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HomeMy WebLinkAboutSDP202000042 Plan - Submittal (First) 2020-04-19BERKMAR OVERLOOK VICINITY -MAP )SCALE: 1" = 2000 �H 0 SGOTT R. LLNS WXjTj2jaA1f,fjW���Il►��K�i OWNER: TMP 45-112F1; TMP 45-112F2, TMP 45-84A; & TMP 45-85 BERKMAR DEVELOPMENT, LLC 2496 OLD IVY RD CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 04500- 00- 00- 084A 0, 04500- 00- 00- 08500, 04500- 00- 00- 0112F1, & 04500-00-00-0112F2 TOTAL AREA: TMP 45-84A: 6.892 ACRES TMP 45-112F1: 0.571 ACRES TMP 45-85: 0.777 ACRES TMP 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 259) = 2.19 AC TOTAL OPEN SPACE PROPOSED: = 2.371 ACRES (27.09) 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 TION: NONE REQUIRED WITH THE DEVEL OPMEN T PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 2 SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET. BUILDINGS SHALL BE 1 STORIES IN HEIGHT WITH AN AVERAGE HEIGHT OF 20' TO 25'. SETBACKS: FRONT- 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND 25' MAXIMUM SIDE NONE - MIN. 10' BUILDING SEPARATION REAR: 20' MINIMUM. NOTE. DECKS AND PORCHES MAY ENCROACH 4' INTO THE REAR YARD SETBACK. SUBDIVISION STREETS. CURB & GUTTER WA TERSHED: SOUTHFORK RI VANNA RIVER WATERSHED AGRICULTURAL/ FORESTAL DISTRICT- NONE TOPO & SURVEY: TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, JUNE 2018. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE 2018. DA TUM: NAD 83 EXISTING VEGETA TION: PARTIALLY WOODED (TMP 45-112F1 &45-112F2 ARE WOODED & TMP 45-84A&45-85 HAVE BEEN CLEARED AND WERE PREVIOUSLY USED AS A CONSTRUCTION STAGING SITE.) LIGHTING. NO SITE OR STREET LIGHTING IS PROPOSED WITH THIS PROJECT. ANY SITE LIGHTING 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) = 14 SPACES + (2) FUTURE PARKING SPACES (THIS IS WITHIN THE ALLOWABLE 20% 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 2018. FIELD EXPLORATION WAS PERFORMED AROUND THESE 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, IDENTIFYING AND ESTABLISHING THE LIMITS OF THE CEMETERIES AS CURRENTLY SHOWN ON THIS SITE PLAN. EACH CEMETERY SHALL HAVE A PERMANENT BLACK FENCE INSTALLED AROUND THE PERIMETER OF THE CEMETERY LIMITS WITH A GATE FOR ACCESS. STREAM BUFFERS: NO STREAM BUFFERS ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF THIS PROJECT AREA. FLOODPLAIN: THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO280D, DATED FEBRUARY 4, 2005. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDA TION 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 IS SHOWN ON SHEETS 19 AND 20, AND INCLUDES ALL LANDSCAPING REQUIREMENTS IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. STREET TREES SHALL BE PROVIDED ALONG THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: REQUIRED RECREATIONAL AREA: 52 UNITS x 200 SF = 10,400 SF PROPOSED 15,428 SF (0.35 AC) INCLUDING (1) TOT LOT & (1) RECREATION FIELD TOT LOT AREA SHALL INCLUDE THE FOLLOWING, AT A MINIMUM: ONE (1) SWING (FOUR SEA IS) ONE (1) SLIDE WITH TWO (2) CLIMBERS ONE (1) BUCKABOUT OR WHIRL TWO (2) BENCHES RECREA TIONAL PLA YFIELD OPEN SPACE.• STREAM BUFFER OPEN SPACE. • N/A RECREATION AREA OPEN SPACE. • 15,420 SF (0.354 AC) OPEN SPACE: 61,376 SF (1.409 AC) STORMWA TER POND OPEN SPACE: 26,485 SF (0.608 AC) TOTAL OPEN SPACE. • 103,137 SF (2.371 AC) OFFSITE EASEMEN T.• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE, WITHIN EXISTING RIGHT-OF-WAY, OR WITHIN EXISTING EASEMENTS.. NO OFFSITE EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT. NOTES: TMP 45-84 & 45-84A2 ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUELTY TO ANIMALS, INC DB 2096 PG 111, 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE, AS SHOWN ON THE PLANS. PRIVATE EASEMENTS SHALL BE MAINTAINED BY A HOMEOWNERS ASSOCIATION. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREET 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. OPEN SPACE G LOT 6 \\ _;z' / LOTS LOT4 LOTS LOTz LOT 1 \ _'/ OPEN SPACE FINAL SITE PLAN SDP202OmOOO RIO DISTRICT - ALBEMARLE COUNTY, VIRGINIA TMP 45-76A ESTES, ISABEL T DB 308 PG 386 TMP 45-76D BRANDT, JOHN E B DB 1628 PG 128 OPEN SPACE F \ LOT 7 LOT8 TMP 45-76 WEBER, LEWIS A LIVING TRUST DB 4998 PG 441 TMP 45-76B JOHNSTON, JACOBA KAY ---,DB 3677 PG 444 \ \ _ LOT 9 V LOTi� - - — --_ v' LOT ii �✓ I LOT iz LOT 13 LOT 14 I LOT 15 LOT 16 � LOT i7 i OPEN SPACE E i TMP 45-75 WEBER, LEWIS A LIVING TRUST DB 4998 PG 433 I ! LOT i8 i �LOT 3.9 T 1 - - 1, LOT zo LOT 52 - -- LOTzi I � \ LOT 51 -----------'i LOT22 TMP 45-82 l NIF THIRD MESA, LLC LOT46 I �DB 5002 PG 606 LOT So LOT 23 / �I LOT 45 V / ' LOT 49 _ I L I OPEN SPACE C I i LOT 44 I LOT 8 TMP 45-86A - LOT 43 ® �' ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUELTY TO �I LOT47 - I- - - - - - - , �\ TMP 45-82A I - ANIMALS, INC =� �, LOT z4 N/F T C \ DB 5108 PC 549 4841 MESA L _ �— , _ : � � - I � � � _ � DB 4841 PGB138L \ LOT z LOT z6 TMP 4 81 N/F THIRD MESA LLC LOT31 DB 4841 PG 138 LOT 3z \ - I 1� I LOT 34 LOT 33 ` LOT z7 — I I LOT 39 I LOT 38 LOT 37 LOT 36 LOT 35 - LOT 4z LOT 41 LOT 40 - _ LOT z8 OPEN SPACE B TMP 45-86 N/F ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUELTY TO ANIMALS INC DB 2096 PG III TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) 52 SINGLE FAMILY ATTACHED UNITS - CODE 220 ADT: 381 VPD (1go.5 ENTER/ igo.5 EXIT) AM PEAK: 24 VPH (6 ENTER/ 18 EXIT) PM PEAK: 29 VPH (18 ENTER/ is EXIT) \ TMP 45-112F \N/F FOUNDATIONS LLC CIO FOUNDATIONS CHILD DEVELOPMENT DB 2834 PG I r BERKMAR BRI14Og ROUTE AREA CALCULATIONS LAND USE AREA ACREAGE LOTS 4.307 AC (49.0%) OPEN SPACES 2.371 AC (27.0%) EMERGENCY ACCESS PARCEL 0.031 AC (0.4%) RIGHT OF WAY 2.069 AC (23.6%) TOTAL: 8.778 AC NOTE: PERCENTAGE OF OPEN SPACE OUTSIDE OF ALL STORMWATER MANAGEMENT FACILITIES, STREAM BUFFERS, FLOODPLAIN, AND MANAGED/PRESERVED SLOPES = 74%. THIS AREA IS GREATER THAN THE REQUIRED 20%. STATE __�-- _ I - i LOT 29 LOT 3o I OPEN SPACE A GENERAL BUILDING DEPARTMENT NOTES 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VA VE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY 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 THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. Sheet List Table Sheet Number Sheet Title COVER 2 EXISTING CONDITIONS 3 SITE LAYOUT 4 SITE LAYOUT S UTILITY PLAN 6 UTILITY PLAN 7 GRADING & DRAINAGE PLAN 8 GRADING & DRAINAGE PLAN 9 NOTES & DETAILS 10 UTILITY NOTES & DETAILS 11 ROAD AND WATERLINE PROFILES 12 SANITARY SEWER PROFILES 13 SANITARY SEWER PROFILES 14 DRAINAGE PROFILES 15 DRAINAGE PROFILES 16 DRAINAGE MAP 17 DRAINAGE CALCULATIONS 18 DRAINAGE CALCULATIONS 19 LANDSCAPING PLAN 20 LANDSCAPING PLAN 21 SIGHT DISTANCE PROFILES 22 SIGHT DISTANCE PROFILES 22 TOTAL NUMBER OF SHEETS ROADS LEGEND EXISTING CULVERT CUL VERT Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6. DEPTH OF EC-3A DITCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH EARTH DITCH DRI VEWA Y CUL VERT BENCH MARK _ _ _ _ _ CLEARING LIMITS as 200. EXISTING CONTOUR 200 PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS A" DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT ,U Lie. No. 035791 04/18/20 ON'AL z g a w Zztn O J o a z v L J W Q 0 o 2: m w U) WJ Zw W w J� L u z Q rH� V Q z_ LL 1 0 0 I..L Uj 0 I..L Mw W LU w w a Ln JOB NO. 182152 SCALE 3. = 401 SHEET NO. 1 \ / i v / ����H 0 l \ TMP 45-7 / NOTE: THE RWSA 12" WATER MAIN IN WOODBURN ROAD BE LEWIS A LIV G T UST / HAS A HGL OF 795'. PRIVATE PRESSURE REDUCING SCOTTNRCLLINS� \ DB 4998 PG 4 3 \ VALVES SHALL BE USED AT THE SERVICE CONNECTIONS. U Lie. No. 035791,� �W 04/18/20 �> TMP 45-76B, k- _ ,� off - I �/ NAL JOHNSTON, JACOBA KAY TMP 45_82 ,/�' � i � � % � DB 3677 PG 444 N I� -THIR JD ESA, LLC / DB 5002 PG 606 - �6 ,. TMP 45-82A / / TMP 45-76 _ ���� �� / � .� '-�.�, N11F THIRD MESA LLC l / WEBS LEWIS A LIVING TRUST I _ o� DB 4$41 PG 138 i DB 49<98 PG 441 EXISTING FIRE � ��� ,�"� TREE LINE �� _ - HYDRANT _ ��i TMP 45-81 \ �, ❑ 6� _ (TYPICAL) I NjF THIRD MESA LL ��EXISTING _ / t DB 4841 PG 138 / z � � � � � � � �CMP CULVERT / � � � � �� EXISTING 12I' CI SC A� pG �� �� \ g RWSA WATERLINE Lu Ln TMP 4576D EXISTING TREELINE EXISTING 12" CI \ O a z EXISTING 042"� , ��� : RWSA WATERLINE ❑� I BRANDY, JOHN E B - _ `' , II/ / �..� u J / / CMP CULVERT \ i i \ \ 11, DB 1628 PG 128 � r � - EXISTING ENTRANCE �o TMP 45-85 /'� �� , - \ ��\�,� L i / / // / "/ z cn TO BE REMOVED�BERNMAR DEVELOPMENT, LLC - CONSTRUCTION &� .� / / i, WITH FINAL BUILDOUT _��� 1-� DB 5136 PG 015 \ AMP 4584A- G,In„ DEBRIS ��� /i / / /'f r BLrHKAR DEVELOPMENT, L-C TO BE REMOVED / / AVM r.° /. // �o w EXISTING WATER METER & / r� / - - �.-/%/ / ; r. i S8C ��� / / �" �" ui °C Q SERVICE TO BE ABANDONED, STOCKPILE EXISTING BOUNDARY \ B 5136 PG 0�5 - ' PIPE z BACK TO THE CORP STOP \ TO BE REMOVED LINE TO BE VACATED �� / / / TREE LINE li - ASPHALT (TYPICAL) TMP 4576A' LIMITS OF EXISTING - ESTES, ISABEL T / / \ / _ / \ �� I � � _ _ — — C RB TO BE REMOVED DB 308 PG 386 �. — � � � � � � ��� � i f EXISTING i MANAGED TMP 45 112F1 - '' SLOPE�BERNMAE- DEVELOPMENT, LLC TMP 45-112F2 i r CONSTRUCTION DB 5129 FG 602 s - � IBERI�MAR �L�EHOPMENT, LLCM � �� �� /" �'ti?�❑��� ' CHAIN LINK �" �� / DEBRIS _ _ _ = - _ - - - - �� r DB 5129 PG 602 FENCE °� � '� ' TO BE REMOVED CHAIN LINK J I� TO BE REMOVED �- FENCE TO BE REMOVED �'o'� I �C LENGTH 293.31' i ' RADIUS=5767 52 0 J� _ ❑ - - - EXISTING BOUNDARY , -- - N 'I� � 'H`�� DUMPSTER I ❑� � � � -� � EXISTING BOUNDARY TO BE REMOVED I - LINE TO BE VACATED" / ❑ J LINE TO BE VACATED i / w o GRAVEL DRIVE VETFR" I — Lu N ' � � EXISTING �o SANITARY Q 1 � 00 EXISTING CURBING ! %� TO BE REMOVED SEWER EASEMENT D6.5232, PG.243-256 -FOR-TURN o\ — — LANE MODIFICATIONS - 1 O'x32' TRAILERS x 2" OR TO BE REMOVED CONCRETE � EXISTING FIRE HYDRANT TO / �Q� � � � � / " �s TO BE REMOVED — ��i/��f� 65'x90' l �� / / ' —�` �i BE REMOVED &REPLACEDL9 BUILDING / /j �� / EXISTING ENTRANCE , I / / //� _ TO BE MODIFIED //; TO BE REMOVED CONCRETE ,/ �\ J �\ 11 FOR NEW ACCESS TO DEVELOPMENT -� / \ r� EXISTING I _ TO BE REMOVED �/ F EXISTING HEADWALL FOR TWO (2) 024" M \ _ - / r CONCRETE MANAGED / (, - �- � � � CULVERTS TO BE REMOVED. THE EASTERN TO BE REMOVED SLOPES 1 / /J �� ��/�// CULVERT SHALL BE DEMOLISHED BACK TO THE „ _ � i BUILDING /, / X., h ❑ / �� �'' PROPERTY LINE, AND FILLED WITH FLOWABLE TO BE REMOVED CEMETERY /�� � ,� . L ,. I j � � � /l � �hJ) "� /��J I � �� ��2V��� � '� FILL. THE WESTERN 024" CULVERT SHALL BE� �/ MODIFIED TO HAVE A NEW UPLAND DOGHOUSE i // HEADWALL �� MH. BOTH 024 CULVERTS SHALL REMAIN M 47'x56',,) i� I / \ I / s�5 �,. ��: - - - ��z UNDER BERKMAR DRIVE. d' ❑ � BUILDING i I �s ���,. / �sss\� �� ❑�;� CV r TO BE REMOVED / ���� O 1IN J APPROXIMATEw�� `� Q o LOCATION OF WELL ����� I \ ��� � /� N W 1 / i., / CV PER DB 424 PG 152 BENCHMARK: I I �� '� RIM=518.50 TMP 45-112E TO BE REMOVED CONCRETE y MCMAHON BRIAN J & STEPHEN GRAVEL AREA'�� � TO BE REMOVED / STORAGE ' �, � A 1 �,i: �� z� �� �� w Q I-1 V A (TYPICAL) � I ( EXISTING CURB AND � �J �" / -VON ST CONTAINERS l �,� `� r� , �I / SIDEWALK TO BE REMOVED ��¢ ` ��� DB 1453 PG -367 TO BE REMOVED I 1 �� �� ZONINGHC - �� CHAIN LINK �? �� I c� ❑ �� �� - - TMP 45-84 & 45-8 A2 \ FENCE > m �� �� - J J ALBEMARLE SOCIETY FOR -THE ® ��� _ TO BE REMOVED ? I V \ 1 �,��� J �' ;i, ���� ' . A, WOOQ FENCE �� EXISTING 30" PREVENTION OF CRUELT TO �, �. i ANIMALS, INC �F� `�>> �� jV "� y 1 `� / / Q� L RWSA WATERLINE / BENCHMARK: Q DB 2096 PG 111 '� �'' \ 31 x84` r� / ��� I / / i DI RiM-518.87 L1� �� BUILDING - i +- � ,�1., I / / LL ❑ %�TO BE REMOVF� / , �� -, > / TMP 45112E I NIP FOUNDATIONS LLC 1 - -- - �'�' � $LOCK�NALL - _ /G O FOUNDATIONS DEVELOPMENT � -- -- - ❑❑7'5'8"vVDB 2834 PG 001 -- - � ( I ; LIMITS OF EXISTING Z - - TMP 45-86A � �'.��, - _ � J .. �. � � 1 � �. �� I� I� , � i -- ------ -- ------ - - - - — _� _-,._ o - -- ALBEMARLE SOCIETY FOR THE - � — � - I CURB TO BE REMOVED O PREVENTION OF CRUELTY TO - _ 6 ) i I J U) ANIMALS, INC I DB 5108 PG 549 ILL]- _ „�❑ — � I Ul > � w \ — — -- i e — — _ _ 1 / TMP 45 '12 -- 1 WOOD, STUARD R. JR & /l I W B 4RGAR�T E. / Lu fl v � ' �� � � / D 751 G 9 ,l I TMP 45-86 - - = ZONINGHC i l _ - - ALBEMARLE SOCIETY FOR THE _ - - - CO _PREVENTION OF CRUELTY TO / ANIMALS, INC � V DB 2096 PG 111 _ ❑ LuLu CD oc ID i a� NOTES. / 'z- o �_ _ 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP , �, �, �o�1 �� CV �Q��� NUMBER 51003CO280D ADOPTED FEBRUARY 4, 2005. 2. TOPOGRAPHY PROVIDED BY ROUDABUSH & GALE, FIELD COLLECTED IN JUNE, 2018. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN NOVEMBER 2018. 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED STEEP SLOPES ARE LABELED. %� ' i / ���� " p w i 4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. / O �, A y v a 5. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 195 MUST HAVE AN L, / / ❑ ���g GRAPHIC I SCALE v v JOB NO. ASBESTOS SURVEY PERFORMS IN ORDER TO APPLY FOR A DEMOLITION PERMIT. 182152 2152 ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT / / // �� 41�1 0 20 40 80 60 VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. T/ j/ % / SCALE 6. ALL EXISTING BUILDING WATER LINES FROM THE WELL AND EXISTING DRAIN LINES � �!, � ' / � � ill = 40' AND DRAIN FIELDS SHALL BE REMOVED IN ACCORDANCE WITH VDH GUIDELINES / / / / IN FEET SHEET NO. AND REQUIREMENTS. i7 i / / / 1 inch _ 40 ft. 2 n 49 I PROPOSED 5' N PROPOSED 6' RECREATION \ \ LOT PROPOSED 6' - o . ,o Albemarle Count ,, CONCRETE SIDEWALK 113 FIELD 0 3' n o- 110 PLANTING STRIP 24 _ ;� PLANTING STRIP h . �, x5 2' ENCROACHMENTS FI4 - D o m --- �_ p� F� r1 � PROPOSED STOP SIGN (TYP.) � � C. % ti5 TMP 45-82 Public Road Acceptance Procedure ZH � c� N 18' MIN. • FIC X D N OPEN SPACE C _ FL x � z N LOT 44 0 o. ACRES PROPOSED VDOT \ �x `�--`� j �` 1210 N/F THIRD MESA LLC D z N (TYP.i� I I °N'v, ° rmi o 354 xcP a ° N 8 2 G) V1 - s The processing and inspection of public roads is administered by VDOT. The County is not involved in O m -n OPEN SPACE HER Y STD. CG 12 (TYP.) ° a T lz this process until the road is read for acceptance. When the road is read for acceptance, provide the LOT 8 E P __� \ _ h p Y P Y p 4 - E�P p o D DEDICATED TOT�iEHOA �� A� ti5xo° "o - C` i / / �6 following items to the County.SCDTT R. G LLINS 1 Z 11i rn 0 n co r \ 2S' ! g O / n 2' ENCROACHMENT ° STD. PROPOSED VDOT l II P o n 7, rn PROPOSED STREET SIGN (TYP.) �, 7, ry \ R o -o - A Lie. No. 035791 CG-9 ( > �, v, . ,' ti1 rs \ TMP 45-82A 1o8 m- - (1o) PROPOSED ON -STREET \ o - 1. Inspection Request and fee d `' o -1 ^' LOT PROPOSED WALL _,/ xS°'\ �� i'� yo \ 04/18/20 p I u, z I D 0 43 PARKING SPACES (8 x2o) - y3 N/F THIRD MESA LLC A form and fee are required for each project as indicated on plans or bonds, or as requested for board resolution if �> � N 10 52 7. + -N _ X MAX. HEIGHT=3' _ (;. x50- �� \ � o_ D °_ PT +D Q o smaller phases or individual roads are recommended for acceptance. LOT z 1 I �� G rn PROPOSED VDOT !�� ti� I PROPOSED NO PARKING SIGN (TYP.) o P P S`S10NAL � rn n, SEE DETAILS, SHEET 3 PROPOSED STOP SIGN (TYP.) \:r, 2. As -built plan approved by VDOT, and copies of all recorded drainage casements, sight easements, and �^ 47 rn`� °- PROPOSED STREET SIGN (TYP.) o �r,_ STD. CG gD (TYP.) / = \ IyPROPOSED STREET SIGN (TYP.) \ PROPOSED RETAINING WALL EASEMENT - right-of-way plats. Plats should be copies of the actual recorded documents from the Clerks office. 1' ENCROACHMENTS PROPOSED DRY CURB U, -- °� - o A DB. PG. g y p p ° ------ + 2d" - � -. . - - - - - - - -� - - - N �� ----- --- - -� - �ti�+O �s L T 4 ,,7 \ � ' ° � o O 2 �°' \ An as built lain prepared in accordance with the County's As 13ui1tRoad FlanPolicy is required VDOT does not 2 12 - 21, PROPOSED VDOT " : 78' _ _ _ _ c+v - --- - - `i -_ -- - - R o always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road, 0 ------ Q + r-s - SIGHT DIST NCE=28o `' _---------------------- -0-v I - 5�g 64 -_ °_ requirements of tlu p 1 y ust be m t f o y o e th all improvements are mright-of-way nd STD. CG-12 (TYP.) .. -• the minimum's o is m e i nl t insure at a im r a PROPOSED STOP SIGN TYP. r' \ --- 1 o- 13+5° PROPOSED WALL easements - a= 8 20 DEr�TREET�- MAX HEIGHT d f f o -' o - ( ) I a �s _ \\ - '�` =2' 3. Written documentation of acceptance from VDOT for the entire roadway or or completed items. 0 0 - 4 _ 'P _ - o - ---___ � - AWE S _ -- \ - W) �\ _-_ = PC:1o+11.46 � 12+50-z000 R 1 PUBLIC RI � ° o • � -� \ v.L o-,O O �, Formally, this is sent directly to the county on an AM ` 3 from VDOT when VDOT requests that the Board of as 81 L L -m - -- - _ 12+00 L N +oo �54 W o_ LOT 2 Supervisors pass a resolution of acceptance After the resolution of acceptance is sent to VDOT, rt 1s usually about six 13 PG ''-" y J� x 5 weeks before actual acceptance takes lace, and VDOT issues a formal memo to the count with the road additions and � o -n � m DB• ..oli i--; � Nam;- , Il m. \ \\10 \ � \'oZo / p p Y 11+00 - - . + m - - ' _ w y J O new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some 335'R o 11+50 - n - - 11 \ N G%o: / �- - correspondence > e necessary. e \ ,,y � rn (� o,� espond from VDOT for items inspected and approved is ssary. This is usually in the form of letters +Oo 14+50 - Z I ��C� \ approving compaction reports, GBR's, pavement cores, pipe video, or other items where part al release is sought. A 10 i i8 �,2'' 28 _ fi 2 `' k \ 1' ENCROACHMENT/ final uncchlist inspection report from VDOT can be used for partial bond release, but only if outstanding items are not �T- - . t � � • !