF THIS PROJECT AREA. FLOODPLAIN: THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP1151003CO229D, DATED FEBRUARY 4, 2005. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION 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 WITHIN SECTION 32.7.9 OF THE COUNTY CODE. A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE 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 AREA: REQUIRED RECREATIONAL AREA: 52 UNITS x 200 SF = 10,400 SF PROPOSED 10,400 SF (0.24 AC) INCLUDING (1) TOT LOT (2,515 SF) & (1) RECREATION FIELD (7,885 SF) TOT LOT AREA SHALL INCLUDE THE FOLLOWING, Al A MINIMUM: ONE (1) SWING (FOUR SEATS) '> ONE (1) SLIDE WITH TWO (2) CLIMBERS ONE (1) BUCKABOUT OR WHIRL TWO (2) BENCHES RECREATIONAL PLAYFIELD OPEN SPACE• STREAM BUFFER OPEN SPACE N/A REC. AREA OPEN SPACE: 14,335 SF (0.J29 AC) (0.24 AC MEETS ACTIVE 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. J65 AC) OFFSITE EASEMENT• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE WITHIN EXISTING _ - IjjJ -__ � - LOTn I ' s ' LOT a .; .. `: <.. .:.. I � I LOT So -___ i LOT 23� -- I — OPEN SPA SO I � , LOT 49 -- - OT 44 LOT 48 TM 45-86A 1 - 10T43 >, ALBEMARLE S CIETY FOR THE , _ --- '� "LOT y7 , PREVENTION 0 CRUELTY TO I - ANIMAL ,INC DB 5108 P 549 LOT 25 IMP 45-82 N/F THIRD MESA, LLC DB 5002 PC 606 IMP 45-82A N/F THIRD MESA LLC DB 4841 PC 138 - I LOT z6 � I I. I � _, I` ,: � \ `, ---- � �. IMP 45-81 k - - N F THIRD MESA LLC LOT ;z LOT3a II �� DB 4841 PC 138 111 III LOTS I\ 1 LOT III LOTS II I LOT 27 LOT z LOT z LOT o LOT39 IIII LOT38 LOT 37 LOT36 35 4 4 I N - 4 I LOT zB z9 I L_ — ---- ----- - -- --1_- L f/ II OPEN SPACE / LOT 30 `..~-.-.........�..........�.M� r IMP 45-112F L - - — - - — - � N/F FOUNDATIONS LLC ; OPEN SPACE IMP 45-86 \ CIO FOUNDATIONS CHILD DEVELOPMENT _f DB 2834 PC i N/F ALBEMARLE SOCIETY FOR THE Q PREVENTION OF CRUELTY TO ANIMALS INC DB 2096 PC 111 \ � , 1 ' 11 ! , swM ROUTE \ I I F � - - BERKMAR 1403 1 - -- - �--- _ STATE RIGHT-OF-WAY OR OR WITHIN EXISTING EASEMENTS.. NO OFFSITE EASEMENTS ARE NEEDED FIRE FLOW CALCULATION: AREA CALCULATIONS NOTES: PROPOSED WITH THIS DEVELOPMENT. LAND USE AREA ACREAGE 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. NFF=(C)(0)[s+(X+P)] =1,750 x o.85 x [1+(0.22+o)] =1,815 GPM x o.5o (SPRINKLERS) = 95o GPM NFF LOTS 4.340 AC (49.4%) 2 ONLY 1 DWELUNG PER LOT SHALL BE PERMITTED. n * * A OPEN SPACES 2.073 AC (23.7%) C-i8FA o. -i8 2. 6 0 0. -2 oGPM ROUNDED ( ) 5 5 3, 3 5 ,75 (ROUNDED) RIGHT: WAY 8.773 AC 23.7/0 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=i.S 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=2FLOORS 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 o' AWAY BUILDING EXPOSURE BETWEEN i-ioo 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 (ioTH EDITION) 5o% REDUCTION IN NFF FOR AUTOMATIC SPRINKLERS ALL STORMWATER MANAGEMENT FACILITIES, 52 SINGLE FAMILY ATTACHED UNITS - CODE 220 ADT: 381 VPD (igo.5 ENTER/ igo.5 EXIT) AM PEAK: 24 VPH (6 ENTER/ 18 EXIT) PM PEAK: 29 VPH (18 ENTER/n EXIT) STREAM BUFFERS, FLOODPLAIN, AND MANAGED/PRESERVED SLOPES = 74%. THIS AREA IS GREATER THAN THE REQUIRED 20%. GENERAL BUILDING DEPARTMENT NOTES., 1. WHERE 774E FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW 774E ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN 7HE PUBLIC SEWER, 7HE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN 774E PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VAL VE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGL Y. J. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM 7HE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECT70N PERFORMED BY THE BUILDING DEPARTMENT. VICINITY -TAP ;SCALE: 1" = 2000 Sheet List Table Sheet Number Sheet Title i 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 io UTILITY NOTES & DETAILS 12 ROAD AND WATERLINE PROFILES 12 SANITARY SEWER PROFILES 13 SANITARY SEWER PROFILES 14 DRAINAGE PROFILES -D DRAINAGE PROFILES 3.6 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 203.8INTERNATIONAL 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 ANY ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY (PHASE II), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF CONNECTION TO THE DEVELOPMENT. LEGEND ROADS a EXISTING CULVERT 0 CULVERT 0 DROP INLET & STRUCTURE NO. CURB O CURB & GUTTER 0 PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS T 2w EXIS77NG CONTOUR y0p PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVA DON APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTI CTLII Lic. No. 035791,E 'p 01/25/21 c� l �'Slnn,nT Ear' z W z O ~ z w F ~ z w F � 3 N d � U f o z f o z Z � F w 0 z z 5 z 5 R LL 0 O (n LL C O LL LL C O LL w N � Q W W W I1 w V/ 14 Z ON W O N O N O W o z , z a u U a f 0 f 1 0 w o z � J a u a W u a W o � w z w w Of z z N N N N N N N QN N N N N N M M:0 N M M c� N U z A� 1 _ > U � M o M /J L` 3 N � g M a , J o o O W N H� a C) N ' NZD W 0 0 W o W Q t J J Q 0 o r U) O a LU �� LLI LU LLJ t O � � z E U Qa = LL.I o a U L.L i LLI Y 1 O o W V C > o p '^ v l O a o C) ^ JZ w W LU w z LUZ w z U) O o U JLU < Q o a J Qa CD U O O N - N LU G Lu 0 w x a I� JOB NO. 182152 1" _ 401 SHEET NO. 1 It TMP 45-7 NOTE: THE RWSA 12" WATER MAIN IN WOODBURN ROAD / ✓ / I I /y / / BE , LEWIS A LIV C T UST i l / I / HAS A HGL OF 795'. PRIVATE PRESSURE REDUCING DB 4998 PC 33 / / VALVES SHALL BE USED AT THE SERVICE CONNECTIONS. SE: RESIDEN TMP 6B RURAL AREAS / W/w w - �� / 0 JACOBA KAY w ' / `i /�� / TMP 45-82 — DB 3677 PC 444 / / f / / N/� PHIR�MESA, LLC / I USE: RESIDENTIAL w — / / / DB 5002 PG 606 QDERURAL ARE '/ USE: VACANTR6 RE NTIALTM TMP 45-82AWEBE LEWIRUST 1 \ %/`��� - - - - - //DBT 484� PGSA38LCDB I / 605 �� / - -` I J 14F �s`/USE: VACANTUSE:// ° _ �' RURAL AREAS Y / �36 \v TREE LINE RESIDENTIAL Pp / `� I \ \ti / TMP 45-81 I / 't\ E STINGF g0 �, (TYPICAL) EXISTINGMIXOFEVERGREEN \ / HY NIT / i1gN �/ / I - - - - N/F THIRD MESA LL I / / / $ I / & DECIDUOUS TREES TO w E ISTING' 12" C /' TP E g0� 151 1oag6 J EXISTING, 012" BE REMOVED / / / I \ � / DB 4841 DE 138 TIA / S pG / \ CMP CULVERT / / E: RESIDENTIAL G SCOTTIR. CD,LLINS'Z Lic. No. 035791,E n_ 12/11/20 ,O'i z z 0 z a 0 0 0 0 N z z w z z z 5 5 0 U) 0 0 Lu RW WATER INE / / / / \ \ / ' / / \ - �w �/ _ — ESIDENTIAL TMP/45-76D �w / ���. / / / w I / o 0 / \ / BRANDS, JOHN E B EXISTING TREEL RWSA WATERLI EI- \ w — / / / / O wCD CD / EXISTI G 042" `9 / / / /� , 5�^' s5 \ \ I I N N DP/1628 PG 12 / f — CMP ,CULVERT USE: VACAN w o ° TMP 45-85 / "� / / / / / / \ \ \_ RURAL AREAS w/ �9 y1"� /BERKMAR DEVELOPMENT, LLC s�fl' / i' / / ' w CONSTRUCTION ate\ � EXISTING ENTRANCE �6 DB 5136 PC 015 / / / aTMP 45-89 / 5�— DEBRIS TO BE REMOVED / / BEItKMAR DEVLOPMENT, LLC TO BE REMOVEQ EXISTING MANAGE \ \ w /WITH FINAL BUILD I I /5136 PG 21 y i S8o21 o4"E �w I // / / W / \ EXISTING BOUNDARY / / 41, / EXISTING WATER METER & i STOCKPILE I � \ SLOPES / � �/ � � , 54 / -SERVICE TO BE ABANDONED g1 0 ° ` /' PIPE \LINE TO \pE VACATED ` / �' / / / _ 72•� /// / / / wm z Z Z BAC �IQ THE CORP STOP TO BE REMOVED i p / / TREE LINE f / / - J w / w /ASPHALT (TYPICAL)%aP 45-7 / fi / / LIMITS OF EXISTING /k0 0E/ / / v f a a / /' \ I \ — -548- — — / \ ; — — — — CU RB TO BE REMOVED / / / / / `� D N N DB S08 PG /� `I / / b i — / w M a a i RES NTIAL / \+ I / / \ I l / / EXISTING / / - - - - 535 - / / / z a AREAS �� \� / I / I I MANAGED/ II 0 /BERKMA$ DEVELOPMENT, LLC �/ / '/- - DB 51 ZY PG 602 / TMP 45 112F2 J // / /i > / 9 ! / b - iBERKMAR -DEVEEOPMENT, LL / f /� �. ,y EXISTING BOUNDARY / / CONSTRUC�fON / \ \ 5 ti�i / / CHAIN LINK C o�, LINE TO BE VACATED / DEBRIS / \ - - / 1 \ \ _ - - -/� - - - _ - - - �� h DB 5129 PG 602 FENCE \ CHAIN LINK $ / / I T¢ BE REMOVED / - / \�-sas- - ---- / / TO BE REMOVED ,y o v v ss v FENCE ti° / / I I / v l �- - � - c,� -j - s� - v TO BE REMOVED o',/ / I I I - - EXISTING ENcn=zsa.ar I 5L' 1 5 DUMPSTE / ) I I I I "� / ISTING BOUNDARY '/ — b _ en0ius=siersz' / / // /// gg -Asa - _; — EXISTINB3C ARY S OPES- / EXISTING MIX of EVERGREEN \ 1 TO /BE ROVED I I I 1 LINE TO BE VACATED: j \ LINE TO BE VACATED ,- - - ` - - / // I 1 / �s /EXISTING 20' SANITARY & DECIDUOUS TREES TO GRAVEL DRIVE MET RY / / I — — BE REMOVED EXISTING CURBI� — — — / / / // SEWER EASEMENT TO -BE 3 REMOVED / // // / DB. z z, PG.z43 z5 6 - \ o. FOR TURN LAVE- IFIC M0DATI �5 TRAILERS x 2 / TO BE REMOVED CONCRETE \ V / v / / �,--�2� / FIRE HYDRANT TO / / / , / � � 65'x90' 1 I TO BE REMOVES EXISTING / /\\ \ \ / / / / / ^I, / j I / / BE REMOVED & REPLACED v BUILDING / 1 / / A A /i��, XISTINO MIX OF EVERGREEN DECIDUOUSTT ES TO I EXISTING ENTRANCE I I _ EXISTING BE MODIFIED + _ _ / \\ \\ TO BE REMOVES 1 `q `' \ CONCRETE //I — REMOVED F�R NEW ACCESS TO DEVELOPMENT/ � \ \ , � � /// / `- EXISTING I — — 4�BE REMOVG / / // EXISTING HEADWALL FOR TWO (2) 024" \ \ \ RIP -RAC l / I / / I \ CULVERTS TO BE REMOVED. THE EASTERN \ 5a CONCRETE \ MANAGE / 1 �/ t CULVERT SHALL BE DEMOLISHED BACK TO THE 6 �\ TO BE EMOVED / \ SLOPES I / -/ 37'x85' BUILDING \ / \ `\ / I / IV� /f ,' ti� \ \\\ I J / PROPERTY LINE, AND FILLED WITH FLOWABLE TO BE REMOVED \ — / \ \ I I r \ / I / / / �\ �\ / / \ \ {� — \ FILL. THE WESTERN 024" CULVERT SHALL BE CEMETERY �6 s �I / MODIFIED TO HAVE A NEW UPLAND DOGHO USE /I HA 07, MH. BOTH 024" CULVERTS SHALL REMAIN 4oUNDER B RE. BUILDING / APPROXIMATE TO BE REMOVED Qa / / s LOCATION OF WELL \ \ \ I I I I I \ \ / \ \ 1 Q a 18' S>> / PER DB 424 PG 152 / \ I I I 1 "� \ / I oo� / / TO BE REMOVED I / �bbL 1 / �m 4' / \ TMP 45-112E / \ CONCRETE I GRAVEL AREA I \ f ( o / \ TO BE REMOVED / STORAGE 1 \ � / , / \ / Jtv � � / MCMA IOZV, K-V N J & STEPHEN ( (" / iC�VON ST / CONTAINERS DB 1453 PG-36 BE REMOVED / \ 1 ' ' / 1 \ / Q I 4 \ 4 / CHAIN LINK / / / ` y rya / 3 �F ZONING=HC - - - T P 45-8,(& 45-8 2 _ _ FENCE / / I \ \ \ \ \ / / �� Pia I 4� y� 4� / / - , USE: VACANT A SOCIETY FO THE ® - - TO BE R MOVED \ U / \ \ / \ N \ \ / 4}�`� I •` ' XISTING 301.6 PREVENTION OF CRUELT TO \ � / \ "s � WOOD FENCE \ Q 4� / ANIMALS, INC \ �6a 6� / \ \ / / / QP RWSA WAT RLIN � K � \ \ \ / / / BENCHMARK: LIMITS OF EXISTING CURB / DB 2096 PC 111 �' 31 _x8 ` - �` / ) \ \ DI RIM-518.87 r AND CONCRETE SIDEWALK BUILDING \ I USE: VACANT �O BE D- / \ V '� \ / / / PTO BE REMOVED R6 RES lAL ti / EXISTING MIX OF EVERGREEN > \ \ / / L TMP 45 112F 10 / / & DECIDUOUS TREES T /%/ N/l' FOUN ATIONS LLC \ l / _ BE REMOVED A A / / A K A � � ( C 0 FOUN ATIONS CHILD �w V s4 591 ' -/- \ / / DE LOPMENT \ \ I I / sar'w DB 2834 PG OO1 \ I ' USE: DAYCARE CENTER / LIMITS OF EXISTING \ / ALBEMARLE SOCIETY FOR THE - 2� 1 / ti6 \ \\ \ \ \ 6 RESIDENTIAL / CURB AND / \ PREVENTION OF CRUELTY TO _�\\ 3 v LANDSCAPING ISLAND \ ANIMALS, INC / \ \ \ TO BE REMOVED / — — — DB 5108 PC 549 I I OF E / � >'5� 5 I // vv �vv o(,91 // I / R R' - TMP 45-1112 I I WOOD, STUARD R. JR & MARGARET E. , - J , - - DB 4751 PG 579 TMP 45 -86 / / I �' ' � / / / � ZONING=HC - - ALBEMARLE SOCIETY FOPS THE , - - - - _ USE: VACANT I �l>�EVENTION OF CRU TY TO / � � � � � / / i � / / , / � _ NOTES: ----- � / / ANIMALS, IN 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP / /' DB 2096 Pp III / NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. / USE: KENNELS / 2. TOPOGRAPHY PROVIDED BY ROUDABUSH & GALE, FIELD COLLECTED IN JUNE, 2018. — — — — — — — — — — — — — /' C1 COMMERCIAL / THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN NOVEMBER 2019. - _ _ — — — — _ 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED STEEP SLOPES ARE LABELED. / — — — — — — — 4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. /' / / \ \ / / / / / / / \ \ — — — — — \ — / 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 / // ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL — ' / / \ \ / / / / / _ _ \ \ I 1 ( , �P Q ph \ ,�4Q' w REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 x131. / \ \ \ / / / / / / // \ /' — \ \ I I I / i / JT � �� \ / / \\ A� Q PC,3 M^ ' 6. ALL EXISTING BUILDING WATER LINES FROM THE WELL AND EXISTING DRAIN LINES\� — — — AND DRAIN FIELDS SHALL BE REMOVED IN ACCORDANCE WITH VDH GUIDELINES - ' �1 \ \ \ \ / / / / \ / / / 1 / Q AND REQUIREMENTS. 7. ALL OF THE INDIVIDUAL INTERNAL PARCEL BOUNDARIES WILL BE VACATED WITHIN THE PROJECT BOUNDARY. F_ -4 - --- _ 8. DRAINFIELDS EXIST ON THE PROPERTY FOR THE EXISTING STRUCTURES. THE / C3 / /APHIC SCALE / / /p <"0 20 / / 40 80 \ �16 LOCATION OF THE DRAINFIELDS IS UNKNOWN. THE EXISTING DRAINFIELDS SHALL BE LOCATED AND ABANDONED DURING CONSTRUCTION IN ACCORDANCE WITH VDH GUIDELINES AND REQUIREMENTS. _ v i ------ - ---------- IN FEET ) I / // // / / /� �i� / // 1 �ich = 40 ft. N N N N N N N H N N N N N N Q co .\+ f 00 .\i O\) 0 M .--i N M f"1 M l l W � �A W N m N W N z W J J_ U) W O z Q WU Lu Y in H z LU Lu U) Q H� H� ZD 06 U) 0 0 O Q Z J OU z c� Z I- 1 U) w O 0 LL] O Q Lu co u w w a u= JOB NO. 182152 SCALE lit =40' tj co y' LOT 1 r„ ++ I _ O �� vvI I n z ATM I �� x� Xk PROPOSED OPEN SPACE C `\ RECREATION �PV'� - PLANTING SED 6' - = PROPOSED 5' DETAIL THIS SHEET \\ \\� /6 99 yoR D.B.PG. Albemarle County 49 IN PROPOS � TOT LOT o:3z9ACRES \ FIELD \ o (S o 1ti o- yyo' TRIP 24 CONCRETE SIDEWALK 114 z, 1 sf \ PROPOSED VDOT \ P C �ON x5 TH z' ENCROACHMENT C FIr� �, ^ N, I N s s OP N SPACE HEREBY j;�g5 sf \ c� FR 15 Public Road Acceptance Procedure OFF 1g' M1f1.1. FI 'I Q • eSEE SHEET 3, \ STD. CG-1z (TYP.)- ° LOT - DEDI ATEDTO THE HOA \ �z TMP 45-82 p — x TYP. -�.- j x 44 A ' FOR EQUIP.°; D ? o ( ° " D Z o o m DESIGN PROPOSED 6' \ o s- a N/F THIRD MESA LLC The processing and inspection of public roads is administered b VDOT. The County is not involved in O �� _ 2 �' rN D PROPOSED STREET o d P g P P Y $ z5 MAX. SETBACK m - 3 n ^ ^ o PLANTING STRIP a /^ a this process until the road is read for acceptance. When the road is read for acceptance, provide the ✓ LOT 48 E P E P s �° 7c v SIGN (TYP.) \ 0o .0 o. P Y P Y P P 1� � z5' MAX. SETBACK \ � x C` ,: �' - __ SCOTT R. LLINS'ZI 0 PROPOSED VDOT (6)PROPOSED ON -STREET \ \ Z 15 F m following items to the County. z' ENCROACHMENT �_ i I I P Z o \ ` \ \ Lic. No. 035791 STD. CG-9D (TYP.) 11z' f m PARKING SPACES (8'x2o') o yy �o \\ r lob' - I I m : ' n m \ ° x$ \ o / \ Fr, TMP 45-82A 1. Inspection Request and fee 4 q o L9S-43� o r r CL"ti3 \ - tio/ \ m ,�, 12/11/20 N I r` Ln _ / C �, o� (,�j \\ \ N/ F THIRD MESA LLC A form and fee are requtred for each prof ect as mdicated on plans or bonds, or as requested for board resolution if p� Ino A-X pT;10 5 ox PROPOSED WALL 1n -.`,, �" - - + 1kx5i •�P o smaller phases or individual roads are recommended for acceptance. is G1 y z N 1 n n v I E�/ 25' MAX. SETBACK o spo L E� LOT o_ X D z N N PROPOSED STOP SIGN TYP. 2. As -built Ian approved b VDOT, and copies of all recorded drainage easements, sight easements, and NA 47 m� MAX. HEIGHT=3' o N ( �N( / �- P PP Y P g OR STOP SIGN (TYP. - ^ + a N FR o r \\ right-of-wayplats. Plats should be copies of the actual recorded documents from the Clerk's office. 1' ENCROACHMENT I a Lo c+ � \ 5/ m o- - do Q1 T'o.� _ �` ' _ _ - - - - - - -v'i '� ,xi1 \ G, i- o- LOST 24 An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not Z M TBAC�12 + 5 - - - -- - - rri ° \ Y�3 N ROPOSEDNOPARKINGSIGN(TY .) alwaysfollowthispaperworkorpolicy,butforbondreleases,especially whereVDOT has not yet accepted the road, °o o� ' FRONT SE _ + TI - - d DISTANCE z8o' - N 13+5 j y Z o- , \ the minimlm requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and a N PROPOSED DRY CURB r ~' Zt T_ m - 20o'R c ys2 \ PROPOSED WALL easements. m N 6 79' _ PROPOSED VDOT y2+5° 3oo'R I o .. o SEE DETAIL SHEET g N - I ua = 1 +00 _ - " \ '�AX. HEIGHIi 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. z r o ; + o_ .STD. CG-12 (TYP.)- - 3. y \ >s ?+ PROPOSED STREET SIGN (TiTP Y P p z z :o PC: i0+1y. 6. o -n - - - _ - - ---- ; v-; . - \ - �- o p �, \ Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of F P h _ 1?+O T' - I t ' • ' ' ` I' '' .' I; ' -- : " -'3O s !' - "\ \ \ I -o- LOT z �` o- \ Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six d o 0 _---- o �t7 3 -� II - TP I x 5 weeks before actual acceptance takes lace, and VDOT issues a formal memo to the co with the road additions and U 9 0 \,T� y1+oo $7RE'.ET n T,+ . r 4 z8 "_ _ \ - \IGoo ; tn� y Z T'o O / new route numbers. This final notification is needed for bond release. For artial bond Telases rior to this, some vvi z z 335R Imo- y1+5o SWED 3 z8' PROPOSEDVDOT \ \ n ti m o\ / P P w z z y$' • ` f _ n .y yy correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters 0 z z 0+00 10+50 PROPOSED STREET SIGN (TYP. _ -� -- 2OI STD. CG-9D (TYP.) II - - `'y f'� \ approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A Z 5 5 y D 1 '_ p� e VARIABLE WIDTH TYP.) __, + \� \ 1'-ENCROACHMENT/ a ( 11 - o I - \ final punchlist inspection report from VDOT can be used for a partial bond re ease, but only if outstanding items are not O H• ` t 3' CK ` 'WALL AND MAINTENANCE oa\ \ \ 18' WALL AND n o 0 iiiiI VDOTSTANDARD o.. -- 3 TBA ANCE PROPOSED NO PARKING SIGN (TYP.) r.. too broad. If the punclilistisnot official,and only acourtesy review,itcarries much less weight. In any case, if there LL LL z. 34 O T_ E 2o'xzo' ` II ° o _ \ LOT 26 MAINTENANCE EASEMENT j 0 0 /TYPE3J3ARRICADE ' � . „z8 _ 8 � R \ EASEMENT J r ., �o'xzo' 8 \ \ azeproblems meeting the eligibility oroccupancy minimums, and itisnot known how long improvements may sit, or w w w (MIN.) x 1' \ \ N D.B. PG. 4 In _ 2O� D.B. PG. -r--� ZD'Xzo' 1 12 I \ Q � G' '- o- need replacement, partial releases may not be possible. � (2) FUTURE NO STREET PARKING 61 ' . _ —'�- a , PROPOSED 6' PORCH & C (TYP.) zoxzo (MIN.) GARAGE PT' _ \ v x all iu } , I MIN.) (MIN.) GARAGE `e h ,� y ? No - SPACES (8'xzo')SPACES SHALL BE F: zo' CONCRETE SIDEWALK (TiN ( PROPOSED NO PARKING SIGN (Tiw 117 N requested, P County 9 Y Y t- 3� zoxzo' n GARAGE c' Even if a band release is not re ueste an inspection from the Coun is required for an Count items a zoxzo' zoxzo' NI GARAGE _ V/ STRIPED OUT AS SHOWN UNTIL � (TYP.) (MIN.) Ili+ � W R � � G S� R� � PROPOSED WALL such as the street name signs, and any sidewalks or amenities that the County required but VDOT will not STREET IS EXTENDED INTO THE z0'xz0' (MIN.) (MIN.) I I VAR. WDTH WALL AND c N , • IN maintain. This final inspection by the County must be performed before the road can be recommended to Z 20'x2o' zo'x2o 20's�' GARAGE r \ \ U1LD� \ \4 MAX. HEIGHT=6' ADJACENT PROPERTY \ zo'xzo' -(Lill GARAGE GARAGE MAINTENANCE EASEMENT = I I 10 i (N11N7- (MIN) (MIN) I LOT 1 - I the Board of Supervisors for a resolution of public acceptance. Count bond releases or partial releases o 0 GARAGE 4 D.B.PG. 3 p 1 I P P P Y L P ) N N \IXI \ MIN. GE I GE GE GARAGE I', - o _ O ( GARAGE GARAGE I I I I W u „ I i will be considered on public roads for all portions approved by VDOT. [n addition to 1 3 above, the IL o 0 GARAGE CI -.