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HomeMy WebLinkAboutSUB202000004 Plan - Submittal (First) Road Plan and Comps 2020-01-07No, AMt"w�`�row, I OWNER: TMP 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 A TTACHED 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 SPA CE: TOTAL OPEN SPACE REQUIRED (CL US TER DEVELOPMENT 259) = 2.19 AC TOTAL OPEN SPACE PROPOSED: = 2.36 ACRES (26.99) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF L 0 T 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: SOUTHFORK RI VANNA RIVER WATERSHED AGRICULTURAL/ FORESTAL DISTRICT NONE TOPO & SURVEY: TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, JUNE 2018. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE 2018. DA TUM: NAD 83 EXISTING VEGETATION: 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 IS 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) = 13 SPACES PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE BUILDING SITES: PARCELS 1-52 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: TWO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. THESE CEMETERIES WERE FIELD VERIFIED AND DELINEATED BY DARBY O'DONNELL, LLC IN NOVEMBER 2018. FIELD EXPLORATION WAS PERFORMED AROUND THESE CEMETERIES WITH A PERMIT FROM DHR AND THIS SITE PLAN REFLECTS THE FINAL LIMITS OF THE 2 CEMETERIES ONSITE. THE FINAL CEMETERY REPORTS WERE SENT TO DHR IN DECEMBER, 2018, IDENTIFYING AND ESTABLISHING THE LIMITS OF THE CEMETERIES AS CURRENTLY SHOWN ON THIS SITE PLAN. EACH CEMETERY SHALL HAVE A PERMANENT BLACK FENCE INSTALLED AROUND THE PERIMETER OF THE CEMETERY LIMI TS 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 INUNDA TION ZONE. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE PLAN, SEE SHEETS 7 AND 8 FOR DETAILS. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. A LANDSCAPING PLAN 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' 0. 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 RECREATION AREA OPEN SPACE: 15,428 SF (0. 35 AC) OPEN SPACE: 61,054 SF (1.40 AC) STORMWATER 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 PROPOSED WITH THIS DEVELOPMENT. 011111�13 TMP 45-84 & 45-84A2 ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUELTY TO ANIMALS, INC DB 2096 PG 111, 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE, AS SHOWN ON THE PLANS. 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. u / LOT 6 / LOTS / / LOT 4 LOTS \ LOT 2 RIO DISTRICT - ALBEMARLE COUNTY, VIRGINIA 45-76A 1: ESTES ISABEL T DB 3 8 PG 386 \Xll��,OPEN-SPACE�\ G OPEN SPACE F TMP 45-76D BRANDT, JOHN E B DB 1628 PG 128 r \/ TMP 45-76 WEBER, LEWI A LIVING TRUST DB 49 PG 441 TMP 45-76B JOHNSTON, JACOBA KAY TDB 3677 PG 444 41L I J -- \ OPEN SPACE E ! I LOT 18 OPEN SPACE H-- G ILOT ig I � V LOT ao i LOT S2 ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL 10TH EDITION, CODES 230 WERE USED FOR THIS DEVELOPMENT. PROPOSED 52 DWELLING UNITS ADT RATE - 5.86 VPD PER DU = 305 ADT (152.5 ENTER/152.5 EXIT) AM PEAK RATE - 0.44 VPH PER DU = 23 VPH (3 ENTER/20 EXIT) PM PEAK RATE - 0.52 VPH PER DU = 27 VHP (19 ENTER/8 EXIT) VICINITY -MAP )SCALE: 1" = 2000'/ Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE PLAN 4 SITE PLAN 5 UTILITY PLAN 6 UTILITY PLAN 7 GRADING & DRAINAGE PLAN 8 GRADING & DRAINAGE PLAN 9 ROAD 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 2o18 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. ROADS LEGEND EXISTING CULVERT CUL VERT Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH � DEPTH OF EC-3A DITCH EC-2 DITCH g" DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS zoo— EXISTING CONTOUR PROPOSED CONTOUR 20o 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION 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 NTH °f� 00�SC0TT R. COLLINS No. 35791 1�04.SSIIONAL YEA Z w w Ul z J J 0 U CM M 00 M i N N N LU J_ U) LU Q U i LU U) LU LU U) w N01f Q 0 O O N z Q I --I 06 0 Q 0 Q z LL I 0 0 j LL LU 0 LL G LL LU co L L] L L] 0 U H- w LU w a Ln JOB NO. 182152 SCALE ill _ 4O1 SHEET NO. 1 z w w z 0 z w z 0 U 0 0 0 u) Q 0 6 0 L 0 0 0 0 0 0 0 s s f 73 z i z c> i s z T f y s 0 ���� ��� TMP 457 v I \ BE LEWIS A LIV G TRUST �W / �i / / I II 11 (IC -) OTT R. COLLINS'Z / / \ DB 4998 PG 4 3 W �W \ / i / / I I I I 1 No. 35'791 ���OIL TMP JACOBA KAY TMP 4582ssIONAL E A DB 3677 PG 444 w /W / ,o%%� "/' / NIA -THFRff-MESA, LLC I DB 5002 PG 606 (Ai5 g55 I \ W ����,� TMP 45-82A / TM �5 76 \ / �N� °H l — //F THIRD MESA LLC WEBE LEWIS/ LIVING RUST I \ 6 w — — — — / � — — — °N � e3��. \ �— _ DB 4841 PG 138 I / DB 4998 441 XIST,ING FIRE YD ANT \ TREE LINE / R RN ROB (TYPICAL) / / I I I I � � �� / TMP 45-81 / ��tJ 0�� / EXISTING 012" / / / N/F THIRD MESA LL / I v DB 4841 PG 138 BOG ZE R / / / / / I E ING 12" DI / SSA CMP CULVERT WATERLINE / I Q TMP /45-76D \0�• / / /� / /-EXISTING TREEL / \ BRANDY, JOHN E B / / 2� _ --- \ \ w — — / / m EXISTING f7J42" �9� / E �I I / / O F / / N CULVERT F / / / / / / / U DB 1628 PG 128� / _ A 1 w / / / � w cn CMP / EXISTING ENTRANCE , � � TMP 45-85 / / � � � � / � � � � � � � � A �V A \W / � I / / �// z TO BE REMOVED 9ti� �BERKMAR DEVELOPMENT, LLC / CONSTRUCTION �\ ��j/ �••� o / AMP 45-84 / DEBRIS \\ w n z WITH FINAL BUILDOUT �� DB 5136 PG 015 \ 9 / 5�e— _ I / / / / BERKMAR DEVIOPMENT, LLC TO BE REMOVED \ I / Lu > ~ ( \\ / / /0�5� i \ — // s8o 5136 PG W STOCKPILE EXISTING BOUNDARY \ / — / / 54. N , PIPE LINE TO BE VACATED / / \ / /� / —5#� j' TO BE REMOVED p / / TREE LINE / / P 45-7�A / / .�/ �"� \ \ \ ASPHALT / // / // / � (TYPICAL) / � _/ � ' �R LIMITS OF EXISTING\ / ESTES, �I S�BEL � _ � � / � � � l � / '— / — — — — � / CyRBTOBEREMOVED DB/ 08 PG //�� i� �� 1 / / '� — of I / v ) / EXISTING MANAGED I — % TMP 45-112F1 SLOPES, I /BERKMAR_ DEVELt1PRENT, LLy f DB 5129 PG 602 TMP 45-112F2 I/ � -DETELOPMENT, LL CHAIN LINK CONSTRUCTION ,b�BER�MMAR DEBRIS CHAIN LINK ��'-� DB 5129 PG 602 FENCE \ I T¢ BE REMOVED —54� / — / I I I \-- --- — '/ TO BE REMOVED o FENCE // / / / TO BE REMOVED ,��o f I / I I I — _ - i , �o LENGTH=293.31' / L/ 1 / - �/ RADIUS=5767.52' DUMPSTER I I I I I I� / \ EXISTING BOUNDARY — - EXISTING BOUNDARY--o — — / / / / o \ l TO BE REMOVED I I I I I \ 3� LINE TO BE VACATED— LINE TO BE VACATED i� / /� / / w o GRAVEL DRIVE / MET\ERY / I I 1 /' - i� — �. _ — — — — / / /EXISTING 20' SANITARY Q i EXISTING CURBIN — — — / % / // S EWER EASEMENT EMENT o 0 l I , 1 / / TO -BE REMOVED / /� // // / o 10'x32' � \ �� ) / 1 v v �\ /1 I / �� — F-OR TURN LANE 1vIODIF+GATI / / / // / 5 3 43- 5 TO TRAILERS \ r / / I � CONCRETE // \ \ / �� / / / � \ \ \ � , _ __ — — � � / .• / rl l I i TO BE REMOVED / \ \\ / / / / % \ J tXISTING FIRE HYDRANT 65 x90 I I i 9 / /II' / \ — / — TO BE RELOCATED \ I I \ I XLISTING ENTRANCE EXISTING 12" DIl BUILDING / '� \� / / / /j — AVA V I V TO BE MODIFIED WATERLINEEXISTING HEADWALL FOR TWO 2 \ \ \ TO BE REMOVED I CONCRETE ,- — \ I ( ) — _ TO BE REMOV'6 / I / R NEW ACCESS TO DEVELOPMENT � � V I EXISTING I I � � ) � /) l � � I F � _ � Q124" CULVERTS TO BE REMOVED. � \ V I / I RIP-R P / THE EASTERN CULVERT SHALL BE CM CONCRETE MANAGED I I / j / / I _ c . 37'x85' �\ TO BE REMOVED \ I SLOPES I / / I �� �/ / //� I I , �� , t DEMOLISHED BACK TO THE Cyi °y am BUILDING \ /� I l \� \ \� 11 1 / PROPERTY LINE, AND FILLED WITH 0 z TO BE REMOVED \\ — / \ I I / / I / / ' — \ — / FLOWABLE FILL. THE WESTERN N Q CEMETERY 96 \ I \ // / / 024" CULVERT SHALL BE MODIFIED 4 TO HAVE A NEW UPLAND M III ��056 � ys HEA ALL �• I 47'x56' �% �/ I I ` I ( / I I �/ \ 1 / / ��_� DOGHOUSE MH. BOTH 024" � BUILDING / / / / \\ / % s�' \ g. , ���� N / � ® I / \ \ ` � ` � �1 \ \ N CULVERTS SHALL REMAIN UNDER ` \ ` / I =� 4 _ QJ��Q �� BERKMAR DRIVE. TO BE REMOVED p APPROXIMATE 0) I� LOCATION OF WELL I I I / I \ I \ \ I ���� s��, N J �% �ti / I �' \ / BENCHMARK: \ N H� PER DB 424 PG 152 \ � \ 1 � � \ TMP 45-112E I j TO BE REMOVED CONCRETE I I I I I�o� y RIM=518." / \ TO BE REMOVED - STORAGE I 1 GRAIVEL AREAA\ ^ / \ / I �� �� / MCMAIO�V, BRIAN J & STEPHEN Q 1 \ (tYPICAL) ( 1 ( / ���I �1� �� / ��ON ST i (� / CONTAINERS 1 I I ' I \ I,/ 1 \ / / I P��Q` ` / �, / DB 1453 PG-3V \ TO BE REMOVED / \ / / / I ti 4 z / \ CHAIN LINK I ZONING=HC uJ 0- FENCE 0 TMP 45-8�& 45-8 2 _ _ FENCE / I \ \ \ \ < \ / / / _� ALBEMARLE SOCIETY FO THE ® — — TO BE REMOVED�_� ctD PREVENTION OF CRUEL T TO \ , �� `\ `� iI / \\ \ WOOD FENCE— / ANIMALS, INC �, �6� �. / \ \ \ \ I / / / BENCHMARK: w O 0 / DB 2096 PG 111 / �' 31 x�4' — —L / ) \ \ I I DI RIM=518.87 / \ BUILDING — , ` _ \ \ \ �� \ I / / I � z / JO BE-REMOV / > / / /TMP 45 112F ( O /N11i FOUNDATIONS LLC O J J K A — — � \ � „/ \ \ \ 1 I l / C� FOUNDATIONS CHILD \ \ Q /l // / DEVELOPMENT \ \ / — \ \ / �/ \ \ \ I I DB 2834 PG 001 Q / N81 °1 T \ 58"w �' — — . / TMP 45-86A _� 3 _ 1 I 1 / LIMITS OF EXISTING _LL z ALBEMARLE SOCIETY FOR THE 2� —�) , _ l I �ti� / \ \\ \� �\ / CURB TO BE REMOVED \ \ \ U / \ PREVENTION OF CRUELTY TO / �\ �� o� I 1 �\ \ \\ \ I \n W ANIMALS, INC — — — DB 5108 PG 549 ���° I / v v L.L.I �� _ W TMP 45-112- v WOOD, ST ARD R. JR & W MARGARET E. -TMP 45-86 / , , — — — / / / / / DB 4751 PG 579 / I / ALBEMARLE SOCIETY FOR' THE � � � � — — — — — _ _ / / / i � �/ � / / ZONING=HC Q YPEVENTION OF CRU iTY TO //, ANIMALS, I C� DB 2096 F� III W / /// / // / // / / / / \ I \ / / - r W / - - - - \ / / / / / \ --�-- / / co NOTES: /' /' v v / / / / / / -- I I I I - / o 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. 