_ � - ° ° ° -= 32' _ --- (TYP•) 1 1 11 e o�1Q\ p p p p Y g VDOT STANDARD 1 ° - y _ 20 X2d = o \ L T 2 \ too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there TYPE BARRICADE ao' -_ _ 28' g I ROPOSED NO PARKING SIGN (TYP.) \ o \ O 6 3 -- 28 - _ - z8 _ MIN•1 11, $ - \ \ r, \ are problems meeting the eligibility or occupancy minimums, and itis not known how long improvements may sit, or `+\ -- ^ 28' 34 -- 34_ 51 FRONT SET ACK 20 �{ 20 X2o GARAGE 12x9 \ need replacement, partial releases may not be possible. 2 FUTURE ON -STREET PARKING 55' - °' 13 Z I TYP• 20 LIIIN•1 PC • \_ \ " W / N / = z r v \ PROPOSED 6 PORCH & 2ox GE \ h\ y Z 0, a SPACES (8'x2o')SPACES SHALL BE _ } 20' 3' CONCRETE SIDEWALK (TYP.) - 0 o�C2o (MIN•i GARA -4 ` \ p _� �, 'Even if a bond release is not requested, an inspection from the County is required for any County items, W 4 a f__-. 20 x2 _ _2 GE PROPOSED NO PARKING SIGN (TYP.) m ION STRIPED OUT AS SHOWN UNTIL (TYP.) 2o'x2o' 20'x2o' IN•) GARA 1�7 RPT \ PROPOSED WALL such as the street name signs, and an sidewalks or amenities that the Count required but VDOT will not 2o'x2o' (MIN.) (M -� v_+ \ W `\ LNG SEP A \ Y Y q z U) Z STREET IS EXTENDED INTO THE \ 2o'x2o' 2o'x2o 20"x2o' (MIN.) (MIN.) GARAGE GARAGE PROPOSED RETAINING WALL EASEMENT �, 11� \_ 1 1 a,• ,BUILD MAX. HEIGHT=6' maintain. This final inspection by the County must be performed before the road can be recommended to O ADJACENT PROPERTY GARAGE GARAGE 1 1 \ the Board of Su Supervisors for a resolution of public acceptance. tance. Count bond releases or partial releases a z DB. PG. _ =� o y \ 2o'x2o� . � I` �I-(M1N.) �' (MIN.) � � GARAGE (MIN.) � � o LOT 31 � 11 � II 1 11 � - -t � I M P P P Y � P ) O (MIN.) GARAGE GARAGE I GARAGE °- O o - ^ N \ Ln I will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the v `L GARAGE 03 0 LOT 2 11-� \ PROPOSED NO \ PROPOSED ASPHALT CI - LOT 33 3 11 IIZ �I > o following items are required to be submitted for bond releases to be considered: N w Q PARKING SIGN (TYP.) DRIVEWAY TYP. r LOT PROPOSED WALL n 0 1 I �I � ? N LOT 27 \ o I- SEE DETAIL SHEET) 35 Z o - 1� N 00 I - - m o o \ 4. Signed and sealed letter from a professional engineer listing and certifying that completed z \ I 9 LOT 6 -� LOT 34 MAX. HEIGHT-4' ; 11° N I `� M N O \ _ �, N �, L 3 G� m w I I - \ I improvements are built according to plan. ~ m PROPOSED VDOT rn o LOT 39 LOT 38 LOT 37 vl 1O �°- v I 24 II p g p \ ° LOT 41 LOT 40 �' m CK 11 Z C F Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not to STD. CG-gD (TYP.) LOT 42 �' I -o DE _- T- 1 q `^ 11 ' use calif n statements such as "it a eared", or "to the best of m knowled e or " enerall n accord". ■ LU 10 11 C� N 3 \ q y g Pp Y g g Y W Q 10DEC PROPOSED SIGHT � I D': o Improvements were either built to la or worenot. As -built measurements, construction inspections, A I � 10 _ DE 1�', I I i8 MIN. �� X N \ P P� Y P � ECK D� DISTANCE EASEMENT I 2 D Z N ° ib field verificatlons should be cited and included. Tolerances should be noted. The items not built according to plan Ce \\ 10 DECK O DB PFi. � w. 1 (TYP.) m o LOT 28 N \ must be listed, with explanations. Deviation inpavement materials and thicknesses must be listed. If street trees or z D 1 PE - \ sidewalks, or other items were moved, or added, this should be noted. If drainage changed, b addition or deletion of DECK m 101 DECK 1O 2 � '- o I� � D g � Y mN 10 I 10' z b n \ 10' DECK DECK 3 o o � M \ culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the \ DECK DECK DECK ENCROACHM3 ENCROACHMENT 28' 6 II I 111+' m \ letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide t of opinion or assurance. Please demonstrate that the improvements and construction have een \- 2o' REA SETBACK _ - - _ - - 2g' PROPOSED S' I I D " o more than a statement p rmprov b o X D inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of 1' ENCROACHMENTS 0 OPEN SPACE B CONCRETE SIDEWALK I I II _ G) z o LOT 29 r_1 ,v \ discovering discrepancies and deficiencies in the field. o. ACRES 4 OPEN SPACE HEREBY P I III N= v m rn o ^ \ 5. Certificate of Completion R I I TMP 45-86 - - - - _ � I C. ZZ+ e; : i - � \ \ S� This form must be received for release of a bond. It is available on the county website In the case of reductions, a 28 12 �'- - - - - - DEDICATED TO THE HOA 6S.8 31' z8' 28' S43 31' 13.98"� 194• � 34 1 � °o letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be ALBEMARLE SOCIETY FOR MATCHLINE -SEE SHEET 11 0 PROPOSED WALL ` I - I 9 m N \ o `' 1 signed by the owner. This form says all subdlvisran improvements have been completed. It also says that all THE PREVENTION OF CRUELTY MAX. HEIGHT=S' VARIABLE WIDTH 4 1 / construction conforms to approved plans and any discrepancies have been approved by the County. Thismeanstheas - _ ■ ■ I Gl _ �' built lans have been a roved b VDOT, and the have a reed to an discrepancies, which should be documented in TO ANIMALS INC. WALL AND MAINTENANCE S _ / l R N F` acceptance correspondence or unchlists. y g y p S6 o S6 � ■ ■ _ EASEMENT 30 34 , y II > z PROPOSED 6' PORCH & s pp DB. PG. w�68; I' I I i o - ,0 I N rn 3' CONCRETE SIDEWALK (TYP.) PROPOSED VDOT I III 127' - - OPEN SPACE A o.6o8 ACRES STD. CG-6 (TYP.) V �I - �' OPEN SPACE HEREBY NOTES: EXISTING TREE LIMITS (TYP.) _ IC1I PROPOSED 6' DEDICATED TO THE HOA 1 1 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A PLANTING STRIP SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT 111 RE HIRE A STAMPED ENGINEERED DESIGN �\ 05 2. ALLQOPEN SPACES ARE HEREBY DEDICATED TO THE HOA. PROPOSED No PARKING sIGN (TYP.) I 1 III o o 3. ALL NEW PUBLIC STREET RIGHT OF WAY SHOWN SHALL BE ° IlillPROPOSED NO PARKING SIGN (TYP.) N° TMP 45-81 L9 \ EXISTING ACCESS EASEMENT ' Il N/F THIRD MESA LLC DEDICATED TO THE COUNTY FOR PUBLIC USE WITH THE 8 11i PROPOSED SWM SUBDIVISION PLAT. FOR TMP45-112F -� z.�z I 1 TMP 45-112F DB 2334, PG.i FACILITY 4. MAINTENANCE OF ALL STREET TREES AND THE PEDESTRIAN N/F FOUNDATION LLC EASEMENT TO BE REPLATTED �-a''i 1 I M CROSSWALK SHALL BE THE RESPONSIBILITY OF THE HOA. AND EXPANDED WITH FINAL J I I PROPOSED SPEED LIMIT SIGN CYO C/O FOUNDATIONS CHILD /, w a 0) SUBDIVISION PLAT `I' W DEVELOPMENT DB. PG. �� I \ N ''� 7-7 1 PROPOSED PEDESTRIAN �\ \� I - � h co STRIPING M _ -o -- -° o- - m PROPOSED VDOT \ Lv �- - Ln 30 - -- c° STD. CG-22 (TYP.) \ CONNECT TO EXISTING 81 �z. PROPOSED SIGHT M A Ml/lkl/ 1/ l 1 11-f 1-f n l 1 ITTrf1� 7- ;T' MIRACLE RECREATION EQUIPMENT - OR EQUAL GROOVE SLIDE W/ PVC STEPS MODEL# 65-727 NOTE: THE PROPOSED PLAY EQUIPMENT CAN BE SUBSTITUTED FOR AN EQUAL PLAY EQUIPMENT PRODUCT. MIRACOTE HORIZONTAL LADDER %DISTANCE EASEMENT - �,. 2 Flu Flu B. PG. 31, 5767 \ EXISTING PARKING LOT L=2g3. - - -- - ESTORAGE LANETAPER 1, m o 'RIGHT URN LA 12 soo' RIGHT TURN - TIE-IN PROPOSED 5' CONCRETE TO EXISTING SIDEWALK 100 - G . o SIDEWALKo PROPOSED STREET SIGN (TYP.) 12 EXISTING 5' CONCRETE SIDEWALK too PROPOSED STOP SIGN (TYP.) 12 _-- - - _ _ RIVE w -� BERMt - - D - 1403 - m _ ROTE STATE - --- PROPOSED MILL & OVERLAY. - - - SIGHT DISTANCE=39o' N W V J LLI J J - �LU z LL D p 1 O - - E SEE DETAIL, SHEET g. J w AR � � Q � Q N �y I I I I 14 PORCH/ DECK 00 PATIO 14' VILLA UNIT 7.3' GARAGE 20'X20' PORCH MIN. 20.7' DRIVEWAY 18' MIN. I 20' WIDE I DRIVEWAY P/L- TYPICAL UNIT LAYOUT W/ DRIVEWAY (N.T.S.) CETO NE ' NCETO NEAREoT OjNTERSECTION = 2,160 p1N.T CTION = 35 INTERSE LOT NUMBER LOT AREA SF BUILDABLE AREA SF LOT NUMBER LOT AREA SF BUILDABLE AREA SF 1 4,076 2,784 27 4,714 3,079 2 3,158 2,479 28 3,178 2,478 3 5,561 3,489 29 3,261 2,559 4 4,556 2,861 30 4,138 2,786 5 3,361 2,586 31 4,149 2,781 6 4,433 3,038 32 3,214 2,513 7 4,193 2,837 33 3,188 2,487 8 3,382 2,679 34 4,160 2,750 9 3,396 2,694 35 4,257 2,840 10 3,507 2,804 36 3,256 2,555 11 4,321 3,100 37 3,211 2,509 12 4,368 3,037 38 3,814 2,529 13 3,204 2,485 39 3,757 2,475 14 3,183 2,475 40 3,086 2,385 15 3,269 2,545 41 3,057 2,357 16 3,312 2,617 42 5,523 4,052 17 5,214 3,383 43 4,753 3,258 18 5,276 3,438 44 3,217 2,517 19 3,354 2,649 45 3,274 2,574 20 3,216 2,515 46 4,202 2,845 21 3,176 2,476 47 4,489 2,570 _ 22 3,217 2,522 48 3,343 2,614 23 4,578 2,960 49 3,952 2,649 24 4,307 2,819 50 3,977 2,665 25 3,201 2,484 51 3,360 2,644 26 4,042 2,641 52 3,753 2,497 = O J W � O � Y J/J - � Q. �LJJ - W I ::) > EXISTING 12" DI WATERLINE U) �O W LU � EXISTING 20 SANITARY Q ISEWER EASEMENT DB.5232, PG.243-256 u Nstoo I J w oc UJ I J a m G� APHIC SCALE (D 30 0 15 30 60 120 0 0 N ( IN FEET ) I I I inch - 30 ft. I I ~ rn LLU UI I a -17 � JOB NO. I 182152 SCALE ill _301 SHEET NO. I 3 - -- - / PLATE 1P05T STEEL WELDED &GROUND T0SMOOTH / 2-1/2' DIA. GALVANIZED � ! / STEEL POST. PAINTED WITH PROPOSED VAR. WIDTH PROPOSED MILL & OVERLAY. / i \ PRIMER LANDSCAPE MAINTENANCE EASEMENT SEE DETAIL, SHEET g. AND INSIGNIA ATS E INS GA NYELLOW- DB. P�. N N58p S`4 2 _ PROPOSED EMERGENCY ACCESS 3/4' DIA. STEEL PIN W/ HEAD ®` S 14 F i16 61 WITH zz' ACCESS EASEMENT \ STgN --- �SIGyT D/ / LrOGK /S" DIA. HOLEOR _� - - \ LOCK � ��o' �90' I / f FIN15H SURFACE CE, ��� PROPOSED REMOVABLE STEEL BOLLARDS. / CN.LG.g \ N58° - ,_SEE DETAIL, THIS SHEET. BOLLARDS TO BE INSTALLED AT BOTH ENDS OF ACCESS ESMT 20' PLANTING & .g7.12 NO C`� OPEN SPACED - LANDSCAPING BUFFER \, _ - k, \ 4z, . - ---- '--- — \ 3" DIA. GALVANIZED T O 0.103 ACRES . % 1' ENCROACHME LOT 6 OPEN SPACE HEREBY STEEL PIPE SLEEVE \ \ - CPAINT ABOVE GROUND PROPOSED VAR. WIDTH DEDICATED TO THE HOA / - ,'' A/60° LANDSCAPE MAINTENANCE EASEMENT / N v v PORTION SAME AS POSTS S/ _ .. �y�C// ��\ }�° �\ \ GyTDI STgNCE_ / =3 31.74,E 97.8 , DB. �G. \ / / GONGRETE FOOTING _ 4' ENCROACHMENT p / o ��' (� 3 o, 2 ' ° \_ : OPEN SPACE F 9 3/16" STEEL PLATE WELDED R RE LOT 0.082 ACRES _ �- \ TO SLEEVE 12" o`" o \ F/P. / OPEN SPACE HEREBY 9 °' x, �F/P DEDICATED TO THE HOA �'H - , �63p % ' ti 41 4g 2 / ' NOTE. DRILL A 13/16` DIA. HOLE THRU - - -- rn �.�� ADO � BOTH THE POST AND SLEEVE FOR co . LOT 4� / 6 r - °' VC'� c'H �� ���h - / _ PIN PLACEMENT. 4)0 e LOT � UT 1> 7 V A 6s A\ n � (��'� PROPOSED 5' �,0 / �F� ad, OPEN SPACED _\ �Ci j� - l ,SF��ti � i CO a8, it CONCRETE SIDEWALK + ' ' - N6 1� 9�P C�Q \ (T ��! c �i�ao, ; titi� o, o.3i6 ACRES �ti �O�4o.17 - 9 p / w / y F OPEN SPACE HEREBY 76'F Q TjON J PROPOSED 6' j C� \� LOT 8 \ y 'p DEDICATED TO THE HOA 6' - N 9 PLANTING STRIP �� ��' o �g _ _ CA O�,�o. s� ,� �r'� PROPOSED VAR. WIDTH 0 \Q - & LANDSCAPE &', " I G,1'�,+,O yti� �y0 LANDSCAPE MAINTENANCE EASEMENT �Q a � MAINTENANCE . " V'F'y J 'f DB. PG. v ,� 4xOo EASEMENT �' as \ cF LOT g z8' N66° l o a N 6' LANDSCAPE & �, 28 z8' 20, w g ', S A s' O� 10 �� z8'� 34 E _ PLANTING & y Z o MAINTENANCE /C\ o G� r- o- \ 3 �" EASEMENT Tv as� w- �� 692 LANDSCAPING BUFFER LOT c PROPOSED U PORCH & \ \ O,S�3x� \� �.p .PO C9 21� o � 2 S v �,p 'L O �0\ - - 20 REAR SET_ ACK (3' CONCRETE SIDEWALK (TYP.) - 9 so \ �" ��' 9C� LOT io \ a ti �j 0;\ c< \ \'� io' :10 - - Cc�V �� F� ' �, DECK DEC �C N�2p PROPOSED VAR. WIDTH 9 �. •�� \ r. �� a K DECK DECK lo' `�` 33 ENCROACHMENT a 4 (` o. / 6 LANDSCAPE MAINTENANCE EASEMENT 3 a r \ �`'0 vZ 0 \ 25R \ a�� C�,�+, DECK io 4j- �, . - \ 9 %, ° ti DECK �= F) DB. PG. \ i' X00 �` yCJ LOT ii PROPOSED BLACK 9.3� LOT 2 \ • �� ��� '� DECORATIVE FENCE '. /W ROUND LOT 12 LOT 13 ti LOT 14 o LOT 15 _ ITH GATE A 1' ENCROACHMENT ti o\ �✓ a CEMETERY " LOT 16 M \ ,y2 N N d' r ��� N '��' PROPOSED VDOT •pV <�Cq �G�,o. ti° PROPOSED 6 PORCH & LOT 17 ��' P��`�S �O J LOT 1 °" STD. CG-gD (TYP.) - \� \ = �� V 9C� 3' CONCRETE SIDEWALK (TYP.) ' a c F OPEN SPACE E 2o'xzo' s� P%� o_ <" PROPOSED NO \ \ �� 0.077 ACRES m (MIN.) 20'X20' 20'x20' >��j \ ' \ 1 \ GARAGE f (MIN.) 2o'x2o' 20'x20' PARKING SIGN TYP. ` (MIN.) (MIN. �O d / (TYP.)- ax V OPEN SPACE HEREB GARAGE -GARAGE ) (MIN.) zo'x2o' s s DEDICATED TO THE H A - - J o \ - GARAGE GAR (MIN. Q� \ �9' 30 OPEN SPACE H EXISTING `` S \ / AGE ) PROPOSED VDOT R \ \ o o-- fy� zS, - GARAGE LOT 18 OPEN SPACE HEREBY STD. CG-6I( IYP) �\ \ \\ XISTIN PARKING SIGN (TYP.) NI SROPOSEgD VDOT Z} O _ \\ 0.432 ACRES CEMETARY V PROPOSED NO STD. CG- D (TYP.) \ ao, \ DEDICATED TO THE HOA PROPOSED ON STREET PROPOSED ON STREET &OTT kR.00LL1NSZ U Lie. No. 035791."t--, 04/1 8/20�� _,S10NAL 05 w N Q 0 o 00 1 - --- - - _ \ SSS°2� O - PROPOSED VDOT o \ EMETA Y (1) + qC� 9,P 2p 76"ty -� PARKING SPACES (8'xzo') STD. CG 1z (TYP.)\ \ PARKING SPACES (8 xzo) - yti� LOT 1 92 - 9 f logLu N _^ . o o G SE o \ .- \� 10 ----- — - — \ _ MPIRE STREE \ '0_ 16+5 (8' PUBLIC R W) ' y6� CJ \ `�� DB \. y LOT 20 PROPOSED RETAINING WALL EASEMENT v z oA \ PROPOSED STOP SIGN (TYP.) 800'R _D$ _- -- �s� y, �� O�C\ SPG.R A� T I� PROP PROPOSED BLACK; _� LOT 52 �" V A 1- - - - 16+00_ _ _ DECORATIVE FENCE �^ 17 00 - -- - --_ _ PROPOSED WALL A �� WITH GATE AROUND Y ENCROACHMENT m o_ M `„ PROPOSED NO 7 5 S;Q �� 8 - _ =S'`So / ���' 9CF LOT 21 \ MAX. HEIGHT=5 - CEMETERY N N 1 PARKING SIGN (TYP.) - \_ N \ OF ip z N PROPOSED STREET - x EET SIGN (TYP.) - — o ,? �, °o - a . - - 11' ' \� + yti3 d' 20 n , - v __ O � D LOT 51 �, o_ + �,. _ PC. 6 a � - ^ 56 (1) PROPOSED ON STREET \ � \��� 9 C9 �I,J° �0�.�\ \ M 1+ 59 5 �' o>.. - 1 � - �' N µ- o �' -- --- PARKING SPACES (8'x20') PROPOSED 6' Sx C ` 'F N_ oo Q g ;� F LOT 22 ti n �: A ��\, A J Y ENCROACHMENT �'' M 114 Z � w � N a (i) PROPOSED ON -STREET PLANTING STRIP �'ti 'PO N o -- - `� y Q� a PROPOSED 6' PORCH & a O 0 �) N U _ ° PARKING SPACES (8'x2o') Zo PROPOSED NO PARKING SIGN (TYP.) �, A �/ r °+ 0- v - �� _ c� o z o o r, A� S Cy �i ao, 3 CONCRETE SIDEWALK (TYP.) o Q�.-N m tj mrTj w U co LOT 46 n o ti� SjG y \ N Uj N y, O y PROPOSED VDOT vV . CO/A LOT 23 N TMP 45-86A N LOT 5o m - _ _ — - is Tp� \ v i C` ALBEMARLE SOCIETY FOR \ N' I - j -- T� iST� TD. CG-gD (TYP.) i , �� PROPOSED VDOT o Q 00° j PROPOSED SIGHT !1i� ANC ; - �� �\ STD. CG 6 (TYP.) W Q m o I N ��5 PROPOSED 6' PORCH &,F,� F / / H� THE PREVENTION OF CRUELTY z ENCROACHMENT n - �� _ > 3 o DISTANCE EASEMENT �d' 80' 0 `'o. VDOT STANDARD N I g' I�w > - x 3 CONCRETE SIDEWALK (TYP.) 11 o 4 D z N DB. PG. 00 TYPE BARRICADE TO ANIMALS, INC. m 00 R �' G °- LOT � 9� ti /� 3 s R X I,�- w 45 m N� y - LLJ o_ �' n PROPOSED \ \ C 5 PROPOSED V vV \ F� J rn °+� �' -PROPOSED CONCRETE SIDEWALK RECREATION \ �' J n LOT 49 PROPOSED 6 -- � I 0 5 N PROPOSED 6' \ 1 ,, CONCRETE SIDEWALK 113' ° I FIELD \ o l 24 PLANTING STRIP > 110 PLANTING STRIP l• ^ N PROPOSED STOP SIGN (TYP.)k.y�k5° TMP 45-82 z ENCROACHMENT C FI D o r^ �^ z c� N MIN FI Ci A OPEN SPACE C R v! 0 18 N LOT o �� , � y �� yo N/F THIRD MESA LLC - X TYP )� i I I 00 z o_ 44 m o 0.354 ACRES PROPOSED VDOT \ �x x `/ �` ti2 LV �1 4 m N N v, �, n_ 0 a �? ,n LOT 8 z o El, E P -� OPEN SPACE HE Y STD. CG-12 (TYP.) \� ' oo a - lz � _ _ o �- Z. .. o0 PROPOSED VDOT' O o D DEDICATED TO '14E HOA \ 15'` O N ?S R \ Q 1 P Z 111 m o n `oo i.n z' ENCROACHMENT o g (, ) I I -STREET ( / �� V J n - STD. CG- D TYP I I P o T` `y) \ PROPOSED STREET SIGN TYP. n \ 1 � 108' - _ PARK NOPOS DOS 8xz\ ' , TMP 45-82A i - I o -I � , o LOT 43 PROPOSED WALL - j y o o °o \ �= m k� \ �' 1 N/F THIRD MESA LLC Q J N 0+ 2. 7 "' a' - x MAX. HEIGHT= ' G C ( o) C.13 \ o� / r N r 3 O-SE-D TAT-LO = k5 / PROPOSED NO PARKING SIGN TYP. o 1 -6, o LOT 47 D z o pT.10 iBi I ° `' rDi cDi z o- E - rn PROPOSED VDOT \ - P (' ) 1� \ ( ) = O LLJ �T' rn S E DETAILS, SHEET 3 '� - PROPOSED STOP SIGN TYP. h� PROPOSED STREET SIGN TYP. r- 1' ENCROACHMENT PROPOSED DRY CURB PROPOSED STREET SIGN (TYP.) o o - D. CG-gD (TYP.) / � �\ Iy�.- / (TYP.) a°' \ PROPOSED RETAINING WALL EASEMEN U M� - - .--- - /_ D R B', �o ao - -- - _ N ° _ ---- — -- --- _ — _ _ - 1 • N . s� o LOT \ Z -- 1z ��. dos 0, =PROPOSED VDOT 7g" _ - - -- - - - - - - g'R V °j� N n B. PG. J ° _ - 64 ----- \-- e-9 Q + - STD. CG-1z (TYP.) T DIST NCE=z8o - a �3+50 - 52 \ ZS,R \\ s- ��Z ° 11j� a- PROPOSED WALL LLI IL r+ N PROPOSEDSTOP SIGN TYP. SIGH � \ ate\ / MAX HEIGHT 15 , - ( ) 8 2O ESE �-fUJ - - E�) =2 — ° + a ,p �- --SW - - 0 0 --- ti � ti o 4�-�\ _____ -- - - - - -- --PG 10+11.46 I = - -- _ _ - 5 ' -__ ---- � �- -m- --- 1z+ o z000'R _\ I 4 pUgU 1 " _ _ 8 0 _ - - -- -Z -- - - n �,, 1z+oo v, o N �3+00 �5 pG. I �,4yr 1 \ \\ I o- LOT z5 �o U) 0 ° T - m - DB' -1 o _ \ 2 N \ 33 'R \ 0 11+50 n m - �- r-o ; - a 111 \\ °N° �G� 0- O �- 1UJI c� C, o - \ 10+00 10+50 -= _- 8,_-- - o — _ - — - $20 ? I s / / ACH / r� -1-� I 2 N -- k ' - �� z8 P• � \1 0 \ OVA 1' ENCRO MENT LU 3 c e• 2 \ t • _ _ - 3 z' o VDOT STANDARD :, 0'( - - - z y . \ PROPOSED NO PA RKING ARKING SIGN (TYP.) 2OX II \ -\I o \\� LOT 26 TYPE 3 BARRICADE . , � - . z8--- - •-- e � 34' 28'_ — - - � 0 20 �' [,PAIN•) ,1 18 \ \ - \\ � a \\ z 8 -� ® ,� - -- - a PROPOSED 6' PORCH & 5' 'FRONT SET AC' --� _ I 2o'X RAGE 12k9 I G` o- (2) FUTURE ON -STREET PARKING I �� Z N • - 34 o �3, z z8' _ F z TYP o X2o CM1N GE \ \\ 0 - ►- I- 3 ( zo'xzo' 20 x ' 2 SPACES (8'x20')SPACES SHALL BE ', 5"5 � r I�` 20' � 'CONCRETE SIDEWALK TYP.)-_ - I ••- � �'• - IMIN') GARAPROPOSED NO PARKING SIGN (TYP.) r,'� �cJ 0 STRIPED OUT AS SHOWN UNTIL 4 °' '" TYP.) zo'xzo zoxzo IN1 GARAGE _ R' N "'' J (MIN.) [M 1 �n �l SEpp,R . _ PROPOSED WALL TMP 45-86 STREET IS EXTENDED INTO THE \ zo'xzo' 20 IN (MIN.) (MIN.) pGE = �r1 Bv,Lp1NG \ MAX. HEIGHT=6' W zo x2o 0' ) zo'xzo - GARAGE GAR PROPOSED RETAINING WALL EASEMENT �, ADJACENT PROPERTY \ zo'xzo'- IN. GARAGE GARAGE DB. PG. 11-� 1 11 10 \ ALBEMARLE SOCIETY FOR GARAGE IAGE GARAGE GARAGE o ° LOT 31 Ila V--� THE PREVENTION OF CRUELTY �_ (MIN.) GARAGE o LOT 2 1; 11� °' 1 - \ Ln j Q PROPOSED NO \ GARAGE I PROPOSED ASPHALT C o LOT 3 y N - I ° UI TO ANIMALS, INC. -I 33 11 PROPOSED WALL Z - D z N \ DRIVEWAY TYP. r � O PARKING SIGN TYP. DRIVEWAY( ) ° 34 MAX. HEIGHT= (TYP.) I �+ LOT n o I I o LOT 27 \ I SEE DETAIL, SHEET g _ -t LOT 35 Z `� 4 \ I `� m M ,, \ \ _ - N LOT LOT 36 11� w I I I! I - n o \ I 0 PROPOSED VDOT o LOT 39 I LOT 38 37 ,� NI 10 , 1 0_ v 24 \ o LOT 41 _LOT 40 11 T Or M ECK z C F � �0 N STD. CG 9D (TYP.) D T I N � , \ LOT 2 I I -v ° \ I ➢ 10 1 CK DECK DISTANCE ELit ASEMENT Io I 2 8' MIN. m I \ PROPOSED SIGHT 11 I I I I pECK DE 1 11 1= I �P E� (TYP.) 6D)z 0 LOT 28 0 � \ DB PG. 10 DECK 10 DECK Z 1 o I n o D \ \ \ _ DECK z ENCROACHMENT 6 Zn - 10' - 10' 3' ENCROACHMENT Z8' II I \ �1O DECK DECK II DECK � � + \ DECK DECK C J v' v \ - - V - 20' REA SETBACK _ PROPOSED I II I N 114 m \ "' \ I 28, 5 1' ENCROACH e OPEN SPACE B CONCRETE SIDEWALK 0 > � Z W \ \ � z 0 0. ACRES - — — — — — O° o D Z N � oo \ a cn HMENT� -- ---- — - --- 4 i � I I� �+�•I- � G�:�o LOT29 n N \ � GRAPHIC SCALE -1- 399 I I II I N m 0 7 \ JOB NO. 41 I OPEN SPACE HEREBY P C: �Iz%! I I - -- n o J0 0 15 30 60 110 - - - - - --- -6'- - e - - - DEDICATED TO THE HOA R �6 I ' l/ '-c \ \ S� 182152 31 28' z8' S43° 31' 13 98 194. 