+ i� LOT 32 IGD —1 - + H+ \ 11 � r PROPOSED NO m O LOT 33 `o It X I \ fallowing items are required to be submitted for bond releases to be considered: �HQ t PARKING SIGN (TYP.) I I n I LOT PROPOSED WALL n o o LOT 27 \ \ V/ �. N \ I 34 MAX. HEIGHT= m I ry m o I \ I 4. Signed and sealed letter from a professional engineer listing and certifying that completed r1i LOT 35 IZI I 4 I u n m N gn P g �1 g P PROPOSED VDOT io n LOT 6 N I r n OL \ / N LOT 37 3 I 1' ENCROACHMENT o w z I improvements are built according to plan. c STD. CG-9D (Ti \ a o N LOT 39 I NI LOT 38 yo, ) u 4' \ n F P o LOT 41 ,LOT 40 .+ .x m 11 Z C F Please do rot a -mail or fax copies of this letter. An original signature and certifying seal are required. Please do not / z z LOT 4z DI 1O, 10' DECK �/ ¢ I/ __3' \ use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". w z VARIABLE WIDTH I I 10 DECK / Uj M DECK I^ 8'.M IN. °- \ Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other o 0 WALL AND MAINTENANCE I I 1O, DI DECK / o I I _^x N --1 I 2 - D z - o field verifications should be cited and included. Tolerances should be noted. The items not built according to plan U m EASEMENT 1OI DECK p VAR. WIDTH LANDSCAPE J ( ) ��0 LOT28 \.,. Z N N z TYP. n ao z F must be lisle with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or t= D.B. PG. - \ 1O, I I 10' 1O DECK I Z� MAINTENANCE EASEMENT r I h 1JP EII. •n ' in o m \ • e sidewalks, o other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of z z D z DECK DECK DECK D.B. 8' o° I D z f f o VAR. WIDTH LANDSCAPE \ DECK J L I 4 h I - . \` ; , culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the a o o w 5 DECK DECK g� n I letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide U 0 0 MAINTENANCE EASEMENT z SIGHT DISTANCE I _ 124' m \° z a a z \ 20' REA SETBACK _ _ _ - - - - - • l ) • • • more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been 0 m In In a D.B. PG. - - - - - - - - - - - - - - - - - - - - - - - - - - 4 1g' OPEN SPACE B EASEMENT : • o x ID \ 4 inspected, nvestigatedand documented and are certified in detail, and county staff will not be in the posit on of o 1' ENCROACHMENT, 0.399 ACRES - D.B. PG I .rl _ D Z o LOT 29 n n \ discovering discrepancies and deficiencies in the field. z g w w 3 OPEN SPACE HEREBY - m m 5. Certificate of Completion o un TMP 45-86 2 28 � __ 1 .... 4 DEDICATED TO THE HOA e e e e e ... PRC.• 31+6 8 4/ /� \ fro This form must be received for release of a bond. It is available on the county website. In the case of reductiom, a W J 31' S43o 31' 13 98"W 194 83' 34' zS' 1z' t • 4 ° ° j / / \ Q o � letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be � Q ALBEMARLE SOCIETY FOR 21 0 w PROPOSED WALL M ATC H L I N E SEE SHEET // 0 9 m o \ P- \ signed by the owner. This form says all subdivision improvements have beencompleted. It also says that all w THE PREVENTION OF CRUELTY MAX. HEIGHIi VARIABLE WIDTH WA. D 4 I / °� construction conforms to approved plans and any discrepancies have been approved by the County. This means the as w o MAINTENANCE EASEMENT S6Sl, '� l N P6 \ buIlt plans have been approved by VDOT, and they have agreed to anydiscrepancies, screpancies which should be documented in ^ N TO ANIMALS, INC. VAR. WIDTH LANDSCAPE 30' o / ;o o LDT30 al > D.B. PG. SQ PROPOSED w l ( G)v o F �l ceptancecorzespondenceorpunchlists. w MAINTENANCE EASEMENT 34,.w S + D z , PROPOSED 6' PORCH & sa ° D.B.PG. z68 CONCRETE SIDEWALK i I CONCRETE SIDEWALK(Ti, - NOTES: �0 OPEN SPACE A n m 3� ( ) d - 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE PROPOSEDv�OT• STD. CG-6 (TYP) , : yl ' BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED I ( � - ` ` ` ' ` ` o.6o8ACRE5 ENGINEERED DESIGN. EXISTING TREE LIMITS (TYP. PROPOSED6' OPEN SPACE HEREBY DEDICATED TO HOA 2. ALL OPEN SPACES ARE HEREBY DEDICATED TO THE HOA. 3. ALL NEW PUBLIC STREET RIGHT OF WAY SHOWN HEREON ARE HEREBY DEDICATED SIGN PROPOSED NO PARKING (TYP. I� 111 PLANTING STRIP TO THE COUNTY FOR PUBLIC USE WITH THE SUBDIVISION PLAT. \ PROPOSEDS' 4. MAINTENANCE OF ALL STREET TREES AND THE PEDESTRIAN CROSSWALKS SHALL BE CONCRETE SIDEWALK o + I PROPOSED NO PARKING SIGN (TYP.) , THERESPONSIBILITYRESPONSIBILITY OF THE HOA. \ EXISTING ACCESS AND PARKING EASEMENT III N 5. ACCORDING TO THE CODE OF VIRGINIA, SECTION 57-27.1, OWNERS OF PRIVATE TMP 45-112F FOR TMP45-222F, DB 2834, PG.1 rzO+gZ z I 11� , . PROPOSED SWM PROPERTY ON WHICH A CEMETERY IS LOCATED SHALL ALLOW INGRESS AND EGRESS - N/F FOUNDATION LLC EASEMENT TO BE REPLATTED FACILITY _ 4 4) r r) r • • \ AND EXPANDED WITH FINAL k o TO THE CEMETERY BY (i) FAMILY MEMBERS OR DESCENDANTS OF DECEASED C/O FOUNDATIONS CHILD SUBDIVISION PLAT, D.B. PG. I - ° • - • • :.....::... . . PERSONS BURIED THERE; (ii) ANY CEMETERY PLOT OWNER; (iii) ANY PERSON DEVELOPMENT ROPOSED SPEED LIMIT SIGN BUMPER BLOCK �. ry�� L w .. ENGAGING IN GENEALOGY RESEARCH, WHO HAS GIVEN REASONABLE NOTICE TO _ x THE OWNER OF RECORD OR TO THE OCCUPANT OF THE PROPERTY OR BOTH. SPACES WIT CONTRACTOR To STRIPE NEW PARK! t PROPOSED PEDESTRIAN H PARKING LOT IMPROVEMENTS o 1 I � CROSSWALK STRIPING .- S 2' STRIPING TO PROVIDE 24' DRIVE \ + 2 Berkmar Overlook \ 15 PAR IN 1 1 -'O PROPOSED ISLE AND z8' PARKING SPACES u- cO STD. CG-12 (TiTYP.) SIGHT DISTANCE i d ASEMENT Miracle Recreation Pro osal A PAC S ? Q D B PG p CONNECT TO EXISTING \ PARKING LOT CURB & GUTTER FIC FIC �_293.3y' 5761 5-2 R 1111, - - - - W EXISTING PARKING LOT yd� - - - TTURNLANETAPER CONCRETE PAD WITH DUMPSTER t _ W/ EXISTING WOODEN SCREENING FENCE S ACE r e o w 3-41ao' RICH ��► III � � v' o PROPOSED STREET SIGN (Ti yz TYPJ EXISTING 5' CONCRETE SIDEWALK PROPOSED STOP SIGN T f ( SIGHT DISTANCE EASEMENT 6..a. w m D.e.PG. DRIVE yz - - w —� m BERK 01 0 TE 1403 — — STATE ROU PROPOSED MILL&OVERLAY. —w m SEE DETAIL, SHEET 9. Miracle Berkmar Overlook - Proposal A Charlottesville, VA TIMBERCPENING KIT aXA -w ,IN S NT OQSTPNCE,390 TIE-IN PROPOSED 5' CONCRETE " �� SIDEWALK TO EXISTING SIDEWALK .11lilllr�" F TE BENCH DETAIL 31?W ARCH SWC FRAME I N!Q2 EELT SEAT IECYCIED .—N MIRACLE TIMBERS 2W MOUR FRICTION WEAR MAT 32' 1151" aLACK BENCH CCNTEMP 6'11 MMHNc 93,16711N MRPQl =GET TOTSEATe D90 TEN SPIN 9a1 CANYON CLIMBER 718n1 STAIRS BENCH CONIEMP6O 83M11NG C /p/ MRPo909081111 GROOVE II SLIDE 71NM Site Concepts L.L.C. POBox235 PHOIE L-SIJOE 7,6DRT, TILyIgfFp TGTROOK POINT CLIMBER 7188IM 718787 RISKM4NAGEMENTSIGN-ENGUSH e NP TIMBERCPENING MIT "MR R0098_44068930574 COMPLIES TO ASTWCPSC end use I (PER MIRACLE RECREATION) 24' PORCH/ DECK/ n - PATIO PORTABLE 1 • e D Er c a'w GLRns 57. 19•n]a• a5,a• lo]e•u•u]1a' a1 l • M,6 mmI 16 115] 14] M Ill E — t- B —i I J REF INGROUNO A e e o E f c n e9RCrc ]z ]e Gw s]] ro ]I]1 951 10 a I IS IaSe 2DI oY5 ram le] ,fe] W eD5 lao 3U 19a 511 F�A G I F E — T D c I—B� H SURFACE 1 A 1e c o E v o x a'IIGCK]z] 5]]e 19 ]13♦ a51 ID d IS IB 35 5' . ramI IaY 1 145] 1111,31 1 1W I I .YI I N9 1. 14 VILLA UNIT GARAGE 20'X20' PORCH MIN. 20.7' DRIVEWAY i8' MIN. I 20' WIDE DRIVEWAY P1L- I I I l TYPICAL UNIT LAYOUT W/ DRIVEWAY (N.T.S.) D15"i' ETO NEAR16ot TO NEAREST INTERSECTION = DISTANCECTION =35° INTERSE LOT NUMBER LOT AREA SF LOT AREA AC 1 3,703 0.085 2 3,093 0.071 3 3,920 0.090 4 3,615 0.083 5 3,311 0.076 6 4,574 0.105 7 4,182 0.096 8 3,267 0.075 9 3,136 0.072 10 3,136 0.072 11 3,877 0.089 12 4,051 0.093 13 3,180 0.073 14 3,093 0.071 15 3,093 0.071 16 3,180 0.073 17 4,269 0.098 18 4,051 0.093 19 3,223 0.074 20 3,136 0.072 21 3,136 0.072 22 3,223 0.074 23 5,314 0.122 24 4,312 0.099 25 3,180 0.073 26 4,051 0.093 LOT NUMBER LOT AREA SF LOT AREA AC 27 4,704 0.108 28 3,180 0.073 29 3,267 0.075 30 4,138 0.095 31 4,269 0.098 32 3,093 0.071 33 3,223 0.074 34 4,008 0.092 35 4,269 0.098 36 3,485 0.080 37 3,311 0.076 38 3,833 0.088 39 3,790 0.087 40 3,093 0.071 41 3,049 0.070 42 5,532 0.127 43 3,833 0.088 44 3,180 0.073 45 3,223 0.074 46 4,095 0.094 47 3,920 0.090 48 3,049 0.070 49 3,093 0.071 50 3,136 0.072 51 3,180 0.073 52 3,790 0.087 I�/E9�I�r�ii711�LTdG�Iq 7U� I TMP 45-81 N/F THIRD MESA LLC II EXISTING 20' SANITARY SEWER EASEMENT �DB.5z3z, PG.243-256 N N N N N N N w o 0 0 0 0 0 0 a TOa TO 'H M to CO 01 In 0000 .�.I ti Q C'? J Cyl N M J_ CY) NZD > 06 7 LJLJ o J_ Q > 0 t_n °C I J O Q Q _ J Y V) LU U1 0 U? 0 F J Li LU 0L W vJ 0 JLU 112� M~ LV J < �Q V O W F- w 0 O w a N JOB NO. 182152 SCALE III _ 301 SHEET NO. 3 IV \ \ ` W / VAR. WIDTH LANDSCAPE _\= W AINTENANCE EASEMENT / _ B. PG. PROPOSED MILL &OVERLAY. SEE DETAIL, SHEET9. ' N58 22' EMERGENCY / °z , \W \ ACCESS EASEMENT Gil T „ D.B.—PG.— / off ,S/G H\b/STgN - \ PROPOSED REMOVABLE STEEL BOLLARDS. a�O �o' `�0:390' \ 5 - 'SEE DETAIL, THIS SHEET. BOLLARDS TO / (� 3z BE INSTALLED AT BOTH ENDS OFACCESS ESMT z7 / 94 97.12 (6) TOTAL BOLLARDS (AS SHOWN) \\ zo' PLANTING & -w 3/1G" STEEL PLATE WELDED TO P05T & GROUND SMOOTH 2-1/2' DIA_ GALVANIZED STEEL POST. PAINTED WITH 2 GOATS OF PRIMER AND INSIGNIA YELLOW 3/4' DIA. STEEL PIN W/ HEAD W/ 3/8' DIA. HOLE FOR LOCK FIN15H SURFACE NOTE.BOLLARDSTOBEINSTALLED 6' O.C. MAX. LANDSCAPING B FIE , ' 4 r 4 4 4 e oR . ` 3" DIA. GALVANIZED - _ ; I �q 1' ENCROACHMENT Q p - - - = _?, r LOT 6 \ VAR. WIDTH LANDSCAPE STEEL PIPE SLEEVE . ; AINTENANCE EASEMENT j '' CPAINT ABOVE GROUND , N \ , .. 4 - SI oy N6 °$' D.B.PG. - PORTION SAME AS POST) yo `� 1 Yo �. 4 / l GHT p/ST , ` 3z.�4,E ! CONCRETE FOOTING . 4' ENCROACHMENT pF' �y, o+\�1GQ.- ro OPEN SPACE F zz \W C� LOT (>P / 0.216ACRES ` ` ` ` ` D J / H AMERIST 3/16' STEEL PLATE WELDED - 5 e �, e e _ TO SLEEVE 12" olp 2 O�'OPEN SPACE HEREBY „o° 1O9' 0+"�1 \ l /p'F/T DEDICATED TO THE HOA e ` �N `\ �/63° 4 " AR B CK SECURITY FENCING ry j 4 �/ 4i � . / j / O do 4g'z6�„ T C - AEGIS PL ) WITH G GATES NOTE: DRILL A 13/IG" DIA. HOLE THRU 3 •• E BOTH THE POST AND SLEEVE FOR e ... LOT4 i � ofi _ ST It' / / FO Jl75EAT CEMETER S TO LOT AND ' i i PIN PLACEMENT. 13y , a\ \ :...... ✓ / ��\ _��_T� R� ��Rp\W ` RETAINING WALL SA ETY R ILING HERE REQ'D REMOVABLE STEEL BOLLARD DETAIL LOT 4) ` ` �8�7tiC\ o+ry,(�`o PROPOSED a 7 O��o- �� ` _ oN4 VAR. WIDTH LANDSCAPE OPEN SPACED SAG MAINTENANCE EASEMENT / .. , ....:...SFOq CONCRETE SIDEWALK c���i+'o- y� ��o- �` 0.316ACRES ... oh t .. Wf3°zp, ESQl D.B. PG. y� FJ ti LOT8 \F�� OPEN SPACE HEREBY :..:: " ..4,o;6Fz0886 �W PROPOSED 6' PLANTING STRIP �Y DEDICATED TO THEHOA.. ry �Q N p 10, S 4 ............ , p z z4x3i PROPOSED LANDSCAPE 9p9 LJo' yy1 \C y LOT L ¢ ON \& MAINTENANCE Jr CF g 28 z8 —8 � N EASEMENT S, . z z$ A N 6' LANDSCAPE S� O� ° �r, z8 3Sz4" \ / / LOT yc2 ° & MAINTENANCE ry cyr > S� i?01 1 C� \ ........... PROPOSED 6' PORCH & %EASEMENT 9 �i 1 4 C9 �x `o- titi o Z, S7 3xso\ a8; Py �i zo' REAR SET ACK _ 3 CONCRETE SIDEWALK (TYP.) DB. PG. * 91 \ iT ?o LOT 10 CFF 21 �/ ao' ao' a°' — ao' N VAR. WIDTH LAN DSCAI ry rF \ \ FT L DECK DECK DECK �zO 3 • AINTENANCEEASEME 3' ENCROACHMENT �p y\N° 4 �� \ y �k/r r�O+ / DECK 1p H 3 z6S�=F D.B.PG. \° c,°' �c \ 1S 8, C9 Lo, r�° / DECK 1g32 m \ t0, X°o, ��. �V�J LOT az PROPOSED BLACK LOT z �3. %r \ °° \ R �Ql `c DECORATIVE FENCE LOT 12- ....... . . . ... 0H /WITH GATE ROUND LO 13 LOT 14 o LOT 15 - V \ \ A T 1'ENCROACHMENT O , 1aa N - \\-? ��, �O, CEMETERY LOT16 ��� N °� C� i+�. ti°y I I PROPOSED 6' PORCH & LOT 3.7 PROPOSED VDOT 9 4 ; ; • • S. LOT 1 �cZ °" STD. CG-gD (TYP.) \ b 9c� / 3' CONCRETE SIDEWALK (TYP.) \ F OPEN SPACE E zo'xzo' • • 4 QS' � � PROPOSED NO \ \ F p d0 C ..... . PARKING SIGN (TYP.) o.o7z ACRES GARA�)E (MIN.) z°'xzo' F OPEN SPACE HEREB (MIN,) /p " \ „° I -A - -iIN. (MIN. zo xzo �I Syr. Jo DEDICATED TO THE HOA ARAGE GARAGE ) (MIN.) oN / OPEN SPACE G EXISTING' PA3g,GE LOT 18 0.425 ACRES CEMETARY 30' STD. CG-6 (TYP.) \ / PROPOSED VDOT PROPOSED NO PARKING SIGN (TYP.) PROPOSED VDOT Z 2S=M GARAGE ......... ` \ \ FCF OPEN SPACE HEREBY \ (1) PROPOSED ON -STREET s STD. CG D TYP. , I T ' PROPOSED VDOT XISTIN 9 (TYP.) Sss°z8' DEDICATED TO THE HOA (z) PROPOSED ON -STREET STD. CG-12 (TYP:)ARKINGSPACE(8'x2o') META Y PARKING SPACE (8'xzo P zo. \ �- -19 + �9 ✓ L IT1 `` W 9z.3g• \ \ ; . ii O 16•. z.$ 28------------------------------------------------------------ ' r}` 0, G� OHO a` . .... 1oi .....� ATION 0 i.) : �. ,' • •' i •�•-° •.. ' z8 J � 'F .. ao BUILDING SEPAR_ ° ° \ :. .• ,. (' i' o! �' ti MPIRE STREE LOT \ 11 p N N� �7+76\ a PROPOSED STOP 16+5 ($' PUBLIC v Z ° \ ° 800'R I ��_. Pia _ 2y,• CF PROPOSED BLACK LOT 52 m - _ - SIGN (TYP.) _ - i6+oo \ { r LOT 21 \ \ DECORATIVE FENCE 17 ° °' WITH GATE AROUND 0 PROPOSED NO �7+5° 5' MIN. SETBACK k �zS+So �9 P�4� PROPOSED SIDEWALK ACCESS \ z' ENCROACHMENT o \� F TO GRASS RECREATION FIELD CEMETERY' c N PSIGN (TYP.) 11y A o ARKING 1 -:(4) PROPOSED ON -STREET ( 2 C1Q d CF 1 PROPOSED STREET SIGN TYP. o .. z No w - ( - - 1 � - - - ° - . - PARKING SPACES (8'xzo )' �\� %P * ..• C�_'lii lo. o\ \\ j LOT 51 1� t _ N r Nti 5 — I6 �\ .. PROPOSED 6 " . ZSxo° Q L zz y16 �\ 3 — a PROPOSED ' \\PLANTING STRIP 1 4� \O OT \ .2' ENCROACHMENT 1�m o lay w - Q' y °, PROPOSED 6' PORCH & c o v y 3 o PLANTING STRIP a PROPOSED NO PARKING SIGN (TYP.) PROPOSED VDOT �� phi+�o. 3' CONCRETE SIDEWALK (TYP.) z x I G I N J < o y z N 25' MAX. SETBACK SIGHT DISTANCE EASEMENT \Si STD. CG-gD (TYP.) \ g� T ti ......._ yZN�, m n Um Z ��o LOT 6 SACS S� I Q 7 I T m 4 n° D.B._PG.— \TO IGHl \\ c� LOT z3 TMP 45 86A o LOT So R N N - I % ° ST OST \ Cfi / ALBEMARLE SOCIETY FOR e :: - m p r - I d a • ° Z - -' 116' PROPOSED 6' PORCH & VAR. WIDTH LANDSCAPE\\���F gNCF, ?sx / THE PREVENTION OF CRUELTY z'ENCROACHMENT n°- _ n ti CONCRETESIDEWALK(TYP.) AINTENANCE EASEMENT \�a8 �80 So 3' + TO ANIMALS INC. \ 1az v q I 8 z " 3 x PROPOSED BLACK D.B. PG. \\ p y `o- 25- MAX. SETBACK �1 D Z m RI -RIW m �? o LOT N a%\ \\ PROPOSED \ ' vJ DECORATIVE FENCE \ 9 y mJ of o ° - n m WITH z GATES SEE \ GRASS PROPOSED STOP SIGN,. bo LOT 49 + I t ®PROPOSED OPEN SPACE C \\RECREATION N PROPOSED 6' - �, PROPOSED 5' DETAIL THIS SHEET V � V\ /E ik %T SCOTT/R. CNPLLINS� C� No. 35791 � �� 11/23/20 zz w f f 0 w U w � 3 I_ d Lu w z Zz O z z a O 0, uQi o Vl Hz o z z Lp Co O W� aW a Ie z � w m J a Lu w o_ 0 U) Lu / o 0 0 N N N O N 0 M N / v o 18' WALL AN /L9 AINTENANCE EASEMENT / D.B.PG. oy W CY? PROPOSED WALL W 00 MAX. HEIGHT=S' N VAR. WIDTH LANDSCAPE AINTENANCE EASEMENT CYi 01 D.B.PG. N QPROPOSED VDOT O ` STD. CG-6 (TYP.) QD J � N � VDOT STANDARD W Q Lu TYPE 3 BARRICADE VAR. WIDTH LANDSCAPE L '~^ AINTENANCE EASEMENT 7 J v , D.B.PG. J_ \ �" o_ PLANTING STRIP �zy CONCRETE SIDEWALK TOT LOT 0"29 CREs vvFIELD \ �� TMP 45-82 i \ z' ENCROACHMENT a10 CFI c 114 N zsi5 sf 5 sf PROPOSED VDOT C /O D 3 0 18' MIN. FA CI O OP N SPACE HEREBY 15 z 7 A 3 ° LOT 44 ` ` FOR EQUIP DEDI ATED TO THE HOA \ \ STD. CG-yz (TYPJ . \ �X 2y N N/F THIRD MESA LLC L n z m \ z \ Z e a ) o v y DESIGN PROPOSED 6' PROPOSED STREET o z MAX. SETBACK ° m o 5 LOT 48 ^ E P E P s s N r v PLANTING STRIP SIGN (TYP) • \ �� 0or A off= '° - - 0 z5' MAX. SETBACK \ + C� � Q N v PROPOSED VDOT ( P z (6)PROPOSED ON -STREET \ \\ 15 A / \ Um O ' \ 2' ENCROAC 1MENT 4 STD. CG D TYP. I I 11z' N W PARKING SPACES (8'xz0') \\\ ` y d r 9 ( ) 4 I m y ° $off / \\ s TMP 45-82A lob' L � n o m \ .+r 13k o% \ �` Q v c N s o 9143 r • QC• �� o� \ N/F THIRD MESA LLC y ° �.- u +5 / PC/ \ s S Q J 1 I o ^➢ ; PROPOSED WALL n I _ + ' 14 I �Cj 25' MAX. SETBACK o = O DZo_ ln--1 '- ct Nil DZN �, N N ` LOT m - - ppcc, o MAX. HEIGHT= _PROPOSED STOP SIGN \ J \ PROPOSED STOP SIGN (TYP. d - ^vM 3 +' I ~ a \ '�\ FROM /o \\ \ \' U O 1' ENCROACHMENT I d----- - N - O � "' \ 5� �` °" i 1 pC�1z' do o- �� °° ry o` ' FRONT SETS + + S - DISTANCE=z8o' 1 +oo m 13+5 - No \� �� Z o R PO OSED NO PARKING Y LL N PROPOSED DRY CURB' ` ' O `Lu v ^ \ w Lu -- N° PROPOSED VDOTv 1z+5° 3oo'R I A __ z0o'R a 1 \� c as \ PROPOSED WALL o j9' o SEE DETAIL SHEET 9 ti I - a 1 +oo -- o + STD. CG-1z (TYP.) - - - 1\ -., • H (TYP.) \ MAX. HEIGHT=z 3 � x ?� r PROPOSED STREET SIGN I - - - - - - 3Qp R 2?+0o T - - r .. I 3O \ I Z x LOT z5 \ W O 11+90 0, m _ STREET n 34. i8 \ (l o to Z / ul \ R I of i1+ o SWED 3k''. i8' PROPOSEDVDOT ? \ \alloO��o LL a 335 5 r. ao+oQ 10+50 PROPOSED STREET SIGN (TYP. 10 20' 9 TYP) N�\9, w D. _x� s8 _ VARIABLE WIDTH (TYP.) * kI \ 1'-ENCROACHMENTS LLI \ N, b .' -3 pCK WALL AND MAINTENANCE I STD. CG D ( o \IC\� \ \ 18' WALL AND (� VDOT STANDARD 0 34` : ---- T 5ET6 PROPOSED NO PARKING SIGN (TYP.) EASEM TYPE 3 BARRICADE :Z8' z$' S' FRO EASEMENT - i._'r_ _ (oMxzo' LOT z6 MAINTENANCE 1E �\ + _ D.B. PG. z0'xzo' D.B.PG. (2) FUTURE ON -STREET PARKING - ° --�'' " --� - zo'xzo' - (MIN.) GARAGE I 'p'C' v 3 K LL \ F r C!� N - a PROPOSED O PORCH & (TYP.) (MIN.) I =\ P' H i W y I MIND GARAGE ` ,t7 ,\ y 2 0, SPACES (8'xzo')SPACES SHALL BE 6 F H 20' 3' CONCRETE SIDEWALK (TYP.) z0'xzo' nl ( GARAGE PROPOSED NO PARKING SIGN (TYP M a c 117' a co I GARAGE ) c° i i OI STRIPED OUT AS SHOWN UNTIL + (TYP.) zv'xzo' zo'xzo' (MINJ I N W R t EppR� \ PROPOSED WALL J Lu TMP 45-86 STREET IS EXTENDED INTO THE zo'xzo' (MIN.) (MIN.) VAR. WIDTH WALL AND r c v 1NGSi W ADJACENT PROPERTY \ zo'xzo' zo'xzo' zo'xzo' -1MI zoxz0 GARAGE GARAGE GARAGE I MAINTENANCE EASEMENT II= ` I� 1 ° ao�LD� MAX. HEIGHT=6' ALBEMARLE SOCIETY FOR (MINA (MIN.) (MIN.) LOT 1 I THE PREVENTION OF CRUELTY U GARAGE I I I IW D.B._PG. _� 3 11N +� (MIN.) GARAGE GARAGE GARAGE - 1 � I o 1 \ TO ANIMALS INC. PROPOSED NO GARAGE rl O LOT33 LOT32 I°o 1 ➢ oil - 3 x \ \l ` `. Q PROPOSED WALL 2 _ rn` I \ 0 PARKING SIGN (TYP.) I I n I O LOT 34 MAX. HEIGHT = Ilm w° I �I NI? o LOT 27 0 \ " LOT z 4 1 „ N I I m PROPOSED VDOT r LOT 6 35 ICI IIN n o O STD. CG-gD (TYP) \ o LOT 41 LOT 4o r LOT 39 NI LOT 38 ti LOT 37 3 I m i ENCROACHMENT o Iw z4' I zc I \ I ' O \/ 1O� z C F N VARIABLE WIDTH �r LOT42 ^ I I AI 1O 10' DECK DECK // II N y13' \ WALLAND MAINTENANCE I I 10, y DECK DECK I I 8' MIN• x N \ EASEMENT 10' =iI VAR. WIDTH LANDSCAPE / o I 2 Typ•) D z o LOT 28 ° \ 10' DECK O. r J 11 = /P El -.So o A D.B. PG. \ I I DECK I z MAINTENANCE EASEMENT I m m \ ao' 10' DECK20 — 48, , II z \ VAR. WIDTH LANDSCAPE 1O" DECK 1O DECK DECK D.B.