2. TOPOGRAPHY PROVIDED BY ROUDABUSH & GALE, FIELD COLLECTED IN JUNE, 2018. ti o \ 6, ��o b THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE & � ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN NOVEMBER 2018. / 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED \ \ / / / / / / / / / / \ > I / / w ; / l — / 61 STEEP SLOPES ARE LABELED. — v v / / / / / / / / / ' / / I \ / �Q // — °ti 4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. 5. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 195 MUST HAVE AN _ / / / J����� GRAPHIC SCALE ASBESTOS SURVEY PERFORMS IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT / / / // / / / / // // / // // \ I / // �O 0 0 20 j / 40 80 \ \ `160 VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 6. ALL EXISTING BUILDING WATER LINES FROM THE WELL AND EXISTING DRAIN LINES AND DRAIN FIELDS SHALL BE REMOVED IN ACCORDANCE WITH VDH GUIDELINES / / / / / / / / �' / / / / / / ( IN FEET ) AND REQUIREMENTS. Ll 1 �ich = 40 ft. Lu w w a U) JOB NO. 182152 SCALE 1"=40' SHEET NO. 2 o, n 49 PROPOSED 6' �, f PROPOSED 5' N PROPOSED �� PROPOS LOT + CONCRETE SIDEWALK 112 C RECREATION OT T \ I o PLANTING STRIP 24 I OPEN SPAC C (� x5 2' ENCROACHMENT 1�O C' N rn oo PROPOSED STOP SIGN (TYP.) � ^ N 18' MIN FIC FIC{ A X D N FIELD 0.35 ACRE o, yeti v °- D z N LOT44 0 � �x •.. \ Z oTYP.)- I bo o_ m N OPEN SPACE HEREBY _ ( N�u i m n o_ m �� PROPOSED VDOT o LOT 8�T'J 2 EIP T -� DEDICATED TO T E H A STD. CG 12 (TYP.) �Eo4 E�P P O o D PROPOSED 5/ - \ xo C. PROPOSED STREET SIGN (TYP. PROPOSED VDOT' e. � 111' n o l n -� CONCRETE SIDEWALK ) 2' ENCROACHMENT o_ 08 STD. CG-gD (TYP.) 1 I °�U' -- PROPOSED 6' (11) PROPOSED ON STREET o ^ N o -� y o LOT 43 PROPOSED WALL PLANTING STRIP PARKING SPACES (8'x2o') QC, y3 \ ! 1°0 1 o T .1� 5 + N\\ n D _ A - x MAX. HEIGHT=3' \1�x5p� of � LOT a ? X _ IT �� z o I PROPOSED NO PARKING SIGN (TYP.) o a� PROPOSED VDOT I -m 47 0_ '� T m rn N PROPOSED STOP SIGN (TYP.) r" rrn I PROPOSED STREET SIGN (TYP.) - - - - o Ln STD. CG-gD (TYP.) \ PROPOSED STREET SIGN (TYP.) Q 1' ENCROACHMENT I �p !p, - ----- cv ---- - --- - �\ N �o - - - - - - 80 + �o - - - N --�y4}O° o G� r o LOT 24 \ 0 64 12 '' °� -? e `, o 'PROPOSED VDOT` 7 _ _ _ - - o� � - - - - - - U - %5�g`R � 2 \\ �• � �� Z o o --- - SIGHT DIST NCE=28 u _ - S,p �� 15 m -- PROPOSED STOP SIGN (TYP.) .yam a --- - - 13+50 1 \ �`r' �'" 112 1 w ----- - �a - _ PC:1o+11.46 Aj - - - - - -- 1 -- - -- �n -12+50 - 200 o R o -0 SWEDE STREET �3+00 ��+ 1 \ \ LOT 25 o v, 11+00 12+00 e o 11 �h � UBLCRIo. 'Pa o 11+50 335'R n o. \ o0 1o+50 11 o 1' EI�C ., .321 -- - - 28' __ _ =� PROPOSED NO PARKING SIGN (TYP.) 20X20 11 \ LOT 26 \ oo a a8' o - 28' { (MAN •1 \ y go - o • - e 34' _ AC 2� o 1' o0 11 x9 \ \ c N (2) PROPOSED ON -STREET + .-, 28 - 34 5' FRONT SET v - 2 GARAGE y2 I \ Ovv o ' \ a PROPOSED 6' PORCH & lox ( = " C • \ 7 � 1 PARKING SPACES (8'x2o') 55' _ - � } I _ 1N 1 .._.GARAGE F 3 Z 20' 3' CONCRETE SIDEWALK (TYP.) = ox2o TOP ° (M20 M1NPROPOSED NO PARKING SIGN TYP. 4 cJ - 1 4 0- 00, (TYP.) 2o'x20' 2o'x20' 2 2 1N.i GARAGE ) o Rcn 17 E RATION (MIN.) (M s �W I GS PA PROPOSED NO 2o'x20' I 2o'_0 20 x2o' 2o'x2o' -- (MIN.) (MIN.) - I AGE �, p\N -� (MIN.) - GARAGE GARAGE - GARAGE GAR 10 BU1\- �. 1 a 2o'x2o' PARKING SIGN (TYP.) - (MIN.) � (MIN.) I (MIND � o I o LOT 1 a L 1 (MIN.) GARAGE GARAGE GARAGE LOT 2 3 � 11 G) GARAGE PROPOSED VDOT GARAGEtj _I 3 D STD. CG-gD (TYP.) r o o LOT 33 PROPOSED WALL n -0 `' D z N LOT 35 I Z �i LOT 34 MAX. HEIGHT=4' IlmI �I m o LOT 27 0 \ Ln r1 O1 LOT 1 °LOT LOT 39 LOT 38 LOT 37 LOT 36 I NI I V - 10 11 o Iw` I L �4 II o \ LOT 2 0 4 `' 4p I I n DECK 11 ` Iz F/C F1r ^„ _77 I _ _ 4 Q . I 113 I� I o 10 -- 1 Cy, PROPOSED SIGHT 11 I� 1 pE 11 - 18' MIN. N 10' 1o'K -{ DECK pE 11 (TYP.) G) z o LOT 28 ° DEC P ' I 10' O 1 I= I � E/ CK DISTANCE EASEMENT L 0 2 I I m o� m 0 10 1O 10 DECK DECK �z 2' ENCROACHMENT 6' lin o II � D 10, - 10' DECK I DECK -3v 1� o DECK DECK DECK J 3' ENCROACHMENT 2g' rq I II _ 114' m -----2o' REA SETBACK - - 5 I I D W 2g' �,' PROPOSED � i' ENCROACHMENT f 40 OPEN SPACE B CONCRETE SIDEWALK D I I� � z o LOT 29 n o.36 ACRES N m o .. �r? OPEN SPACE HEREBY PRC, III II• II III m o n ' DEDICATED TO THE HOA+6 31' 28' 28' S43° 31' 13 98"a4�194• 4 12' e • • • r 5'8� PROPOSED WALL - I o �1g o 0 MAx. HEIGHT-5' MATCHLINE SEE SHEET 4 e 1 I I� r S 3o S :::: ::77 I �% o LOT 30 4 III - D z N PROPOSED 6 PORCH & .jo r • 1 I�I m 3' CONCRETE SIDEWALK (TYP.) N NOTES: - PROPOSED VDOT 1 1 I 127' 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT STD. CG-6 (TYP.) V �I PROPOSED 6' REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING II PLANTING STRIP 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED EXISTING TREE LIMITS (TYP.) I I DESIGN. r .. lj -- 2. ALL OPEN SPACES ARE HEREBY DEDICATED TO THE HOA. .... 1 IIL 2 PROPOSED WALL MAX. HEIGHT=2' )ACHMENT- / PROPOSED WALL MAX. HEIGHT=6' M I m \o \F %, 0 s� OPEN SPACE A o.61 ACRES OPEN SPAC"EREBY DEDICATED TO THE HOA ° • • tea. 1�. . . r . • � I �.. ` PROPOSED SWM FACILITY ° +g1.12 1 . . . . . . . . . • . `-� I1 .......... uu Lu ti PROPOSED NO PARKING SI N (TYP.) CD 1 - PROPOSED VDOT d a --- o °O STD. CG-12 (TYP.) O`^ - � CONNECT TO EXISTING ��n 3� PARKING LOT CURB & GUTTER Z ` PROPOSED SIGHT ' DISTANCE EASEMENT . 2 C 5767.5 oe •e. .o CFI 31 ��' EXISTING PARKING LOT PROPOSED NO PARKING SIGN (TYP.) ESTORAGE LANETAPEP, TIE-IN PROPOSED ' CONCRETE 1 , IGHT , URN LA 12 100, RIGHT TURN 5 i o 10o R SIDEWALK TO EXISTING SIDEWALK ' PROPOSED STREET SIGN TYP. 12 o (TYP.) -- EXISTING 5' CONCRETE SIDEWALK 12 LOT NUMBER PROPOSED WALL MAX. HEIGHT=2' )ACHMENT- / PROPOSED WALL MAX. HEIGHT=6' M I m \o \F %, 0 s� OPEN SPACE A o.61 ACRES OPEN SPAC"EREBY DEDICATED TO THE HOA ° • • tea. 1�. . . r . • � I �.. ` PROPOSED SWM FACILITY ° +g1.12 1 . . . . . . . . . • . `-� I1 .......... uu Lu ti PROPOSED NO PARKING SI N (TYP.) CD 1 - PROPOSED VDOT d a --- o °O STD. CG-12 (TYP.) O`^ - � CONNECT TO EXISTING ��n 3� PARKING LOT CURB & GUTTER Z ` PROPOSED SIGHT ' DISTANCE EASEMENT . 2 C 5767.5 oe •e. .o CFI 31 ��' EXISTING PARKING LOT PROPOSED NO PARKING SIGN (TYP.) ESTORAGE LANETAPEP, TIE-IN PROPOSED ' CONCRETE 1 , IGHT , URN LA 12 100, RIGHT TURN 5 i o 10o R SIDEWALK TO EXISTING SIDEWALK ' PROPOSED STREET SIGN TYP. 12 o (TYP.) -- EXISTING 5' CONCRETE SIDEWALK 12 LOT NUMBER LOT AREA SF BUILDABLE AREA SF LOT NUMBER LOT AREA SF BUILDABLE AREA SF 1 3,635 2,559 27 4,689 3,069 2 3,101 2,427 28 3,178 2,478 3 3,9 7 2,641 29 3,261 2,559 4 3,6 8 2,352 30 4,138 2,786 5 3,2 2 2,518 31 3,848 2,527 6 4, 5 1 3, 290 32 3,005 2,305 7 4,1 5 2,820 33 2,999 2,299 8 3,2 3 21550 34 3,924 2,549 9 3,1 2 2,440 35 4,066 2,681 10 3,1 8 2,425 36 3,231 2,528 11 3,9 9 2,626 37 3,211 2,509 12 3,8 2 2,668 38 3,814 2,529 13 3,1 5 2,450 39 3,759 2,475 14 3,0 5 2,372 40 3,086 2,385 15 3,0 4 2,407 41 3,057 2,357 16 3,1 7 2,450 42 5,523 4,052 17 4,1 5 2,751 43 3,984 2,650 18 4, 7 2,716 44 3,125 2,425 19 3, 2 2 2,498 45 3,166 2,466 20 3,1'7 2,416 46 4,038 2,707 21 3,112 2,431 47 3,924 2,585 22 3,2' 3 2,510 48 3,051 2,350 23 5,1 2 3,422 49 3,103 2,402 24 4,306 2,819 50 3,156 2,454 25 3,201 2,484 51 3,197 2,495 26 4,&1112 2, 641 52 3,805 2,529 w W W w \ST PNCE GNP • < ° � - PROPOSED STOP SIGN (TYP.) W - 0o T+ rn---- _ 12 W , _W -� R DRIVE BERKM CUTE 1403 S TAT E R _ m NEAREST CETO DII•ITERSECTION = 350 REST DIS'T SECTIONE 2'160 INT GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. - - - - SIGHT DISTANCE=ago' I EXISTING 12" DI WATERLINE I �I O I I EXISTING 20' SANITARY SEWER EASEMENT DB.5232, PG.243-256 ,'YH o� , SCOTT R. COLLINS'� No. 35791 �&SICNAL OGZ 0 N w o N ap o 0 A- z LU J_ U) z LLI w J� w 0 0 0 N z Q I --I Cz O 0C J Q H� LL I O O J LL Lu O LL Q Lu co J W H Lu r-nLuO w a N JOB NO. 182152 SCALE 1'1 _ 301 SHEET NO. 3 w / w � JH OF N \\ \\ PROPOSED VAR. WIDTH / / / (UNo. T R. COLLINS'� \ _ LANDSCAPE MAINTENANCE EASEMENT 4 35791.66iZl E� r 6/4 1 SFgNcw PRPOSED EMERGENCY ACCESS ONAL WITH 22' ACCESS EASEMENT 322�•94 w / 9 � OPEN SPA - .. s� w \ PROPOSED VAR. WIDTH 1' ENCROACHMENT a � o.10 ACRES / LOT 6 OPEN SPACE­+1ERE LANDSCAPE MAINTENANCE EASEMENT \ EDICATED TO THE N6o0 S ° 13 3a.