34 z8 1z S 8) I l/ 119' N \ oa SCALE PROPOSED WALL MATCHLINE - SEE SHEET 3 1 / — • ' o \, �o _ VARIABLE WIDTH ry MAX. HEIGHT=S' � / / s■■�■■� I l 1 —30 ( IN FEET ) WALL AND MAINTENANCE 6Sp3o' o / D o LOT 30 1 inch = 30 ft. EASEMENT S634„ -. �Y �Y I� 1 + �{ / / D z N PROPOSED 6' PORCH & M s ` SHEET NO. DB. PG. i6g70 1 `J h 1 I I� rq m 3' CONCRETE SIDEWALK (TYP.) 4 �, �„ - 1 0 V/ --- a o _ •° b. — e o' S X O O 1 MH i6 3; \\ - - >PROPOSED 8 x8 TEE . s - - _ 1, LOT 26 --------- - -& z - 8" G.V. — -- _ . O 5 PROPOSED - 5 - _ _ ,Y I o� — — — - \ o 8 G.V. & PLUG MH-io - - - --- I \ _ \ b %SCDTT IZ. C LLINSZ_ MH-1 PROPOSED 9 - I MH-i8 _ \ - 1 \ _ �� / ( ) -_ PROPOSED zo' PUB NOTE: LOT 34 SHALL REQUIRE \ � \ PROPOSED SANITARY SEWER- \ ' Lie. No. 035'791 ,� WATER -- � PROP �, PROPOSED FIRE HYDRANT SERVICE LATERAL TYP. LIC A TRAFFIC -RATED METER BOX ASSEMBLY w/ 8"x6"TEE SERVICE LATERAL (TYP.) \I ° 04/18/20 PROPOSED so' (PRIVATE UTILITY EASEMENT LOT 31 , �G �. SANITARY SEWER EASEMENT DB. PG. LOT 2 N - �\ ,�SI DB. PG. NOTE: LOT 38 SHALL REQUIRE LOT 33 3 �' OVAL \ - ATRAFFIC RATED METER BOX 34 1 � �• e,� I I LOT 27 I \ �, , \ PROPOSED SANITARY SEWER LOT LOT 36 LOT \ SERVICE LATERAL (TYP.) I LOT 35 �`' I' SEE SANITARY SEWER AND WATER LINE PROFILES FOR ADDITIONAL INFORMATION. v LOT 41 LOT 40 LOT 39 LOT 38 37 \ LOT 42 I PROPOSED 6" CL. 52'DI WATERLINE I \ - 2. SANITARY SEWER AND WATER LINES TO BE INSTALLED IN ACCORDANCE WITH ACSA I I GENERAL WATER AND SEWER SPECIFICATIONS. I- -- - LOT 28 \ 3. WATER LINE SHALL BE DUCTILE IRON CLASS . PROPOSED 20' PUBLIC I \\ UTILITY EASEMENT 4 PERFORM TEST PITS TO VERIFY HORIZONTAL AND VERTICAL LOCATION, PIPE SIZE �- — ry I I i \ \ _ �• � DB. PG. AND MATERIAL OF EXISTING WATER LINE — _ _ -COORDINATE TEST PITS WITH VDOT & I \ THE ACSA. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL IN PROPOSED FIRE HYDRANT LOT 29 \ ACCORDANCE WITH VDOT STANDARDS, THE MUTCD, AND VA WORK PROTECTION --- — — fi ASSEMBLY w/ 6"x6" TEE _ I I I \ MANUAL. CONTRACTOR SHALL GENERATE TRAFFIC CONTROL PLAN AS NECESSARY - - - - - - - - - - AND OBTAIN VDOT LAND USE PERMIT TO PERFORM WORK IN VDOT R/W. TEST PITS g li \ \ SHALL BE PERFORMED AND TEST PIT INFORMATION SHALL BE PROVIDED TO ACSA a MATCHLINE -SEE SHEET 6 PRIOR TO ORDERING ANY PIPING MATERIALS. w NOTE: PRIVATE PRESSURE REDUCING VALVES WILL ■ ■ ■ ■ I' PROPOSED WATER z U) LOT 30 I I o �BE REQUIRED AT THE SERVICE CONNECTIONS. ^Y o SERVICE LATERAL (TYP.) Z O - + MH-8 --EXISTING FIRE HYDRANT a z i PROPOSED 6" go' BEND TO - U TYPE A BLOW -OFF ASSEMBLY w 12C EXISTING " CAST IRON V ---- S s S s \ RWSA WATERLINE z L'� - - - -- --- --- ��- -- \ w 10 � 1 _ m MH-9 - - W \ -,- ° i PROPOSED 20' PUBLIC \ w UTILITY EASEMENT z GRAPHIC SCALE + ri NOTE: THE FRONT OF THE BORE PIT WILL NEED TO BE SHORED. so o 15 so so 120 RWSA WILL NEED TO REVIEW SHORING PLANS FROM A LICENSED ` GEOTECHNICAL ENGINEER PRIOR TO BORING ACTIVITIES. NOTE: THE3 THE RWSA EXCAVATION WATERLINE MUST BE SUPPORTED & PROTECTED DURING � MH-7 AVA ON FOR THE PROPOSED 8" DIP SANITARY SEWER LINE TEST PITS OF THE EXISTING WATERLINES WILL BE ( 1N FEET) / v'' \ REQUIRED AT THE TIME OF THE CASING 1 m(h - 30 ft. \ INSTALLATION & OFF -SITE SANITARY SEWER CONSTRUCTION. THE ACSA & RWSA SHALL BE \ \ CONTACTED 3 BUSINESS DAYS IN ADVANCE OF 1 j CONTRACTOR TO REMOVE AND \' \ THE CASING INSTALLATION AND SHALL BE - REPLACE EXISTING FIRE HYDRANT I PRESENT DURING THE CASING INSTALLATION_ o Lu CD \ I — -- — — -- — ----- — — -- — 0 00 IN / a PROPOSED BORE LAUNC PIT SHALL BE A MINIMUM OF 5' FROM THE EXISTING RWSA 30" V - -- o-- - - - - - ---� WATERLINE- - -. --- - -in -- - - - BEDRIVE RKMA _- — - I EXISTING 30" DI -- --- - ��UTE" 1 403 ---- RWSAWATERLINE - STATE - °R - _ _ MH -5 BORE & JACK PER ACSA STANDARDS 45 ----- a -_ LF OF 24' STEEL CASING PIPE o5o" MIN WALL THICKNESS) W/ 8 RESTRAINED —w = JOINT D.I. CARRIER PIPE. MH-6 - - - cn — \ PROPOSED BORE RECEIVE PIT 1 - ■ ■ ■ ■ I EXISTING WATER METER MATCHLINE -SEE THIS SHEET I � I IN I EXISTING 12" CAST IRON RWSA WATERLINE I I EXISTING 20' SANITARY SEWER EASEMENT _ �DB.5232, PG.243-256 I I EXISTING 20' SANITARY SEWER EASEMENT I � DB.5232, PG.243-256 I 1= I I I U' I I � I M H-4 � I MH31 5 MATCHLINE -SEE THIS SHEET `n -- Iy PROPOSED 20' PUBLIC S UTILITY EASEMENT S I ISLn - - ---- EX MH-HrvstMn-1-1 MH-1 � _ S Z 0 = I _ MH-z ----- S - __ o u _ -- _ _ - - ---- ---� — — —-------- � S --- _ GRAPHIC SCALE - s Top nLL g� s i I _ _ �oH N S s OH 30 0 15 30 60 120 EXISTING zo' SANITARY - _ o SEWER EASEMENT -- DB.5232, PG.243-256 I I i- TIE-IN TO EXISTING - - ( IN FEET) o -- � 1 inch _ 30 ft. _ � SANITARY SEWER MANHOLE i a2 I 19 z ti M - 0) N 4 z ' J w c:) 0) N w w Q > to z LLI J J — ' z Lu z Lu F_ J O 1 ZQ = O J w " O �e J Ld Q� w Lfi U)> F_ O W Q — U JF LLI Jw < co Q CD 0 O N w I— W a U) JOB NO. 182152 SCALE ill _301 SHEET NO. 5 ZH �� w SCOTT R. C LLINSIZ TIE-IN TO EXISTING12" CI WATERLINE Lie. No. 035791 � WITH PROPOSED iz"x8" T.S. & V. °� 04/18/20 -------------- ti OH i --- \ SSSI oNAL 0 �H EXISTING 12" CAST IRON I RWSA WATERLINE / off �� A - PROPOSED zo' PUBLIC UTILITY EASEMENT \ I LOT 6 DB. PG. RWSA NOTES: / \ oN 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE EXISTING RWSA12" WATERLINE. -� PROPOSED FIRE ` CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" WATERLINE DURING CONSTRUCTION. LOT PROPOSED 8 zz.5o BEND o z. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE HYDRANT ASSEMBLY PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT o � DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE z APPROVED BY RWSA PRIOR TO THE TAP. 1 �< LOT 4 r o ��uj � �� - _ 3. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE iz"X8" TAPPING SLEEVE AND VALVE (/� a /" PROPOSED 8" CL. 5z DI WATERLINE ` H T�' j�� SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT OF THE 12"X8" TAPPING SLEEVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED \h'0 q 0 \ UNDER AND BEHIND THE TAPPING SLEEVE. Z - LOT 7 °� �s9 4 A MIN I MUM OF 3 BUS I NESS DAYS' NOT CE SHALL BE GIVEN PRIOR TO ANY TEST PITS OR CASING INSTALLATION. CL z a H _ o Lu LOT 8 0 _--- �� M H -23 z - o i W MH z4 z LOT g A� — 7 .o LOT 3 \ — _72 a LOT 10 -- - PROPOSED 8" 45° BEND • — �� �-- - )o i LOT 2 °C, LOT LOT 12 LOT 13 LOT 14 LOT 1 PROPOSED SANITARY SEWER LOT 16 LOT 1 C� SERVICE LATERAL (TYP.) LOT 1 f�' I �' �MH- \ \ PROPOSED zo' PRIVATE / � NOT PROPOSED WATER ��� w o E: LOT 11 SHALL REQUIRE _ - / �- DB. PG. EXISTING A TRAFFIC -RATED METER BOX SERVICE LATERAL (TYP.) LOT 18 ���.\ o 00 SANITARY SEWER EASEMENT- E LA CEMETARY MH-21 MH-15 _ _ ��� \ PROPOSED zo' PUBLIC ,� \ XISTIN UTILITY EASEMENT 1 EMETA Y �- �- _ LOT gLu ,e , �\ - DB. PG. • �� -- - - g \ � , o 3s vOS C — E o PUBLI - of b 0 ° LOT 2 k PROP � -- �,. "- �`� •° 4 - � -__ •' - i6+50 i6+op e-, �� \ � UTILITY EASEMENT L O r -- s7+oo EMPIRE STREET --__ A F LOT 2 I' - - \ 17+50 - R W M .. 1Sx \ H- \ M 5 UBL g P I �� So �' \ �3 1 r� 1 ---------------------- M --M (DB P" �'1 l LOT 21 \ �v \ Cr) M \\CNI NOTE: LOT zo SHALL REQUIRE PROPOSED 8 x8 TEE- , ', oQ. � � _ � 2j o A TRAFFIC -RATED METER BOX \ M LOT 51 �� _ PROPOSED FIRE HYDRANT � , � � 9 LOT 22 � Q & (z) - 8 G.V. o� _ --- ASSEMBLY w/ 8"x6" TEE A i \I \y Q LOT 46 I ��► LOT 2 1 _� _ 3 W LOT So PROPOSED 8" CL. 52 DI WATERLINE �5;7 � � • CV o�A . a 1 45 � LOT I 0 I � ;) s 0 _ PROPOSED TYPE A W I e 1 LOT 49 I ° ( BLOW -OFF ASSEMBLY z J J I 15 PROPOSED 8" CL. 52 DI WATERLNE ', iI_ D � I \ � �� .' k� ;1 �\ _ LOT 44 I I% o / H \ 1'PROPOSED \ 1 11 I 8"x8" CROSS . - W \ LOT 48 NX & (4) - 8" G.V. y �i I- -k x — � J •, op . - �` ` I I PROPOSED FIRE HYDRANT ti5 ' 1 �p "" , - \\ \ � EXISTING sz CAST IRON O \ \ - ASSEMBLY w/ 8x6TEE \ � RWSA WATERLINE 10 LOT 43 I PROPOSED 8 CL. 52 DI WATERLINE 1' LOT 47 MH-zo I � PROPOSED 8" CL. 5z DI WATERLINE- i = O J o. . o U 1 -=---- ---- - - k° LOT 24 . .e o o , 1 o W oo. .' PROPOSED 8"x6"\REDUCER � - - o i /- WEDE ST +oo- - - -- W ' PUBLIC R W)1z+5o MH is \ ,,. W PROPOSED 8 CL. 52 DI WATERLINE 1 +5o g,_PG. -- ---- -v \ _ , Wo ---- -------I- - - I----- - - LOT 25 Cn io+5 11+ o - - -L. S / 0 --- - + - - - - - W �\ . o ----------------- ui - vo k a > - Lu - - _'PROPOSED 8 x8 TEE - \ - � \\ \` �� ---� — , � � --� — - LOT 26 � Q \ (z) - 8" G.V. ---- - — __ \ PROPOSED e' MH-i7 '\ 8 G.V. &PLUG - - MH-lo PROPOSED SANITARY SEWER W LL PROPOSED FIRE HYDRANT SERVICE LATERAL (TYP.) _ PROPOSED WATER I NOTE: LOT 34 SHALL REQUIRE ASSEMBLY w/ 8"x6" TEE - UTIO OSED zo' PUBLIC A TRAFFIC -RATED METER BOX vUJ I SERVICE LATERAL (TYP.) \ ) �- Y EASEMENT LOT 31 Ln SANITARY SEWER EASEMENT DB. PG. NOTE: LOT 38 SHALL REQUIRE I \ J DB. PG. I I LOT 33 LOT 32 + ; \ PROPOSED SANITARY SEWER I A TRAFFIC -RATED METER BOX I LOT 14 1 I I I LOT 27 \\ LOT 35 \ I \ O \ SERVICE LATERAL (TYP.) LOT 39 LOT 38 LOT 37 LOT 36 I ` --� O } \ LOT 41 LOT 40 „ - cV LOT 2 PROPOSED 6 CL. z'DI WATERLINE 5 4 � \ I� \ I \ 0 LOT 28 I \ I — - - --- r PROPOSED 20' PUBLI C \ u 1 ° --- ---- f _ _ N UTILITY EASEMENT \ wLLJ _ I- \ \ 0 W - ----- ----- - �_�_- D B. PG. I o ' -- _ - - _ PROPOSED FIRE HYDRANT I LOT 29 \ GRAPHIC SCALE - �x �'i � fi ASSEMBLY w/ 6"x6" TEE I \ JOB No. 30 0 15 30 60 120 — _ — _ — _ _ — v 182152 MATCHLINE —SEE SHEET - T \\ —� SCALE 0 5 / / — 111 _ 30 1 NOTE: PRIVATE PRESSURE REDUCING VALVES WILL \ PROPOSED WATER I \ ( IN FEET ) o i SERVICE LATERAL TYP. LOT 30 I I SHEET NO. 1 inch — 30 ft. IRF REQUIRED AT THE SERVICE CONNECTIONS. ()MH-8 6 -+ =5 3.o0 7- ` 54 ; 60 4 �� m - - = _ _ __ _ t 3 PROPOSED PRIVATE YARD--- -� �! a �, LOT 3oA - 28A x�0 / YD- � '�� 44 i � � I � � ti5 _ ,I & ROOF DRAIN SYSTEM 6 -1 I- 70 FFE=56i.5o �� PROPOSED YARD DRAIN \ 8O EP i �� 28 •� '�/ j _ 5 m F 54 3 TC \ LOT 8 3) ° o_o z2 5� I GAR=561.00 2 -- 4 i_ 0'30 I $ x 547•0 286 \ ss 55 _ FFE= 62.1 �7 FL PROPOSED WALL 5� 547so _ °o � � 5 7 GAR=561.67 (MAX. HEIGHT=3') YD- 3oB _ x00 i I 21 1( - L545.7 OT 43 / 1 546 546 o TC 44.o TC 5 `S�� F -5 0 3 FE m LOT Lf] o GAR=56o.33 lob 27 �\ 6. % A �6 3. % �I PROPOSED 20' PUBLIC 12B _ 5 5 � - _ GAR-561.00 3,55 � �gz 7 \ 559� DRAINAGE EASEMENT _- � •'� � I PROPOSED 20 PUBLIC J 559-obFL DB.PG. - ------ s43.aEP 25 0 ' / _ 57 TW _ -- _- _ 1 DRAINAGE EASEMENT - %I I I T - s59Tw _ __ --- •- - ---- - 44.iTC 26 FFE=541.3 1 - 1 - --- 6 BW-_--- _ , 553 _ ------ --- -- 544 5 - 14+00 1. ° ° DB.PG. _ _s BW - 55 ` GAR= YD-2 - - - - z o _� - - ---- ---- - LOT 26 ` 544�z EP x A ,Q - rt 55z.o EP - 1oA 557a EP -- - - _ _ _ _ - _ +50 - g.3\o PROPOSED o' PUBLIC - -- � I s� 13 _: -- 9 _ - - 559.8EP 558.orc DE STIR In I - - A EASEMENT `� Wr - 56o.i TC - 539. 5 -_ - � J, �3+0o I � -DRAIN GE WEDE R W) w P -,p -- . _ s PROPOSED WALL �F 12+50 p 543�90, �" DB.PG. 56o.8Tc - .I` 12+00 - ---- - _ 11 \ FFE=539 " (MAX. ') s B._PG. --- --- - 12A 33 HEIGHT=2 559.5EP 11+00` - o - - -- - - 14 - ------ 1 - -- - - GAR= PROPOSED io PRIVATE r 6 �4 ss9.8TC o _------------/- h N - - , 4.50 $ o% 537.33 / 10 ----- - - - - - 3 LOT 2 ; DRAINAGE EASEMENT d 55�.oTc - -- -- - - -- 0 11+ o vU 55z 9a �3 - 4 = ---/o `', 5 536 0. 5 YD-21 �._W- - - - 5 5s5.5o - 547 6 ° _ -_ - - - DB. PG. 10+0 �� 10+50 �N W \ � I ;� � -- ---_ .. 50.90 I �� --.00 - - j/ _ __- � 12 � � �� � �x A O x 57 45 - - i - T 26 - 559•©3 _- T 553 5°- ----- - -- - 4% / \ - =537 33 = 559.60 _ 51.5o r �� _ - a _ .6 � o -- ---- - o -- 55 os 556.10 GAR -° , ---= _ � , � v, � \ � 535 33 ' • -- ov � 6o.zo 559�63 S _ ,- 559so S I -- --- �'4% �- : ' - -_ --� \ � Q `' �� o� z /o � _ � o I 8% I 1 _ 6� �z � PROPOSEDWALL -= y (MAa - \ 3% �4.2% _ - --- - - - - -- ; ' � � \ PROPOSED 10 PRIVATE - \ DRAINAGE EASEMENT \ s FFE=545.50 DB.PG. � GAR- 545 oo ° v, 1 \ I I FFE=547-50 FFE-546.83 1, � + 530.75 " I I \ I PROPOSED PRIVATE YARD I FFE= o GAR=546.33 LOT 31 � 31 5 1° I FFE= 6 I \ & ROOF DRAIN SYSTEM \ 549.5 GAR=547.00 534. 7 FFE=551.00 GAR=549.00 1 _ = YD-20 s FFE-553•0o LOT 2 1 GAR 53z.67 \ GAR= o. o LOT 3 \ \ I _ 0 \ `row FFE=555.00 GAR=55�.50 55 5 LOT 33 ` LOT 2 FFE=56o.00 FFE=559.33 I, FFE=5557,.0o GAg�5,54• o LOT 34 PROPOSED WALL' ] 53 s AR I 8 LV I 35 -= (MAX. HEIGHT=4') 1\ F q-561o3g ��-56 067 L R=$59 50 LA� 138C I GAR- 6350 35] LOT 36 �� � 5 _ YV f 1'1}71 O L� O� /�� 5a8.3� z8 0 `r \ �� 4 8P/o FFE=532.67 I \\ �• i GAR=53o.67 s 52 _ 4 54LOT 28 \ �54_ o° A -- - - - -- - y -- - 54i 5, ;s 4 5 �FFE-530.67 � I aF`� w� TW 5535 553BW 55iTW 548T 545TW 542TW �GAR=528.67 \ - 554 BW B z B - o BW - - \ SSz BW SSo BW 54 54 544 54 54 I _ LOT 29 I -_- --------------- -- I 1' ,'i ,, \ � - PROPOSED2o'PUBLIC � PROPOSED PRIVATE -MATCH 1INE - EE SHEE $ 530 I��/ � DRAINAGE EASEMENT \\ � DB.PG. o PROPOSED WALL ROOF DRAIN SYSTEM �_ ■ ■ ■ FFE=528.67 i 0 ; 524 40' GAR=526.67 I YD-i9 (MAX. HEIGHT=S) PROPOSED 1o' PRIVATE - ��524 -4 I •8 ° LOT o r Sz3 so 3 DRAINAGE EASEMENT DB.PG. - - 'Lu 44 � 1w �- _ - - - - z] 3 - cn 4 CL = 52g w M o al CL 2 4 52 3 - PROPOSED PUBLIC DRAINAGE o°+ ��i & SWIM EASEMENTS / 1 DB. PG. - PROPOSED I PROPOSED � �� �� SWM FACILITY \ DRAINAGEEASEMENT�, 41 �' I DB. PG. 4 SWM - ca 2 � 38B PROPOSED VDOT STD. 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ES-1 j \ h i S -- WITH RIPRAP OUTFALL DRAINAGE EASEMENT / / , LOT 6 - j \ PROPOSED PRIVATE YARD _� FFE=57z•5oGAR=572.00 & ROOF DRAIN SYSTEM - FFE=572•50 / 6 - _ i 21 i GAR=57z.00 �� \4% A _ LOT 4 LOT 5 \ 570.75,E � FFE=572.50 % / ^ � �oO�� _ � GAR=57z.00� 5 �� ,.�.57o.zg /i ��� YD 8 �� - ���� �%� w - / 571.05 / ' o / LOT 7 vv z - _ 0 FFE=57o.83 � � � � ('�� / F- V / GAR=570.33 568.0 m _r , 0 U 3.4%/ v � LOT 8 v _ / / \ w �� C 57i.3o ' Y FFE=570.17 � �� � � S6� �C_ � (� z YD ] 57_•70 �3.8%� GAR= 6 .6 �� - -\ / � 5 9 7 YD-1 _ -PROPOSED io' PRIVATE ~ m � � / _ - � �n � y '� \ 7 YD 16 - `DRAINAGE EASEMENT > > � � _ - � � L° 5 40 / �A A� 6 � \ y �_� YD-i DB. 4.0% �\ \ 5 9 5 \ 5 / LU Q 5 / 1 zo \ \ FFE= 6 0 / 0 57 57 �0 ° \ GAR- 6 00 = 6 YD-6 ,=��® - / - 6 564 z \�° � -5 9� \ y�\\ � -PROPOSED PRIVATE YARD ` S \ 567. 0 5 4 & ROOF DRAIN SYSTEM - LOT \ s 7 2s LOT 3 s 70 \ \\ LOT 10 \ 56i.5 / 9 FFE=572.67 -\ \ GAR=572 \ \ ,S703d, FFE=68.83 iofL � - --- -- - - -- --- \ 3.z°/o 7GAR=568.33 YD-1450.90 LOT 2 35 \ \, LOT Ti L - LOT 12 57 FFE=57z.00 aoo- 00 \ � 560.0 - �� � 6 ���= 4. � � FFE=568.17 LOT 13 GAR-57i.5o GAR=567.67 LOT 14 LOT 1 Y 5 7 75 FFE=567-00 LOT 16 GAR 5 �^ 3.0% __ L 9,p\ =565•0 0 FFE=565.67 FFE=565.00 FFE=563.67 LOT 17 SG YD-13 v v \.O \ GAR=563.67 GAR= 6 00 _ ('� 5 3 GAR=561.67 FFE=56z.33 FFE=572.00 GAR= 6o. FFE= 61.00 i LOT 1 BTc'i 5 S 33 5 / \ V � 57 5 � -- - �" 5 /� � \ 66.So L GAR- oo � � �7�5 GAR= 1. o - �5 � 'Q � •� � � -559 7 1p o �� Co w 6. E 3 5% F- EXISTING 5 7 x 56 80 _ - - � - _ Q 00 YD-5 64.0 CEMETARY \ = o --_ FFE=56o.33 567. TC S j YD-4 566.6TC 66 EP,\ 16 6°/u'5 9- GAR=558.33 20 /o o - 66.z 'L ��o�o LOT 1 `V 7 XISTIN s - - --- - 67.67 1$ EMETA Y /o _ 1 -� S � / 558 33 GAR 9 -55 33 -- ,L9 56.3 EP \ O - - - 1% LOT 1 7 - � s6 O 9 2 - - - _ �� -- 34 � , �`` � `ss x �=•= -- - - 35 556.30 ..�5 o - N� \� - j� 563.6 EP � - .o FL 561.zoFL 36 559.go L ,_55Z•55 . "",, \ \ /, FFE=556.33 z. I _ - ----- - 563.gTC 562 5 _ 6 ` q � \ 563.8 EP 563.z TC 56z.5oFL � �_ 558.6o L _ � � � �_ A GAR=554.33 � � 6 cQ\ \ FFE=568.17 I ,, `� 564.iTC 5 3-s '� - - - A ; �, � \� \ � �� _ M EET co, - ---,V�16+oo 34 ° s - \ GAR=567.67 - EMPIRE ST W 16+5o.co 55s.7oFL , 6.8 LOT 20 \ \\ _ 1 95 L LOT 2 v�+o0 8' ) _ _ - _ . , � 1 PUBLI�RI -' - \� � ��� M h it 556• � \ , , (O - N1 563�4 Ei �4 56i. � � FFE= \ - 9_ � A N`,1 +50 � 563.z EP I y 554.33 \ � �� 63.7TC 6 TC 56z.zI - - SO , 2° = GAR= 2. N I x y 5 3 4 r 5 a - S' 55 33 \ �m 6- 6 10 S 3-a T�-- 56z.1 EL'--- \ 4_ 5 z.4 T _ S, _ U, 6 o --- _- - - 6 FFE- 66.1 5 z ,�- 563.9Tc- _ - 5 z.7TC 54.zo 1 -- - OT 6' -5 7 _, -- � � L _ - y 5 �3.39 S\� �. � cY'� GAR=565.67 1 0 o 558 �� 1Sx _ �z FFE=S 3.00 A \ A Q t LOT 51 - �:�� u, 1 - _ a, 346 00 33 %\ % \� GAR=551.00 � 4 .z�� � J 7 L T 4 2.7oFIL T \ O 6 � ��� LO 22 I - 6.9% 4 LOT So ° �� 5 z 55 GAR=564.00 PROPOSED 1o' PRIVATE °5515 LOT 2 \ 5 �5615. �_-- 562.55 32 �� ; FFE=551.0 \ N S64.83 6 6 � \ FFE=5 43 5 FL ---1-- - DRAINAGE EASEMENT �, ` 6:% GAR=549.00 YD-10 CV - �n 5 �9 GAR= 6 uj i LOT 45 PROPOSED PRIVATE So 1 `PROPOSED 20' PUBLIC - 70 3 1.oX D °% -5 3 ROOF DRAIN SYSTEM _ 5 � FFE- 6a.8 = �A � �DRAINAGE 564.0 , 5 GAR= 6z. vD NA EASEMENT LOT 49 � ° � 5 65� -C � '� 61.4 5 33 � _ � A 55 30 s DB. PG. i � � t W FFE= 6 0 ` - 5 3• I - I p 5 i�. FL - z A �_ J GAR � 6 0o I � r� o � -1 J 8 � --- - ,- - �� 549� �� .54�- 4. ° i o_" `, PROPOSED PRIVATE YARD rn LOT 44 / 3oA vv y 28A 5° - k & ROOF DRAIN SYSTEM 5 6` ml I \ % ti5 > w I PROPOSED YARD DRAIN .