—PG.— VAR. ^ o, MAINTENANCE EASEMENT \ DECK DECK L z8' SIGHT DISTANCE Ni 114' m \• • • - p \ 2o'REA SETBACK ---------- ---- III II \ D.B.PG. - - - - - - - - - - - - - - - - �zg' OPEN SPACE B EASEMENT I I N x m GRAPHIC SCALE 1'ENCROACHMENT. °399ACRE5 ..: D.B. PG. I I .l o � z N LOTz n m ..� .. , 3 I i m Gl 0 9 1 543 31' 13.g8"W 194 83' 3y ry m o T 4 OPEN SPACE HEREBY I I _ m N \ 30 0 ,s so so rzo 3 z z8 ° z8' 1z' -6, - - - 35 DEDICATED TO THE HOA PRC y'y�s 8 /�, I I n 0 4 �\ • \\ S8o VARIABLE WIDTH WALL AND MATCHLINE-SEESHEET3 1 I // o " r)o . \, PROPOSED WALL , % 11g M N MAX. HEIGHT=S' ( IN FEET) MAOr INTENANCE EASEMENT VAR. WIDTH LANDSCAPE S6S°3o ■ ■ o II / D 3 o LOT30 1 inch = 30 ft. D.B. PG. MAINTENANCE EASEMENT S634„w,_ PROPOSED 5' + II y z N PROPOSED 6' PORCH & D.B.PG. z687o CONCRETE SIDEWALK ( �" III n m °-' 3' CONCRETE SIDEWALK (TYP.) w 0 Lu a U) JOB NO. 182152 SCALE SHEET' NO. 4 PROPOSED 8" G.V. & PLUG 0 2 e x I ►~ ---- — H-17 i & (z) 8" G.V. _ 1 ' PROPOSED WATER H-19 SERVICE LATERAL(TYP.)-PROPOSED zo' PUBLIC — TILITY EASEMENT 11 e SANITARY SEWER EASEMENT I I PROPOSED lo'PRIVATED B PG I I LOT LOT 32 LOT 3i D.B.PG. NOTE: LOT 38 SHALL REQUIRE 33 \ PROPOSED SANITARY SEWER I I A TRAFFIC -RATED METER BOX LOT I I I LOT 3 �1 SERVICE LATE Y LOT 36 1 LOT o LOT 39 I LOT 38 LOT 37 LOT35 \ LOT 2 4 4 I I I I I PROPOSED 6" CL. 52 DFWATERLINE — — y (PROPOSED FIRE HYDRANT " ASSEMBLY w/ 6"x6" TEE MATCHLINE - SEE SHEET 6..:: NOTE: PRIVATE PRESSURE REDUCING VALVES WILL ■ ■ :� t ems. BE REQUIRED AT THE SERVICE CONNECTIONS. LOT 26 \ i i PEO OSED SANI AR SY EWER \ \ SERVICE LATERAL (TYP.) \I LOT 2 7 \ I MH-8 PROPOSED 6" 9o° BEND TO w — T \ TYPE ABLOW-OFF ASSEMBLY s \ k) • EXISTING 12" CAI IRON J RWSA WATERLINE .... J a. PROPOSED zo' PUBLIC \ \ w .. ' . TILITY EASEMENT o D.B.PG. GRAPHIC SCALE e : + :.-:: 15 30 60 ( IN FEET ) 1 inch - 30 ft. 20 pUg�1C DRAINAGE SEMENc � Dg 4825 p4� 0 Dg 482b EX MH-HrVSTMn-1-1 � N pGNC MH-1 — 25, DES Dg�10454 PG TOP ELEV= 476,1 — — S — — — NV OUT= S S S S N TIE-IN TO EXISTING — SANITARY SEWER MANHOLE LOT 28 PROPOSED zo' PUBLIC UTILITY EASEMENT D. B.PG. LOT 29 WATER LOT 30 TERAL (TYP.) 1. EE SANITARY SEWER AND WATER LINE PROFILES FORADDITIgNAL INFORMATION. 2. SANITARY SEWER AND WATER LINES TO BE INSTALLED IN ACCORDANCE WITH ACSA GENERAL WATER AND SEWER SPECIFICATIONS. 3. WATER LINE SHALL BE DUCTILE IRON CLASS 52. 4. RFORM TEST PITS TO VERIFY HORIZONTAL AND VERTICAL LOCATION, PIPE SIZE A MATERIAL OF EXISTING WATER LINE - COORDINATE TEST PITS WITH VDOT & THE CSA. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL IN ACCO ANCE WITH VDOT STANDARDS, THE MUTCD, AND VA WORK PROTECTION MANUA . CONTRACTOR SHALL GENERATE TRAFFIC CONTROL PLAN AS NECESSARY AND OB IN VDOT LAND USE PERMIT TO PERFORM WORK IN VDOT R/W. TEST PITS HALL BE ERFORMED AND TEST PIT INFORMATION SHALL BE PROVIDED TO ACSA IOR TO RDERING ANY PIPING MATERIALS. ' . ` , OTE: THE FRONT OF THE BORE PIT WILL NEED TO BE SHORED. WSA WILL NEED TO REVIEW SHORING PLANS FROM A LICENSED Nil i NOTE: THE 3o" RWSA WATERLINE MUST BE SUPPORTED & PROTECTED DURIN EOTECHNICAL ENGINEER a DAYS PRIOR TO BORING ACTIVITIES. THE EXCAVATION FOR THE PROPOSED 8" DIP SANITARY SEWER LIN Jp . 4 TEST PITS OF THE EXISTING WATERLINES WILL BE REQUIRED AT THE TIME OF THE CASING INSTALLATION & OFF -SITE SANITARY SEWER CONSTRUCTION. THE ACSA & RWSA SHALL BE d CONTACTED 3 BUSINESS DAYS IN ADVANCE OF CONTRACTOR TO REMOVE AND �����- - THE CASING INSTALLATION AND SHALL BE REPLACE EXISTING FIRE HYDRANT MH-7 .. W PRESENT DURING THE CASING INSTALLATION. W PROPOSED BORE LAU10+00 NC PIT Q d033 w - SHALL BEA MINIMUM OF 5' 0+50 0 w FROM THE EXISTING RWSA 30" 11+0 o PLICATE LINE ' '• ,... ... o �w "� la+oo -- -w DRt�E EXISTING 3o" DI + o BERK ROUTE 1403 RWSA WATERLINE STATE �R pR�V 13+00 BER 3.3+50 rn _ 5 S MH 5 w _ —w 1.4+00� BORE & JACK PER ACSA STANDARDS 14+445 1 LF OF z4" STEEL CASING PIPE (o.5o" MIN — w — WALL THICKNESS) W/ 8" RESTRAINED MH-6 w — _ JOINT D.I. CARRIER PIPE. I i 30' \11RG1N1 A p�wER s � EASEMENT Dg 1538 PG MATCHLINE - SEE THIS SHEET II as I � I I EXISTING zo' SANITARY SEWER EASEMENT DB.5232, PG.243-256 I PROPOSED zo' SANITARY SEWER EASEMENT 6z1 SF s PROPOSED zo' PUBLIC 5 UTILITY EASEMENT �S — oN _ I 5 � — 5 S -- off EXISTING GUY o 5 —-4 WIRES FOR POWERPOLE = — o A =ff GRAPHIC SCALE OH 30 0 15 30 60 I 120 ( IN FEET ) 1 inch - 30 ft. O I PROPOSED BORE RECEIVE PIT EXISTING WATER EXISTING 12" CAST IRON I RWSAWATERLINE I I PROPOSEDACSA I UTILITY EASEMENT D.B. PG. H-4A �s I � ■ ■ � ■ ■ (n MATCHLINE -SEE THIS SHEET s Ln I EXISTING zo' SANITARY SEWER EASEMENT DB.5232, PG.243-256 EXISTING 20' SANITARY EASEMENT z, PG.243-256 %T SCOTT/R. (7NLLINS'Z Lic. No. 035791 A 01/25/21 ,Qi z W z O dE ~ w ~ w f N f o f o 2 N (h 0 Lu Z 5 ? Z 5 ti LL LL 0 z o in o o W a W � N z o all a o W Z w w O w o o ­1 N ("IN ­1 N .\+ o Lu ii z F z W F z W a u f o a f 0 a (V w p m 0 rn z O J F Z W 6 W 6 1n N N N N N N N N N W O O O O O O O ~ N rli N CD Cn N M � J W 04 N WN ZD � 06 ® > 0 Q O Q 0- z Q U Lu 0 ul U? o H LLI � LU U o J F LU ce Q C) O cl. m w a U) JOB NO. 182152 SCALE 111 _ 3O1 SHEET NO. 5 k7 O SCOTT R. LLINSZ TIE-IN TO EXISTING 1z" ClWATERLINE C) Lic. No. 035791 � W \ WITH PROPOSED 12"x8" T.S. & V. / 4� 01�25�21 �4j 1 W \ 0 OH \ / �SSrONAL ' W / `off EXISTING 12" CAST IRON / / / I ` W pH RWSA WATERLINE \ PROPOSED zo' PUBLIC z F F UTILITY EASEMENT / /3 W / \ \ O w w LOT 6 \ \.PG.� RWSA NOTES: � o o N py W 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE EXISTING RWSA 12" WATERLINE. u ? z PROPOSED FIRE / / / \ CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" WATERLINE DURING CONSTRUCTION. o z z LL HYDRANT ASSEMBLY / ROPOSED 8" zz.5° BEND o W z. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 1z" WATERLINE o N LOT 5 / 3 PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT o o a / \ / ON DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE w w w ( / APPROVED BY RWSA PRIOR TO THE TAP. all a / LOT 4 3. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE 12"X8" TAPPING SLEEVE AND VALVE N PROPOSED 8" CL. 5z DI WATERLINE O q?� N\ SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT OF THE 1z"X8" TAPPING SLEEVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED (A w LOT 7 ROI%T� �Ai� W \ UNDER AND BEHIND THE TAPPING SLEEVE. Z w py \ I j3 S� 4. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO ANY TEST PITS OR CASING INSTALLATION. o o ­1 / AG w 0 0 0 i/ ) \ l H z3 \ \oy 1sQJ 0 C C C ,A Q n1 .--I In \ s LOT 8 \ N rj N •14�3i 5 � \ z4 \ \ \N W\ / 00 I s LOT 9 p W / \ W ii z z z oN a a f / f LOTS — — — \ \ 0 0 H �4 LOT 10 \ �/ — — — \ w m PROPOSED 8" 45°BEND �� (� s \\ \ o o a a \ \ N \ z g w w O Z N vLL1i I� I LOT 2 ' .. �1\��T . \� LOT LOT 12 LOT 13 LOT 14 LOT 15 y I I LOT 16 A OH-zz NOTE: LOT 11 SHALL REQUIRE PROPOSED SANITARY SEWER I I LOT 3. \\ A I KAFFIC-RATED METER BOX SERVICE LATERAL (TYP.) LOT 17 PROPOSED io' PRIVATE MH-z1 \ / / PROPOSED BLACK DECORATIVE SANITARY SEWER EASEMENT FENCE WITH GATE AROUND CEMETARY PROPOSED WATER SERVICE LATERAL (TYP.) I EXISTING � I � I / LOT 18 CEMETARY \� PROPOSED zo' PUBLIC j \ UTILITY EASEMENT z� XISTIN H 1 D.B.PG.� EMETA Y 5 _ LOT 19 oy\ a 1 PROPOSED zo' PUBLIC _ o -- UTILITY EASEMENT LOT 20 PROPOSED BLACK DECORATIVE II ,Nr D.B.PG. \ STRE FENCE WITH GATE AROUND CEMETARY LOT 52 \ I 7+76 Io E PIRE LI REIN"1� — M16 °+ o H 14 \ \ I_17+00 P _� M \ rA M D.B. LOT 21 \ I `n v \ 3 NOTE: LOT zo SHALL REQUIRE PROP051ED 8"x8"TEE- I .4 r 11 A IC -RATED METER BOX \ \ \ I LOT 51 PROPOSED FIRE HYDRANTy — PROPOSED FIRE HYDRANT �1 TRAFFIC -RATED LOT 22 & (z) 8" G.V. _ ASSEMBLY w/ 8"x6" TEE _ ASSEMBLY w/ 8"x6" TEE s% y \ \ I LOT 46 I I \ LOT 23 LOT So \ \ - PROPOSED 8" CL. 52 DI WATERLINE / I � I LOT I I I - � � `• / / \ 45 I I PROPOSED BLACK DECORATIVE MH-1z I LOT 49 0� FENCE WITH z GATES \I I PROPOSED 8" CL. 5z DI WATERLINE D \ I N. I I I OT 44 PROPOSED I I n I 8"x8" CROSS k°o LOT 48 Ln & (4) s" G.v. o \15kO I P I P PROPOSED FIRE HYDRANT m — LOLLF / ASSEMBLY !{ w/ 8"x6"TEE . • .PROPOSED 8" CL_ 52DI WATERLINE' / RO_ POSED 8 LC Sz Df WAT I\ PROP SO ED FIRE HYDRANT ASSEMBLY w/8"x6"TEE _ — — — — — WEdE TREET i4+°O N LPT y4 \\ \ — 13+00(54 PUBLIC R/W) P POSED 8"x6" REDUCER —� N \\ PROPOSED 8" CL. 52 DI WATERLINE s to LOT 25 I' Joy _ — MH-11 MH-16 1 •'1 � _ 'PROPOSED 8"x8 TEE -�. -- I I —1 � � i MH-17 i-� � ° LOT 26 8" G.V. \PROPOSED S - 5 I Q 8" G.V. &PLUG — T MH 18 _ I i PROPOSED WATER = - H-19 I I S I V < O SERVICE LATERAL (TYP.)— PROPOSED zo' PUBLIC MH 10 PROPOSED SAN TARY _ TILITY EASEMENT I LOT 31 I SERVICE LATERAL (TYP PROPOSED 1o' PRIVATE D.B.PG. \1 J J SANITARY SEWER EASEMENT I I NOTE: LOT 38 SHALL REQUIRE I LO-� LOT 32 - D. B.PG. 33 \ PROPOSED SANITARY SEWER I I A TRAFFIC -RATED METER BOX 35 I I I LOT 3 �I I I LOT 27 SERVICE LATERAL TY . LOT o LOT 39 I LOT 38 LOT 37 LOT 36 LOT I 1� 3 \ \ LOT 2 4 4 I I II I I PROPOSD 6" CL. 52 DI WATERLINE I LOT 28 _ °° PROPOSED zo' PUBLIC UTILITY EASEMENT POSED I D.B.PG. GRAPHIC SCALE — — — — — Y PROASSEMBLY Ew/6"xx6"TEE I I I HYDRAN LOT2g 30 0 15 30 60 120 - MATCHLINE - SEE SHEET 5 0 ( IN FEET) X % NOTE: PRIVATE PRESSURE REDUCING VALVES WILL PROPOSED WATER LOT O 1 inch - 30 et. BE REQUIRED AT THE SERVICE CONNECTIONS. SERVICE LATERAL (TYP.) 3 '1 N N N N N N N / 'L N O N N N N M M 11 0\0 CD \ W Co I..L N co �T04 J_ W rn N N ZD W > 06 ROPOSEDTYPEA L Q LOW-OFFASSEMBLY J > 0 U) z t oc J Q EXISTING 12" CAST IRON O Q a, RWSA WATERLINE !LINEQ f-4 _ L.L J U ' I I— Y Z) W H ul U? 0 / F � W LL \� ZLu W ✓ \ / F_ 0 VER \ \ W �Q U C) II _ I I \\ I O LL N W II \ 0 Lu x \ a 1n JOB NO. \\ \ 182152 \\ i SCALE 111 = 30 SHEET NO. 6 . :. :. � OAS• 4 0 ° r L / LOT44 -55 s 5 -1�6o I ,•I -" FFE=56o.83 LOT 43 �I � PROPOSED YAYRDD-1DRAIN G R=561.00 3so° B - xos� a:8. rc osa4se �oErPcI` ic.0 PROPOSED WALL !LC.,, T _(MAX. HEIGHT=3')LLINS 54 No. 035791 � GAR=56o. , P SRETAINING WALL EASEMENT / PROPOSED zo' PUBLIC I I yy�5°\ / / D. PG. ss 'S DRAINAGE EASEMENT °• \ / / YD zz \ / �SSIONAL E�Gt D.B.PG.P' SS' r 54yo P +p0 s4a.�7 v°d, 2 z6 FFE=54233/ `ro — 9 5� GAR 540.67 1 %---- - 5 1 * ° LOT 2L� o PROPOSED zo' PUBLIC DRAINAGE EASEMENT � \ / ZO r -i — 0 54 .o0 12A 54702 T e D.B._PG. PROPOSED WALL w w FFE= F 53933 (MAX. HEIGHT=z') // / d f f __ •54S®8 \ \ AR=537.3 `z \ U o 0 P �n 55r.� e `,.6k s 97 ° LOT 25 / / / W z z z ', 45 -5%--1 z.6% v>x V\\\ \ ( LOT26 -. Zo 5 5 FFE=53733 \ > \ \ / LL LL o 0 • • - - .? — -.: --41 . --- - �.... � � .. ... qR=53533 ,n W uu'i uu'i POSED WALL a, 3.69fi •• (MAX. HEIGHT=6') g.z°h I , 4 6.oF 3� / z L PROPOSED io' PRIVATE / RAINAGE EASEMENT D.B.PG. / o 0 I_ FFE=s46.83 r.AP 4 r nm 1` ` + —� � m� PROPOSED PRIVATE YARD / / O F N N A FFE=560.8 55 -07 47 LOT 4o LOT 39 I LOT538 I — — _ ,; T=4') <j 5 j W f f z 5 33 LOT 1 GAR- o GAR= 8.8 \ / - Sz8.3 5s8k)o �,il%�i F \ p Ou f GAR- 6o.i 5593 55 3 = 37 - (MAX. HEIGHT-0 4 I / 54a.5 / " • _ FFE=53z.67 \ 0 z z z z u 0 4A LOT 28 �� z� a a f f 0 g z — — e 4 B a 1 A v � u u° z `z 558- — �558 = �--- - -- I g6s, ;� J � j s 4 Syo FFE=53o.67 554TW 553.5 5538W SRTW - 545 54z .� _- i I GAR=528.67 49• e - 0 PROPOSED RETAINING WALL EASEMENT z w w a 5z8 06 4 B 54 5 54o aW . I PROLOT 2g .\ — — — — D.B. PG. { POSED 20' PUBLIC o m � �� ENT \ a a " "//�— 3 DRAINAGE EASEMENT 1 w X PROPOSED PRIVATE .' "' ATC INE E' E SHEET8 53o 1 { 'v D.B._PG. _ \ o a w f PROPOSED WALL / ROOF DRAIN SYSTEM m, t��� . FFE=528.6, N w PROPOSED zo' PRIVATE o Iz 5z GAR=526.67 I YD-3.9 > (MAX. HEIGHT=S') PROPOSED RETAINING WALL EASEMENT `� +' 24 ° • 7.8 V A / \ / DRAINAGE EASEMENT / . NYYYY ` �" ' � � � 5z3' o I -® � LOT 30 � / D.B.PG. D.B.PG. o 0 0 0 0 ..� / • • • 44 a� IL CDN O N N N N - .�—� �_� w 0 � j .�-i M to w .�-i m CD w i . z / �. m r`i m 00 52 / / r 43� - PROPOSED PUBLIC DRAINAGE / \ o & SWM EASEMENT \ \� / ^ y D.B.PG. RdP�ED� PROPOSED 20' PUBLIC . 4 SWM FACILITY DRAINAGE EASEMENT ID.B. PG. 40 \ t2 _ cy� 4z vO — N 38B \ PROPOSED VDOT STD. ES-i \ I WITH RIPRAP OUTFACE �� � � � � / � � � � � M \ \ \ \ \ \ I PROPOSED DOGHOUSE +4 _ \ \ \ J I MANHOLE CONNECTION _°47 �• a — / — — r 04 Szz —------------- �� � 49 I •. � 38A _ \ — > oZS z \ r a 38 So / L Q Q pRIV W �- \ TIE -INTO EXISTING z4" RCP CULVERT — / — LLI RIVE \ WITH PROPOSED DOGHOUSE MANHOLE _ 1 Q 1403 Z — STATE RE a Lq ul U) O / \ \ — o / GRAPH�C SCALE \ C) / 30 0 1 30 60 120 `J � / ( IN FEET inch = 30 ft. \ 519� I l \ \ III W o a F \ JOB NO. 182152 SCALE _ / / / \ \ / / / 1 \ 1 °• In \` I SHEET NO. r 1, 7 \ F w \ \ - / \ TH 0 t\v , w h� w \SCOTT R. LLINS Z C)p No. 35791 11/23/20 \ \ PROPOSED VDOT STD. ES-1 w \ \ / \ \ oIONAL E�Gt YD-g �\d w - - - / S7a o PROPOSED 1o' PRIVATE \ CULVERT ti PROPOSED VDOT STD. ES-1 ° / �/ �° WITH RIPRAP OUTFALL DRAINAGE EASEMENT cq D.B.PG. LOT 6 PROPOSED PRIVATE YARD GAR557200 z & ROOF DRAIN SYSTEM \ � f / FFE=572.50 11 \ \ \ D =2.00 �yor6 U V A \ \ V� / \ \ U) GAR57 1 o A \ \ w LOT 4 LO 5 \ ' \ z � FFE=5725o y Soh - 5 : :'• - r ' . \ \ \ Lu / \ k \ GAR=572.00S .. ''�:./ - o57oa$•s •. 'Q.TL,' / _ \ w n.o / LOT 7 -18 � lu <40 w - A \ zo o FFE=570.83 \ pN �j�� \ / / \ \ \ a a \ `3,4 _ _ � � LOT 8 � \ \ °F' FFE=570.17 - \ \ z 57 3 / / W YD-7 jp 3 J38 GAR=569.67 \ \56 pN PROPOSED 10' PRIVATE \ H O m z YD-17 YD-16 RAINAGE EASEMENT a1 W Sea. L 4 6�.4 \ _ D.B. PG. / W Lu o4b57iLu zc $ .$n 14+ ` - FFE-569.5o \ YD- 5 �\\ W a _j � GAR=56g.00 \ - - - \ 6/ \ _\ �}\\PR\ ED\ YARD / / \ a a _ YD-6 / / S� \ QT 5 7. 0 6 64 & ROOF DRAIN SYSTEM z w w LOT s \ .y 3� \ \ g LOT 10 - - - 6y ° - - 56� °4 \ \ a > 1 FFE=572.67 \ w GAR=57z.17 0. 0 : • FFE=568.83 \ 0' \ w 0� \ 3 •57. 9 , \ t5 -�a GAR=568.33 / \ YD-i4 \ 0 ° \ \ \ \ \ s 3s \ LOT U) 11 I 0.0 FFE=s72. 00 2 'o.' \ it ssXoo Lu _ � 7FE=56 LOT 13 LOT 1 \ \ _ \ I •"SB.Z.\' •'i ', _.$ � y. GAR=567.67.67 / I FFE=567.00 4 LOT 15 LOT 16 GAR= 6 oo s s LOT 17 \ 3 5 sFFE=565.67 FFE= 6 .00 FFE=563.67 \ - \ _ \ \\ ,• I GAR=563.67 GAR=563.00 GAR=561.67 FFE=562.33 FFE=572.00 s EP �j / GAR=560.33 FFE=561.00 GAR=571-50 OT 1 9- 56i T `!�.- 5".8o- a \ GAR=559.00 \ 7 / / �l • \ - / I I \ O O N N EXISTING I 67. �1p \\ ,. 5 8'S) / I - - FFE- 6o. CEMETARY \-\ _ -5 33 \ 6 H \ ,S,y°h _ / GAR=5p58.33 N 665EP A �6.6% _ _ �57% OT 3.8 \ 6.8 TC' 20 .z '' - �4.z°/u _- - __ --- +5,7f° �- 7 7 \ EMET Y I _ ---- - 6 '' FFE- 8. _ \\� / L9 55 33 p_hp �� 60,50 - _ 6 • •....`.. .' • _ ., v I :`." I • ' • � •zO fi.146 L T 1g s 6 0 s PROPOSED RETAINING WALL EASEMENT 3# $ 6 30: _ \\ D. B.PG. / C� \ \ \-6� \ •fiQ. �a \ \ 63.8 EP 5639TC 36z.5oFL 56z.o5FL - 3 559.90 L., o GAR=55433 \ ` �W 3. 563 z EP 5$ • \ 55 33 z. FFE=568.17 \ o 564.iTC 563 5 rc 1 -io c 16+00-�o A - ,n \ \ \ \ 1 GAR=567.67 -\ - - ENfjpIREST,REFXi6+50 34 5. o - \6.8 L I(MAX.HEIG = \ \ C37 5 7 5 (4 M) $ 6.g5 L 20 PROPOSED WALL W \ LOT 2 cave__ i7+oo- g 7 co pUBLI R . i / a $ \ FFE=55433 �`' (M HT 5�)� C� GAR=552-33 1S"m FGFAER==55666.17 i� `�� - - 6.a9/o F� � 31 • � ,.V._sy\•. * z9�\ T21 \ \\ � Cy')01 5.67 FFE=S .00 0LOT 51 GAR=51.00 N FE=564.67 � N Z LOT 22 \ --- � a ca $ z'S. - GAR=564.00 I PROPOSED 1o' PRIVATE LQT 2 LOT o \ h\ 5 I 6 ' S6 .55 DRAINAGE \ EASEMENT ` z FFE=551.00 OPOSED GRADE IN EXCESS \ R N GAR=S .o / YD-10 P (V \ \ GAR=56433 SS'9 tL D.B. PG. y/ -IF 3:1CONSERVATION MIX OT kx ROPOSED zo' PUBLIC. -- REQUIRED (SEE LANDSCAPING W Q W \ \ \ \v LQT 70 _ 45 PROPOSED PRIVATE ro 'DR SEMEN \PLAN SHEET 1g FOR DETAILS) 7 ° FFE=562.83 'DRAINAGE EASEMENT % L 6 FFE= 6 . og 5 i.o 7'P I GAR-56a.33 ROOF DRAIN SYSTEM y 30 D.B.PG. / \ \ _ Q 5 3 5 i Sg..S O . .8 sF� ,S z% � z / _ L z L w GAR=563.00 o _ `54 0 41, 549 YD-3 PROPOSED PRIVATE YARD' `! A 3oA\ L \ r�+ _ ,\'� � • •. - . 8 . 15"50 � � � i Q W LOT 8 $ 6 zz 2 G R5561500 44 x 9 z8� '. z8B LLL / - Lu Z \ &ROOF DRAIN SYSTEM �� V PROPOSED YARD DRAIN s463rc z a I PROPOSED WALL a 547 n � F1 Q 9 \ \ GAR=561.67 ) (MAX. HEIGHT=3') - � � s4s7EP � -- 15'0o ~ � Z LOT43 I \ YD 1 3oB 54 646orc _ e\ 4y.orc r44 /\ O Q / 22 \ \ N LOT 47 o GAR=56o';3� 166 \ i / r PROPOSED RETAINING WALL EASEMENT \ \ 1 FF4=561-50 6. o/a z - + o . ' ° PROPOSED 20' PUBLIC z I - / 14 50\ / 7 / \ D.B.PG. Q ♦C 0 GAR=561.00 $ ° DRAINAGE EASEMENT U O wx \ \ PROPOSED zo' PUBLIC «q °OFL D.B. PG. _ s 49 EP s48 W \ DRAINAGE EASEMENT _ _ _ - s5� T sa4 i \ ■ ■ \ 1 1 _ '' - s44.o P .FOO i tP{, i \.. 26 FFE=54z3 1 i� J ' n \ \ \ \ _ D.B. PG. _ 15 �5�rP1.IBL - - 544.TT 14 �,O Ix2- GAR W.67 V \ \ YD-2 _ - +00 D.B.`PG. 13+50 \ \ ODT 24 W Z \ a s P _ . - 1oA -~ + DRAINAGE EASEMENT PROPO zo' UBLIC ' \ w 558.0 - - - 5443 � ` D AIN \ o.�rc 12A \ \ o.SEP - ��- 5y7.oz e \ D.B.PG. PROPOSED WALL D / \ 6o.8 T4 I / - 12+00� 55�54 .00 T I. ,.I, 1 �e- y7i- n 10 FFE=53933 y (MAX. HEIGHT=z') \ PROPOSED1o' PRIVATE \ 559sEP\ll+oo o - - / 14 1 sast°8 AR 53733 Ln �' z ss9erc o i 3 - - .• •s 97 _-- ' � .. O � \ \ DRAINAGE EASEMENT LOT 2 F 56o 7EP O 41+ O .60 - .. �J9 5 LJ \ \ D.B.PG. 56aoTC 1.._ � � 5 5 ;_: '. __ 549�71 _ _ '__. ___ I - 536� YD'21 _ - \ �-�� `.5 .Sa; I 45 . #�.�-• 5 r"- \ � �5°i° � o � � \ LOT 26 � w \ \ \ \ ✓ 9 1 59 n V,. , .: ,1•- :' 6.1%'S% I..� 1� o 9 FFE-53733 \ AR=535 3 - N POSED WALL LL \ 3 \ U) \(MAX. HEIGHT=6') w f 4.9% of 8 r �c _ 6 1 � � � � PROPOSED 10' PRI DRAINAGE EASEM LL] \ \ \ \ I I I I GAR- < \ \ \ I FFE=547-50 FFE=5y6.83 N 1 5 I \ \ PROPOSED PRIVATE YARD Q FFE= GAR= 549�50 GAR=547.00 GAR=54633 545�00 � 5 7 1 FFE=534.67 I \ &ROOF DRAIN SYSTEM FFE=553 25 FFE=551.25 I GAR=549.0o \ \ LOT LOT 32 LOT 33. I GAR=532.67 YD-20 _ ro -/ /z\ \ LOT GAR=55oJ5 o FFE=SSS�zS � . GAR=552-75 34 33 �� \ FFE=56o.00 U05933 FFE=557 25 GAR=554J5 PROPOSED WALL LOT 27 56 .5\ - :, CN \ \ \ FFE=561.33 FFE=56o.67 LOT 9 5 LOT 8.83 I LOTs38 LOT 37 LOT 36 LOT 35 I I _- - _ - (MAX. HEIGHT=4') \ \ \ N GAR=56o.83 GAR-56o.17 V A LOT z LOT 41 4 39 X /5435 = X - FFE=532.67 \ 4 \ / / / � 2 GAR=530.67 � \ i � �A�IIC_ SCALE -- \ I _ 554TW ss3 s ss3BW ss1N✓ 46- s4s - say - PROPOSED RETAINING WALL EASEMENT / - - I \� JOB No. ' /� D.B.PG. \ / PROPOSED zo' PUBLIC \ , 182152 \ \ 120 RB 5 aB 4 BW 4 5 z s4o BW = I LQT 2g \. \ /30 o s so bo / DRAINAGE EASEMENT SCALE \ \ \ I \ RPRO POSED PRIVATJ OOF RA N SYSTEM A I HLINE { E' E SHE { / U) D.B. PG. \ \ I ( IN FEET) PROPOSED WALL / PROPOSED 1o' PRIVATE ■ ■ ■ \ / o i/ 5z : GARFFE=5526667 (MAX. HEIGHT=S') PROPOSED RETAINING WALL EASEMENMOMT `^ ` 8 \ SHEET NO. \ / \ 1 inch = 30 ft. // / DRAINAGE EASEMENT / D.B.PG. / / �4 5z3 0 ` LOT 30 s 8 GENERAL CONSTRUCTION NOTES FOR STREETS NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THATARE PROPOSEDTO BE STATE MAINTAINED: v THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. , HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR BASE MATERIALS. APPROVAL. 