� „ w GW7-1111 4' ENCROACHMENT p `� �o ��' (� j \ 90, . CO ��Q OPEN SPACE F \ �L� LOT 5 z �� o.o8 ACRES _ w ,�o fP-FjP OPEN SPACE HEREBY o �� / A F ° °+�• V o DEDICATED TO THE HOA �/- N630 O • ry ti -� 41 \ O 1°�6 �fl� ko LOT 4 �� o 0 0 . :o , • . FOB �= � . � �. 0� , �, eG� �� 8 LOT 7� %' Z a ��\r 6 8�ti°���� a PROPOSED 5' \ a+ F�� `' OPEN SP , zmp,q �G' _ — — _ w 0 m CONCRETE SIDEWALK < Gy'�ii�o, tiy� �`'o, o.3z ACRES ` ' ;��N�&' e9 °30�O�4o�� — w vMi Q �y�/��- PROPOSED 6' s\ py6� LOT 8 �Fy OPEN SPACE HEREBY e,q©G ° r �6�F zp88 — _ — — — w m - 'P DEDICATED TO THE HOA�� '��°/ PLANTING STRIP ° NGg ° , PROPOSED VAR. WIDTH I �-y' LANDSCAPE MAINTENANCE EASEMENT / i . e e o / 24x00 �� �c� LOTg e .. z �. °. ° e ` e ° ° .. �660 / rq - a, 28 v N S� A Off,-"oo\ 23' ° �O 3S a - \ / LOT 3 c? o s ti . Cyr\°+ y C•F ✓ 2' ENCRO-fCCHMENT 4 F 69.E , °.° PROPOSED 6' PORCH & ° O�\1 'P �i �o, titi �\ o� _ 2' ENCROACHMENT ),_3'CONCRETE SIDEWALK (TYP.) �� ST-� x5o\ \ �`�' 9�J LOT so pFC� lo, — 20 REAR SET ACK— \ . . tioI G` o- F \ �� �� DECK DECK DECK p1OK i ��70 PROPOSED VAR. WIDTH ENCROACHMEf�T� �� \ EC DECK e r e . n , 33 26 LANDSCAPE MAINTENANCE EASEMENT rDE 7.o. T i1 e LO \ �°..... �. 9 LOT 2 LOT 12 3 LOT LOT LOT 15 o 112 \ �yQ Ln 1 � o I rq kO 1' ENCROACHMENT `cp,, �O. .3 � �' �n O �� o PROPOSED VDOT \ gypV Cy��iy'o, PROPOSED 6' PORCH & � LOT 17 I �` ` ` L ° L `b P� \ e e ° ��'S / LOT i STD. CG-9D (TYP.) �' \ C� °� 2I'X203' CONCRETE SIDEWALK (TYP.) QP� �N 9F', OPEN SPACE E 9S , PROPOSED NO \ ao� (MIN. 2o'X2o' \ / �� \ o.o8ACRES ) 20'xzo' M X o / ( OPEN SPACE HEREBY G Rq' (MIN. -� N° MI x2o' i PARKING SIGN TYP.) A \ GARAGE ) ) 20' \ ° -- _ GE GARAGE (MIN.) `A `ro \. GARAGE ARAG ( LOT 18 OPEN SPACE H EXISTING DEDICATED TO THE HOA E (MIN.) ��J \e e o 9 / PROPOSED VDOT \ \ GARAGE ti° O �o, cP• / o. ACRES CEMETARY - PROPOSED VDOT 43 STD. CG-6 (TYP.) \ ° OPEN SPACE HEREBY \ \ XISTIN STD. CG-9D (TYP.) STD. CG-12 TYP. . , z8's — CO FTBq K DEDICATED TO THE HOA - • . PROPOSED VDOT 552�0- �°°_ EMETA Y 28'� C cyp,�+�o, z ,w ) - PROPOSED NO -32 8 ; ; �c LOT 19 0�.�0� - - - - - - - 109' \\ PARKING SIGN (TYP.) :::::::: SEPARATION — o ........ r. 1o' BUILDING - ° MPLRE STREE \ ....:. 1 X l6+50 PUBLIC R W) 9�J LOT 20 ti \ o . . - o 1 PROPOSED STOP SIGN (TYP.) 800'R I - - _ _ _ -4— \- LOT52 G'rn -' 17+50 - 17 oo �� �S `� 9f, ,�°PROPOSED WALL 2' ENCROACHMENT— r^ o PROPOSED STREET SIGN (TYP.) --- S Sow L,\�' �CF LOT 21 �° MAX. HEIGHT=S p 114 D o 1 r e Z o �� O d 1 ° °�\ ��� G ��j+�o titi 1 \ LOT 1 0' 6 + — 56— — v ��.� 8; �91, 5 rm`pC.. +59 5 5— ��` �1 � b N ;r, i• a r^ A� PROPOSED 6' s. \r' G SIGHT DISTANCE=16o' o y o Q F LOT 22 titi� 2' ENCROACHMENT 1� 0 114 �, W ° ° n ^ N a PROPOSED 6' PORCH & PLANTING STRIP ° — o PROPOSED NO PARKING SIGN (TYP.) ��o+ PROPOSED 6 PORCH & N. \ N I x 3 CONCRETE SIDEWALK (TYP.) e ° N Q ' I J I _ z m N .. ��G ..°� \ ��, 5�� is�'Li���o, 3' CONCRETE SIDEWALK (TYP.) e e N LOT o m o m I Q 7 �� o NI m LOT 46 ���f0� S/G/�TO PROPOSED VDOT V O� LOT 23 \. 0 5 `�' I ) o- \�`T / T STD. CG-9D (TYP.) PROPOSED VDOT . ° . " o z i�4, v�q O q �� ��x STD. CG-6 (TYP.) \ rn N PROPOSED SIGHT 2' ENCROACHMENT n D o \�8 0 o S0 a� -0 r + 112 D^ o I 8' I ID z o LOT o I DISTANCE EASEMENT \ o' \ - C ,Lim �o, / n _ 45 ,, I 9 �� �Z °N° RJR -RIW-� m n o LOT 49 m °+ I PROPOSED 5' rJ PROPOSED : PFOPQS PROPOSED 6 �+ \ s / 1 N on CONCRETE SIDEWALK 112' Io OT T ` 0 110' PLANTING STRIP 124 ^ N I° RECREATION OPEN SPAC C PROPOSED STOP SIGN (TYP. 2' ENCROACHMENT n N 1g� M1N. FIC FIB{ o y `N FIELD o.35 ACRE ) \o yZti \ x (TYP.)- I I z o LOT 44 o N OPEN SPACE H EBY z o °N NIu+, n o Ln \\ PROPOSED VDOT m _ 8 2 DEDICATED TO T E H A \STD. CG-12 TYP. ° �, - �; LOT 48 E�P E P P O - o D PROPOSED 5' (TYP.) . \\ k00 -o C` N PROPOSED VDOT 11i m N PROPOSED STREET SIGN TYP. � n ° � °�, CONCRETE SIDEWALK .� (TYP) ry \\ 2' ENCROACHMENT o STD. CG D TYP. o ° 9 (TYP.) I I �,Iv, I PROPOSED 6 (11) PROPOSED ON -STREET �\ 011 /- \ 108 0 -`� n ^ 'o LOT 43 PROPOSED WALL PLANTING STRIP PARKING SPACES (8'x2o') C. 13k$ \ In o_ o PT: 10+52.47 I o CO DI z N MAX. HEIGHT= Q : \ i \ n �" 0 3' - 1�k5o I o PROPOSED NO PARKING IGN TYP. �o -� LOT 47 v ? o ;� a I T rn PROPOSED VDOT o(TYP.) n m' rn u, ',STD. CG-9D (TYP.) PROPOSED STREET SIGN (TYP.) `r'- \ �^ rn �qI PROPOSED STREET SIGN (TYP.) - o p PROPOSED STOP SIGN (TYP.) 1' ENCROACHMENT I -- iA� °, ---- Q1 \ `�', �\ / T 7 N ti + — _ I - — — — — \ - 'G 12' 78� • + zo — — — — — _ �+ `ro � �� oc 24 o. o. ° � N 0 6 'PROPOSED VDOT - — — — — V , �5�g'R \ � Z N N �, ? STD. CG-12 (TYP.) SIGHT DIST NCE=28o V v _ , zS•R \ J °_ N �\ 1 15 l PROPOSED STOP SIGN (TYP.) �' o_ °- — — -13+5° I r- 1ti2 T o\ °— I ----- --- IR \ -p 9 PC:1o+11.46 - 12+ o- - ' \ a 200o R O� -12+00 u, ET + o : - �\ �\ I °-�� o- LOT 2 �� o SWEDE STRE 13 0 °3 . S . 4 :. \ -� J, � X 5 � d 11+00 � - -°+ m — UBLIC RIW 1� 11. . P I - _ _ ,o 335 R o 11+50 =o n W 6, . 112 II � o- o + o w o— Ile \� N w 1, 1.28 x EI�PCROAC ' �2 , 1 p - c, 32 \ o e e 11 ° 28' _ ROPOSED NO PARKING SIGN (TYP.) z,IN II ` . ego _ LOT 26 06• 28' e P o � • 4' 34 ONT SET AC �v 20 2ox2i lM AGE 11 2k91• (2) PROPOSED ON STREET o 1 , Z 28� 5 F Z YP• o IN.) GAR PARKING SPACES (8'x20') 55 3 — o- PROPOSED 6 PORCH & — r 7 20 x2) RAGE ` \h �� r 20 3 CONCRETE SIDEWALK (TYP.) 2o'x2o' 2ax2o (MIN• GA PROPOSED NO PARKING SIGN TYP.e �!^4 1 -�+ c �11j 4 a °�° " (TYP) 2o'x2o' 20 x2o 2o'x2o' (M1N) (MIN•GE GARAGE I(� m NG SE PRAT�O! 1 PROPOSED NO 20'x20' 20'x20' 2o'x2o' O (MIN.) GARAGE I I GARA gU1lOi - WN. GARAGE GARAGE 1 . ` I 1 10 PARKING SIGN (TYP.) 2o_x2o' -(MIN. (MIN.) GARAGE (MIN.) ,, o LOT31 Ih 1 1 � (MIN.) GARAGE GARAGE I GARAGE e I I ° �I PRO OSED VDOT GARAGE I I _ LOT 32 11� ° + I r N STD. CG-9D (TYP.) P o LOT 33 PROPOSED WALL 11�` ` . ° I - `' �I z N Io ° LOT34 MAX. HEIGHT= ltm o I dl I �- LOT27 -� LOT 35 Z `' m I I u N I m N o LOT 39 LOT 38 � LOT 37 11 LOT 36 � 4 KIN II I I �I n ° \ o LOT41 HLOT40 �, I I 1CK J 11°- Iz I �4'I LOT 2 �' I I - pE IC FN Ln , °- 4 I� I 10 10 1 C PROPOSED SIGHT �11 ,f I $'MIN. a 3 I I 10' �_ DECK D� DISTANCE EASEMENT 11 Io I 2 ' TYP.) D - o LOT 28 N°30 - 10 0 I - iIt I /P E(' o � I 10' DECK \ o m 10 1O DECK Z ° ° ° ° ° ° � 1 � I° I y 1o' 1O 1O DECK DECK DECK 2 ENCROACHMENT $ 6' .1� a �IL V DECK DECK DECK 3' ENCROACHMENT L_ { N , � PROPOSED 5' I e ~ �� 1 4 20' REA SETBACK 28 OPEN SPA � • I D � ° 1 00 � n N CE B CONCRETE SIDEWALK II I D z N D 80 1' ENCROACHMENT �� 40� O. 6 ACRES o LOT 29 m n ry GRAPHIC SCALE . .�' OPEN SPACE HEREBY r P II �I m o 30 0 15 30 60 120 " =I _ 0 28' 12' . 6 C HE HOA �6S.8 DEDICATED TO T ' 31 28 28' S43 31' 13 98„� 194. 3' 34 / 119 rn PROPOSED ° MATCHLINE - SEE SHEET 3 I ! o `n o ( IN FEET ) MAX. HEIGHT=S' S03o� � � � � � � 71 a _I ��/ � ^ o LOT 30 � 1 inch = 30 ft. S m 34 l I I + '� / D z N PROPOSED 6' PORCH & 2O8j0, 'l 1 I �I N ram„`' 3' CONCRETE SIDEWALK (TYP.) PROPOSED WALL MAX. HEIGHT=2' ENT--' PROPOSED WALL MAX. HEIGHT=6' 00 \F OPEN SPAC'F A 0 N w o N p o 0 j N W J_ Cn L z LU w J� w Q 0 z Q I� I� 06 0 Q O/ 0L Q I� I O O j 0L Lu O LL CQ G LL Lu W z J W F- Lu a � JOB NO. 182152 SCALE 111 = 30 SHEET NO. 4 00 L PROPOSED TYPE A_/ BLOW -OFF ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY \ SERVICE LATERAL (TYP.) E39 `.. LUTO OSEASEMENTLIC �' 1I B LOT 31 PROPOSED 1o' PRIVATE I LOT 2 3SANITARY SEWER EASEMENT LOT 33PROPOSED SANITARY SEWER LOT 35 LOT 34 SERVICE LATERAL (TYP.) LOT 8 LOT 37LOT 36LOT 41 LOT 40 3 LOT 42 I GRAPHIC SCALE 30 0 15 ( IN FEET ) 1 inch = 30 ft. m ------------------ E1-Ev = 482.50 5 SOP OAT= 4�6 S S _ ( TIE-IN TO EXISTING �F SANITARY EWER MANHOLE Ae'' 120 ��. ° • ° • PROPOSED FIRE HYDRANT ASSEMBLY MATCHLINE - SEE SHEET 6 . . . ■ ■ ■ ■ 1` ..............°.°. ° a. 1 PROPOSED 8" CL. 52 DI WATERLINE 0<—vJH SCOTT R. COLLINS'� No. 35'791 ,� ��sSIONAL E��S " I 1. SEE SANITARY SEWER AND WATERLINE PROFILES FOR ADDITIONAL INFORMATION. 