Loading...
HomeMy WebLinkAboutSUB202000004 Plan - Revision Road Plan and Comps. 2020-06-02VICINITY -MAP )SCALE: 1" = 2000 OWNER: IMP 45-112F1; TMP 45-112F2, TMP 45-84A; & TMP 45-85 BERKMAR DEVELOPMENT, LLC 2496 OLD IVY RD CHARLOTTESVILLE, VA 22903 BERKMAR OVERLOOK FINAL ROAD& TILITY PLAN ENGINEER: COLLINS ENGINEERING NOTE: PERCENTAGE OF OPEN SPACE OUTSIDE OF 200 GARRETT ST, SUITE K ALL STORMWATER MANAGEMENT FACILITIES, CHARLOTTESVILLE, VA 22902 STREAM BUFFERS, FLOODPLAIN, AND (434)293-3719 MANAGED/PRESERVED SLOPES = 74%. THIS AREA IS GREATER THAN THE REQUIRED 20%. 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 257.) = 2.19 AC TOTAL OPEN SPACE PROPOSED: = 2.36 ACRES (26.97) 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 PRESERVATION: NONE REQUIRED WITH THE DEVELOPMENT 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: SOU THFORK 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. DATUM: 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 LIGHTING 1S PROPOSED 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 20Z PARKING INCREASE). PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN I 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#51003CO229D, DATED FEBRUARY 4, 2005. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE PLAN, SEE SHEETS 7 AND 8 FOR DETAILS. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN FOR COUNTY REVIEW AND APPROVAL. ALL LANDSCAPING REQUIREMENTS SHALL BE SHOWN ON THIS FINAL LANDSCAPING PLAN. STREET TREES SHALL BE PROVIDED ALONG THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBS. CO. STANDARDS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: REQUIRED RECREATIONAL AREA: 52 UNITS x 200 SF = 10,400 SF PROPOSED 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 SEATS) 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 SUB202OmOOOO4 RIO DISTRICT - ALBEMARLE COUNTY, VIRGINIA TMP 45-76A ESTES, ISABEL T DB 308 PG 386 TMP 45-84 & 45-84A2 ALBEMARLE SOCIETY FOR THE Z �� PREVENTION OF CRUELTY TO ANIMALS, INCOPEN2096 PG III OPEN SPACE G LOT 6 RECREA TION AREA OPEN SPACE. 15, 428 SF (0.35 AC) OPEN SPACE. • 61,054 SF (1.40 AC) STORMWA TER POND OPEN SPACE: 26,665 SF (0.61 AC) TOTAL OPEN SPACE.- 103,137 SF (2.36 AC) OFFSI TE EASEMEN T.• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE, WITHIN EXISTING RIGHT-OF-WAY, OR WITHIN EXISTING EASEMENTS.. NO OFFSITE EASEMENTS ARE NOTES: PROPOSED WITH THIS DEVELOPMENT. 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. 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. TMP 45-76D BRANDT, JOHN E B DB 1628 PG 128 TMP 45-76 WEBER, LEWIS A LIVING TRUST DB 4998 PG 441 TMP 45-76B JOHNSTON, JACOBA KAY / LOT OPEN SPACE F S4�"_/"' 5 3677 PG 444 �OT- /1LOT7 A j� � LOT 8 OPEN SPACED - TMP 45-75 - i \ LOT 9 WEBER, LEWIS A LIVING TRUST \ - - - - DB 4998 PC 433 LOTS _ �.: LOT io I LOT ii 1 Lorz o L T iz LOT 13 LOT 14 I LOT 1S LOT i6 I -_ � LOT 17 LOT / \ \ 11 i OPEN SPACE E LOT i8 - OPEN SPACE II LOTig LOT z \ 1 LOT 52 LOT 21 1 LOT 51 — - - - -- - �' �. LOT zz TMP 45-82 NIF THIRD MESA, LLC 1 — LOT 6 LOT 1r 4 I OTz DB 5002 PG 606 LOT So 3 LOT 45 LOT 49 r - � OPEN SPACE C ti _ I - LOT 44 1 LOT48 TMP 45-86A _ II LOT 43 i ALBEMARLE SOCIETY FOR THE \ - / PREVENTION OF CRUELTY TO 11 LOT 47 I - - / \ LOT z4 TMP 45-82A ANIMALS, INC - / �, ® N/F THIRD MESA LLC DB 5108 PG 549 DB 4841 PC 138 " - _ LOT � - 5 y \ � � _ Imo--- T � ` 1 •. , � ." t' LOT z6 —7- IF . I TMP 45-81 ;.�' 1 ��- � _ I - � � � '�, i N/F THIRD MESA LLC III � DB 4841 PG 138 LOT 33 I LOT 35 LOT 34 ` LOT 27 LOT 39 I LOT,8 LOT 37 LOT 36 � LOT 42 LOT 4i LOT 4o - - - _ 1 LOT 28 ------ - -- - ----------I-- ILOT z 9 OPEN SPACE B / _< r LOT30 I 1 TMP 45-112F - - - - - N/F FOUNDATIONS LLC I oPENSPACEA \ CIO FOUNDATIONS CHILD DEVELOPMENT TMP 45-86 DB 2834 PG 1 N/F ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUELTY TO ANIMALS INC DB 2096 PG III \ swM TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) 52 SINGLE FAMILY ATTACHED UNITS - CODE 220 ADT: 381. VPD (igo.5 ENTER/ igo.5 EXIT) AM PEAK: 24 VPH (6 ENTER/ 18 EXIT) PM PEAK: 29 VPH (18 ENTER/ i1 EXIT) 1 Sheet List Table Sheet Number Sheet Title 1 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 NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS ACCESS ROADS, A DEVELOPMENT MAY EXCEED 3o DWELLING UNITS ON A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS PROPOSING 52 SINGLE FAMILY ATTACHED UNITS FROM THE EXISTING PUBLIC ACCESS ON BERKMAR DRIVE. PRIOR TO ANY ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY (PHASE II), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF CONNECTION TO THE DEVELOPMENT. LEGEND ROADS EXISTING CULVERT EARTH DITCH CULVERT DRIVEWAY CULVERT Q DROP INLET & STRUCTURE NO. f BENCH MARK CURB '^' CLEARING LIMITS CURB & GUTTER - - - - - PROPOSED PAVEMENT EC-3A DITCH 200 EXISTING CONTOUR 6" DEPTH OF EC-3A DITCH PROPOSED CONTOUR 20o 240.55 VDOT STANDARD STOP SIGN EC-2 DITCH PROPOSED SPOT ELEVATION 6" DEPTH OF EC-2 DITCH APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT R. LLINS ,U Lie. No. 035791 ,� 05/28/20 ���� �SSI OVAL Y�Gn�'� w w z J Z O O O u O c U m Ln Ln U) 5w M J Q Q cl z Q w w c 0 a a z LU 0 F W > w w U-)C w c O C) C)N N N N w C) 0 0 0 0 Q �.D 00 ­1 M M LL l W0) N WQ z LL] W w J� z J H� 06 0 ,.0 � LL LLJ J L I z � w 1 0 � V 0 0 J W\ 0 I..L I..L LU co LU O w w a cn JOB NO. 182152 SCALE 11L _ 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� l DB 4998 PG 4 3 \ I VALVES SHALL BE USED AT THE SERVICE CONNECTIONS. Ci Lie. No. 035791,� I 03/16/20 TMP 45-76B k- _ ,� �/ NAL JOHNSTON, JACOBA KAY TMP 45_82 ,/�' � i � � % � DB 3677 PG 444 N IF -THIRDJ�MESA, LLC / DB 5002 PG 606 �6 ,. TMP 45-82A / TMP 45-76 _ ���� �� / � .� '-�.�, � \ _ _ t-L N�F THIRD MESA LLC l / WEBS LEWIS A LIVING TRUST I _ o ���� I� s?cs34�. \DB 4$41 PG 138 i DB 49<98 PG 441 A \�J EXISTING FIRE -- v ` TREE LINE - HYDRANT R1A� - TYPICAL I \� i TMP 45-81 /w �R 6� (TYPICAL) / .� - - - - N/F THIRD MESA LL 0� i i �.� �' t DB 4841 PG 138 / o EXISTING 012' i , �_ 0 R 1 EXISTING 12 CI SCA q0 G i -r' / RWSA WATERLINE 3� i o/ CMP CULVERT / i / / _ �� i LU LU v Z o a u TMP 4576D �` - - = EATING TREELINE EXISTING 12" CI 2 O - �`2 RWSA WATERLINE I BRANDT, JOHN E B - ;, EXISTING 042' �' , y�� v v�i v�i DB 1628 PG 128 - �' CMP CULVERT \ / i �l �- I/ / / w cn Q EXISTING ENTRANCEco i L -^ / z < a a o o� TMP 45-85 , i l ����I i / // / ii 1 ¢ w w TO BE REMOVED c ` �9ti� �j �' �B'RKMAR DEVELOPMENT, LLC = - CONSTRUCTION &� I / / ICI � o WITH FINAL BUILDOUT- G,Lr /; / / / /> "" Lu uj O / ��� - DB 5136 PG 015 AMP 45844,4 - DEBRIS,' r BLrRKiAR DEVELOPMENT, L-C TO BE REMOVEDLu r, I _ - SAC, / // / /; w w EXISTING WATER METER & / r� / / / SERVICE TO BE ABANDONED, STOCKPILE EXISTING BOUNDARY / / _DB PG 0�5 - -Lu BACK TO THE CORP STOP ` PIPE LINE TO BE VACATED / / / TREE FINE / // ' ��"' / // / / / I ..2 TO BE REMOVED O ,_ - , — �, >,. -� / - o I ,a w ASPHALT � 7 / / (TYPICAL) r � � � � � � \ ��, � TMP 4576A / j ,� LIMITS OF EXISTING V // / �� / Lu ESTES, ISABEL T z / - ; / , - - �� / I _ -c �x - - - C RB TO BE REMOVED DB08 PG 386 �'I� - -� �%, EXISTING MANAGED TMP 45 112F1 ��� �� ��, "/BERKMAR-VEEOPMENT, LLC SLOPES — — _ \ I I I � / TMP 45 112F2 DB 5129 PG 602 �o CONSTRUCTION ,� IBERI MAR -DE OPMENT, LLC CHAIN LINK �� , -- - - - - - _ _ _ - - DB 5129 PG 60 . � � DEBRIS � _ _ �� tii / FENCE _ - �� / TO BE REMOVED TO BE REMOVED - �,. CHAIN LINK - FENCE � LENGTH 293.31' TO BE REMOVED - / s I RADIUS=576752 I� - , EXISTING BOUNDARY — - o 0 DUMPSTER �� EXISTING BOUNDARY f v T° o 0 TO BE REMOVED I - LINE TO BE VACATED- ' % / N ^' N C" / I LINE TO BE VACATED i < % Lu o 0 0 0 GRAVEL DRIVE METER" I - N -" N I 1 �� - _ _ EXISTING �o SANITARY Q M � c EXISTING CURBING SEWER EASEMENT M M � TO BE REMOVED D6.5232, PG.243 z56 � —FOR—TURN LANE MODIFICATIONS � 10x32 / �-� �_ .� � TRAILERS x 2 " �p� EXISTING FIRE HYDRANT TO TO BE REMOVED % CONCRETE T / �� 0 BE REMOVED / ' L9 65x90'/�` BE REMOVED &REPLACED - B// / /j �� // EXISTING ENTRANCE BUILDING TO BE MODIFIED CY) TO BE REMOVED CONCRETE I TO BE REMOVED � � � �� / / ) � FOR NEW ACCESS TO DEVELOPMENT � _ EXISTING HEADWALL FOR TWO (2) 024" \ T�' EXISTING _ / / ��' ��.� FLIP F ''��' ;. C'7 CONCRETE MANAGED / C `- / ' ' CULVERTS TO BE REMOVED. THE EASTERN / TO BE REMOVED SLOPES 1 / �� j��// CULVERT SHALL BE DEMOLISHED BACK TO THE „ CM � 37 x85 `t, ---� 0- BUILDING\ PROPERTY LINE, AND FILLED WITH PLOWABLE N / TO BE REMOVED --i ;� ��/ / IL /\ �A T �/ �� �1 - �� �� FILL. THE WESTERN 024" CULVERT SHALL BE CEMETERY L l� I )) p 1 I I \ 2�� M _ - o � � MODIFIED TO HAVE A NEW UPLAND DOGHOUSE / I 05�—HEADWALL �Q� MH. BOTH 024" CULVERTS SHALL REMAIN d' i 47 x56 _ I shy •r : - l Q , I —I / �) �� o��sQ� UNDER BERKMAR DRIVE. _� ❑ BUILDING /' I I _s ��� �� . / �� \ NsB� - ������ N TO BE REMOVED 'go7 � � 1—I APPROXIMATE V� / LOCATION OF WELL /�� I \ ° �P�� >> N 1 � � � / �� I �, ,/; BENCHMARK: (� PER DB 424 PG 152 �� I I��� �� TMP 45-112E ZD TO BE REMOVED CONCRETE RIM=518.50 GRAIVEL AREAS I �� MCMAHON, BRIAN J & STEPHEN TO BE REMOVED / STORAGE / , z� IN Q CONTAINERS 1 T 7�. \ (TYPICAL) / I / f , ���� I �� � I\_- i� �YK -VON ST �/� I I 1 \ v e DB 1453 PG -36 TO BE REMOVED ZONING=HC Z i __ W CHAIN LINK .> I � �, �, �� 7 > V� o c - < � J TMP 45-84 & 45-8 A2 \ '�, FENCE > � � , I cJ m � � _ _ - .� TO BE REMOVED I �� J ALBEMARLE SOCIETY F01�THE ® a � 1 , ,, � � � -' , � � � -' -y", �� • \ V � �-� EXISTING 30" DI - �, �� PREVENTION OF CRUELT�TO �,, �� _ '�� , � � � \\, ,� WOOD FENCE � � �� c ANIMALS, INCF��- % ��� \ I / / / Q�� RWSA WATERLINE / BENCHMARK: v DB 2096 PG 111 , ' �''\ 31'x84` r� �� _ / A\ / / i DI RIM-518.87 L1J BUILDING - - / / �- TO BE REMOVP - I I \ TMP 45 112F �- ," �� IINI P FOUNDATIONS LLC -- A , - - -c x� $LOCK�ALL CHILD \ 54. �9° -5 CIO FOUNDATIONS CH s _ v /f. /A\ \ DEVELOPMENT G 001 ' - - / \ N81 ° 7' 5'�r� I I 1 1 DB 2834 P � z V _ = \ I ✓ LIMITS OF EXISTING �� Z TMP 45-86A � �'.��, I S A I � � � � � � ' �, � � � / Z - ------ -- -- ------------ ALBEMARLE SOCIETY FOR THE II CURB TO BE REMOVED (� LL W PREVENTION OF CRUELTY TO . ANIMALS, INC DB 5108 PG 549 LJ.J / I � W _ -- - � TMP 45 112 I � WOOD, STUARD R. JR & l I J W mMARGARET I / DB 4751 PG 579 �l L1J TMP 45-86 _ % I °ZONINGHC i w _ - ALBEMARLE SOCIETY FOR THE _ - - - PREVENTION OF CRUELTY TO ANIMALS, INC- DB 2096 PG 111 _— — — — -- ----__ — / �� Lu V NOTES: / o - 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP �p4)'�D 1 N w NUMBER 51003CO229D 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. r�, 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED / , - - / c� \ Q u =' 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 �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 ao v v160 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. i� i T / / / 1 inch _ 40 ft. AENT 49 PROPOSED 6' �, I PROPOSED 5' PROPOSED 6' RECREATION LOT + \ FIELD `� ° Albemarle Count CONCRETE SIDEWALK o Y I PLANTING STRIP � �24 I o PLANTING STRIP �� � �2'ENCROACH110 D N ��4 PROPOSED STOP SIGN (TYP.) v� ��. ' ° %,5'``' TMP 45-82 Public Road Acceptance ProcedureH oG'l N $' MIN. FIC F14 K o m 97 OPEN SPACE C 1 � z N LOT44 > 0 /11 \v,-�/�z�110 N/F THIRD MESA LLC(TYP.) ° 1cm ° o A - 0.35 ACRES PROPOSED VDOT x X;` The processing and inspection of public roads is administered by VDOT. The County is not involved in4 m EP o OPEN SPACE HEIR Y STD. CG 12 (TYP.) 4\�,00 a this process until the road is ready for acceptance. When the road is ready for acceptance provide theLOT 8 E�P - - DEDICATED TO THE HOA �� � � \ � � k �6SCOTT R. C LLINSZ PROPOSEDOT Z - p > \ z$�R tii \ following items to the County.O g p °-_ -11zri o w,\PROPOSED STREET SIGN (TYSF.) N \ U Lie. No. 035'7912ENCROASTD. CG-gD (TYP.) I , U1 w iy1 sTMP 45-82A108' _m-- - (10) PROPOSED ON STREET \ o - �; 1. Inspection Request and fee d -1 N LOT „ k$ ji''tio 05/28/20 10+ 2 7 ,l, i 043 PROPOSED WALL PARKING SPACES (8'x2o') , _ �� y3 0; N/F THIRD MESA LLC Aform andfee are required for eachproject as indicated on plans arbonds, or as requested forboardresolution if �" _ pT. 5 + = N x PROPOSED TOT LO +5 / ; ` I o �'� D Z N MAX. HEIGHT= Q, � �o smaller phases or individual roads are recommended for acceptance. ,S�� `N 8 n > 0 3 PROPOSED VDOT__" I PROPOSED NO PARKING SIGN (TYP.) o sIONAL E�LOT 47 ? o m I cv PROPOSED STOP SIGN (TYP.) \:r, 2. As -built plan approved by VDOT, and copies of all recorded drainage easements sight easements, and rn d PROPOSED STREET SIGN (TYP.) o in_ -- STD. CG-gD (TYP.) / = \ Iy PROPOSED STREET SIGN (TYP.) \ PROPOSED RETAINING WALL EASEMENT i' ENCROACHMENT PROPOSED DRY CURB' co �0 = �- N --- - --- -� , \ - - - ° _ - �/ O g t-of-waypats Pats should be copies of actual recorded document from the Clerk's office rn N - -- - ri h1 1 s \ . ° ---- o - __ ay<,+oo ? �s \\ G� . o, LOT 24 - \ An as built plan prepared m accordance with the County's As 13w1tRoad FlanPohcy is required. VDOT does not 2 1 -- 12' 2�/ > dO S � _. "� o. 8+ � c-I � _ i � o PROPOSED VDOT " : 7 _ - N - -- - - R \ °j �" �� �% N always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road, J -- --- . f this 1 b f h all f d o -- 64 --• + -s - SIGHT DIST NCE=28o' `' - v - 529 y requirements o p y ust e m t only o e t improvements are in right-of-way - y n 0 0 -- - ---- _ - _ ____ ---- _ 2.$�R Z o, the minimum's policy m e i nl t ensure at a hn r r ht wa a - • . - ,� STD. CG-12 (TYP.) - v- u - __- :. \ a -- N - �, a -�3+So \ s- ti12 \ PROPOSED WALL easements - am`; PROPOSED STOP SIGN (TYP.) ,� .° o_ _ - 1 ` coca \ o o -- I a - MAX. HEIGHT=2 3. W . - \ �-- i - - �1- �' � \ \ acceptance way or completed _ - - - Written documentation of a ce from VDOT for the entire road for c ed items 9 0 - PC: 1o+11.46 12+ o - - -- - . - - - 5 0 0O'R ��. \ °O o r Formally, this is sent directly to the county on an AM ` 3 from VDOT when VDOT requests that the Board of +M12+00 - 2 \2 sol n of 1 o is sent O out six N STREET +00 �\ \ c o- LOT 2 �` /Supervisors pass a re utio acceptance. After the reso ution f acceptance to VD T, it is usually abo- 11+00 $ -0 Nm SWEDE 3 3.-1 11I_ \ �� � N weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and R + + o m PUBLIC RAW o �� " / / , \ \ w \` P� -7 ? o- �o new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some 335 11 5 _ - correspondence i e necessary.letters 8 \ 11 � \ m +o0 10+50 - t 2 11 1p fi 20 Z I ��(� \ / approvPing compaction reDports, CBR's, pavement to cores, p pe video, or other it mslwhe where al release e is souht A U) 18 ,r - 3z o - 2$ YP� 11 o \ \ 1' ENCROACHMENT final punt st inspection report m VDOT c b used for a partial bond release,but only if outstanding items are not w -- - - _ - 1 - VDOTSTANDARD 1 `� 3z �T �IQ hI from VD an be b utsta z o - _ - - 20 X2o 1\ \ , o \ \ LOT 26 \/ too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there w 28, _ z8 28 _ , ROPOSED NO PARKING SIGN (TYP.) o _ - 1$ \ and it is not known how to improvements s r _ �� Zo (M�N.� \ \>. N \ are problems meeting the eligibility or occupancy minimums, a long impr .may it, o � O TYPE 3 BARRICADE oo - - _-- 34 34- - �� - , _ + z8_ _ FRONT SET AC' _ ---- -- _--- I 5 'K 20 � � 1`'' 20 X GARAGE .12k9 \ I \ Q " � � � \ need replacement, partial releases may not be possible. O U 2 FUTURE ON STREET PARKING �3 z PROP Z TYP• 20 MIN°l P�' \= \ ,r N / - U cD O �- 55' lox l RAGE 1 \ Z o, (n U) z SPACES (8'x2o')SPACES SHALL BE m } 20' 3' CONCRETEOS D WALOK (TYP& 20' o�c2o_' �NIIN•) GA PROPOSED N PARKIN I N YP. \' 4 \ b '� Even if a bond release is not requested, an inspection from the County is required for any County items, z z z z 20 x --2 C,EO G S G (T ) �tn cn i ION STRIPED OUT AS SHOWN UNTIL 4 a °�° ~ (Tr YP-) 2o'xzo' 2o'xzo' IN•i GARA RW r"1 117 RP \ PROPOSED WALL such as the street name signs, and an sidewalks or amenities that the Count required but VDOT will not � LU LU M z 20'x2o' - MIN.) MIN.) (MIN.) (M GE -� v+ �w `\ o� �NC,SEPA \ - Y Y q z J � � O STREET IS EXTENDED INTO THE \ 20'xz0' zo'x2o ( ( GARAGE GARP PROPOSED RETAINING WALL EASEMENT �, 11= \ 1 a, % , gU11-D MAX. HEIGHT-6' maintain. This final inspection bythe County must be performed before the road can be recommended to Z Q U g \ zo'xzo NIINGE GARAGE GARAGE _ I 1 10 ADJACENT PROPERTY (MIN.) (MIN.) GARAGE (MIN') o o LOT 3-1 110 \ 1 1 _ I \ , the Board of Supervisors for a resolution of public acceptance. County bond releases (or partial releases) - O O 20 x2o (MIN.) GARAGE GARAGE I GARAGE � LOT 32 �+ 1 11`f' I Lr) 11 _ _ � \\ � will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the O U CO N Ln � z PROPOSED NO \ \ GARAGE C -� \1 N > o I following items are required to be submitted for bond releases to be considered: N U U w O _ o LOT 1- I_ w U) Q Q PARKING SIGN TYP. �I -°' 14 33 PROPOSED WALL 1 n I_ I � > Z N \ (/� 0 J � � m U 11m oo " o LOT 2 \ �I (TYP.) 0 LOT 34 MAX. HEIGHT- ° I I 7 z ? w w Q J LOT -4' „ N I `� d m ,,� N 4. Signed and sealed letter from a professional engineer listing and certifying that completed O a a C6 � \ N LOT 36 35 1'' 11 w I , I -i n ° \ I improvements are built according to plan. z o o Q PROPOSED VDOT o LOT 39 �, LOT 38 LOT 37 I 10 o_ I 24 11 � p g p cn z \ ° 4 4 m o CK - 1 11 Z - Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not > cwn vwi O w STD. CG-gD (TYP.) LOT 42 LOT 1 I pE - j Q /C F/ e. a 11 ' use calif in statements such as "it a eared", or "to the best of m knowled e or " enerall in accord". w > m LOT o 1 11 < G) N 3 \ q Y g Pp Y g "> g Y > -i °' \ ➢ 10 CK PROPOSED SIGHT � I D :o Improvements la or the were not. As -built measurements, construction inspections, L LU � � Q \ s0 pE \! 