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 I INSPECTION. _, I " /'• CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT Nl THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE STANDARD PE-1. ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN ON THE I ' TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE \" 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL MAINTENANCE. �l BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC RWSA GENERAL WATER & SANITARY SEWER NOTES (APRIL 2016) CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE z MANUAL. GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 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 BEHELD WITH RWSA PRIOR TO THE START OF ANY WORK. 12. DETERMINED BY VDOT FOR PUBLIC ROADS. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL 3. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 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 WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE 4" 2" R O / �• CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION CURB f FROM RWSA. ROAD NOTES '< 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE .' '• 6" ` GRADING: EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS •-•�. •� 1" T,_ O 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA MADE TO THE SYSTEM. 13 • X . ' 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. +` '•:• 7" 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, 6. TRIP G E RA RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY W TH SUITABLE MATERIAL TO THE SATISFACTION OF THE BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF MIN. / ENGINEER. ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE SCALE . 111=80 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE 1 6" 2 DOT #57,#68, OR #78 1, SCOTT/R. CT?L] No. 35791 ?� 11/23/20 z z w 0 0 LU w Z �w z w Cr 0 0-6o V, l Z Ell p � w J Z Q W Z O Z Ul C7 LU Q Q W 06 N o 2: z z z \ m U) u z / `n LU U 1 a Z ¢ z < w o w m � Q w W a In TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. STANDARD CG-6 STONE BASE UNDER CURB 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. &CHECKED BY VDOT OF THE SUBGRADE. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT DRY CURB & GUTTER PRIOR TO PAVING AND/OR WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA NO SCALE BACKFILLING. Pavement Design RF= 1.0 DRAINAGE: EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 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 ONE (1) FOOT. PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO FIELD CONDITIONS INDICATE. REQUIRE 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 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 NTH THE VIRGINIA DEPARTMENT OF BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE (VARIABLE WIDTH) Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp w ¢ 0 N o C m ., CC) CC, !m M CD N N [V a E ire Street Pubfic Road np ( ) 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 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 Marl 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 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" CONI 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 OF R REPORT IS TO BE ITTED TO THE AGGREGATE.,, OF hTO COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPEE ` •. EHSSVBVALUES 110, LLABEM 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TREATED, CHLORINATED, FLUSHED AND HAVE \%%\ ' %j\// MATERIAL AT THE TIME OF CONSTRUCTION. EQUIREDENT BASE MATERIAL. IF THPY ARE LESS THAN THEDEVELOPERELOPER WIR SUBMIT FOR WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 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 ,��/ 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, II, OR III PRIOR TO PLACING AGGREGATE BASE. FACILITIES INTO SERVICE. NO SCALE TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH 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 (19o.5 ENTER/ 190.5 EXIT) ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (I/DOT). 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 C0NS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF III UNLESS 07HERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE Ill THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77UZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.' 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 77?AFFIC CONTROL SIGNS SHALL CONFORM IMTH THE VIRGINIA MANUAL FOR UNIFORM 7RAFnC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR 7HE CONS77?UC77ON INDUSTRY (29 CFR PART 1926). Rey 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 Parking 1Side +00 5 14 -1 +72 48'ROW W Section 48 0 ct No Parking a g Empire Street STA 10+00-16+30 48' ROW Section No Parking 16+30-16+90 SWROW Section Parking 15ide 16+90-17+31 60' ROW Section Parking 2Sides + 17+ 31 - 17 76 48 ROW Section No Parking Marsac Street STA 10+00-12+23 48' ROW Section IND Parking 12+23 -12+87 54' ROW Section IParking 1 Side 12+87-14+32 48' ROW Section INo Parking 22 ACCESS EASEMENT AM PEAK: 24 VPH (6 ENTER/ 18 EXIT) PM PEAK: 29 VPH (18 ENTER/ 11 EXIT) POINT OF C/L FINISHED GRADE SURFACE PAVEMENT TOP SM-9.5 OF 4 1/4":1' 1/4":1' CURB 2" R 1 SM-9.SA ^gam \\ j\\\/ SURFACE COURSE BASE COURSE\\\\\� ��� 6" / INTERMEDIATE 8.: ".1' 21A STONE BASE ° � / 1. INTERMEDIATE COURSE n 10' 10' 5 13" . Na' .. 6" COMPACTED AGGREGATE (TRAVEL LANE) (TRAVEL LANE) +'... .. ° " n 7" BASE COURSE, VDOT /21A 20' E/P-E/P . ." OR #216 DEPENDING ON \ 21, . e - ULTIMATE TRAFFIC UMITS AND UNDERDRAINS EMERGENCY ACCESS ROAD 6" COMPACTED MIN. _ SUBGRADE NO SCALE 1' 6" 2' ASPHALT PAVING - ROADS R/W DOT #57,#68, OR #78 NO SCALE STANDARD CG 6 c/L STONE BASE UNDER CURB 5' NE E CONCRETE CURB &GUTTER POINT of FINISHED GRADE CURB &GUTTER 5' WIDE CONCRETE CURB & GUTTER & CHECKED BY VDOT J EXIST. GROUND SIDE 2% 2% SIDEWALK SURFACE / 2% 2% EXIST. GROINBACKFILLING. NO SCALE PRIOR TO PAVING AND/OR GROUND EXIST. GROUND GROUND EXIST. GROUND 4" CONCRETE SIDEWALK 6' PLANTING 4' VDOT 21A woT STRIP STONE BASE S BASE Ell BASE `SUBBASE 21STO1E 5 fi 5 2.2.5 fi 0' To' (TRAVEL LANE) (TRAVEL LANE) 24' F/C-E/C 48' R/W TYPICAL NEIGHBORHOOD STREET SECTION (Ol A PUBLIC R/I GAS'-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH CG-6 POINT OF CG-6 CURB &GUTTER FINISHED GRADE CURB & GUTTER SURFACE / 2% 2$ ` 2$ \ W PLANTING STRIP a• INTO 5 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 I I / 6' PLANTING 6' PLANTING / 4" VDOT 21A STRIP J- WOi+ 4'wor STRIP 4" VDOT 21A STONE BASE 571XNE BASE SUBBASE sTiM/E STONE BASE BASE 6' 10' 10' BASE 0.5 5 6 25 (PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) 25 6 5 0.5 4' 4" CONCRETE SIDEWALK 4" VDOT 21A STONE BASE EXIST. GROUND 0.5 5- R/W TYPICAL NEIGHBORHOOD STREET SECTION (54 ' PUBLIC R/WJ CS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH PARKING OAr ONE SIDE ONLY CG-6 C POINT OF CG-6 CURB & GUTTER FINISHED GRADE CURB & GUTTER SURFACE / 2% < 2% \ EXIST. GROUND EXIST. GROUND CONCRETE SIDEWALK 4" 6' PLANTING . •:'; - • -. / STRIP 6' PLANTING 51qagJE BASE { STRIP 4" VDOT 21A 4" T SUBBASE 421��T STONE BASE -6 B2.5 6 10' 10' 6 (PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) 6 5 0.5 60, TYPICAL NEIGHBORHOOD STREET SECTION (60 ' PUBLIC R11l OS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH PARKING TIYO SIDES EXIST. GROUND EXIST. GROUND C WIDTH OF ENTRANCE W EXISTING OR PROPOSED E%PMSgN JOINT 5 SFEWAK OR SIDEWALK SPACE 0 W t2 j f EXPANSION JOINT E w IL j N L L � •P CURB INCLUDEDIN W V 66 ENTRANCE GUTTER ¢ ,X w tea" Q u W e FLOW LINE O'•' x r EXPANSION JOINT ENTRANCE WH DESIRABLE MIDTNIMUM 18' c ABSOLUTE MINIMUM 12' I EDGE OF PAVEMENT HALF PLAN C -I CG-98 ENTRANCE LIMITS OF PED.! LIMITS OF PED. ACCESS ROUTE M ` ACCESS ROUTE OR UNPAVED SPACE NON -TRAVERSABLE UNPAVED SPLOPE ACE WIDTH OF ENTRANCE - AJ LMI75 OF PED. LIMIT$ OF PED. CE55 ROUTE ® NON -TRAVERSABLE ! PCCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAJL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RKkff-OF-WAY IS RE RED F THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND LJ EXISTING OR PROPOSED VDOT RI 7-OF WAY. I I c. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ' �' ' e• • n. UNOBSTRUCTED, STABLE, FIRM AND SLIP RESBTANT Y PATR CONNECTING ALL ACCESSIBLE ELEMENTS OF A boe po• 1�=y EDGE OF EXISING PAVEMENT AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS - EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %M INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES. OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES( 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEEMS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMA OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 5DO FEET APART. 4, THE PROPOSED ADJACENT TRAVEL LANE SHALL A MILLED A MINIMUMESS WAVE OF 1 / NICHES MO REPLACED WITH M ASRIALT SERFAGE COURSE TO MATCH ME PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILUNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT Till SHALL CONFORM TO THE REOUREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED 1.151 A 10 FOOT STRAIGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. XVDOT I SPECIFICATION ROAD AND BRIDGE STANDARDSASPHALT PAVEMENT WIDENING REFFRENGE HEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC vs 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION All WHEN A PEDESTRIAN ACCESS ROUTE CG-n - CROSSES A COMERCML ENTRANCE I I THE CROSS SLOPE SHALL BE 27, FOR A WIDTH OF 5 FEET. 3 A`l -STREET GENERAL NOTES (RADIUS TO BE AS c APPROACH SAME SURFACING I AS MANUNE ROA)W'AY (ME NOTE 3) SHOWN ON PLANS) 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ (RADIUS TO BE AS OR CC-2 THE CURB FACE ON THIS STANDARD IS TO _ _ _ _ _ SHOWN ON PLANS) BE AOJUfTEO TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. 2. SEE STANDARD CO-12 FOR CURB RAMP DESIGN TO BE D 6 SIDEWALK USED WITH THIS STANDARD. SIDEWALK (SEE w NOTE 5) rc I OPTIONAL UNPAVED SPACE w FLOW LIE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE __ --� +----- R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REWIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION EXPANSION IN THE ENTRANCE.) JOINT I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH 'l 2'-D.' OR AS MARINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A �w PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK E MAINLINE ROADWfONLY TRJffFIC, THE DEPTH FOR SIDEWALK k CURD RAMPS 10' PARABOLIC CURVE (ENTRAN WITHIN THE EMIT . OF THE RADIISHOULD BE INCREASED TO P (SEE CG-13) FACILITY THAT CAN BE APPROACHED, ENTERED AND EDGE OF PAVEMdT OR B X MAX. D USED BY PEDESTRIANS. F ACCESS ROUTE IS ADJACENT OPTIONAL FLOW LINE GRADE CHANGE ® _ - - B. PLANS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW TO BACK OF CURB, MINIMUM WIDTH SHOULD BE S'. SECTION F-F D (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRANACE ACROSS MAINLINE ROADWAY - - - - - - - - - - - - NOTE 7) THE ENTRANCE. 8% MAX. 0 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES MH E PEDESTRIAN ACCESS ROUTES ® ARE BEING jf_p11 GRADE CHANGE ® 0" ARE LISTED N THE ALLOWABLE ENTRANCE GRADE PROVIDED, A MINIMUM 4' TRAVERSFF�BLE WIDTH .III D TALE. THESE VALUES ME NOT APPLICABLE TO STREET IS REQUIRED WITH A MAX. 2X CROSS SLOPE. CONNECTIONS. 5' MI 20' MIMUM FOR - . a COMMERCIAL ENTRANCE INTERSECTION NOTES WHEN USED IN CONJUNCTION WITH STANDARD ,'�• .'�, B. WHEN CC-IIIS USED FOR STREET CONNECTIONS, THE Cl OR CG-7, THE CURB FACE ON THIS ' M• ® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH All POLICY AND THE APPLICABLE REQUIREMENTS _ U 1 A\ CURVE STMDMD IS TO BE ADJUSTED TO MATCH THE NP A SEMEN MOUNTADLE CURB CONFIGURATION. oYS?ooq'oe SECTION A - A SOF THE VDOT IGHT DISTANCE AMC) NE VIALLE ARUEO REIC6ENTSG STOPPING (oRMAL GUTTFIR ® - - - - - ®---------- -" % SECTION E-E • A.n . p- • e. • e• • S. . e. • I- 1. e. YY4o`e^ x x MHO% TO 10% CHANGE 1'- 3" 'e4 v4 bAYc6ggY9e eS CLASS A3 fH.E.S.)CONC. . a oYAve 0 6" AGGR. BASE TYPE I SIZE 21B • n. 5.-0.. I ® POINT OF GRADE CHARGE • ti. ' �- p• SLOPE 5'-0'• . FOR CURB AND GUTTER ONLY NF . e. e. • e:. FOR SIDEWALK CURB AND GUTTER x z 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS bq Ao ,? BUILT CONCURRENTLY •� A4o4h:5 SECTION C-C x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL MD B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10- INTERVALS SECTION OLD SPEOFICATION `l REFERENCE STANDARD ENTRANCE GUTTER Noon AND BRIDGE sTMDARDs REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 B. OPTIONAL FLOWLINE MAY REWIRE WARPING OF A +{ yP� PORTION OF CUTTER TO PROVIDE POSITIVE DRAINAGETII 4"' ACROSS THE INTERSECTION. 2" B ALLOWABLE ENTRANCE GRADE CHANGES c. r•:rCLASS A3' -� CONCCONIC .1 •.V 'p .s.• .i.e _ RETE SECTION C-C ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM NIGH 1 MORE THAN 1500 VPD OX 3% MEDIUM 1 500-1500 VPD 53% 6% LOW I LESS THAN 500 VPO 5 6 % B % NOTE+ ALLOWMLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS ERENCON 1V�T ERENDE METHOD OF TREATMENT ROAD AND BRIDGE STMDM05 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 J0� 04 G7 �•yti �' / CA�M 00 N CIO V I N z O Q -j N � > �- W I� J J > J a LU z J - L LLJ Q 0 06 �1. 0o w Y 0 LU O UlU^) Uj W W z U) LL J Uj w CID W (Y J Q N W W a � JOB NO. 182152 SCALES 111 - 8l SHEET NO. 9 SEWER SERVICE LATERAL CONNECTION NOTES: I. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT) 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN UNE- I SECTION SERVICE LATERAL _,rIN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 1' COMPRESSION X J/.• RAIE PIPE COIPUNG OR APPROVED EQUAL CONCRETE ENCASEMENT VnnT C1 ASR I DOT NO 1 HE BEDDING NOT TO SCALE LENGTH (VARIES) GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIALFI INITIAL BACKFlLL BEDDING 3 STONE IF STABLE SOIL ROCK N SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION P FOR ALL BI MATCH EXISTING PROFILE /� i m 'P EXCEPT WHERE SLOPE OF f-'MAX. BANK EXCEEDS 1 TO 1 A : I / UNSTABLE W. 4 1 e' INITIAL BACKFlLL 4 1 T SOIL M7 MIN. MIN MIN SECTION TOUT - #6 \� =GRANULAR FILL AS -. 8 STONE .•3.0' MIN. .. ... _ -rt •:.j {.''! (ti'.. {a:'f:,':T; '>)'. APPROVED BY ACSA e,�: S CK� STABLE SOIL OR ROCK' ;,:;::;: %Lt-•::: NOTE ;UNDISTURBED 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, MATERIAL A 2, NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. ELEVATION 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED NOTES 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMSED. CONCRETE ENCASEMENT IN THE TRENCH. WALL BE REWIRED. 2 WHEN BEDROCK IS ENCOUNTERED AND 5 BELL HO L - WIDEN TRENC ACCOMMODAI ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEE CU.YD. ( CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 96 221/2 200 1.50 2.25 2.00 260 2.52 0.15, 0.10 2.00 2.25 2.50 D.75 it 1/4 1.50 200 2.50 0.10 90 3.68 3.1E 3.21 0.48 8 45 22 1/2 2.6E 1.6E 268 2161 2-77 269 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 21fi 2-67 0.13 90 4.83 3.83 3.42 0.83 • 10" & 12 45 3.33 3.58 295 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 286 0.24 11 1/4 1.83 2.33 2.84 0.18 AS IJ ME AND HER NUT ASTM A588 (TYR) PLACE 5' GALVANIZED " WITNESS " POST WITH UNDISTURBED EARTH UNDISTURBED CAPPED ENDS PAINTED BLUE IN REMOTE AREAS _ SOIL DYP ) 3aF4AG AS DIRECTED. MARKER LOCATION MAY BE SUBJECT aLL-TH aoD NOTE: HYDRANT MUST BE 0 70 HIGHWAY DEPARTMENT APPROVAL. EQUIPPED WITH CHARLOTTES- g N 4lj ,f polip, n t: ni VILLE THREADS WHICH IS WATER WIN THE LOCAL STANDARD. x FINISHED GRADE ® wo LENGTH OF BRANCH VARIES VALVE -f rcs 6' MIN +, 2' TO 10' (2701 IN 18"-22" of UNgSRIRB WITH PLAN 7 CU, FL ALVE BOX ADJUSTABLE TRAFFIC RATED #58 STONE I II VALVE BDX W/ LI➢ it �Cl/55 A-3 CONCRETE FTf M Y'7 ELAN UNDISTURBED SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER WRING CONSTRUCTION THE COLLAR DIMENSIONS SHAM INCREASE COVER EWALs OR EXCEEDS Y. THE TCH SHALL LES SHALL BE DUG OUT IN ALL CASES. BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VOOT CLASS 1 RIPRAP. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES ACCORDINGLY. REN SIZE, DEAD ENDS AND AT VALVES. SEWER DUCTILE IRON WATER 2. USE 250D P.S.I. CONCRETE, TYPICAL STREAM CROSSING 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES 4. THE CONSULTING ENGINEER SHALL DE RESPONSIBLE TO THE VERIFY THE TYPE &SIZE OF PIPE INSTALLATION & BEDDING ALL THRUST BLOCKS.NOR N.T.S FIG. S-7 NTS CONCRETE THRUST BLOCKS RD. W-3C TD-38 FIG. W-2 14FlCw 3 TD e FOR USE ON ARFACHEO FAMELY RENABLE OUA ANDDENnAL ONNxcEg DN DDAL RESIDENTIAL U AND IN6WTIIX1 4R'aCES. 1^e•.1• TEE ROM ND R SNFAµO rnxss a' DUAL SERVICE 1• WMPFES90N x 3/4• MAZE PIPE COUPHNG OR APPROYIO FOUAL ,• IYIE nr ERFF COPPER O FOR USE ON DETAEH SGIG FAMILY E RFCpENNL SLANCE WEAE AN OMMATON IDE➢. ENTER IS NOT NAND SINGLE SERVICE MIT S 1) SADDLETALL BE OSEO ON PVC PIPE, T-CAST NW LED OFFIN, RNEEM GRADE 1/8 BEN) C mw-\ a METER 11 RO PtlGTON $MCP BWC% AS wh NECESBMY .l :`ti.'A•. SAND OR OUST IIXCER 80N AND 9ETIER (S-{NCH 4• dMJEIER WAN MI 12- 16 6: YN'FA'° LONG STORE POCXEL YOST MNMWI lNIIX1E5S) 'F?7.'.�S.:A'"M+.Ny4rv.»+Dl •."'YiA SPED. =. ND. BY AGOMNMIE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) HIS FIG. W-6A ro-10 8"MIN SPRING LINE I� OF PIPENO. 68 68 STONE - REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFlLL* (6" LIFTS) • THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL a,9ONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE - TYPICAL SEWER PIPE INSTALLATION IN TRENCH NITS FIG. S-3 TD-34 F� GOOTENTT E SPANNEE.MYE AT AT PAM SHw,eEA INMELANT NOTE Wtt[i FIFESEEFIFESEE Ip11 PSi COTE. Le z'-r T-D•' anss ON Marrm w V,YR,yIL 9IWAgON REQUIREMENT, (DOW Ci PAVED 91EUEERI PAVED SHOULDER SECTION COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1/2" WATER CAST IRON LID 18" METER BOX A"" Iry tiry tiN 1 . ... 6" EXTII4SION 6' Tl° PIPE(/SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8'S-1" METERS) NTS FIG. W-7 TD-13 LWE M sXILL BE CENTEIFD LRDEA CAR MY WITER M.WNTU DPMVFi FIBRM WFAAA V AT TOFO PAVEMENT LASTARAN SLB"aaIEE CNIET M WE Now 1 ST ILOEOAn. AS " COPE HVEWTE OR CMISN9 y55 ABLETARi N. ceKA,IW XFDIreErENr. CURB AND GUTTER SECTION ATTISE .W ,m SrldmIRE. I /� OIILEi Rrt LCNECIYfI IN . OR E INEr IS TO S. FORMED OR CQSNNmFD N ..DE OR PR P IS TO SrMONO AN OENAT ORA'AN4. fµL(LjwN THE INYERT SNUFFING 75 DETAILED IEMW 6 TO CCM6r m A RYIRMIO Lr CdEM CWCNEW MINI CgFOPMIN° TO CLA95 M OR / B Fq1 Wr1Ei -.