� �8.oEP� f �; _ 2$ �%�i � Z -r•I 3 3' ° r bo.o ° FFE=561.50 � � - - 7 \ 5 8.3TC y LOT 4g � _5� 22 �' 60 o GAR=561.00 v � ^�^ 28B 2 FFE=56z.17 �7 FL'-�3 - PROPOSED WALL A 51x 47sa \ 0 5470 � � - -- (MAX. HEIGHT=3') 3oB •�`�0 k00 \ � � S6 55 _ GAR=561.67 � - -� ,- s � � � -1 ' � � � � � YD 1 545.7 EP �,�j v / " i iL9 z LOT-� \ 54 546 TC 43.7EP ry V 43 � FFE- 60.8 4.orC ui n, -5 3 m LOT 47 0 GAR=56o.33 ioB _ 6-'/0�8 ' �� � �� 3• % PROPOSED 20' PUBLIC 12B _ -- �'_-%' �•Lt� -" GAR=5 0 9 p 559.6P YD-22 I O FFE-561.50 3 I � z + i 559 °' DRAINAGE EASEMENT __ / \ PROPOSED 20' PUBLIC 55 ,_ !I I oFL DB.PG. - s43.8EP 25 W 57 TW DRAINAGE EASEMENT - __! % _?.^ -- 559TW B =- -- - __ zEP ~ +o° k 26 FFE=541.33 \ v a P DB. PG. - , R, 15 _ _ -- 556 BW-_ - 553 5 - - ---- -- _ --�- - s44 ®11� (�� GAR=540.67 (_ ---- 3 - --- z 4�5 TC --5 55z.o EP - - 1oA `rp 5 � � _ 2 _ _ PR ED PUBLIC - __ -- ---- --- _ _- -___ � � LOT 24 ss�.3Tc -- -- 13+5 l - h� � 539•�5' °` 6o.o - - - - 3� OPOS 20' w � _ - -ss9.s EP SSs.° Tc W E'DE STR ET _ 5 = �3 EASEMENT 56o.�Tc s +00 �- 4 o DRBINAGPGASEME s) PROPOSED WALL ---- _ -56o.5EP �--- � (4' PUBLIC R W 12 ���� 5 3 9 .. \ � 8 - +5° o 56osTCk s 12+00 _ (MAX. HE T= ) � s 1 B._P6. 12A 11 _ - � -'" 1° � _. _ ;,, \ FFE 53933 �' ��� M IGH 2' � Q _559�5 EP - PROPOSED io' PRIVATE 6 24 559.8TC 11+00 o Pin w _ y 50 _ o% GAR=537 0 55 9 �� 4 547.35 `, - 5 ° cb 33 DRAINAGE EASEMENT '56o.7EP - - 5 LOT 25 �- \ DB. PG. p0 6i.oTC ' \N 11+50 - 555 5 -- _ - - z .0 49.003 _ ---- - \ � 536. o6 \ \ YD-21 / W W 5 W 10+ 10+5o J - - e - _ _ __---- ---- - '- X- -F 12 5 �`. 5 9 k \ ". \ LOT 26 o. o � , _- _ 0 55 5 - ---- i -- . �!' •' 559 3 I i i - , 5�3.50° - ~ -� - _- _ , 4T95 p \ �\ L \ W <- - - - ' 657.45 I - 559.60 -- .. 5 1.505 �4 FFE � 556.10 GAR-5 - ' - - 35 -5 .05 - 33 .60 1 559 i ��1 (� o = 559 3 �- -S ---- �_ > \ \� F�.°� v� 56o.zo - - o - \ - °� , PROPOSED WALL = - 4.8 /o \ S f 2%--i (MAX. HEIGHT=6') \ 3• o /o -- �4.2/0 J1 6 of 5 3 Sk lL PROPOSED I R I ui \I DRAINAGE EASEM \ 1 s W I - = o FFE o ' DB. PG. 545 5 I � _ o - co _ GAR- .00 - z M \ FFE=547.50 FFE-546.83 545 ; �+ 530.75 -- `i \ I PROPOSED PRIVATE YARD J Q W I FFE=549.50 GAR=547.00 GAR=54633 LOT 31 531+, 5 1° FFE= 6 I \ & ROOF DRAIN SYSTEM //n� \ GAR- .00 534. 7 V \ FFE=553.00 55 LOT LOT 2 GAR=53z.67 YD-2° o� - FFE=555.0o GAR= z. 0 GAR=55050 LOT 33 I LOT 2 \ m� 0 - 3 \ 5 559.33 A 4 55 5 LOT ! PROPOS - - T FFE= 61. -5 7 FFE= 6o.00 FFE= FFE=557.00 GL� I ° LOT 6 35 34 ED WALL 5 - 7 s3 .5 O \\ A 5 0.8 0 Gty f°6 �1 LO 19 50 A 38 I GAR- 6"0 L I � �b. LO 38 3 - _ MAX. HEIGHT-4) I � \ � G 3 O �r 5z'8.3 s 42 � � 8/o FFE=532.67 GAR=530.67 I 5 �54 44_, � o A ' � LOT 28 ° 4 ' w LLJ l- -558 --- - - 4 4B 526.1 0 �'� p = LU - -- - 5 FFE-530.67 \V �'�z a Un SCALE GAR=528.67 + GRAPHIC SC` ALE 554TW 553-5 �54 BW 55iTW 011 545TW 54zTW �1 \ JOB NO. � � 5538W I 54 -544 54z 540BW I - - LOT 29 30 0 1_, 30 60 1?0 -- PROPOSED 20 PUBLIC 182152 DRAINAGE EASEMENT \\ SCALE PROPOSED PRIVATE -MA CHLINE - EE SHEET _ ° I ! DB. 11 ( IN FEET ) PROPOSED WALL ROOF DRAIN SYSTEM ■ ■ ��■�■7 53 j I �T FFE=528.67 1 = 30 �� o z 40, � GAR=526.67 I YD-19 1 inch �0 11. (MAX. HEIGHT=S') PROPOSED 1o' PRIVATE + 524 5 `' 3 w 8 o SHEET NO. 5 3 LOT 30 8 DRAINAGE EASEMENT z 80 -- --- --- 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. THAT ARE PROPOSED TO BE STATE MAINTAINED: 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. 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 / APPROVAL. \ _ EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. �` A BOUNDARY LINE OR A NATURAL WATERCOURSE. _ _ \ r--A` , 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE - - - - - v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE APPROVED PAVEMENT (' � • FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL 5, WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT INSPECTION. 1 CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE \ ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. _ _ - -' ' ,' �^ �. STANDARD PE-1. \ ' 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE 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. BE NULL AND VOID.------� j' z 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC ,' -- ✓ \;> �� ' , g RWSA GENERAL WATER &SANITARY SEWER NOTES (APRIL 2016) \,._ �.,:. / CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND � � �, � r.� ��,PJ�� 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE ' MANUAL. �> 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN,GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN �� �, ( ,��� DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. '�C� IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A /-1k 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED OR AS PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. �'' �. \� • DETERMINED BY VDOT FOR PUBLIC ROADS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. PRIOR TO THE START OF CONSTRUCTION. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED •: 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BEINAC� �_ �� •,�. / � \\ � / ,l� WITHCVDOTB'SETO VIDEO COAMEORACOUNTY INSPECTIONS. THE VIDEO NSPECTION PROCEDURE AND WITH A VDOTNORHALL BE CONDUCTED IN COUNTY INSPECTOR PRESENT. CONDUCTED A, MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE ` CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION it ' FROM RWSA. ROAD NOTES ; 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE GRADING: EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE THE SYSTEM. 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF THIS PROJECT. OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE i 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 BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NN OTIFY THE ENGINEER OF ALL EXISTING UTILITIES, TRIP GENERATION RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE 11 ( _ 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 SCALE: 1 = 80 TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE ' L�H 0��s SCOTT R. LLINS 77' O Lic. No. 03579141, 04/18/20 \NAL ., F_ z 0 J p a � z 1, i U W LL , J 0 Q z 0 m > > U) 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. Pavement Design OF THE SUBGRADE. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA RF= 1.0 DRAINAGE: EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 2" SM-9.5 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 SURFACE COURSE ONE (1) FOOT. PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING 8" 21-A AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA BASE COURSE 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 COMPACTED ����� �� �� ��� 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 SUBGRADE DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE ASPHALT PAVING - DRIVEWAY Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp LU ~ 0 N CD 00 Empire Street Public Road P ( ) 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 Marsac Street (Public Road) 200 2 220 4 4 9.49 SM-9.5 1.5 2.25 BM-25 3 2.25 2l A 6 0.6 13.73 TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. OWNER. No SCALE 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH SURFACE COURSE PAVEMENT: COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE 11NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TREATEDCHLORINATEDFLUSHED AND HAVE 8" 21-A MATERIAL AT THE TIME OF CONSTRUCTION. . , , BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR BASE COURSE ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER 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 COMPACTED PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. SUBGRADE PLACED. 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 FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. FACILITIES INTO SERVICE. TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (1oTH EDITION) 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES NOS CALF PAVING - EMERGENCY ACCESS ROAD 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 22' ACCESS EASEMENT AM PEAK: 24 VPH (6 ENTER/ 18 EXIT) GENERAL CONSTRUCTION NOTES I PM PEAK: 29 VPH (18 ENTER/ 11 EXIT) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF -WAY, INCLUDING CONNECTION TO ANY C L - POINT of FINISHED GRADE EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS SURFACE PAVEMENT TOP PLAN AS DRAWN MA Y NOT ACCURA TELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES (VARIABLE WIDTH) SM-9.5 OF 4'1 2„ R OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1/4 1 114 ": 1' CURB _ 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF i\//\�//\\lj\\/j JR' o ° icoN o^�a ;,oG1,,, \/\/ \ \ SURFACE9COURSE VDOT UNLESS OTHERWISE NOTED. 4" CONC. �'/\�X/�///\, °�°°°° °V °°°°� \\\\\/\\/\\i J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION \��i BASE COURSE 6 3" BM-25 1� CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION. _14 21A STONE BASE � / 1 INTERMEDIATE COURSE 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.✓\ //\ //\//�//\//\ 13" 6" COMPACTED AGGREGATE TRAVEL LANE (TRAVEL LANE) ° 7 BASE COURSE, VDOT 21A 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES , a # OF J. 1 OR BETTER ARE TO BE ACHIEVED. E/F-E/ OR #21B DEPENDING ON 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY 4" 21-A¢STONE BASE °a a . , a _ ULTIMATE TRAFFIC LIMITS ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. AND uNDERORAINs 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES CONCRETE SIDEWALK EMERGENCY ACCESS ROAD 6 COMPACTED MIN. �� � _ _ SUBGRADE 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. NO SCALE NO SCALE 1 6 „ 2' ASPHALT PAVING - ROADS 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). DOT #57,#68, OR #78 NO SCALE STANDARD CG-0 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. 5' WIDE CONCRETE 3SIDEWALK � EXIST. GROUND 29' g;1 - 6' PLA ' 4" VDOT 21A STRIP STONE BASE 4 2AI EXIST. GROUND 5 21 BA E o 5 CG-6 CG-6 POINT OF CURB & GUTTER FINISHED GRADE CURB & GUTTER 5' WIDE CONCRETE SIDEWALK SURFACE 29' 2% _ 29 6' PLANTING 4' 1vDOT STRIP 4" VDOT 21A A BASE SUBBASE STONE STONE BASE BASE -25- 5 0.5 10' 10' (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C TYPM4L 1VL'IGHBORHOO.D S''TREET SUCTION (48 ' R11X) EJfPIRE STREET, afARSAC STREET, & S#WOF STREET (STA.>4f50 TO 15f7,9) - (ALL PUBLIC RO.4DS) CS-SSAR RESIDENTIAL & JflXED USE SUBDIVISION STREET DESIGN SPEED•• ,95 JMH CG-6 4" CONCRETE CURB & GUTTER SIDEWALK 3•� EXIST. GROUND 29 2% 9, 6' PLANTING 4" VDOT 21A STRIP 4" VDOT STONE BASE 21A BASE STONE EXIST. GROUND BASE 6' 0' PARKING LANE) (TRAVEL LANE) EXIST. GROUND EXIST. GROUND NOTE: 6' BUMP -OUTS FOR ONSTREET PARKING ARE PROVIDED ALONG EMPIRE STREET BETWEEN ROAD STATIONS 16+40 & 17+30 AND MARSAC STREET BETWEEN STATION 12+40 AND 12+70 CREATING 8' ON -STREET PARKING SPACES IN THESE LOCATIONS. SEE PLAN SHEET FOR LOCATION OF ON -STREET PARKING BUMP -OUTS. SEE ROAD SECTION BELOW FOR ADDITIONAL ROAD CROSS-SECTION AND RIGHT OF WAY MODIFICATION FOR MARSAC STREET. C%L R� POINT OF CG-6 FINISHED GRADE CURB & GUTTER 4" CONCRETE SIDEWALK SURFACE 29• 29 6' PLANTING 7 4" vDOT STRIP 4„ VDOT 21A SUBBASE STONE STONE BASE 10' BASE 6 --5 - (TRAVEL LANE) 0.5 54' R/W TYPICI4L NL'ICHBORHO0.0 STRL'L'T SUCTION (54 ' R/#rr S#WOZ STREET (ST.4. >Of06 TO "*50) - PUBLIC ROAD CS-SSAR RESIDENTIAL & afIXED USE SUBDIVISION STREET DESIGN SPEED. 25 AfPH PARIIINC ON ONE SIDE ONLY EXIST. GROUND ►*:&lAW&.t-0PL9PJ CC-9B WIDTH OF Ci ENTRANCE � � � LIMITS OF PIED . ACCESS ROUTE M o LIMITS OF RED. ACCESSROUTEEN V2 WIDTH OF ENTRANCE UNPAVED SPACE NON -TRAVERSABLE J ED SPACE UNPAVSLOPE e>J EXISTING OR PROPOSED EXPANSION JOINT r SIDEWALK OR SIDEWALK SPACE WIDTH OF ENTRANCE Q L 2 - Q•• w U' 71 EXPANSION JOINT w LIMITS OF RED. CCESS ROUTE ® o NON -TRAVERSABLE •' LIMITS OF RED. ACCESS ROUTE E ddE L W N c? CURB INCLUDED IN PEDESTRIAN ACCESS ROUTE DETAIL WITH & o '« ENTRANCE GUTTER rc WITHOUT UNPAVED SPACE a IL I W z 0 Q A Z w w ADDITIONAL RIGHT-OF-WAY IS REWIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE M EXTEND BEYOND FLOW LINE z EXISTING OR PROPOSED VDOT RI HT -OF WAY. I I °1 x F ENTRANCE WIDTH EXPANSION JOINT DESIRABLE MINIMUM 16' • �. p, • 1;. a ABSOLUTE MINIMUM 12' ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS , 3 UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A o0 00000 FACILITY THAT CAN BE APPROACHED, ENTERED AND EDGE OF PAVEMENT USED BY PEDESTRIANSAF ACCESS ROUTE 15 ADJACENT iv TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F C HALF PLAN IF PEDESTRIAN ACCESS ROUTES M ARE BEING 2`0" PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2/. CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD p, p PARABOLIC CG-3 OR CG-7, THE CURB FACE ON THIS , UNP E _ SIDEWALK - CURVE STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. pogo©q • o00 SPACE o. o •04©. o NORMAL GUTTER ® A___�-- ___ ** SECTION E-E e. ' °• q.: b�. 4 40• 1FOX TO tOX CHANGE 1' - 3" mop o. q • �boga: 040'1�' oS� o CLASS A3 (H.E.S.)CONC. , YaYa:S"=4 , 6" AGGR. BASE TYPE I SIZE 216 a. 12% MAX. SLOPE I 5'-0" & POINT OF GRADE CHANGE 4. ' ti• . �, FOR CURB AND GUTTER ONLY. . c. • oi. • e. FOR SIDEWALK CURB AND GUTTER K x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS o o •a . o . o BUILT CONCURRENTLY •� • �e`+'o`�oo 0 aK X x SECTION C-C 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND B % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D SPECIFICATION •`VD❑T REFERENCE STANDARD ENTRANCE GUTTER ROAD ANO BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 WP-2 EDGE EXZPAVEMENT I I (AS DETT ERMINEIDD 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 V2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) 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 DEPTHS AND TYPES 0F THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM 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 500 FEET APART. 4, THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE,UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS, XVD❑T ROAD AND BRIDGE STANDARDS SHEET 1 El REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 � M co N z J CN 01- N LU W L J J V I ®> J 149 LL 0 , w I J E � 0 2 06 C) O U Wl ju J I- .CC 11 1 1 I � O NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2% FOR LLJ x I A WIDTH OF 5 FEET. (RADIUS TO BE AS 3 I A�-T -STREET APPROACH SAME SURFACING o (�, AS MAINLINE ROADWAY (SEE NOTE 3) GENERAL NOTES D SHOWN ON PLANS) vl 1. WHEN USED IN CONJUNCTION WITH STANDARD CG 3 t /'� V J _ _ _ _ _ _ _ (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB O CG-2 OR CG-6 L CONFIGURATION. / (SEE NOTE 1) - - - SIDEWALK 2. SEE STANDARD CC-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. W ce W (SIDEWALK (SEE NOTE 5) w - - - - I OPTIONAL UNPAVED SPACE 3. MAINLINE PAVEMENT SHALL CONSTRUCTED TO THE FLOW LINE 3 RELINE (EXCEPT ANY SUBGRADE STABILIZATION -� - -�� +----- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION JOINT 2 EXPANSION OMITTED IN THE ENTRANCE.) '/� \J ) 4 I JOINT "B" 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH 2'-0" OR AS c�+ MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES W LJ� 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE Uj MAINLINE ROADWAY SLOPE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 13� 101PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RAOIISHOULD BE NCREASED TO 7,,. (SEE CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 6 X MAX. D GRADE CHANGE ® _ _ 3-6. PLANS ARE TD INDICATE WHEN CONSTRUCTION OF A FLOW =j ! n (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS v MAINLINE ROADWAY _ - - ' - - - - - - - - - NOTE 7) THE ENTRANCE. SX MAX. ® D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES C)GRADE CHANGE D "0" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET 0V Q CONNECTIONS. C 1 5' MI 20' MINM FOR COMMERCIALIMUENTRANCE INTERSECTION NOTES B. WHEN CC- 111S USED FOR STREET CONNECTIONS, THE ® CONSTRUCT CRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. 27 B ALLOWABLE ENTRANCE GRADE CHANGES • s. 1 •1 - CLASS A3 . e. • C. . �. • • e• (H,E.S.I CONCRETE -� ' °• ' °' SECTION C-C ENTRANCE VOLUME GRADE CHANGE D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPO 0 X 3 % MEDIUM 500-1500 VPD < 3 X 6 X LOW LESS THAN 500 VPO 5 6 % 8 % NOTE1 ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS ECIFICATION VD❑T EFERENCE METHOD OF TREATMENT ROAD AND RIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 LU r' L of 2 CL. Ln JOB NO. 182152 SCALES 111 = 8o1 SHEET NO. 9 SEWER SERVICE LATERAL CONNECTION NOTES: 1. 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% (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 LINE SECTION SERVICE LATERAL 45'0' D" IN LINE WYE-TEE PLAN VARIES I SEWER SERVICE LATERAL CONNECTION 5' MIN VDOT CLASS 1 RIPRAP � 3 0' MIN. 6„ 6" PIPE 6" VDOT NO i STONE BEDDING 6" PIPE D.D. 12" SECTION A -A CONCRETE ENCASEMENT NOT TO SCALE LENGTH (VARIES) -- MATCH EXISTING PROFILE ,}' 1 EXCEPT WHERE SLOPE OF CJ MAX BANK EXCEEDS 1 TO 1 1 i� A FIC 3,0' MIN- ;, UNDISTURBED MATERIAL A ELEVATION NOTES: I. WHERE LESS THAN 3' OF COVER 15 AVAILABLE BELOW STREAMSED, CONCRETE ENCASEMENTD_ WILL BE REQUIRE 2. WHEN BEDROCK 1S ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3, THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED NTH 18" OF VDOT CLASS 1 1SEWER TYPICAL STREAM CROSSING N.T.S FIG. S-7 TD-38 1' COMPRESSION X 31,V MALE PIPE DOUpUNG OR APPROVED EQUAL O 1" TYPE "IC SDFT COPPER FOR USE ON ArTACHEO SINGLE FAMILY RESIDEN73AL SERVICES OR DUAL RESIDENTIAL AND IRRICARON SERVICES. 1"A'kt' TEE NOTE NO SWEATED FIMMOS DUAL SERVICE I f 2, II`� R I- GGMPRE55dON K 3/4' MALE PPE COUPLING OR APPROVED EQUAL 1' TYPE 'K' SOFT COPPER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGARON METER IS NOT PROVIDED. SINGLE SERVICE Now.. 0 SAbDLES SHALL BE USED ON PVC PIPE. CAST IRON UD Flfa&3 EO GRADE IY-" 38" MIN. - OOPFERSETIFR 1/8 BEND CDUPLING-y }\\ vs METER CORPORARCN STOP f L " lA•HN ��S°,' 4.b4' ICK AS y NRLICESSARY SAND OR OUST UNDER ROX AND SERER (2�INCH ib)' r tY•. (, 4' DIAMETER DRAIN PIPE, 12" 4 >2' LONG STONE POCKET, VDDT MINIMUM THICKNESS) SPEC. 203. ND. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * 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 NSTABLE 8,A 4 MI INITIAL BACKFILL 4'MI a" B• a., SOIL awag,MI MPH. MIN MIN #68 STONE -:GRANULAR FiLL AS ,;• 'APPROVED BY ACSA11 5 I bCK� STABLE 501E OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE JNITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PiPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI 8'MIN INTIAL BACKFILL' EMBEDMENT (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER NO. 68 STONE - HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUJRED WHEN SOIL CONDITIONS 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 NSTALLATION IN TRENCH NTS FIG, S-3 TD-34 UD-# DEDTEXTILE DRAkNAOE FABRIC [OYflEAP 1'-0AT TOPI PAVED SHOULDER PAVEMENT MATERIAL • . " OUTLET PAN: maGRADE SEE HDTE 1 i5T AGPMlEOATE. R6 AOCMETATE OR GRUSIED GLASS WEEIINC •B VNMPBLE GRADATION RECUNEIENT. (EDGE OF PAYED SNOLLOERI PAVED SHOULDER SECTION SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L I H I T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 22 1/2 2.66 1,66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.97 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" 8E 12" 45 3,33 3.58 2.95 0.43 3.83 4.00 2.83 0,52 22 1/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 1 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS FIG•IS W 3 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NITS FIG. W°--7 TD-13 UNDUORA'N $FALL BE CENTERED UNDER CIg1111 40 WU I`ER GEOTEXTUE DRANAC{ FABRIC IOYERLp 1'•a' Al TOPY PAVELdWT GLRGRAM O+m ET RPE SEE NCTE 1 451 KGGwGATE. R5 4" RIPE .AGGT WE OR CkU5HE9 '{J A55 ]&FTNO ks ORAOATION NECK"PAN7. CURB AND GUTTER SECTION UP TD ELROW IR T9 ELBOW PIPE is PFIW'dk ATED 45' ELBOW PpE IS PERFOIM7E(I co-NNELBOW PPE -LESS AGGRLOATE PRIMARY DIRECTION TRENCH WITH OF WATER ROW DRANAOE FlIIIC NDN PERFD1 ED ou7LET RPE IITPIGALi 45• ELBOW ccwmclloN 45' WYE GGrFECTIDn PAY LMTS FOR OUTLET r•a'IIAX. PPE r0 WITH 45. EI_ITa As w TYPICAL) OUTLET PIPE NO scxE }VVI SPSCPICAmoHe ROAD AID BRIDGE $,ADAPD$ STANDARD PAVEMENT EDGEDRAIN REFERENCE 20 LET , OF a REVISION DATE 2m IDF.G6 VHGINA DEPNRTPEIIT OF TRANSPORTATION 801 70l 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. ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURRED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (NP} ALL -THREAD ROD " ,k`°I`•WATER MAIN zs VALVE 3 24" MIN UNDISTURBED EARTH PLAN f r -CLASS A-3 CONCRETE 18" v MIN $" ELEVATION UNDISTURBED EA 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 DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY, CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-30 TD-6 42"MIN �40: 6" GATE • VALVE TEL 2500 P,Sl CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAfNED JOINT FITTINGS A HYDRANT fS LOCATED IN A FILL, IN ADDITION 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 T/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. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL FRAME & COVER N.7 S, FIG. W-4 TD-8 I H, 0 PLACE '" POST WITH CAPPEDSENDSVANIZED PAINTED BLUE INSREMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT c I TO HIGHWAY DEPARTMENT APPROVAL. T� FINISHED GRADE SCOTT R. LLINS'_� Lic. No. 035791,"L, CIA' 0>> 04/18/20 ( r I I I ADJUSTABLE TRAFFIC RATED C�� II VALVE $DX W/ LID ZONAL II Z LJ Z N M.J. GATE VALVE WATER � � � le .b I� � � LINE Nil 2500 P.S.I. CONCRETE 9 � 2'x 2' BEARING AREA. a w THRUST BLOCK �I H a. z Ln O J a O a � LI U � NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND Six (6) INCHES ABOVE GRADE. W p J Q O z TYPICAL GATE VALVE NTS > W FIG. W-5 u J Q TD-9 z VARIES (SEE FIG. S-1-D,E) r VALVE BOX 4" DIAMETER BRANCH STREET SURFACE OR AND VALVE NON -PAVED AREA WATER MA M.J. PLUG SLOPED AREA .. •.f'" yam,„` VARIES V-O" MAX °Yr 3000 PSI CONIC. BASE a: 1a 2' 0" . BENCH SLOPED TO FLOW CHANNEL 1 /4" : 1' MIN RESTRAINED JOINT FITTINGS RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN 25 ON --LINE „ !, TYPE B ) VARIES THREADED COUPLING BRASS NIPPLE AND PVC PRECAST REINFORCED CONCRETE SECTIONS 12 MIN " * 16" MAXy� 0" RING SEALS MINIMUM ELEVATION � DIFFERENCE ACROSS M.H. 5' 4'-0° FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE DEPTH OF FLOW VARIES .FILLETS f-� BRANCH �_ 12" -� )U-1 III �1- 2" L1 w < Q o PVC SLEEVE_o CAP CHANNEL TO BE 3/4 DIAMETER OF LUBRICATE ALL THREADS THRUST BLOCK ° FIG. W-7) CONTRIBUTING -- SEWER. A' bd 12., METER BOX (SEE A FILLETED INVERT FOR A SM00 NOTE: VALVE OX NO. 57 STONE TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL 8E FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO PROVIDED. MIN. 6" BEDDING BAND EXISTING MANHOLES SHALL (` M.J. FITTING 2" PIPE SLOPED NOTE : W/ N0. 88 STONE - BE CORED AND A FLEXIBLE uj " co TO DRAIN IF GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE _j CONNECTION BOOT 7) INSTALLED VARIES VARIES 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, o -- _--1 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE WATER MAIN AND VALVE 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTER? ARE SAME SIZE PLUG INSIDE AND OUT. TYPICAL MANHOLE PLAN NT Q DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN IIIIII_I (TYPE "A") SHOWING BRANCH TiE-IN 10NITS w TYPICAL BLOW-OFFASSEMBLY N.T.S O Lu FIG. S-I-A FiG. S-I-13 N NTS FIG, W-8 7D-19 �- TD-27 Q 1 CG-98 I, EW-+2 I- ENTRNICE -I CUT - �PAVEMEH7 tOP OF GUt '�Y 5 vp LFQn _ tTYPICALI C W- LINE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS P v NT CENTER LINE SECTION RAVEL L+SELECT MATERIR) ITRENCH PLACEMENT EDGE OF PAVEMENT c PAY L TS FORDJTLET PIPE TD SHOULDER I INF \ BEGN WIFH 45' PAVEMENT SUF &BASE LLBOW SUBBASE T O�Tr10E OF F:_LSELECT MATERIAL TYPE I GRBITYPIDAL) " -. "sr Ac+ REGATE, A6 AGGREGATE -O_.3 AEETNG 48 GRADATX)N REQUIREMENTS. GEOTEXTLE DRNNAGE FABRIC PLAN VIEW (PLACEMENT OF CD1 OMBINATION UNDERDRA)N) QRPAVEMENT SURFACE L BASE S�BASE OR CEMENT STABILIZED SUBBASE NN& LIMITS OFPED-ACCESS ROUTE 09 pUNPAVED SPACE NON -TRAVERSABLE -' I TH F ENiRNNCE _ W: z LIMITS OF PED. EMT$ OF PED. CESS ROUTE ® NON -TRAVERSABLE ! ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH 14 WITHOUT UNPAVED SPACE ADDITIONAL RGHT-OF-WAY IS RE RED F THE LINTS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING OR PROPOSED VDOT RI T-OF WAY. I I 6% N PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ' �• ° �' ' �" UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT 4a4.e.o•o PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A 40. a4e4c: e FACILITY THAT CAN BE APPROACHED. ENTERED AND USED BY PEDESTRIANS. F ACCESS ROUTE IS ADJACENT TO BACK OF CURB. MNIMUJ WIDTH SHOULD BE B•. SECTION F'F "'!T T op P o a. oo `ELECT MATERIAL TYPE I OR . tABE } !CEMENT OR LIME S7ABKIZECI HALF PLAN C �J II IF PEDESTRIAN ACCESS ROUTES RA ARE BEINC 2�_0• PROVIDED, A MINNUM 4 TRAVERS LE WIDTH W 57 MK#CATE, 46 AGGREGATE DR CRUSHED IS REQUIRED WITH A MAX. 2Z CROSS SLOPE. ' IGLASS MEETING U5 GRADATILN REQUIREMENTS. GENERAL NOTES , B• D ti. I. UNLE55 S'PECF&ALLY INWATEO CO40NAIION1A.ER DRNN W@L HOT BE LUCAMD AT TH5 'POINT WHEN BOTH SUBBASE AND 5UEKRAO€ ARE STABILIZED, WHEN USED IN CONJUNCTIGN WITH ST,MDMD • U. - PAPABOLIC CG 3 OR CG-7 THE CURB FACE ON THIS ' G• 2. TRENCH SWILL BE FILLED WI1H AGGREGATE AID TNTOUGHLr HAND TNAWED 10 pPA1 SIDEWALK URVE STADARD IS TO 0E ADJUSTED N. MATCH NSURE COMPACT.4S5. MOUNTABLE CUB CONFIGURATION. oo b4 o_4o:0' 3 = P E SHALL E AT THEE DF THE TRAVEL. E PAVEMENT AND NON PERFORATED OUTLET PIPE DU P REM DCE LAN E e SHALL L PLACED ON A GRADE PARPLLEL TO THE SHOLLCEq %GPI 2 X MN. T3 X NORMAL GUTTER A ® _ - ® X X DESIRABLE} IX(ADE. ® . e. • �. - �.---------- - X X SECTION E-E CR iIVG RENGT-I 4. ON CUIM AND (XITTER SECTIONS• WHICRE IT IS WP3SSa E TD OTHERWISE PROVOE • s ' e• - S- 3H 0% TO 10X CHANGE T--.,7 PE OF PPC OUTLETS FOR UNC£RCRANS, THEY A/E T4 BE LOCAI'EO SO A4 i0 GRAN NTO DROP - -�• n. °- b44.9 e4 o4 'AT a NGV DME-ER N. i. 8" NON. GRAM: ;._ METS DR MNSICLES. 04 •ee4gAee a4o o)3o8g4v4o e•i CLASS A3 (HE.S.)CONC. 5MOCTH WELL PVL G.153 5. CN SUPERELEVAtED SELT9DH5 TRENCH S 1D BE LOUDER ENTIRE PAY€RENT aREA. 6" AGUR. BASE TYPE I SFLE 21B .Vf]DTH WALL PE _ 'S1 X%k 7D n51 H)[3[ WIT gJTLET PPE ON LOW SIDE 0.NL Y. ' F. IV'.ERi ELEVATION AT OUTLET END OF OUTLET PPE TO B€ A MNMUM OF 1'=Dr ABOVE 12X MA%. SLOPE I 5'-0" ® PONT OF GRADE CHANCE - s.'s• .t: IV'JERi ELEVATION OF KCDYING DRAINAGE DTCH OR STIR TLRE. FOR CURB AND GUTTER ONLY AI .E. ->. -p. 9i WALL FHICNDESS (MN) - NCEE'i 7 ALA COWCI`IQNS IELUWWS, WYLS. ETC.1 MTHN PAV LINTS FOR OUTLET PIPE ,ART 'D X z 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS ' BE OF THE SANE CRUSHING STRENGTH AS THE OUTLET FVE. FOR SIDEWALK,CURB PNO GUTTERqqe bo404 o00 NMAMTED ACCORDING TO ASTM D 2112 AT 59 DEFLECTON. BUILT CQNCURRENRY 5 OUTLET PIPE TG BE SECU y CMICCTED TD EW-t2DR DOER DRNNA X X X 3 % MAXIMJM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SMLU rURE.. SECTION C-C 8 % MAXIMUM DECREASE FOR SUCCEEDING WNIMUM 10' INTERVALS SECTION D-D 5PE IOATIGN SPEDFN;ATION `VAT STANDARD COMBINATION UNDERDRAiN RE R_NCE REFERENCE STANDARD ENTRANCE GUTTER / {� r CUTS) ROAD AND BRIDGE STANDAROS 8+07 TAT LOWER END OF CUTS) 66t Sp2 REVISION DATE SHEET t OF + 1L VRGNA D€PNRTMENT OF TRANSPW(TAFDN ]OI VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.D2 CD- 2 NOTE: WHEN A PEOESTRAN ACCESS ROUTE B CROSSES A CONERCIAL ENTRANCE .A �LIMTS OF PAY FOR �- THE CROSS SLOPE $HALL BE V.FOR TYPE OF PIPE NN& LIMITS OFPED-ACCESS ROUTE 09 pUNPAVED SPACE NON -TRAVERSABLE -' I TH F ENiRNNCE _ W: z LIMITS OF PED. EMT$ OF PED. CESS ROUTE ® NON -TRAVERSABLE ! ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH 14 WITHOUT UNPAVED SPACE ADDITIONAL RGHT-OF-WAY IS RE RED F THE LINTS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING OR PROPOSED VDOT RI T-OF WAY. I I 6% N PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ' �• ° �' ' �" UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT 4a4.e.o•o PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A 40. a4e4c: e FACILITY THAT CAN BE APPROACHED. ENTERED AND USED BY PEDESTRIANS. F ACCESS ROUTE IS ADJACENT TO BACK OF CURB. MNIMUJ WIDTH SHOULD BE B•. SECTION F'F "'!T T op P o a. oo `ELECT MATERIAL TYPE I OR . tABE } !CEMENT OR LIME S7ABKIZECI HALF PLAN C �J II IF PEDESTRIAN ACCESS ROUTES RA ARE BEINC 2�_0• PROVIDED, A MINNUM 4 TRAVERS LE WIDTH W 57 MK#CATE, 46 AGGREGATE DR CRUSHED IS REQUIRED WITH A MAX. 2Z CROSS SLOPE. ' IGLASS MEETING U5 GRADATILN REQUIREMENTS. GENERAL NOTES , B• D ti. I. UNLE55 S'PECF&ALLY INWATEO CO40NAIION1A.ER DRNN W@L HOT BE LUCAMD AT TH5 'POINT WHEN BOTH SUBBASE AND 5UEKRAO€ ARE STABILIZED, WHEN USED IN CONJUNCTIGN WITH ST,MDMD • U. - PAPABOLIC CG 3 OR CG-7 THE CURB FACE ON THIS ' G• 2. TRENCH SWILL BE FILLED WI1H AGGREGATE AID TNTOUGHLr HAND TNAWED 10 pPA1 SIDEWALK URVE STADARD IS TO 0E ADJUSTED N. MATCH NSURE COMPACT.4S5. MOUNTABLE CUB CONFIGURATION. oo b4 o_4o:0' 3 = P E SHALL E AT THEE DF THE TRAVEL. E PAVEMENT AND NON PERFORATED OUTLET PIPE DU P REM DCE LAN E e SHALL L PLACED ON A GRADE PARPLLEL TO THE SHOLLCEq %GPI 2 X MN. T3 X NORMAL GUTTER A ® _ - ® X X DESIRABLE} IX(ADE. ® . e. • �. - �.---------- - X X SECTION E-E CR iIVG RENGT-I 4. ON CUIM AND (XITTER SECTIONS• WHICRE IT IS WP3SSa E TD OTHERWISE PROVOE • s ' e• - S- 3H 0% TO 10X CHANGE T--.,7 PE OF PPC OUTLETS FOR UNC£RCRANS, THEY A/E T4 BE LOCAI'EO SO A4 i0 GRAN NTO DROP - -�• n. °- b44.9 e4 o4 'AT a NGV DME-ER N. i. 8" NON. GRAM: ;._ METS DR MNSICLES. 04 •ee4gAee a4o o)3o8g4v4o e•i CLASS A3 (HE.S.)CONC. 5MOCTH WELL PVL G.153 5. CN SUPERELEVAtED SELT9DH5 TRENCH S 1D BE LOUDER ENTIRE PAY€RENT aREA. 6" AGUR. BASE TYPE I SFLE 21B .Vf]DTH WALL PE _ 'S1 X%k 7D n51 H)[3[ WIT gJTLET PPE ON LOW SIDE 0.NL Y. ' F. IV'.ERi ELEVATION AT OUTLET END OF OUTLET PPE TO B€ A MNMUM OF 1'=Dr ABOVE 12X MA%. SLOPE I 5'-0" ® PONT OF GRADE CHANCE - s.'s• .t: IV'JERi ELEVATION OF KCDYING DRAINAGE DTCH OR STIR TLRE. FOR CURB AND GUTTER ONLY AI .E. ->. -p. 9i WALL FHICNDESS (MN) - NCEE'i 7 ALA COWCI`IQNS IELUWWS, WYLS. ETC.1 MTHN PAV LINTS FOR OUTLET PIPE ,ART 'D X z 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS ' BE OF THE SANE CRUSHING STRENGTH AS THE OUTLET FVE. FOR SIDEWALK,CURB PNO GUTTERqqe bo404 o00 NMAMTED ACCORDING TO ASTM D 2112 AT 59 DEFLECTON. BUILT CQNCURRENRY 5 OUTLET PIPE TG BE SECU y CMICCTED TD EW-t2DR DOER DRNNA X X X 3 % MAXIMJM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SMLU rURE.. SECTION C-C 8 % MAXIMUM DECREASE FOR SUCCEEDING WNIMUM 10' INTERVALS SECTION D-D 5PE IOATIGN SPEDFN;ATION `VAT STANDARD COMBINATION UNDERDRAiN RE R_NCE REFERENCE STANDARD ENTRANCE GUTTER / {� r CUTS) ROAD AND BRIDGE STANDAROS 8+07 TAT LOWER END OF CUTS) 66t Sp2 REVISION DATE SHEET t OF + 1L VRGNA D€PNRTMENT OF TRANSPW(TAFDN ]OI VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.D2 CD- 2 NOTE: WHEN A PEOESTRAN ACCESS ROUTE B CROSSES A CONERCIAL ENTRANCE .A �LIMTS OF PAY FOR �- THE CROSS SLOPE $HALL BE V.FOR TYPE OF PIPE CRUSHING STRENGTH .T 4" NON. DITE AMER "NON. DIAMETEP SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 P51 IfkM 70 P51 NNM A WIDTH OF 5 FEET. A DIA HOM -STREET APPROACH SAME SURFADNG GENERAL NOTES ION a24° ("aes4,,,m) Du 27 1/2' DB1 [38mm] (RADIUS TO BE AS I AS MXNLINE ROADWAY (SEE NOTE 3) RC SHOWN ON PLANS) ,4A 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 BaLT GI LE• [599mm] 7 IRADAIS TO BE AS OR CG-7 THE CURB FACE ON THIS STANDARD IS TO 28 1/¢" pBy SHOWN ON PLANS) 8E N]JU$TED TO MATCH THE MOUNTABLE CURB [ [77Bm+r1] - CG-2 OR CG-6 �` CONFIGURATION. BE7mm] / T 1 --- 2, SEE STANDARD CG-12 FCR CURB RAMP DESIGN TO BE B 0 SIDEWALK USED W17H THIS STANDARD. i 24" ]NA NOTE 5) rc I OPTIDNAL UNPAVED SPACE FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE - __ m RAW LINE (EXCEPT ANY AVE NT WHICH CAN --� '{------3 REQUIRED FOR MANURE PAVEMENT WHICH CAN BE 28 T/18" DIA 5%8' joINT SIGN EOXNANSIDH OMITTED IN THE ENTRANCE.) kk��- [7'2zmR1] _ 4. RADIAL CURB OR COM31NATION CURB AND GUTTER 38. DIA t9 26 SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: SHOWN "B" TYPICAL OR AS _jW MNNLINE ROADWAY EXCEPT FOR REPLACEMENT PURPDSES. fl [914mm] [B66mm SHOWN ON TYPICAL SECTION. A FRAME SECTION 13/76" [38mm] PLAN VIEW ENTRANCE NOTES (2omm] 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE Z' (51mm) L£rnis TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK (RECESSED FLUSH) MAINLINE ROADWAY SLOPE TRAFFIC THE DEPTH FOR SIDEWALK 4 CURB RAMPS f0'PMABOLD CURVE (ENTgANCE ONLY) WITHIN SERE EMIT" SE THE RN)M SHOULD BE 1• INCREASED TO LIMITS OF HE RA [2Smm] A� � q r,T I 1 fa3 [ EDGE OF PAVEMENT OR CB„gpDE CHANGE - - D 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW _ mm OPTIONAL FLOW LINE ® - D (SEE LINER REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS 5 3 13/15 • 22 13/16' MNNLNE ROADWAY - ` - - - - - - - - - - NOTE 7) THE ENTRANCE. '1 1/6" [97Tnm] [579mm] BX MAX. ® D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES [S4mm 0 25" GRADE CHANGE "T" ARE LISTED N THE ALLOWABLE ENTRANCE GRADE T 3/6" [535mm] D TABLE. THESE VALUES ARE N07 APPLICABLE TO STREET 5'MI 20'ul M OR CONNECTIONS. 17m1�" [35mm] 9/15" D.D. OF GKT GROOVE [ ] 14)Rm SECTION VIEW COMMERCIAL ENTRANCE INTERSECTION NOTES L [ ] 1/4' (Smm) DIA CAM Bm)r NEOPREINE GASKET e. WHEN COOL IS USED FOR STREET CONNECTIONS. THE SEE ASEMBLY ® CONSTRUCT GRADE CHANCES WITH A PNiABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH PLT:1L (2) WSNR 1/75 X 3f8 X T 1f2 AASHTO POLICY AND THE APPLICABLE RLUDING STOPPING RU8BER PARTRI 009810" OF THE VDOT ROAD DESIGN MAN INCLUDING STOPPING {� (� 1B00 SECTION A A SIGHT DISTANCE AND K VALUE REQUIREMENTS. �7 c w (p)GKBARES Bmm 1 5/8" 12 IOLT HEX 5/8-T1%3 1f2 53 [ 2400"" [41mm PARTI 009RTZS0 9. OPTIONAL FLOUTTE MAY REWIRE WARPING OF A rlq^I.� ACROSS H GUTTER TO PROVIDE POSITIVE DRAINAGE [Gm 1/Z -53 IDEA- STAINI STEEL ROD (2) 4751Vt Siz a 150 DD 55 fIT�-llrl B ACROSS THE INTERSECTION. PLAN VIELN 1 1f8' (29mm) DIA BOss [13mm PARrIp QD9613T8 ALLOWABLE ENTRANCE GRADE CHANGES PICKSAR a LCCI_UG HOLE DETAIL 2) NI1T 10 5f3 11 2N NYLX 1S NOTES.` PARTjI00981264 -ass A3 1, ALL MANHOLES WMIN 100 YEAR FLDOOPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTGHT FRAM_ @ COVER. (2) NUT HX JAM Sfa-11 YN (H. 3.) - I 2 ALTERNATIVE DESIGN FOR WATERTIGHT COVERS W7LL BE CONSIDERED. PARF,y DDB81229 CONCRETE °'°'O �- H 3. COVERS SHALL BE FIXED TD FRAMES WITH LOCIGNG LUGS OR SIMIUAR ASSEMBLY. TYPICAL WATERTIGHT ((S)ORTY} PALOCKa o 93585 SECTION C-C NOTE+ ALLOWABLE ENTRANCE GRADE TABLE IS NOT MANHOLE FRAME & COVER LOCK LUG ASSEMBLY APPLICABLE TO STREET CDNNECTIDNS SPECIFICATION ,VDOT _ N,T.S FTC, S-I-E REFERENCE METHOD OF TREATMENT ROAD PAD BRIDGE STANOPRD�'_ Sot (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVIyON DATE SHEET + o VIRGINIA DEPARTMENT OF TRANSPORTATION 07AL5 203.04 ENTRANCE VOLUME GRADE CHANCE Y+'° DESIRABLE MA%IMUN HGH MORE THAN I500 VPD 0 X 3 X MEDIUM 500-1500 VPD 53X BX LOW LESS THAN 500 VPD S 6 X 8 X TD-32 ui (4) 1" (25mm) DIA HOLES J ON 32 3 4" (834mm) DIAL J BOLT CIECLE. 