18 MIN. > � X N \ P P Y P w ECK DD= DISTANCE EASEMENT I 2 D Z N o bo field verifications should be cited and included. Tolerances should be noted. The items not built according to planCe a. w \ 10 D 1 (TYP.) > o LOT 28 N \ must be listed, with explanations. Deviation inpavement materials and thicknesses must be listed. If street trees or p ° \ 10 DECK O - = I /P E� - m o p p DECK m \ sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of L 10' 10' DECK Z 2'ENCROACHMENT o II � ° D � 10' 2 ENCROACHMENT 6' „V) - 10' o culverts inlets or re -alignments nments of pipes or grades, this should be verified b revised computations and attached to the \ 10' DECK I DECK 3 + I \ g p p g Y P >> \ DECK DECK DECK = 3' ENCROACHMENT 28' � I I- 11 m \ letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide � w \- - - - - - 20' REA SETBACK _ _ _ - - 2g' PROPOSED 5' I I j li N 0 4 W \ been more than a statement of o inion or assurance Please demonstrate that the improvements and construction have - - - - - - - - - 4 , OPEN SPACE B CONCRETE SIDEWALK = � o - x > 80 inspected, investigated and documented and are certified in detail, and county staff will not be in the position of 1' ENCROACHMENTS I o I ,i I- _ > z o LOT 2 r1 ,v \ discovering discrepancies and deficiencies in the field. -----I RC. I v �� _ 9 _ g p -j- o.36 ACRES ! m o ,� 41 OPEN SPACE HEREBY P I� ' I , R' o \ 5. Certificate of Completion TMP 45-86 - - - - - a - - - - - - - - - 28, 12 DEDICATED TO THE HOA z�f6$•$ I � � This form must be received for release of a bond. It is available on the county website In the case of reductions, a 31' z8' 28' S43 31' 13.98"� 194 34' J l �� - \ °o letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be ALBEMARLE SOCIETY FOR 11g' 1 si ned b the owner. This form says all subdivision im rovements have been completed. It also says that all PROPOSED WALL MATCHLINE - SEE SHEET �� 1 m \ - g y y P P THE PREVENTION OF CRUELTY MAX. HEIGHT=S' VARIABLE WIDTH 3 7+ 1 / I/ % construction conforms to approved plans and any discrepancies have been approved by the County. This means the as- WALL AND MAINTENANCE S6$o S6' I N �'built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in TO ANIMALS INC. 30 EASEMENT 3 f . -, / x n, F` acceptance correspondence orpunchlists. o o ' D Z PROPOSED 6' PORCH & I s w n I G) c 4 N M 3' CONCRETE SIDEWALK (TYP.) i - - - OPEN SPACE A o 0 0 0 0 PROPOSED VDOT 1 I VI 127 0.61 ACRES N N N N N W O O O O O STD. CG-6 (TYP.) V III - OPEN SPACE HEREBY o M M NOTES: EXISTING TREE LIMITS (TYP.) - I11I ° PROPOSED 6' DEDICATED TO THE HOA n n i I I 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A PLANTING STRIP SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT \ I I III REQUIRE A STAMPED ENGINEERED DESIGN. PROPOSED NO PARKING SIGN (TYP.) l 1 III 2. ALL OPEN SPACES ARE HEREBY DEDICATED TO THE HOA. ° 3. ALL NEW PUBLIC STREET RIGHT OF WAY SHOWN SHALL BE + 1\III PROPOSED NO PARKING SIGN (TYP.) N° TMP 45-81 L9 \ EXISTING ACCESS EASEMENT ' N/F THIRD MESA LLC DEDICATED TO THE COUNTY FOR PUBLIC USE WITH THE PROPOSED SWM Z 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 EASEMENT TO BE REPLATTED N/F FOUNDATION LLC �__al 1 ��- CM J CROSSWALK SHALL BE THE RESPONSIBILITY OF THE HOA. AND EXPANDED WITH FINAL �` J I I PROPOSED SPEED LIMIT SIGN CYO ^ C/0 FOUNDATIONS CHILD SUBDIVISION PLAT e � I w � ly DEVELOPMENT N 1 1 h J PROPOSED PEDESTRIAN r- ! u� m ;' CROSSWALK STRIPING 1 �, a a M -o _ -- - - PROPOSED VDOT \ 11' _ H� 7 v, - -. w °O STD. CG-22 (TYP.) w - J -- \ CONNECT TO EXISTING 30 PARKING LOT CURB &GUTTER Z ��� PROPOSED SIGHT - - - DISTANCE EASEMENT_ - - - - - H DISTANCE 39 2 R = \ - -- - 51 G T _ 0 N EXISTING PARKING LOT FIC FI L_293.3i' a -- - LA E STORA N LANETAPER - - Q _ o 'RIGHT URN 12 100' RIGHT TUR - i PROPOSED 5 CONC06 RETE 1.00 G _ TIE -INK TO EXISTING SIDEWALK - _ \ SIDEWALK 9 ° e PROPOSED STREET SIGN (TYPE 12 -- W - J EXISTING 5' CONCRETE SIDEWALK fir% J PROPOSED STOP SIGN (TYP.) 12 _-- - - m E R V - - _ -� BERKAR-TE 1403 _ - L9J - ROU - PROPOSED - \ STATE SEE MILL &OVERLAY. - - m DETAIL, SHEET g. CETO NEAREST, Q .I w _ _ j O NEp,REST DjNTERSECTION = 2,160U_ LJJ WIST ANCE _ o V RSECTION - 35 Lr) S\G G� - - - I LU �- '� - LOT LOT BUILDABLE LOT LOT BUILDABLE EXISTING 12" DI WATERLINE � Ul U) O NUMBER AREA SF AREA SF NUMBER AREA SF AREA SF I- J 1 4,076 2,784 27 4,714 3,079 I W 1:e ZW 2 3,158 2,479 28 3,178 2,478 w /� ---�' 3 5,561 3,489 29 3,261 2,559 � EXISTING 20' SANITARY I SEWER EASEMENT > 4 4,556 2,861 30 4,138 2,786 5 3,361 2,586 31 4,149 2,781 DB.5232, PG-243-256 O / 6 4,433 3,038 32 3,214 2,513 I w 7 4,193 2,837 33 3,188 2,487 8 31382 2,679 34 4,160 2,750 I I Q J 9 3,396 2,694 35 4,257 2,840 � Q - 10 3,507 2,804 36 3,256 2,555 1�PHIC SCALE (� -__ 11 4,321 3,100 37 3,211 2,509 � 30 0 15 30 60 120 12 4,368 3,037 38 3,814 2,529 O 0N 13 3,204 2,485 39 3,757 2,475 w 14 3,183 2,475 40 3,086 2,385 ( IN FEET ) co 15 3,269 2,545 41 3,057 2,357 I 1 inch = 30 ft. 1 1 16 3,312 2,617 42 5,523 4,052 1 17 5,214 3,383 43 4,753 3,258 I F_ LU 18 5,276 3,438 44 3,217 2,517 I 0 w \ 19 3,354 2,649 45 3,274 2,574 I I a \ 20 3,216 2,515 46 4,202 2,845 JOB NO. 1 1 21 3,176 2,476 47 4,489 2,570 - I 182152 \ 22 3,217 2,522 48 3,343 2,614 - - SCALE 23 4,578 2,960 49 3,952 2,649 - 1" - 301 _ 24 4,307 2,819 50 3,977 2,665 SHEET NO. 25 3,201 2,484 51 3,360 2,644 I 26 4,042 2,641 52 3,753 2,497 3 - -- - / PLATE 1PO5T STEEL WELDED &GROUND TOSMOOTH / 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 F INS GA NYELLOW- N®` 580 25'4514„F PROPOSED EMERGENCY ACCESS 3/4' DIA. STEEL PIN W/ HEAD :Z16 61; WITH zz' ACCESS EASEMENT \ --- --- --- - / ---- ;;1 \SIGNTDI / LrOGK/S" DIA. HOLE FOR LOCK q NCE, PROPOSED REMOVABLE STEEL BOLLARDS. N58 3zr2 SEE DETAIL, THIS SHEET. BOLLARDS TO / I f FINISH SURFACE , BE INSTALLED AT BOTH ENDS OF ACCESS ESMT , / / ) TOTAL BOLLARDS (AS SHOWN) / OPEN SPACE Ci _ (4 _ O0.10 ACRES - --- PROPOSED VAR. WIDTH \ 3" DIA. GALVANIZED - _ .. IT LOT 6 LANDSCAPE MAINTENANCE EASEMENT \ STEEL PIPE SLEEVE 1' ENCROACHMEN OPEN SPACE HEREBY _ CPAINT ABOVE GROUND DEDICATED TO THE HOA / N6o° - / N 2 PORTION SAME AS POST) -. j��,C� .+ti°SIGHT pISTANCE, 3 3z.7 E 97.8 / CONCRETE FOOTING _' ''•. 4' ENCROACHMENT p �' o ��' (� 39o', 16 lip - _ OPEN SPACE F _ �- 3/16" STEEL PLATE WELDED �(y° Cam/ LOT 5 �; k' o.o8 ACRES �� \ \ TO SLEEVE 12` OPEN SPACE HEREBY DEDICATED TO THE HOA - N630 �\�P�� -/ 4� / O �o, �y \_ 49 26�„O / NOTE- DRILL A 13/16` DIA. HOLE TYtRU BOTH THE P05T AND SLEEVE FOR LOT4/ / / . ��' 'F , _�(����� PIN PLACEMENT. LOT REMOVABLE STEEL BOLLARD DETAIL '8�'I'G o ���(��' j ' ` PROPOSED / a �O o- Z S �y d 5 o. \C` OPEN SPACE D G _ l CONCRETE SIDEWALK �C' < G ��i +a ' ' 1 ANT/ (TMN �, 9��i�,�o,� ,�ti� o� 0.32ACRES NG,&� 2p�40. v 9T i 9 F` OPEN SPACE HEREBY qN F ` Q ! / PROPOSED 6' c �� LOT 8 OS DEDICATED TO THE HOA CqPING=-8'86' - J PLANTING STRIP q�� N � �O �o, Sg N _ \ _ / LCl \ �x . - Z/FFFR PROPOSED VAR. WIDTH \ / -� �'��+ao yti� ��y LANDSCAPE MAINTENANCE EASEMENT %i = L _ go .� o- IN ' 24 00 \tea ` G� LOT g 28' 28' z8' z8' N66°�O o a `^ PROPOSED 6 _ N v� Z o: I LANDSCAPE SAC O� o- a� /� 3524 LOT 3 &MAINTENANCE 'yj S�, r�°f �O'F F 6� -Is, PROPOSED 6' PORCH & \ - �� EASEMENT ° Oi 2 �.� �O C� �� ao' titi i c,� S� 3x3oA ��, �8, �i ��p '1!J �O� o, - - - 20 REAR SET ACK \ 3'CONCRETE SIDEWALK (TYP.) \ ° `� 9 �' �9C /� LOT 10 ` C` iIF o' - a a y �� F /' , DECK DECK DECK 1C ��2° PROPOSED VAR. WIDTH o-A �� A o d1, �� '9� �O \ e - 1 ,L• � J DECK lo' � Z o- \ v a�,'F C �� +�, DECK 1p �64j,F LANDSCAPE MAINTENANCE EASEMENT 3 ENCROACHMENT p �, ,, Vo o. y J l \ �Xoo o� �� y�I o, ti LOT ii PROPOSED BLACK DECK �g•�,2 LOT z_ A - A �� DECORATIVE FENCE ROUND 3 LO �3- Q� LOT 1z to _ �/� _ •� 'y �� /WITH GATE A LOT 1 T 14 o LOT 15 1' ENCROACHMENT �- ` a a CEMETERY o a — i \ �� ` "a `'o' LOT 16 2 -6 o- c o o� � / " + y p �6, PROPOSED VDC I y �j, ti PROPOSED 6 PORCH & 4 y o \ �9 CONCRETE SIDEWALK (TYP.) LOT 17 LOT i STD. CG-gD (TYP.) A a c 3 a A F OPEN SPACE E �, 2o'x2o' �Q / O �o, ��, �9S % F PROPOSED NO . \ ° 0.08 ACRES ^ (MIN.) 2o'x2o' 20'x20' C�� O / (TYP.) A� � ?� \ ,�. � �\ OPEN SPACE HEREB`f� GARAGE � (MIN.) (MIN.) 20'xzo' 2o'xzo' 'F GG. - PARKING SIGN TYP. , \ GAR - (MIN.) (MIN. 2°'x20, `A�` ° \� \ so i' DEDICATED TO THE HOA -GARAGE GARAGE �' )(MIN.)J / s� \ I GARAGE GAR o LOT i8 OPEN SPACE H EXISTING ' 0.43 ACRES CEMETARY PROPOSED 6 TDYPT / 2 AGE GARAGE ti i/ OPEN SPACE HEREBY \ N (TYP.) STD. (TYP.) PARKING SIG O N PRO OSE�D (TYP.) S M O� ao, PROPOSED -w � \ XISTIN E �/ � \ DEDICATED TO THE HOA PROPOSED ON STREET -- PROPOSED ON STREET &OTT kR.00LL1NSZ U Lie. No. 035791 "t- 05/28/20�� 0NAL E���� Z Z w w Z _l Z Q C 0CLr00u � ¢ Q C m (� w 0 J Q Q 0 u Q w w Z O a a < > U) U) C W w °� w w - ' Ce c 0 0 0 N ON N N w r1iCD 0 0 0 0 Q m m LD 00 M M t SSS°28'2p (1) PARKING SPACE 8'xzo' STDrm �COG 1.2 TDYP )\ o EMETA Y PARKING SPACE 8'xzo' _ �� ( ) ( \ - - ( ) - _ ti 9c LOT 1g Lu -38 LDING SEPARATION - o , A� ��---- �' - n _��-- Ili �� J Sao+ ° BUI Ao ,� _ so °. - �'_' MPIRE STREE �ilr� z r ( ) 6 c O �b. \ a PROPOSED RETAINING WALL EASEMENT 1 Z °-r� `� 16+5 LOT zo 8 PUBLIC R W • .y � • \ '9 � �' � F PROPOSED STOP SIGN (TYP.) 800'R _ �— �s� o �� C4 \ ti PROPOSED BLACK; _M LOT Sz m - - \ -\- -- - 1 00 �. _-=16+00_ _ _ _ _"`,. c C r'Li�+,o titi� \ �\ w M -� ^J DECORATIVE FENCE I o - 1 + 0 7 _ _ _ `_ 9� tiJ a PROPOSED WALL \ M WITH GATE AROUND z' ENCROACHMENT R' o_ -N`, - PROPOSED NO 7 5 _ _ - a S'`So� \ �L, /' �., ���' 9G� LOT 21 O \ MAX. HEIGHT=S' O `� , SIGN (TYP.) - __ _-------- '0_-----,' ' N �n --- - PROPOSED STREET T PARKING SIGN (TYP.) � _ -- °o , .. o _ _ _ - . � �, � �oo� •� �� � �� CEMETERYPA G> . Z N n o. �� \ M J o_ - - I - + \ \ LOT Si m PC:11 59 56� - 6' (z) PROPOSED ON -STREET ��� A �,p i� �O� o. t 1 35'_ 65' N — o _ PARKING SPACES (8'xzo') PROPOSED 6' SX cF� LOT 22 Z + 0 PROPOSED 6' PLANTING STRIP o�i� �'P Y ENCROACHMENT m o 114 �+ w- Gl N O N n - D o PLANTING STRIP \ �/ ao. PROPOSED 6 PORCH & a O \ N Y �' U _ X PROPOSED NO PARKING SIGN (TYP.) \ / + v o_ u ►- N > Z N \p G` 4;, ao 3 CONCRETE SIDEWALK (TYP.) O v� _ ° o _ S �.� f" 9� _ x Q I J o c� p o �_ V 'L rn ro N m LOT 46 m o -y, S�� ` ` } y�� /,. LOT z / TMP 45-86A� o LOT So ,,-u�- - I � a - -- ��!ST GyTP%S , STD. CG-gD (TYP.) C� 3 PROPOSED VDOT N _ N I --- PROPOSED 6' PORCH & 9 T i ALBEMARLE SOCIETY FOR m ---- _ u' I oc o ° ° 116' 3' CONCRETE SIDEWALK (TYP.) PROPOSED SIGHT �F�, - qNG��8� �� S ��� . /� STD. CG 6 (TYP) Q ��( THE PREVENTION OF CRUELTY z ENCROACHMENT n N o Q o. / VDOT STANDARD % W � G> N o > o DISTANCE EASEMENT �, r + W 8 ���� ��* ��c �i ao. TYPE BARRICADE TO ANIMALS, INC. 112 � � R�',�j-RIW - >? o LOT 45 0 � '°� �� ti� �� 3 LL1 D Z o m o _ I �\ \ ,,, PROPOSED 5 \, A `�G � - o � r, PROPOSED A \ \ F J --- N n - bo LOT °+-- PROPOSED - '� CONCRETE SIDEWALK RECREATION ` AV� � J 49 5 PROPOSED 6 \ o PROPOSED 6 CONCRETE SIDEWALK 'o 1 �N - C PLANTING STRIP FIELD ii z' ENCROACHMENT n 110 PLANTIGNG STRIP RIP N F�C F�4 D" 0 114 PROPOSED STOP SIGN (TYP.) ?� '\\, �O y5TMP 45-82 > o i . 0 18 MI > X m N OPEN SPACE C --- - '� �� yob N/F THIRD MESA LLC 0 e,—X - �. �rr- x; T 1 W Z TYP) N I _ C 2 I I °�� z N LOT 44 o? ACRES PROPOSED VDOT Xo \���, a �? ( co o 0 35 s - LOT 8 �' - � P _ -" _ n o m OPEN SPACE HE Y STD. CG-1z (TYP.) 4 � � o .�, .,, /t� a _ lz �° � � 4 - E P Ei -�--- T -- -i DEDICATED TO �IE HOA \ - ko° 'O C� o V, PROPOSED VDOT I Z o �, y `. ;,, \\ 2S,Lu R 15 \ O z ENCROACHMENT r" o I 112' o n \ DEDICATED STREET SIGN (TYP.) N _ - n - STD. CG-gD (TYP) 'o --- n - T� w � - A -j _ - I � `' - _ � � � F� , ao ti � - TMP 45 82A 108' --mi y o LOT 43 ' (1o) PROPOSED ON -STREET ,v o ky \\ j / N 0 i° 2 I ° � PROPOSED WALL PARKING SPACES (8'xzo') 13 \\ o� / % 1°° \\ N F THIRD MESA LLC Q z J n LOT y z 5 7 + -N,D - X PROPOSED TOT LO - L k5 / o ➢ �o pT.10 i8' I 0 n Z o MAX. HEIGHT=3' rn P 1� / PROPOSED NO PARKING SIGN (TYP.) o �I 1 'm m 47 o +',i m m N PROPOSED VDOT_ PROPOSED STOP SIGN (TYP) \ c� iT = � ui - x - PROPOSED STREET SIGN (TYP.) o _ Ln - D. CG-gD (TYP.) -�� � \� Iy �PROPOSS� TREET SIGN (TYP.) Q �o V PROPOSED RETAINING WALL EASEMEN U 1' ENCROACHMENT PROPOSED DRY CURB ', 10, ---- ---- _ `-_--Y cv _ 0 - °1 ° 1� o "'x \ N n ' \ m -- rn 1 ; �o s - - -- - - ---- LOT 4 - - 8 NCE=z8o' `� - - g:R / J` \ �''- ° 4 2 12 2 PROPOSED VDOT 7 N -=v - - ,5� --- - - o \ \ /oi y 2 (f ° ° - }o 0 6 _ — - --- 0 SIGHT DIST ZS� \ Z to, \ \ N _ --- �+ STD. CG-12 (TYP.) -- v u o 1= R c.i a L1J a 1 PROPOSED STOP SIGN TYP. a n - --13+5 \ �r- 1�� PROPOSED WALL 1 15 m--- ( ) ,y I - � _ I _ -- -- -I- � MAX HEIGHT LO PC: 6 = - + o - - a -- - - - - 1z 5 z0oo R fi e° \ O - -m -- - - = 1z+oo -v N 1 n �z u o — — — — — — - v N n w SWEDE STREET �3+00 3 y \ \ I GN o_ LOT 25 Cn 11+00_° m _ _ ' PUBLIC RAW �'� o y�`'� 11 �I-aoo 'tom 2 o a ul a 335 R 0 11+5o v —-T= o . 11 \ N � y12 t�`n�C j \ T -- --- - 28 �`Z LU 10+00 10+50 ---. 18' ( - __- _ - 8, 20 Z 11 I s:�` a9�� - = : . - i 3 z,. • 2 _� \ • x 1' ENCROACHMENT W VDOT STANDARD :, °', _ _ -- ----- =- P.32' ox \ °� %!� IQ� � �\ W g " z8' 28 -i °' PROPOSED NO PARKING SIGN (TYP) f2 11 \ •\I$o LOT 26 \ \ ------ TYPE 3 BARRICADE - CO,l 28 � ---- — — -� _ L11 z 5 -v 2.=�; 2° X2O GARp GE 12 9 I \ Q y �� °� ` \ - a PROPOSED 6' PORCH & 'FRO. SET AC' ( k 1 \ \ a r -- 34' (z) FUTURE ON -STREET PARKING 5 ° , 13'_ -- _ " z TYP 2Oxzo (MAN P \ _ z8' F - - I, 2O _ AGE h ,\ Z o. O SPACES (8'X20')SPACES SHALL BE r 20' 'CONCRETE SIDEWALK TYP.) - ~ ~ 3 (MIN) lM 1 (MIN•) GAR PROPOSED NO PARKING SIGN GYP. v STRIPED OUT AS SHOWN UNTIL 4 °- �" TYP.) zoxzo zoxzo INl GARAGE (TYP.) RN`J M, 1� PPRpj\O \ PROPOSED WALL J TMP 45-86 STREET IS EXTENDED INTO THE \ ( zo xzo (MIN.) (MIN.) I AGE \NG SE \ W zoxzo zo xzo zoxzo' GARAGE GAR PROPOSED RETAINING WALL EASEMENT �, 11= 1 1 tea, 1 Bv1LD \ MAX. HEIGHT=6 ADJACENT PROPERTY 'xzo'_ _ (M1NJ GARAGE GARAGE ALBEMARLE SOCIETY FOR \ Zo__ (MIN.) (MIN.) � GARAGE (MIN.) '� - ` (MIN.) ,i GARAGE GARAGE GARAGE 0 3 Ilp I 1� 11 - " \ -n THE PREVENTION OF CRUELTY �\ RAGE _ LOT z LOT 1 o 0 1 G> N PROPOSED NO I _ PROPOSED WALL Z _ I m z N \ CD TO ANIMALS, INC. _I o LOT 33 lly PARKING SIGN TYP. _ LOT 35 Z o 34 MAX. HEIGHT=4 1 �� N I m m �, (TYP.) \ I I �+ LOT m 0 I I �I G> o LOT z7 0 \ O PROPOSED VDOT \ LOT 1 0 LOT 39 H LOT 38 LOT 37 LOT 36 �I 10 , 1 11 o Iv I I �4,11 - - I .. ° \ I O LL STD. CG-9D (TYP) LOT 42 0 0 4 ,LOT 40 I I D 10 DE� ` II i� I IBC FN ^ ' Gl ^ N 113' \ N uj A 10 CK PROPOSED SIGHT I D o 8 MIN. - \ I PECK PECK DISTANCE EASEMENT 11 Io I P E D z N obo \ \ I °' 10' - 10 pE �3U I = I / 1(TYP.) 6>:� a LOT z8 0 N \ \ 10' I I 10' 1 10 DECK z1 0 �I n o mm \ \ 10' - 10' DECK DECK DECK DECK _ Y ENCROACHMENT o° II r) > \ V DECK I DECK C ENCROACHMENT DECK J 3' z8' V - - - zo' REA SETBACK 8' S �� 11 �� �_ 114 m \ \ w PROPOSED ~ ______ 2 _ �NKo pp A A p w _ - _ \ z GRAPHIC SCALE i' ENCROACHMENTS e �- 4° OPEN 36 ACRES B CONCRETE SIDEWALK III I� . ; � -0 o Z o LOT zg � 00 41 OPEN SPACE HEREBY PR %I ,' I I - -- n o \ )06 No. z8' 1z'- - e - - - I DEDICATED TO THE HOA C: zz+6S 8 I ' l/ \ \ so 182152 30 0 15 30 60 1?0 31' 28 28' S43 31' �3 98'194 34 ' / I / \ ° PROPOSED WALL / 119' i a SCALE VARIABLE WIDTH MATCHLINE -SEE SHEET 3 1 / - o \, — �o MAX. HEIGHT=5' / / '� 1 - 30 ( IN FEET ) WALL AND MAINTENANCE S6S3o' ■ ■ o I �/ i D o LOT 30 I \' 1 inch = 30 ft. EASEMENT S634„ -; �Y v I� 1 + II / D z N PROPOSED 6' PORCH & M s ` SHEET NO. �6$/0, „ rq m 3' CONCRETE SIDEWALK (TYP.) 4 �, PROPOSED 8" G.V. & PLUG PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE -F 0 1 >PROPOSED 8"x8"TEE • n - O / �T q - -1 — _ - - — LOT 26 MH 16 � • • . - 5 S F1 --- — Ij - = MH-19 - _ - MH-18 -- —SCDTT R. C LLINSZ _ ° b I -- -- NOTE: LOT SHALL REQUIRE - �i �� (2) Lic. No. 035791 PROPOSED WATER I 34 — PROPOSED SANITARY SEWER - \ \ PROPOSED 20 PUB SERVICE LATERAL (TYP.) _ _ � PROP LIC ' A TRAFFIC -RATED METER BOX 1, - .