� CIY FXROD TRAT 25X OF COMY MDMWTE wY E / Y: r Oi KE r0 GL TO 4 IN RYfrIS N,O EOMERT OF SPOE.&ROMN 9MJC Km1 WITH I WASON COATI EIE OR SWNEH CONCRETE dOtl(. TK 9AEME IS F.F. OF T BE LENT =EB BY ME" CE M TmWRLNG. N. I EL-K °F METALS OF II X STAINING EHILL IEYNH EON ARE OETNLS OF NVEM aXIPHC AS SHOWN N ME FOR EXN,RE APED IP8WALYMTo' � I TTHE PAYTmE I NET wu MTTLMAE ET _ OUTLET PPE L°ml°N"TI°" No noN LINESSECTION B-B No Sc E PLAN METHOD OF TREATMENT IN MANHOLES \�* S IN D STANDARDS STANDARD PAVEMENT EDGEDRAIN INAD NN WM1 yTNNNw9 STANDARD METHOD OF SHAPING REFERENO wro Nw RrvoDE sNDNms 20 Nm 1 aP I EVWwII Wle MANHOLE & INLET INVERTS IMEET I OF T REOPEN DAM ESS JLIrz ne.ys VENiLA RPMIMENI m TRN®.KTATE]N .Yy, w.a NROmA OEPNOENT OF TRANSPORTATION ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) 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 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. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 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). 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 TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT 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. 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. 4" DIAMETER BRANCH AND VALVE - WATER PVC THRUST VALVE i; M.J. FITT VARIES BOX PLUG _ •.. TEE 2500 F.S.I. CONCRETE a BASE AND THRUST'Y•-Y".TY BLOCK AGAINST £ \\VII UNDISTURBED STABLE ' SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL. IN ADD[RON TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S, FIG. W-4 TD-8 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA -" ,M»o No. 35791 11/23/20 M.J. GATE VALVE H z w as O U W Ln ~ WATER LINE W .b W z Ce � O U 2500 P.S.I. CONCRETE B a 2'x 2' BEARING AREA. LU W 0THRUST BLOCK 4 W Z u. z .~ !n W A e. A .. 4 J a z Q W z E AT O _ w z u LL [aj7 Z LA W _J CK: 06 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. v, p z _ � Z O � TYPICAL GATE VALVE \ (n � o z TUTS FIG. W-5 W Inc Q J ~ Q d ro-s z 2 o W m W [n Q > Ce W r w a z w Lu 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN -J RESTRAINED RUBBER COATED STEEL I STEPS CAST IN PLACE JOINT FITTINGS 3'-0" MIN STREET SURFACE OR NON -PAVED AREA t„ T Ate. 1'-0" MAX PRECAST REINFORCED /� �_% O O o 0 ON-LINE CONCRETE SECTIONS 12 MIN r v rV o „ NO" RING SEALS 16" MAX 1 BRANCH Lu O O N �? (TYPE B") T 12" ) 7 MINIMUM ELEVATION } M DIFFERENCE ACROSS M.H. 5" 4'-0" �r / /) - 0 N FROM INLET TO OUTLET CO ° SHALL BE 0.20 FEEL VARIES VARIES 4- 3 THREADED COUPLING CONCRETE _ 2" BRASS NIPPLE AND PVC DEPTH .OF FLOW FILLETS CHANNEL TO BE o CAP 3/4 DIAMETER OF j LUBRICATE ALL THREADS CONTRIBUTING -- �•'L--m 0 SEWER. .R a c METER BOX (SEE FIG. W-7) A FILLETED INVERT OR A SM00 "" •B 12" NOTE TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION 0) NO. 57 STONE INLET & OUTLET PIPE SHALL BE WITH STAINLESS STEEL ALL CONNECTIONS TO PROVIDED. MIN. 6" BEDDING BAND EXISTING MANHOLES SHALL 2" PIPE SLOPED NOTE W/ NO. 68 STONE w BE CORED AND A FLEXIBLE " C~ TO DRAIN IF - GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE IJ-CONNECTION BOOT =o INSTALLED VARIES VARIES 2° BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE N WATER MAIN AND VALVE 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED ARE SAME SIZE PLUG INSIDE AND OUT. TYPICAL MANHOLE PLAN DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN Nt (TYPE "A") SHOWING BRANCH TIE-IN N Z W O TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS OD J FIG. S-I-A FIG. S-I-B N NTS TD-25 FIG. W-8 Q w TD-27 m_lo CUT rm m CYI <IYPKKI wYre rF PAY Ftli fcAVEML4f PAY LNIs F yrlLi R,E 10 A. WrILT RPF le• PA B� ENTTm Y G 4 bf LL ST. LAME E.ON �) ME TCE m FLL TEE USE/ DLL WASNNpN MART P/N'x LIE ITY',MM P" SMD.LIDi WE COMBINATION UNDERDRAIN CDA AT LOWER END OF CUTS '^ I ENE ce PAXaErIT CENTER LINE SECTION IMALL L.aS NO. LAIR 11 ISaacl W1.1 COMBINATION UNDERORAIN CD-2 ON FLLS TMVEL LNEB H e• CENTER LINE SECTION I mm Tort 1....1.1 ft m¢ BF PAvaAQIT TRENCH PLACEMENT A FAr Lrls rW O.rtLIr PIPE rD alwLanER UNE SHOULDER L BEEM ON PS• TRENCH PLACEMENT r PAWMmr MV L BASE Emm Euov ncLL ,E ce Eu 9M45E OY/ W-PAYEMIT SURFACE L BME I m PAY FM P�-SwL°i wlfRIM IYPCItlIz i IIYPCK) "'".v.onuwssxCG,a°''icrE•ieealnAlvnrlEawm�iErlsEs P P " ENMEASE Goo QIr1ET RE P. a o.o = tT{�; o ". FSFucr YArwx rrPBlmE PLAN VIEW SHOWING PLACEMENT OF PLAN VIEW N57 AG9EWIE. Na KSREWTE ce CRUSHED o..; CD-2 UNDERDRAIN CCOIExIIF DLNXI4E r/9Nc (PLACEMENT OF CD-1 COMBINATION UNDERDRNNI MAM MIETRA A6 ce OAl N EDME E rs. OR A �E NON -PERFORATED OUTLET PIPE OR TYFEE - -E Qa91x0 MEN. PAVFwr suNKF L EASE •Noun IN SICBAµ oL CF1L:x1 sIURDER MURD sIIBBASE 9100111 WAIL PK .ws 0.165 TO To T e "00 .<. a rsE1FLr wrEMFL IYPEI pt sl.BlfMG-PAVQq} P e. ". o. e. CCYF"1 m LK Sr/eLNmH ,:::• P. 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W Ia Ycne9. SONS I rs VDLaL rD TOEBASL FROMBE mrLETS ID, IIICECNMHS TEr ME TO BE LOCATED SO AS To ON. NTo GY WE -I E S. M LVE MO milFW YC1wM, W1ElE rt B WmSBE io OTMERNISE PROVLf ANANT µ[rz OR YNrEI[s- m- BUT rm11MF ..WA EEY YE TOµ LOCATED $0 AS TO S AN PRO DROP 5. m a°PERELEVAIm SEC iIEXCN 5 10 N UIER EM IE PAVESEFr NKA 1FF I EWTE BM1SF YA I Nns OR MWIOIIs. - -NET P. Nl LOV ECC PILY- I�5•-0 $ME N0. ]B le• w. CEPrp ONEFT. 4. ON BIR7FlEVA. SECTI Ne TREN]I a TO N ULFl1 ENTYE 1.7 NEA W*x -r1Fr R£ d1 LaN sL'E dlr. S rNMAr EILVAnw AT -YILT EADON OUTLET PIPE T° BE A .. M I' m r805'E I fLCVAIIW m RCCDYF m.WYL OUCH m S1NElY¢. e. AMT EIE'NOW AT OUTLET END G` OJREI MINE TO BE A WMY OF I.- MIOVE Cd1ECIENS ICLtlR. YKS. ETLI wHw PAx Wis im -ILET PPE MC 10 N YELL rxLxµss IwH - HCIEs 7' BC m THE sYE CNRWNO sTREKrH AT SIT. oVILR PPE. PLACEMENT OF CD-2 UNDERDRAIN AT 'MRT TSF. OF LEERS. AN. MTON OR srm.Cl'}E W AL Cg1ECrARM MMAN Ef J WARN PAY IYIS FOR o°REr ME NC TO MNXIFSICO IGCmONo LO ISTY D NO A• Sx'lCrtCCTWW BRIDGE APPROACH SLABS . VU BE EPTIE SAE EN. SITd1YJT1 NE TE ENOWT FAI R C - O IS s[.I cvN[cM TO WI DtNM ..,. ��.. T. SoWT ANE To E :afar mNrEcnD To FN-@ce oTuw DA NAE ONCTLIE. STANDARD COMBINATION UNDERDRAIN SKATNN STANDARD COMBINATION UNDERDRAIN (AT LOWER END OF CUTS) (AT GRADE SAGS AND BRIDGE APPROACHES) .Am ,RAN DA N° AI VEYLA RPMEIIENr EF rRMWRFAINI Em0 GALVANIZED STEEL STEP L m_ w 4aw0 g0.IEYEDRLLc RC° SEMIS° N ECME9W Eesrwn RIIEm SITolEe ... NPROVm BY NE ENt•EER. ZE'°� A, vH" WRx M4rtffCiM£RS cO mswu ENmun wmNA 7 EMERLNL Rm CAL SECTION HD�Ii°,v a Ile CAI OR E WrTwH1 .NEe rAte m ME W' C-C, r'rtw'uirgFi�DMIm ¢D FDuws ""Al `.V f,RmtNC.WMM.IY PAID wmCM, IIIIHfe,N5P1'mp7 fE CAS, ♦ YW W m J- EABmH4.i bI WN W 1.g"B'MSO TYMwEWm- WIM O T dM.N L%RErMD9KFspN NKSM JpID TESTER�+O'TMMRL WITTVATRANA! K S RpI o OF MR. INT'S ALL SRPS IPSIAL. STILL IS MWI. AT. SLI.RE95rIM SAFAMS SAW .K -r NOT UNTLD TY.COWOAOIO YNILAD, ce DIPEIm SAFRas. AYNW STEPS OVLL BE FAOhCAIEO IN ACCmONKF RON RSTY OE2 K pDi-n. TWI 9E iTEP ENCASED N MKOMI SNNL E SN NANNAN. MOT"IIm MA,NC SfOHP VMWLND 10 bLmMRYE sµCANDI le c ww ALUMINUM STEP Poo"ATW RTPEYExcI STANDARD STEP Ruw Nw BYTwF sNaNaa ..I. AS. DATE s1EEr I m 1 wsm AI NO PROJECTION OF PPE ABOVE GROUND LIVE TOP 0' NU TOPED FA lm TEu := oRoao LIVE: = mN.w MATz iLr Ad EN,x - MANNAR A N uw. vw ° D W.TEOO"14NrL A A w ° ° irz0°"°eN wYw° D NORMAL EMTH FOUNDATION �� zSP ROCK FOUND- ATION FOUNDATIONSOFT, YIELDING. OR OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE L • w.Tn AD Tm m FEE rm OFNAL - - C e caaXN - _ _ Ewlx `-INCX p1 ulx.vw o F o A Emkc W,mN NORMALEARTH FOUNDATION .WInDIPw pRx 0 501 ANATERNAL ROCK FOUNDATION YX.VD �INNI ENRN BAIL- FOUNDATION SOFT, YIELDING, OR OTHERWISE VNSVITABLE MATERIAL KV N ..ANICL wH pALMAN , ® �6.CA.1, ,H E ROAT NN wDE NOTES; FOR MAR N MITI S AN FK BEMMC. CNATIN LA55 3 INAWT.. OF INK KLOOM,LE ME w SKEILIOi.1 5F EA XAL NOTES tlo, �TOWB30] OF E W!0 AND NSfiE NOTES ®an'.D W 30 wiWANKCPOWLS °�5W[X 1. 1.1t ME GLASS E MWALL wiLWN kC,Y• JOT m .E NM N9 mOEE B THE 4b MCCENXIS IN- SSALTI So K THE RaV SPOO".. CROONED ION F. m .AF . EM 6 _ 7 O TE RDID I>� IN 1K1 OF 11.g51 XAW E F W \VAT Xoro No EPODE STNBAros INSTALL. OF PIPE CULVERTS AND STORM SEWERSNNESTCATANN CIRC. PIPE BEDDING AND BACKFlLL - METHOD "A" MIpY MMMW m TRI9VRTATw ET I m. R BD Wm m.Q m 1a7.A, Lu H� U) (4) 1" (25mm) DIAL HOLES ON 32 3//4" (034mm) DV 2" (57mm) LETTERS J J BOLT CIkCLE. (RECESSED PLUSH) \ /U) ^ L I [25mm] Z SrN� RRN 2 PICKHOLES Lu IFNI Q 1 FFINNIFF H LLJ 138/2j mm A< O SEW (2) CORED PILTCBMS O (Wn v v Lu 1 1/8" (29mm) DM BOSS 1 1 27 [599mm] [SBmm] 26 1/4" DIA 7" [667rT1m] [178mm] 66" DU _ [660mIA i/4" (6mm) CIA _ 24" Dw NEOPRENE GASKET [606mm]'I 28 7/16" DIA 5/8' [7zzmm] �1 [l6mm] 23" Dw 25"84DW [914mm] 635 ET FRAME SECTION D.D. OF C?SKT GROOVE SECTION •- (bl,,.,, IT c ("I[SUBMIT] 28 7• I- [667mm7 (176mm7 1 I` 24' qA [BO6NIT7 Y ~ O 1 1/2" W 1 W / [3Bmm] [ 9mm] `^ V/ I Q Zw W i I 281 [gt*MNj I [660mm 1 1/2' 13/IB' FRAME SECTION [WIT-1 [3Bmm] Y PIED J Lmetis � a� mED /2 [as'NN.7 P,N[ qRy (TSDI�J D3mm1 3 7N W 22 13 7C To 1 3/8" 6 11/16' [35m1.] 8/18" O.D. OF CRT GaowE [Timm] 04mm] SECTION VIEW 1/4" (emm ON SAM BEM NEOPRENE VSKLT SOL A wmN oaV 1 16 X X 1 1 n 1W0• RUBBER PART/ COB1- 1 S 27 5/6• (T) B i NFX 5/W ,I In S8 W PILXEM. BWB CSmm 2�D. [41mm PARfM OmW1T50 [61nm 1/2• s3 OIA STAINLESS S1Ea. Pon (%) WSIR 5/6 a t50 00 sS I 1 29mm DM SENDS 13mm Pun ametate PLAN VIEW n ( 7 [ 8 PICK8M 6 LOCKMIG ROLE DETAIL uo1E& PYNWrW O BUT612. 11 Tx BOOK 1. ALL MANHOLI WINNER 10O YEAR RDODPLADI OR LOCATED NI AREAS SMARMY TO FLOODING SHALL HATE WATER1101T FRME A COVER (Z) NUr HN J.11f S/9-11 IN 2 ALTERNATIVE DESIW FOR WATERTIGHT COMERS ALL BE CONSIDERED. PAmY m"Ins 3. CORMS 9ULL BE FIXED TO FRAMES UNIT WOONG WCS ON EMBLEM ASSEMBLY. TYPICAL WATERTIGHT 13SR w° OFD PNRI RII G01&pBe MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E VLrJ W J w m 0c:) N H- W W W Of d u') JOB NO. 182152 SCALE N/A SHEET NO. 10 G.V. PVI STA: 1+49.00 PVI ELEV: 558.58 K:1 .z8 LVC: 5.00 PVI TA:14+64�74 565 u, °,' °, � PVI ELEV: 54334 565 � m � °+° � w � PVI ELEV: 545 4 K: z.5o VG 10.00 � w N N u.i K: z6.og PVI STA 16+o7.zy v � v LOW P . STA: 1 +6 4 4�7 PVI ELE : 546.1g > m � w LVC: 137.5o LOW T ELEV: 543�39 K: 6.00 � 560 - > > "' m s o � ^ � LVC: 08.00 560 .6z, � � � � N � S N V1 PROPOSED VDOT STD. CD-1 � v + v � V�1 w lS/1 N w ° � + vi > Ji > � v � v w XISTING GRADE (TYP.) � v"'i w j m j w > m � > w vi j -- ; LL m w m w m w555 555 m � w PROPOSED PVI ELEV:54 34 &PLUG 6' 1.3' PROPOSED GRADE (TYP.) LVC: o o � PROPOSED FIRE HYDRANT OW PT. STA: 1 +34�74 / 550 ASSEMBLY WITH 8"x6"TEE �5 LOW PT ELEV: 4339 550 PROPOSED VDOT STD. PROPOSED 8" SANITARY � ry � m SEWERiROSSING aw � .. � FUTURE ROAD GRADE PROPOSED 8"x8" TEE 545 &( z) - 8" G.V. W m 00 w 545 -z.00� Z00% END PROPOSED ROAD CONSTRUCTION AT 3�5' M STA. 15+68 &TIE -INTO EXISTING GRADE PROPOSED 8" CL. 5z DI WATERLINE , PROPOSED VDOT PROPOSED VDOT o! 1.3' STD. CD-2 STD. 540 Q � �/'a�l 1zA z.00% -z.00% PROPOSED TYPE BLOW -OFF ASSEMBLY A 540 1oA 1 5 0 -IS ROPOSED 8" CL. 5z DI WATERLINE V V z7 LA in Sz 535 w PROPOSED FIRE HYDRANTASSEMBLY WITH 8"x6" TEE w w 535 z zF o PROPOSED 8"x8"CROSS & (4) - 8" G.V. o w PROPOSED 8" SANITARY a � SEWER CROSSING w 530 � � � 53p l0 O N O � O ri � .T M ~ O O � Ol W � O1 N � 00 W CO M S M ul O M Vt l0 � .t O � l0 �t � Ol OD � p .i � .t Ol Vl 1p O S l0 � M Vl � d l!t S Ol S rl n �Y ^ 1 .t � I� � � W .t M O � M � � M V1 ^ 1p � 'j n � � � � � � � � � d � f � � � � TH OFF PVI SCOTT R. LLINS'Z C) No. 35791 11/23/20 575 575 1.0 �ossroNaL E�Gt IXI PR 6. r PROPOSED 8" 45° 8" MARSAC STREET W f O w U w CD-1- PROPOSED w z 0 s g C I_ d w U V' Lu w Z Z U) 0 w J Z W F III (STING RWSA O z a z ERLINEw/ �j w N w 1z"x8" T.S.&V. �"'♦ ,, LINE CONNECTIONCD-2o k cD SHEET 6. �"'♦ p m Z z ` m o z W J w d Z ID a a Lu Lu W W m 0) a > 13+50 14+00 14+50 15+00 w 0 WOODBURN RD WATERLINE CONNECTION U) w O C) O N N N PVI STA: 16+o9.50 r 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+5o 14+00 14+50 15+00 15+50 16+00 16+50 17+00 0 ; n m v m NT SWEDE STREET TEE PVI STA: 12+00.00 PVI ELEV: 566.1z K: 1z.z6 L9 Ln 575 Ln LVC: 50.00 575 7 C) ■ � O N ix L9 MLu SANITARY SEWER AL CROSSING N O Cn J NLA Lu Lu LLI J E J U) PROPOSED V ; J O PROPOSEDLn LA Lu z LLLLLj L z o z z < C) LLJ O ~ Y aLu �� > o�S 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 U) O >/ MARSAC STREET Lfl w Q z LL] Ln U) Lu H Lu TIE-INJ Lu STA. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED INmmi Q VERTICAL GRAPHIC SCALE SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 Ur -1. 0010a 0 z.5 a 10 20 THE NT RE RINCHES IN IOADBED ARECKNESS A RIN AOCCORDANNCE WITH MPACTION OVER O O PROP VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 N ( IN FEET) NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN 1 inch = 5 £t. 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 G F HORIZONTAL GRAPHIC SCALE RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND o w s0 0 ze s° io0 zoo BRIDGE SPECIFICATIONS, SECTION 302.03G. a m JOB NO. NOTES: 182152 ( IN FEET) 1. ALL FILL TO BE PLACED AT 95%COMPACTION. SCALE IXI Ln VI 1 inch = 50 £t. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 1u - 50i 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SHEET NO. SANITARY SEWER MUST BE PROVIDED. 11 10+00 10+50 11+00 11+50 12+00 12+5o 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 PROPOSED W WATERLINE WATERLINE NOTE: SEE WATERLINE CONNECTION NOTES OPOSED GRADE (TYP.) ON SHEET 57p 57p EXISTING GRADE (TYP.) BEND TO N���� 3 5 g+88, LV : 100.0o PROPOSED FIRE HYDRA � n, � � ASSEMBLY WITH 8"x6" 01 + 00 w 01 N + � � � 565 565 m V � Z00% PROPOSED PVI STA:13+8 .00 > m / w "x8" TEE & PVI ELEV: 546 6z / f(2) - 8" G.V. K: z6.35 56p LVC: i35.o / 560 °n � � w o � �0 o 1.z' 'a- m '^ � � � / 17 VI STA: 11+77. o � > 00 o ~ �^ V > "� PROPOSED 8" CL. 5z DI WATERLINE 555 PVI ELEV: 5zz. 1 > � � j 555 K: z6.o6 LVC: z53.00 PROPOSED VDOT STD. CD-1 PROPOSED FIRE HYDRANT ,�,� z 1�z� ASSEMBLY WITH 8"x6" TEE � � °ry � o m V V � 55p � N ui � z / 3.5' MIN. 34A 55p m � w PROPOSED VDOT STD. CD-1 � m w ' � � Z + p 545 N � w 545 EXISTING GRADE (TYP.) I � �3 "� � 3oA 54p � 54p PROPOSED "CPRO 8"x8" CROSS `" / & (4) - 8" G.V. 1.3' 535 � 8"x6" REDUCER 535 0 9 � PROPOSED GRADE (TYP.) Y � 6 0' w I 53p � 530 z 0 F ' PROPOSED 8" SANITARY w PROPOSED VDOT STD. CD-1 SEWER CROSSING a! 5�5 F ROPOSED 6" CL. 5z DI WATERLINE 5�5 TO EXISTING o BERKMAR DRIVE ° ELEV=518.83 � 14' 5zo �^ 4q 5zo z. PROPOSED 6" 90° BEND TO DOT D PVI TA:1o+15.00 0 � o � PVI ELEV: 558.74 � � N w K: z.5o PVI S A: 11+10.00 � �^ N `^ VC:1o.00 PVI E EV: 560.64 v � � PROPOSED GRADE (TYP. LOW P .STA: 10+15.0 : z8 1 � > � > 57o LOW T ELEV: 558�79 LVC: 11 0o m m > w 57p o w o 00 o o PROPOSED VDOT STD. CD-i Z,00% s w Nw+�+ VR PROPOSED � �� u.i .�+ SERVICE LATER � .°, EXISTING GRADE (TYP. 565 � °>° � `>" � m � 565 m w m pROPOSED 8"x8"TEE w & (z) - 8" G.V. 6.08/o ° PROPOSED 8" 45°BEND / 1 z' �. TO WOODBURN ROAD 56p z00% WATERLINE CONNECTION 560 'Oo PROPOSED 8" SANITARY STD. CD-z PROgL 1g SEWER CROSSING 8"x8" TEE z) - 8" G.V.555STON W/EMPIRE STREET555wPOSED 8" CL.5z DI WATERLINE O�OSED SANITARY SEWER o ww 0 ICE LATERAL CROSSINGS 550 � � � 550 � Z00 p ci � N �n� O rNi O N l!1 N O N w � �, � �, `v, �, v, �, `u, �, `v, �, `mu°, �, `Ova, �, 'vp�, 530 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+87.8o �RIM:523.87 INV IN. 5o8.3i FROM MH-7 INV OUT. 5o8.11 TO MH-5 530 RIM:526.00 MH-7 INV IN. 507.72 FROM MH-6 STA:ii+63.66 INV OUT. 507.52 TO MH-4A RIM:523-75 6 INV IN. OI 525 STA:6 o9 97 RI M:512.7o M H-4A INV OUT15o8.75 INV IN. 502.90 FROM MH-4 STA:8+84.75 RIM:514.50 I INV OUT. 502.7o TO MH-3A INV IN. 5o6.8o FROM MH-5 EXISTING RWSA12" CIP INV OUT. 5o6.6o TO MH-4 WATERLINE CROSSING \ S20 M H-3A STA:5+70.90A TEST PIT 520 RIM:5o9.8o M 4 ELEV.=7.8' ROPOSEDGRAC INV IN. 502.00 FROM MH-3B + SR / INV OUT. 501.8o TO MH-3 M .42 INV IN. 06.25 FROM MH-4A / 515 INV OU . 5o6.o5 TO M -3B NOTE: CONTRACTOR SHALL TEST DIG THE EXISTING RWSA 30" DIP 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 - _ _ / WATERLINECI - _ INV IN. 5oo.6o FROM MH-3A f INV OUT. 500.4o TO MH-2 / 510 1.5' MIN. 510 EXISTING RWSA i2" CIP WATERLINE CROSSING ==4=== 8" DIP 8" DIP 63.32 LF @o.62% 505 3 3 8" SDR-26 PVC 130.64 LF @o.55°� 505 zz EXISTING GRADE (TYP.) 8" SDR 26 PVC 62.82 LF Qa 0.55% 8" DIP 203.89 LF @ 1.54°A 71.85 LF Qa o.61% 500 / 500 / / 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 1 495 / 8" SDR-26 PVC 8" SDR-26 PVC BORE & JACK PER ACSA STANDARDS 45 LF OF 24" 19-54 LF @6.14% 35-07 LF @ 2.00% STEEL CASING PIPE (o.5o" MIN WALL THICKNESS) MHRV EX MH-HRVSTMN-1-1 EX W/ 8" RESTRAINED JOINT D.I. CARRIER PIPE. o RIM:482.71 490 INV IN. 477.o1 FROM MH-1 EX. INV OUT. 476.81 -STA:2+3.6.99 RIM:482.83z.83 490 INV IN. 478.62 FROM MH-3 (2) MH-i 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 INV IN. 477.62 FROM MH-2 485 INV OUT. 477.42 TO EX MH-HrvstMn-i-i 3.5' 48o TIE-IN TO EXISTING MIN. 480 SANITARY SEWER MANHOLE 8" SDR-26 PVC 8" SDR-26 PVC 143-87 LF @ o•56% 475 65.12 LF Qa 0.63% 1 1 1 1 1 1 475 V1 .t to to rl? M l!t M N M O 00 .t l!t l!t to O O O l0 M O to N N N 00 N 00 N 00 N 00 N 00 l!t 00 O 0) l!1 0) Ol 0) N O l0 O 0l O ri 'i •i 'i 'i ci rl rl N to N O N N N ,y It It It It It It It It It Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln L!1 N 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 M H-7 - EX M H-H RVSTM N-1-1 7+50 8+oo 8+50 9+00 9+50 10+00 20+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 (i-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. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. 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). A MH-8 ) MH-6 iE (TYP.) A 3o" DIP ZOSSING 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 i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.