2" (Sturm) LETTERS \` iJ T ) O 1" (RECESSED FLUSH) \ 7 [25mm] /0 ` _j_ ui•1 PICKHO ESD i- LL 1 1/2" Lu r [38mm] ® ' w � t � � 0 O z a - O O i n L 1 1 I SEW `\ (2) CORED `•� PIGKBARS71 U 1 1/8" (29mm) DIA BOSS I 1 D 27 1/2' DiA 1 1/O [699mm] [38mm] wrylo m 26 1/4' DIA 7" [667mm] [176mm] 1 7 2- II / 26" DIA 38mm] uj fi60mIA [ 1/4" (6mm) DIA 3 7/8" D [ ] I 24" DIA NEOPRENE GASKET [79mm] V ) Ln C �- 28 7/16" DIA 5 m O [722mm] [76mm] 23" DIA rT I [5t ' ' T 6" DIA" DIA 635 ET LJJ �J[914mm ] FRAME SECTION O.D. OF GASKET GROOVE SECTIONz Lij `^ V l J w cc uj J0V I u O CV w W w 0 _ a JOB NO. 182152 SCALE N/A SHEET NO. 10 T STA. c 575 575 NOTE: SEE WATERLINE CONNECTION NOTES PROPOSED GRADE (TYP.) ON SHEET 6. 570 - - EXISTING GRADE (TYP.) FILL (TYP.) PROPOSED 8" 45° BEND TO 3 5� MIN. MARSAC STREET WATERLINE - - _ 565 � PROPOSED 8" SANITARY SEWER CROSSING CULVER 570 565 56o PROPOSED FIRE HYDRANT 56o ASSEMBLY WITH 8"x6" TEE- 1.3' PROPOSED 8" 22.5° BEND TIE-IN TO EXISTING RWSA PROPOSED 8" CL. 52 DI WATERLINE �_12" CIP WATERLINE w/ PROPOSED 12"x8" T.S.&V. NOTE: WATER MAIN CROSSING BENEATH SEE WATERLINE CONNECTION 555 CULVERT SHALL BE INSULATED NOTES ON SHEET 6. LnItOl aLn N rq O Ln I n Ln In I n Ln 13+50 14+00 14+50 15+oo WOODBURN RD WATERLINE CONNECTION PVI STA: 16+o9.5o PVI ELEV: 561.6o 8" C PROPO' ASSEMI PVI STA: 11+49.00 PVI ELEV: 558.58 K:13.28 LVC: 75.00 PVI STA:14+64.74 565 Ln H Ln 00 PVI ELEV: 543.34 565 ri rn � Ln PVI STA�13+ 9.74 K: 2.50 r + ri Ln Ln PVI ELEV: 545.44 LVC: 1o.o0 PVI STA:16+o7.24 J r� Li-i H U w U K: 26.o9 LOW PT. STA: 1 +6 4 4.74 PVI ELEV: 546.19 I Lii m U ,i LVC:137.5o LOW PT ELEV: 543.39 K: 26.00 56o -1.62 i w a, ° LVC: 208.00 560 - L°D + -Ln Ln - m + _'t Ln m NS -Ol rn N__� Ln 't � N V1 PROPOSED VDOT STD. CD -1 - N H .. u M H .. u + Ln + Ln ryj ,;� -I Li i �t ri lD vi > m �n > w U U w EXISTING GRADE (TYP.) r� w FILL (TYP.) >>° w ; m ;w m LLJ U m -- > > w u 555 - - - 555 PVI STA: -14-+34-74 'ROPOSED PVI ELEV: 543.34 i.V. & PLUG ��j a K: 2.50 LVC:1o.00 ),ED FIRE HYDRANT 5.61 1.3 PROPOSED GRADE (TYP.) 3LY WITH 8"x6"TEE /� OW PT. STA: 14+34.74 LOW PT ELEV: 543.39 550 550 1 PROPOSED VDOT STD. CD-1 PROPOSED 8" SANITARY --N - ryn� SEWER CROSSING FUTURE ROAD GRADE PROPOSED 8"x8"TEE �\ / u m U w 545 & (2) - 8" G.V. w m w 545 w_- --------- - -2 END PROPOSED ROAD CONSTRUCTION AT 00% Ln 3 5 MIN. 2.00 STA. 15+68 & TIE-IN TO EXISTING GRADE Q PROPOSED 8" CL. 52 DI WATERLINE PROPOSED VDOT --,,_PROPOSED VDOT 1.3 STD. CD-2 STD. CD-2 L2.00% 540 a 2.°O% PROPOSED TYPE A 540 - - BLOW -OFF ASSEMBLY -- - --- 12A 0 1 1' 0 1'S1 PROPOSED 8" CL. 52 DI WATERLINE 1pA 27 U LLJ Ln U LLJ i V 5.2 535 w PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE uuj w 535 z o PROPOSED 8"x8" CROSS & (4) - 8" G.V. o w + + Ln PROPOSED 8" SANITARY a rl :E SEWER CROSSING w 530 530 OO Nacil O 00 �tri I� 00 t N m 00 co M Ln O . ry) Ln lD t O It 00 OO H QlO .t CP Ln 't O v lD cn M Ln Ln 00 -Ln Ln - 6l Ln 't ri Ln ^ � �• 00 't M O 'i Ln M Ln of M In ^ lD 4 Ln Ln of Ln Ln In Ln Ln Ln Ln In In Ln Ln Ln Ln Ln Ln Ln Ln Ln In Ln Ln Ln In Ln Ln Ln Ln Ln Ln Ln Ln 9+75 10+00 1o+5o LVC: 100.00 O ri O O Ln M Ln lip 0) 00 m N In In Ln i Lj 565 rl u l Lj 565 U m u p00/0 PROPOSED Z 8"x8" TEE & PVI STA:13+82.0o m / Lu PVI ELEV: 546,62 i (2) - 8" G.V. K: 26.35 56o LVC:135.00 56o °, rl O � X 1. 2' w Lr) O ' 00 Lu 0) i + In + Ln / 17 •M w Ln ,1 Lei U W PVI STA:11+77.00 u m o u w PROPOSED 8" CL. 52 DI WATERLINE 555 PVI ELEV: 522.61 m > �I� 555 K: 26.o6 Ln w (0. LVC: 253.00 PROPOSED VDOT STD. CD-1 PROPOSED FIRE HYDRANT ~ Luj uz 1.2 ASSEMBLY WITH 8"x6" TEE O 00 O N O Ln O Ln Ln V U In O O M Lu 550 o w M w % 3.5' MIN. 34A 550 m Ln w z PROPOSED VDOT STD. CD-1 �_ m w - / � z + p M � 545 � 545 EXISTING GRADE (TYP.) Ln 13� Lu Lu z 3oA + 540 _ H 540 PROPOSED 8"x8" CROSS Ln / & (4) - 8" G.V. Lu 1.3' 535 > PROPOSED 8"x6" REDUCER 535 9 PROPOSED GRADE (TYP.) w 6.0' 530 530 z 0 ' PROPOSED 8" SANITARY u PROPOSED VDOT STD. CD-1 SEWER CROSSING Ln 525 z 0' PROPOSED 6" CL. 2 DI WATERLINE 5 E-IN TO EXISTING 0 BERKMAR DRIVE o ° 1.4 1+88, ELEV=518.83' 5 Zo 4 J- A 2 00 /0 � \\ � 0 2 0o FILL (TYP.) / FIRE ° o ANT ASSEMBL ° EMPIRE STREET SED VDOT STD. CD-1 515 k-c1) 1 510 ^ ^ It ^ � H N M 't 0) m 00 O m ri ri O O 0o O ri Ln M Ol ri M N f� I O N 't M lD O 61 M Ln Lp r-I O M N Ln Ql LD Ol N rn Lll lD 00 61 r� M 00 n N �i- Ln lD ri Ql r-I O ci ri N M M I� ri It I� N �t Ln ri Ln Ln lD O lD N lD M lD Ln ri Ln N Ln N Ln N Ln N Ln M Ln M Ln Ln Ln Ln Ln Ln Ln In Ln Ln lD Ln lD Ln lD u., � � u., � � � Ln � Ln � � � � In V) Ln ul 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 525 520 515 510 S CD TT R. C LLINS Z U Lie. No. 035791,E 14/18/20 4_,sloNAL E:�,� z w Z z u) O J � a O a z CL cj� LL_ L J w a z o � m w `n W O N w O � N 0 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+oo 15+5o 16+oo 16+50 17+00 0 00 SWEDE STREET PVI STA: 12+00.00 PVI ELEV: 566.12 K: 12.26 Lu LVC: co.00 PROPOSED VI PROPOSE[ & J/ 7 J/ J PVI STA:1o+15.00 0 �°0 0 N PVI ELEV: 558.74 Ln N � K: 2.50 PVI STA: 11+10.00 In w H LVC:10.00 PVI Ep EV: 56o.64 L i PROPOSED GRADE (TYP.) LOW P STA: 1o+i5.0' 14r 28.1g U U u m u w 570 LOW�ELE� 558.79� LV''iG 115.00 m w 570 0 ao 0 0o O ° PROPOSED VDOT STD. CD-1 2 p0% rn 000 000 "' FILL (TYP.), o rl ``' o ``' Lr + H o LLnn + i -- / PROPOSED SERVICE SAf LATER u u u' ��' EXISTING GRADE (TYP.) 565 > m > LLu u m U 'MIN. 3 5 565 m w >' m _ PROPOSED 8"x8"TEE -w & (2) - 8" G.V. 6.o8% PROPOSED 8" 45' BEND / 1 2' 1.9' TO WOODBURN ROAD 560 -Z.00% WATERLINE CONNECTION I 560 00% --OPOSED i PROPOSEID 8" SANITARY )OT STD. CD-2 PRj VDOT 19 SEWER CROSSING 8"x8" THEE STD. CD-1 2) - 8" G.V. 555 I 555 1. 2' STA. 11+81- INTERSECTION W/ EMPIRE STREET w 21 PROPOSED 8" CL. 52 DI WATERLINE 0 � PROPOSED SANITARY SEWER Ln 0 v LuSERVICE 0 LATERAL CROSSINGS + w w 550 ° LOQ 3: 550 Lu Ln In z> 00 O r. N 00 N M H . lD 00 O N H . N H L. N ri O N H LLn Ln Ln In L�r'1 � Ln � Lin Ln I Ln In Ln Ln Ln Ln Ln Ln Ln 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 MARSAC STREET VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( I I`1,'I:T ) l inch = ') ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FFFT ) 1 inch = 50 ft Z � CM - CM N 4 z 1;31 Q JITARY SEWER J AL CROSSING NO w� N w w W LLI Z J J_ LL J Q O - ' z ry Lu LUF- LL 0- Lu O , z z Q = O W W ' O Q W ~ Q Lu Cz Z) > 0 U) Lfi O Q F- O Lu z Q - U JF W DC NOTE: ALL ROADWAY EMBANKMENT MATERIAL 0� W SHALL CONSIST OF SOIL AND BE PLACED IN J Q SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 Ur INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH 0 p 0 VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 N 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. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. w I- r, w O w a U) JOB NO. 182152 SCALE 111 _ 50 SHEET NO. 11 MH-6 NOTE: CONTRACTOR SHALL TEST DIG THE EXISTING RWSA 12" CIP STA:1o+85.8o \A/ATrMI I I T/l /-/%K lrIMRA C1rflT1I MM I/ -NM T/l IA ICTAI 1 IA I/- CA KI=AMW 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 8+5o 9+00 9+50 10+00 10+50 11+00 li+5o MH-7 - EX MH-HRVSTMN-1-1 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 ACSA GENERAL WATER & SEWER CONDITIONS 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. 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. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 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. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 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). AMH-8 MH-6 3o" DIP SCOTT R. LLINS O U Lic. No. 035791,"L�, 04/18/20� oONAL DSSING z g (� W Z Z J ® a z C2 U On LL � J W Q z O � � m W W cl�Q to J c 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 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. VERTICAL GRAPHIC SCALE 5 0 25 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 W O 00 Lu LL w w z z w ul z z Q r Q z 0 0 w 0 w W O W 1 r a U) JOB NO. 182152 SCALE 111=50 SHEET NO. 12 6 z Li Li z c� z Li z J 0 0 O C N C 0 U W 0 -C O` a m c 0 0 0 a 0 0 0 a E 0 U C N N 0 EL O N 0 a 0 a M 0 a 0 L Q 0 0 w U a 0 Q 0 0 E T) C O z Li Li z z Li V z J 0 a 0 L Cl U N U C N U O a 0 U O m 0 a C_ 0 575 570 565 56o 555 MH-16 550 STA:0+71.84 RIM:544.00 INV IN. 531.45 FROM MH-17 INV OUT. 531.25 TO MH-11 MH-11 STA:o+oo.00 R I M:539.00 INV IN. 526.45 FROM MH-16 INV IN. 526.45 FROM MH-12 INV OUT. 526.25 TO MH-10 540 EXISTING GRADE (TYP.) MH-21 M H-20 STA:6+31.72 STA:4+73.09 RIM : 567.18 RIM:56o.25 INV IN. 559.37 FROM MH-22 INV IN. 549.53 FROM MH-21 INV OUT. 559.17 TO MH-20 INV OUT. 549.33 TO MH-19 MH-1g STA:3+79.63 / RIM:559.67 INV IN. 548.7o FROM MH-20 J INV OUT. 548.5o TO MH-18 MH-18 STA:2+87.02 RIM:555•00 / INV IN. 547.2o FROM MH-1g PROPOSED GRADE (TYP.) INV OUT. 547.00 TO MH-17 / PROPOSED 8" DI MH-17 WATERLINE CROSSING STA:1+65.96 RIM:547.00 INV IN. 539.2o FROM MH-18 (0./ INV OUT. 539.00 TO MH-16 23 �2 55, �56�'F� 3 4' y5�. 26 SDR- PVC g 88.&I LF � 1.47% 8" SDR-26 PVC 89.46 LF @a 0.70% \ ,"); (0. M H - 24 - M H -11 PROPOSED 8" DI WATERLINE CROSSING 535 �Q'A� �,° 5 �otiti MH-23 MH-22 STA:8+03-95 STA:6+88.63 RIM :56g.67 RIM:567.75 INV IN. 562.45 FROM MH-24 INV IN. 561.2o FROM MH-23 INV OUT. 562.25 TO MH-22 INV OUT. 561.00 TO MH-21 i PROPOSED 8" DI WATERLINE CROSSING PROPOSED 8" DI WATERLINE CROSSING 1 g' 2 0' 8" SDR-26 PVC f g" SDR-26 PVC 120.32 LF @0.81% 111.32 LF @ 0.940 8" SDR-26 PVC 52.91 LF @a 3.o8% rl u, I� 0 '. rl M lD 00 n M 00 O Ql m O M M O r\ O rn 00 LD LO rl --t Ln ci Ln O Ln O O 00 o, Ln Ln Ln ai w Ln 1D �D �D D M lD 00 W 00 �D cD 1° o0 w LD 00 � cD LD of �D lD o � Ln Ln L Ln Lr1 Ln Ln Ln Ln In Ln Ln Ln 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00 570 530 L.0' 8" SDR-26 PVC 67.84 LF @7.o8% 525 O H nl m nl � O rl M � lD 0 M rnlD it I� Ln N Ln nl Ln lD Ln 01 1� Ln N Ln Ol Ln N lD Ln L Ln U) V) V) 0+00 0+5o 1+00 1+50 2+00 2+50 3+00 3+50 INV IN. 512. INV OUT. 1 565 560 555 550 545 540 JIMH-8 STA:1+oo.45 RIM:533.00 �- INV IN. 519.78 FROM MH-g 535 INV OUT. 519.58 TO MH-7 �I MH-7 STA:o+oo.00 / R I M:523.75 o3 FROM MH-8 111.83 TO MH-6 525 520 515 510 PROPOSED GRADE (TYP. 8" SDR-26 PVC 137.45 LF @ 0.52% 575 MH-24 STA:9+28.27 RIM:571.i7 INV OUT. 563.42 TO MH-23 570 565 560 555 550 545 540 g+50 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. VERTICAL GRAPHIC SCALE 5 0 2.5 10 t mcli = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 IN FEET 1 inch = 50 ft. 20 204 MH-15 STA:8+19.32 MH-14 RIM:563.50 STA:7+09.65 INV OUT. 557.75 TO MH-14 RIM:559.58 565 INV IN. 553.2o FROM MH-15 / INV OUT. 553•oo TO MH-13 / MH-13 / STA:6+25.51 / 56o RIM:554.00 INV IN. 548.2o FROM MH-14 INV OUT. 548.00 TO MH-12 - MH-12 6Q�6 0% 555 STA:5+36.86 RIM:548.75 INV IN. 541.2o FROM MH-13 105 6 INV OUT. 541.00 TO MH-11 EXISTING GRADE (TYP.) / 6Q�Go�o 550 MH-11 160 PROPOSED 8" DI SR M 539-00 WATERLINE CROSSING 545 INV IN. 526.45 FROM MH-16 (0 C;)) [INV IN. 526.45 FROM MH-12 / INV OUT. 526.25 TO MH-10 2g MH-io 540 STA:3+67.39 1.5' RIM:533.00 INV IN. 524.7o FROM MH-ii 25 INV OUT. 524.5o TO MH-g 535 M H-g STA:2+41.89 4.1 Ile RIM:526.5o Cb & INV IN. 520.7o FROM MH-1ov INV OUT. 520.5o TO MH-8 yoti' S30 525 i PV C 8"o 59 M -15 - MH-7 So -3. 313% $1.50520 l6 Ln M 00 N 1� Ql 00 Ql M M It Ln M a1 Li M N 61 Ln N r•1 H N 1p N 't c•I (nl 00 Ln Ln Ql N 00 M H 00 O Ln O N Ln 00 Ln lD c-1 O O 00 00 lD ci 00 N t 00 O I� lD I� Ln ri lD Ln 00 ci Ol �i- N Ol lD N CO Ln O 00 M ci L!`. M L. N M M M M M N M Lr N N rr) N �' M M It It �• .j- Ln It Ln Ln Ln Ln lD Ln lD L,D lD '.D Ln Ln Ln Ln In Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln ul Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Lf'. U-1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 515 510 S CD TT R. C LLINS Z U Lie. No. 035791."t--, 14/ 18120 �_'S"S'IONAL v:' 4 z W Z z u) O J O a z C F� " Lu J W Q 0 z o � m w -j W 1Y 0- Lu z � M co m N z J o � w0) N w w > Cn L'r) zLL! Lu J J J LL, U z O LL 0- Lu F- 0� O ' J Lu z Q = O Lu U O Ul w ' }' Ld Q� Q ~ W > z U' p Q z uj Lu CQ U G JF LLI w J m Q 0 O N Lu �- rn W O Lu 0� _ a U) JOB NO. 182152 SCALE 111 = 501 SHEET NO. 13 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 00 n _ d m LO M I I � v Q M O m O N Q m o rn m mmQ�0 ~O Ln Ln 565 000 N > 00565 m ZI'- , -/1D 00 OM L > on O co 11rLn Ln 11 EXISTING Ln? z GRADE (TYP.) ,, mLn o O - II M d > > > > d mo Ln �zzzz 56o m o O o 56o m ONO In i- O 0 o M MO ° o LA O O o0 > q �� PROPOSED GRADE (TYP.) N D O o `.'. Ln- O 0 M rl rn Ln � 11 > > 555 > `°' Ln � z z 555 ao Ln . �z zo _ >>> STR:26 VDOT STD. DI-313 (L=6') v U- to z z z / RcQ TP=543.83 0 o m LF INV IN: 536.35 TO 28 W rn °N° O 5 �y INV OUT: 536.25 TO 8 0 0 0 O l S50 �� ��I-r o Sri �oM p O o al oo Ln > 0 't Lmn Lmn H STR:8 VDOT STD. MH 1co 'z z z o $ F TP=541.17 a > > > > 9'I INV IN: 534•oo TO 10 �, z z z z 545 INV IN: 535.5o TO 26 INV OUT: 529.67 TO 6 1S" RCP 54.30 LF @a 5.52% 540 S40 PROPOSED 8" DI 1.4 15" RCP WATERLINE CROSSING � 5 46.o1 LF @a 3.26% PROPOSED 8" SANITARY 535 SEWER CROSSING 535 530 525 M n 0 rl t It Ln Ln 0+00 15" RCP 28.oS LF @a 2.92% PROPOSED 8" SANITARY SEWER CROSSING " RCP .56 LF Qa 2.93% M 0 Lfl Ln lD I O 0 r_:_M ^ Ln Lin 't U-) � LIl L n Ln Ln Lri Ln Ln 0+50 1+00 1+50 2+00 STR-36 - STR-8 Lf1 m Ol c� Ln Ln Ln Ln 2+50 3+00 S30 525 570 565 56o PROPOSED GRADE (TYP.) 555 . STR:10 VDOT STD. DI-313 (L=6') TP=543.92 INV IN: 537.42 TO 12 550 INV IN: 536.75 TO 1oB INV IN: 540.42 TO ROOFS INV OUT: 535•17 TO 8 EXISTING GRADE (TYP.) / STR:8 VDOT STD. MH \ 545 TP=541.17 INV IN: 534•oo TO 10 INV IN: S35•So TO 26 �INV OUT: 529.67 TO 6 STR:6 VDOT STD. DI-313 (L=Io') PROPOSED 6" DI 540 TP=534.25 WATERLINE CROSSING INV IN: 528.S8 TO 8 INV OUT: 523.5o TO 4 / 1$„ RCP 29% L3 �F � 535 STR:4 VDOT STD. DI-3B (L=8') 901° / TP=5�7 58 INV IN: S22.2S TO 6 INV IN: 520.27 TO 4B 18" RCP INV OUT: S20.17 TO 2 I 54.69 LF Qa 2.14% 530 � STR:2 VDOT STD. MH I TP=526.00 1.0' INV IN: 519.52 TO 4 INV OUT: S19.42 TO PROPOSED 8" SANITARY SEWER CROSSING 525 i 24" RCP 62.15 LF Qa 1.75% PROPOSED VDOT STD. ES -I mommom WITH RIPRAP OUTFALL omm 24" RCP 520 76.74 LF @a 1.63% 30"RCP 30" RCP �o9133LF @ 0.71% o .6�%/O 65.7LF INV. OUT=519.00 515 Ln _�t r- tD � n 00 N Ol 00 00 r- Ln 00 N 00 00 M Ln o0 N rl rl N N Ln N N l� 00 N oO \t N N M Ln Ln Ln Ln Ln Ln 9+75 10+00 10+50 11+00 11+50 12+00 12+50 00 11 u m EXISTING GRADE (TYP.) m Li m l N 0 oo �`° �O STR:16 VDOT STD. DI-3B (L=6) 0 N O 0 O TP=559.83 000 � � °o INV IN: SS2.77 TO 22 I- N o m O U') 565 INV IN: 552.77 TO 18 0 Ln m Ln m N LD rn Ln- > W Ln INV IN: 556.33 TO ROOF6 / > O1 n Lu)) M INV OUT: SS2.67TO 14/ N ;z zp ,L^zo a>>> � zz ,,, z z z - - 56o 56o PROPOSED 8" DI WATERLINE CROSSING PROPOSED GRADE (TYP I 555 555 F15" RCP 3.4' 55.27 LF @1.63% 550 550 15" RCP 28.73 LF Qa o.80% PROPOSED 8" SANITARY SEWER CROSSING 545 545 N O Ln Ln V) 0+00 0+50 1+00 STR-24 - STR-16 O rl 11 m M co o H O I- ~ ko �n O Ln STR:18 VDOT STD. DI-3B (L=12') > 1p � 570 STR:16 VDOT STD. DI-3B (L=6') TP=566.33 ° U-,O INV IN: 559.35 TO 20 11 > TP=559.83 INV IN: 562.83 TO ROOFi1 N z INV IN: 552.77 TO 22 INV OUT: 559.25 TO 16 INV IN: SS2.77T018 INV IN: 556.33 TO ROOF6 - 565 INV OUT: SS2.67 TO 14 PROPOSED 8" DI -WATERLINE CROSSING PROPOSED 8" DI STR:14 VDOT STD. DI-313 (L=8') WATERLINE CROSSING TP=556.83 INV IN: 549.75 TO 16 1.1' INV IN: 553.33 TO ROOFS 56o INV OUT: 546.33 TO 12 STR:12 VDOT STD. DI-3B (L=Io') PROPOSED 8" DI TP=S46.75 WATERLINE CROSSING INV IN: 541.25 TO 14 j INV IN: 539.6oTO 12B INV IN: 543.25 TO ROOF4 / / INV OUT: 539.5o TO io / / 15RCP3.3g% LF � $6.44 15 RCP 3 LF @ 3- 2 15291 VERTICA� GRAPH1.�C SCALE 2.5 1. kD t Ln O 00 �t Ln Ln Ln 00 Ln 4 -t Ln N It N t In 0^ Ln t Ln Ln rl Nt N co t Ln L n Ln 13+00 13+50 14+00 14+50 15+00 15+50 STR-zo TO OUTFALL N rl II 74 555 0 rq 555 S STR:12 VDOT STD. DI-313 (L=io') -o o O TP=546.75 00 o INV IN: 541.25 TO 14 0 °o 0 INV IN: 539.6o TO I2B O N N Lin INV IN: S43.2S TO ROOF4 m O1 Ln� 550 INV OUT: 539 5o TO 10 r Lr)z � >> �I.-zz 545 EXISTING GRADE (TYP.) 545 LPROPOSED PROPOSED 8" DI GRADE (TYP.) WATERLINE CROSSING 1 540 ? 540 Lis" RCP 34.89 LF @a 1.15% 535 535 O N n t � Ln L,l -0+25 0+00 0+50 0+75 STR-12B TO STR-12 25 ( IN FEET ) 1 inch - 5 ( IN FEET ) nnr�0� 1.0' ti5 R � Lk LF ti5ti?2 ci LLnn M L n LLn ^ O Ln Lin d) t Ln Lin O lD LD N LD - lfl Ln Ln Ln Ln Ln Ln 16+oo 16+50 17+00 17+50 18+oo 18+5o 555 00 555 EXISTING GRADE (TYP.) v Ir 0 0 TR:Io VDOT STD. DI-313 (L=6') o 0 TP=543.92 v~i ~ 550 INV IN: 537.42 TO 12 � Ln INV IN: 536.75TO IoB o M CO INV IN: 540.42 TO ROOF3 m INV OUT: 53S•17 TOLn 8 0 p u > 545 CL Ln ~ z 545 PROPOSED 8" DI WATERLINE CROSSING PROPOSED GRADE (TYP.) I540 I 5401 535 11 535 LJ 1S" RCP 28.96 LF Qa 2.59% 530 530 0 00 Ln 0+00 0+50 STR-zoB - STR-zo 1S" RCP 30.8o LF @a 1.04% 555 550 545 540 535 530 525 520 515 19+00 19+25 80 J EXISTING GRADE (TYP.) °m Li 535 0 -0 0 535 V u') O� H o 0 O L1l N STR:4 VDOT STD. DI-313 (L=8') O ^ N Ln TP=S27.58 m L.r.'