2. SANITARY SEWER AND WATER LINES TO BE INSTALLED IN ACCORDANCE WITH ACSA ... GENERAL WATER AND SEWER SPECIFICATIONS. LOT 28 ° • ° • 3. WATERLINE SHALL BE DUCTILE IRON CLASS 52. e PROPOSED 20' PUBLIC 4. PERFORM TEST PITS TO VERIFY HORIZONTAL AND VERTICAL LOCATION, PIPE SIZE rq UTILITY EASEMENT AND MATERIAL OF EXISTING WATER LINE - COORDINATE TEST PITS WITH VDOT & THE ACSA. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL IN �I 1 LOT 29 ACCORDANCE WITH VDOT STANDARDS, THE MUTCD, AND VA WORK PROTECTION I MANUAL. CONTRACTOR SHALL GENERATE TRAFFIC CONTROL PLAN AS NECESSARY .... . . AND OBTAIN VDOT LAND USE PERMIT TO PERFORM WORK IN VDOT R/W. TEST PITS - . SHALL BE PERFORMED AND TEST PIT INFORMATION SHALL BE PROVIDED TO ACSA II PRIOR TO ORDERING ANY PIPING MATERIALS. PROPOSED WATER LOT o 0 SERVICE LATERAL (TYP.) 3 I MH-8 � ti uj - - w rX F-� U S S CO ia- �A .. MH-g .. .• �• ��� r r ... �• . e ` ......�i� . :� \ RELOCATED EXISTING ....... ° FIRE HYDRANT 3;.. •e••• r. _ _ ____ s. r r r r r r r r r. e_ a PROPOSED BORE LAUNCH PIT to 3: + y 1 ° ° DRIVE ' - - --� BERKMAR �- TATE ROUTE 1403 - • ° � � ---' EXISTING iz" DI WATERLINE C:D�° E WLn S ° p Ah ��'V r--=- + — TIE-IN TO EXISTING 12" DI WATERLINE WITH 12"x8" T.S. & V. W W -- BORE & JACK PER ACSA STANDARDS 45 LF MATCHLINE - SEE THIS SHEET `� � I I I� I _ ARY ENT -256 I o I I EXISTING 20' SANIT SEWER EASEM DB.5232, PG.243 — s PROPOSED 20' PUBLIC S _ UTILITY EASEMENT s _ _ off 00 OH o _ s � _ S 00 off GRAPHIC SCALE 30 0 15 30 60 120 OH ( IN FEET ) 1 inch = 30 ft. 00 94 0 z OF 24" STEEL CASING PIPE (0.50"MIN WALL_ THICKNESS) W/ 8" RESTRAINED JOINT D.I. CARRIER PIPE. PROPOSED BORE RECEIVE PIT PROPOSED 20' PUBLIC UTILITY EASEMENT TEST PITS OF THE EXISTING WATERLINES WILL BE REQUIRED AT THE TIME OF THE CASING INSTALLATION & OFF -SITE SANITARY SEWER MH-7 _ CONSTRUCTION. THE ACSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE CASING INSTALLATION AND SHALL BE PRESENT DURING THE CASING INSTALLATION. -- W o ;. w o N p o - o MH 5 Ln I I L I EXISTING 12" DI WATERLINE I I EXISTING 20' SANITARY II SEWER EASEMENT DB.5232, PG.243-256 � ■ ■ � ■ ■ 1 I MATCHLINE - SEE THIS SHEET `n I �P I I I H5 I EXISTING 20' SANITARY SEWER EASEMENT DB.5232, PG.243-256 I 0 I= I MH-4 Ugn ~ M � M N w N C) CD O N z Q Cz Q 0� z LL Q J J Q � I —I L.L J 0 0 cic Lu 0 CQ G WCIO w r, w w Ln JOB NO. 182152 SCALE 111 _ 301 SHEET NO. 5 W � w _ _ w � w w W W / PROPOSED 20' PUBLIC J \ \ UTILITY EASEMENT LOT 6 PROPOSED FIRE / \ LOT 'HYDRANT ASSEMBLY 5 � ROPOSED 8" 22.5° BE0 W \ \ O _ / 1 LOT 4 0 ON PROPOSED 8" CL. 52 DI WATERLINE LOT 7 ON 6 O w LOT 8 w a / \ O h � 3 � MON H-23 \ � H -- cn z T l w > i W w \ / \ _ _ MH-24 o z I LOT g ON / / SCOTT R. COLLINS'� C-) No. 35791 ,� o / IONAL E TIE-IN TO EXISTING 12" DI WATERLINE WITH PROPOSED 12"x8" T.S. & V. � W / EXISTING 12" DI WATERLINE / W LOT 42 LOT 41 LOT 40 LOT 39 I LOT 38 LO F 37 L.%.i I ju — LOT 28 - 0 f PROPOSED 20' PUBLIC — N UTILITY EASEMENT � I GRAPHIC SCALE - - - - LOT 29 PROPOSED FIRE 30 0 15 30 60 120 HYDRANTASSEMBLY MATCHLINE - SEE SHEET 5 Ln / ■ ■ ■ ■ PROPOSED WATER ( IN FEET ) o SERVICE LATERAL (TYP.) LOT 30 I inch = 30 ft. / + ..� L J ti cyi z N Q � J O CY) i--i Q > W 106 J J_ Q > Q Lu O z _ _ - e O J _j zLL � J U w \ �_ O 5 O u I Cn J � ~ W W p ® C/) ~ jW Q Q O W - o o m \ u z U Lu o H w Lu JOB NO. 182152 - SCALE ill = 301 MH 8 SHEET NO. 6 =5 3.17 \ YD-3 \ I I + `i r�► LOT 44 rescnTT3R 0PROPOSED YARD DR4% � FFE=561.83 `LOT 48 6�A GAR=561.33 � z�PRIVATE =562.33 a° 0SEMENT GAR=561.83 1 PROPOSED WALL - YD_1 30 o.COLLINS B a o (MAX. HEIGHT=3') 4 / s v LOT 43 I � /� . � � � . ° � � ' S�.N \ � � -- __ � No. 35791 ,� 16 FFE=56o.50- 47 - e. E YARD ` . r-� .. • o /' � GAR- 60.0o I h �. � , \ � 27 I i SYSTEM LOT � ° 5 I I 5 .. ° FFE=561.00 4 � .• + a/o PROPOSED 20' PUBLIC 1zB � y� 5 �- GAR=56o.50 ° ° T DRAINAGE EASEMENT I / YD-22 \ SIGN E� � PROPOSED ao PUBLICS � 54sTw ss3�sB kO0_ � "•,k � �2 �6=542.83 -------- FFE 1 \ DRAINAGE EASEMENT 2.. aj a5 6sw o _ - - - - - - -�14 A s GAR=54o.83 --/ LOT 24 PROPOSED zo' PUBLIC �f \ \ WEDE S R T 13+00 W DRAINAGE EASEMENT ) 1121-50--.r- �- - - .. '. .• - � �� PROPOSED WALL \ / 10 \ FFE-54o.83 0 � m� (MAX. HEIGHT=z') / 24 o - _7 � 14 - W = S 11- 0 --- ° 1, \ GAR 538 83 � `z �° -+ --- - 0 11+50 LOT 25 o° W • .e ° \ Y z1 10 10 5 - - - .. :. . q,: , - 1z 1 � � I w� - "'X LOT 26 �° 11 o� o - FFE- 88 53 3 GAR=536.83 �• 3 \ +. \ \ \_ S 4% 3% 4 Q - _ � \� o PROPOSED WALL110/1 .120/6 ! / 5'� �, \(MAX. HEIGHT=6') - - v o a - ---- FFE=545•a5 s \PROPOSED 1o' PRIVATE _ 1 O 544.75 / \ � I FFE=547•25 FFE=546.58 GAR= `: � 0 11 � I I °�,�� DRAINAGE EASEMENT � FFE- a GAR=546.o8 1 + -1- 1 I PROPOSED PRIVATE YARD U Ca \ =549 5 GAR=546 75 M GAR- 8. LOT 31 r I �o% 535 7 &ROOF DRAIN SYSTEM o I - I FFE= 1 I FFE= a FFE= z. z FFE=550.92 I 54 75 FFE=56o.33 FFE= oo FFE=556.9a GAR=554.4a GAR�55z� z 55 4 33 LOT 32 °� GAR=533.17 YD-20 �_� �� GAR= o. a ° o ------ cn z � FFE=561.0o FFE=561.0o GAR=559.83 GAR=558.5o LOT LOT 11 i � LOT 27 s3a e . ��� �,, --- - �"� � 559 GAR=56o.50 GAR=56o.5o GAR-556.4a I 3(F LOT L T LOT 35 J PROPosED WALL - > LOT . LOT 0 LOT 39 LOT 38 37 O 36 1 5 (MAX. HEIGHT=4') WLu LOT 42 4 4 - h` w i, ,o � • : , - FFE=533.17 � h e GAR=531.17 _ 2 LOT 28 s s � + ;4 � - � _ N_ z 55 i \ .4 r 03 4 ° GAR 531.17 - �---- 52917 - -554TW 553.5 553BW SSiTW 48T 545 W 54� �. - 55a BW 5 o BW �54 BW 54 �544 4� 4o BW� `� � LOT 29 PROPOSED zo' PUBLIC PROPOSED PRIVATEJ MATH -ENE - SEE SHEET 8 530 1 % DRAINAGE EASEMENT YD-1 PROPOSED WALL ROOF DRAIN SYSTEM ■ ■ /� °° �- / FFE=529.83 9 (MAX. HEIGHT=S') . -1 1Oo/ GAR=5a7.83 / PROPOSED io PRIVATE / e e e e e `ere + S� I LOT 3 e ..e �. e e DRAINAGE EASEMENT . . e�e e e ° T O r o eeeee`eeeee�e:e:�:e:e 44 w . _.� e::e. w N 41 P 43 PROPOSED PUBLIC DRAINAGE ...... SWM EASEMENT r e PROPOSED zo' PUBLIC --- DRAINAGE EASEMENT e e e Jet 40��` II.J:. - -- L r SWM - 1 _ 41 38B e e -- PROPOSED VDO S S i -- - - I + �ti e e ` ' Cl . , WITH RIPRAP OUTFALL _. i fv- PROPOSEDDOGHOUSE __off 47 I MANHOLE CONNECTION } �', 52 I \ 48 - _ I \ 42B . e . Szz49 LLP 38A - w I --I o - - Q + 18ui J 1 o RAVE w - �, _ cn - < �iR + TIE INTO EXISTING z4" RCP CULVERT �- W O DRIV \ WITH PROPOSED DOGHOUSE MANHOLE _ Q Ln - _ BE 1403 - - _s - - w STATE a \ U 06 Lu z O LL W w W > _ v v) oC W _ w i / \ I o 00 I GRAPH C SCALE o - _ I \ / / 30 0 1 30 60 120 v \ / `l IN FEET ) I 1 inch = 30 ft. \ \ I 1 / \ 51 I I F- A I 0 w V) JOB NO. - _ _ 182152 \ \ SCALE 0� SHEET O. F 7 w (IUNo. 5791LINS\ a PROPOSED VDOT STD. ES-i w \ \ AL E� \ YD-9 \ \ \ 570- o CULVERTPROPOSED VDOT STD. ES-1 \ \ PROPOSED 1o' PRIVATE \ WITH RIPRAP OUTFALL \ \ DRAINAGE EASEMENT LOT 6 PROPOSED PRIVATE YARD FFE=557.6? GAR= 1.1 & ROOF DRAIN SYSTEM YD-8 FFE = sG w \ \ \ 572.33 - V GAR=571.83 3 71:0 LOT LOT 4 \ 5 FFE=572.33 4% 1L0 \ GAR=571.83 \ // LOT ] -z8 \ UY 0� w o 1 So r\ 6 - _ 8 FFE=57o.17 Z \ \ \ ON O �� 6j� / / \ Q 1 \ GAR=569.67 .o \ \ \ \ a_ U \ ao 69.U 5 _ � w / \ \ o \ LOT 8 \ \ \ \ \ o Ln J �� s• FFE=570.17 \ 6` \ �C\ � � � � w � z YD-7% =5 GAR69.67 \ \ �h \ \ H o \ PROPOSED 1o' PRIVATE - z > YD-17 YD-16 _ DRAINAGE EASEMENT ' \v > 1 \ \ /Lu FFE=569.50 \ YD-15 \ \ W YD-6 / z/o �xnp \ % GAR=569.00 \ 6 564 64 \ / �) PROPOSED PRIVATE YARD / / \ LOT 9 s 3 4 & ROOF DRAIN SYSTEM LOT 3 s \ \ LOT 10 _ 5 \ 64.0 .33 L / \ GAR FFE=57 18 \ Z,3xso � _ FFE=568.83 \ \ 57 3 I \% GAR=568.33 \ YD 14 \ LOT 2 ` LOT 11 X \ LOT 12 FFE=572.33 '° LOT 13 _ GAR=571 83 g / % GAR=568.33 .. 5 So_ A\ FFE-568.83 FFF=rFF R� I LOT 14 LOT 15 I (lT , r, u\ L \ PROPOSED 10' PRIVATE FFE=562.33 �6 _ / o / \ ■ L.L DRAINAGE EASEMENT \ GAR=561.83 PROPOSED WALL "'YD 1 3oB 15'`0° O 7 . J Z \ d LOT 43 (MAX. HEIGHT=3') N \ \ r6° FFE=56o.50 \ I h� \ 1oB ; \ \ 4�.a �� ® J \ PROPOSED PRIVATE YARD rn LOT 47 GAR=56o.00 \ & ROOF DRAIN SYSTEM -�' o \ On 2% PROPOSED 20' PUBLIC I 12B - \ Q FFE=561.00 4 ° � + • T 1� I\ I GAR- 60. o � � T DRAINAGE EASEMENT - �i _ o / YD 22 _ \ \ \ -5 5 v \ PROPOSED 20' PUBLIC eTw - 546T / \ ��' \ FFE= 2.8 \\ \ U I Co \ 1 54 B - 54 3 \ 1 I \ \ 1 \ DRAINAGE EASEMENT 2.: e s�6 BW - - ss3 s - - - - - - - - - - - - - - -�ti4 J, \ GAR=540.83 V 0 0; _�i� A '. + \ � 4 LOT � � z ----LU PROPOSED PUBLIC \ \ 560.0 - , - P 20 WEDE S R T _ _ _ 13+00- - W �' \ DRAINAGE EASEMENT \ - Q 12+50- o e V R • - y� PROPOSED WALL O \ _ PU$L -- / FFE=54o.83 v _ \ � 2 I -.r - - - - 1z+oo -( �+ -- - � � 1� A � :. °.. �. � " o. 1O � �'�� (MAX. HEIGHT-2) � � Q 4 o -_\ 14 W =3 3 �11+00 --- - --- - -W o 9% GAR 5 8 8 \ --- ----- +� \ 5 LOT 25 \ 1-- o W 11+5p 1uj \ \ \ O W -� - 1p+0 10+50 W . . "•.