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.o3G. VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 k7 SCOTT/R. CiNLLINS'Z Lic. No. 035791 A 01/25/21 ,Qi z W z O ~ w ~ w N dE � f o f f o 2 N ((% 0 z Z z Z F LL z o in 5 o 5 o 0 W a W w w z o W Z w 0 0 0 1�1w Ar1i Q M N 11 N rj 0 Lu ii z 0 � F w F w a u a f o a f 0 a � w C)rn m 0 V Q V ¢ z O J g F w 6 w 6 u- w Z W � W � z z a O 5 K N N N N N N N Lu 0 0 0 0 0 0 0 Qr1i � r1i .may 0 w w z w C`') N TOT V! N N LJJ J J_ U) Lu J U Lu U) F_ LU Lu U) H Lu ry rQ V C) C) N z Q J J �1 ZD 06 0 Q 0 Q H� LL. 1 a! 1 0 0 LL Lu 0 ,.L/ L Q W co r w O w x a (n JOB NO. 182152 SCALE 111=50� 0 12 575 570 565 56o 555 MH-16 550 STA:0+71.84 R I M:544'00 INV IN. 531-45 FROM MH-17 INV OUT. 531.25 TO MH-11 � � V M H-li \ STA:o+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-io 540 535 530 MH-23 EXISTING GRADE (TYP. MH-22 STA:8+o5.21 MH-21 STA:6+94.67 RIM:569.67 M H-zo STA:6+44.07 RIM:567.66 INV IN. 562.45 FROM MH-24 STA:4+72.47 RIM:567.39 INV IN. 561.2o FROM MH-23 INV OUT. 562.25 TO MH-22 RIM:56o.25 INV IN. 55937 FROM MH-22 INV OUT. 561.00 TO MH-21 INV IN. 549-53 FROM MH-21 INV OUT. 559.i7 TO MH-20 / / INV OUT. 54933 TO MH-ig 1 PROPOSED 8" DI MH-ig _ WATERLINE CROSSI STA:3+79.01 / PROPOSED 8" DI RIM:559.67 WATERLINE CROSSING 1.8 INV IN. 548.7o FROM MH-20 INV OUT. 548.5o TO MH-18 / 2.3 8" SDR-26 PVC MH-18 STA:2+86.34 SDR-16 PVC 1z0.32 LF 0.81% / 8" RIM:555'13 106.55 LF @ 0.99% INV IN. 547.2o FROM MH-19 PROPOSED GRADE (TYP. INV OUT. 547.00 TO MH-17 PROPOSED 8" DI 8" SDR-26 PVC MH-17 WATERLINE CROSSING 46.5g LF @a 3.50% STA:1+62.33 RIM:546.76 INV IN. 539.2o FROM MH-18 INV OUT. 539-Oo TO MH-16 z 3 R-v�5�5 19 �5 3;4 61o�F / 8" SDR-z6 -1470/o 8" SDR-z6 PVC 88.67 LF @ I 89.46 LF Qa 0.70% G �v(0e65°°�° M H-24 - M H-11 CO ove' yvo. DI 2OSSING N ^ N N "t � N N °° OD 0) o N o W N o^ Op a^ ! ° N ^ S ° o O m co m `^ Ol a ID � co � 10 co � ri co D `O � 00 i0 W OD LD D o LD Ol �n �^ �n Ln � �n 0 � �n 1D D v, � `D v, v, �D �n �D u, � L QJ o10 O�ry�Sb 0 h < 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+oo 8+50 9+00 (b69 570 525 \�8" SDR-26 PVC 67.84 LF Qa 7.08% lo It Ny CO 00 m m m o 10 m CO N .t °D 0 d I S tD S 0) N S Ln Lm 0+00 o+5o 1+00 1+50 2+00 2+50 3+00 3+50 INV IN. 518 INV OUT. 565 1 555 1 550 1 545 1 540 MH-8 STA:1+oo.45 / RIM:533.00 INV IN. 529.78 FROM MH-g 535 INV OUT. 5i9.58TO MH-7 MH-7 STA:o+oo.00 RIM:5z3-75 5o FROM MH-8 o8.75 TO MH-6 525 -PROPOSrD 6o" MH WITHINTERNAL 1 520 \\_8" DIP 5�5 96.45 LF @a 1.12% 1 510 GRADE 8" SDR-26 PVC n.45 LF @ 0.520A 575 M H-24 STA:9+29.53 RIM:571.17 INV OUT. 563.42 TO MH-23 570 565 56o 555 550 545 540 NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. 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 D 2.5 5 10 20 ( 1N FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( 1N FEET ) 1 inch = 50 ft. I I MH-i5 STA:8+19.32 MH-14 RIM:563.50 STA:7+09.65 INV OUT. 557-75 TO MH-14 RIM:559-58 FROM MH-15 / INV IN. 553.2o INV OUT. 553-oo TO MH-13 / MH-13 / STA:6+25.51 RIM:554-00 INV IN. 548.2o FROM MH-14 / INV OUT. 548.00 TO MH-12 -- / MH-1z STA:5+36.86 RIM:548.75 vC R v6p 3y°b INV IN. 541.2o FROM MH-13 yo5 INV OUT. 541.00 TO MH-11 EXISTING GRADE (TYP.) / 6Qo �5g9 �v �o 00 1� MH-i1/ SRAM+3°'oa pROPOSED8"DI 539 INV IN. S26.45 FROM MH-16 INV IN. FROM MH-22 WATERLINE CROSSING 6QJ.6° C 526.45 INV OUT. TO MH-lo g 5z6.z5 / �9 66V )//- ��. MH-lo STA:3+6739 1 1.5' RIM:533'00 INV IN. 524.7o FROM MH-1 - 15 INV OUT. 524.50 TO MH-9 / / 5. z' a� Iroy 4.1 pQ ti� MH-g STA:2+41.89 RIM:526.5o INV IN. 520.7o FROM MH-lo ro INV OUT. 520.5o TO MH-8 0ti N 8 R Ca13 y''% �26 pVC 8"SDFC6.63 59o4 MH-15 - MH-7 M00N �9 O Ol O Dl m W M m 'i N N m •i .t �t M m H Ol N N lD ei m 00 Ln N `� lD •i 00 N ~ OD lD m H m W m M m .t M N O M ^ N lD N N •i M ^ N �/1 �t rl m lD .t m W �t '.j f Ol N l!t It lD L!1 N Ln W Ll1 y� 0 lD W m l0 Q W VI lD r! W 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+oo 565 56o 555 550 545 540 535 530 525 520 Ulu 510 v1 t G� SCOTT R. LLINSZ Lic. No. 035791 .t�- A 01/25/21 ,Qi z z O w w w dE 0 f 0 N 2 u z z N F W 0 z z 5 z 5 n LL 0 O in o o W a w w w z rL all a o W Z w O o o 1�1W ¢ rn N Ln /Ar1i rj N o W z f O z z 0 z a f o f o o � W m m ¢ V ¢ V ¢ f C) z 0 J ¢ W ¢ W W m Q Ln Z n n w N N N N N N N W C1 N O N N N N m M l 1 0\0 .may L9 ti C`? J 07 0- C) N U `' Nt J_ a) N W NZD > 06 l/1 Lu Q Lu J J Q LL > p O Lu I- J 0 w _ 1_L1 U u) Lu Q ul O Q W � � Lu LU _ H F_ O JLu p[ J Q < C Q G o C) C) w F 0 W O W x o_ U) JOB NO. 182152 SCALE 111=50� SHEET NO. 13 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 i' 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS 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-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. e0 J m io m � m LL p 0 O N m m O m LA m Imo w0 Ci At 0Lil 000 565 F N > c 565 m L11 n O N vi N v�i `.`.' EXISTING m u u u? z Ln m GRADE (TYP.) ,� z z z p - -tom ~ a Z Z Z Z 56o 0 560 m -co -0 0 m N0,6 mm0 O LnO O 0 0 0ko� N ro `^� / ROPOSED GRADE (TYP.) ~O ° . `^ ? O 555 > ,.� c+ T Ln � �F > > Ln z z 555 r 00 ?zz0 _ STIR: 26 VDOT STD. DI-36 (L=6') F m LL vi o >> > Q o)o TP=543.83 e m INV IN: 53635 TO 2 o 0 W M N° L<1 55 INV OUT: 536.25 TO 8 0 -0 0 0 550 n-rHHN o o�,om p > 00N 0 0 of eo In o amm RCQ 160(0 �5 STR:8 VDOT STD. MH Z Z Z 0 00 F TP=541.17 w 11 > > > > 9 9. INV IN: 534 ooTOlo Ln Z Z Z Z 545 INV IN: 535.So TO 26 INV OUT: 529.67 TO 6 15" RCP 543o LF �a 5.52% 540 540 PROPOSED 8" DI 1 5 1.4' 15" RCP WATERLINE CROSSING 46.o1 LF @a 3.26% PROPOSED 8" S INITARY 535 SEWER CROSSING 535 4.1 Li5" RCP 28.o5 LF @a 2.92% 530 PROPOSED 8" S..... RY SEWER CROSSING 15" RCP 2 5.56 LF @a 2.93% CONTRACTORSHALL INSTALL A " THICK STEEL PLATE AT THE 5�5 BOTTOM OF THE STRUCTURE rn Itm 0 ko M io 0 0 �rl a a �' In In In Ln 0+00 o+5o 1+00 1+50 2+00 STR-36 - STR-8 530 570 565 56o 555 550 545 540 535 530 525 D VDOT STD. RIPRAP OUT 5zo INV. OUT=5i 515 PROPOSED GRADE (TYP STR:io VDOT STD. DI-3B (L=6') TP=543.92 INV IN: 537.42 TO 12 INV IN: 536.75 TO ioB INV IN: 540.42 TO ROOFS INV OUT: 535.17 TO 8 EXISTING GRADE (TYP. / STR:8 VDOT STD. MH TP=541.17 INV IN: 534-oo TO io INV IN: oTO 26 0 m N J_ m C) � o O 0 p m � STR:18 VDOT STD. DI-313 � (L-12') > 570 STR:16 VDOT STD. DI-3B INV IN (L=6') TP=56633 n'� : 55935 TO 20 d In O> TP=559.83 INV IN: 562.83 TO ROOFn v~i H Z INV IN: 552.77 TO 22 INV OUT: 559.25 TO 16 INV IN: 552.77 TO 18 , INV IN: 55633 TO ROOF6 565 INV OUT: 552.67 TO 14 PROPOSED 8" D TP=556.84 I -WATERLINE CROSSING PROPOSED 8' DI STR:14 VDOT STD. DI-36 (L=8') WATERLINE CROSSING I N V I N: 549.75 TO i6 INV IN: 55333 TO ROOF5 56o INV OUT: 54633 TO 12 STR:12 VDOT STD. DI-313 (L=6') TP=548.28 / INV IN: 542.25 TO 14 PROPOSED 8" DI 15 RCP ° INV IN: 541.00 TO 12B WATERLINE CROSSING 30.23 LF Qa i.o6/o INV IN: 543.25 TO ROOF4 z RCQ y9°/0 555 INV OUT: 540.90 TO io F�6 / / 5355 INV OUT: 529.67 TO 6 00 STR:6 VDOT STD. DI-313 (L=1o') PROPOSED 6" DI TP=534.25 WATERLINE CROSSING INV IN: 528.58 TO 8 INV / OUT: 523.5o TO 4 1.3' a yyo•5 o '2,w/o STR:4 VDOT STD. DI-3B (L-8') TP-5TO6 INV IN: 522.25 TO 6 INV IN: 520.27 TO 4B INV OUT: 520.17 TO z CONTRACTOR SHALL INSTALL %" THICK STEEL PLATE AT THE BOTTOM OF THE STRUCTURE 718" A RCP STR:2 VDOT STD. MH 54.69 LF Qa 2.14% TP=5z6.00 INV IN: 519.5z TO 4 l.o' CONTRACTORISHALLINSTALLA THICK STEEL PLATE AT E INV OUT: 519.4z TO / BOTTOM OF THE STRUCTURE PROPOSED 8' SANITARY SEWER CROSSING \ � 1 24" RCP 62.15 LF Qa 1.75% L CONTRACTOR SHALL INSTALL A z" BOTTOM THICK STEEL PLATE AT THE OFTHESTRUCTURE 3o" RCP 30' RC ° 91.33 LF 0.71% 65.70 LF Qa o.64/0 24" Ri 76.74 P LF Qa 1.63% In I� n Ol I� N 00 l0 00 �,Ln vi � � vi vi vmi Ln 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 00 J EXISTING GRADE (TYP. J °m i m m ry n o o d STR:16 VDOT STD. DI-3B (L=6') Ci N O 0 0 O TP=559 83 r Ln 00 o in H- 0 INV IN: 552.77TO 22 r N o ,0;, O ° v INV IN: 2. TO 18 55 77 0 -? ~ `n-m 0 N ko m tn- M" v _> oo � .. INV IN: 55633 TO ROOF6 > O1 v"'i �F a 0) Ln INV OUT: 552.67TO14 n Lzzp � 1>O a>>> CL � ZZ ,n�-zzz 56o 56o PROPOSED 8" DI WATERLINE CROSSING FPROPOSED GRADE (TYP 555 555 550 i5' RCP 28.73 LF Qa o.8o% ::-,4 � � 15" RCP 3.4' 55.27 LF @a 1.63% 550 PROPOSED 8" SEWER CROS: 5�5 N a Ln m 0 v� v 0+00 0+50 1+00 2+So 3+00 1STR-24 - STR-16 a6.4� F�33a% CONTRACTOR SHALL INSTALL A -'/a" THICK STEEL PLATE AT THE BOTTOM OF THE STRUCTURE VERTICA� GRAPHf SCALE 2.5 . W co Ol m N In co C. 13+50 14+00 14+50 15+00 15+50 STR-2o TO OUTFALL J m N M w p ON STR:12 VDOT STD. DI-3B (L=6') o � O 555 S TP=548.28 -0 H INV IN: 543.25 TO 14 o? INV IN: 541.00TO 12B o ° a INV IN: 543.25 TO ROOF4 m N uN�iH INV OUT: 540.90 TO io 0 D N 0 �n ? O 550 d > > 550 Ln HzZ PROPOSED 8" WATERLINE CROSSIP 540 535 545 ROPOSED GRADE (TYP.) 1.3' 540 15" RCP 34.o9 LF Qa 1.17% 535 545 N a m -0+25 0+00 0+50 0+75 STR-12B TO STR-12 ( IN FEET ) 1 inch = 5 ( IN FEET ) lD V1 M m N O O Ltl "0 16+oo 16+5o 17+00 17+50 18+oo 18+50 555 0 V EXISTING GRADE (TYP.) ^' I 0 TR:lo VDOT STD. DI-3B (L=6') p p TP=543.92Ln ~ INV IN: 537-42 TO 12 -v+ INV IN: 536.75TOloB 0 m INV IN: 540.42TO ROOF3 m CO F INV OUT: 53517T08 0 't=O u CL > 545 I~ Z WATERLINE CRC 540 550 545 540 535 530 525 520 515 19+00 19+25 W EXISTING GRADE (TYP.) m i 535 535 0 -0 0 550Ci o Ln P 00 0 STR:4 VDOT STD. DI-313 (L=8') o � N TP=527.58 00 ` INV IN: 522.25 TO 6 ' Z O 530 545 in INV IN: 520.27 TO 4B 0- z z Ln F-- - INV OUT: 520.17 TO z D GRADE (TYP.) 525 525 54o PROPOSED GRADE (TYP.) PROPOSED 8" DI WATERLINE CROSSING SING III l z 520 520 535 535 15" RCP 15" RCP 27.72 LF @a 1.12% 28.96 LF Qa 2.59% CON TRACTIOR SHALL INSTAL %" THICKK STEEL PLATE AT TF 515 515 530 BOTTOM OF THE STRUCTURE O ai a 0+00 0+50 STR-1oB - STR-so � N N N -0+25 0+00 0+5o 0+75 STR-4B TO STR-4 SCOTT/R. CiTLLINS'Z No. 35791 pPA 11/23/20 �� �SrONAL E�Gt z w f f O w U w Z � 3 W Lu m o Zz 0 z a O 0, ne EL < Vl Z Z H o Z z COIn o W a F- W a z � to J a Lu w o_ U) w 0 0 0 N N 0 Q N M (714 v m L9 7 Cy� CA N M N QO N J N � Lu Lu v , J J W Q J LU z Li LL 0 0 W z J W � O Q e � z ~ / 0 ul U) O W U J Lu W Lu co O 0 O kiJ r w w a U) JOB NO. 182152 SCALE III _501 SHEET NO. 14 EXISTING GRADE (TYP.) 555 555 50 J U m LL 0 0 Co 0_ MNO 550 P zo O 0 �- 550 v7 F-r 0 9 On o STR:28B VDOT STD. DI-36 (L=6') M p O o of oo > o � M MF TP=545.33 m a.. INV IN: Syo.00TOYD-io N z z z p INV OUT: 539.00 TO 28 545 F a»» 1n �- z z z z 545 PROPOSED WATER crrn ni-r i-n�ccinv-� ROPOSED GRADE (TYP.) 540 1 III 1�.5 --J 1 1 540 L15" RCP 535 so.81 LF @a 1.97% 535 In N N N O M 0+00 0+50 STR-28B -STR-28 co 11 M p o 555 ° 555 EXISTING GRADE (TYP.) Ln -o H 1 I o 00 `" >> STR:30 VDOT STD. DI-36 (L=6') o M TP=54833 m °o ^F INV IN: 541.1oTO3oB m Lnzp INV IN: 543.00 TO 32 �rzz 550 INV OUT: 541.00 TO 28 (-PROPOSED GRADE (TYP.) 545 545 1 2' PROPOSED 8" DI WATERLINE CROSS 540 540 15" RCP 27.75 LF (7a 1.44% 535 Ll� M M oCo 0+00 0+50 STR-3oB - STR-3o NOTES: I. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.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. 535 00 11 GRADE (TYP. coEXISTING � M 565 0 0 STR:34 VDOT STD. DI-313 (L=6') 1n _m . I- `^ TP=558.17 0 ^ v INV IN: 55135TO34B m iO H INV IN: 552.35TO36 't000D INV IN: 554.67TO ROOF10 > INV OUT: 551.25TO3z U)I-z. �PROPO PROPOSED 8" DI WATERLINE CROSSING - NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HOPE 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-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 550 545 56o GRADE (TYP.) 555 550 i5" RCP 28.7o LF Qa o.8o% 545 co �00 0+00 0+50 STR-34B - STR-34 J m o am a _ p a a0 g x � 00 p 00 H �F O N N 1n V 525 N N `"> > O C" 7 525 ? ,n.Z Z p m o Z H > > > ry n o� 'L> ,nFzzZ uzo Ln � w ? 520 r\ I 520 EXISTING GRADE 515 510 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. STR:40 VDOT STD. DI-313 (L=8') TP=521.00 INV IN: 516.02 TO 42 INV OUT: 515.92 TO 38B ao d m 1 M N 3m ' S v p a a0 O H OO-- o M o N L 00 F- N N l ~ 5�5 Ln 0 p 0 o o LnS25 STR:38 VDOT STD. MH-� - u N N H `" `"� -> TP=519 92 0 . . H �� v ? Z O *A v, 0 11 INV IN: 514.10TO3813 m00 azzz a> INVIN:514.1oTO48 HZ=O ~--- nHz INV OUT. 514.00 Tb EX. COLVER F " > > 1 520 1 1n z z 520 I III III -EXISTING GRADE (TYP.) PROPOSED GRADE (TYP.) / 515 15 RCP 48.63 LF Qa o.gg% 15" RCP 15.6o LF Qa o.96% 1R15" RCP 510 48.67 LF Qa 3.23% 27.81 LF Qa 0.54% 510 0)� m Vl H In N N 0+00 0+50 1+00 STR-44 - =-38 1S" RCP 66.17 LF @ 0.73% O COO O N o N o 0 N N N N 0+00 0+50 STR-42B - STR-42 20 515 510 NOTE: WATER MAIN CROSSING BELOW CULVERT SHALL BE INSULATED. 565 PROPOSED GRADE (TYP.), 565 EXISTING 560 GRADE (TYP.) PROPOSED VDOT WITH RIPRAP � STD. ES-1 OUTFALL - - 560 15" RCP 2.3 NV. IN=56o.42 67.34 LF C o.62% INV. OUT=56o.o0 PROPOSED INSU LATED WATERLINE CROSSING 555 555 O 00 n ko 'D yj W W O 00 N N In N 0+00 0+50 1+00 1+50 CULVERT 2+00 2+50 tT SCOTT/R. CiTLLINS'Z No. 35791 L�- pPA 11/23/20 �SrONAL E�Gt z w f f 0 w U U m w Z � 3 � I_ d LU w o cn 8" DI Z ram. J Q z Z Q O 1�1 0 Z H o COz o W w J a W a ce Z � to J Q W a Project Berkmar Overlook Plan SheetNo. Designer AML, PE Sheet 1 of 1 Culvert Rev. Date Date 1!3/2020 AHW Controls STATION: HYDROLOGICAL DATA: 100 yr. Flood plain elev. DesignAHWdepth elev. Structures elev. freq. TWelev. Culvert#1: DA=0.56 ac., Cw=0.45, Tc=13 min., 2-year Q=0.93 ds, 10-year Q=1.29 = Cfs Shoulder _ elev. 562.5 _ CL elev. 562.33 DISCHARGES USED RISKASSESSMENT 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 Significant Impact Orig. Gr. Elev. L= 67.34 Ong. Gr. Elev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET End INLET CONT. OUTLET CONTROL CULVERT TYPE & SIZE Q Q/B HW. VELOCITY Treat COMMENTS HW/D HW Ke do (dc+D)/2 ho H LSo HIN C.M. Smoolh ELEV. 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 05 0.5 3.18 ES-1 VDOTSTD. EC-1 Class Al Outlet Protection 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 05 0.6 3.46 STR:48 VDOT STD. DI-i TP=519.50 PROPOSED GRADE (TYP.)- INV IN: 514-55 TO SWM INV IN: 514-55 TO So STR:38 VDOT STD. MH INV OUT: 514-45 TO 38 TP=S19.92 525 INV IN: 514.10 TO 38B INV IN: 514.10 TO 48 INV OUT. S14.00 Tb EX. CULVERT STR:So VDOT STD. DI-313 (L=6') TP=520.17 INV OUT: 2o I UT: S 4�548 520 XISTING GRADE (TYP.) 515 1 111 1 11 1 11 1 515 24" RCP 15" RCP 17.06 LF 2.05% 18.82 LF @ 1.97% 51O I I I 510 m N � 0+00 0+50 JSTR-50-STR-38 535 EXISTING GRADE (TYP.) F- V PROPOSED GRADE (TYP. • co Ln It 530 An 530 00 ^� - m O to i o F / eo O v 0 00't / g , ~O `"" N LA vi O 5�5 p o a a �� �� Z Z p o u> Liz 525 Ln F-zzz 520 520 515 515 2 L c i•990 118.99 510 510 o 0n k m N N In 0+00 0+50 1+00 SWIM - STR-48 0 0 0 N N N LU Q C) N 21 M � a co L9 7 C`7 co N Nt co Nt N QCY) N J N LU � > LLI t--i J J W > Q _J LU z LL I- L.L O z Q LLJ � O Q e � z ~ > 0 Ul U) O F- zLU < LU U J � w LU Of Of C) 0 C) N r w 0 O w x a U) JOB NO. 182152 SCALE III _ 501 SHEET NO. 15 w 4V,* w SCOTT R. LINSZ C-) Lic. No. 035791 \kv 110 0 12/11/20 4ft IONAL 'F, ft' we YD-9 'i'# CULVERT Z 0 Mo PROPOSED PRIVAI L YAKD I LOT 6 &ROOF DRAIN SYSTEM M 0 0 U U U 0 0 Z Z LU 2 2 LO Z Z 0 40, PROPOSED DRAINAGE DIVIDE (TYP) LOT > SED DRAINAGE DIVIDE (I T r. -18 LU OT7 all a, 0,0 % LOT 8 CD CD YD-17 r1j r14 a 0 LU r4 PROPOSED PRIVATE YARD M TU-0 R )OF DRAIN SYSTEM 0 " DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH* (ft.) SLOPE I%) INVERT IN INVERT OUT MAILKIAL INLLI IYFjE Curb Type SLOT LENGTH RIM 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 17 15 151.22 4.29% 559.25 552.77 RCP 16 DI-313 CG-6 6 559.83 15 - I -- -- - --" I --- - --- - I .... 1 1 14 DI-313 CG-6 8 556.. 13 15 122.34 4.15% 546.33 541.25 RCP 12 DI-313 CG-6 6 548.28 11 18 120.58 2.89% 54Oj9O 537.42 RCP 10 DI-313 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 ru/0 I .,., . ..... I ... 1 1 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. 1 30 65.70 0.64% 519.42 519.00 RCP 4B DI-313 CG-6 8 527.67 4A 15 27.72 1.12% 520.58 520.27 RCP lub ul-ju UU-0 0 0�.vo 10A 15 28.96 2.59% 537.50 536.75 RCP 12B DI-313 CG-6 12 548.27 12A 15 34.09 1.17% 541.00 RCP 24 DI-3B CG-6 6 559.83 23 15 55.27 1.63% 554.00 553.10 1 2-2 559.92 21 15 28.73 0.80% 553.00 552.77 RCP 36 DI-313 CG-6 8 561.08 35 - ------ ------ 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 8 544.00 192% 537.17 536.3 26 DI-313 CG-6 6 543.83 25 15 25.56 2.93% 536.25 535.50 RCP 3-6 6 545.33 28A 15 50.81 1.97% 539.00 538.00 RCP 30B DI-313 CG-6 8 548.50 30A 15 27.75 1.44% 541.50 541.10 RCP 34B DI-313 CG-6 8 558.67 34A 15 28.70 0.80% 551.58 551.35 RCP 44 DI-1 CG-6 0 521.00 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% 51& 17 516.02 RCP 40 DI-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 M H CG-6 0 51992 37 24 117.50 2.23% 514.00 511.30 RCP 50 DI-313 CG-6 6 520.17 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 1 RCP SWIM 0.0 CG-6 0 523.50 24 118.99 1.99% 516.92 514.55 RCP I 42B M H CG-6 0 520.00 42A 1:557�66.17 0.73% 516.75 516.27 RCP I Structum Area) Cw te (Milt) 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 10 0.12 0.70 6.0 10B 0.18 0.50 6.0 12 0.16 0.70 6.0 12B 0.33 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 .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 0.35 0.35 11.0 46 0.00 0.90 5.0 48 0.11 0.30 6.0 50 0.10 0.60 6.0 SwM 0.01 0.90 5.0 42B 0.79 0.60 10.0 ROOFI 0.16 0.90 5.0 ROOF2 0.06 0.90 5.0 ROOF3 0.09 0.90 5.0 ROOF4 0.09 0.90 5.0 ROOF5 0.09 0.90 5.0 ROOF6 0.09 0.90 5.0 ROOF7 0.14 0.90 5.0 ROOF8 0.16 0.90 5.0 ROOF9 0.13 0.90 5.0 OF10 0.14 0.90 5.0 ROOF11 0.12 0.90 5.0 YD- 1 0.27 0.30 9.0 YD-2 0.14 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 0.90 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 YD-20 0.08 0.40 6.0 YD-21 0.07 0.50 6.0 YD-22 0.04 0.50 6.0 CULVERT 0.56 0.45 13.0 YD-23 0.01 0.30 5.0 YD-24 0.07 0.30 5.0 YD-25 0.04 0.30 5.0 YD-26 0.03 0.30 5.0 YD-27 0.02 0.30 5.0 Public Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Promded (feet) 3 30 4.5 13.5 20 15 15 6.2 15.7 20 23 15 5.3 13.9 20 25 15 6.0 15.3 20 29 15 5.7 14.7 20 DT io U- 4 IV Z Z w 112 Uj 2: FD Z LOT LOT 3.2 0 U w LOT LOT 33 U U Z LOT 24 LOT 3.5 wo Z 0 LOT 0 %w Z Z U D Z 0 U y U) < < Z < C) E X I XSC; Z 0 LU ISTIN 41 > > 4ETA < a TIA 40 6. EMPIRE STREE T DT V7 - , -AN-- a. a I . LOT M"I-FA- MIMI 1 30 I all 691- NO 1 a co 0 kv, WE -j SX11, 01 cy� co PF Ilk K y 04 -j C) F CY) C\1 r�4 ZDF,m INK invism I 06 Uj -2, Sri uss U RA\! 'N < WQ,,M WMA K 0, 1 V I a LN IIIII X, 0 1! 