� INV IN: 522.25 TO 6 � z O 530 INV IN: S20.27 TO 4B � z z INV OUT: 520.17 TO 2 - - 525 525 PROPOSED GRADE (TYP.) PROPOSED 8" DI I I WATERLINE CROSSING -0+25 0+00 0+50 0+75 STR-4B TO STR-4 � H op OS' C 0 T T >Tt-" . U Lie. No. 035791 "t- 14/ 18120 �_''SSJONAL v�� 05 Lu z� M M C) N 4 z Q ' J w C) N w w r n Z Ld J J Q Lu z LJJ 1� LL, Lu F___ LL O p 1 J � � Lu = 0 kj wU 0 Q J z Lu C)� < Lu 0 ul cn I- - 0 uj Lu Q U G JL LI w J m Q O N F_ w I- r, LLj � S d Cn JOB NO. 182152 SCALE 111 = 501 SHEET NO. 14 EXISTING GRADE (TYP.) 555 r. 555 0 74 v M L.L 0 O O 0 l0 MN0 550 �, o O oF- 550 � ���0ri °o Ln 0 m STR:28B VDOT STD. DI-3B (L=6') p o 0 m 00 In > o 't � m� TP=545.33 00 � .. � INV IN: 540.00 TO YD-io N Ln z z z p INV OUT: 539.00 TO 28 545 1a1 >> >> V z z z z 545 PROPOSED WATER SERVICE CROSSING ROPOSED GRADE (TYP.) 540 1.5, 540 00 I I m m p o M 555 ° 555 EXISTING GRADE (TYP.) -o Ln0 F- F- 0'i >> Ln STR:3o VDOT STD. DI-3B (L=6') 0� TP=548-33 � 0° o0 Ln~ INV IN: 541.io TO 3oB M L z O INV IN: 543•oo TO 32 a > > 550 L^ z z INV OUT: 541.00 TO 28 PROPOSED GRADE (TYP.) ING 00 11 d EXISTING GRADE (TYP.) m M 565Ln _° 00 STR:34 VDOT STD. DI-313 (L=6') TP=558.17 0 ,\Ln INV IN: 55135 TO 34B m 100 INV IN: 552.35 TO 36 ran Ln 0 INV IN: 554.67 TO ROOFio C� 11 > INV OUT: 551.25 TO 32 Ln F- z 565 56o L-PROPOSED GRADE (TYP.) PROPOSED 8" DI 555 WATERLINE CROSSING 1.1' 550 550 15" RCP 28.7o LF Qa o.8o% oo 11 m M p m °- -It0 00rl O N N 0 00 Ln > o0 525 r4� z z o 11 1� F-zzz EXISTING G SCOTT R C LLINSZ 2 U Lic. No. 035791,E to w �� 04/18/20 0 00 SA V) Ln S'IONAL E� � 00 00 � "6 > o Ln Ln 525 Oz F- M �� O� 565 PROPOSED GRADE (TYP.) 565 YP.) EXISTING GRADE (TYP.) 1 PROPOSED ITH R PROAP OUTFALL-\ 56o 555 INV. OUT=56o _ 56o 15 RCP 13INV. IN=56o.42 67 34 LF @a o.62 0 PROPOSED INSULATED 8" DI WATERLINE CROSSING 555 L15" RCP m o o o 't 545 545 o ° ° o � Ln m 00 ° o rl 535 50.81 LF Qa 1.97% 535 '� o v 00 � ``° `� 00Ln ul Ln L.0 O `0 L `o M N N Ln O N M Lei" 1 Ln Ln Ln Ln 0+00 0+50 ISTR-28B-STR-28 0+00 0+50 STR-3oB - STR-30 m (�)� Ln In Ln Ln 0+00 0+50 STR-34B - STR-34 VERTICAL GRAPHIC SCALE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH NOTES: OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN 5 0 2.5 5 10 1. ALL FILL TO BE PLACED AT 95% COMPACTION. ACCORDANCE WITH STANDARD SL-1 AS FOUND IN 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. THE 2oo8 ROAD AND BRIDGE STANDARDS. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM IN FEET SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & 1 inch = 5 ft. SANITARY SEWER MUST BE PROVIDED. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET17 FOR HDPE PIPE HORIZONTAL GRAPHIC SCALE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE BEDDING INFORMATION. SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE 50 0 25 50 100 FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE OF 4' OR GREATER SHALL HAVE STEPS IN SPECIFICATIONS, SECTION 302.03(3 ACCORDANCE WITH STANDARD ST-1 AS FOUND IN IN FEET THE 2oo8 ROAD AND BRIDGE STANDARDS. ( ) 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 00 11 v M 0 00 `y' o � 0 525 STR:38 VDOT STD. MH-� o -,~f, TP=519.92 0 � � u, INV IN: 514.io TO 38B m Ln� INV IN: 514.1oTO48 °n, rz0 INV OUT. 514.0o TO EX. CULVERT > > 520 � F z z PROPOSED GRADE (TYP.) 515 15" RCP 15.6o LF @a o.96% 15" RCP 510 48.67 LF @a 3.23% M O n 00 n �.D Ln LH O Ln Ln M i1 m 14- 0 00 Ln Lf) o 0 00 Lr) p O Ln5 2 5 L, z z p Lryn 0 �11 CL»> a 11> v,�zzzF' 520 [ 1� 1 EXISTING GRADE (TYP.) 15" RCP 48.63 LF Qa o.gg% 15" RCP 27.81 LF @a 0.54% w M O rj N ry In Ln 0+00 0+50 1+00 STR-44 - STR-38 510 0+00 0+50 STR-42B - STR-42 20 200 STR:48 VDOT STD. DI-i TP=519.50 PROPOSED GRADE (TYP.) INV IN: 514.55 TO SWM INV IN: 514.55 TO 5o INV OUT: 514-45 TO 38 STR:38 VDOT STD. MH TP=519.92 525 INV IN: 514.10 TO 38B INV IN: 514.10 TO 48 INV OUT. 514.00 TO EX. CULVERT STR:So VDOT STD. DI-36 (L=6') TP=520.17 INV OUT: 514.92 TO 48 520 520 / EXISTING GRADE (TYP.) 515 515 24" RCP 15" RCP 17.o6 LF Qa 2.05% 18.82 LF @a 1.97% 510 510 M 00 c^i Ln Ln 0+00 0+50 STR-So - STR-38 0+00 0+50 1+00 1+50 2+00 2+50 CULVERT 535 N 535 EXISTING GRADE (TYP.) u PROPOSED GRADE (TYP.) 00 U) It 530 Ln 530 H 00 0 M _ Q Ln Ln / l o o Ln , / o Ln Ln OLin Ln ul LNr, O 525 > o Ln L,� z 525 COu, z z p I-- u) j 520 520 515 515 „RCP 1i8.g9 LF C i g9% 510 510 1 O LnLn 1� Ln � LnN � Ory Ln Ln Ln 0+00 0+50 1+00 SWM - STR-48 z a w Z z O J O a z a- H m L J W Q 0 o a: m (10 w W W NO Q � 0 00 r zW J_ Lu w � 0 Z J Q W Y W H z uj w AN I -I L Ln Q W z H� LL IL p 1 � j w o o Q J z_ I..L Q W 0 0 I..L sQ G I..L UJ m w �n W O w JOB NO. 182152 SCALE III _ 50 SHEET NO. 15 41* ♦ ♦ \ a� \ we�z AIM • `` _I YD-9 _ �� i sad CULVERT / \ 'r Waft . 40Pff PROPOSED PRIVATE YARD , LOT 6 \ oft oft I - & ROOF DRAIN SYSTEM e a 41111111, \ / 40, YD-8 / �► � LOTS-_ j V � � � � �♦ -, s6�� � �� �� PROPOSED DRAINAGE DIVIDE (TYP.) � 40'�- / / PROPOSED DRAINAGE DIVIDE (TYP.) s' LOT 4 \ \ - I , , YD-i8 \ � \ \ I LOT7 �� ` - 65 �y I i DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION 20 DI-36 CG-6 10 566.67 19 15 30.80 1.04% 559.67 559.35 RCP 18 DI-3B CG-6 16 566.33 17 15 156.19 4.58% 559.25 552.10 RCP 16 DI-3B CG-6 8 559.67 15 15 82.16 2.74% 552.00 549.75 RCP 14 DI-36 CG-6 10 556.83 13 15 152.97 2.78% 545.92 541.67 RCP 12 DI-3B CG-6 12 546.75 11 18 90.70 2.29% 539.50 537.42 RCP 10 DI-3B CG-6 8 543.92 9 18 54.69 2.14% 534.67 533.50 RCP 8 MH CG 6 0 541.17 7 24 64.06 2.08% 528.00 526.67 RCP 6 DI-3B CG-6 12 534.00 5 24 74.75 1.00% 523.00 522.25 RCP 4 DI-3B CG 6 8 527.58 3 30 91.33 0.71% 520.17 519.52 RCP 2 MH CG-6 0 526.00 1 30 65.70 0.64% 519.42 519.00 RCP 4B DI-3B CG-6 10 527.67 4A 15 27.72 1.12% 520.58 520.27 RCP 10B DI-3C CG-6 8 544.08 10A 15 28.96 2.59% 537.50 536.75 RCP 12B DI-3B CG-6 12 546.92 12A 15 34.89 1.15% 540.00 539.60 RCP 24 DI-3B CG-6 6 559.83 23 15 55.27 1.63% 554.00 553.10 RCP 22 DI-3B CG-6 10 559.92 21 15 28.73 0.80% 553.00 552.77 RCP 36 DI-3B CG-6 10 561.08 35 15 55.41 5.38% 555.33 551.35 RCP 34 DI-3B CG-6 8 558.17 33 15 99.78 5.16% 551.25 546.10 RCP 32 DI-3B CG-6 12 552.00 31 15 54.30 5.52% 546.00 543.00 RCP 30 DI-3B CG-6 8 548.33 29 15 46.01 3.26% 541.00 539.50 RCP 28 DI-3B CG-6 8 544.00 27 15 28.05 2.92% 537.17 536.35 RCP 26 DI-3B CG 6 6 543.83 25 15 25.56 2.93% 536.25 535.50 RCP 28B DI-3B CG-6 6 545.33 28A 15 50.81 1.97% 539.00 538.00 RCP 30B DI-3B CG-6 8 548.50 30A 15 27.97 1.79% 541.50 541.00 RCP 34B DI-3B CG-6 8 558.33 34A 15 28.80 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-3B CG-6 8 521.08 41 15 27.81 0.54% 516.17 516.02 RCP 40 DI-3B CG-6 10 521.00 39 15 48.67 3.23% 515.92 514.35 RCP 38B DI-3C CG-6 8 519.83 38A 15 15.60 0.96% 514.25 514.10 RCP 38 MH CG-6 0 519.92 37 24 117.50 2.23% 514.00 511.30 RCP 50 DI-3B 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 1 T 06 2.05% 514.45 514.10 RCP SWM 0.0 CG-6 0 523.50 24 0.02 2.08% 516.92 514.55 RCP 42B MH CG-6 0 520.00 42A 15 66.17 0.73% 516.75 516.2 S \ ass YD-17 YD-16 64 56� YD i5 e PROPOSED PRIVATE YARD YD-6 '� -�� S ♦ - LOT g - _ . 564 � LOT 3 ♦ ♦ � -. � �_ \` I SYSTEM & ROOF DRAIN 5� M v .4%# = � YD-14 ♦♦, LOT 2 �T , LOT 12 LOT i L 3 LOT 14 L T i5 LOT i6 ♦ ♦ � 'r /� LOT 17 � an �� �� YD-13 We ,� 00 ma ma LOT 1 � -' �l�`r�,A / � F X I XIG & IOWA- YD- ` YD-4 ♦ ♦ 20 ' ° •. 18 LOT 18 \ - .� �'� �6`` ♦,V� \ YD-12 v LOT i 40 - - t 34 36 go-go, - �\ e 1 - , -EMPIRE STREET � � �� - _ �LOT�r� V N LOT 521 -�g'R(J�-�° \ \ 2 • p a � � � , ♦��� ��� � OT � ssz i►i 1\ LOT 511 1 I a y ♦ \ \ LOT LOT 46 4 � , � � i YU LOT 501 1%\ ,� • LOT 23 �i 7 PROPOSED PRIVATE LOT 45 ROOF DRAIN SYSTEM 3 LOT 41 YD- l / LOT 44 V PROPOSED YARD DRAIN 22 ftw � # ♦ ♦ z8B -- PROPOSED io' PRIVATE \ LOT 4 '. s - M M 5 ♦ \ / 40 DRAINAGE EASEMENT i6 ` \ YD-i 3oB PROPOSED PRIVATE YARD ` I._ - ROOF2 - - , - LOT io & ROOF DRAIN SYSTEM 1 1 \ \ 43 B 12B -10 \ LOT 471 I \ - \ - 559B 26 \ \ a I - � TW 557 -. - _ __� A :-=5568W - . 2 .-� - \ \-_ V ---_- --- - - - - - - - -- = LOT T YD-2 W DE STR T , (r; PUBLIC Ri �� �! �'`.� 10 ww h 6 24 i�-� � VV LOT - r S` - - 5 L 25� _ - i _ 12 � _ 4 • . i, 26 s - - -- o a G � - _ \ \ LOT i � 1 \ - • LOT 2 3 �I LOT 27 YD-20 LOT 33 3 1 LOT 34 LOT 37 LOT 36 LOT 35 1 LOT 1 LOT o LOT39 LOT 38 4 - /��m �5 � L�T 2 4 4 � � 1 �5 z LOT 28 � 55$ 554TW 553dB 553BW 99iTW 48T 545TW 54zTW - LOT 2C� t 552 BW SSo BW �54 BW 54 544 54?B 54o BW -__ ,� i i' - � /^I t � Structure Area (Acres) Cw tr (Min.) 2 0.00 0.90 5.0 4 0.09 0.70 5.0 4B 0.15 0.60 6.0 6 0.20 0.75 5.0 8 0.00 0.90 5.0 10 0.22 0.70 6.0 10B 0.18 0.50 6.0 12 0.28 0.75 6.0 12B 0.35 0.65 6.0 14 0.21 0.70 6.0 16 0.18 0.80 5.0 18 0.54 0.75 6.0 20 0.35 0.70 6.0 22 0.30 0.75 6.0 24 0.04 0.60 5.0 26 0.05 0.75 5.0 28 0.12 0.70 5.0 28B 0.03 0.60 5.0 30 0.14 0.70 6.0 30B 0.09 0.70 5.0 32 0.21 0.75 6.0 34 0.12 0.70 6.0 34B 0.12 0.75 6.0 36 0.28 0.65 6.0 38 0.00 0.90 5.0 38B 0.06 0.85 5.0 40 0.22 0.70 5.0 42 0.16 0.65 5.0 44 0.50 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 ROOF 1 0.16 0.90 5.0 ROOF2 0.06 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 �zH W SCOTT R. LLINS'Z ,C-) Lic. No. 035791 04/18/200-- '11�1-1I0NAL ECG WIA 3 w Z z , O J z a O U U, J w Q 0 z o> ul � m w � W C� a w Q o 0 N o 0 00 Lu z� d� M M N 4 z sUj Of Q - - U S , J LU �c ♦� LU L.L 40 Q 1..1..1 42 s��� SWM GRAPHIC SCALE � � �; 38B � ♦� -00 #* o -- _ 40 _ �20---- 4080 - - 160 - h � m .0 � N ---- - z _ 1 I' 48 - 42B 1 - $zz - \ - I mch 40 ft. ♦ / � anORI _ on 38 50 m Mir BAR'- 13 -- E ----_ - STAT R E _ 7 RCP - -- I ; _ -� / W 2-- - -- - w CN CN °- N LU W < ~ YD-21 J J J \� Q �- > z W �--� Q LU� PROPOSED PRIVATE YARD O w \\ & ROOF DRAIN SYSTEM ' n Z Q = O z_ �O Q \ ` w J @� `1� Q _ w PROPOSED PRIVATE 530 ROOF DRAIN SYSTEM - - I I I I 524 i LOT 30 1 ♦44 u PROPOSED DRAINAGE DIVIDE (TYP.) ,, �! 2 U - � w O LU� _ cn -_ JOB NO. - 182152 -- -� SCALE 111 _ 401 \ SHEET NO. \ \ � 16 PIPE DESIGN Design Storm Year = 10 15 SC R. LLINS� Lic. No. 035791 �� 04/18/20 w� � I ANAL z f- Z0J Z U J W Q m w cn J z N a 0 CV) M , N Design Year: 10 Project: Berkmar Overlook Job 9: 182152 Prepared by: AMLPE z 1 \ � J � Q J z u J ~ � Q O U O V J W Q ���/� > VJ O W Z w�/ - �/ ) J w �c w J � m Q O N LU w W a � JOB NO. 182152 SCALE N/A SHEET NO. 17 n = 0.013 pipe Hydrology Pipe w a S v w � 7 � � E U C f6 N C (0� a)� U 0) U) � N w � C CL O � C N U L UCi )m o E n > o > > 16 0.12 0.70 0.08 1.12 6.40 6.24 7.0 z w w z c� z w cn z O O 0 c 0 U L Q 0 c 0 0 U 0 a c 0 c 0 U 0 U 0 0 c 0 0 T c 0 0 v 0 0 V C O 0 0 0 Q a H � CD co SC OTT R. LLINS� Lic. No. 035791 � 04/18/20 w� � I ANAL ���tCU z Z O No W z0 a � U � W w U w `j J a z w J Q � m � J Q - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr z w a o 0 N o co M - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr STRUCTURE DRAINAC� M INLET TYPE AREA PERI42 W WQ N 1 0 N > LIJ J J 2 z Q W � Cn J Q z LL 0 J z 0 Q J U J U (� Q Z W Uj Q � * gutter longitudinal slope of 0.001 should be used in a sump condition =grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities Z � W W > 0 0 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. JW J � Q O N W m H LU O a w w U) JOB NO. 182152 SCALE * gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr depth conveyance to the facilities NSA SHEET NO. 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. � 8 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 Hydrology Curb and Gutter Inlet � � U (6 w N O_ C N tz � � O D1 N � � � N � v � w C O j N N 3 + O ip >, Q � (6 d v `m m o c � 0 n rn c o > 3 D o o a rn c o U m > o o m w � m rn � ci L �° CU o � 3 m +� � '� B J �i O C O O O O O 3 O N p X O Q (n 6 a > cJ u Cn in w ii Q ci cQi cJ uS u3i in r in of c Cs1 4 3B 8.0 0.09 0.70 0.063 0.25 0.00 0.25 0.0812 0.0200 2.0 0.0833 4.1650 2.69 0.99 3.5192 0.1466 0.1652 5.90 1.36 1.00 0.25 0.00 46 3B 10.0 0.15 0.60 0.090 0.36 0.00 0.36 0.0812 0.0200 2.0 0.0833 4.1650 3.07 0.99 3.5192 0.1466 0.1652 6.85 1.46 1.00 0.36 0.00 6 3B 12.0 0.20 0.75 0.150 0.60 0.00 0.60 0.0996 0.0200 2.0 0.0833 4.1650 3.58 0.97 3.5192 0.1466 0.1622 9.12 1.32 1.00 0.60 0.00 10 3B 8.0 0.22 0.70 0.154 0.62 0.00 0.62 0.0200 0.0200 2.0 0.0833 4.1650 4.88 0.88 3.5192 0.1466 0.1490 5.99 1.33 1.00 0.62 0.00 12 3B 12.0 0.28 0.75 0.210 0.84 0.00 0.84 0.0505 0.0200 2.0 0.0833 4.1650 4.61 0.91 3.5192 0.1466 0.1534 8.86 1.35 1.00 0.84 0.00 126 3B 12.0 0.35 0.65 0.228 0.91 0.00 0.91 0.0505 0.0200 2.0 0.0833 4.1650 4.75 0.90 3.5192 0.1466 0.1520 9.22 1.30 1.00 0.91 0.00 14 3B 10.0 0.21 0.70 0.147 0.59 0.00 0.59 0.0603 0.0200 2.0 0.0833 4.1650 3.90 0.95 3.5192 0.1466 0.1593 7.87 1.27 1.00 0.59 0.00 16 3B 8.0 0.18 0.80 0.144 0.58 0.00 0.58 0.0223 0.0200 2.0 0.0833 4.1650 4.67 0.91 3.5192 0.1466 0.1534 5.92 1.35 1.00 0.58 0.00 18 3B 16.0 0.54 0.75 0.405 1.62 0.00 1.62 0.0339 0.0200 2.0 0.0833 4.1650 6.36 0.80 3.5192 0.1466 0.1373 11.07 1.44 1.00 1.62 0.00 20 36 10.0 0.35 0.70 0.245 0.98 0.00 0.98 0.0233 0.0200 2.0 0.0833 4.1650 5.65 0.84 3.5192 0.1466 0.1432 7.81 1.28 1.00 0.98 0.00 22 3B 10.0 0.30 0.75 0.225 0.90 0.00 0.90 0.0223 0.0200 2.0 0.0833 4.1650 5.52 0.85 3.5192 0.1466 0.1446 7.39 1.35 1.00 0.90 0.00 24 3B 6.0 0.04 0.60 0.024 0.10 0.00 0.10 0.0162 0.0200 2.0 0.0833 4.1650 2.53 0.99 3.5192 0.1466 0.1652 2.42 2.48 1.00 0.10 0.00 26 3B 6.0 0.05 0.75 0.038 0.15 0.00 0.15 0.0200 0.0200 2.0 0.0833 4.1650 2.88 0.99 3.5192 0.1466 0.1652 3.11 1.93 1.00 0.15 0.00 286 3B 6.0 0.03 0.60 0.018 0.07 0.00 0.07 0.0353 0.0200 2.0 0.0833 4.1650 1.96 1.00 3.5192 0.1466 0.1666 2.70 2.22 1.00 0.07 0.00 30 36 8.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0814 0.0200 2.0 0.0833 4.1650 3.17 0.99 3.5192 0.1466 0.1652 7.10 1.13 1.00 0.39 0.00 30B 3B 8.0 0.09 0.70 0.063 0.25 0.00 0.25 0.0659 0.0200 2.0 0.0833 4.1650 2.79 0.99 3.5192 0.1466 0.1652 5.54 1.44 1.00 0.25 0.00 32 3B 12.0 0.21 0.75 0.158 0.63 0.00 0.63 0.0814 0.0200 2.0 0.0833 4.1650 3.79 0.96 3.5192 0.1466 0.1608 8.81 1.36 1.00 0.63 0.00 34 36 8.0 0.12 0.70 0.084 0.34 0.00 0.34 0.0659 0.0200 2.0 0.0833 4.1650 3.11 0.99 3.5192 0.1466 0.1652 6.25 1.28 1.00 0.34 0.00 34B 3B 8.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0659 0.0200 2.0 0.0833 4.1650 3.19 0.98 3.5192 0.1466 0.1637 6.47 1.24 1.00 0.36 0.00 36 3B 10.0 0.28 0.65 0.182 0.73 0.00 0.73 0.0429 0.0200 2.0 0.0833 4.1650 4.51 0.92 3.5192 0.1466 0.1549 7.90 1.27 1.00 0.73 0.00 40 3B 10.0 0.22 0.70 0.154 0.62 0.00 0.62 0.0348 0.0200 2.0 0.0833 4.1650 4.40 0.92 3.5192 0.1466 0.1549 6.92 1.45 1.00 0.62 0.00 42 36 8.0 0.16 0.65 0.104 0.42 0.00 0.42 0.0348 0.0200 2.0 0.0833 4.1650 3.80 0.97 3.5192 0.1466 0.1622 5.70 1.40 1.00 0.42 0.00 50 3B 6.0 0.10 0.60 0.060 0.24 0.00 0.24 0.0217 0.0200 2.0 0.0833 4.1650 3.38 0.98 3.5192 0.1466 0.1637 3.91 1.54 1.00 0.24 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet C � w a Q U N w N C N Q � � C � C O � y � i9 N � N N N + m � `m 0 3 y w L o U 3 m � � x w o c � � o 3 � °� w m o rn c o U � � 3 -o m o 3 r � � � 0 m c c d � m X � > n 16 � � H o C f6 m QJ O � D (IN) FLOW TYPE (FT�� ETER (FT) A (ACRES) C I (IN/HR) Q (CFS) 44 DI-1 2.33 10.00 0.50 0.35 4.00 0.70 1.0 WEIR FLOW 44 DI-1 2.33 10.00 0.50 0.35 6.50 1.14 1.4 WEIR FLOW 44 DI-1 - 50% clogged l .17 5.00 0.50 0.35 4.00 0.70 1.6 WEIR FLOW 44 DI-1 - 50% clogged 1.17 5.00 0.50 0.35 6.50 1.14 2.1 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 in a 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 Q U _ O O_ � C O O L N v N � N L p U w C N U O U c � O 3 U -p O_ (6 C 76 U N W "O 01 N 'O N y left 0.05 0.50 0.025 0.16 0.00 0.16 0.0200 0.0200 2.0 0.0833 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 combined flow 0.6 0.08 0.171 3.92 106 3C 8.0 left 0.07 0.70 0.049 0.32 0.14 0.46 0.0200 0.0200 2.0 0.0833 4.1650 3.81 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 combined flow 0.7 0.09 0.190 4.36 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 STRUCTURE DRAINA(� D FLOW TYPE INLET TYPE AREA (FT PERIMETER (FT) A (ACRES) C I ( Q Z w w z c� PLANT LIST SIZE CANOPY QUANTITY TOTAL ( I \� 1992 3.38 County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1� �' g 0� T� SYMBOL BOTANICAL NAME COMMON NAME CANOPY TREES AC ACER APESTRE TVELYN' EVELYN' HEDGE MAPLE 2-1/2" Cal. 3-1/2" cal. 2-1/2" Cal. i 10 12 ht. „ 3-1/2 cal. „ 2-1/2 cal. TGUM 10-12'ht. 10-12' ht. 2-1/2" cal. / 2-1/2" cal. 3-1/2" cal. ' 10-12'ht. 2-1/2" cal. 6 7' ht. 230 510 214 195 535 289 206 299 370 419 419 397 366 124 6 14 7 18 18 6 13 4 12 19 18 10 8 10 1380 7140 1498 3510 9630 1734 2678 1196 4440 7961 7542 3970 2928 1240 DOUBLE STRAND#12GAUGE WIRE WITH RUBBER HOSE&TURNBUCKLES \�� �- 2"x2" HARDWOOD STAKE \\ \ CUT & REMOVE BURLAP FROM TOP i/3 OF BALL AS SHOWN � � SCARIFY SUBSOIL TO4"MIN. DEPTH �~ MULCH SAUCER J �\ FINISHED GRADE 4„ I TREES U P TO CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE i HT. of TREE l AND TURNBUCKLES. LOOP HOSE _ I _ AROUND TRUNK ABOVE BRANCHES =I II: III -I AS SHOWN, FLAG WIRES WITH _ -� III - COURVEYTAPE. REFER TO SPECS = - III - =� \ I �� y> , / f / \ �� � /�I �/ \/� ( �; \� \ \\\ I� I I\ VV � ' � � �� \ �\ \I �� / 1 / 1 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 TAKE ALIGN 00 STAKES,BOARD TOP OF STAKES FENCING AND ARMORING I I DRP UNE I I I I SNOW FENCE I I / I r*t I I FENCE 0W 1. The following items shall be shown on the Win; fez Treestobesaved; 23Limits of clearing (outside duphneoftrees tobesaved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2. Mar s: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. El No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ZI Tree reservation and rotection measures shall be reviewed with the contractor on site. P P 4. Equipment Operation andStortraf $7 Heavy equipment vehicular traffic and storage of construction materials including soil shall not be perm tted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall notadvetselyaffecttreestobesaved. 