• 13/16/20 - o , SERVICE LATERAL (TYP.) \I ro -I UTILITY EASEMENT LOT 31 PROPOSED 1o' PRIVATE LOT 32 �� �• T N - �\ SS ANAL SANITARY SEWER EASEMENT NOTE' LOT 8 SHALL REQUIRE I II I E .3 3 LOTLOT NOTES: � I ATRAFFIC-RATED METER BOX 3 ; � • \ � PROPOSED SANITARY SEWER I I LOT 6 LOT 35 LOT 34 ;, � I �,'L- --'—.' � I I \\ I 1. SEE SANITARY SEWER AND WATERLINE PROFILES FOR ADDITIONAL INFORMATION. \ SERVICE LATERAL (TYP.) LOT LOT 8 LOT 3 • 39 I 3 37 1 _ \ LOT 2 LOT LF1 LOT 4o I 2. SANITARY SEWER AND WATER LINES TO BE INSTALLED IN ACCORDANCE WITH ACSA \ Lf I PROPOSED 6" CL. 5z DI WATERLINE I I \ , - GENERAL WATER AND SEWER SPECIFICATIONS. I - LOT 28 \ 3. WATER LINE SHALL BE DUCTILE IRON CLASS 52. PROPOSED 20' PUBLIC 4. PERFORM TEST PITS TO VERIFY HORIZONTAL AND VERTICAL LOCATION, PIPE SIZE -- _ UTILITY EASEMENT I \ AND MATERIAL OF EXISTING WATER LINE -COORDINATE TEST PITS WITH VDOT & \ -- THE ACSA. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL IN F PROPOSED FIRE HYDRANT LOT 29 \ ACCORDANCE WITH VDOT STANDARDS, THE MUTCD, AND VA WORK PROTECTION u fi ASSEMBLY w/ 6"x6" TEE I \ -- 3 l MANUAL. CONTRACTOR SHALL GENERATE TRAFFIC CONTROL PLAN AS NECESSARY AND OBTAIN VDOT LAND USE PERMIT TO PERFORM WORK IN VDOT R/W. TEST PITS c SHALL BE PERFORMED AND TEST PIT INFORMATION SHALL BE PROVIDED TO ACSA Ln MATCHLINE - SEE SHEET 6 �y — ■ ■ L ',� �'„ \ PRIOR TO ORDERING ANY PIPING MATERIALS. z w w � 2 � � ■ ■ � I ° 1 � P` (;PROPOSED WATER LOT o � Q � � � NOTE: PRIVATE PRESSURE REDUCING VALVES WILL o 'SERVICE LATERAL TYP. 3 I I BE REQUIRED AT THE SERVICE CONNECTIONS. �„ ( > MH_8 O r o o jj + _� I I EXISTING FIRE HYDRANT Q Q c h _ c PROPOSED 6" o° BEND TO ~ - - — -- -- \ I■� Q m v v TYPE A BLOW -OFF ASSEMBLY Lu w ; - EXISTING 12 CAST IRON w J � � _ iv s -- - S S s RWSA WATERLINE o i V) J \ W co °" \ Z Lu ° _-_ ---- W - - C _ • MH-g \ o \ s PROPOSED 20' PUBLIC � � c UJ - a _ UTILITY EASEMENT \ u u ri NOTE: THE FRONT OF THE BORE PIT WILL NEED TO BE SHORED. + 30 � GRAPHIC SCALE zo v � + o RWSA WILL NEED TO REVIEW SHORING PLANS FROM A LICENSED 'u GEOTECHNICAL ENGINEER PRIOR TO BORING ACTIVITIES. ° NOTE: THE 30" RWSA WATERLINE MUST BE SUPPORTED & PROTECTED DURING \ MH-7 THE EXCAVATION FOR THE PROPOSED 8" DIP SANITARY SEWER LINE TEST PITS OF THE EXISTING WATERLINES WILL BE ( IN FEET ) ' e `', •�'' � 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 Ln CONTRACTOR TO REMOVE AND \' \ THE CASING INSTALLATION AND SHALL BE REPLACE EXISTING FIRE HYDRANT PRESENT DURING THE CASING INSTALLATION_ ArA - I - - -_ o 1 - -- - ------ w o o - ---- ----- — 0 Mai m ro in, PROPOSED BORE LAUNC PIT __- ---_ _- � "' rn 1 -- \ o q -- SHALL BE A MINIMUM OF 5' - — _---- ' 4 aols �, ° °s r o _ FROM THE EXISTING RWSA 30"---------------- `, - WATERLINE ow ----------- -- DRIVE - VE -- , B RK -- EXISTING 30" DI __ -- -- _ E 1 403 E BUT RWSA WATERLINE - - - -- I R sT - - - -- s BORE & JACK PER ACSA STANDARDS 45 ----- a •.,i,, - -- _ 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 — ■ ■ ■ ■ I EXISTING WATER MELO TER I I MATCHLINE - SEE THIS SHEET N I EXISTING 12" CAST IRON RWSA WATERLINE I I EXISTING 20' SANITARY SEWER EASEMENT _ �DB.5232, PG.243-256 EXISTING 20' SANITARY SEWER EASEMENT DB.5232, PG.243-256 I I= I I I M H-4 I � I MH31 5 MATCHLINE -SEE THIS SHEET `n -- y PROPOSED 20' PUBLIC � S UTILITY EASEMENT S I SLn - - ---- IEX MH-HrvstMn-1-1 MH-1 S --_ Z 0 MH-2 --- S - o _ -- _ _ - - ---- ---� — — —-------- � S --- _ GRAPHIC SCALE - s q T\p nn11 _ tS i VV�NI ��V S S ---- -_ OF-1 30 0 15 30 60 129 - -- � EXISTING zo' SANITARY - _ o �---______ _ SEWER EASEMENT -- DB.5232, PG.243-256 I TIE-IN TO EXISTING- - ( IN FEET) o o I,, 1 inch _ 30 ft. _ z SANITARY SEWER MANHOLE i a2 I 0 z z 'y Q M J M N d' i J c:)I—I w� N N w� > 06 zW J J_ Q > O w z F— LU� J J O Q Z w U LLI 0 ul cn 0 I= J Z Lu w F- U' O JF— LLI �c J� Q Q 0O N Mw W u w Lu - W a � JOB NO. 182152 SCALE ill _301 SHEET NO. 5 SCOTT R. C LLINSIZ TIE-IN TO EXISTING 12" Cl WATERLINE Lie. No. 035791 � WITH PROPOSED 12"x8" T.S. & V. \ 05/28/20 -------- ti --- \ / �SSIONAL E �H �\ EXISTING 12" CAST IRON RWSA WATERLINE OH PROPOSED 20 PUBLIC ----� A \ LOT 6 UTILITY EASEMENT / }- - RWSA NOTES: 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. \' /HYDRANT ASSEMBLY \ o o \ 1'' 2. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE F \ i i PROPOSED 8 22.5 BEND \ i`V LOTS PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT u / - o DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE \ \�, APPROVED BY RWSA PRIOR TO THE TAP. C /\ LOT \ \ / V V � 3. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE 12"X8" TAPPING SLEEVE AND VALVE U) 4 ! �`� \ PROPOSED 8" CL. 52 DI WATERLINE oti\��T�' \ ��\ SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT OF THE 12"X8" TAPPING SLEEVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED w w LOT ] \\ \\\ A \ UNDER AND BEHIND THE TAPPING SLEEVE. Z p Q \ \� �9 4. A MINIMUM OF 3 BUSINESS DAYS NOTICE SHALL BE GIVEN PRIOR TO ANY TEST PITS OR CASING INSTALLATION. a ou ojj zV ��� �' ' A \ \ a� \ u co un can �\�� / o o Q u H < Lu L a LOT 8 < --- �� MH-23 w w a a - \ \ Oy \ � O Lu ;- - r i MH-z 4 ° A LOT g \. Ce I \ S LOT 3-- - A �v • s LOT 10 -- — ---- - - \ a PROPOSED 8" 45' BEND �� o \ V A� o� \ LOT 11 LOT 2 6. O � . e s �Ps,LOT 12 LOT 13 LOT 14 LOT 1 ° ' \ , x A PROPOSED SANITARY SEWER LOT 16 SERVICE LATERAL (TYP.) LOT 17 I. LOT Gy z 2 PROPOSED 10' PRIVATE / SANITARY SEWER EASEMENT' \ y \` NOTE: LOT 11 SHALL REQUIRE I I CD PROPOSED WATER / � o N No N A \� \ W C) O N O O CEMETARY - �- - �' TERAL (TYP.) LOT 18 \\V� �- EXISTING SERVICE LA A TRAFFIC RATED METER BOX \ \ \ o m M -15 _ \ M N MH-14 \ \ �_- PROPOSED 20' PUBLIC • XISTIN � . � - _ "\ T_ LOT g - UTILITY EASEMEN - EMETA Y goy e — \\ - 1 V - — - b . - o • . a o - .o �of b •' —_ 0 • ,o Lu S PROPOSED 20 PUBLIC \ PIS ` ,.\ \ .UTILITY EASEMENT LOT 20 \ ` � � \o O 16+00 0 A \ y +00 EMPIRE STREET ---- 17 I . _ --- i • 17+50 _. P — LOT 52 ----+- -- UgLI R/W M 1SxSo MH-13 M J 1----------- -- (8P -- - M �v --- - � LOT 21 � _ M �' S CNI -- - _ • - _ NOTE: LOT 20 SHALL REQUIRE �� / \ LOT 1 PROPOSED 8"x8" TEE —" S"o \ A TRAFFIC -RATED METER BOX \ co 5 PROPOSED FIRE HYDRANT LOT 22 — _ - - \ � � & (2) 8 G.V.' o � _ _ ASSEMBLY w/ 8"x6" TEE O LOT 46 \ V ��► A LOT 2 \ 3 �\ N o a � LOT SO y- A PROPOSED 8" CL. 52 DI WATERLINE06 1 \ - .. 0 LOT �- \ s �'� PROPOSED TYPE A Ld - LOT 49 - ° A BLOW -OFF ASSEMBLY ,o PROPOSED 8" CL. 2 DI W I 5 E R L I N E �� � � � j �\� � ti5k5y ��\ I LOT l� PROPOSED�� o ,�� Z oC , 44 � � 8"x8° cRoss 0 �P � I W LOT 48 _ � � _ �n - � �� & (4) - s" G.V. � � � � a Q _l � PROPOSED FIRE HYDRANT ti5 \ �/� \ EXISTING 12" CAST IRON O M ASSEMBLY w/ 8x6TEE o , - m • • I "" \ i . • � .- "` . ° � � j `\ ' \ \ RWSA WATERLINE —b LOT 43 _ - Ln + ° Q i �k5i\ \ > PROPOSED 8 CL. 52 DI WATERLINE H� \ LOT 47 MH-zo �\ I I PROPOSED 8" CL. 52 DI WATERLINE- i - o . . , v> . o 1 _ k v U LOT 24 � k00 � - ,r - o -- - f . W PROPOSED 8 x6 REDUCER \ \ - - _ - - + - LlJ • I W - _ +00 1 _ W = - _- ET + o _ WEDE STR 12 5 _ \ M H 11 \ , O \ PROPOSED 8" CL. 52 DI WATERLINE �, 1 +50 12+00 - ------ - - W y�y 0 (5 PUBLIC R ) - --- - _ � � LOT S i 10+ 11+ o o ---- -------I- _gip s _ 5ul _---------- - - -o--------- - - - - - / w �a 0 — . . •- o - W P. P PROPOSED 8"x8" TEE-, o - - M - \ --\1 _ 0 =- ----- , �, LOT 26 \ w \ - (2) - 8 G.V. - - — - . \PROPOSED - _ - S - -_-- - MH-17 G.V.PLUG _ — - : - - - O 8 & UG = I � ��� MH 10 Va � MH-19 - \ PROPOSED WATER i _ I= - MH-18 - --- NOTE: LOT 34 SHALL REQUIRE - PROPOSED SANITARY SEWER \ �, ' LLI PROPOSED FIRE w 8YDR TEE SERVICE LATERAL (TYP.) 1 I PROPOSED 20' PUBLIC A TRAFFIC -RATED METER BOX ; I \ SERVICE LATERAL (TYP.)ASSEMBL� A PROPOSED 1 ' PR VATE - LOT 31 - Q / I UTILITY EASEMENT o I LOT 32 \ \ I ) Q 5 SANITARY SEWER EASEMENT I NOTE: LOT 38 SHALL REQUIRE L T - \ A TRAFFIC -RATED METER BOX I I O 33 LOT 2 C� \ PROPOSED SANITARY SEWER I LOT 14. \ I 7 \ LOT 6 35 I I\ I O �\_ \ SERVICE LATERAL (TYP.) I � LOT 3 LOT I �' � - `n__-� � � O v LOT 41 LOT 40 LOT 39 LOT 38 37 ) \ - ( cV LOT 42 I PROPOSED 6.1. CL, 52 D1 WATERLINE \ uj LOT 28 - - - -- PROPOSED 20' PUBLIC \ v UTILITY EASEMENT \ � w \ - \ - \PROPOSED FIRE HYDRANT LOT 2g \ GRAPHIC SCALE - \ \ k I- \\ �- ASSEMBLY w/ 6"x6" TEE i I I \ JOB NO. 30 0 15 30 60 ---- - ----- \ \ 182152 MATCHLINE - SEE SHEETS \v, SCALE I 1 3 \ NOTE: PRIVATE PRESSURE REDUCING VALVES WILL ■ ■ ■ ■ / PROPOSED WATER LOT O \ ( IN FEET o i SERVICE LATERAL (TYP.) 3 I I SHEET NO. 1 inch = 3o ft. � IRF REQUIRED AT THE SERVICE CONNECTIONS. I I 6 � \� \ =5 3.00 m - 54 60 4 0 0 � +� i YD-3 PROPOSED PRIVATE YARD- 3oA _ & ROOF DRAIN SYSTEM I T 4�+ / s.olEP �' A 28A ti5k5° -1 I - 5 70 FFE= 6i. o '� - / ,l 5483 TC i -- 5 5 I PROPOSED YARD DRAIN \ LOT 48 3 � 5 0.0 22 560.30, GAR=561.00 � �x 9 28B I I, FFE=56z.17 _ 6 $5��7 5 PROPOSED WALL S�$ s47 so - ` °o ' 547.0 \v _ 1 GAR=56i.67 � -, � (MAX. HEIGHT=3') - � YD-1 3oB �� � s4s7EP � �°° o i i� 16 FE=56o.83 43 546 F - - S a Q 54 83 - `� LOT -�- GAR- 60 5 5 o g. �n FFE- 6i. 0 6.3/0\' ,. � � I 5sg 6 3• PROPOSED 20 PUBLIC 12B ___ - q_" - 'i tilh� , j \ 1 \ GAR=561.00 ':ss .s �+` o FL DRAINAGE EASEMENT °i 559-- - �- _ '�� 543.8 EP 25 \\\ PROPOSED 20' PUBLIC h Tw �. - 57 -- �l j' 22 \ DRAINAGE EASEMENT / R I ss9TW - --ss3 s BW- - ,- -- --- _ --- --- -- s44.z EP ~ +po �s44.�rc vX GFE=541.33 1 \ = 556 6w- ---- ------ ---- - - 14 s° �5� AR=540.67 - 23 -- - - ---- 5 --- rt _ - -_ -- -- - 1- - - ss � --- 44 � , , LOT 2l+ 1oA EP z o EP + 9 e I ' S57J ----- �% _ SSz.3 TC; -- -_ - 560.0_- � _ S� 13 _ 5° _ sss.°rc DE STR ET --'' r �39• 5 3-� PROPOSED 20' PUBLIC 56o.irc �3+0o GE EASEMENT 56o.5EP - k____- W s DRAINAGE ( 4 UBL�C R W) 12+50 `r0 -- .... W _ 543 90, - WALL 56o.arc - _ --- ----- -- --- = _ (MAX. HEIGHT= ) 12A 11 .r 12+00 10 _.• '. � 'a ,�, FFE 539.33 `' a�- ---- -sd, 14 ��� .PROP 2 PROPOSED �/ 559-SEP 11+OOI-------1 --- - - - N 'Y° = tL� � GAR PROPOSED io PRIVATE 6 �4 ss9.8rc o --------------- h - - 4.5 $ 7 0% 37 / - - E 3 y 3 \ LOT 253 / DRAINAGE EASEMENT d 551.oTc -- - ----- - -- - °--------- 11+ o vV h 552.90 ?3 --4 - --/o `, 5 536. 4 YD-21 / - I �sW 5 5s5 50 � _ --`_-. W 1p+Op + o 49.00 - _ - --- - 10 5 50.90 - I w -- -- --- o - _ L \\ 57:45 -- T 2 6 L o .--=1--- 553.50 , , � 1 O � I 559.03 � 4�'95 � o e _�-- - --�- --- ° - r - 37.3 , - , .. . , � 51.5 GAR -- -- 556 - -- �% �^ � 535 33 :-� \ ` FFE 5 3 -- ° _ � 559• % � io .2 /o 56o.zo ---- - -�- ' --- --- - --- i 2/0 - o � 8% I ., �,� � ���-� �' PROPOSED WALL J \ ' o -° '° 4 31� � N� (MAX. HEIGHT=6') -- a \ ° 5o i 6 - - - \I o FFE=545.50 PROPOSED 1o' PRIVATE I - I I .� 1'' DRAINAGE EASEMENT \ \ I I FFE=546.83 GAR=545.00 1 �, `" ,°J, _ • �� I FFE=547-50 54 33 �' I + 530.75 I \ I PROPOSED PRIVATE YARD GAR= 6. LOT 1 N 31 5 0 I FFE=549.50 GAR=547.00 3 ; i I FFE=534.67 \ & ROOF DRAIN SYSTEM \ FFE=553.00 FFE=551.0o GAR=549.00 LOT LOT 32 \ I GAR=532.67 YD-2o \ `row FFE=555.00 GAR=552-50 GAR=55o 50 LOT 33 z I LOT 2 FFE=56o.00 FFE=559.33 II FFE=557.00 G 4• o LOT 34 \ PROPOSED WALL'7 s3 s \ - FFFE=56o067 _ GAR- 6.50 3 (MAX. HEIGHT=4') I�cfs -$5 c���s LO�f 8 ��� 35: - FFE=56i.33 LV0 71 LO I O 3y I 3 3 LOT 6 , / 5z8.3 5 \ �m - � � o A - 8.s - _ \ A o.8 � \ 43 I � 2s ° L - / h h� I . .8P/o --� FFE=532.67 GAR=53o.67 �54 544� i s A LOT 28 \ o I ,� I 526.1, "s 4 ,5�, \ I \ aF`� - - - - -- - - _- �. I x FFE=530.67 w� - 554TW 5535 553BW SSiTW 48T 545TW 542TW GAR=528.67 \ _ - - I 55z BW 55o BW �54 BW 54 -544 B 54? B 54o BW _ _ L \ PROPOSED 20' PUBLIC A PROPOSED PRIVATEJ MATCH1INE - EE SHEE 8 53° V �� l�j \ I DRAINAGE EASEMENT \ ROOF DRAIN SYSTEM ■ ■ ■ d �� PROPOSED WALL / = FFE=528.67 I (MAX. HEIGHT=5') PROPOSED 1o' PRIVATE - - o + �5, 4 5z4.4o 3 .8 0 GAR=526.67 I YD-19 DRAINAGE EASEMENT _ 523, LOT 30 1 uj 44 wz733 ot - t/ I ,J S �.w m. • 2 52 43 e' I I I \ �I •II -0 1 1 PROPOSED PUBLIC DRAINAGE I °+� _ 1 . &SWM EASEMENT , � (�I PROPOSED- PROPOSED 20' PUBLIC � 1 � ' � � I S � � SWM FACILITY \ DRAINAGE EASEMENT I �42 SWM 39 - - 1 1 I 2A 38B PROPOSED VDOT STD. ES-1 1 4 -h 51 WITH RIPRAP OUTFALL _i - PROPOSED DOGHOUSE \ \ 0 �/ 47 -- MANHOLE CONNECTION � - 48 42B0 r zo - 49 - - - _ w - \ _ - -- o V A N, O+ 3 8 - - - - y ° sp - z _ - - a eAo I I I TIE-IN TO EXISTING 24" RCP CULVERT WITH PROPOSED DOGHOUSE MANHOLE. - RIV - = JERK 14 _-��- ,. ATE E --- S T R -- - - - �I -- , Pill _ _-- G \ � I GRAPH`,IC SCALE 30 0 1'� 30 60120 " (IN FEET } \ \1 inch = 30 ft. - L i / I �v;TR >1N (�s CD. U Lie. No. 035791."t--, S05/28/20 A����� ZONAL Z Z � Lu Lu Z _l Z Q C 0CLr00u � ¢ Q C m (� Lum 0 J Q Q 0 u Q w w Z O a a < > U) U) C Lu Luw w - 0 r 0 0 N N N Lu r1iCD 0 0 0 0 Qrj ____ r rn LD 00 '-i -A M M t Lu y) z z ~ M J M Cn N - M _I N N W� > 06 z w Z0 J J J Q Q- O w w pe 0 I-_ Luz O J - Q Q Z E z Q H-q Q U L L. 0;6 wLu � Y � z O o ulO Q J � ZO� w j w DC J� Q Q CD � 000 N w u F_ Lu w w a JOB NO. 182152 SCALE ill _301 SHEET NO. 7 SCOTT R. C LINS_ U Lie. No. 035791 2 05/28/20 PROPOSED VDOT STD. ES-1 / �S°sIONA L YD- \_ j - 570.0 CULVERT / PROPOSED 1o' PRIVATE N / PROPOSED VDOT STD. ES-1 h � � � �----_-_ � WITH RIPRAP OUTFACE DRAINAGE EASEMENT / / sj , o - \ y � LOT 6 _ PROPOSED PRIVATE YARD �FFE=� 5 GAR 572�00 & ROOF DRAIN SYSTEM / FFE=572•50 / F GAR=572.00 \4% \ - � u 57i.o LOT 5 6 LOT 4 % 57 o 75 A FFE= z. 0 4 5/0 - A �� V ��� \ H 57 5 /� / o _ _ � GAR= 2.00 / = \ D-1 _ 57 � 570.25, / . LOT �� Y 8� �o�% ���� �� b. 5 \ �I FFE=57o.83 � �`� �� 6 j r p p o =570.33 68 _ r % GAR _ - / 69 s �� 7 U m U)i U) �; 3.40/0 LOT 8 - Lu i w cn / : - s �FE- o.i Q Lu � 8%� % _ A d -- z - a a YD ] 57 .70 3• GAR- 6 6 V O I- 57� 30 - 5 9 7 A YD-1 YD-i6 PROPOSED io' PRIVATE U) z o o F 5 s - S 7 - DRAINAGE EASEMENT w w 4 O - / L■ � Lu > > \ o% 20 x �4+ ,� FFE=569.50 V A� YD-�5 PROPOSED PRIVATE YARD W O � � � c / ° GAR-569.00 ���� 56 / c 0 57 157 YD-6 60'x 6 564 Ii LOT 9 567. ' � \ � &ROOF DRAIN SYSTEM LOT 3 _ _ _ 6�.s ' LOT i , / � � � 8.70 10 � 64.0 � - L 5 j 5 FFE=572.67�. � S�� s\ GAR=572.i7 5703dX SO\ FFE=568.83 t 5 i\L \ GAR -- I \° \ 3. % n 570_90 �i =568.33 YD-iL} T 11 \ LOT 2 A LO LOT 12, _ FFE=572.00 51 n0.00- -�, o / ' 560.0 \ \ _ . _ FFE=568.17 � LOT 13 � GAR= i. o 57 5 �, 7060 568� 567.75 4 5 GAR=567.67 LOT 1L� LOT 15 I . • e i o� A 5 FFE=567.00 LOT 16 YD-1 I 3.0% �_ • - ' S /.fJ\ \ e Y GAR=565.00 FFE= 6 6 LOT 1 3 � 5 5. 7 FFE= 6 00 � ' �� 5 3 7 GAR 6 .00 FFE= 6 .6 7 \ \ S6 � GAR= 6 6 5 3 7 � %i 5 3 GAR=56i.67 FFE-56z.33 557 5 � .5 EP � F \ 559 �� s ,7 s FFE- z o0 GAR- z. o LOT 1 \_ - 5 EP 566.8o L GAR-56o.33 GAR 56i.000 y A I \ � 00� EXISTING s Ep\x 56.80 °� - TC , � 0 N 0 N 0 N w 0 0 CD0 0 Q YD-5 567. :TC S - / \ - W 64.0 CEMETARY ° j � FFE=56o.33 S62 iD 6 -4 567. 1C Z \ {6.6%5 GAR=558M .33 \ ,� -- YD M Lf') - � 5667EP,i+ 20 •2° s - LOT 18 / XISTIN � •7-�- � 6 .6 ,7 EMETA 7Y (olx S- FFE_ �6% S _ - _ 12 D_ _ 5 8.33 y �� - 9 � I � �� r - �• .. '. ` , 6 � . �-- ,_ 6z.6 _-; -i 8d --S6o.5a\ a - I_- \ \/ • S ' _ GAR=556. 33L9 563.o I - s-(x -- -- - - 6Fs. Tc - _ ._ �;! ••` 34 , 6 - 6. /o 17 N ��' 563.6 EP �� � _ - 6s.zoFL 6 o L 35 . , � 556.30 � FFE= 6. � _ i �\ \ °.50 \ __--- 5 3 559.9 AR= I � _ --_. 5 3�9 56z.o5FL � 558.6o L - -_ d55 � /� G 55 33 � z � � � � �- r S�cQ FFE= 68.1 66 0 563.8EP 6 TC 563.5TC 562.SoFL ` 554.33 \V� - , , A � 563.2 EP _ 5 7 _ _- t GAR= 6 .6 _ 564.