•• w'. a; •• ' 1 � ;�° � �\ \ W ;� \ . .. .: . o. o .o o v 26 YD 21 uJ \ 4 0 \2\ / FFE=538.83 O \ / \ i GAR=536.837 83 S 14/0 4% 3/0 ��� � PROPOSED WALL � I..L MAX. HEIGHT=6' Q W \ \ FFE=545.25 1 ,PROPOSED 1o' PRIVATE 0 1 r'p 6' FFE=547.25 FFE=546.58 GAR=544.75 �� � DRAINAGE EASEMENT E \ \ FFE= 2 GAR=546.o8 11 + , I PROPOSED PRIVATE YARD LL I 549. 5 GAR=546.75 � Q \ _ LOT 1 N 0 I W AR- 1 _ _ G 8 3 0% &ROOF DRAIN SYSTEM I � 54 75 _ - FFE- .1 _ FFE o. 2 55 9 535 7 ff nn _ FFE- 2. 2 - V FFE 2 55 9 554 9 I - - I r \ I e• . \ \ FFE= 60. I I FFE= 6. 2 GAR 2 GAR= 2. 2 GAR-55o•42 I LOT 2 T GAR-53317 YD 20 \� o 5 33 FFE=559.00 55 9 554�4 55 4 LOT 33 � O 3 I �, o FFE= 61.0o FFE= 61.00 � �' � \ a' 5 5 GAR=559.83 GAR=558.5o I GAR=556.42 LOT I LOT 34 PROPOSED WALL LOT 2] s34.o \ N GAR=56o.5o GAR=56o.50 \ LOT I LOT 8 LOT 37 LOT 36 35 _ (MAX. HEIGHT=4') LOT 2 LOT 41 LOT 40 39 3 \ \ 4 FFE=533.17 �• - v \ \ 5 GAR=531.17 2 _ - o L OT 28 e F- -- - 0 4A \ -- - - - - � z w H � o ^ w \ \ \ \ \ 5.5 �j 4 - 4g 4 0 / 9 0 _ FFE=531.17 6' z / a z \ W n T GAR=529.17 `L 0- (n ��Aib\tiL� -554TW 553.5 5536W 55iTW 46T 545TW 542 _ � L T \ ' JOB NO. _ \ _ Ssa BW 5 o BW -54 BW 54 -544 54z B 540*BW7 \ 'I 29 182152 \ 30 0 5 30 60 120 \ \ I Imo// PROPOSED 20' PUBLIC \\ / PROPOSED PRIVATE -MATC H L I N E - E E SHEET ] _530 \ {. / �' DRAINAGE EASEMENT I - SCALE \ / \ ROOF DRAIN SYSTEM ■ ■ ■ / 1 �/ FFE=529.83 YD-19 ill _ 30 \ A ( IN FEET ) PROPOSED WALL / o �f \ o GAR=527.83 1 inch = 30 ft. (MAX. HEIGHT=S) PROPOSED 1o' PRIVATE 24 10/ 3 \ I s� SHEEN NO. \ V \ DRAINAGE EASEMENT H LOT o \ s� v i GENERAL CONSTRUCTION NOTES FOR STREETS NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 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 L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR BASE MATERIALS. APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE Q () FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT INSPECTION. CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE STANDARD PE-1. ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL MAINTENANCE. BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND RWSA GENERAL WATER & SANITARY SEWER NOTES (APRIL 2016) MANUAL. 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. SAFE AND CONVENIENT ACCESS. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. DETERMINED BY VDOT FOR PUBLIC ROADS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. PRIOR TO THE START OF CONSTRUCTION. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION ROAD NOTES FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE GRADING: EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF THIS PROJECT. OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ENGINEER. ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. OF THE SUBGRADE. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA DRAINAGE: EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF 9• NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN ONE (1) FOOT. PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA FIELD CONDITIONS INDICATE. SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED DIAMETER OF FIFTEEN 15 INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF ( ) BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PAVEMENT: PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TREATED, CHLORINATED, FLUSHED AND HAVE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. FACILITIES INTO SERVICE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. ETC. ALBEMARLE COUNTY 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 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 (Iiiii 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 3.• 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH 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 CONSTRUC77ON INDUSTRY (29 CFR PART 1926). 5' WIDE CONCRETE SIDEWALK 3•/ EXIST. GROUND 27. 6' PLANTING 4" VDOT 21A STRIP 4' VDOT STONE BASE 21A EXIST. GROUND STONE BASE 0.5 5 6 25 - CG-6 CURB & GUTTER 2% - 10 - (TRAVEL LANE) I 24' F/C-F/C POINT OF CG-6 FINISHED GRADE CURB & GUTTER SURFACE 2% SUBBASE 10' (TRAVEL LANE) 4" 5' WIDE CONCRETE SIDEWALK 3;1 27. EXIST. GROUND 3•� 6' PLANTING STRIP 4" VDOT 21A STONE BASE EXIST. GROUND 6 5 TYPIC�IL N�'IGHBORHOOl� STREET SECTION I - - ' R/�YJ EMPIRE STREET AND MARSAC STREET (ALL PUBLIC ROADS) GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH CIL CC-6 4" CONCRETE CURB & GUTTER SIDEWALK EXIST. GROUND 27. 21w. 3:1 y ---- 6' PLANTING 4" VDOT 21A STRIP 4" STONE BASE 21A BASE STONE EXIST. GROUND 5 6 BASE 25 10' Q5 (TRAVEL LANE) POINT OF FINISHED GRADE / SURFACE - 10 - (TRAVEL LANE) 54' R/W TYPIC19L MZ10HBORHOOD STREET SA'CTION (54 ' R/4Y) STYEDE STREET (PUBLIC ROAD) GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED. 25 MPX PARZING ON ONE SIDE ONLY 2% CC-6 CURB & GUTTER 4' SUBBASE 6' (PARKING LANE) 4" CONCRETE SIDEWALK 2% 6' PLANTING STRIP 4" VDOT 21A STONE BASE 6 5 0.5 EXIST. GROUND EXIST. GROUND _ fr r r " ------ - TRIP GENERATION % SCALE: 1"=80' -' i Pavement Design RF= 1.0 Location ADT HCV Design CBR SSV Dr Surface h ADT Empire Street (Public Road) 500 2 520 4 4 12.48 SM-9.5 1.5 Swede Street (Public Road) 200 2 220 4 4 9.49 SM-9.5 1.5 Marsac Street (Public Road) 200 2 220 4 4 i9.49 �SM-9.5 1.5 TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 52 SINGLE FAMILY ATTACHED UNITS - CODE 23.0 ADT: 493. VPD (245.5 ENTER/ 245.5 EXIT) AM PEAK: 38 VPH (Zo ENTER/ 28 EXIT) PM PEAK: 53. VPH (32 ENTER/ 3.9 EXIT) 1 j " SM-9.5A SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 6" COMPACTED AGGREGATE BASE COURSE, VDOT #21 AOR #21B ULTIMATE DEPENDING TRAFFIC LIMITS AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE CC-9B WIDTH OF Ci ENTRANCE z LIMITS OF PED. ACCESS ROUTE ® o LIMITS OF PED. ACCESS ROUTE BE �z WIDTH OF ENTRANCE UNPAVED SPACE NON-TRAVERSABLESLOPE -' UNPAVED SPACE EXISTING OR PROPOSED EXPANSION JOINT - SIDEWALK OR SIDEWALK SPACE 0 WIDTH OF ENTRANCE Q L 2'- 0" J ? EXPANSION JOINT w LIMITS OF PED. CCESS ROUTE M b NON -TRAVERSABLE •' LIMITS OF RED. ACCESS ROUTE E w IApE L w W 01 CURB INCLUDED IN w PEDESTRIAN ACCESS ROUTE DETAIL WITH & 'P p ENTRANCE GUTTER \ F WITHOUT UNPAVED SPACE Q Q as r w �' Q Z w w 0 ADDITIONAL RIGHT-OF-WAY IS REWIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND FLOW LINE z EXISTING OR PROPOSED VDOT RIGHT -OF WAY. I I w0 • c. • �. . e. _ ENTRANCE WIDTH EXPANSION JOINT DESIRABLE MINIMUM 16' • �. . p, • b. o ABSOLUTE MINIMUM 12' ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS 3 UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT , PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A qo 000�o o� FACILITY THAT CAN BE APPROACHED, ENTERED AND EDGE OF PAVEMENT USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT IV TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F C HALF PLAN IF PEDESTRIAN ACCESS ROUTES ® ARE BEING 2'_0" PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2/. CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD .'�_ . p, • p PARABOLIC CG-3 OR CG-7, THE CURB FACE ON THIS UNPAVED SIDEWALK CURVE STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. o o 0 SPACE NORMAL GUTTER ® ___--- - ® * SECTION E-E • p,^ p, • a. • e. • a. . p' • p. • p. . p. •�•�•bo oQo4q� * *O% TO 10% CHANGE o qao 040 oo4?e�g4a • � � CLASS A3 (H.ESJ CONC. I 6" AGGR. BASE TYPE 2 SIZE 21B p. 12% MAX. SLOPE I 5'-0" POINT OF GRADE CHANGE �. ' �• . p, FOR CURB AND GUTTER ONLY •1I(. . n, • �. • e. FOR SIDEWALK CURB AND GUTTER z : 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY o: 000 z z * SECTION C-C 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND B % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D SPECIF ICAT ON '�V DOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 a Base b 2.25 BM-25 3 2.25 BM-25 3 2.25 BM-25 3 a Sub -base h a Dp 2.25 21A 6 0.6 13.73 2.25 21A 6 0.6 13.73 2.25 21A 6 0.6 113.73 6„ MIN. TOP OF CURB R 6" A A 13" a ate. OR 78 STANDARD CG-6 STONE#57BA E6U UNDER CURB CURB I GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WIDTH) 4" CONC. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 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� *NSTREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS SHOWN ON PLANS) o C AS MAINLINE ROADWAY (SEE NOTE 3) vI I 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 B 0 SIDEWALK USED WITH THIS STANDARD. SIDEWALK (SEE w - NOTE 5) I OPTIONAL UNPAVED SPACE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE _- FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION -� - -�� +--- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION 2 EXPANSION OMITTED IN THE ENTRANCE.) JOINT I JOINT 4 4. RADIAL CURB OR COMBINATION CURB AND GUTTER _ _ SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-D" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL ��a+ 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 RADIISHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR 8 % MAX. D OPTIONAL FLOW LINE GRADE CHANGE ® _ _ - D 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - - - - - - - - - - NOTE 7) THE ENTRANCE. 8% MAX. ® 0 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 8. WHEN CC-11IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A DESIGN OF THE VDOT ROAD MANUA_ STOPPING SIGHT DISTANCE AND K VALUEREQUIREMENTSG 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 2" B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES • a. �n 1 .i - -� CLASS A3 (H.E.S.) . s. • e. • n. • c. • n. • e• CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD -<3 % 6 % LOW LESS THAN 500 VPD _<6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS IFICATION VDOT ERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07.,15 203.04 VTHioT of t SCOTT R. COLLINS'� No. 35791 ,� N L A rn LU a 0 N W N rn CN WQ Zw J_ > U) z LU w J� w (D 0 C:) N W Q J_ I� Q I w ,max O V) 0 w I- ce 0 w z 0 LL LU co I- '-' w CL V) JOB NO. 182152 SCALE ill = 8o' SHEET NO. 9 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT } 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SERVICE LATERAL i1 Z SECTION IN LINE WYE-TEE PLAN VARIES F_ SEWER SERVICE LATERAL. CONNECTION N.T.S. FIG. S-2 TD-33 VDOT CLASS 1 RIPRAP Al 5• � VDOT NO 1 STONE BEDDING PIPE O.D. 12" SECTION A -A CONCRETE ENCASEMENT NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE 1 EXCEPT WHERE SLOPE OF AMAX BANK EXCEEDS 1 TO 1 1 A f MIN. UNDISTURBED MATERIAL A ELEVATION NOTES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMSED, 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 WITH 18" OF VDOT CLASS 1 RIPRAP SEWER TYPICAL STREAM CROSSING N.T,S FIG. S-7 TD-38 1" COMPRESSION K 3/4" MALE PIPE COUPLING OR APPROVED EQUAL O i" TYPE "N" SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1"A'Al TEE D NOTE NO SWEA7E0 DT7NIG5 (D I� DUAL SERVICE 2, R I" WMPRL55ON X 3/4" MALE PPE COUPLING OR APPROVED EQUAL Y TYPE K" SOFT COPPM O FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 0 SADDLES SHALL BE USED ON PVC PIPE. CAST IRON LID FBYSMm GRADE I I !2'-15'ti COPFERSETIER 1/8 BEND COUPLNJG� METER CORPORATION STOP AT,'iitL; _:,ti1t,,�",,,•,, NDCESSARY BAND OR OAST UNDER 80% AND 9E77ER s,,..... ;N)y-f`..'- iTd+ Ivey: "-. 4• DIAMETER ❑ r,i4T: ;, RAIN PIPE, 12" 4:•:✓,a} (2^INCH MINIMUM THICKNESS) fc }1 -y TM;A.,ryq„4.� LONC STONE POCKET, VDGF � N)eti){�•.: SAEG Q. N0. 57 AGGREGATE R"ta TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION INSTABLE 8„ 4 MI INITIAL BACKFILL 4'MI B" 6" SOIL --_MIN. MIN. MIN MIN #68 STONE ==GRANULAR FILL AS k=' APPROVED BY ACSA ;.. ^-f:, L I bcl STABLE SOIL oR Rac� NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI 9 MIN INTIAL BACKFILL' EMBEDMENT (6" LIFTS) Id * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER NO. 68 STONE HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -Of -WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 1 WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE NSTALLATION IN TRENCH NTS NTS FIG, S-3 FIG. W-6A T TO-10 D-34 IL'YEi�iiiET1J \.i,�... SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU,YD. (FEET) CU,YD. BEND L I H I T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2,00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 1 0.10 90 3.86 3.16 3.21 0.48 81, 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.97 2.66 0.32 11 1/4 1.66 2.16 2,67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS NTS FIG. W-3 N COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD " WATER MAIN Ts �Y IL 3 VALVE -/ 24"MIN UNDISTURBED EARTH PLAN `CLASS A-3 CONCRETE 18" MIN 78" ELEVATION UNDISTURBED EAR71 =ON 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 OURING CONSTRUCTION, THE COLLAR DrIAENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 42"MiN ;',•: 6" GATE • VALVE J TEE 2500 P,S1 CONCRETE A. BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FIT7TNGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 T/2' MIN- COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DiTCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FiRE HYDRANT AND VALVE BOX, 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL FRAME & COVER N•7 S, FIG. W-4 TD-8 PLACE 5' GALVANIZED " WITNESS " POST WITH 111 0� CAPPED ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT �� TO HIGHWAY DEPARTMENT APPROVAL. O FINISHED GRADE SCOTT R. COLLINS'� No. 35'791 � II ADJUSTALVB�XTRAFFIC RATED ��SSIQIVALVALV II Z u N M.J. GATE VALVE WATER LINE 'dA b i 2500 P.S.I. CONCRETE P 2'x 2' BEARING AREA. THRUST BLOCK J O d G 4 4 a ~ a b O NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. w p (/I J Q ~ TYPICAL GATE VALVE o z NTS > w ~ FIG. W-5 ui � TD-9 VARIES {SEE FIG. S-I-D,E) H VALVE BOX 4" DIAMETER BRANCH STREET SURFACE OR AND VALVE � NON -PAVED AREA WATER M PVC SLEEVE THRUST BLOCK VALVE M.J. FITTING SLOPED AREA M.J. PLUG '•;••I••-';r ti i •u^ VARIES 'tr 1'-O" MAX 3000 PSI CONIC. BASE ,:• A 2' 0" BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN RESTRAINED JOINT FITTINGS RUBBER COATED STEEL 3'-0" MIN 4 ` STEPS CAST IN PLACE PRECAST REINFORCED PRECAST �� A_ a � � ON --LINE CONCRETE SECTIONS 12" MIN "0" RING SEALS q 16" MAX _ 1 BRANCH „ ), (TYPE B ) MINIMUM ELEVATION 12 I �- DIFFERENCE ACROSS M.H. 5' 4' -D" 4 FROM INLET TO OUTLET VARIES THREADED COUPLING SHALL BE 0.20 FEET. CONCRETE VARIES BRASS NIPPLE AND PVC DEPTH •CF FLOW FILLETS CHANNEL TO BE o CAP j LUBRICATE ALL THREADS 3/4 DIAMETER OF -- CONTRIBUTINGto - -- :a METER BOX (SEE FIG. W-7) SEWER. + a a. 12" A FILLETED INVERTTOR A SMOOT A� a NOTE: TRANSITION of FLOW BETWEEN FLEXIBLE CONNECTION No. 57 STONE INLET do OUTLET PIPE SHALL 13E WITH STAINLESS STEEL ALL CONNECTIONS TO PROVIDED, MIN. 6" BEDDING BAND EXISTING MANHOLES SHALL 2" PIPE SLOPED NOTE W/ N0. 68 STONE Lu BE CORED AND A FLEXIBLE TO DRAIN IF - GRADE ALLOWS 1. BEDD[NO THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION BOOT " INSTALLED - 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, o VARIES VARIES 2" THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE WATER MAIN AND VALVE 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED ARE SAME SIZE PLUG INSIDE AND OUT. \� I TYPICAL PICAL MANHOLE I MANHOLE PLAN DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN (TYPE "A") SHOWING BRANCH TiE-IN TYPICAL BLOW -OFF ASSEMBLY N.T•S NTS FIG, S-I-A FiG. S-1-8 NTS TD-13 FIG. W-8 1Q_25 TD-1e TD-27 UD-a CO-1 CG-98 CUT TpP pF LUi 1 (�� �) `. ENTRANCE -'�4'EMLY- PAT LINT$ F 1TJtltlASE WTLEi PIPE '[ � WJ 9EGFJ WITH FlLL USCRADE DITCH L� ELBOW OEOTENTILE DRNNAOE F"IC UNCUWPYN SHALL EE CENTERED UNDER CURB M10 CUTTER (OVf1EAP T U' AT TM PAVED SHOULDER GEOTEITILE DRAWACE FABRIC '-M PAV Ni PAVEMENT IWEMW r•G" A7 TOP) COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION TRAVEL LWES i'4s 1 MA.TERIAI _:':':'-• - ��: .••:: PhVEIENT �. [W11H TTPE ISELECr MATr_M&J u"STABUaD •-•: .- ��y a5• F ET IFE MA SLBGRMC OUTL��k� � �-•- '•,•-• CC.0 CF PAVCI.CNi �.c / PRY LYTS FOR SEE NOTE 1 WTLET IRPE TRENCH PLACEMENT \ Ol1TLE-T PIPE 10 FST AGATE OR U SEE WOOD CLAS. MEE OR CRUSTED SEE NOTE 1 SHOIA F.FP IHF Ei00WWIIH a5• GLASS MEETING LB 1157 NY31EGAlF, ke 4" PIPE _ - TOE OF FLL � PAVEMENT SURF ACi L BASE MaIP&E GRADATION RECUPEIENT. A* X01E OR CRUSHED •' o 5UB5PSE OF " / (EDGE OF PAVED SHOIADERI CLASS WETLW vLB c• o 0 0 0 0 0 `,'/� GRAIDA710M NEOIXR WWI. -o-o- onon n o o gELECT MATERIAL TYPEIO H fiYPIDAL1 PAVED SHOULDER SECTION CURB AND GUTTER SECTION n�ni r o�51 PG6REGAT€. 5 AGLF EGATE CR GP SHED }_ '....' LLA55 AEETNC FS GPADATKN PEgUIREMlllTSPLAN VIEW F.G.. .TEXTLE D.