6. Fires: ZI Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ���SCOTT R. COLLINS'7, U No. 35791 � �SSIO EOM NAL AR ACER RUBRUM OCTOBER GLORY OCTOBER GLORY RED MAPLE AS ACER SACCHARUM GREEN MOUNTAIN GREEN MOUNTAIN SUGAR MAPLE ASL LEGA Y SUGAR MAPLE ACER SACCHARUM TEGACY' BN BETU N IGRA RIVER BIRCH C K CLAD ASTI S K E N TU K EA AMERICAN Y E LLO W W 00 D LSR LIQUIDAMBARSTYRACIFLUA ROTUNDILOBAAMERICAN SWE QB QUERCUS BICOLOR SWAMP WHITE OAK QC QUERCUS COCCINEA SCARLET OAK QP QUERCUS PHELLOS WILLOW OAK QS QUERCUS SHUMARDII SHUMARD OAK LAP PRINCETON ELM ULMUSAMERICANA'PRINCETO UPA ULMUSPARVIFOLIA ALLEE ELM UNDERSTORYTREES CFA CORNUS FLORIDA APPALACHIAN SPRING DOGWOOD MG MAGNOLIA GRAN DIFLORA TITTLE GEM' LITTLE GEM MAGNOLIA 6-7' ht. 6-7' ht. 82 77 23 4 1886 308 j LI - - -III=_ =III=III III- II ;IIII FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE V �\ y\\ Jj ��� III �+ I MULCH SAUCER j III// /� �JI AMENDED SOIL MIX / I\ /�1A / M CORD FENCE PLAsnC FENCE CORRECT METHODS OF TREE FENCING R) Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8, Protective Fencing: ® Treestoberetained within 40feet ofaproposed building orgrading activity shall beprotected byfencing. � Fencing Coun Inspector to din be in lace be inspected b County PS PRUNUS SUBHI RTELLA 'AUTUMNALIS' AUTUMNALIS CHERRY SCREENING MN ILEX`MA RY NELL' MARY NELL' HOLLY 4-5' ht. 44 10 440 //I II\ ;I 1 -III- II -III I I y' I + VI f I � � � shall and shall and approved a prior or construction. g p p pp y p P grading 9. Tree Wells: ® When the ground level must be raised within the dripline ofa. tree to be saved, a tree well shall be provided and a construction detail MV MAGNOLIA GNOLIA PV PINU V RGW ANAICA VIRGINIA PINE 4 5' ht. 79 37 2923 Tree Planting and Staking Detail III- =III 4 II IIIIII t submitted for approval. U) JV JUNIPERUSVIRGINIANA EASTERN RED CEDAR 4-5'ht. 79 34 2686 Not To Scale 1=1 _ \ CUT AND REMOVE BURLAP FROM TOP s/3 O F BALL AS SHOWN r `� IO.TreeWalls: SHRUBS ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. z O Q CJ CALLI ARPAAMERICANA AMERICAN BEAUTYBUSH 24" min 12 78 936 -- _ _ _ - -III-III-III- SCARIFY SUBSOIL TO4"MIN. DEPTH 11. Trenching and "Funneling: IC ILEX RENATA'STEEDS' STEEDS HOLLY 4-5' ht. 44 93 4092 1 -III- = =III: COMPACTED SUBGRADE ( 1 !/ A L - �0N" ZI When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling � U � CD 'SHAMROCK' I G I LEX G LA B RA SHAMROCK IN K B E R RY HOLLY 24" min 30"min 4-5 ht 23 22 36 24 24 7 TOTAL: 552 528 252 72044 Evergreen Tree Planting Detail Not To Scale .,w w+ CORRECT TRUNK ARMORING NoZ3 TRIANGULAR BOARD FENCE under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleannn: Pmte ivefencing shall bethe last items removed during the finalcleanup. 13. Dama Trees: XI D ed trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. w L ZO - Ln w Q 7 ~ VB VIBU NUMXBURKWOODII BURKWOOD VIBURNUM VP VIBU NUMX PRAGENSE PRAGUEVIBURNU Source: Va. DSWC Plate 3.38-2 NOTE: IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION Uj Cj REQUIREMENTS. III - 401 4/18/20 OWNE SIGNATURE (DATP:) y\ LOT I I I � _ i 3 LSR- • ,� /, -` 43 \ D ,.. L CONTRACT PURCHASER SIGNATURE ( AI ) LOT \ 511106Page lofl \ 47 y ° I -3 UAP I L � TMP 45 82A Conservation Plan Notes: = ya-- - - ---- ----% -- \ '-� \ LOT 24 35IC 1 N/F THIRD MESA LLC \ DB 4841 PC 138 -- J=--_ ° o --- g - • / --- - 3QS___----- - .._�-.. - ,N _��° -\� - \ - \ � \ ` \ \ � � / 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 i w + ( _ - w' _ \ �� � , '` �\ � \ c J / / DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACT OR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT 2 LSR /i #-------� 3 AS _�------ �- - ----- --- EDE ST�RE� --- ------ -- - ----- ------- W P w � -� - ,,: + �' ', o ��� - � � 5 X S v \ LOT 2 � 5 \ \ / � HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION ----------_ _ ___- ?-- ---- % W _ i = y o �, \ - ` - ll��,, \\ �\ - - PERMITTED WITHIN THE OUTSIDE DRIPLINE OF MATERIALS AND SOIL SHALL NOT BE PERMIT TREES To BE PRESERVED AND PROTECTED. w N \ ___._- W_/W w w „w \II I�, \ -- -� e _ I •-.1 - o - ° - \.\ � - I r\ \� I � \ \ •.• > \ 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORM WATER Q �i .., - ° ° •° ,� - �-- _ _ �, I - ° \\ THAT THEY SHALL MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH T d- w,- - LOT 26 NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED - - _ 2_ASL- - - - - - - - - ��i - - \ I = \ j \ \ \ - I � \ = - - TMP 45-81 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. - 1 3QP ---- \ \ \ 1 - IJ NSF THIRD MESA - � - ---- - LLC 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE LD - DB 4841 PC 138 OF TREES TO BE PRESERVED AND PROTECTED . V�_ iAR �I \ 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HASLOT �I 1 1 I- \ BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. I LOT 11 ` 3 ASL li . I I � / \ \ i j I I 32 I' LOT 33 1 � I I _ I / / 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, OR OTHER UTILITY SERVICE NECESSARY WITHIN LIMITS OF = co 6 PV � t4 I h I LOT 34 � Zz IC y- '�� " i I L'ill� iIASL LOT 2 I I �� T I I I 7 I A � � TELEPHONE, IS THE TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS �_ - � CY) � LOT 35 I LOT � (1�, ��i� I � � � � � I _ -- OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE CDIAMAGEHEN COUNTY 3 Jv�,� - LOT Lf1 LOT 40 v LOT LOT 39 LOT I 38 LOT 36 37 II - -1 (�� ; U ; �'` 9 u ,� i I ��� _� I - 1 � TREEES TO BEPRESERVEDANDENCHING PROTEC PRLL SIGNIFICANTLY FEEDER ROOTBSYOFHE OTECTED. 8. ANY DAMAGE TO THE CROWN TRUNK OR ROOT SYSTEM OF ANY TREE TO BE d. L}2 ' �' � � I '� _ �1 II I �I '� 2AS PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH � / r + THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR LOT 28 SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE z I SPECIALIST. N -- - - SOILS ID HAVE BEEN AND LL BE D BY G HOLES OVER THE ROOT ZONES OF R12" PNAIRON THE J a `1 18" OVER THE ROOCH DEES EEP BAR EVERY BE R SHALL BENDRIVEEN T ZONE. MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. -- �- - - - - ��� I _ _ ��� z QP11 LIll - I 1 I N LOT 29 - - - - - - - - - -- Z C� a 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSIONLU CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. - , _ o _ o y I NOTES: ^ - - - 1 I I J 29 CJ 36 IC o -= - " _ - :: r \ I 1. SLOPES GREATER THAN 1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH 3: J z . - EN SPACE-B'- 4 BN i° i u :- �� 1 i I LOT 3O I 0.39.9 ACRES - _ �I 1 ��� I �� ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER Z,000 SF. �_ i J Q n ° \ 45-86 ALBEMARLE SOCIETY FOR THE \ TMP 45-112F - OPEN SPACE HEREBY I MATC DEDICATED TO TF�E. HOA ASL , - '� \ V IvI - J __ s , 1 ACEA 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL U) J PREVENTION OF CRUELTY TO \ N F FOUNDATIONS LLC I \ . 0,608 AC I- �.L ' n ANIMALS INC CIO FOUNDATIONS CHILD DEVELOPMENT SEE SHEET 20 � 5 AR �4 - I , I � - , � - - S - S A H R CFA I_ HEALTH OF THE PLANT. O V z DB 2096 PG 111 DB 2834 PC 1 + ; �� °�i _PEN I�� �;_ -= ,; - I O THE H0. - 1 3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN 1,650 SF OF PRESERVED - - , -- v - - - \" o. ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY _! - TREE CANOPY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION THE VIRGINIA SOCIETY OF � Q PROPOSED TREE _ I o I I 1 UAP �,, l \ 4 CFA - \ LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA = U O PROTECTION FENCING ��' '� *���-`_�� , � DEPARTMENT OF TRANSPORTATION. i J � NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR _ i „ � � 1 ` 0 ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES MUST BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT - i� �_ I '\ iQP'. \ PROPOSED SWM ,:° , FACILITY a � ` ' � � � ° � � � a ` ` ` \ I 2 CK � NOTE: 1. STREET TREES PROVIDED4o'O.C. ANDS' -so' FROM PROPOSED UTILITIES. z. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE LU LL LU z Q LINES AND ACCOMMODATE PEDESTRIANS. \ -�,_ r a - , , __ � o \ - - d MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS Ln IO \ ' -- - /. - - _ _ i ASL CFA 4 S 6 AC �_ . p _ 3 ` - , - -_ - - - - ANDTREESSHALL BEPRUNED MINIMALLYANDONLYTOSUPPORTTHEOVERALL HEALTH OF THE PLANT. 3. TOTALSTREET FRONTAGE _ ,885 3 REQUIRED STREET TREES: 98 (1 TREE PER EVERY 40' OF STREET FRONTAGE) I_ w Q - w - - ��-,- \ PROPOSED STREET TREES: 99 ZUj a 1 / ��� 2CK - - - - � V ` -- NOT ALONG EMPIRE STREET E• z,z35' OF STREET FRONTAGE REQUIRED STREET TREES:31 _ / I a° o __ -_ - - - -� - _ PROPOSED STREET TREES:31 C%) " _ _ _ -- - -- l _ � r _• • - - _ - - - NOT E: 91 F STREET FRONTAGE 5' O ALONG SWEDE STREET REQUIRED STREET TREES: 23 PROPOSED STREET TREES: �►% - --_ ---- 23 ' NOTE: 800' OF STREET FRONTAGE ALONG MARSAC STREET Lij = _ - REQUIRED STREET TREES: 20 PROPOSED STREET TREES: 20 N NOTE: 720' OF STREET FRONTAGE ALONG WOODBURN ROAD � - - - _ - - REQUIRED STREET Ur \ \ ; - - _ _ __ _- - -- \` PROPOSED NOT LONG BERKMAR DRIVE NOTE: 35' OF STREET FRONTAGE A REQUIRED STREET TREES:6 PROPOSED STREET TREES: 6 0 Q O '! AR D __ VE __ -- - 4. PARKING LANDSCAPE REQUIREMENTS - KM BER _ -� �- _ BERKMAR � DRI _ � TE _1-403 - 5 REQUIRED PARKING LANDSCAPING = 3.6 PARKING SPACES Qa 1 TREE / 10 SPACES = 2 TREES REQUIRED - ----" - � - _ \ TOTAL TRESS PROVIDED ADJACENT TO PARKING SPACES = z6 TREES PROVIDED U., TOTAL ACREAGE OF SITE: 8.778 AC =' p w / - GRAPHIC SCALE TOTAL RECREATIONAL ACREAGE: 0.354 AC TOTAL CIRCULATED ACREAGE REQUIRING CANOPY: 8.424 AC (8.778 -0.354=8.424) JOB NO. - - - DENSITY: 6 UNITS/ACRE 182152 -' ao o is 30 so 20 REQUIRED CANOPY: 73,390 SF (.20 * 8.424 AC * 1 AC/43,560 SF) SCALE TOTAL DESIGNED CANOPY: 72,044 SF 111 = 301 IN FEET ) CONOPY BONUS (PRESERVED CANOPY): 1,650SF SHEET NO. --- - 1 inch = 30 ft. TOTAL CANOPY COVEREAGE: 72,044+ 1,650 = 73,694 SF 19 --- ---- cj z w w z z w to z J J O O O v rn c 0 0 in 0 N Ci x a� 0 0 0 U 0 U 0 C_ a 0 U 7 U) C 0 U 0 _0 S- 0 C_ _n TMP 45-76A ESTES, ISABEL T ��_ j 6 MG " JV 6 OPEN SPACE G DB 308 PG 386 - � TMP 45-76D 2 MV 2 QC o.io3 ACRES BRANDY, JOHN E B ' - OPEN SPACE HEREBY DB 1628 PG 128 7 PV DEDICATED TO THE HOA DEDICA \ SCOTT R. COLLINS'� - - No 35791 OPEN SPACE F TMP 45 84 k 45 84A2 6 VB � � 3 IG �� , _ �_�� o.082 ACRES E5 i UPA i -„ = OPEN SPACE HEREBY ALBEMARLE SOCIETY FOR / / / I _ - - _ �IoNAL E / 3 DEDICATED TO THE HOA THE PREVENTION OF / / IG ' CRUELTY TO ANIMALS, INC / '', , �' • \`-- i DB 2096 PC III / / / / �` _ ` I TMP 45-76 LOT 6 3 G- I WEBER, LEWIS A LIVING TRUST rn= ` DB 4998 PG 441 2 AR I TMP 45-76B - JOHNSTON, JACOBA KAY x �7MG \ 2 QP j _ 5 uPA DB 3677 PG 444 LOT 5 lac LOT 4 : / 6VB t � 3OS = 2QP _ i QC �(� �.. E \ 6' LANDSCAP �', ,r � / LOT 7rn l`� - ` SEM T - q �EA EN - 6' LANDSCAPE --- _ EASEMENT \� - OPEN PACE w A / — Q -•___• , _/ x o �6 CRES J _ , s, LOT 8 / - - - _- � OPEN SP CE HEREBY=-=- � � _ a o G TMP 45 75 / s - �'DEDIC T TO THE H >, v _ s — - 0 .� 3 I Lu �n U m - _ WEBER, LEWIS A LIVING TRUST 9 MV DB 4998 PG 433 V1 z 26N Q - ----- — — — -- i8Lu — — — � I � LOT 3 .,� � � �y Pv � � LOT Zo o . oP -3 IG 7 LOT 11 op / � v LOT 2 OPEN SPACE E _ q ACRES LOT 12 077 A LOT 13 LOT 1 0 o e / � OPEN SPACE HEREBY � 4 LOT 15 �\ I A DE DICATED TO THE HOA o B LOT 16 6VB LOT 17 w p LOT 1 o• e �1. 5 OP_- PROPOSED FENCING a� 2 BN i BN / 3IG EXISTING- = CEMETARY - y r S - = - - - - _ _ LOT 18 U-i CIA I � C — — -- T D FENCING 0 \ o° • Q.�_ \ XISTIN AR PROPOSE 1 Q 4 QS \ META Y 2 BN — X_ LOT 1 s - : . a g _ 0 oi` s OPEN SPACE H e I b • o 0.432 ACRES - LOT 20 _ 1 _ OPEN SPACE HEREBY I ET - 1 - - 1 3 UAP MPIRE SIRE_ - --- �� �` \ -- DEDICATED TO TLu HE HOA 1 LOT 2 G - — - ❑ — PUBLICS • t� S . 5 o , - , � LOT 21 � �, -, vU 5 2 BN 1 J 1 • i / - - 1 C � C'7 1 `' I o �r o o �� _ �` ��' y \ - LOT 1 1 oc _ — — � _ -- = - _ --- � _ �„ . / . � '�� �\ 1 5 -- I `� _ - - LOT22 TMP - rn - ' 45 82 CV NSF THIRD MESA, LLC ' 1 _ - - - \ � � I I � -{- �� 4 Qs ��_4 �sR �� � • i �v B 500 � � 0 ,. I LOT 46 ��\ 2 � s �G 6 7 JV \ 1 N 1 I LOT 23 LOT 50 I � � I� I _ a CV P— - I so MN / 3 UAAR 1! 2 LSR/ _ I I PROPOS ED T 45 2QC RECREATION \ y CV FIELD „ �� �'��I A �, Q L.L.I V LOT 49 > OPEN SPACEC / 0.354 ACRES 4 QB � LdloP I I I �V v 11 1 I a o i QS I I LOT !+4 -OPEN SPACE HEREBY -- DIC TED ?,THE HOA _ DE I N P \ LOT 48 > <Q 1 \\ i 2 UPA A - I J TMP 45-86A \ \ \ :1\ I _ I / "LSR ; = "►� �` \\ \ �L � e I a__ ,;- I ALBEMARLE SOCIETY FOR THE \ 1 I \ / j i \ I LOT 43 I I PROPOSED ASL TOT LOT # `� \ 3 PREVENTION OF CRUELTY TO 1 LOT I \i ANIMALS, INC 1 47 \ I r f! I �\ I -- - 3 - / _- \ \ I o � 1 DB 5108 PG 549 � 1 / 17 I � _ • �,o • TMP 4 82A �I LOT 24 35 IC 1 N/F THIRDMESALLC = Q Q . ° S \\ \� \ DB 4841 PG 138 = _ - l ----�-z- - REE — + 35 . I EDE 5= 1 �1 LOT 2 v W _ LL, z - -� �� 1 PUBLICRILn I 2 LSR' ASL ���- - '� ��S� �- vv \ - F - v 0 0 e • o- \ LOT 26Z s v s s � — '2 LSR �'v _ — — � _ � ��� � li � I �\ \ _ • ., �� l .,l ,. ; s _ — - _ — — -- — . f — — `fir \ Q \ � \\\ LLI - — - -- - _ 2 A_ SL— TMP 45 81 'I \ — Lu - 1AR -- I --- I/ ��I� �� �� ,--- °C _ _ � 1 3'QP �. •o � y� � \\\ � 1 '� �I� NSF THIRD MESA LL � _ - ---- - DB 4841 PG 138 _ ---- -- iO �1I I iAR `� A — Y1 LOT 1 I— W /' II �� 3 `� SL�I 11 I I II vavv / v vv J I NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR ` - I LOT 32 '� 3A, , I,CO ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES LOT 33 Lu ;'� I / v 6 PV ` I 12 IC", i ASL I LOT 2 MUST BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET LOT 35 ' I , LOT 34� I 7 I _ ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT `v ` II LOT LOT 36 �I LINES AND ACCOMMODATE PEDESTRIANS. Jv T \ LOT 39 LOT 38 37 I, 9u - 1 _ LOT LF1 LOT 40 — I h (D N LOT 42 i 2As CD LOT28 N -- — \ b I \ —\-- — — — —I— — — — --- ---- ----� _ -- = -- - — d ---------- — — I ----- � — — v -_--_ �-x�_ PII , II, 1 � � LOT 2g _ \\ 2 Q , � III2CKI \ o - t I GRAPHIC SCALE\_29CJ 36IC o /a_ \ OPEN SPACE B 4 BN I LOT O JOB No. 15 30 6 - - I 3 I I - 182152 '' � o ° _ 0.399 ACRES _ I � I I TMP 45-86 OPEN SPACE HEREBY v -� A \ 1 / I I SCALE - ALBEMARLE SOCIETY FOR THE \ TMP 45-112F MATCHMk DEDICATED TO THE HOA i ASL'I \ - _ - - - - - J - 30 ACE A III- FEET PREVENTION OF CRUELTY TO N/F FOUNDATIONS LLC RE = ` . o.6o8 AC SHEET NO. i �n 30 ANIMALS INC \ CIO FOUNDATIONS CHILD DEVELOPMENT SEE SHEET1g 5qR , ��� II i — , 3CFA til � I — s s s, DB 2096 PG III / DB 2834 PG 1 , �� �- i 1 of I ° ,v -PEN A H REB + N I ., O THE HOA - - - 20 570 570 570 570 565 56o f LINE OF SIGHT (TYP.) ' 1565 HT. OF OBJ-3.5' 56o 555 �0��,�p� � 555 550 � i 550 EXISTING GRADE (TYP.) / 545 / HT. OF 545 /EYE=3.5' 540 540 i 535 / �P�O 535 PROPOSED GRADE (TYP.) 530 530 I 525 525 HT. OF OBJ-3.5' L__� 520 520 515 515 Ql H Ol M �' I� H Ol N N Ln O rl N R O. M 00 O N H Ol ci N M 00 M N M Ol L!'1 O iri 00 O N fY 1 n l0 O O M 00 61 dl O 41 Ln rY 1 a1 M rj ri N N -t It 't �1" W) V) LP l0 Ln N Lf1 N Ln N L(1 M Ln M L(1 Lh Ln 4n Ln Lf1 It V) Ln Ln Ln L!1 l0 L!1 Ln L(1 Ln Ln Lf1 L!1 Ln Ln L!1 Ln Ln 0+00 O+r O 1+00 1+50 2+00 2+SO 3+00 3+SO 4+00 4+50 5+00 5+50 SWEDE ST (NORTH) & EMPIRE ST INTERSECTION SIGHT DISTANCE EXISTING GRADE (TYP.) 545 HT. OF 0BJ.=3.5' \ 540 535 \ s/C'yT OAS T� \cF,, 1 2 530 \ 1 I 525 525 HT. OF PROPOSED GRADE (TYP.) EYE=3.5' 520 520 515 Cp q 6l N n O� It L. N r- 116 0 O .t M N N N N �t MLn Ln LnM NLn Ln Ln N Ln 0+00 0+50 1+00 1+50 2+00 2+50 545 I 5401 535 1 5301 5151 PRIVATE ENTRANCE & EMPIRE ST INTERSECTION SIGHT DISTANCE E 565 565 HT. OF O BJ.=3.5' \ 56o \ 56o LINE OF SIGHT (TYP.) O i 555 sT�il,_ 555 55 55 O \ O \ EXISTING GRADE (TYP.) 545 HT. OF 545 EYE=3.5' \ \\ \\ 1 PROPOSED GRADE (TYP.) 540 540 535 �Ois� 535 530 1 530 1 \ 525 525 HT. OF O BJ.=3.5' 520 \ 520 515 515 N n O Ln Ol LO M f" N 00 00 N 01 'i . H . 01 l0 'i O M O Ln Ol N N O l0 N l0 M N 00 n 't M 01 6 z Li, 00 r'1 w O n L;l m 00 �i M 00 lL Ln Ln Ln It 't 't -t 't -t 't M m N N N N eI N L!� Ln Ll1 Ln Ln Ln Ln Ln l!1 L(1 Ln L!'1 Ln L!1 Ln LA Ln Ln Ln 0+00 0+5 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN 1'FF'Y ) in<11 50 ft. 575 20 200 0 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SWEDE ST (SOUTH) & EMPIRE ST INTERSECTION SIGHT DISTANCE 575 LINE OF SIGHT (TYP.) HT. OF 570 5`G D\S�ANCE;211 OBJ.=3.5' S70 KISTING GRADE (TYP.) �HT. OF _ 565 � \5 P j �/ EYE=3.5' 565 S\GN� PROPOSED GRADE (TYP.) i 560 HT. OF 560 O BJ.=3.5' 555 555 Ln O1 ( M 00 O H . O LLr) n L!1 Ln Ln L(1 L!1 L!1 Lr) L!1 L!1 U) Jo 0+50 1+00 1+50 2+00 2+50 3+00 3+ EMPIRE ST & MARSAC ST INTERSECTION SIGHT DISTANCE 565 565 560 /HT. OF —56o EYE=3-5 LINE OF SIGHT (TYP.) / 0 555 �C�'2� / 555 EXISTING GRADE (TYP.) 550 / / PROPOSED GRADE (TYP.) 550 i HT. OF 545 0131=3-5' 545 540 1 1 1 540 M M O N O M `i 00 N Ln Li) Ln � V)U'1 l!1 L!1 LLn L n Ln U-) Ln LnL!1 Lf'1 0+00 0+50 1+00 1+50 2+00 2+50 IMARSAC ST & SWEDE ST INTERSECTION SIGHT DISTANCE S CD TT R. C LLINS Z U Lie. No. 035791 "t- 14/"/20 �_''SIS'rONAL z W Z z O c% O � a Q H U L J W Q Z O � m w L U)W Q 0 N W O Q 00 o 00 Lu CY) z� M M 0) N 4 z o � wC) N w w Q ~ > L U,) z J _j J w z ° LL 0 W J V z = O Q O Lr) W - Y J 01 W W Z UlU)> l� F O cr) z Uj W cQ UNstoo G J W DC w J m 0 O N F- LU �- rn O W W d Ln JOB NO. 182152 SCALE 111 = 50L SHEET NO. 21 z LA LJ z z Lj Ln z J 0 u 0 O N U) Q 0 6 G 0 0 0 0 6 9 O 0 0 N L L C. n L r LL _s T z LA LA cD z LL! z a CL CL 7s C -J y i� n LL 590 590 585 585 HT. OF O BJ -3.5' \ 580 580 \ S/G\ tiT LINE OF SIGHT (TYP.) 575 qN CE 575 390, 570 — 570 565 EXISTING GRADE (TYP.) H . OF IGHT DISTANCE=39o' 56 5 EYE=3.5 OF HT. OBJ.=3.5' 560 560 l PROPOSED GRADE (TYP.) 555 555 Ln 00 O 00 r, O 00 H � Ol l0 O r- 00 l0 l0 (.0l0 Ln M N l0 l0 N ko r M ''I lD Ql Ql Ln O O lD Ln O lD O N l0 Ln l!l Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln .... Ln Ln Ln Ln Ln Ln 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo EMERGENCY ACCESS & WOODBURN RD INTERSECTION SIGHT DISTANCE 525 6+5o 7+00 7+50 525 SIGHT DISTANCE=390' HT. OF OBJ.=3.5' — - - _ _ --- - HT. OF _ 520 EYE=3.5' 520 _ PROPOSED GRADE (TYP.)............................ �SIGI-/TDB �TANC= 515 EXISTING GRADE (TYP.) 515 - - HT. OF OBJ-3.5' 510 510 O> 01 O ri Ln 00 LMn O� 00 O ri O 0 al O O ri O 0) ci Ln O N Ln ci N Ln N N Ln ci N N Ln Ln N N N � Ln N N N Ln O 0�0 In Ln N W Ln Ln Ln � In Ln rl Ln H Ln 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo EMPIRE ST & BERKMAR DR INTERSECTION SIGHT DISTANCE 6+5o 7+00 7+50 8+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. f 00- 4R.LLINS�Z � SCDTT Lic. No. 035791 'h�, 04/18/20� o��SSjONAL E�O��� z g a W Z z , J ® LL- a z U Lu LJ 1J a 0 z ouj � W LL o 00 o00 ti C� N z LL cy,) Q i w O N LU w > (n C!1 zLd LLJ J J > Q w � LL a- O w j V � � z = O Q W v J- w 0C U-j = Ul > 1- O U) z w Q U j w DC 0. L J< co Q (D 0 O CD N H w LL O w rY r a in JOB NO. 182152 SCALE 111 = 50i SHEET NO. 22