�rc ��16+00 _ 34A % ;.8� LOT 20 A S � D �� M EMPIRE STI\�t EET 16+50'� 555.70 - a h i'JI 556.95 L LOT 2 ,� BLI - 6 1 57 7 � _ ,_ 5 �`RIW) \ \ 7+ o �` 17+00 �48' PU ~ - 5 i.6 EP I \ FFE=554.33 ` / _ M V1 5 65 igTC �° _ S+SO \8 AR=55 33 \ N l8 0 �< 5�4.so I 6 . ---- \ 56i.8 Ep _ - \ $� 6 6 EP - 534 } � -` 5 3--- 5 �19 � LOT 21 6, o _ v _ _ . s . 5 _ Z 563..9 TC _ �5z.�TC = zo - - 54 - - 30 , GAR=66, 66 6 - -- • �� . $5 �'co 5 5 7 55 B 1� A i FFE=S 3.00 A \ I I m LOT 51 =-' �I �' �7�i---- s�, x°o �\ _ . 4 �� 34 ' 33 LOT 6 a z oFL .z�5 � �!� I � - ', �, =•l 4 � I � � 5 .7 � LOT 22 � N J z f - 6 9% FFE=564.67 I S �'YD 11 r 4 LOT 50 0 � �� �5�GAR=564.00 PROPOSED 10' PRIVATE 5§� 5 LOT 2� 5 � > 56z.55 32 �_; o. S � �� FFE= i.o 55 433 - uri - 5�O 56� FL'--�- - _ DRAINAGE EASEMENT � E' % GAR=549.00 YD-10 N FFE- 6 8 2 GAR= 6 - --- LOT 1�� 5o.goF449� - y i _ o , r ,�( `rI- -x - � � - FFE= z � PROPOSED PRIVATE � ` so 31 � ���< � �,_� \ - > W 2 05 0% 5� '8 3 PROPOSED 20' PUBLIC �� o, 0 5,- - ROOF DRAIN SYSTEM 564.0 - GAR= 6z. 5 30 LOT I Q -- C � � ', ' 4 �� '�_ � 5 �, �. ��\ DRAINAGE EASEMENT LLJ 561. \ \ FFE= 6 0 �5 5 0 6�.8 FL - O 5 � � � � 549.zF4 , \ � � \�, GAR= 6 00 + _{ - ---- --- I �� \ 6o J 5 3.5 � YID 5 3 I - - > PROPOSED PRIVATE Y R � � i \ .54 �� � � s�- i -- t 7 m LOT 44 A 28A ti5k5° i W & ROOF DRAIN SYSTEM _ I PROPOSED YARD DRAIN 4a oEP f 28 - 5 p.6b � 3 7° � FFE=561.50 I i �\ �\ 5 8.3TC :n LOT 8 x o - 4 � � 22 � I' -- I GAR=56i.00 � v �. � � � �_� 1..� 3 60 30 x 28B _55 77 7 PROPOSED WALL ��� 5� 47So o 5470 ✓ A \ _ --r _ FL \- \ FFE- 62.i 6 55 \ (MAX. HEIGHT=3') YD-i 3oB EP x /Lu Z GAR- 6i.6 � -- --- - � � `• r�`�?v�\ pp `\ I � ��I 545J -� 15 � � - r 546.o TC 437 EP, l \ 21 -- LOT 4 Q Q FFE=56o.83 3\1 4.oTC 1 \ ,Y LOT 47 o GAR 560.33 1oB � 27 Q ' I N 1\ FFE=56i.5o 6�3%\ g`z_ p 559 6p . % PROPOSED 20' PUBLIC 12B 1Lt�5 \� � GAR-56z.00 55 $ _ �+ 5` DRAINAGE EASEMENT _ - _ > - ' Z _ z ,�xx \ PROPOSED 20' PUBLIC - \ ! I \59- � .,. � _ _- -__ - _ • ---- ,., s43sEP 5 U-co Y 57 TW _ __--_ --, - \ - - - _ � '- -� � � � -� -- -- --- 559TW 544.z EP +Op k y 26 FFE-541.3 DRAINAGE EASEMENT- , ,, - -- B - _ y • 556 BW = - - --- _ -- -- - - 544 s TC ®.1�t 10A JO G��C \•. GAR=540.67 _ \ - - -- __ -- 3 9 I 557.7EP 5z.oEP _ 1 i5p _ 9 30 T 24 \ L v L -- \ Lo 60.0 - -- =559.8EP� 558.oTC 55z.3TC; - y -__ 3 l - 53955 _ \ PROPOSED 20 PUBLIC \ -- WE'DE STR ET oo ENT - - 6o.iTC �- - -- -- -- _s_ GE EA 5' 66. EP PUBLIC R W) 0 s - �3 PJ- 543.90. - .- \ \ DRAINAGE EASEMENT s ��.` PROPOSED WALL C) O 5 5 __ � 4 12+5 0 56o8TCk - s 12+00 12A 11 \ FFE=53933 (MAX. HEIGHT=2')LfiPROPOSED 1o' PRIVATE 6 z 559.sTC 11+00 0 - s 14 `� w - , - - 4 50 7 0% GAR=537.33 - - O 560.7 EP 4 11+ O w - - - - r� 55Z 90 13 4 \ \ LOT 25 I- DRAINAGE EASEMENT 561.oTC � �+ �N 5 55550 - oo" 547.35 _-� --- S� 5° l 536. o � YD-21 W X - -- v - ,_ _.--_�-----� -_,-; • -.. ----- - � -�- 5o.go ._ , o • -- - �� 12 5 - �'•, � �_ � � ��` v�+ �k `�\ �, A �- � � � W - 557•45 _ .�l� LOT 26 _ - 559 03 55850 -��_� - - -,-- 553.5on _ > _� =-.60 - 4_a 95 _ 4% 0�z Lu N -- - -- 559.60 - - '� - �- - o • _ V �V \ 537 S 5 ; u- 556.io - z% ; • r --- - �5 -O5 - - - - - IL- - -�- r- �i % ',1- -� `� \� GAR-535.33 �r N 1 _ - -- - 559.io , 56o.zo 559.63 5 - -S -- y - - ° \ �� PROPOSED WALL U) y -- -- �r _5_3/0 � , \ /o \, � t� � , o � (MAX.EIGHT=6') \ -- i 1 o � -3 0 r-- 4 I PROPOSED 10' PRIVATE FFE o •I � 545 5 DRAINAGE EASEMENT FFE= 6.8 I _ 547.5 GAR 54 6 3 GAR 3 0 ; 1 � N 53 75 -:1 � - I PROPOSED PRIVATE YARD Q FFE = 0 FFE= 547 0 54 33 LOT 5 1 ; �, S3 + 5 to &ROOF DRAIN SYSTEM r 549 5 GAR- 00 / - 55 5 GAR o0 33 3 FFE-534.67 �.! m FFE= oo GAR 5552..50 GAR S510 0 549 LOT LOT 2 I - - - GAR=532.67 YD-2o \ �� O \ FFE=56o.00 FFE=559.33 FFE=557.00 G 55 4. 0 LOT %, \ PROPOSED WALL - LOT 27 533 s O LL _ 34 \ FFE= 6o.67 GAR 6.50 �A4gg��56 _ FFE=56i.33 5 0 GAR= 9.50 A = 8.8 LV I] LOT 36 LOT 35 5 \ �I N w GY)TO 1 LO 0 �L� 39 I LO�f 38 - - ��� - 5zs.3 ( 4)I \ �L�3�4� �+ 4 � � za o I 8P/o FFE=532.67 h - , --� GAR=530.67 � I I I > 2 f I � 5 \54 44_ - o A -T LOT 28 - + - Lu --- - - - - g -11 i r, w 4 5�6 s -- - _ 4 4 "5 4 •5 E-55 0.67 �wz� � c=n 7 7 � FF \� � GRAPHIC SCALE 553BW 551TW 8T - i GAR= 28.6] 554TW 5535 4 545TW 54zTW I' JOB NO. 30 0 �5 3o eo �2o SSzBW SSoBW �54 BW 54 �544 54? - - 54oBW - - I---- -_ -. I � "i _ ' ,_ ._ LOT 29 I ------------ - \ - 182152 III i m!"PROPOSED PRIVATE -MA CHLINE - SEE SHEET 3 it - _PROPOSED 20' PUBLIC SCALE 5 p DRAINAGE EASEMENT ( IN Ft"ET ) PROPOSED WALL ROOF DRAIN SYSTEM ■ ■ ���■ j FFE=528.67 1= 30� o 5�4 40':GAR=526.67 I I YD-19 1 inch = 30 1�. (MAX. HEIGHT-5) PROPOSED 1o' PRIVATE + 5�4 3 �,�.8 o SHEET NO. 523,,8 l LOT 3o 8 DRAINAGE EASEMENT k � � i I GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL 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 PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN 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. 5, WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT 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. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 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 OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT: 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DI TCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 5' WIDE CONCRETE SIDEWALK 3•/ EXIST. GROUND 29' 3: 1 6' PLAN 4" VDOT 21A STRIP STONE BASE EXIST. GROUND 5 5 0, 5 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vE CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. 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. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. RWSA GENERAL WATER & SANITARY SEWER NOTES (APRIL 2016) 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0 ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE 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 FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 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 EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TREATED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 22' ACCESS EASEMENT POINT OF CIL -FINISHED GRADE SURFACE PAVEMENT (VARIABLE WIDTH) SM-9.5 1/4 1 1147: 1' /\\j Eye os 4" CONC. o o0 i BASE COURSE 21A STONE BASE 77 77 ,. (TRAVEL LANE) (TRAVEL LANE) 20' E/P-E/ 4" 21-A STONE BASE CONCRETE SIDEWALK EMERGENCY ACCESS ROAD NO SCALE NO SCALE CG-6 POINT OF CG'-6 CURB & GUTTER /- FINISHED GRADE CURB & GUTTER 2%' SURFACE \\ 2% 4" VDOT I 4"_VDOT 10' (IRAVFI. LANE) BASE I 24' F/C-F/C SUBBASE 10 (TRAVEL LANE) 5• WIDE CONCRETE SIDEWALK 29 6' PLANTING STRIP 4" I/DOT 21A STONE BASE r; 5 TYPIC,4L 1VL'IGHBORHOO.D S''TREET )SUCTION (48 ' R/ ) S#WVF STREET (STA.14f50 TO 15f72) - (PUBLIC ROAD) _RJfPIRE STREET (ST14.10f00 TO (ST14.16f82 TO 17-A01) & (STA. 17f21 TO 17f76)- (PUBLIC ROAD ,VARSAC STREET (ST14.10f00 TO 12f48) & (ST.4.12f68 TO 14f32) - PUBLIC ROAD GS--SSAR R-ESIDENTIAL & JfIXL'D USE SUBDIVISION STREET DESIGN SPEEl0• 25 JfPll CG-6 4" CONCRETE CURB & GUTTER SIDEWALK 3•� EXIST. GROUND 29 / 2q, 6' PLANTING 4" VDOT 21A STRIP - 4" VDOT STONE BASE 21A BASE STONE EXIST. GROUND J BASE 0' 6' 0.5 (PARKING LANE) (TRAVEL LANE) EXIST. GROUND EXIST. GROUND C%L R, POINT OF CG-6 FINISHED GRADE CURB & GUTTER 4" CONCRETE SIDEWALK SURFACE 229 9' 6' PLANTING 4" VDOT STRIP 4„ 1/DOT 21A SUBBASE STONE STONE BASE BASE 10' 2.5 6 5 0.5 (TRAVEL LANE) 54' TMACI4L 1VEICHBORHO0,0 STREZET SECTION (54 ' R%IY) SWEDE STREET (STA. 10f06 TO M-k5O) - (PUBLIC ROAD) Jf.4RSAC STREET (STA. 12f48 TO 12,168) - PUBLIC ROAD EafPIRE STREET (ST.4. 16f42 TO 16f82) & (STA. 17f01 TO 17f21) - (PUBLIC ROAD) GS--SSAR RESIDENTIAL & afIXED USE SUBDIVISION STREET DESIGN SPEED.• , 95 afPfl P.4RIfING ON ONE SIDE ONLY EXIST. GROUND EXIST. GROUND 6" 0 a' P l , f � L O \\ \ \\ \ \ / O � C] SCOTT R. LLINS'Z � Li.c. No. 035791,E \0 05/28/20 w� ��S�II ONAL \/1 Z z Z z F \ Z z 0� J w w - C i r0� o QaD 0 L ' H U w ED L0 J (n Q (n Q L c ' �■■� o ¢ w a w a - < C c ' (n > Z (w Lr) `x / f'` /- / C L �V A L c TRIP GENERATION SCALE: 1"=80' Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Empire Street (Public Road) 500 2 520 4 4 12.48 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 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 ISM-9.5 1.5 2.25 BM-25 3 2.25 21 A 6 0.6 13.73 NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (1oTH EDITION) 52 SINGLE FAMILY ATTACHED UNITS - CODE 220 ADT: 381 VPD (1go.5 ENTER/ 190.5 EXIT) AM PEAK: 24 VPH (6 ENTER/ 18 EXIT) PM PEAK: 29 VPH (18 ENTER/ 11 EXIT) TOP OF CURB 4'�1 �_2" R SURFACE COURSE-\ 6 I 1 a a e 3" BM-25 INTERMEDIATE COURSE 13" ' a `a a' a . 7» COMPACTEDAGGREGATE < <a BASE # < Q ,a OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS \ / / /\ / �\/\\/�\C'��\'�/\/Q a<n AND UNDERDRAINS =I `r SUOBGRADED ASPHALT PAVING - ROADS STANDARD CG-6 UNDER NO SCALE STONE#57BASE CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. CC-9B WIDTH OF Ci ENTRANCE � � � LIMITS OF PED. ACCESS ROUTE ® o LIMITS OF PED. ACCESS UTEEN fp WIDTH OF ENTRANCE UNPAVED SPACE NON-TRAVERSABLE_71UNPAVED SPACE EXISTING OR PROPOSED EXPANSION JOINT - SIDEWALK OR SIDEWALK SPACE WIDTH OF ENTRANCE Q L 2' - 0" ? EXPANSION JOINT w LIMITS OF PED. CCESS ROUTE ® o NON TRAVERSABLE •' LIMITS OF PED. ACCESS ROUTE E w RI n ddE W N 0 CURB INCLUDED IN PEDESTRIAN ACCESS ROUTE DETAIL WITH & o ENTRANCE GUTTER rc WITHOUT UNPAVED SPACE <V as w 0Q A Z w w ADDITIONAL RIGHT-OF-WAY IS REWIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND FLOW LINE z EXISTING OR PROPOSED VDOT RI HT -OF WAY. I I °1 x F EXPANSION JOINT ENTRANCE WIDTHpESIRABLE MINIMUM 16' • �. p, • b. 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 00 o . o. o FACILITY THAT CAN BE APPROACHED, ENTERED AND o EDGE OF PAVEMENT USED BY PEDESTRIANS. IF ACCESS ROUTE 15 ADJACENT 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. • c. WHEN USED IN CONJUNCTION WITH STANDARD p, p PARABOLIG CG-3 OR CG-7, THE CURB FACE ON THIS U P SIDEWALK CURVE STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SPACE NORMAL GUTTER SECTION E-E e,^ , p, e. ' °• ' °' ° q.oe�e oa� Y 40• o W0% TO tOX CHANGE 1`3.. �boga: o4o`7 e°1 • CLASS A3 (H.E.S.) GONG. YoYe:eoo4 6" AGGR. BASE TYPE I SIZE 21B °. 5'-0.. 12% MAX. SLOPE I 5'-0" & POINT OF GRADE CHANGE 4. ' ti• . �, FOR CURB AND GUTTER ONLY . c. • a. • e. FOR SIDEWALK CURB AND GUTTER x x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS o o • BUILT CONCURRENTLY •� � �e`+'o`�oo 0 X x SECTION C-C 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND B X 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 EXPAVEMENT I I (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE - --------------- ---- - - COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 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/p INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE,UNLESS WAIVED 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 TE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS, XVD❑T SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET 1 El REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2X FOR x I A WIDTH OF 5 FEET. 3 I A�-T -STREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS o (�, AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) vl 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 (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 CG-2 OR CG-6 CONFIGURATION. / (SEE NOTE 1)- 2. SEE STANDARD CC-12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. SIDEWALK (SEE w NOTE 5) I OPTIONAL UNPAVED SPACE FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE -� - -��--- R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION 2 EXPANSION OMITTED IN THE ENTRANCE.) JOINT I JOINT V) 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-D" OR AS c�+ MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 101PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RAOIISHOULD BE INCREASED TO 7".(SEE CG-13) EDGE OF PAVEMENT OR 8 X MAX. D OPTIONAL FLOW LINE GRADE CHANGE ® _ _ 3- B. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _ - - ' - - - - - - - - - NOTE 7) THE ENTRANCE. SX MAX. ® D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MI 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES B. WHEN CC- 111S USED FOR STREET CONNECTIONS, THE ® CONSTRUCT CRATE CHANGES WITH A PARABOLIC CURVE. TI T I R WITH CONNECTION MUST BE DESIGNED N ACCORDANCE W AASHTO POLICY AND THE APPLICABLE REQUIREMENTS A - A GN STOPPING OF THE VOT ROADSECTION SIGHT DISTANCE D K VIALUE REQUIREMENTSG 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION GUTTER TO PROVIDE POSITIVE DRAINAGE B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 n. .p, p '° (H.E.S.) e. - CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANGE D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 X 3 % MEDIUM 500-1500 VPD < 3 X 6 X LOW LESS THAN 500 VPQ 5 6 % 8 X NOTE1 ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS IFICATION VDOT ERENCE METHOD OF TREATMENT ROAD AND RIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 F_ - z w � g = g O U D z i z J J z O � w 5 � m J i ¢ w a 0 w V) JI > CD o CD o C:) N N N N N w o 0 0 0 0 ¢ � rq o 00 ,\1 M M L z w w w J01� J z 1--1 Cz 0 Ul O J I..L LIJ 0 z_ 0;5 LL W O O z O LU O LLU co I- LU O w af CL. U) JOB NO. 182152 SCALE 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 13E 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'. COVER 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVE7x2 OF 3 FEET. OFGROUND T ATED 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 5' MIN VDOT CLASS 1 RIPRAP T3 0' MIN. 6" PIPE 6" 6„ VDOT NO i STONE BEDDING 6" PIPE 0.6. 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 �• 3.0' MIN- ;, UNDISTURBED MATERIAL A ELEVATION NOTES: 1. WHERE LESS THAN 3' OF COVER 15 AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT WILL BE REQUIRED_ 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3, THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED NTH 18" OF VDOT CLASS 1 RIPRAP, SEWER TYPICAL STREAM CROSSING N.T.S FIG. S-7 TD-38 1' COMPRESSION X 3/4• OR APPROVED EQUAL 6;jt FOR USE ON ATTACHED SINGLE FAMILY RESIDEN73AL SER`ACES OR DUAL RESIDENTIALAND IRRIGATION SERVICES. pp NOTE NO SWEATED DTTIMOS DUAL SERVICE R I- COMPRE5SON K 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE 'K' SOFT• COPPER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROMoED. SINGLE SERVICE NOW.. 1j SAbDLES SHALL BE USED ON PVC PIPE. CAST IRON UQ FINBSiIE'D GRADE 35" MIN. - OOPPER�TIER 1/e BEND CDUPUNC-y \k ems_ METER CORPORADCN STOP lA•H N 4.b 4' BRICK AS y NECESSARY SAND OR DUST UNDER ROX AND SERER (2-INCH ib)' r tY•. ' >t (, w e DIAMETER DRAIN PIPE, 12" 4 >2A LONG STCNE POCKET, VDOT MINIMUM THICKNESS) A) 4 r1 ! yor 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 SOi , OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION VSTABLE 8„ 4 MI INITIAL BACKFILL lm,-- MIN 8" B• SOIL MI MPH. # STONE 'GRANULAR FiLL AS ,;• APPROVED BY ACSA 5 bct� STABLE SOIL 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 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET CLI BEND L H I T L I 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 3.56 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 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 121, 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0,52 22 1/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS TS FIG. 3 ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURRED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD " �WATER MAIN zs VALVE 3 24" MIN UNDISTURBED EARTH PLAN f r -CLASS A-3 CONCRETE 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,S,I. CONCRETE , "1 BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS QISTUR8E0 OR WHEN RESTRAINED 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. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL FRAME & COVER (SEE FIG. S-1-D,E) N.7 S, FIG. W-4 TD-8 I H, 0 " POST WITH CAPPEDSENDSVANIZED PAINTED BLUE INSREMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. Tc � FINISHED GRADE SCOTT R. LLINS'_� �J Lic. No. 035791 � 03/16/20 ww ADJUSTABLE TRAFFIC RATED �S� �0\� II VALVE $DX W/ LIII ZONAL II Z LJ Z N M.J. GATE VALVE WATER LiNE Z w d o U 2500 P.S.I. Ln V) CONCRETE 2'x 2' BEARING AREA. I- Z T- THRUST BLOCK d w w 0 Q O O cl� m a a Q U cn (n (n U U w NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND Six (6) INCHES ABOVE GRADE. LU LU Q W w Q TYPICAL GATE VALVE o z o o > NTS FIG. W-5 ui w � fv,I p w w > & ce LU TD-9 I a_ II io - VALVE BOX 4" DIAMETER BRANCH STREET SURFACE OR REMAINING BACKFILL SHALL AND VALVE NON -PAVED AREA NOT CONTAIN ROCK MATERIAL LARGER COVER LIFT NOTCH 36"MIN THAN 5" IN ANY DIMENSION 14 1/2" 12 3/8" M.J. PLUG SLOPED AREA 24"MI INTlAL BACKFILL' 12 1/2"' VARIES V-O" MAX 3000 PSI CONC. BASE s"MIN (6 LIFTS EMBEDMENT THOROUGHLY COMPACTED .,..:: • � BENCH SLOPED TO FLOW SPRING LINE BY HAND OR APPROVED WATER CHANNEL 1 /4 : 1' MIN OF PIPE MECHANICAL TAMPER HAUNCHING WATER MAIN RESTRAINED JOINT FITTINGS RUBBER COATED STEEL 3'-0" MIN NO. 68 STONE - CAST IRON LID STEPS CAST IN PLACE o-' _ BEDDING 6" max 4" min 18" METER BOX PRECAST REINFORCED SECTIONS MIN ` � / y1 FOUNDATION NDATION SHALL BE ON --LINE CONCRETE " " 0 RING SEALS 12 16 M AK BRANCH w CD 0 0 0 WHEN SOIL „ 1, TYPE B ) 12" -� �- rllM CONDITIONS CONDITIONS ARE UNSTABLE MINIMUM ELEVATION / ) i _ '�' M M T, ALL PIPE) DIFFERENCE ACROSS M.H. 5' 4'-0" R \ \ M FROM INLET TO OUTLET -T!M SHALL BE 0.20 FEET. �y`l°Try 4 ti nA VARIES THREADED COUPLING D PVC CONCRETE DEPTH .OF FLOW FILLETS VAR] ES �- • 2,) 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 IIUD-# DEOTENTILE DRAINAGE FA81BC EDVEIEAP T-D AT TOP) PAVED SHOULDER PAVEMENT AMTFAIM �••.•.• SUBCRAGE" .• t OUTLET PPE SEE NOTE 1 i5T M-REOATE. RC AOCMEITATE OR CRUSHED GLASS WEEIINC •B V OPOLE GRtADATION REOURDENT. (EDGE � PAYED SNOLLOEgl PAVED SHOULDER SECTION T NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W°--7 TD-13 UNDUORNH $HALL BE CENTERED UNDER CIIM 40 WTI'ER GEOTEXTILE DRP•ATOPYW FABRIC IOYERLp 1'•0•' Al PAVEIdWT - $�R,IpE c%1TLEr PRPE SEE NCTE 1 457 AGGWGATE, 08 11.11 AOMOA7E OR CRUSHED '{J A55 WFTNO YB *RPDA70" NEWMPAN7. CURB AND GUTTER SECTION UP TD ELBOW IF TO ELBOW PIPE CE PFIB'dk AIEO 45 ELBOW PIPE IS PERF01LAlED C'dNNECTION PPE LESS AGGREGATE PRIMART DIRECTION "" WITH OF WATER ROW DRANAOE FARIW. NON PERFdtATEO OLM ET PIPE (TYPIG-I 45' ELBOW COMECTDN 45' WYE GcNwcTION PAT EMITS FUR OUTLET 7•0" WAX. PPE TO BEGIN WITH 45' E BOW YPICA ) OUTLET PPE NO SCALE XvDuT SPFCFIOATlm ROAD MID BRIDGE $1-DAPD$ STANDARD PAVEMENT EDGEDRAIN REFERENCE EET I pF 2d REVISION DATE 163E ICM-M YAA DEPARTMENT OF TRAMJPORTATHON 501 G. 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. BRASS NIPPLE AN PVC SLEEVE o CAP CHANNEL TO BF 3/4 LUBRICATE ALL THREADS CONDIAMETER OF I CTRIBUTING --=^�--- THRUST BLOCK •D SEWER. METER BOX (SEE FIG. W-7) A FILLETED INVERT FOR A SM00 bd 12., VALVE OX TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION NOTE: M Z NO. 57 STONE INLET & OUTLET PIPE SHALL 8E WITH STAINLESS STEEL ALL CONNECTIONS TO M.J. FITTING PROVIDED, MIN. 6" BEDDING BAND EXISTING MANHOLES SHALL Q 2" PIPE SLOPED NOTE W/ NO. 68 STONE - BE CORED AND A FLEXIBLE ' TO DRAIN IF _j CONNECTION " BOOT " co GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE INSTALLED co 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. ARE SAME SIZE PLUG 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE PLAN co DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN i--i (TYPE "A") SHOWING BRANCH TiE-IN o W TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS FIG. S-I-A FiG. S-1-13 N NTS FIG, W-8 2S 7D-19 �- TD-27 Q 1 CG-OB I ,rEW-12 I- ENTRNICE -I CUT - �PAVEMEH7 tOP OF GUT w�i ;*LpuS LF�^ --��IJ-tTIYPICALI C W: STABBASE SUBGRADE �+Y . FILL I "°®' - {f •( COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS PAVE61ENT CENTER LINE SECTION RAVEL LANES f°z CWATH tYPE 150.EC1 MATERIPLI �;. b5• / TRENCH PLACEMENT EDGE OF PAVEMENT ..c PAY LUTS FOR ' \ WTLET PIPE TO SHOULDER IINF \ BEGN WIFH 45' +- PAVEMENT SU ACE &BASE ELBOW T2 OF F:_L UB -z- SBASE �c'sa as $tea. �e -SELECT MATERIAL TYPEIOgII ITYPIDALt o G/ O:.AiScRETAB AGDOR AEEING46 GMAMN REOUEIJENTS, PLAN VIEW OEOTEXTLE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) ORPAVEMENT SURFACE L BASE 1- SilBBASE OR CEMENT STABILIZED SUBBASE LIMITS ' PEG. LIMITS OF PED. ACCESS gOUTE ® p ACCESS ROUTE NON -TRAVERSABLE -' SLOPE UNPAVED SPACE UNPAVED SPACE I TH F ENTRARCE _ W: z LIMITS OF PED. EMT$ OF PED. CESS ROUTE ® NON-TRAVERSARLE ! ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RKR1T-OF-WAY IS RERED F THE LINTS OF PEOESTRWY ACCESS ROUTE EX BEYOND EXISTING OR PROPOSED VDOT RillT-OF WAY. I I a. s. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ' �• • �' • �" UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT 4a4.e.o•o PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A 40. a4e4b: e FACILITY THAT CAN BE APPROACHED. ENTERED MID USED BY PEDESTRIATS. F ACCESS ROUTE IS ADJACENT TO BACK OF CURB,NNIMUJ WIDTH SHOULD HE B•. SECTION F-F 23 _ -SELECT MATERIAL TYPE I OR SWC LADE (CEMENT DR LIME STABKItEDI HALF PLAN C �J TI IF PEDESTRIAN ACCESS ROUTES RA ARE BEING 2_0• (]) ^-I PROVIDED, MIMMUM 4 TRAVERS ARE WIDTH I•--� W •• .57 AGGREGATE, 46 AGGREGATE DR CRUSHED IS REOUREDA WITH A MAX. 2Z CROSS SLOPE. ' GL.E MEETING.. GRADATION REGIMEEAENTS. GENERAL NOTES ,p• D I. UNLESS SPEC ALLY WMATEO C040MATION'1XNIER DRNN WILL NOT BE e LOCATED AT TH5 'POINT WHEN BOTH SUBBASE AND S(.BGRAD€ ARE STABILIZED, WHEN USED IN CONJUNCTION WITH STANDARD •U. PARABOLIC CG-3 OR CG-7, THE CURB FACE ON THIS ' G• 2. TREW)l SWILL BE FILLED WI1H AGGREGATE MID TNTOUGHLY HAND TAMPED 10 UNPUSIDEWXK uRVE STANDARD 6 TO BE ADJUSTED TO MATCH THE NSDRE COMPACTNESS. MOUNTABLE CURB CONFIGURATION. oo b4 o4o404 NON -PERFORATED OUTLET PIPE 3. WTLET PIPE SHALL REM AT THE EDGE Of THE TRAVEL LANE PAVEMENT AD e 3HN1 BE PLACED ON A GRADE PARALLEL TO THE SHOULDER aDPI 2 X NNORMAL N. T3 X GUTTER A ® ® X X OESIRMLE) ORME. ® . e. • �. - �.---------- - X X SECTION E-E CR O IIVC REhCT-I 4. ON CI.JA� AND (BITTER SECTIONS, WHICRE IT IS WIPOSSAN E TO OTHERWISE PROVOE • s ' e• N. W09 TO 10X CHANGE T- 3- T"PE OF PIPE WMTLETS FOR UNC£RDRAPIS, THEY ARE TO BE LOCAPED SO AS TO GRAN NTO DROP �• n. °� b44.9 e404 'N? s- VOV WWE-ER METS OR MNSICLES. 04 Nee YgAee a4o o`3o8g4v4o �• CLASS A3 (HE.S.)CONO 5MOCTH WELL PVC - 5. ON SUPERELEVATED SECTNOH5 TRENCH s 10 BE 1.4DER ENTIRE PAY€AERI AREA. 6" AGG(. BASE TYPE I SIZE 21B .Vf](]iH WALL PE _ 'S1 XXX 70 051 NF )f% WITH OUTLET PPE 04 LOVr § 0.NLY. F. IV'.ERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MNMUM OF 1'•Or ABOVE 12X MA%. SLOPE I 5'-0" ® PONT OF GRADE CHANCE -s.'s• .p, IV'J ERT ELEVATON W RECDYING DRAINAGE DTCH OR STRLCTLRE. FOR CURB AND GUTTER ONLY Al •E. •>. -p. 9i WALL THICKNESS [MN) - NCFE'i 7. ALA F TlNEC$AWE RUSHING COVET ETC.)S THE PA V LINTS FOR OUTLET PIPE MI 'D FOR SIDEWALK CURB ANO GUTTER z z 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BE OF TNA SIAIE CRUSHING STRENGTH A$ THE pUTL ET PPE. 4S4 TENA TESTED ACCORDNG TO ASTM D 2112 AT 5XDEFLECTDN. BVILT CONCURRENTLY 40. o4v4 o44 B OUTLET PIPE TO BE SEIOURELY CPlNECTEO TO EW't20R OTHER ORMNP# z z z 3 X MA%INJM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SMUCruRE. SECTION C-C 8 X MAXIMUM DECREASE FOR SUCCEEDING WNIMUM 10' INTERVALS SECTION D-D 5PErIF17.FjON SPEOFICATION `VAT STANDARD COMBINATION UNDERDRAiN RErvRFNCE REFERENCE STANDARD ENTRANCE GUTTER ROAp AND BRIDGE STANDARDS A'07 (AT LOWER END OF (CUTS) 2mn 502 REVISION DATE SHEET 1 OF 1 ]A. VIRGMA D€PMtTMENT OF TRANSPORTATION ]01 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.D2 CD- 2 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CG " CROSSES A COMERCIAL ENTRANCE .@. FLINTS OF PAY FOR �- THE CROSS SLOPE SHALL BE 2Z FOR TYPE OF PIPE CRUSHING STRENGTH .T 4" NON. OI AMETER "MOM. OIAMETEP SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI NNW 70 P51 NIEM (4) 1" (25mm) DIA HOLES J ON 32 3 4" (834mm) DIAL J •� BOLT CIECLE. 2" (Sturm) LIFTERS � Q T �y O 1" (RECESSED FLUSH) �- \ O iJ � ^] [25mm] /� 5 r r [38mm] ® w z 11 J Q o� 7''�••'• �1 O 0 1 1 I SEW `\ (2) CORED � `•� PIGKBARS U 1 1/8" (29mm) DIA BOSS D 27 1/2" DIA O [699mm] [38mm] 7" T1 26 1 4` DIAL Vi III / [178mm] ` z [667mm] 26DIA i 1/2- 1 II " [66O 0[38mm] mm] 1/4" (6mm) DIA 3 7/8" 24" DIA NEOPRENE GASKET [79mm] O ® C �- 28 7/16" DIA [722mm] [16mm] 23" DIA rT'I [584mm] w / T 6" DIA] 635mm LJJ ( T 914mm z � Ilia FRAME SECTION O.D. OF GASKET GROOVE SECTION \�■ ■ V 1 A WIDTH OF 5 FEET. / A -STREET APPROACH SAME SURFACING GENERAL NOTES ION 32 �4° (O DIA MOM ON 27 I/2• [38mm) (RADIUS TO BE AS I AS MAINLINE ROADWAY (SEE NOTE 31 RC SHOWN ON PLANS) ,IP/i 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 BOLT OI LE• [599mm] 7 (RADIUS TO BE AS OR CG-7 THE CURB FACE ON THIS STANDARD IS TO 28 1/¢" p1; SHOWN ON PLANS) 8E '0 TED TO MATCH THE MOUNTABLE CURB [77BmI1L] - CG-2 OR CG-6 COWIGURATION. [ 667mm1 / T 1 --- 2. SEE STANDARD CO-12 FOR CURB RAMP DESIGN TO BE B 0 SIDEwPLK USED WITH THIS STANDARD. i 24" NA SIDEWALK -I I (SEE w I NOTE 5) V18AVED SPACE E I FLOW LINE 3. MNNLINE PAVEMENT SHALL BE CONSTRUCTED TO THE FLOW LINE RAW LINE (EXCEPT ANY PAVEMENT STABILIZATION --T.,'{------3 REQUIRED FOR ENTRANCE.) PAVEMENT WHICH CAN BE 29 T/18" Ol4 5%8' JOXP� SIGN � � EOX MANSION OMITTED IN THE ENTRANCE.) kk������������--" [7'�mRi] "'�°� [1601m] _ 4. RADIAL CURB OR COM31NATION CURB AND GUTTER 38. DIA 14 26 SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE T 1/2" NOTE: SWIDTHHOW "B" TYPICAL OR AS _jW MNNLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. fl [914mm] [66Gmm SHOWN ON TYPICAL SECTION. A FRAME SECTION 1'3/76• [38mm] PLAN VIEW ENTRANCE NOTES (2omm] S. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE Z' (51mm) LETTERS TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK (RECESSED I'll") MAINLINE ROADWAY SLOPE TRAFFIC THE DEPTH FOR SIDEWALK & CURB RAMPS f0'aX ABDUC CURVE (ENTgARCE ONLY) WITHIN SERE EMIT" SE THE RACISHOULO BE 1• INCREASED TO LIMITS OF HE RA [2Smm] A�11/a3 [ T� EDGE OF PAVEMENT OR GRADE CHANGE - - D 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW `' '7 7Bmm _ mm OPTIONAL FLOW LIN: ® - " D (SEE LINER REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS 5 3 13/15 fl 22 13/16" MAIMNOTEE ROADWAY - ` - - - - - - - - - - N7) THE ENTRANCE. '1 1/8" [87Tnm] [579mm] BX MAIL ® D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES [S4mm 0 25" GRADE CHAN(IE "0" ARE LISTED N THE ALLOWABLE ENTRANCE GRADE T 3/8" [535mm] D TABLE. THESE VALUES ARE N07 APPLICABLE TO STREET 5'MI 2D'MI M OR CONNECTIONS. 17m1�" [3$mm] 9/15" D.D. OF GKT GROOVE ] 14TNm SECTION VIrW COMMERCIAL ENTRARCE INTERSECTION NOTES I [ ] NEI( (Smm) DIA cMA Botr NEOPRENE GASKET IS. WHEN COOL IS USED FOR STREET CONNECTIONS. THE SEE MSEMBLY ® CONSTRUCT GRADE CHANCES WITH A PARPBWIC CURVE. AASH CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH PETAIL (2) W91R 1/75 X 3/S X T 1/2 AASHTO VDOT AND THE APPLICABLE CLUNNEIIENIS R(I$BFIR PRAT# 00981045 SIGHT THE DISTANCE ROAD DESIGN MANUAL, INCLUGNG STOPPING {� �j 1B00 SECTION A - A SGHT dSTANCE AND N VALUE REOUREMENTS. V c (A{ ' (2) CORED 6mm T 5/8" (2j BLT HEAL 5/8-T1%3 1f2 53 1'Y I 2400" [41mRY PARTS 00901250 9. OPTIONAL FLOUTTE MAY REWIRE WARPING OF A rlq^I.� ACROSS H GUTTER TO PROVIDE POSITIVE DRAINAGE [Bmm 1/Z .63 IDEA. STAINLE55 STEEL ROD (2) J 1Vt 5/B 8 150 DO 55 TflJTI2 B ACROSS THE INTERSECTION. PLAN VIEW 1 1/8' (29mm) DIA BOss [13mm PARr(? DD9613TB ALLOWABLE ENTRANCE GRADE CHANGES PIOKSAR S LOCKLUC HOLE DETAIL 2) NLJr I0( 5/9-T1 ZN NYLX NOTES: PARTjt 0098128E -Ass A3 - 1 1, ALL MANHOLES WMN 103 YEAR FLDOOPLAIN OR LODATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATEI"GHT FRAME @ COVER. (2) NUT HX JAM S/a-11 YN (H.E.5.1 - 2 ALTERNATIVE DE9Q4 FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# DOOD1229 CONCRETE °'°'O H 3. COVERS SMALL BE FIXED TO FRAMES WITH LOCIONG LUGS OR SRAIUAR ASSEMBLY. TYPICAL WATERTIGHT (MOM PART# ao 03555 SECTION C-C NOTE+ ALLOWABLE ENTRANCE GRADE TABLE IS NOT MANHOLE FRAME & COVER LOCK LUG ASSEMBLY APPLICABLE TO STREET CONNECTIONS SPECIFICATION ,VDOT - N,T.S FTC, S-I-E REFERENCE METHOD OF TREATMENT ROAn AD eRlocF STANDARDS Sot (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF I VIRGINIA DEPARTMENT OF TRANSPORTATION 07Y15 203.0E 1 1/2- Lu F__ _j GRADE CHARGE ENTRANCE VOLUME b'• DESRABLE MA%IMUN HGH MORE THAN I500 VPD 0 X 3 X MEDIUM 500-1500 VPD 53X BX LOW LESS THAN 500 VPD S E X 8 X ui 71 Z 90 1' ...... Ln 25" DIA w O JLL]� cc J Q V 0 c:) CV Mw W H- w W w IY _ a � JOB NO. 182152 SCALE TD-32 N/A SHEET NO. 10 O JLL]� cc J Q V 0 c:) CV Mw W H- w W w IY _ a � JOB NO. 182152 SCALE TD-32 N/A SHEET NO. 10 T STA. c 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 575 570 565 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. It Ln Ol � r N Ni O l0 N � tZ tZ QD Ln Ul n L.n Ln Ln Ln 13+So 14+00 14+So 1S+oo WOODBURN RD WATERLINE CONNECTION 1 565 PVI STA: 13+82.00 PVI ELEV: 546,62 K: 26.35 56o LVC:135.00 °, ^ w °l o 00 � of r� "t Ln + Ln + Ln M Lij Ln V PVI STA:11+77.00 u m o u w 555 PVI ELEV: 522.61 m w K: 26.o6 `n LVC: 253.00 PROPOSED VDOT STD. CD-1 z O 00 O N O Ln O Ln + LNn O ul U w 550 ° Lii v w 3.5' MIN. u > vi �m Lu I`-- m w -, 545 Ln EXISTING GRADE (TYP.) I 1 3 / 3 540 oA / PROPOSED 8"x8" CROSS / & (4) - 8" G.V. Lu 1.3' 535 > PROPOSED 8"x6" REDUCER 11.71% 9 PROPOSED GRADE (TYP.) ry 6.0' w m 530 z 0 ' PROPOSED 8" SANITARY u PROPOSED VDOT STD. CD-1 SEWER CROSSING Ln o' 525 Lu z PROPOSED 6" CL. 52 DI WATERLINE E-IN TO EXISTING O BERKMAR DRIVE O 1+88, ELEV=518.83 ° 1.4 Zo Ln 5 0 \� 4A 2 pO /o TNSII-\>l 2 o0 FILL (TYP.) 8" C PROPO' ASSEMI PVI STA: 16+og.So PVI ELEV: 561.6o 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� w 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°p + -Ln Ln - m + _'t Ln m NS -Ol rn N__� Ln Nt � N V1 PROPOSED VDOT STD. CD-1� - N �' .. M H' .. u + Ln + Ln ryj H w H Lij + �t Ln ,4 + 1p Ln vi U > CO �n > w U U w EXISTING GRADE (TYP.) FILL (TYP.) w u m >w m w U- m > > w u 555 - - - - PVI STA: -14-+34-74 00 555 '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 zx 1 PROPOSED VDOT STD. CD-1 r�- -� PROPOSED 8" SANITARY --N - ryn� SEWER CROSSING \` ` w Lu FUTURE ROAD GRADE PROPOSED 8"x8"TEE \' / u m U w 545 & (2) - 8" G.V. w m w 545 w -- -- _ -2.00 / 2.00 END PROPOSED ROAD CONSTRUCTION AT 3.5' MIN. 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 0O% PROPOSED TYPE A 540 - - BLOW -OFF ASSEMBLY 12A -- --- Oz 1 1' Oz 1'S1 PROPOSED 8" CL. 52 DI WATERLINE 1pA 27 U ui Ln U ui i V) 5.2 535 w PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE uui w 535 z o PROPOSED 8"x8" CROSS & (4) - 8" G.V. o w + rl Ln PROPOSED 8" SANITARY �a SEWER CROSSING w 530 530 O N O Ol O ci 00 M t rl O O I� N 00 't N N Ql N 00 00 �i M M Ln O . M Ln 1p �t -t O 1p �t 1p �1 6l 00 Ql O H Ql .t CP Ln 't l0 O v lD Ql M Ln Ul 00 -Ln Ln Ol Ln 't ri Ln ^ � �' 00 't M O 'i Ln M ul of M Ln ^ 1p 4 Ln u> of Ln Ln Ln Ln Ln Ltl Ln In Ln Ln Ln Ln Ln u') Ln L1'1 Ln Li l Ln Ln Ln Ln Ln ul In u) In Ln Ln Ln Ln 9+75 10+00 1o+So LVC: 1oo.00 U?m L° lipn °p 0) Ln 00 Ln m Ln N i w � Ln Lj 565 > u > ,� o PROPOSED Z.oO /0 U mm w 8"x8"TEE & (2) - 8" G.V. 56o �7 olo &PROPOSED \-PROPOSED 8" CL. 52 DIWATERLINE 555 6. ROPOSED FIRE HYDRANTwSSEMBLY WITH 8"x6" TEELu U 550 STD. CD-1 z O ui 545 w z + ri 540 Q - Ln -� - f PROPOSED 6" go' BEND TO E M P I R E STREET SED VDOT STD. CD-1 FIRE HYDRANT ASSEMBLY 515 k-c1) 1 510 ^ ^ It ^ � H N M It m m 00 O r l ri O O 00 O ri Ln M Ol ci M N r� I O N M 1p O 61 M Ln . -.0lp r I O M N .t Ln �t Ql Lp Ol N M Lll 1p 00 61 ci M 00 Ln N 't Ln L.p ci Ql r-I O ci ri N M M I� ri �1-' N �t Ln Ln ul 1p O 1p N 1p M 1p Ln ri Ln N ul N ul N Ln N Ln M ul rn M Ln ul Ln V Ln Ln L Ln Ln Ln ul 1p Ln 1p Ln 1p Ln Ln Ln Ln Ln Ln ul 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+50 535 530 525 520 515 510 S CD TT R. C LLINS Z U Lie. No. 035791,E 13/ 16120 �_,S"S,I o NAL E� VJ z z w w Zz 0 Q C 0�r00u cl� a a C m 5 w 0 -j J a a 0 u Q w w H z o a a < > > U) U) C W w °� w w C CDCDC)N C)CD Lu O O O O 0 11+50 12+00 12+So 13+00 13+So 14+00 14+So 1S+oo 1S+5o 16+oo 16+50 17+00 0 SWEDE STREET +--ice- M M PVI STA: 12+00.00 PVI ELEV: S66.12 Lu K: 12.26 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 Ln H H j LVC:10.00 PVI Ep EV: 56o.64 Lw PROPOSED GRADE (TYP.) LOW PT. STA: 1o+i5.0' 14: 28.1g U U u m u w 570 LOW PT ELEV SSE .79� LV''iG 11S.00 m w 570 0 -I IR 0 Oo O ° PROPOSED VDOT STD. CD-1 2 00% rn o Oo 000 Lr ``' ``' 't Ln FILL (TYP.), -- PROPOSED SAf o 'lt�i o + u `�L�i v o LLnn w + i EXISTING GRADE (TYP.) / SERVICE LATER 565 m w m ,H 'MIN. 565 > > >' w 3 5 m w m _ PROPOSED 8"x8" TEE & (2) - 8" G.V. 6.o8% PROPOSED 8" 45' BEND / 1 2' 1.9 TO WOODBURN ROAD 560 -Z.00% � WATERLINE CONNECTION I I 560 0 .00° PROPOSED 8" SANITARY OT STD. CD-2 PROPOSED VDOT 19 SEWER CROSSING i 8"x8"TEE / STD. CD-i 2) - 8" G.V. j 3.1' 555 555 1. 