-. F.1 (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR RIVE SURFACE H BASE r- 5U)845E OR LEAEXT STMIu2ED SUBBASE UD i NOTES: {1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICALMETER BOXES (5/S"-l" METERS) NTS FIG. W--7 LIMITS OF PED. ACCESS RWTE ® p LIMITS OF PED. ACCESS ROUTE ON UNPAVED SPACE NON -TRAVERSABLE -' UNPAVED SPACE I TH F ENTRANCE - y, z LMI75 OF PED. LINT$ OF RED. CESS ROUTE ® NON -TRAVERSABLE � ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADOITIGNAL RIGHT-OF-WAY IS RE RED F THE LIMTS OF PEMSTRMN ACCESS ROUTE EXTEND BEYOND EXISTING OR PROPOSED VDOT RI T-OF WAY. I I ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ' �' ' e• • E. UNOBSTRUCTED, STABLE, FIRM PTD SLIP RESISTANT o " Eto:•e4o4 PATH CONNECTING ALL ACCESSIBLE ELEMENT$ OF A FACILITY THAT CAN BE APPROACHED. ENTERED AND e: e USED BY PEDESTRIANS.F ACCESS ROUTE IS ADJACENT TO BACK OF CURB, NNIMUM WOTH SHOULD BE 1'. SECTION F-F SELECT MATERIAL TYPE X OR gUBC .E UP TO ELBOW- IF 10 ELBOW 1'"0 0�0" o'T'o �o Yo"o [CEMENT OR LIRE STABL12EGI HALF PLAN C" XI IF PEDESTRIAN ACCESS ROUTES ARE BEING 2•_D• PIPE IS PEI{¢ORAIE6 A5' ELBOW PPE I$ PERFOkdTEP Y ••. PROVIDE D,A MINIMUM A' TRAVERS LE WIDTH 4DNMEDTIOn L57 AGGREGATE, KB AGOREGATE OR CRUSHED R RECURE0 WITH A MAX. 2X CROSS SLOPE. GEOTE%ELF GLASS MEETING #5 GRADATION REGIIREMERTS. PPE-Rss ACGNEGA1s DRALNACE GENERAL NOTES •s• PRINPRY DIRECTION TIENLH WITH FNIRIC +•I 1•,U I"r '°• OF WATER ROW DRAW F11X3C '�• I. UNLESS SPGMOALLY INDCATEO. COMBNAipk -WR ORNN WI.. (`T 9F LOCAMD AT T PGIW WHEN SOM SIB E AND SLBGP.AEE PRE STABILi2iD. WHEN USED IN CONJUNCTION WITH STANDARD • p, • p FK'SN PERFORATED PARABOLIC CG-3 OR CG-7, THE CURB FACE ON THIS OUTLET PFE ITYPIGAi 2. TRENCH SNPLL BE FILLED WITH AGGREGATE MID THROU ILY HARD rAy () TO L UNI SIDEWALK uRVE STANOMD 6 TO BE ADJUSTED TO MATCH THE •o INSURE COMPACTHE55. PR. MWNTABLE CUB CONFIGURATION. oo beo4o o: e H5• oio COTREUIGW NON -PERFORATED OUTLET PIPE 3. IX)TLET PPE SHALL BEGIN AT 1HE EDGE OF iNI: TRAVEL LANE PAVEMENT MA /. gNWA BE PLACED ON A GRADE PARALLEL i0 T)E SHIX.LCER POPE 2 %MIN. :3 % NORMAL GUTTER m -- a5• WYE ® ----------- - X SECTION E-E GONNELTION OESIRMLEI GRADE. . E• • E- • p. e. �. X X PAY LMITS CRJSA14G S-RE�GT-( 4. CN CLWB MD GUTTER SECTIONS, WHERE IT IS MEMxwR, E TO OTHERWISE PROV M • P-, - % • s• • �• WOX TO 10X CHANGE FOR DUTLET TYPE OF PPC WTI_M FOR UNCERDRNI4, TIEY IAE TO BE LOCArM SO AS TO CRAM aNTD DROP - 4"•� b4.o.4ese 1'•O' HAD[ PPE TO W7 e- bo,4 4 4o. b. BEGIN WITH NOV OAAIE-ER 'n'. i. �E' ";:N I:IPu INLETS CR MATHCLES. •'bP •eb 44A?e`e4o 4^bg4 V'e o• CLASS A3 (H.E.5.I CONIC. 45' ELBOW SNAOC iH WALL PVC g. ON 5UPERELEVATFO SELiWE6 iRENd1 5 TO BE UNDER EXPIRE PAVEMENT ARLA •" B" ACAXR. BASE TYPE I 512E 218 4. EW-T2 GVOOTH WkL PC 7r• -sl XXX 70 'SI %3fk W[TH OUTLET PPE ON LOW SIDE CNLY. 5'-0" ftYPIGNi ® PORT OF GRADE CHANGE -s.'°- 5. INVERT ELEVATION AT OUTLET EN[) OF WTLET WE TO BE A I~IM OF V-W ABOVE 12X MAX. SLOPE 5'-0" •s• NVERi ELEVATION DF MCDVING DRAINAGE DIM OR STRUCTLPE. OUTLET PIPE •," FOR CURB AND GUTTER ONLY 7. n T ., W 74N PAY T T T PIP T I: tlH5 ELBOWS. wrEs. E L Un S FM W LE E ARE p X 12 X MA%IMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS NO SCALE i['AA-L rHltl[r{;',ti ...... !v�Hli lF :: T IF SAK CRUSHI"G STRENGTH AS THE WTLET PPE. FOR SIDEWALK.CURB AND GUTTER o XXJ(TCS-ED M-ORD14G TC A;TM D 2112 AT SXDEFLECTNXR. BUILT CONCURRENTLY H E "' = TC 5E gEC.IS:_T CONNEGTED TO EW-12M DTHER DRNKA _ X X X 3 % MAXIM)M DECREASE IN SLOPE FOR FIRST %)'INTERVALAND "' I` SECTION C-C B X MA%IMUM DECREASE FOR SUCCEEDING NNIMUM 10' INTERVALS SECTION D-D STANDARD PAVEMENT EDGEDRAIN � +_ ' SREGIFICA-IGN SRECIFICATiFERENCON �VDOT ROAD AYC BRIDGE STMDAROS STANDARD COMBINATION UNC]ERDRWN REFERENCE REFERENCE STANDARD ENTRANCE GUTTER "0 (AT LOWER END OF CUTS] ROAD AID BRIDGE BEET I OS SHEET 1 OF 2 RFYISION PATE 5�01 PEv A+07 5C 502 REVISION DATE SHEET 1 OF t Ic..P.-DIA YRpI•A DEPARTMENT Or TRANSPGRTATNJN 79i 10&OA V A DEPARTMENT OF TRAJEPORTMIDIN 7C VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 20302 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. cc-11 A COMERC NOTE: WREN A PACCESS ROUTE CROSSES A COMERCENTRANCE THE CRO55 SLOPE SHALL BE 2X FOR V O D r ,� � Y O o 11 D 27 1/2" CIA [699mm] - I L l 26 1/4" DIA - �- [667mm] M =[11- C i 28 7/16" DIA - [722mm] T 36" DIA _ �J [914mm] FRAME SECTION (4) 1" (25mm) DIA HCLES ON 32 314" (634mm) DIA BOLT CI�LZZCLE. 2" (51mm) LETTERS (RECESSED FLUSH) 1" [25mm] CLOSED PI Y PICKHOLES r [38mm] I S E W (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 1 1/2" [3Bmm] 7" T178mm] 26" DIA 1 1/2- E GASKET [38mm] 1/4" (6mm DIA 3 1/8" NEOPRENE GASKET [79mm] f I [16mm] 23" DIA [584mm] 25" DIA [635mm] O.D, OF GASKET GROOVE SECTION x A WIDTH OF 5 FEET. W A (4) 1' (XSmV DM HOLES -STREET APPROACH SAME SURFACING GENERAL NOTES oN 32 a" (NuamN,) DW 27 1/2' DIA 38mm (RADIUS TO BE AS AS MAINLINE ROADWAY (SEE NOTE 31 E ) SHOWN ON PLANS) ,SJi 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 BOLT CI LE• [S99mrn] (RADIUS TO BE AS OR CGj7 THE CURB FACE ON THIS STANDARD IS TO 26 1%4• DBV 7• SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB I•- [ [776011R� CG-2 OR CG-6 �` CONFGURATION. I 667mm] 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE --- B 0 SIDEWALK USED WrtH THIS STANDARD.' 24" DUAL SIDEWALK r I (SEE NOTE 5) rc I OPTIONAL UNPAVED SPACE _ FLOW LINE 3. MAINLINE PAVEMENT SHAM BE CONSTRUCTED TO THE R,Q LINE (EXCEPT ME AVEWNT STABILIZATION 7/16" DIA EXPNiB10N ---- R t-----� EXPANSION W TTED IN ED LITHE ENNTRANCE,)EAENi WHICH CAN ff 281722MMj [ 6MM] JOINT Ih I JOINT 4. RADW. ND CURB OR COMBINATION CURB AGUTTER 36' Dk o 26, SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WDTIR "B" 2' .0" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. a E914mm] [66OMM SHOWN ON TYPICAL SECTION. A_j FRAME SECTION 13/i6" [38mm] PLAN VIEW ENTRANCE NOTES [2omm] S. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE Z• (51mm) LETTER$ TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK (REq�GED PL7T-Hj) MAINLINE ROADWAY SLOPE TRAFFIC THE DEPTH FOR SIDEWALK Y CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN fHE LIMITS OF THE RADISHOULD BE 1' INCREASED TO 7".(SEE CC-13) L25mmI A�L I A (T 1 7/63 [713mmj� EDGE OF PAVEMENT OR GRADE CHANCE _ _ D 8. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW 79mm / OPTIONAL FLOW LI1E ® - - 0 (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS i' 3 13/16' >D 22 73 36" MAWNE ROADWAY - - - - - - - - - - - - NOTE 7) TINE ENTRANCE. 2 1/6' [97mm] [57Bmm] 8X MAX, ® D 7. THE DESIRABLE AND MAXINUA ENTRANCE GRADE CHANGES IS4mm 25" GRADE CAPRICE "D' ME LISTED IN THE ALLOWABLE ENTRANCE GRADE 1 3/8" [635mm] D TABLE. THESE VALUES ME NOT APPLICABLE TO STREET CONNECTIONS. • 11/16" [35mm] g/Tg' OZ, OF GKT GROOVE s'MI zo•uINEA1M FDR [17mm] 14mm SECTION VIEW COMMERCIAL ENTRANCE INTERSECTION NOTES [ ] 1/4" 11E DIA DAM C, NEOPRENE GASKET 8. WHEN CC -II IS USED FOR STREET CONNECTIONS. THE Sum ASFIIBLY 0 CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH PETAL (2) WSHR 1/15 X 5/8 X 1 1/2 AASHTO POLICY AND THE APPLICABLE REOUIREMENTS RUBBER PART# ....11- OF THE VDOT ROAD DESIGN MMUAL, INCLUDING STOPPING p CORED 1800 SECTION A A SIGHT DISTANCE AND K VALUE REOUREMENTS. W `� (� 1 S/B" (7J BLT HEX 5/8-T1%3 1/2 55 PNGI,awls [6mm 2400" E41mm PART# 00901250 9. OPTIONAL FLOWLIIE MAY REWIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE E6mm I/2 .53 DW STAINLESS STEEL ROD (2) W5F¢t 5/B ID 1.50 OD 55 B ACROSS THE INTERSECTION. PLAN VIEW 1 1/8" (29mm) DIA BOSS [13mm PART# abs51518 ALLOWABLE ENTRANCE GRADE CHANGES P]CKBAR&LOCKLUGHOLE DETAIL NO C 2) NUT 10( 5/8-11 ZN NYLX 1"T - PART# U0981284 CLASS AT` - 1, ALL MANHOLES IMTHIN 7DO YEAR FLDODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATUMGHT FRAME COVER, (2} NUT HX JAM S/8-11 2N CH.E.S.) - - Y, ALTERNATIVE DE. FOR WATERTIGHT COVERS WILL UL CONSIDERED. PART# DOBB12213 CONCRETE "•°'°' " 3. COMERS SHALL BE FIXED TO FRAMES WITH LOCIONG LUGS OR SINILIAR ASSEMBLY. (2 SECTION c c TYPICAL WATERTIGHT (SHURT)SPART# 00193565 NOTE: ALLOWABLE ENTRMCE GRADE TMLE IS NOT MANHOLE FRAME & COVER LOCK LUG ASSEMBLY APPLICABLE TO STREET CONNECTIONS SPECIFICATION xVC1<TT N.T.S FIG S-I-E REFERENCE METHOD OF TREATMENT ROAD ANl BRIDGE STMOMOS sot (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 2ai 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. TYPE OF PIPE CRUSHING STRENGTH .T 4" NM OIMETER "ROM. OIANETER SMTH WALL PVC .103 13AM SMOOTHOOWALL PE 70 P51 Ifi1M 70 P51 if1E1f ENTRANCE VpLVME GRADE CHANGE "D" DESIRABLE MMIMUN HGH MORE THAN I500 VPD D X 3 X MEDIUM 500-1500 VPD 5 3 X B X LOW LESS THAN SOD VPD 5 6 X 8 X TD-32 0 N W CD N p o r C`7 ® c z N fy I co b0) �--� N J N i- I w Q / ZD W 06 J Q J � Q J_ w O Q J W O Q Q z_ co L- V W W O O z O W w Z w > O V ) Jw J W - N W W W a In JOB NO. 182152 SCALE N/A SHEET NO. 10 POSED PVI STA: 1+49.00 PVI ELEV: 558.58 K: 1-,. 