9 a POP > 0 I'MrArsomwo U) uj -j LL. won own own ILL dak Uj NEWS D 0 Ul U) 0 mini F - -j LLJ N LU LU U) F- 0 LU ce O� < Of < 0 C) C) C\1 LU 0 k� r1pyaw-F J6 PIPE DESIGN n = 0.013 Pipe Hydrology Pipe � >= v o, � m E N O C � o m E m w m O � � � w � � w E o o E w � � 0' ape run: STR-20 - SWM Basin 20 18 0.35 0.70 0.245 0.245 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 0.539 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 1.124 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 1.541 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 1.715 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 2.738 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 2.821 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 0.65 0.059 3.157 7.26 6.00 0.35 18.94 520.17 519.52 91.3 0.013 0.0071 30 34.56 7.16 0.21 2 OUT 0.00 0.90 0.000 3.157 7.47 5.95 0.00 18.94 519.42 519.00 65.7 0.013 0.0064 30 32.81 6.90 0.16 ape run: STR-4B - SiR-4 4B 4 0.15 0.55 0.083 0.278 6.00 6.35 0.52 1.76 520.58 520.27 27.7 0.013 0.0112 15 6.84 4.63 0.10 ape run: STR-10B - STR-10 10B 10 0.18 0.50 0.090 0.090 6.00 6.35 0.57 0.57 537.50 536.75 29.0 0.013 0.0259 15 10.40 4.38 0.11 ape run: STR-12B - STR-12 12B 12 0.33 0.65 0.215 0.215 6.00 6.35 1.36 1.36 541.40 541.00 34.1 0.013 0.0117 15 6.99 4.34 0.13 ape run: STR-24 - SiR-16 24 22 0.04 0.60 0.024 0.375 5.00 6.67 0.16 2.50 554.00 553.10 55.3 0.013 0.0163 15 8.25 5.83 0.16 22 16 0.18 0.70 0.126 0.501 6.00 6.35 0.80 3.18 553.00 552.77 28.7 0.013 0.0060 15 5.78 4.79 0.10 ape run: STR-36 - SiR-8 36 34 0.22 0.55 0.121 0.121 6.00 6.35 0.77 0.77 555.33 552.35 55.4 0.013 0.0538 15 14.98 6.31 0.15 34 32 0.07 0.70 0.049 0.260 6.16 6.30 0.31 1.64 551.25 546.10 99.8 0.013 0.0516 15 14.67 7.78 0.21 32 30 0.15 0.60 0.090 0.350 6.37 6.24 0.56 2.18 546.00 543.00 54.3 0.013 0.0552 15 15.18 8.67 0.10 30 28 0.07 0.70 0.049 0.543 6.48 6.21 0.30 3.37 541.00 539.50 46.0 0.013 0.0326 15 11.66 8.13 0.09 28 26 0.11 0.70 0.077 0.986 6.57 6.19 0.48 6.10 537.17 536.35 28.1 0.013 0.0292 15 11.04 9.21 0.05 26 8 0.05 0.75 0.038 1.023 6.62 6.17 0.23 6.31 536.25 535.50 25.6 0.013 0.0293 15 11.06 9.30 0.05 ape run: STR-28B - STR-28 28B 28 0.03 0.60 0.018 0.366 5.00 6.67 0.12 2.44 539.00 538.00 50.8 0.013 0.0197 15 9.07 6.23 0.14 ape run: STR-30B - STR-30 30B 30 0.09 0.70 0.063 0.144 5.00 6.67 0.42 0.96 541.50 541.10 27.8 0.013 0.0144 15 7.75 4.22 0.11 ape run: STR-34B - STR-34 34B 34 0.12 0.75 0.090 0.090 6.00 6.35 0.57 0.57 551.58 551.35 28.7 0.013 0.0080 15 5.78 2.98 0.16 ape run: STR-44 - IXISTING OUiFALL 44 42 0.35 0.35 0.123 0.123 11.00 5.18 0.63 0.63 516.75 516.27 48.6 0.013 0.0099 15 6.43 3.32 0.24 42 40 0.14 0.65 0.091 0.688 11.24 5.13 0.47 3.53 516.17 516.02 27.6 0.013 0.0054 15 4.75 4.23 0.11 40 38B 0.15 0.70 0.105 0.793 11.35 5.11 0.54 4.05 515.92 514.35 48.7 0.013 0.0323 15 11.61 8.53 0.10 38B 38 0.06 0.85 0.051 0.844 11.45 5.10 0.26 4.30 514.25 514.10 15.6 0.013 0.0096 15 6.33 5.53 0.05 38 OUi 0.00 0.90 0.000 0.946 11.50 5.09 0.00 27.22 514.00 511.30 117.5 0.013 0.0223 24 33.78 11.96 0.16 ape run: STR-50 - SiR-38 50 48 0.10 0.60 0.060 0.060 6.00 6.35 0.38 0.38 514.92 514.55 18.8 0.013 0.0197 15 9.07 3.49 0.09 48 38 0.11 0.30 0.033 0.102 6.09 6.32 0.21 27.22 514.45 514.10 17.1 0.013 0.0205 24 32.39 11.55 0.02 ape run: SWM - STR-48 SWM 48 0.01 0.90 0.009 0.009 5.00 6.67 0.06 27.22 516.92 514.55 119.0 0.013 0.0199 24 31.91 11.41 0.17 ape run: STR-42B - STR-42 42B 42 0.79 0.60 0.474 0.474 10.00 5.37 2.55 2.55 516.75 516.27 66.2 0.013 0.0073 15 5.52 4.38 0.25 Design Storm Year = 10 �TH 0 DOWNSTREAM O ��� SCOTT R. LINS No. 35791 °p 11/23/20 w� O ��s'SIONAL E�OtCD W W Z z w N Z J O U F o Z lL o Q U w F w = W i 3 Z CC O N g u C w U• n w K Z ax F LL Z Zp � O w s J Z w O ¢ ¢ ti Y LL � L7 O uu U Z r ^ lLn L ¢ CSC CLU O 3 u Z Z `^J O m Z z o Ln .. _ = Z y O o WLuJ W D ¢ J Cr U Z ¢ y w 17 0 CO w o J � ¢ > w w ° C_ c w o c w rY � 0 y 0 U 0 o N N N w o 0 0 N !] 00 y N 7 W ti o c a N c Ar > 1 _ U o M M 3 (� y N ° Design Year: 10 Project: Berk nar Overlook Job #: 182152 Prepared by: AML, PE M T C 1 ° W N z N J N ui \ Z` Z t ~� N a ° as w z �- L9 ~ LL- J 3 O Q Lu 6 O V U 2 a O W JQ� ZY o c W Lu Q 0 '^ O c v) ° c� z a W Z w W z w c� Z z w / n S z O U Jm w J n /Q/I� > LJ J O S O N N UE F U 0 I w w ° d V o U JOB N0. ° 182152 ° SCALE ° N/A o a SHEET NO. o 17 INLET STATION OUTLET WATER SURFACE ELEV L. Do Qo ZW Se Hr JUNCTION LOSS FINA H INLET WATER SURFACE ELEV RIM ELEV Y Ho Qw Vm Q�`V� V� /2g fi; ANQ,E Ho Ho 1.3Ho .SFL 517.27 66.17 15 2.55 0.002 0.10 2.1 0.0 42B 0.00 0 0 0.02 N/A 0.01 0.11 517.38 520.00 517.11 118.99 24 27.22 0.014 1.72 8.7 0.3 SWM 0.00 0 0 0.29 NA 0.15 1.87 518.98 52350 515.70 17.06 24 27.22 0.014 0.25 8.7 0.3 48 27.2 114 310.5 2.0 0.71 89 1.33384 2.33 NA 1.17 1.41 517.11 51950 517.11 18.82 15 0.38 0.000 0.00 0.3 0.0 50 0.00 0 0 0.00 NA 0.00 0.00 517.11 520.17 40 3.5 2.9 10.15 0.1 0.04 85 0.08477 0.17 NA 0.09 0.28 515.68 521.00 552.35 28.70 15 0.57 0.000 0.00 0.5 0.0 34B 0.00 0 0 0.00 NA 0.00 O.OD 552.35 558.67 539.00 50.81 15 2.44 0.001 0.07 2.0 0.0 28B 0.00 0 0 0.02 NA 0.01 0.08 539.08 54533 536.50 25.56 15 6.31 0.010 0.24 5.1 0.1 26 6.1 5.0 30.29 0.4 0.13 49 0.14565 0.38 NA 0.19 0.44 536.94 54383 537.35 28.05 15 6.10 0.009 0.25 5.0 0.1 28 2.4 6.2 15.17 0.6 0.21 47 0.22888 0.54 NA 0.27 0.52 537.87 544.00 540.50 46.01 15 3.37 0.003 0.13 2.7 0.0 30 1.0 4.2 4.049 0.3 0.10 26 0.06078 0.19 NA 0.09 0.22 540.72 54833 544.00 54.30 15 2.18 0.001 0.06 1.8 0.0 32 1.6 1.3 2.189 0.0 0.01 21 0.00443 0.03 NA 0.01 0.08 544.08 552.00 547.10 99.78 15 1.64 0.001 0.06 1.3 0.0 34 0.6 3.0 1.703 0.1 0.05 21 0.02207 0.08 NA 0.04 0.10 547.20 558.17 553.35 55.41 15 0.77 0.000 0.01 0.6 0.0 36 0.00 0 0 0.00 NA 0.00 0.01 553.36 561.08 553.77 28.73 15 3.18 0.002 0.07 4.8 0.1 22 2.5 2.0 5.078 Q1 0.02 73 0.03919 0.15 0.20 0.10 0.17 553.94 55992 554.10 55.27 15 2.50 0.001 0.08 2.0 0.0 24 0.00 0 0 0.02 NA 0.01 0.09 554.19 55983 542.00 34.09 15 1.36 0.000 0.02 1.1 0.0 12B 0.00 0 0 0.00 NA 0.00 0.02 542.02 548.27 537.75 28.96 15 0.57 0.000 0.00 0.5 0.0 JOB 0.00 0 0 0.00 NA 0.00 0.00 537.75 544.08 4B 0.00 0 0 0.01 NA 0.00 0.02 524.77 527b7 524.44 91.33 30 18.94 0.002 0.19 3.9 0.1 4 17.0 5.4 92.21 0.5 Q16 3 0 0.22 NA 0.11 0.30 524.75 52758 524.75 76.74 24 17.02 0.006 0.43 5.4 0.1 6 16.6 5.3 87.67 0.4 0.15 13 0 0.27 NA 0.13 0.57 525.31 53425 530.18 6215 24 16.60 0.005 0.33 5.3 0.1 8 10.4 5.9 61.7 0.5 0.19 79 0.33074 0.63 N/A 0.31 0.65 530.83 541.17 535.20 54.69 18 10.44 0.010 0.54 5.9 0.1 10 9.5 5.4 50.74 0.4 0.16 7 0 0.29 NA 0.15 0.69 535.89 54392 538.62 120.58 18 9.47 0.008 0.98 5.4 0.1 12 7.5 6.1 46.15 0.6 0.20 10 0 0.32 NA 0.16 1.14 539.76 54828 542.25 122.34 15 7.53 0.014 L66 6.1 0.1 14 7.0 5.7 40.02 0.5 0.18 59 0.23798 0.56 NA 0.28 1.94 544.19 556R4 550.75 86.44 15 7.01 0.012 1.02 5.7 0.1 16 3.2 4.8 15.21 0.4 0.12 25 0.07824 0.33 NA 0.16 1.18 551.93 559A3 553.77 151.22 15 3.40 0.003 0.42 2.8 0.0 18 1.6 1.3 1.972 0.0 0.01 78 0.01522 0.05 NA 0.03 0.45 554.22 56633 560.35 30.23 15 1.56 0.001 0.02 1.3 0.0 20 0.00 0 0 0.01 NA 0.00 0.02 560.37 566b3 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd STRUCFORE DRAINAGE D (IN) FLOW TYPE II�I,EF TYPE AREA (FTC) PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) YD-1 24"NybplastYardInlet 1.40 21.73 0.27 0.30 4.00 0.324 0.35 WEIR FLOW YD-1 24"NybplastYardInkt 1.40 21.73 0.27 0.30 6.50 0.527 0.48 WEIR FLOW YD-1 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.27 0.30 4.00 0.324 0.55 WEIIi FLOW YD-1 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.27 0.30 6.50 0.527 0.77 WEIR FLOW YD-2 12" Nybplast Yard Inlet 0.43 11.19 0.14 0.50 4.00 0.280 0.49 WEIR FLAW YD-2 12" Nybplast Yard Inlet 0.43 11.19 0.14 0.50 6.50 0.455 0.68 WEIR FLAW YD-2 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.50 4.00 0.280 0.78 WEIRFLOW YD-2 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.50 6.50 0.455 1.86 WEIR FLOW YD-3 12"NybplastYardInlet 0.43 11.19 0.17 0.50 4.00 0.340 0.56 WEIR FLOW YD-3 12" Nybplast Yard Inlet 0.43 11.19 0.17 0.50 6.50 0.553 0.78 WEIR FLAW YD-3 12" Nybplast Yard Inlet - 50% clogged 0.22 5.60 0.17 0.50 4.00 0.340 1.04 WEIR FLAW YD-3 12" Nybplast Yard Inlet - 50% cloyed 0.22 5.60 0.17 0.50 6.50 0.553 2.74 WEIR FLAW YD-4 12"Nybplas[YardInlet 0.43 11.19 0.15 0.30 4.00 0.180 0.37 WEIR FLOW YD-4 12"Nyloplast YardInlet 0.43 11.19 0.15 0.30 6.50 Q293 0.51 WEIR FLOW YD-4 12" Nyloplast Yazd Ink[ - 50% clogged 0.22 5.60 0.15 0.30 4.00 0. 180 0.58 WEIR FLOW YD-4 12" N loplast Yazd Inlet - 50% clogged Q22 5.60 0.15 0.30 6.50 0.293 0.81 WEIR FLOW YD-5 12" Nyloplast Yard Inlet 0.43 11.19 0.13 0.50 4.00 0.260 0.47 WEIR FLOW YD-5 12" Nyloplast Yard Inlet 0.43 11.19 0.13 0.50 6.50 0.423 0.65 WEIR FLOW YD-5 12" Nyloplast Yard Inlet - 50%clogged 0.22 5.60 0.13 0.50 4.00 0.260 0.75 WEIR FLAW YD-5 12" Nyloplast Yard Inlet - 50% clogged Q22 5.60 0.13 0.50 6.50 0.423 1.60 WEIR FLOW YD-6 12"Nybplas[Yard Inlet 0.43 11.19 0.03 0.30 4.00 0.036 0.13 WEIR FLOW YD-6 12" Nybplast Yard Inlet 0.43 11.19 0.03 0.30 6.50 0.059 0.17 WEIR FLOW YD-6 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.03 0.30 4.00 0.036 0.20 WEIR FLOW YD-6 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.03 0.30 6.50 0.059 0.25 WEIRFLOW YD-7 12" Nybplast Yard Inlet 0.43 11.19 0.05 0.30 4.00 0.060 O.1S WEIR FLAW YD-7 12" Nybplast Yard Inlet 0.43 11.19 0.05 0.30 6.50 0.098 0.24 WEIR FLAW YD-7 12" Nybplast Yard Inlet - 50% cogged 0.22 5.60 0.05 0.30 4.00 0.060 0.28 WEIR FLOW YD-7 12" Nybplast Yard Inlet - 50% cogged 0.22 5.60 0.05 0.30 6.50 0.098 0.39 WEIR FLAW YD-8 12" Nybplast Yard Inlet 0.43 11.19 0.03 0.55 4.00 0.066 0.19 WEIR FLOW YD-8 12"NyloplastYardInkt 0.43 11.19 0.03 0.55 6.50 0.107 0.26 WEIR FLOW YD-8 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.03 0.55 4.00 0.066 0.30 WEIR FLOW YD-8 12" Nybplast Yard Inlet - 50% clogged 0.22 5.60 0.03 0.55 6.50 0.107 0.41 WEIR FLAW YD-9 12" Nybplast Yard Inlet 0.43 11.19 0.09 0.50 4.00 0.180 0.37 WEIR FLAW YD-9 12"NybplastYardInkt 0.43 11.19 0.09 0.50 6.50 0.293 0.51 WEIR FLOW YD-9 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.09 0.50 4.00 0.180 0.58 WEIR FLOW YD-9 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.09 0.50 6.50 0.293 0.81 WEIR FLOW YI} 11 12" Nybplast Yard Inlet 0.43 11.19 0.08 0.50 4.00 0.160 0.34 WEIR FLAW YI} 11 12" Nybplast Yard Inlet 0.43 11.19 0.08 0.50 6.50 0.260 0.47 WEIR FLAW YI} 11 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.08 0.50 4.00 0.160 0.54 WEIR FLAW YI} 11 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.08 0.50 6.50 0.260 0.75 WEIR FLAW YD-12 12"NyloplastYardInkt 0.43 11.19 0.16 0.45 4.00 0.288 0.50 WEIliFLOW YD-12 12"Nylop]astYardInlet 0.43 11.19 0.16 0.45 6.50 0.468 0.70 WEIR FLOW YD-12 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.16 0.45 4.00 0.288 0.80 WEIR FLOW YI} 12 12" Nybplast Yazd Inlet - 50% clogged 0.22 5.60 0.16 0.45 6.50 0.468 1.97 WEIR FLAW YD-13 12" Nybplast Yard Inlet 0.43 11.19 0.07 0.45 4.00 0.126 0.29 WEIR FLAW YD-13 12" Nybplast Yard Inlet 0.43 11.19 0.07 0.45 6.50 0.205 0.40 WEIR FLAW YD-13 12" Nyloplast Yard Ink[ - 50% clogged 0.22 5.60 0.07 0.45 4.00 0.126 0.46 WEIR FLOW YD-13 12" Nyloplast Yard Ink[ - 50% clogged 0.22 5.60 0.07 0.45 6.50 0.205 0.64 WEIR FLOW YD-14 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.45 4.00 0.198 0.39 WEIR FLAW YD-14 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.45 6.50 0.322 0.54 WEIR FLAW YD-14 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.11 0.45 4.00 0.198 0.62 WEIR FLAW YD-14 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.11 0.45 6.50 0.322 0.93 WEIR FLAW YD-15 12"N b las[Yardlnlet 0.43 11.19 0.10 0.50 4.00 0.200 0.29 WEIR FLOW YD-16 12"Nybplas[Yazdlnlet 0.43 11.19 0.10 0.50 6.50 0.325 0.40 WEIR FLOW YI} 16 12" Nyloplast Yard Inlet - 50% clogged Q22 5.60 0.10 0.50 4.00 0.200 0.46 WEIR FLOW YD-15 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.10 0.50 6.50 0.325 0.64 WEIR FLOW YD-16 12" Nybplast Yard Inlet 0.43 11.19 0.05 0.50 4.00 0.100 0.39 WEIR FLAW YD-16 12" Nybplast Yard Inlet 0.43 11.19 0.05 0.50 6.50 0.163 0.54 WEIIt FLOW YI} 16 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.05 0.50 4.00 0.100 0.62 WEIR FLOW YI} 16 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.05 0.50 6.50 0.163 0.93 WEIR FLAW YI}17 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.55 4.00 0.198 0.39 WEIR FLAW YD-17 12"NyloplastYardlnlet 0.43 11.19 0.09 0.55 6.50 0.322 0.55 WEIR FLOW YD-17 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.09 0.55 4.00 0.198 0.63 WEIR FLOW YD-17 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.09 0.55 6.50 0.322 0.95 WEIR FLOW YI} 18 12" Nybplast Yard Inlet 0.43 11.19 0.04 0.75 4.00 0.120 0.25 WEIR FLAW YI} 18 12" Nybplast Yard Inlet 0.43 11.19 0.04 0.75 6.50 0.195 0.34 WEIR FLAW YI} 18 12" Nybplast Yazd Inlet - 50% cogged 0.22 5.60 0.04 0.75 4.00 0.120 0.39 WEIR FLA TH �FG SCOTT R. LINS U No. 35791 °p 11/23/20 w� O ��s'SIONAL E�Ot Cr W W Z ) z N z J 0 U H o Z W c m o Q U w F w = W i 3 Z IY O N g 0 ° F- w U n w Z d ~, LL Z 0 0 w s J Z W O Z Q ti OC LL L9 O U Z r W Q o�C a2S 3 Z Z `J 0 m Z z o .. _ 0 Z y o W° J w g c Q J Cr U H K w for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr Z f o m w o J Ln j w w o rL 0 0 w o fn c w 0 y 0 U 0 O N N N O N _ 0 W y N 7 W ti o c a U c L ti 0 0 M 3 ! o N 0 � a T r o W N z O Q -� J N �/1 for inlets drainingto stormwater management facilities where owdand flow to facilities is not available 100% capture is required at 6.5in/hr 9 � P q W Q w z O o Z t ~� N a 0 as > Q J w z �- ~ LL J 3 O c 7 J N i U 7 O fn V o O W r Q� Z �I o c W LU Q a o 0 c '^ o v) CD Ul z o' *gutter longitudinal slope of 0.001 should be used in a sump condition w Q z - grate inlets (DI-7) in open pavement areas will not hate a curb spread, but will have inlet spread and depth Z - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities W w 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. / cn S z 0 U Jm W J a Q > O O N 0 O E F U O Lu w w ° d V o U JOB NO. y 182152 ° SCALE c * gutter longitudinal slope of 0.001 should be used in a sump condition N/A grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth a for inlets draining to stormwater management facilities, the 6.5in/hr check storm will sulfite for the 10yr conveyance to the facilities SHEET NO. o 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. STRUCTURE DRAINAGE rLU Ln o L9 2 2YD-19 12"NybplastYardInkt 0.43 11.19 0.17 0.45 6.50 0.497 0.54 WEIR FLOW a0 ID rd Ink[ - 50% clogged 18 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 0.013 Inlet Hydrology Curb and Gutter Inlet c � 3 d a d w 3 � y rn m t U O � C -y to � i0 � � c (p) N O U .- O N N „ N II II N � n FL d d N � F w +o � � J Iti O rJ c1°i IY 4 38 8.0 0.09 0.65 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 4B 38 8.0 0.15 0.55 0.083 0.54 0.00 0.54 0.0726 0.0200 2.0 0.0633 4.1650 3.64 0.97 3.5192 0.1466 0.1622 7.91 1.01 1.00 0.54 0.00 6 3B 10.0 0.11 0.75 0.083 0.54 0.00 0.54 0.0996 0.0200 2.0 0.0633 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 3B 6.0 0.18 0.70 0.112 0.73 0.00 0.73 0.0505 0.0200 2.0 0.0633 4.1650 4.37 0.93 3.5192 0.1466 0.1564 8.25 0.73 0.90 0.66 0.07 10 12B 38 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 38 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 3B 6.0 0.12 0.70 0.084 0.55 0.00 0.55 0.0223 0.0200 2.0 0.0833 4.1650 4.57 0.92 3.5192 0.1466 0.1549 5.75 1.04 1.00 0.55 0.00 18 36 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 36 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 0.126 0.82 0.00 0.82 0.0223 0.0200 2.0 0.0833 4.1650 5.32 0.87 3.5192 0.1466 0.1476 7.02 1.14 1.00 0.82 0.00 24 3B 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 28B 38 6.0 0.03 0.60 0.018 0.12 0.00 0.12 0.0353 0.0200 2.0 0.0833 4.1650 2.35 1.00 3.5192 0.1466 0.1666 3.31 1.81 1.00 0.12 0.00 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 38 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 38 8.0 0.15 0.60 0.090 0.59 0.00 0.59 0.0627 0.0200 2.0 0.0833 4.1650 3.87 0.96 3.5192 0.1466 0.1608 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 38 8.0 0.12 0.75 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 38 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 0.66 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 36 8.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0348 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 36 6.0 0.10 0.60 0.060 0.39 0.00 0.39 0.0217 0.0200 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 D (IN) FLOW TYPE INLET TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (INMR) Q (CFS) 44 DI-1 2.33 10.00 0.35 0.35 4.00 0.49 0.8 WEIR FLOW 44 DI-1 2.33 10.00 0.35 0.35 6.50 0.80 1.1 WEIR FLOW 44 DI-1 - 50% clogged 1.17 5.00 0.35 0.35 4.00 0.49 1.2 WEIR FLOW 44 DI-1 - 50% clogged 1.17 5.00 0.35 0.35 6.50 0.80 1.7 WEIR FLOW 48 DI-1 2.33 10.00 0.11 0.30 4.00 0.13 0.3 WEIR FLOW 48 DI-1 2.33 10.00 0.11 0.30 6.50 0.21 0.4 WEIR FLOW 48 DI-1 - 50% clogged 1.17 5.00 0.11 0.30 4.00 0.13 0.5 WEIR FLOW 48 DI-1 - 50% clogged 1.17 5.00 0.11 0.30 6.50 0.21 0.7 WEIR FLOW INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (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 and Gutter Inlet C t0 D 0 � N � � c°+ � it E E � O m a p > � Q U U d d O left 0.05 0.50 0.025 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0200 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 combined 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 combinetl 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 38B 3C 8.0 combinetl flow 0.2 0.04 0.085 1.94 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 and Gutter Inlet � rn � 2 C _ -°o, � C 0 0 w g o m fn 9 � v Q. > U CI O C7 vi left 0.05 0.50 0.025 0.16 0.00 0.16 0.0200 0.0200 2.0 0.0833 11 4.1650 2.96 right 0.13 0.50 0.065 0.42 0.00 0.42 0.0200 0.0200 2.0 0.0833 4.1650 4.24 10B 3C 8.0 combined flow 0.6 0.06 0.171 3.92 left 0.06 0.70 0.042 0.27 0.00 0.27 0.0200 0.0200 2.0 0.0833 4.1650 3.60 right 0.05 0.70 0.035 0.23 0.00 0.23 0.0200 0.0200 2.0 0.0833 4.1650 3.36 28 3C 8.0 combinetl flow 0.5 0.07 0.154 3.53 left 0.03 0.85 0.026 0.17 0.00 0.17 0.0200 0.0200 2.0 0.0833 4.1650 2.98 right 0.03 0.85 0.026 0.17 0.00 0.17 0.0200 0.0200 2.0 0.0833 4.1650 2.98 38B 3C 8.0 combined flow 0.3 0.05 0.117 2.68 PLANT LIST SYMBOL I BOTANICAL NAME COMMON NAME SIZE (MIN.) CANOPY STREET TREE QUANTITY SITE QUANTITY TOTAL CANOPY CANOPY TREES AR ACER RUBRUM OCTOBER GLORY OCTOBER GLORY RED MAPLE 1-1/2" cal. 397 17 6749 AS ACER SACCHARUM GREEN MOUNTAIN GREEN MOUNTAIN SUGAR MAPLE 1-1/2" cal. 195 7 1365 ASL LEGARY SUGAR MAPLE ACER SACCHARUM TEGACY' 1-1/2" cal. 195 16 3120 BN BETULA NIGRA RIVER BIRCH 10-12' ht. 397 18 7146 GB GINKGO BILOBA TRINCETON SENTRY' PRINCENTON SENTRY GINKGO 1-1/2" cal. 14 3 42 LSR LIQUIDAMBARSTYRACIFLUA ROTUNDILOBA AMERICAN SWEETGUM 1-1/2" cal. 206 11 2266 QB QUERCUS BICOLOR SWAMP WHITE OAK 1-1/2" cal. 299 4 1196 QC QUERCUS COCCINEA SCARLET OAK 1-1/2" cal. 370 9 3330 QP QUERCUS PHELLOS WILLOW OAK 1-1/2" cal. 370 23 8510 CIS QUERCUS SHUMARDII SHUMARD OAK 1-1/2" cal. 329 30 9870 UAP PRINCETON ELM ULMUSAMERICANA TRINCETON' 1-1/2" cal. 397 14 5558 UPA ULMUS PARVIFOLIA ALLEE ELM 1-1/2" cal. 366 2 732 UNDERSTORY TREES CFA CORNUS FLORIDA APPALACHIAN SPRING DOGWOOD 6-T ht. 124 10 1240 MG MAGNOLIA GRAN DIFLORA TITTLE GEM' LITTLE GEM MAGNOLIA 6-8' ht. 82 13 1066 MV MAGNOLIA VIRGIN ICA SWEETBAY MAGNOLIA 6-T ht. 113 10 1130 PA PRUNUSSUBHIRTELLA'AUTUMNALIS' AUTUMNALIS CHERRY 6-8'ht. 77 3 231 SCREENING MN ILEX'MARY NELL' IMARY NEW HOLLY I 4-5' ht. 1 44 8 1 352 PS IPINUS STROBUS JEASTERN WHITE PINE I 4-T ht. 1 118 1 1 22 1 2596 JV IJUNIPERUSVIRGINIANA EASTERN RED CEDAR 4-Tht. 16 25 400 SHRUBS CJ CALLICARPA AMERICANA AMERICAN BEAUTYBUSH 24" min 12 78 936 IG I LEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 24" min 23 59 1357 JN JASMINUM NUDIFLORUM WINTERJASMINE 24" min 154 (excluded from canopy) 55 0 MP MYRICA PEN NSYLVANICA NORTHERN BAYBERRY 24" min 79 54 4266 NHD NANDINA DOMESTICA HARBOUR DWARF NANDINA 24" min 156 149 23244 VB VIBURNUM X BURKWOODII BURKWOOD VIBURNUM 30 min 22 55 1210 VP IVIBURNUMXPRAGENSE IPRAGUEVIBURNU 4-5'ht 1 36 13 1 468 TOTAL: TOTAL: 1 88380 \ _---LOT 47 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"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 2/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" M IN. DEPTH COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale Lic. No. 035791 ````cc 01/25/21 c� O1S'Innrnr. F�r'lr.' z i z w f 0 z z �• S \ U r 0 z 3A�5\�\ �• \ ? Q Q w o �\ \ \ o k a a < c m TMP 45-82A m z w w - f a it LOB 2 \ \ 35 NHD \ NIF THIRD MESA LLC > > > o M w �s -_� \ 4 Conservation Plan Notes: w w w > -- - -- - - --j - ` ; \ \ \ \� \ DB 4841 PG 138 Cd w p 1 .ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR ❑ RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND v'i o DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY > '^ __w�� - ---- - � '.• t� + -' \ \ / THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING � LOT z5 35CJ 1 / / DEPARTMENT. �� • i i " a ' •� "- s. • eI s +�� \ \ \ \ \ \� 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION o O o O O O O • r .•s ` `� ` N\ \.. \ \� \ 1 �/ MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF LU o CD 0 CD CD CD CD • .� 'J\ — )�✓ \ — _ TREES TO BE PRESERVED AND PROTECTED. N N VAR. WIDTH LANDSCAPE p M M M �D °No M ON "^ z s — ❑. )� \ 3. \`•' �\ ` AINTENANCE EASEMENT TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER M M o •\3QP �� \ \\\ MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL �' — �. r /— — " _ _ \ ` , • ` ` t� I-,• s LOT 26 \ \ DB. PG. NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES DOUBLE STRAND #22 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT& REMOVE BURLAP FROM TOP 2/3 OF BALL AS 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, #22 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Tree Planting and Staking Detail Not To Scale TOTAL ACREAGE OF SITE: 8.78 AC DENSITY: 6 UNITS/ACRE REQUI RED CANOPY: 76,491 SF (.20 * 8.78 AC * 43,560 SF/1 AC) TOTAL DESIGN ED CANOPY: 88,380 SF 1992 3.38 FENCINC AND ARMORING ERF UK � FENCE II 111 illlll ill.,l :�, 11,Ililil �II.�+1I�IIII+IJIII I III LII1141 l llil A IIII IIII \I pa III lip::'rr.:.::a:::::::;::::igoI� ..Y � FENCEI©Il r:4:•::.;.;,,.;:.:.;.::. s;'....:.:,,:.t?;::.;•::.©Aw IIII�,. FENCE CORRECTCOM •• OF r �/III 0111 CORRECT T LINK ARMORING ULAR BOARD FENCE Source: Va. DSWC III - 401 Plate 3.38.2 TMP 45-81 TO BE PRESERVED AND PROTECTED. NIF THIRD MESA LLC 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE DB 841 PC 138 OF TREES TO BE PRESERVED AND PROTECTED. L9 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS C z '✓, ,— — I I i 3 \ �� - - _ �I \ BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY II I \ ENGINEERING DEPARTMENT. \ \ I I I I LOT LOT 32 ° : `; „ I I I` \ �I L� II I } I I ` \� \\ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, C''i J LOT 33 22NHD ,3ASL ❑. �: 1ASL - I 7 II I � ;� J \ _� PROTECTION TELEPHONEOR BEYOND THE LIMITS OR OTHER UTILITY VICE IS OF CLEARING, THE SRY ITHIN THE EPARATIONLIMITS FROMOTHEREE TRUNKS C`7 '7 ,,;I • e I` I. ICI j '"i III I I LOT 2 �` \\ _ OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING ® CA \ LOT 6 LOT 35 J VAR. WIDTH LANDSCAPE 4 s11 I I I 4 • \ — _ _ _ — — SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL MAINTENANCE EASEMENT N ` � I LOT39 / LOT 38 LOT 3 9C )\ , 'It I, II I I�•. �" 4 • � 4 f SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. r LOT i LOT I I DB. PG. I / I LOT [+2 4 40 — — • �� • i Ej� - "I �I �� ' \ 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE (+') AS \ PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR ly t SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE J SPECIALIST. N / / s — �• •� • {�. / \ \ 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE --- — — —� — — +— PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON -I OR I I I .�\ . . BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND N — — —_ —_ — — — - - _-- — I MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. N _ — — — _ -_. / / _� _ _ II + •- I- LOT 29 I - - • - 10 TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION Q VAR. WIDTH LANDSCAPE MAINTENANCE EASEMENT DB. PG. i1 s r AR + ii - ' y. II 1 I CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. • • •- b / U I - ill , n -. •- •---�_-- X -__ ,- 1GB A� -`--'= �o , _ "� \ o ° �n I I` + \ I\ I I .`�` 3PA \ NOTES: SLOPES GREATER THAN SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH • Ui J 29CJ 36NHD /� �-� / d I I I/ I y 1. 3:1 J Z VAR. WIDTH LANDSCAPE Y EN 5�9CE B 3 BN j a I LOT 0 \ \ I I 4 ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS (ITEM NUMBER: ERNMX-181) AT > Q MAINTENANCE EASEMENT o� o.398 ACRES r / \ 3 \ I I I `; \ RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1,000 SF. GRASS MIX IN THESE AREAS SHALL • TMP 45-86 DB. PG. 4P N Y PROVIDE PERMANENT STABILIZATION AND SHALL NOT REQUIRE MOWING. CO O J ALBEMARLE SOCIETY FOR THE \ TMP 45-112F MATS /DEDICATED TO THE HOA 11ASL° _ _ - -- - J I - - 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE LLI PREVENTION OF CRUELTY TO NIF FOUNDATIONS LLC Tom::( �__ }}I MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBSL9ANIMALS INC \ C�0 FOUNDATIONS CHILD DEVELOPMENT SE T 20 4 4 `4AR „i ^ tI ai 2 ` ` ` ` ` `- ` `s ��s \ \ FA AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL J DB 2096 PG 111 DB 2834 PG 1 \ ia�/ �,,.,\;,"; v _ \ HEALTH OFTHEPLANT. 0 Z � •� . T• • � I \ 3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN • ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY e Q Q \ nl QP \ \ r u+ \ • N S \ ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF = U \ --, \ � I +IIII .\ ✓//\\ ;�; , 4CFAi � A� -5 � • \ LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF U � i \ `\� OPE PA H EB \ '\ LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OFTHE VIRGINIA \ DEPARTMENT OF TRANSPORTATION. Y AT T HE O p \ \ ` I i GB 4. ALL TREES SHALL BE PLANTED A MINIMUM OF 3' AWAY FROM ANY SIDEWALK, CURB, OR w Z \ i s \ _\1\ \ \` ` l \ • ASPHALTTO MAINTAIN A MINIMUM CLEARANCE ZONE. PROPOSEDSWM V . Q FACILITY •• `• ' - �. \ D O J NOTE: U \ \ \ i. STREETTREES PROVIDED 56 O.C. AND 5'-1o' FROM PROPOSED UTILITIES. Ul CFA• \`\` ` t— -- \ ` \ _ 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE J NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR ( /� /\` \ 5/ �3Q5 MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED.SHRUBS ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES I ! j `` �a/\ \\/ \ \ \ / �\/ % AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL Z L1_I LU _ ` • • • • /, \ V✓/ _ MUST BE MAINTAINED IN AREA BETWEEN z AND 7 FEET „ / — HEALTH OF THE PLANT. Lij \.. • ... , ; - — 3. TOTAL STREET FRONTAGE = 4,274' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT 1QSE I u`j " \; ; ` UAP " — _ — — REQUIRED STREET TREES: 86 (1TREE PER EVERY So' OF STREET FRONTAGE) > LINES AND ACCOMMODATE PEDESTRIANS. \ — — — — — — PROPOSED STREET 95 0 " NOTE: 1,384' OF STREET FRONTAGE ALONG EMPIRE STREET -- — REQUIRED STREET TREES:28 •-" PROPOSED STREET TREES: 28 NOTE: 1,o18'OFSTREET FRONTAGE ALONG SWEDE STREET w REQUIRED STREET TREES: 21 Q PROPOSED STREET TREES: 22 ' NOTE: 876' OF STREET FRONTAGE ALONG MARSAC STREET Q \ I, • • _ ;, � ' w �� � — REQUIRED STREET TREES:18 I, • .a-� y" �- _ — PROPOSED STREET TREES: 18 4 `W NOTE: 7zo' OF STREET FRONTAGE ALONG WOODBURN ROAD CD IL.L CD REQUIRED STREET TREES:15 LL PROPOSED STREET TREES: R'CN w rr� f R DRl`IE — NOTE: 276' OF STREET FRONTAGE ALONG BERKMAR DRIVE (331'-55' INTJ co• f�f ` \ BERKM LUTE _ I s PROPOSED STREET REQUIRED STREET TTR E5: 8 EES: 6 J — —w �QTE — — < 4. PARKING LANDSCAPE REQUIREMENTS REQUIRED PARKING LANDSCAPING =13 PARKING SPACES Qa iTREE / io SPACES = z TREES REQUIRED TOTAL TRESS PROVIDED ADJACENT TO PARKING SPACES =16 TREES PROVIDED O N THE ADJACENT PROPERTY WITH THE cl� (1) PARKING LOT TREE WAS MOD MODIFICATIONS 0 HE ENTRANCEAN D VED OND PARKING LOT. THIS PARKING LOTTREE IS GRAPHIC SCALE BEING REPLACED WITH (1) CIS TREE ASSHOWN ONTHE LANDSCAPING PLAN. JOB NO. — — — 182152 30 0 15 30 60 120 SCALE 30, IN FEET ) SHEET NO. inch = 30 ft. 19 TMP 45-76A \ \ / ESTES, ISABEL T \= 15JN VAR. WIDTH LANDSCAPE DB 308 PC 386 13NHD AINTENANCE EASEMENT TMP 45-76D 10 MP \DB. PG. BRANDT, JOHN E B DB 1628 PG 128 E o V B----. LEGEND: RECREATION AREA TURF 151G \ OPEN SPACE F TMP 45-84 & 45-84A2 10Q5 j ' _ \ 0.216ACRE5 ALBEMARLE SOCIETY FOR / / / - a / OPEN SPACE HEREBY THE PREVENTION OF / '2 M \ DEDICATED TO THE HOA CRUELTY TO ANIMALS, INC s / / 1 2 PS PG 111 / / / LOT 6 \ \ /, / 3 8 VAN AINTENANCE DTH LANDSCAPE DB 2096 NANCE EASEMENT - - - - - - / WI TMP 45-76 i M \ / DB. PG. WEBER, LEA LIVING TR ST DB 4 98 PG 441 g / zJV 1P5 \ // TMP 45-76B / M \ e 2 QC { JOHNSTON, JACOBA KAY LOT 5 f 3 \ . 3 9 QP DB 3677 PC 444 \ 1MG c 40IG 431 ID \ / LOT / � . .. . - �/ / 1 MG v �,,,- ' •'�` _-- _ � �QO 4 ; ' ._ :1 : ` 0c 2 Ps / 1JV �l \ � .. \ _ '" _• �, - 6' LAN SCAPE LOT 7 \V A ` ���'' $Sj Q�_Q VAR. WIDTH LANDSCAPE c.PROPOSEDLAN DSCAPING 1AR \ 2MG AG AINTENANCE EASEMENT EASEMENT2QP / A \\ \\\�iN X 2PS �SSC� - DB. PG. 8 LOT . 3 n LOTS \ \ _ 45VB 4 E (1 LOTS \ \ \' ;6 \ �\ \\ 2AR 4JV \ \ \` \ 3 Q5 \ \ LOT io DE SAT T T \ 5QP LOT z \ 50 \ ` OPEN SPACE E LOT 0.072 ACRES / , .1 I LOT 12 LOT 3. / 3 LOT1 i • • �e � -� '` � OPEN SPACE HEREBY . I 4 LOT 15 `� ° . 1 M'� DEDICATED TO THE HOA ' o LOT 16 d LOT 17 S 1 AR z TMP 45-75 WEBER, LEWIS A LIVING TRUST DB 4998 PC 433 No. 35791 ,'n 11/23/20 c� nXTA i. U) z w am E 0 V w U ul z � g w w � ti LL L p Zz 0 a 0 O d z 0 m z 0 O W a w Jef Q ce z � 00 J Q w a 0 \ ` / ° 3QC 1BN EXISTING � j • .1 _ / \ __ / CEMETARY \\ 3A5 /; / LOT18 2P\ ��� o o CD N B A50.`i\ \ H CD C4 n-i r-j AR 1 ` `\ \ XISTI[)Y .. s / -_ \ 7:: / \ D'' p 00 x 4 4 META Y �° — — ASL - 5 r\ / 2 19 LOT ` \ \ \ \ _—\\� v 00 \ \ "' OPEN SPACE 0.425 ACRES \ \ \ ; q -- LIC RiW) \ \ LOT 20 \�\\ D OPE CEHEREBY \ \ 4 — j (4g -- _---- 1 _i / s \ \ \\\ \\ / oNH UAP \ DEDICATED T E HOA =, \ \ ,� _ � ` %\ \\ ... LOT 52 11 �i 1 - �- PROPOSED BLACKDECORATIVE� - \ii �'( \ \ \ \ \ PROPOSED BLACK DECORATIVE '' y \ I M m FENCE WITH GATE LOT z1� 5 CJ FENCE WITH GATE \ \ 6 PS I \ ; / �` \\ \ VAR. WIDTH LANDSCAPE 1 \" \ \ I AINTENANCE EASEMENT \ LOT 51 1 ` \ \\ LOT 22 \ \ TXP 45-82 / N \ \ 3�i--------� - - iASL NSF THIRD MESA, LLC 13 UAP \ \ ' \ \ DB 500 ,PG__ 06- - - - - i C'7 LOT 46 — 7JVv 1 r _ OPEN SPACE C v LOT 2 V A v 1 LOT O i ' - - - - PROPOSED LANDSCAPING I p_3zg ACRES, v� `� �A� A 3 / \ 5 - T- 10 MV OP�h PACE HEREBY �, GRADE IN EXCESS OF 3:1 O EASEMENT- , 3 LSR \� \ s - - CONSERVATION MIX REQUIRED DEDICATED TO THE HOA Q i 1AR ��� A\ \\ N LOT 45 z QS, t \ \ N 2 QC 1 r" I I �V A v� A v LOT 49 PROPOSED BLACK DECORA IIVE � PROPOSED �� T \ \ \ V i FENCE WITH GATE \\ \ L ., n � 3 REfREATION PROPOSED TOT T FIELD - / ^ \ VAR. WIDTH LANDSCAPE _ - - Lu \ 1 I I u \ w AINTENANCE EASEMENT --- J OT44 ����f _DB_ PG. J Z \\ \ \\ LOT48 1 i -j # \\ iw - = \ - - i a Q 7vP - 2 UPA \ ✓i / / \\ \ \ LLI LL T ALBEMARLE OCIETY FOR THE \ \ - - - /' / j \ L - -LOT-1+ I u 3QC \ \ 3 ASL �\\ \ \ L9 Q V' PREVENTION F CRUELTY TO / 1 Z — `LOT / ANIMe INC G 549 ,\- - - 47 /\ 1 - I _ 2 UAP; - \ , TMP 45-82A 1 w \\ \ \ - - -- --- _--_ -_ _`� w �OT 24 35 NHD \ N/F THIRD MESA LLC Q Q - --/ -� , \ \ \ \ \ DB 4841 PG 138 = U • I a - LSR \ / / 3 Q5 - =w -1 —wow - �\ r , \ y \ \ \ \ Ci C) ,1 �/ / _ _\ '- ---urn` - .\ _`: K �. • �� j \ � 35CJ w Z _ — Lu rrii LSR zASL - 1 P C.R._ n Iw I- w i •�• -�` s .�� e �� �\ \ V... A \\ > Q 3 w D LSR- _ - . i.. -�� \ -\ \ \ VAR. WIDTH LANDSCAPE O ' ul \3QP \e ^ AINTENANCE EASEMENT LOT z6 \ DB. PG. LL 4ASL I�\ ��� // ��� �( \ \\V A A '( 1 J A � Z Lu W v�� N F TMRD MESA LLC Lu DB 4841 PC 138 all__-- I I LOT 31�1 I \ Lu JNOTE: LANDSCAPING CANTS AND TREES WITHIN OR , � \ _ I I I LOT 2 ' �f� ` ` ' ` • " - �{ I I �II I` /\ \\ ~ m ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES 6P5 \ I I LOT 33 3 12NHD ASL` \ ° ASL I III I\ / \ \ Lu MUST BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET I I LOT 3 u . \.. , • �1i\ I I LOT 27 I \ — LOT 35 VAR. WIDTH LANDSCAPE n I I ` I \ \ - - J ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT \ \I LOT 39 / LOT 38 LOT 37 LOT 36 MAINTENANCE EASEMENT 9 C )\ \ - - - Q 4AS LINES AND ACCOMMODATE P DESTRI NS. 3JV LOT 2 LOT 41 LOT 40 DB. PG. _ 17 I - \ (! CD I r k• "I �I I �' � v CD N � -- -- T---------- --- -f--- — — =-� _-' -f—R - =_ � = i _• _ _, /' ..1. e : — - ��` — ii: 1 Iw I\I, I � I� I \ � LOT29 VAR. WIDTH LANDSCAPE - 3PA 0w MAINTENANCE EASEMENT - RAPHIC ALE DB. PG. _ a y JOB NO. 2g CJ 36 NHD � � ENS / 3 BN b , it . \'` I I \ I I . , VAR. WIDTH LANDSCAPE pN LOT 30 \ \ I I \ 182152 30 0 15 30 6 120 a ' MAINTENANCE EASEMENT o� _ o.39J3 ACRES G- I, I I ,\ ` I SCALE TMP 45-86 DB. PG. � 4 P N Y - � --, � � • ' \ 1 f 4 `- ALBEMARLE SOCIETY FOR THE \ TMP 45-112F _ _ _ \ MATC / DEDICATED TO THE HOA �` � ` ` ` � _ ` 111 - 30� � I PREVENTION OF CRUELTY TO N/F FOUNDATIONS LLC I EET i • • e e \ , , , , , ` \ SHEET NO. 1 i cn = 30 e . ANIMALS INC \ C/O FOUNDATIONS CHILD DEVELOPMENT SEE SHEET zg / i 14 AR / I 0 s,. ` ` ` ` ` ` `- —s \ FA DB 2096 PG 111 DB 2834 PG 1 \ �' a \ A 20 570 570 570 570 H OFF SCOTT R. LLINS'Z C� No. 35791 � 11/23/20 �0�� G1 SSrONAL E� z z4f f O w H D U W w z E 3 � o I_ d w z V' � LL Z Z p 0 w O ¢ ¢ z z Z LL N z ~ o a a Q z z z '.1♦ o CO z z ` m 0 Z u, o W J W g a a a z � o w w m � a > L w w � 0 0 w w 0 0 0 N N N O LU Q N N M v m .. 1Z L9 7 c� � co O N 1 o+oo 0+50 i+oo 1+50 z+oo z+50 3+00 3+50 4+00 4+50 5+00 5+50 0+00 o+So i+oo 1+50 z+oo z+So 3+00 3+50 4+00 4+50 5+00 5+50 Q SWEDE ST (NORTH) & EMPIRE ST INTERSECTION SIGHT DISTANCE SWEDE ST (SOUTH) & EMPIRE ST INTERSECTION SIGHT DISTANCE "' � � � U) 550 550 VERTICAL GRAPHIC SCALE J U) J 5 0 2.5 5 10 zC J Q O LU z ( LU IN FEET ) D I- 1 inch = 5 ft. - I— LU j , V HORIZONTAL GRAPHIC SCALE Q Y z 50 0 25 50 100 200 O O ( IN FEET ) i o 1 inch = 50 ftn 575 575 >Ul � O � W CQ G U E LU co W mj Q O fi O 0 N r w O w o+z5 0+00 o+So i+oo i+So z+oo z+So 3+00 3+z5 m Ln In MARSAC ST & SWEDE ST INTERSECTION SIGHT DISTANCE JOB NO. 182152 SCALE 0+00 0+50 1+00 1+50 2+00 2+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 111 _ 501 PRIVATE ENTRANCE & EMPIRE ST INTERSECTION SIGHT DISTANCE EMPIRE ST & MARSAC ST INTERSECTION SIGHT DISTANCE SHEET NO. 1 0 21 565 565 HT. F OBJ.=3.5' 560 � 560 LINE OF SIGHT (TYP.) / P� 555 555 550 550 EXISTING GRADE (TYP.}-\ / -- 545 HT. OF 545 EYE=3�5' 540 540 535 535 I PROPOSED GRADE (TYP.) 530 530 525 525 T. O F OBJ.=3.5' 520 520 515 5�5 O �7 r1 Ol 01 N rl ei N 1� Ol Ol M M d W ri �t N I� M N rl 00 M n O ri W N O� N O l!1 cl pp rl 'i O N 1� M N O � �t M O � 00 � � ri °1 °1 � O � Vl M Vl Ol M N M � lD N � N � In N � L!1 N � N M � Vl M V1 In S � � �1 � � Vl � l(1 � � l0 Vl EXISTING GRADE (TYP.) 545 545 HT. OF OBJ.=3.5' \ 540 540 535 535 S Gyro �r gtic�\\ 1 530 530 1 I \ 525 525 HT. O PROPOSED GRADE (TYP. � EYE=3�5' 520 � 520 515 515 00 � °1 N n � � � � N OMl �t ° N � n01 565 565 HT. OF OBJ.=3.5' \ 560 \ 560 \ S LINE OF SIGHT (TYP.) i 555 555 \ 550 550 -EXISTING GRADE (TYP.) J � 545 HT. OF YE=35 545 \ PROPOSED GRADE (TYP. \ 540 54° 'cy roes 535 535 530 I 530 1 \ 525 525 \ HT. OF OBJ.=3.5' 520 \ 520 515 515 rl •i Ol O1 � l0 � � O W O O �t � I� N O m l° N m ci M l0 ry W � 111 ri � y1 n'1 Ol � �t N 1p � .t � OD d .t n'1 1p � S O n � M Vl Ol M N � rl N N n'1 00 N •i ci N LINE OF SIGHT (TYP. � H .OF 570 p1SSpr10E�21 OBJ.=3.5' S70 5\G XISTING GRADE (TYP.) / iF HT. 565 EYE= .5' 565 ROPOSED GRADE (TYP.) S6o T. OF 560 OBJ.=3�5 555 555 a� �� m� M a o N' o N o ,M,1 �� Vl l0 � l0 � l0 � l0 y� l0 565 565 560 HT. JOF S6o LINE OF IGHT (TYP.) / 555 555 S\G�,�O\S --EXISTING GRADE (TYP.) 550 ROPOSED GRADE (TYP.) SSO T. O F / 545 J�=3�5� 545 540 540 53$ 538 M Q � � W � � � � L!1 � TH OFF 590 590 SCOTT R. LLINS'Z u No. 35791 a�- 11/23/20 SSIONAL E� z w f f 0 w U w Z U) w o I_ 3 d C w U V' Z p � LL Z Z w z O _ z z ¢ U w o LL Q N Z w 0 �"'♦ z p k E � Z z z Z ` m u, 0 o z LV JWg a z a a W w m a o w � > w w a 0 w w 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 0 o N EMERGENCY ACCESS & WOODBURN RD INTERSECTION SIGHT DISTANCE LU N " N " C) 0 ; 7 M co N \ ti L9 525 525 v- 7 00 C' ) N M N QO J N � w LU J U) J J_ J L.L > Q 0 LU LU 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+oo 0 1 U EMPIRE ST & BERKMAR DR INTERSECTION SIGHT DISTANCE z _ Q C) O U) J Y � 0 LU LU O LnD U) F— oC l/1 VERTICAL GRAPHIC SCALE W 5 0 2.5 5 10 20 - u ) ( IN FEET ) F— LU 1 inch = 5 ft_ co HORIZONTAL GRAPHIC SCALE 6. � 50 0 25 50 100 200 C) 0 ( IN FEET ) = N 1 inch = 50 ft_ O r w w a U) JOB NO. 182152 SCALE 1"_501 SHEET NO. 22 585 585 T. O F OBJ.=3.5' \ 580 � 580 \ INE OF SIGHT (TYP.) 575 T 575 C, 390� � 570 570 L_ 565 EXISTING GRADE (TYP.) � H . OF IGHT DISTAN 6 5 5 E=ggo' YE=3�5 HT. F \ OBJ.=3.5' 560 560 �J PROPOSED GRADE (TYP. 555 555 lA O O 00 0 ri � .t � � N n Ol O � O 'i W W S •i Ol l0 O n W lD W � S lD � p1 ll1 O l0 O lD N � In l!1 Vl Vl � � SIGHT DISTANCE=39o' HT. OF 520 � PROPOSED GRADE (TYP.) EYE=3.5' �GN_TgNc 520 '3go' � _ 515 EXISTING GRADE (TYP. � \ 515 HT. F OBJ.=3.5' 5io 5io Ol Ol S O � 00 � .i 0 .i � O N O � O 1�j O � N N N N N n N N N N � N � � � � � chi chi N cNi