2' STA. 11+81- INTERSECTION W/ EMPIRE STREET w 21 PROPOSED 8" CL. S2 DI WATERLINE O � PROPOSED SANITARY SEWER 0 v w 0 SERVICE LATERAL CROSSINGS + w w 550 ° � � 550 w Ln z> 00 O r� N 00 N M H n 1p 00 O N O N Ln N O N H L.nn Ln Lin I�.!'1 Ln Lin Ln 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 ) 1 inch = 5 1t. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FFFT ) 1 inch = 50 fL Zti z M J M N 4 M JITARY SEWER J AL CROSSING NO w Ij 0) N N W� � W ZLLI J_ J0LL J Q O _ > U) p ry ..L cl/ 0- I- LU F- J W z O zQ _ �.L W U w Q �CZ O o v) O Q F- J O W W z F- W U) O JF- W NOTE: ALL ROADWAY EMBANKMENT MATERIAL Q SHALL CONSIST OF SOIL AND BE PLACED IN J < CC G SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 (D INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH p 0 VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 N W W 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 w RUN AGGREGATE SIZE 2S AND 26, PER VDOT ROAD AND 0 Lu w BRIDGE SPECIFICATIONS, SECTION 302.03G. a JOB NO. 182152 NOTES: 1. ALL FILL TO BE PLACED AT 9S% COMPACTION. SCALE 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 1= 50� 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SHEET NO. SANITARY SEWER MUST BE PROVIDED. 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. 90 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). A MH-8 MH-6 3o" DIP DSSING 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 r 7' 'VH 0 �V SCOTT R, COLLINS�Z No. 35791 11;l ZONAL E11 cwo z z z z Lu w Z J Z O Q g g O ®O oC Q Q U m V7 Cn Lu � � J Q Q Q w w z O a a z o w 0 w LuLu w Lu 0 C)N C)CD Lu NO O O O F N N N N f j en .\i M co Lu LL w w z z w ul z N N d� N N L1J U) 0 Q _ U i U) w L.L U) L.L I_1_ rQ V O N z Q r Q 0 0C J Q z_ LL. 1 0 0 j LL lo Lu 0 ne Lu co w Lu O w 1 r a � JOB NO. 182152 SCALE 111=50 SHEET NO. 12 6 z w w z c� z w z J 0 0 O C N C 0 U W N L 0 s c a m c 0 0 U 0 a 0 0 U 0 a E O C 7 Q 7 U C 0 EL a 0 a M 0 f a 0 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 a U O a 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 / 55, 3 4' 26 SDR- PVC g 88.&I LF � 1.47% 8" SDR-26 PVC 1 89.46 LF @a 0.70% \ a"); (06MH-24 - MH-li 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 8' 2 0' 8" SDR-26 PVC 8,,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 1 `-' J��K67.84 8" SDR-26 PVC LF @a 7.o8% 525 O rq nl m nl 00 O rl M rq lD M 0 rnlD it I� Ln N Ln nl Ln lD Ln 01 1� Ln N Ln Ol Ln N lD Ln Ln Ln U) V) Ln 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 MH-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 56o 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 5 10 i ( IN FEET 1 inch 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�C o% 555 STA:5+36.86 % R.2 31 RIM:548.75 $, -ID LF �. INV IN. 541.2o FROM MH-13 105 INV OUT. 541.00 TO MH-11 EXISTING GRADE (TYP.) / 6Q�Go�o 550 MH-11 (60 PROPOSED 8" DI SR M 539-00 WATERLINE CROSSING 545 INV IN. 526.45 FROM MH-16 �QJ [INV IN. 526.45 FROM MH-12 / INV OUT. 526.25 TO MH-10 2g rb�l. 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 rb & INV IN. 520.7o FROM MH-1ov INV OUT. 520.5o TO MH-8 yoti' S30 i PV C 525 8"o ,z6pvC°p 59 M -15 - MH-7 's DR 3.13 12150 520 Ln 00 1� 00 M It Ln a1 Li N Ln r•1 N 1p N 't c•I 00 l6 Ln M Ln N Ql Ql N Ql 00 M M H 00 M O Ln M O 61 N N Ln H 00 Ln lD c-1 O (nl 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 NTH 0!p% ' SCOTT R, COLLINS�Z No. 35791 11;l 1;SA Gl �10NAL E� z z LL Lu Zz o Q 0��uuu Q Q C CO (1■� LL 0 m J Q Q 0 u Q W LL Z o a a < o o F > U) U) C W LL w w C C 0 0 C)CDC)CD Lu O O O N N 0 r M rn N Lu z 1 _ CM J CM C) N 4 i J C)I-I wC) N N w� > 06 Lr) LLIQ Lu z J J_ Q LL > p O F-LU F- LL J O1 0 � z � z Q Lu U LL w ' }' L.LJ Q Z) O ul z U, 0 F- J ul Z uj Lu 0� w _ F- U) O JF- LLI �c Q J� < 0O N w u co Lu �- L1J o W 0� _ a 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 LD M I I v Q M O m O N Q o m O rn M mmQ�0 ~O Ln 565 000 N > o 565 o-M, 0 "D 00 Ln Ln Ln M 11 Ln O J EXISTING > co ,,, u, Ln? � z cm °GRADE (TYP.) M Ln z z z O/ - II rnd > > > > m0 Lzzzz 56o m O o 56o m coo V) f- o 0 o LA O O o0 > q �� PROPOSED GRADE (TYP.) N D O o `.'. Ln- O 0 M rl rn L n � 11 >> 555 > "' Ln Ln � z z 555 ao 80 11 . Lz zo _ d �a-»> STR:26 VDOT STD. DI-3B (L=6') m U- to z z z / RcQ TP=543.83 0 00 m `N° INV IN: 536.35 TO 28 W rn °N° O 5 �y INV OUT: 536.25 TO 8 0 0 0 O S50 v, F- I- o °o �, o M p O o al o Ln > o Lt Ln STR:8LMn STR:8 VDOT STD. MH N Lr' t z z z p $ F TP=541.17 1 > > > > 9'I INV IN: 534.00 TO 10 �, z z z z 545 INV IN: 535.5o TO 26 INV OUT: 529.67 TO 6 15" RCP 54.30 LF @a 5.52% 540 S40 PROPOSED 8" DI 14 15" RCP WATERLINE CROSSING � 5 46.o1 LF @a 3.26% PROPOSED 8" SANITARY 535 SEWER CROSSING 535 530 525 M n 0 ri _- It L!l 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 l0 I O 0 r_:_M 1� Ln Lin 't U-) � LIl L n Ln Ln Lf1 Lr, Ln 0+50 1+00 1+50 2+00 STR-36 - STR-8 Lf1 M Ol c� 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: 534.00 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 00500 INV IN: 528.S8 TO 8 INV OUT: 523.5o TO 4 / 1V, RCP 29% L3 �F @ 535 STR:4 VDOT STD. DI-3B (L=8') 9010 / 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=S26.00 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 mmm 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- lD � n 00 N Ol 00 00 r- Ln 00 N 00 00 M o0 N rl rl N N Ln N N Ln MM N o0 \t N N M Ln Ln Ln Ln Ln Ln Ln 9+75 10+00 10+50 11+00 11+50 12+00 12+50 00 n u m EXISTING GRADE (TYP.) m Li m l rq N 0 0° �� O STR:16 VDOT STD. DI-3B (L=6) � N O O TP=559-83 O 00 � °o INV IN: 552.77 TO 22 �- N o m O . U') 565 INV IN: 552.77T018 O! `i Ln 0 rn Ln"' N LD rn > Co LLn INV IN: 556-33 TO ROOF6 / > O1 n U.4L M INV OUT: SS2.67 TO 14 N lU'; z z p 111 �a>>> U�zz Ln z zz -- 56o 56o PROPOSED 8" DI ir WATERLINE CROSSING PROPOSED GRADE (TYP I 555 555 F_1 15" RCP 34 55.27 LF @1.63% 550 550 15" RCP 28.73 LF Qa o.80% PROPOSED 8" SANITARY SEWER CROSSING 545 545 N 00 Ln Ln V) 0+00 0+50 1+00 STR-24 - STR-16 O I I d m M 00 o H O I- ~ ko �n O Lin 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 o II > 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 �KOTT R, COLLINS� U No. 35791 11;l �I�NAL E� STR:14 VDOT STD. DI-313 (L=8') TP=556.83 WATERLINE CROSSING INV IN: 549-75 TO 16 1.1' INV IN: 553.33 TO ROOFS 56o F INV OUT: 546.33 TO 12 1.0' e c STR:12 VDOT STD. DI-3B (L=Io') PROPOSED 8" DI 15" RCP 30.8o LF @a 1.04% U) U TP=S46.75 WATERLINE CROSSING 555 z z Z z Z INV IN: 541.25 TO 14 .RCP 2g% INV IN: 12B / - ti5 J o o u 539.6oTO F INV IN: 543.25 TO ROOF4 / 22 r ti5 INV OUT: 539 5o TO 10 / Z H C co Q Q wu 0 n J Q Q u o 15 RCP 3g% 550 C� 3 F••j z O Q �- w o w o < ° $6.44�F > / > > c c i u � c 545 000", RCP 3 % 2 15291 VERTICA� GRAPH1.�C SCALE 2.5 1. kD -4- LnLn O 00 C't Ln Ln 00 4 -t L11 N It N - l!1 0^ Ln 't Ln Lll rl Nt N -t LnLn L n Ln 13+00 13+50 14+00 14+50 15+00 15+50 STR-zo TO OUTFALL N rl 11 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 N N Lin INV IN: S43.2S TO ROOF4 m O1 Ln� 550 INV OUT: 539.5o TO io N z ZO Lr)� >> �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 Ln U-1 Ln � -0+25 0+00 0+50 0+75 STR-12B TO STR-12 25 ( IN FEET ) 1 inch - 5 ( IN FEET ) nnr�0� 00 t rn O ^ O � O Ln n ci Ln M L n Ln ^ O In Ln t Ln Lin O lD � N Ln L.D 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 O TP=543-92 v~i ~ 550 INV IN: 537.42 TO 12 � Ln INV IN: 536.75TO IoB o M INV IN: 540.42 TO ROOF3 m o INV OUT: 53S•17 TO 8 0 p � u > 545 CL Ln ~ z 545 PROPOSED 8" DI WATERLINE CROSSING PROPOSED GRADE (TYP.) 540 540 535 11 535 LJ 1S" RCP 28.96 LF Qa 2.59% 530 530 0 00 L!1 0+00 0+50 STR-zoB - STR-zo 540 535 530 525 520 515 19+00 19+25 80 J EXISTING GRADE (TYP.) cm Li 535 0 -o 0 535 O 0 H o 0 O L1l N STR:4 VDOT STD. DI-313 (L=8') o ^ N Ln rq TP=S27.58 co L.`.'� 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 CD CDO N O fV w o 0 0 0 0 r M r cn (V -1 M M Lu z zti M J M C� N M w C) H� N N D w < > 06 z L o J � � J L U) 0 LL Lu� J O Q 0- z L Ur Q w " _ Y z L Q 0 0 ul cn 0 I- J Z L uj U) 0 JL Q J� Q 0 O L u F_ Lu I- r, LLj uJ � S CL (n JOB NO. 182152 SCALE 111 = 501 SHEET NO. 14 00 II 00 00 °�° d m p M Ci p M EXISTING GRADE (TYP.) m -pO 555 -o 0 555 0 0 0 C 0° w EXISTING GRADE (TYP.) F- F- 0 565 Ln �- f- 565 � r p O O EXISTING GRADE (TYP.) I O 00 `i -00 ~ ry rr ~ 555 r. 555 STR: o VDOT STD. DI- B L=6' 0 o rv,'t STR:34 VDOT STD. DI-3B (L=6) O H ao 3 3( ) > 0 rr- .. O r p o O Oq J TP=548.33 0° o6 Ln H TP=558.17 r\ Ln > Ln Ln� m z p INV IN: 551.35 TO 34B m 1O 525 r " Z Z > > °o "' u, 525 INV IN: 541.10 TO 3oB iLn- O INV IN: 2. TO 6 � 00 iL^- - O m z Kl O INV IN: 543•oo TO 32 f- a > > 550 55 35 3 m L,, O a > > > N oN m �n z z INV IN: 6 TO ROOF10 ii � z z z Ln 0 p 0 0 0o N INV OUT: 541.00 TO 28 554 7 > - - - z 550 O O O O 550 INV OUT: 551.25 TO 32 v� z 56o v~iCL w z V) F- H I- ~O 00 Ln 00 M STR:28B VDOT STD. DI-3B (L=6') 520 520 p 0 o al00 Ln Tp= PROPOSED GRADE (TYP.) 00 0 �� N: 33 I PROPOSED GRADE (TYP.) PROPOSED GRADE (TYP.) m .. p INV IN: 540.0o TO YD-10 545F545 N z z 20 INV OUT: oo TO 28 PROPOSED 8" DI 555 EXISTING GRADE (TYP.) „>>>> 539 545 un � z z z z 545 PROPOSED 8" DI WATERLINE CROSSING - - - - 1.2' WATERLINE CROSSING 1.1' 515 515 PROPOSED WATER PROPOSED GRADE (TYP.) 540 540 15" RCP SERVICE CROSSING 1S" RCP 550 550 66.17 LF Qa 0.73% 540 1.5540 27.75 LF @a 1.440/0 15" RCP 28.7o LF Qa o.8o% 510 510 NOTE: WATER MAIN CROSSING BELOW CULVERT SHALL BE INSULATED. 565 PROPOSED GRADE (TYP. EXISTING GRADE (TYP.) PROPOSED VDOT STD. ES-1 WITH RIPRAP OUTFALL 56o 565 56o 15 RCP 3INV. IN=56o.42 INV. OUT=56o.00 67.34 LF C 0.62% 1 PROPOSED INSULATED 8" DI WATERLINE CROSSING 555 555 U L1o"RCP 8 LF 1. % 545 545 0 0 o e° o �^ L� Ln o0 000 ° 00 m 535 5 C 97 535 N N 00 � `° `i `° `i `° `0 �, M � r, Ln Ln Ln Ln ;0, Ln ° � Ln LnLn N N Ln O N M O t U, � Ln Ln 0+00 0+50 STR-28B - STR-28 0+00 0+50 STR-3oB - STR-30 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 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. 00 L!1 In Ln Ln 0+00 0+50 STR-34B - STR-34 o+o0 0+50 STR-42B - STR-42 VERTICAL GRAPHIC SCALE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN 5 0 2 s s o 20 ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. ( IN FEET ) 1 inch = f1. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEETI7 FOR HDPE PIPE HORIZONTAL GRAPHIC SCALE BEDDING INFORMATION. 50 0 25 50 100 200 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. IN I G'ET � 1 inch = 50 R. STR:40 VDOT STD. DI-313 (L=8') TP=521.00 INV IN: 516.02 TO 42 INV OUT: 515.92 TO 38B 00 u v M 0 00 `yl o 00 525 STR:38 VDOT STD. MH-� Ln0 - U, TP=519.92 0 r L, INV IN: 514.io TO 38B m Ln� INV IN: 514.10 TO 48 0M a INV OUT. 514.00 TO EX. CULVERT a > > 520 Lr, [-- z z PROPOSED GRADE (TYP.) 515 15" RCP 1S.6o LF @a o.96% 15" RCP 510 48.67 LF @a 3.23% M O n 00 n �.D C1 O Ln L Ln N Ln Ln o m 14- 0 �O 0 O 0 00�Ln O N rV p co Lnp 0 Ln525 L, z z 0 L"n 0 11 u N�zzz ��z 520 EXISTING GRADE (TYP.) 15" RCP 48.63 LF Qa o.99% iS" RCP 27.81 LF ;@a 0.54% 0+00 0+50 1+00 STR-44 - STR-38 510 0+00 0+50 1+00 1+50 2+00 2+50 CULVERT Project Berkmar Overlook Plan Sheet No. Designer AML, PE Sheet 1 of 1 Culvert Rev. Date Date 1/312020 AHW Controls STATION: HYDROLOGICAL DATA: 100 yr. Flood plain elev. Design AHW depth elev. Structures elev. treq. TWelev. Culvert#1: DA=0.56 ac., Cw=0.45, Tc=13 min., 2-year Q=0.93 ds, 10-yearQ=1.29 = Cfi5 Shoulder = elev. 562.5 = CL elev. 562.33 DISCHARGES USED RISK ASSESSMENT ADT Skew ° Cover " Q 2 = 0.93 CFS Detours Available Length Q 10 = 1.29 CFS Overbpping Stage Q = CFS Flood Plain Management Inv. El. 560.42 So= 0.62% Inv. El. 560.00 Q = CFS Criteria and Significant Impact Orig. Gr. Elev. L= 67.34 Orig. Gr. Elev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET End INLET CONT. OUTLET CONTROL CULVERT TYPE & SIZE Q Q/B HW. VELOCITY Treat. COMMENTS HW/D HW Ke do (dc+D)/2 ho H LSo HW C.M. Smooth ELEV. Proposed 15" RCP Culvert (2 yr) 0.93 1 0.93 0.4 0.5 0.5 0.4 0.83 0.83 0.1 0.4 0.5 0.5 3.18 ES-1 IVDOTSTD. EC-1 Class Al outlet Protection Proposed 15" RCP Culvert(10 yr) 1.29 1.29 0.5 0.6 0.5 0.4 0.83 0.83 0.1 0.4 0.5 0.6 3.46 PROPOSED GRADE (TYP STR:38 VDOT STD. MH TP=519.92 INV IN: 514.io TO 38B INV IN: 514.10 TO 48 INV OUT. 514.00 TO EX. CULVERT 1 520 1 515 1 24" RCP 17.o6 LF Qa 2.05% 1 510 STR:48 VDOT STD. DI-i TP=519.50 INV IN: 514.55 TO SWM INV IN: 514.SS TO So INV OUT: 514.45 TO 38 525 STR:So VDOT STD. DI-36 (L=6') TP=520.17 INV OUT: 514.92 TO 48 520 / EXISTING GRADE (TYP.) 515 15" RCP 18.82 LF @a 1.97% 510 0+00 0+50 STR-So - STR-38 535 N 535 EXISTING GRADE (TYP.) v U o' PROPOSED GRADE (TYP.) 00 U) It 530 � Ln I--- 530 H p M _ a? Q Ln Ln / l o o �, / O U') 2 Ln OU? LL'' �? ul O 525 p O't 't / > L, Ln M 11 > z 525 a t z z O ul z zz U-)� 520 520 515 515 [� „RCP 1i8.99 LF C i g9% 510 510 1 O Ln Lfl � lD al N L i) 6Nl O Ln Ln Ul ul Ln Ln 0+00 0+50 1+00 SWM - STR-48 � e�AV �JH 071/ SCOTT R. COLLINS---' No. 35791 � z z ' w w z0O O O OCL Q Q HCO n w p J Q Q � Q w w F..� Z o > U) U W w w w CDCDO N O N w CD0 0 0 p M N M �J Z � CM � M N 4 i n Z UJ w J� W J� AN Z H� I� D W 0 Ln Q W ,.0 � I..L LL 0 z w H� L- Q z_ Q 0 0 0 I..L UJ 0 Q i UJ W w w O w a JOB NO. 182152 SCALE III _50 SHEET NO. 15 'I wx wa no aft aft Aft - Aft •aft s ---- 4ft aft 4ft aft - oft • • ` - ,y- YD-9 ♦ •� CULVERT \ /r PROPOSED PRIVATE YARD LOT 6 �! � &ROOF DRAIN SYSTEM � f y' � � �� � � - �� -•• � � � �� ♦ I • • \ --- - - - - YD-8 • ---- LOT 5 � � � � � � - -�fft 4111111 _� PROPOSED DRAINAGE DIVIDE (TYP.) �LOT �/o ��� %i/ � ♦O h L PROPOSED DRAINAGE DIVIDE (TYP.) s 4 - >>" �� ,\ - YD-18 _ LOT J ♦ \ \x _D8 �_- Dg • YD- �. s �` LOT 8 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* (k) SLOPE N INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 20 DI-3B 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-3B 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 51.69 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 30 911.33 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 27II.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 F 12 546.92 12A 15 34.89 1 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 28.13 0.8070 553.00 552.77 RCP 36 DI-313 CG-6 10 561.08 35 15 55.41 5.38% 555.33 551.35 RCP 34 1DI-3B CG-6 8 558.17 33 15 99.78 5.16% 551.25 546.10 RCP 32 DI-36 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 2�.56 2.93% 536.25 535.50 RCP 281B DI-3B CG-6 7 6 545.33 28A 15 50,.81 1.97% 539.00 538.00 RCP 30B DI-313 CG-6 8 548.50 30A 15 21.97 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 15 481.63 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 17.06 2.05% 514.45 514.10 RCP SWM 0.0 CG-6 7 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% 516.75 516.27 RCP YD-17 YD-16 low 5 - PROPOSED PRIVATE YARD % LOT 3 S ♦ ♦ A LOTS & ROOF DRAIN SYSTEM ♦ �\ - 564 • 6 . y 4V#*� � -.�00 LOT 10 � ��/ � I - ��, '� YD-14 _ LOT 2 LOT 12 LO �� T11� LOT13 1► A LOT 14 LOT � � ��� '� ♦ ♦f ��� �� LOT16 �� o__ LOT17 ��•� ,� YD-13 1 LOT 1 ♦ ��`P �' � 6 � YD- �o ,/ Exis-NG loon -an \� 5 CEM i - s YD-4 � 1 ♦♦ i � �, 20 � � � 'j _ LOT18 40, 1 d - XISTIN s � �� -- - - L OT I 400 s8 6 9 _- 6 EMPIRE STREET - \ 1 • Will�� LOT'l% \ LOT - ♦-� -am Ma.ggtll�i - d - •-_� \ 1 1 LU 1 2 --_ `� ss LOT Sit_ --- - m _ B 1sof \ 1 i LOT 22� , 1 1� I 1 LOT 46 I - \ 32 LOT Sol - 6� F- 1 �� '� V ♦ 41 YD-10 LOT 23Y - II 1 1 PROPOSED PRIVATE LOT 45 A ��� I ROOF DRAIN SYSTEM 1 LOT 5 30 g �-� I I PROPOSED YARD DRAIN 22 � LOT 44 � 100 ♦ 28B _ PROPOSED 10' PRIVATE LOT +� DRAINAGE EASEMENT I -t 16 - �► A ♦/ �'� 1 ��to �m -r.-ter _ -. ♦ ♦♦� 1oB ��'-♦ �„°��4 �� PROPOSED PRIVATE YARD , �,� 1 � ' -� = � �_c'i - -- I ROOF2 ` \ & ROOF DRAIN SYSTEM 1 A LOT 43 LOT 471 W .r. YD-22 _ _ _ -- 557T � �' 556 B ° ,-553-5 B _,�2 6 � LOT 2 -- ODE S „ W TT R YD-2 � 8 4' PUBLK 14 �� �� - uv • • 10 - �� 6 24 S ♦ h w v'd - �3a \ \� LOT 25 , � 12 - - - -- - LOT 26, I_ i o i I I Structure Area (Acres) Cw 4 (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 • � 1 PROPOSED PRIVATE YARD _ \ T OT LOT 32 LOT 31 ,1 LOT 27 1 YD-20 \\ o g& ROOF DRAIN SYSTEM Will LLOT 33 34 � r ���� �,�� ��• ��� LOT37 LOT 36 LOT35 - L-7T 42 LOT 41 LOT 40 LOT 39 I LOT 38 558 h- _ 554TW 5535 SS3BW 95nTW 48T 545TW 54zTWI LOT 2g SSz BW S5o BW 1 -54 BW 54 544 54z B 54o BW - - - ROOFi PROPOSED PRIVATE 530 --1 ROOF DRAIN SYSTEM YD-1 524 � LOT 30 1 I 90 ♦ 44 ,PROPOSED DRAINAGE DIVIDE (TYP.) �, • • ♦ `\� 2 52 Ho Z.T R. C LLINS ,U Lie. No. 035791,E ��SI�NAL E��Z z z w w Zz o Q � � � 0�r00u cl� Q Q C m (�U LUm 0 J Q Q 0 u Q w w z O a 0- < (10 z 0 LU 0 LU > U) U) C LU w w w - 1.� C LU 0 r1io 0 N 0 M -A ON 0 M 0 N 0 I M 0 N 0 N t n Lu ti z M N CM J H� N w N N W� > 06 L.LJ Q J J Q U) 0 LU Q Lu 5 0 J W J Q Ur Z E z Q _ � z_ U � Q w N I..L LU 0 1 0 Ul cn 0 Fz J z W LUw 0 III P%/ Design Storm Year = 10 SCOTT R. COLLINS- �i No. 35 791 S� �r ZONAL E V H z w O Z O LIj z O U w � 0 cn °` J Q m c�it Q �" z � z O U) Q w ° o LU z � � O U) Q w a L L U z 0 U J < Q w Q 66 ~ O w a 0 w �_ w w H Q 0 N o \ *� 0 N 0 M \i 0 N 0 \ M 0 N 0 M N M M M z J Design Year: 10 Project: Berkmar Overlook Job #: 182152 P pared by: AML, PE � d7 N i H� w� wQ Z N N w J CZ a 7 Z O Q Z > w � O Q O 0. J Q z L J U J Q U w V w" Y Z w cn O p NQ L.L Q J ZW w J '^� V J w O �c J0d � rQ V C < MW W a w w JOB NO. 182152 SCALE N/A SHEET NO. 17 PIPE DESIGN n=0.013 Rpe Hydrology Pipe w � N N E C � v t � U ` f0 O C 7 O f/1 N U U N ?i O_ Q � � p C C � U "' � m o E al m N N o c a� E 3 � � w c c .. o ° ° 1- �` N � > > � E � � � > o E (n W U U C'I C1 C Cn � LL > LL d' Ripe run: STR-20 -SWM Basin 20 18 0.35 0.70 0.245 0.245 6.00 6.35 1 �56 1.56 559.67 559.35 30.8 0.013 0.0104 15 6.59 4.39 0.12 18 16 0.42 0.70 0.294 0.539 6.12 6.32 1 186 3.40 559.25 552.10 156.2 0.013 0.0458 15 13.82 9.21 0.28 16 14 0.12 0.70 0.084 1.124 6.40 6.24 O52 7.01 552.00 549.75 82.2 0.013 0.0274 15 10.69 9.29 0.15 14 12 0.14 0.65 0.091 1.215 6.55 6.19 O56 7.52 545.92 541.67 153.0 0.013 0.0278 15 10.77 9.46 0.27 12 10 0.16 0.70 0.112 1.541 6.82 6.12 0 69 9.43 539.50 537.42 90.7 0.013 0.0229 18 15.90 9.35 0.16 10 8 0.12 0.70 0.084 1.715 6.98 6.07 OI51 10.41 534.67 533.50 54.7 0.013 0.0214 18 15.37 9.33 0.10 8 6 0.00 0.90 0.000 2.738 7.08 6.05 0 00 16.55 528.00 526.67 64.1 0.013 0.0208 24 32.63 10.39 0.10 6 4 0.11 0.75 0.083 2.821 7.18 6.02 O50 16.98 523.00 522.25 74.8 0.013 0.0100 24 22.62 7.88 0.16 4 2 0.09 0.65 0.059 2.962 7.34 5.98 OI35 17.71 520.17 a�19.52 91.3 0.013 0.0071 30 34.56 7.04 0.22 2 OUT 0.00 0.90 0.000 2.962 7.55 5.92 OI00 17.71 519.42 519.00 65.7 0.013 0.0064 30 32.81 6.79 0.16 Rpe run: STR-46 -STR-4 46 4 0.15 0.55 0.083 0.083 6.00 6.35 O52 0.52 520.58 5120.27 27.7 0.013 0.0112 15 6.84 3.22 0.14 Ripe run: STR-106 -STR-10 106 10 0.18 0.50 0.090 0.090 6.00 6.35 OI57 0.57 537.50 �36.75 29.0 0.013 0.0259 15 10.40 4.38 0.11 INLET STATION OUTLET WATER SURFACEELEV t.a Do Qo ZW S� Hr JUNCTIO LOSS FINAL H INLET WATER SURFACEELEV. RIM ELEV U Ho Qtty Vito Q;*V; V; /2g ANGLE Ho He 1.3Hc .SHc 517.27 6.17 i 5 2.55 0.002 0.10 2.1 0.0 42B 0�00 0 0 0.02 N/A 0.01 0.11 517.38 520.00 517.15 0.02 24 27.22 0.014 0.00 8.7 0.3 SWM O100 0 0 0.29 NA 0.15 0.78 517.93 523.50 515.70 11 7.06 24 27.22 0.014 0.25 8. 7 0.3 48 27.2 11.6 315.5 2.1 O173 89 1.37717 2.40 NA 1.20 1.45 517.15 519.50 517.15 l'��8.82 15 0.38 0.000 0.00 0.$ 0.0 50 0,00 0 0 0.00 NA O.00 0.00 517.15 520.17 515.42 48.67 15 4.39 0.005 0.22 3.6 0.0 40 3.9 3.2 12.2 0.2 O105 85 0.10186 0.21 NA O.lO 0.33 515.75 521.00 517.02 ?,7.81 15 3.87 0.004 0.10 3.2 0.0 42 2.5 4.4 11.14 0.3 0.10 67 0.16368 0.31 NA 0.15 0.25 517.27 521.08 517.27 48.63 15 0.91 0.000 0.01 0.'j 0.0 44 0,00 0 0 0.00 NA 0.00 0.01 517.28 521.00 552.35 28.80 15 0.57 0.000 0.00 0.� 0.0 34B O100 0 0 0.00 NA O.00 0.00 552.35 558.33 28B 0 00 0 0 0.02 NA 0.01 0.08 539.08 545.33 537.35 �8.05 15 6.10 0.009 0.25 5.© 0.1 28 2.4 6.2 15.17 0.6 0[21 47 0.22888 0.54 NA 0.27 0.52 537.87 544.00 540.50 46.01 15 3.37 0.003 0.13 2.7 0.0 30 l.0 4.6 4.398 0.3 OI.11 26 0.07173 0.22 NA 0.11 0.23 540.73 548.33 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME. RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH: SLOPE D[A APA- CITY VEL FLOW TIME ]NCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC 20 0.35 0.70 0.25 0.25 6.00 6.35 1.6 18 559.67 559.35 30.80 0.0104 15 6.6 4.4 7.0 18 0.42 0.70 0.29 0.54 6.12 6.32 3.4 16 559.25 552.10 156.19 0.0458 15 13.8 9.2 17.0 16 0.12 0.70 0.08 1.12 6.40 6.24 7.0 14 552.00 549.75 82.16 0.0274 15 10.7 9.3 8.8 14 0.14 0.65 0.09 1.21 6.55 6.19 7.5 12 545.92 541.67 152.97 0.0278 15 10.8 9.5 16.2 12 0.16 0.70 0.11 1.54 6.82 6.12 9.4 10 539.50 537.42 90.70 0.0229 18 15.9 9.3 9.7 10 0.12 0.70 0.08 1.72 6.98 6.07 ] 0.4 8 534.67 533.50 54.69 0.0214 18 15.4 9.3 5.9 8 0.00 0.90 0.00 2.74 7.08 6.05 16.6 6 528.00 526.67 64.06 0.0208 24 32.6 ] 0.4 6.2 6 0.11 0.75 0.08 2.82 7.18 6.02 17.0 4 523.00 522.25 74.75 0.0100 24 22.6 7.9 9.5 4 0.09 0.65 0.06 2.96 7.34 5.98 17.7 2 520.17 519.52 91.33 0.0071 30 34.6 7.0 13.0 2 0.00 0.90 0.00 2.96 7.55 5.92 17.7 OUT 519.42 519.00 65.70 0.0064 30 32.8 6.8 9.7 4B 0.15 0.55 0.08 0.08 6.00 6.35 0.5 4 520.58 520.27 27.72 0.0112 IS 6.8 3.2 8.6 lOB 0.18 0.50 0.09 0.09 6.00 6.35 0.6 10 537.50 536.75 28.96 0.0259 15 10.4 4.4 6.6 12B 0.33 0.65 0.21 0.21 6.00 6.35 1.4 12 540.00 539.60 34.89 0.0115 15 6.9 4.4 8.0 24 0.04 0.60 0.02 0.37 5.00 6.67 2.5 22 554.00 553.10 55.27 0.0163 15 8.2 5.8 9.5 22 0.18 0.70 0.13 0.50 6.00 6.35 3.2 16 553.00 552.77 28.73 0.0080 15 5.8 4.8 6.0 36 0.22 0.55 0.12 0.12 6.00 6.35 0.8 34 555.33 551.35 55.41 0.0538 15 15.0 6.3 8.8 34 0.07 0.70 0.05 0.26 6.16 6.30 1.6 32 551.25 546.10 99.78 0.0516 15 14.7 7.8 12.8 32 0.15 0.60 0.09 0.35 6.37 6.24 2.2 30 546.00 543.00 54.30 0.0552 15 15.2 8.7 6.3 30 0.07 0.70 0.05 0.54 6.48 6.21 3.4 28 541.00 539.50 46.01 0.0326 15 11.7 8.1 5.7 28 0.11 0.70 0.08 0.99 6.57 6.19 6.1 26 537.17 536.35 28.05 0.0292 15 11.0 9.2 3.0 26 0.05 0.75 0.04 1.02 6.62 6.17 6.3 8 536.25 535.50 25.56 0.0293 15 11.1 9.3 2.7 28B 0.03 0.60 0.02 0.37 5.00 6.67 2.4 28 539.00 538.00 50.81 0.0197 15 9.1 6.2 8.2 30B 0.09 0.70 0.06 0.14 5.00 6.67 1.0 30 541.50 541.00 27.97 0.0179 15 8.6 4.6 6.1 34B 0.12 0.75 0.09 0.09 6.00 6.35 0.6 34 551.58 551.35 28.80 0.0080 15 5.8 3.0 9.7 44 0.50 0.35 0.18 0.18 11.00 5.18 0.9 42 516.75 516.27 48.63 0.0099 15 6.4 3.7 13.3 42 0.16 0.65 0.10 0.75 11.22 5.14 3.9 40 516.17 516.02 27.81 0.0054 15 4.7 4.3 6.5 40 0.15 0.70 0.11 0.86 11.33 5.12 4.4 38B 515.92 514.35 48.67 0.0323 15 11.6 8.7 5.6 38B 0.06 0.85 0.05 0.91 11.42 5.10 4.6 38 514.25 514.10 15.60 0.0096 15 6.3 5.6 2.8 38 0.00 0.90 0.00 I.OI 11.47 5.09 27.2 OUT 514.00 511.30 117.50 0.0223 24 33.8 12.0 9.8 50 0.10 0.60 0.06 0.06 6.00 635 0.4 48 514.92 514.55 18.82 0.0197 15 9.1 3.5 5.4 48 0.11 0.30 0.03 0.10 6.09 6.32 27.2 38 514.45 514.10 17.06 0.0205 24 32.4 11.5 1.5 SWM 27.2 48 516.92 514.55 0.02 0.0208 24 32.6 11.6 0.0 42B 0.79 0.60 0.47 0.47 10.00 5.37 2.5 42 516.75 516.27 66.17 0.0073 15 5.5 4.4 15.1 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 N N 4 f0 -O f/1 N � L � � v y O .0.L 0 U ?� W O o � g m m � ° ci 3 � � m � � � � ',� � a p c a� > H o m ° 3 o C x o m in s o ° E cu C O � � (6 w U m � m O) U N w � II II � J C U � �X m 0 Q x 3 3 0 � � m a > � Q U U C1 CJ CJ uS cn w is in cn � J ui C� C� u � 4 36 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 4B 36 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 36 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 36 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 36 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 36 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 36 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 3B 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 36 6.0 0.04 0.60 0.024 0.10 0.00 0.10 0.0162 0.0200 2.0 0.0833 4.1650 2.53 0.99 3.5192 0.1466 0.1652 2.42 2.48 1.00 0.10 0.00 26 36 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 28B 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 3B 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 36 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 36 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 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 Coe STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT�� PERIMETER (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 1.17 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 FLO W 48 DI-1 2.33 10.00 0.11 0.30 4.00 0.13 0.3 WEIR FLO W 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 STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE ARE (FT� PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) YD-1 24" Nyloplast Yard Inlet 1.4 21.73 0.27 0.30 4.00 0.324 0.35 WEIR FLOW YD-1 24"Nyloplast Yard Inlet 1.4 21.73 0.27 0.30 6.50 0.527 0.48 WEIR FLOW YD-1 24" Nyloplast and Inlet - 50% clogged 0.7 10.87 0.27 0.30 4.00 0.324 0.55 WEIR FLOW YD-1 24" Nyloplast Yard Inlet - 50% clogged 0.7 10.87 0.27 0.30 6.50 0.527 0.77 WEIR FLOW YD-2 12"Nyloplast Yard Inlet 0.43 11.19 0.14 0.50 4.00 0.280 0.49 WEIR FLOW YD-2 12" N loplast Yard Inlet 0.4� 11.19 0.14 0.50 6.50 0.455 0.68 WEIR FLOW YD-2 12"Nyloplast Yard Inlet - 50% clogged 0.2� 5.60 0.14 0.50 4.00 0.280 0.78 WEIR FLOW YD-2 12" Nyloplast (Yard Inlet - 50% clogged 0.22 5.60 0.14 0.50 6.50 0.455 1.86 WEIR FLOW YD-3 12" Nyloplast Yard Inlet 0.4� 11.19 0.17 0.50 4.00 0.340 0.56 WEIR FLOW YD-3 12"Nyloplast Yard Inlet 0.4�i 11.19 0.17 0.50 6.50 0.553 0.78 WEIR FLOW YD-3 12" Nyloplast and Inlet - 50% clogged 0.2 5.60 0.17 0.50 4.00 0.340 1.04 WEIR FLOW YD-3 12" Nyloplast and Inlet - 50% clogged 0.22 5.60 0.17 0.50 6.50 0.553 2.74 WEIR FLOW YD-4 12"Nyloplast Yard Inlet 0.4 11.19 0.15 0.30 4.00 0.180 0.37 WEIR FLOW YD-4 12" Nyloplast Yard Inlet 0.4{3 11.19 0.15 0.30 6.50 0.293 0.51 WEIR FLOW YD-4 12"Nyloplast and Inlet- 50% clogged 0.22 5.60 0.15 0.30 4.00 0.180 0.58 WEIR FLOW YD-4 12" Nyloplast Yard Inlet - 50% clogged 0.2L 5.60 0.15 0.30 6.50 0.293 0.81 WEIR FLOW YD-5 12"N'lo last Yard Inlet 0.4 11.19 0.13 0.50 4.00 0.260 0.47 WEIR FLOW YD-5 12" N loplast Yard Inlet 0.4 11.19 0.13 0.50 6.50 0.423 0.65 WEIR FLOW YD-5 12" Nyloplast Yard Inlet - 50% clogged 0.2'Z 5.60 0.13 0.50 4.00 0.260 0.75 WEIR FLOW YD-5 12" Nyloplast Ward Inlet - 50% clogged 0.2 5.60 0.13 0.50 6.50 0.423 1.60 WEIR FLOW YD-6 12"Nyloplast Yard Inlet 0.4i3 11.19 0.03 0.30 4.00 0.036 0.13 WEIR FLOW YD-6 12" Nyloplast Yard Inlet 0.4B 11.19 0.03 0.30 6.50 0.059 0.17 WEIR FLOW YD-6 12" Nyloplast Yard Inlet - 50% clogged 0.2� 5.60 0.03 0.30 4.00 0.036 0.20 WEIR FLOW YD-6 12" Nyloplast Ward Inlet - 50% clogged 0.2 5.60 0.03 0.30 6.50 0.059 0.28 WEIR FLOW YD-7 12"Nyloplast Yard Inlet 0.43 11.19 0.05 0.30 4.00 0.060 0.18 WEIR FLOW YD-7 12"Nyloplast Yard Inlet 0.4� 11.19 0.05 0.30 6.50 0.098 0.24 WEIR FLOW YD-7 12" Nyloplast Yard Inlet - 50% clogged 0.2'� 5.60 0.05 0.30 4.00 0.060 0.28 WEIR FLOW YD-7 12"Nyloplast and Inlet - 50% clogged 0.2 5.60 0.05 0.30 6.50 0.098 0.39 WEIR FLOW YD-8 12" Nyloplast Yard Inlet 0.4� 11.19 0.03 0.55 4.00 0.066 0.19 WEIR FLOW YD-8 12" Nyloplast Yard Inlet 0.4� 11.19 0.03 0.55 6.50 0.107 0.26 WEIR FLOW YD-8 12" Nyloplast Ward Inlet - 50% clogged 0.22 5.60 0.03 0.55 4.00 0.066 0.30 WEIR FLOW YD-8 12"Nyloplast Ward Inlet - 50% clogged 0.22 5.60 0.03 0.55 6.50 0.107 0.41 WEIR FLOW YD-9 12" Nyloplast Yard Inlet 0.4�i 11.19 0.09 0.50 4.00 0.180 0.37 WEIR FLOW YD-9 12" Nyloplast Yard Inlet 0.4,3 11.19 0.09 0.50 6.50 0.293 0.51 WEIR FLOW YD-9 12" Nyloplast and Inlet - 50% clogged 0.22 5.60 0.09 0.50 4.00 0.180 0.58 WEIR FLOW YD-9 12" Nyloplast Yard Inlet - 50% clogged 0.2� 5.60 0.09 0.50 6.50 0.293 0.81 WEIR FLOW YD-11 12" Nyloplast Yard Inlet 0.4�i 11.19 0.08 0.50 4.00 0.160 0.34 WEIR FLOW YD-11 12"Nyloplast Yard Inlet 0.4i3 11.19 0.08 0.50 6.50 0.260 0.47 WEIR FLOW YD-11 12" Nyloplast and Inlet - 50% clogged 0.22 5.60 0.08 0.50 4.00 0.160 0.54 WEIR FLOW YD-11 12" Nyloplast Yard Inlet - 50% clogged 0.2'2 5.60 0.08 0.50 6.50 0.260 0.75 WEIR FLOW YD-12 12" Nyloplast Yard Inlet 0.43 11.19 0.16 0.45 4.00 0.288 0.50 WEIR FLOW YD-12 12" N � loplast Yard Inlet 0.43 11.19 0.16 0.45 6.50 0.468 0.70 WEIR FLOW YD-12 12" Nyloplast and Inlet - 50% clogged 0.2� 5.60 0.16 0.45 4.00 0.288 0.80 WEIR FLOW YD-12 12" Nyloplast and Inlet - 50% clogged 0.2�Z 5.60 0.16 0.45 6.50 0.468 1.97 WEIR FLOW YD-13 12" Nyloplast � Yard Inlet 0.43 11.19 0.07 0.45 4.00 0.126 0.29 WEIR FLOW YD-13 12" Nyloplast Yard Inlet 0.43 11.19 0.07 0.45 6.50 0.205 0.40 WEIR FLOW YD-13 12" Nyloplast Yard Inlet - 50% clogged 0.2� 5.60 0.07 0.45 4.00 0.126 0.46 WEIR FLOW YD-13 12"NyloplastI'ard Inlet - 50% clogged 0.2� 5.60 0.07 0.45 6.50 0.205 0.64 WEIR FLOW YD-14 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.45 4.00 0.198 0.39 WEIR FLOW YD-14 12"Nyloplast Yard Inlet 0.4� 11.19 0.11 0.45 6.50 0.322 0.54 WEIR FLOW YD-14 12" Nyloplast Yard Inlet - 50% clogged 0.2� 5.60 0.11 0.45 4.00 0.198 0.62 WEIR FLOW YD-14 12" Nyloplast and Inlet - 50% clogged 0.22 5.60 0.11 0.45 6.50 0.322 0.93 WEIR FLOW YD-15 12" Nyloplast Yard Inlet 0.4 11.19 0.10 0.50 4.00 0.200 0.29 WEIR FLOW YD-15 12" Nyloplast Yard Inlet 0.4�i 11.19 0.10 0.50 6.50 0.325 0.40 WEIR FLOW YD-15 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.10 0.50 4.00 0.200 0.46 WEIR FLOW YD-15 12" Nyloplast and Inlet - 50% clogged 0.2 5.60 0.10 0.50 6.50 0.325 0.64 WEIR FLOW YD-16 12" Nyloplast Yard Inlet 0.43 11.19 0.05 0.50 4.00 0.100 0.39 WEIR FLOW YD-16 12"Nyloplast Yard Inlet 0.43 11.19 0.05 0.50 6.50 0.163 0.54 WEIR FLOW YD-16 12" Nyloplast and Inlet - 50% clogged 0.2 5.60 0.05 0.50 4.00 0.100 0.62 WEIR FLOW YD-16 12" Nyloplast and Net - 50% clogged 0.2� 5.60 0.05 0.50 6.50 0.163 0.93 WEIR FLOW YD-17 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.55 4.00 0.198 0.39 WEIR FLOW YD-17 12"Nyloplast Yard Inlet 0.4i3 11.19 0.09 0.55 6.50 0.322 � 0.55 WEIR FLOW YD-17 12" Nyloplast Ward Inlet - 50% clogged 0.2� 5.60 0.09 0.55 4.00 0.198 0.63 WEIR FLOW YD-17 12" Nyloplast Ward Inlet - 50% clogged 0.2� 5.60 0.09 0.55 6.50 0.322 0.95 WEIR FLOW YD-18 12" Nyloplast Yard Inlet 0.43 11.19 0.04 0.75 4.00 0.120 0.25 WEIR FLOW YD-18 12" Nyloplast Yard Inlet 0.43 11.19 0.04 0.75 6.50 0.195 0.34 WEIR FLOW YD-18 12" Nyloplast Ward Inlet - 50% clogged 0.2� 5.60 0.04 0.75 4.00 0.120 0.39 WEIR FLOW YD-18 12" Nyloplast and Inlet - 50% clogged 0.2� 5.60 0.04 0.75 6.50 0.195 0.55 WEIR FLOW YD-19 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.45 4.00 0.306 0.39 WEIR FLOW YD-19 12" Nyloplast Yard Inlet 0.4� 11.19 0.17 0.45 6.50 0.497 0.54 WEIR FLOW YD-19 12" Nyloplast Yard Inlet - 50% clogged 0.2� 5.60 0.17 0.45 4.00 0.306 0.62 WEIR FLOW YD-19 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.17 � 0.45 6.50 0.497 0.93 WEIR FLOW YD-20 12" Nyloplast Yard Inlet 0.4� 11.19 0.08 0.40 4.00 0.128 0.28 WEIR FLOW YD-20 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.40 6.50 0.208 0.39 WEIR FLOW YD-20 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.08 0.40 4.00 0.128 0.45 WEIR FLOW YD-20 12" Nyloplast and Inlet - 50% clogged 0.22 5.60 0.08 0.40 6.50 0.208 0.62 WEIR FLOW YD-21 12" Nyloplast Yard Inlet 0.4�i 11.19 0.07 0.50 4.00 0.140 0.52 WEIR FLOW YD-21 12" Nyloplast Yard Inlet 0.43 11.19 0.07 0.50 6.50 0.228 0.72 WEIR FLOW YD-21 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.07 0.50 4.00 0.140 0.84 WEIR FLOW YD-21 12" Nyloplast Ward Inlet - 50% clogged 0.2� 5.60 0.07 0.50 6.50 0.228 2.22 WEIR FLOW YD-22 12" Nyloplast Yard Inlet 0.4B 11.19 0.04 0.50 4.00 0.080 0.29 WEIR FLOW YD-22 12"Nyloplast Yard Inlet 0.4� 11.19 0.04 0.50 6.50 0.130 0.40 WEIR FLOW YD-22 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.04 0.50 4.00 0.080 0.46 WEIR FLOW YD-22 12"Nyloplast Yard Inlet - 50% clogged 0.2`� 5.60 0.04 � 0.50 6.50 0.130 0.64 WEIR FLOW ��H 0 SCOTT R. COLLINSZ �i No. 35"791 � 5� ZONAL Z w O U Z Z w w � Z z Q Z Z UU O a- O O LU J U Co U) U) < a w a a W � Q w w Q O F- 0- cZS Lu LU ~ cn �" U) L O W LULL 1.�. w - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr � 0 W w 0 0 0 0 N N N N W O O H M N z ti M J M N M N W ~-' N N � � - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr W Q\ CZ Z w O Z J a Q 0 W U J O J Q Id 0 Q U Z Q z W 2 L.L (D W" Q Y Z W � Q 0 � UlZ) Q � O J * gutter longitudinal slope of 0.001 should be used in a sump condition Z W - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth W - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities Uj 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. �- 0 JW J� Q O N coW H w w a Ln JOB NO. 182152 SCALE gutter longitudinal slope of 0.001 should be used in a sump condition N/A - grate inl�ts (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 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 co ffCD Lu Lj ca In L9 10 0 LU i INLETS I 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 N N N � U O_ � C C (6 � � 3 � o t -° ,j, N 0 V � U C a� 0 U � O 3 U Q L � (6 � o C C � � (0 .� � 0 N N � m l9 � � � � � J c I- O w � o 3 � � � � o E d > p` � U in y � � Q U Ci c� �J uS � � cn co r -� a F 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 10B 3C 8.0 combined flow 0.6 0.08 0.171 3.92 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 2 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 38 3C 8.0 combined flow 0.3 0.05 0.117 2.68 0 Z w w z 0 a 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 a N (0 tq (0 Q � C � N N � N U � O � 3 � � o L o 0 0 � � m � 'm H o �° � � � � � n N.� 3 � fl. E N Q "L' O Q Q 01 d > J Q U U O O C! cn � v7 cn H -o -o H � left 0.05 0.50 0.025 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0200 1.0000 4.33 right 0.13 0.50 0.065 0.26 0.00 0.26 0.0010 0.0200 2.0 0.0200 1.0000 6.20 10B 3C 8.0 combined flow 0.4 0.06 0.124 2.83 � left 0.07 0.70 0.049 0.20 0.00 0.20 0.0010 0.0200 2.0 0.0200 1.0000 5.57 right 0.05 0.70 0.035 0.14 0.00 0.14 0.0010 0.0200 2.0 0.0200 1.0000 4.91 28 3C 8.0 combined flow. 0.3 0.05 0.118 2.71 left 0.03 0.85 0.026 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0833 4.1650 4.36 right 0.03 0.85 0.026 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0833 4.1650 4.36 38B 3C 8.0 combined flow 0.2 0.04 0.085 1.94 Tree Planting and Staking Detail Not To Scale PLANT LIST DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER yl�ll.9:l�aIq:7.1�7� TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEYTAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE SYM COMMON NAME BOTANICAL NAME SIZE CANOPY QUANTITY TOTAL ASL LEGARY' SUGAR MAPLE ACER SACCHARUM'LEGACY' 10-12' HT 195 19 3705 Evergreen Tree Planting Detail LSR ROTUNDILOBA' AMERICAN SWEETGUM LIQUIDAMBAR STYRACIFLUA 10-12' HT 206 14 2884 Not To Scale UAP PRINCETON' ELM ULMUS AMERICANA'PRINCETON' 10-12' HT 397 1 14 5558 QP WILLOW OAK QUERCUS PHELLOS 10-12' HT 370 24 8880 QS SHUMARD OAK QUERCUS SHUMARDII 10-12' HT 329 32 10528 TOTAL CANOPY: 31555 y -- --- -- 3 LSR 1 \ - LOT 43 PROPOSED TOT 3QS' v \ ` 1 LOT \ A _ 47-3 UAP_ E - \ a i .- ° l TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE 1992 FENCING AND I DRIP L1NE� SNOW FENCE I BOARD FENCE ORING II_- CORD FENCE W* VUS11C FENCE CORRECT METHODS OF TREE FENCING -Tii­0_ CORRECT TRUNK ARMORING PA 00 TRIANGULAR BOARD FENCE Source: Va. DSWC III - 401 3.38 Plate 3.38-2 County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the olan: Q Trees to be saved; ® Limits of cleating (outside duphne of trees to be saved); ® Location and type of protective fencing; El Grade changes requiring tree wells or walls; Ell Proposed trenching or tunneling beyond the limits of clearing. 2. Mar s: 0 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 preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ZI Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ZI Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ij Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 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 submitted for approval. 10. Tree Walls: El 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. 11. Trenching and Tunneling: Z1 When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: :Dama Pmte ive fencing shall be the last items removed during the final cleanup. 13. Trees: Ell D ed trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 4/24/19 NEA SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) \ 5/1/06 Page 1 of 1 - 1 TMP 45 82A �A N/DBTHIR484� MEPGS�38LC COriSePVatlOri Plan Notes: o , 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR + }q \ ---- W' o • \ /RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND - L o �, BY --- N - W RBA ----_-- ____ ____- W „+ e- o. ,, 11 _ i w ,,- � � // DTHETCONTRACTORIANDHNSPEBCTED AND IAPPRDV TREEMARKING COUNTBENGINEERING ED ---- - ---- _ - _E U ST----- -- - - W W ,J. 5 \ LOT 25 i DEPARTMENT. AS � '�-------�------------------,L -�--� ' PUB�,IC R ,� W W-- \\I i Ir .� - �,- b z ',: e ;l,` ,� 11 � \, \�X .� :.> \ \ � � i \! � r - z LSR 3 ) 1 �� - •. � � i \ 2 _ \ / HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION -- >-- -- % W�W W .. ' o — ` — PERMITTED WITHIN THE OUTSIDE DRIPLINE OF _ \ _ � � .o - - , .` \ \ \ \ � MATERIALS AND SOIL SHALL NOT BE A w- —W �` i AI � I�' - — TREES TO BE PRESERVED AND PROTECTED. - e - �, '' z \ - 1 \ 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH T S o LOT 26 HAT THEY HALL a \� \ � \ " - - � •� ;:: , � ° - • > � � S_J — _ S— — � z LSR 1 ., _ _ _ __ - - � u _ ii \\, \vT _ \ � \�� I \ NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. — I A — — — - / I I, \ ) \ 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES — — -- — 3 5 L= — �1 \ \ \ - --_- \ TMP 45-81 TO BE PRESERVED AND PROTECTED. THIRD 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE _-'F MEAL S L: v — - — — — — I — — — � •• _ — — - — — - — 1 �" �� 1 � � , — vv'�. DB 4841 PG 138 OF TREES TO BE PRESERVED AND PROTECTED. I l � NO LAND 6. 1;1 1 \ \ DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS \I LOT 31 u _ I II v� \ BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY LOT 32 11A \ ,3ASL i _�I I vv /\ V i ENGINEERING DEPARTMENT. LOT 33 llA 111ASL1 �I ` I �• 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, n I LOT 34 �, ll `11� i�111 I LOT 2] I I I vv TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE \ LOT 35 \ i� `.t I I I \\ — — — — 1 OF TREES OSHOALLBBEOMAXIMIZED ND THE MTO THE FURITS OF THEST EXTENTHE TPOSSIBLE. ARATION FRTUNNELING OM THE TRUNKS v� LOT 39 LOT 38 LOT 37 LOT 36 `I Y SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL \ LOT 41 LOT 40 —_ \ — t \ I SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED, LOT _ —I . � _ - �-� _ ,�� .- . I I \ I u - �I \ 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE \ PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH \ 4 T THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR LOT 2$ `f SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. TMP 45 86 ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUELTY TO ANIMALS INC DB 2096 PG 111 \ TMP 45-112F N/F FOUNDATIONS LLC CIO FOUNDATIONS CHILD DEVELOPMENT DB 2834 PG 1 NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR 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 LINES AND ACCOMMODATE PEDESTRIANS. • 3 ASL \�\\ \ \ LOT 21. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON _ _ _ — i_ N / flI I `� \ BAR EVERY A OVER THE ROOT ZONE THE BAR SHALL BE DRIVEN 12" DEEP AND � � Imo` I -I-� \ MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. _ OPE.N SPACE B L I I LOT 2 O ACRES 2 Qp ii� `I I 9 I II 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN UP yOP�N SPACE�IEREBV � / � i �• ii � - I — — i D DTCATE6, THEHOA MATCHLINE SE T 20 - � i • � �' ii i ii ;-,� - � I I � � `� I --� — / r� v I LOT 30 I I I OPEN SPACE A o.61ACRES / ? ASL , \ v I —. — — �� OPEN SPACE HEREBY — — DEDICATED TO THE HOA 1 - — — - - - - I mil A s ---� 5 s��=S s��s® oi p lC2P� A� � WM PROPOSED S I \ FACILITY R W ASL A. �- _ f-I� 3 QS_ \ o _ CD d - - U)Z - \ - -- - - -- 00 w \ 3 UAP'— \ n a 1 _ _ oo - - -- - - -- - 16 - R NA V _ -- _ DRI VE LM R 403 _ - _ 1 5 \EKROUI -STATE f f NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF 6o LBS. PER ACR, OR 1 LB PER 1,000 SF. NOTE: 1. STREET TREES PROVIDED 40' O.C. AND 5'-io' FROM PROPOSED UTILITIES. z. 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 HEALTH OF THE PLANT, 3. TOTAL STREET FRONTAGE = 4,070' REQUIRED STREET TREES: 102 (1 TREE PER EVERY 40' OF STREET FRONTAGE) PROPOSED STREET TREES: 103 NOTE: 1,316' OF STREET FRONTAGE ALONG EMPIRE STREET REQUIRED STREET TREES: 33 PROPOSED STREET TREES: 33 NOTE: 956' OF STREET FRONTAGE ALONG SWEDE STREET REQUIRED STREET TREES: 24 PROPOSED STREET TREES: 24 NOTE: 840' OF STREET FRONTAGE ALONG MARSAC STREET REQUIRED STREET TREES: 21 PROPOSED STREET TREES: 21 NOTE: 720' OF STREET FRONTAGE ALONG WOODBURN ROAD REQUIRED STREET TREES: 18 PROPOSED STREET TREES: 19 NOTE: 238' OF STREET FRONTAGE ALONG BERKMAR DRIVE REQUIRED STREET TREES: 6 PROPOSED STREET TREES: 6 GRAPHIC SCALE \ 30 0 15 30 60 120 �\ ( IN FEET ) 1 inch - 30 ft. ALT SCOTT R. LLINS7� U Lie. No. 035791,1, ~ 0' 05/28/20 'ONAL EGN z z LU LUz Z o a O O O U) V) I lb U J Q Q z Q w w LU U LUW W. I WLU � . I LU � I C 0 o c o 0 N N N N N — N No CD CD I1714 0 r M Mro N rn In LD z z Cl? W C:) N W < 06 Ld 0 J Q z > O LU 0 � Z J Q E� Q _ W � U U l!1 0 w z O J Ul CO O ZLLJ w LU J LU LL J� fQ V N W m H LU w O W cj� _ a Ln JOB NO. 182152 SCALE 111 _ 301 SHEET NO. 19 � TMP 45-76A ESTES, ISABEL T DB 308 PG 386 / TMP 45-76D BRANDY, JOHN E B — / DB 1628 PG 128 _ TMP 45-84 & 45-84A2 ALBEMARLE SOCIETY FOR THE PREVENTION OF \ \ CRUELTY TO ANIMALS, INC l /� to QS DB 2096 PC 111 / __ LOT 6 TMP 45-76 - — — — — - OPEN SPA G / �� WEBER, LEWIS A LIVING TRUST \ 0.10 ACRE / DB 4998 PG 441 / OP N SPACE HERE \ \ TMP 45-76B \ DEDIATED TQ THE �i0 OPE PACE F JOHNSTON, JACOBA IfAY � / LOT \ �3' / \ / DB 3677 PG 444 / 5 - _ — — — _ i o.o8 ACRES i / OPEN SPACE HEREBY V v v � 1 \4 - 3 /bEDICATED TO TH_E_F1QPcj - I LOT \ i� / , , ,, - ° 9 -p \\ � - , \\ _ ``-- _ 0��� \\ \ \ \ z QP STET i SC4R.LLINS7� U Lie. No. 035791,1, 05/28/20 01VAL E�G�� J / \ 9 Q P - w w- / O PACED G� �/ z Lu L I 6.3� ACRES i c LOT 8 OPEN SPACE HEREBY _ % — — ` / i o o \ / - / o i REDICATED TO Ti�E tOA \ O ¢ ¢ t _ — TMP 45-75 u CO U LA U w c(n Q Q / / �,-� _ 1 � • � � � � V — _ � � WEBER, LEWIS A LIVING TRUST o � � _ v v � DB 4998 PG 433 i � z ¢ w w / • 1 s LOT g �� / �— — _ = o - 0- 2QP - - --___ _ i --_— -- �' w w PROPOSED 6 LANDSCAPE \ -_ — — \ \� \ \ w Lu L C OT 3 &MAINTENANCE EASEMENT Y > w ' \ S � .� '/ • LOT zo - -- — — — — — -- s� �'v� ��� 2Qs --__ —vv v E • o. fi / 1 I v OT 2 a, \ I I y vk LOT •d I I A �`:\� v . oo • vvv v ' � I I LOT 12 ILOT 13 LOT 14 LOT 3.5 • • I . I � T 1 i �� v � -• � � ' • PROPOSED FENCING LOT 16 g LOT 1 v ;-` \ OPEN SPACE E i o.o$ ACRES \ \ OPEN SPACE HEREBY \ �N SPACE H — \ EXISTING \ / / TED TO THE H6A — -- -. - _ _ — CEMETARY \` ` / _ _ — / _ LOT 18 i O �v 0.43 ACRES — — �— A OPEN SPACE HEREB — - — — - - — _ i DEDICATED TO THE H v _ �� / XISTInI - / s — — -_ — 7 A �� v ��' �i to 00 EMET,A Y 4 UAP , — �� _ � ASL � v LO � � v A A. , p - T1 �, _ _ r Ln • PROPOSED FENCING 1 / b o, , , r -- LOT 20 Ilop RE STREET ° _ M r �V A LOT 52 ��� -i- ---- �M���gpUBLICR - vv \V A 1 _ LOT 21\ � 9- o - \ LOT 1 � - � \ 1 S I � � � — — — -_ _ '' _�,,\ _ �� A\ L � - � �� �� �; \�; LOT 22 �� I \ T.E1�IP 45-82 1 5 — � L \_IQ NIF R� / Sr, \ THE MESA, LLC v Vv 1 1 1 QS ¢I� % I II I / vv v /\ \ DB 5002 TG 606_ 1 — — '5 LS R � — I LOT 46 I a T 23 v \ N LOT 50 .3 UAP z LSR V \ i \ i 1 I I i • I i I PROPOSED LOT 45 RECREATION 0 • FIELD LOT 49 1 I it 1 • i ' z QS , i I / II I I �OPE N SPACE C 1QP 0.35 ACRESLOT 44 — + OPEN SPACE HEREBY V' LOT 48 I 1 -- �I j I I - DEDICATED TO THE HOA �' • \ P I o41 \ TMP 45-86A 1 V A 1._ 8 I 3 LSR o \ / �LOT 43 ALBEMARLE SOCIETY FOR THE 1. 1 \ l \ / / ° V I PROPOSED TOT 3 QS �� �i 3 AS PREVENTION OF CRUELTY TO \ A 1 LOT y 47 I I ---_ / \ \ 1 ANIMALS, INC \ UAP - \ 3 �" \ i — \ - TMP 45 82A DB 5108 PG 549 - - LOT 24 \ , - ------------ _•� \ \ ` 1 N/F THIRD MESA LLC 0 DB 4841 PG 138 0 o , • /---------\--- — \ i LOT 2 �\ EDE S� 5 v ----� - mow_ -� 3AS'—� — —_N1 PUBhICR W- -� W—wv�viii/ e �iA \ V A\ i ' o „ • o 1 \ t I LOT LSR V �\ s s — 3 ASL.. ° '� _ � T MP45-81 D MESA N/F C _ I -- - — — I B 4841 PG 138 _ THIRD LL LOT 3 NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR LOT 2 \ , � \ ,3 ASL ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES V `���� I � LOT331ASL1 I II II - Vv n LOT 27 I MUST BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET \ 35 I LOT 34 , �, I \ ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LOT 42 LOT 6 LOT ' 1 LINES AND ACCOMMODATE PEDESTRIANS. \ �`� LOT 41 LOT 40 LOT 39 I LOT 38 LOT 37 3 — ' LOT 28 �YJ WCD m N wQ z LL1 J_ z LU w 17— SPACE B _ / �� 1 �� LOT zg — \ _ r — SPACE_ HEREBY / � � ii — ; D YED TO THF-H GRAPHIC SCALE MA_ �E _ ' �! `i �w: �I j, II I I , ,— 0 15 30 6' SEE SHEET 1g / � , i � �NI � LOT 30 \ \ I I I � \ OPEN SPACE A ' TMP 45-86A�/i ���, i� A I\V I �\III o.61ACRES - ALBEMARLE SOCIETY FOR THE TMP 45-112F J i ASL' — - - - — — J - OPEN SPACE HEREBY S I \ \ _ PREVENTION OF CRUELTY TO N F FOUNDATIONS LLC �DEDICATED TO THE HOA i i cn 30 ANIMALS INC CIO FOUNDATIONS CHILD DEVELOPMENT / '� I �' A— --s—� sir—s 011 ' DB 2096 PG 111 DB 2834 PC 1 \ \ + N I\ \ s.- z Q J H 06 r) Q z O J Q Z z a- E___I Q LL. U i L!1 0 Z O J O j 0L Lu O Q LL U-i co Lu w w d Ln JOB NO. 182152 SCALE III _ 301 SHEET NO. 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 / o 535 \-'-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 01 N N Ln O rl N R O. M 00 O N . Ol ci N M 00 M N M Ol Ln O � 00 0 fY"1 n O O M U! 00 ci m U! 41 O L(1 fY"1 a1 rn rj ri N N �t �1' �1' �1" L!1 L(1 V) L.0 Ln N Lf1 N Ln N L(1 M Ln M Ln Lh Ln 4n Ln L( L!1 Ln Ln Ln L!1 l0 L!1 L!1 L(1 Ln l!1 L!1 L!1 Ln Ln Lr1 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 OBJ.=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- � 0 3- O .t M N N N N Ln M Ln M N N Ln Ln Ln Ln U')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 sT9i1,_ 555 55 55 O \ o \ EXISTING GRADE (TYP.) 545 HT. OF 545 EYE=3.5' \ \ 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 I� O Ln Ol LO M f" N 00 00 N 01 'i n H . 01 l0 'i O M O Ln Ol N N O l0 N l0 M N 00 ^ M 01 6 z � 00 n'1 w O n L;l m 00 �i M 00 U � Ln Ln Ln It 't 't -t "t M M N N N N ci N L!) Ln Ln Ln Ln V) Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln 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'1' ) 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 _ 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 LPLr)'1 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 U) Ln � Ln LnU)L U') LLn 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 -�ZH SCOTT R, COLLINS�Z U No. 35791 11;1 ti �n,srOIVAL z z W W Zz O 0CLr00u � Q Q C m (� W 0 U) J a a 0 u r/ Q W W z o a a < > U) U) C W W w w Ce u C)CDC)N C)N W O O O O � N N M Lu z Q ti M J M 0) N 4 M N —j w C N N w < > 06 U) Z LLI LU -j -i J Q L.L - > O o Lu w ~ J W 0 Q V z z H� Q LL wU c11 Y ' 01 LU O = Ul U) p F J Z W Uj U) O j w �c Q J� 0O N w u F- LU �- �n W 0 W d � JOB NO. 182152 SCALE 1" _ ^O1 SHEET NO. 21 0 z LL, w z 0 z Lj Ln z J 0 u 0 O N U) Q 0 O' G 0 0 0 O 6 9 O 0 0 U C. L r LL c _s LA LJ T z z cD z z a CL CL U, -J y i' n LL 5�T� ���� 90 590 t- SCOTT R, COLLINS�Z U No. 35791 11;l 1.6 ZONAL E z w O U z z w w Z z J � � O Q � � OU ® O O Lu J C2 m Q Q Q /� U U U Z rIl w � a a w Q w w co H O I- °' a 06 4 z 0 0 ~ w w O Of > > > �W/ � 0 I.f. w a 0 w > w 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 o N o 0 w r14o 0 0 0 EMERGENCY ACCESS & WOODBURN RD INTERSECTION SIGHT DISTANCE o M M M � M � N rl 1-4 M co 525 525 d7 z ti Q co -� CY O HT. OF N i LL A H� N N w > oZS Ln z Ld Lu > Q O O/ `U L1� O J W 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 J U EMPIRE ST & BERKMAR DR INTERSECTION SIGHT DISTANCE Q Z Z _ � wU C!1 v C) O = Ul ::) cn O 1- J Ln VERTICAL GRAPHIC SCALE W OC 0 2.5 5 19 2R Z LU _ � cn O( IN FEET ) 1 inch = 5 ft. J mow/ 0. HORIZONTAL GRAPHIC SCALE J ry 50 0 25 50 100 200 r n� V 0O ( IN FEET ) N uj 1 inch = 50 ft. H w w O w a Ln JOB NO. 182152 SCALE 111 _ ^O1 SHEET NO. 22 585 585 HT. OF OBJ.=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' 6 5 5 EYE=3.5 F HT. � OBJ.=3.5' 560 560 PROPOSED GRADE (TYP.) 555 555 L!l O O 00 I N N O ci ^ � � Ql O 111 O � 00 00 O 00 l0 l0 l0 � l� M N � l0 N � M � lD Ql L!1 O lD O lD N l0 L(1 l!l L!1 Ln L!1 L!1 II1 111 Vl � L(1 � .... � Vl In L!1 u'1 Lf1 SIGHT DISTANCE=39o' HT. OF 520 EYE=3.5' 520 PROPOSED GRADE (TYP.) � _ SIGHT p� �TANC= 515 EXISTING GRADE (TYP.) � HT. OF 515 OBJ.=3.5' 510 510 o� oo � o _ �^ o� o o rn o o � o p� ci O N ci N N N ci N N N N N c-I N N O 0�0 N W � � � � � cryi L!1 L!1 L!1 L!1 � Vl � lfl � L!1 � l/l � L!1 lf1 Lf1 Lf1 Lf1 Vl l!1