28 LVC: 5.00 PVI TA:14+64.74 565 °, � PVI ELEV: 543.34 565 �i m �o u, : 1 + 74 K: 2.50 r + � °+° n PVI ELEV: 545. 4 VC: io.00 PVI STA: i6+o7.24 � w u � � w u K: 26.09 LOW P . STA: 1 +6 4 4.74 PVI ELEV: 546.i9 m u w LVC: i37.5o LOW T ELEV: 543.39 K: 6.00 560 "' rn � LVC: 08.00 560 110 L�f1 � L�l1 � l0 � N � N Vl ri W eMI t W 111 + 111 c•I �p vi j Ji '•I j � W v chi W � u L!1 w GRADE (TYP.) + � L�l1 w m > w V �p � V j U U ILL Y 00 w m w m [EXISTING w 555 PVI STA: 1 + m w 555 TYPE A PVI ELEV: 54 •34 ASSEMBLY � K: 2.50 FIRE HYDRANT 14 OW PT. STA: 144 34 74 / WITH 8"x6" TEE PROPOSED GRADE (TYP.) LOW PT ELEV: 43.39 55 55 ° PROPOSED 8" SANITARY SEWER CROSSING N � M PROPOSED 8"x8"TEE + + .. & (2) - 8" G.V. w u UTURE ROAD GRADE � m 545 m � 2 00% 545 "2•00°/ END PROPOSED ROAD CONSTRUCTION AT PROPOSED 8" CL. 2 DI WATERLINE 5 ° STA. 15+68 &TIE -INTO EXISTING GRADE �.3� 2.00% -2.00% 54o PROPOSED TYPE A 540 -BLOW-OFF ASSEMBLY 12A .2' 1oA 1.5 PROPOSED 8" CL. 52 DI WATERLINE 4.1� 27 PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6"TEE I& PROPOSED 8" SANITARY 535 PROPOSED 8"x8" CROSS (3) - 8" G.V. SEWER CROSSING 535 l0 o N O m O � ao M � � O O � N 00 � N N m N 00 oo M � M L!1 O M L('1 l0 � O � � � lfl .t Ol O rn O ci m � al L!1 1p O 1p M l!1 V1 Ql � I� � ^ � M O L!1 M L!1 M ul ^ l0 L!1 rj n L!1 Lf1 � � l!1 lD � L!1 Lf1 �,.� L!'1 l!1 �,.� Lf1 LIl � l!1 L!1 � Vl � �,.� L!1 � � V1 � L!1 � L(1 � � L!1 � � Vl � � V1 L!1 � L(1 Lf1 � NTH oF� o� ��'� PVI SCOTT R. COLLINS'� U No. 35791 ��o��ss ���� It ul m u m ZONAL E� It PRO BLOW -OFF PROPOSED ASSEMBLY jn uij Z z [) QQ O ~ r a m w c=n p J 1=4 0 > z Ww 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 PVI STA: 16+o9.5o SWEDE STREET 570 PVI ELEV: 561.6o 570 Cl N W O N Q M p O r\I OLn PVI STA: 12+00.00 PVI ELEV: 566.12 K: 12.26 575 LVC: 50.00 575 7 ti C'7 d7 zL�i Lf - Cq C Jrn N J (, LL Q w C6 J 0 PROPOSED i Q (,%) &( w 0 w n- J_ ul LL ® O Q 0 Q H LL 0 III v 1 Q O 06 ko 0 D 0 Cn J 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 u I W MARSAC STREET Zw�y > LPL 0 TIE-IN STA. LL w G NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN g w VERTICAL GRAPHIC SCALE INCHES IN THICKNESS BEFORE COMPACTION OVER __ m 5 0 2.5 5 10 20 THE ENTIRE ROADBED AREA IN ACCORDANCE WITH p VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 N ( IN FEET) NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN 1 inch = 5 ft. AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER w HORIZONTAL GRAPHIC SCALE RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND O w BRIDGE SPECIFICATIONS, SECTION 302.o3G. a N 50 0 25 50 100 200 JOB NO. NOTES: 182152 ( IN FEET ) 1. ALL FILL TO BE PLACED AT 95% COMPACTION. SCALE 1 inch - 50 ft. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L 111 = 50i 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 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SHEET NO. EMPIRE STREET SANITARY SEWER MUST BE PROVIDED. _ 11 LVC: - STA. 100.00 � M O L('1 O O Ln �p Ql u'1 00 � Ql N u1 �o � / 565 ,� �•' � 565 CO> V � 2 gyp% PVI STA: 13+8 .00 m / w PVI ELEV: 546 62 / PROPOSED 8"x8"TEE I<: 26.35 & (2) - 8" G.V. 56o LVC:135.0 � 560 o ll1 � I� o Ll1 �0 O 1.2' � � v � v 17 VI STA: 11+77. o � > Co � > "' / 555 PVI ELEV: 522. 1 > > ol� ROPOSED 8" CL. 52 DI WATERLINE 555 K: 26.06 LVC: 253.00 PROPOSED FIRE HYDRANT / 1.2 ASSEMBLY WITH 8"x6"TEE uoi o ° � 550 0 `�' � �^ / 34A 550 ,� w U m U > W i m w 545 �I 545 EXISTING GRADE (TYP.) 1.3, 3oA 54° 540 PROPOSED 8"x8" CROSS / & (3) - 8" G.V. 1.7 535 535 1.8' K-0 PROPOSED GRADE (TYP.) I PROPOSED 8" SANITARY 53o SEWER CROSSING 530 I 525 525 TO EXISTING BERI<MAR DRIVE PVI TA:1o+15.00 °o � 0 0 PVI ELEV: 558.74 ^ � N � K: 2.5o PVI STA: 11+10.00 � w � VC:1o.00 PVI ELEV: 560.64 � u ,�; PROPOSED GRADE (TYP.) u LOW PT. STA: 10+15•o K: 28.1g u m U w 57° LOW T ELEV: 558.79 ao 0 00 °� � LVC: 11 .00 uoi m > 2Ao% I Y ) 57° °o `� �v � w �' u EXISTING GRADE (TYP.)� 565 u m u w v m u 565 w m m 6.08° PROPOSED 8" 45°BEND / 1 2' 1. TO WOODBURN ROAD 560 2 00% ° WATERLINE CONNECTION 560 'p0 PROPOSED 8" SANITARY 8"x8"TEE 19 SEWER CROSSING 2) - 8" G.V. PROPOSED 8"x8"TEE � & (2) - 8" G.V. 555 1.3, 555 PROPOSED 8" CL. 52 DI WATERLINE 21 550 55° 00 � O ci � N � N M �..� � l0 O O N � O N � Lf1 N � O N � L!1 � L!1 � Lf1 � l!1 -.0 L!1 1.0 � k.0 � � L(1 � � � c� z w w w Z_ O z w z J J O 0 0 U S Q X N 0 .3 0 U 0 U 0 Q O U F 0 U 0 O O U 0 0 0 Q Q 0 0 0 0 Q 0 0 U a 0 L Q 0 T O F z w w z z w z J J 0 0 L Q 0 Q U N L F U 0 a U O O 6 Q MH-5 MH-6 STA:io+15.85 STA:1o+82.61 DI rlA. --.0 .... Winn _- - -- 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+50 7+00 7+50 8+oo 8+5o 9+00 9+50 10+00 10+50 11+00 11+50 M H -7 - EX- M H 1. 2. I 4. 5. 6. 7. 8. 9. 10 ACSA GENERAL WATER & SEWER CONDITIONS WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-8o0-552-7001). 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). MH-8 MH-6 ) OSSING FSCOTT R. COLLINS'� U No. 35791 IONAL E� Z z O_ J ~ d rQ r � O W p V7 J O (n Z LuLu z Ce 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 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. inn O N W O N Q M p O O l'J 7 C� LLP LL L 0') Ir- PA I- tCY) C'7 C) N 4 C'7 IT O C3) (N Q Lu J_ U) Lu 0 Q U i Lu C0 Lu Lu r� v ) ^w 1� fQ V C) C) N 0 Q 0 w J Q z H� LL. 0 0 j LL Lu 0 Q Lu co Lu w O W � 2 a N JOB NO. 182152 SCALE 111 = 50' SHEET NO. 12 d z W w z z w z J J O O 0 0 V) c 0 U W X N O .3 U v) E O U C 0 U L O a a Q 0 U O C O U O a U E 0 C U C N N O V) U 0 Q Q U 0 a c) 0 U a U 0 Q 0 0 U a O Q 0 T U a 0 c� z W w z z w Cn z J J O O L Q O Q U N y) 0 U 0 a 0 U O v) v) C3 c a v) U C) v) 0 575 570 565 560 555 MH-16 550 STA:0+71.84 RIM:544.00 INV IN. 535.2o FROM MH-17 INV OUT. 535•oo TO MH-11 MH-1i STA:o+oo.00 R I M:539.00 INV IN. 530.7o FROM MH-16 INV IN. 530.7o FROM MH-12 INV OUT. 530.5o TO MH-io 1 540 PROPOSED 8" DI WATERLINE CROSSING 26Q�C% 535 1.6' 90 ti 8" SDR-26 PVC 530 1.7 67.84 LF @ 5.99% 525 EXISTING GRADE (TYP.) MH-21 M H-20 STA:6+31.72 STA:4+73.09 RIM:567.i8 RIM:56o.25 INV IN. 559-37 FROM MH-22 INV IN. 55o.95 FROM MH-21 INV OUT. 559.17 TO MH-20 INV OUT. 550.75 TO MH-ig i MH-1g STA:3+79.63 / RIM:559.67 INV IN. 550.12 FROM MH-20 / INV OUT. 549.92 TO MH-18 MH-18 / STA:2+87.02 RIM:555•00 INV IN. 547.2o FROM MH-ig PROPOSED GRADE (TYP.) INV OUT. 547.00 TO MH-17 % PROPOSED 8" DI MH-17 WATERLINE CROSSING STA:i+65.96 J RIM:547.00 23 INV IN. 539.2o FROM MH-18 OR26 �tiq,l S INV OUT. 539.00 TO MH-16 41 $ LF 63 2.1' Ft-26pvC. 8" SDR-26 PVC / 8"6� F c� 2.94 89.46 LF @a o.67% 6Q��1° MH-Z MH-11 �F�6� 4 06 yti1 �t r' N 0 N O ri M " lD �O M LnM Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln LnLn Ln Ln L!1 Ln Ln Ln Ln Ln MH-23 MH-22 STA:8+02.77 STA:6+88.63 RIM:569.67 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 Ld TERLINE CROSSING i 8' 8" SDR-26 PVC g" SDR-26 PVC 120.14 LF @o.78% 110.14 LF @ 0.92% 8" SDR-26 PVC 52.91 LF @a 2.86% I� o ri M ri lD 00 r, M 00 p a) rn o M M o I� 0 00 00 to ri Lr) Lf 1 ri 0 ,� lD o 0 00 O) Ln Ln 0� a1 ko kD Ln ri 10 lD k.D (%1 00 LD kD L6 00 l0 �D 00 LD k.D � ^ l0 06 � lD t.D 06 ^ LD Q1 0D LD 0 I, Ln vi l!1 Ln Lf1 L!1 Ln Ln Ln lrl Ln Ln V1 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00 570 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 INV IN. 513 INV OUT. 575 MH-24 STA:9+26.gi RIM:571.17 INV OUT. 563.42 TO MH 570 565 56o 555 550 545 540 9+50 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1-.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. MH-15 STA:8+18.8o RIM:563.50 MH-14 INV OUT. 557.75TO MH-14 565 STA:7+00.55 RIM:558.75 INV IN. 553.2o FROM MH-i5 INV OUT. 553•oo TO MH-13 \ MH-13 / 56o STA:6+23.70 / RIM:554.00 INV IN. 548.2o FROM MH-14 \ INV OUT. 548.00 TO MH-12 555 MH-12 STA:5+36.86 - „SOR 26P385% RIM:548.75 / $ LF INV IN. 538.95 FROM MH-13 INV OUT. 538.75 TO MH-i1 550 EXISTING GRADE (TYP.) / $ �66� MH-11 PROPOSED 8" DI STA:4+30.43 WATERLINE CROSSING 545 RIM:539.00 INV IN. 530.7o FROM MH-16 INV IN. 530.7o FROM MH-12 cBQ oti INV OUT. 530.5o TO MH-io 29 540 MH-io M H-8 STA:3+67.39 STA:1+00.45 RIM:533.00 / �RIM:533.00 INV IN. 524.7o FROM MH-ii 25 INV IN. 519.78 FROM MH-g INV OUT. 524.5o TO MH-g 3.8' 535 INV OUT. 519.58 TO MH-7 C, \ STA:2+41.89 c�0� F / RIM:526.50 MH-7 INV IN. 520.7o FROM MH-io y0� STA:o+oo.00 / INV OUT. 52 TO MH-8 RI M:523.75 \ 7o FROM MH-8 / \ ;13.5o TO MH-6 525 o 520 515 5. 96!�� 510 PROPOSED GRADE (TYP. 8" SDR-26 PVC 137-45 LF @ 0.51% Pv C' 8" SoRF Ca 3 01/0 MH-15 - MH-7 Ln 00 I� 00 M 't Lfl Ql ri N Lr) ri N O 00 00 00 lD Ln M Ln N Bl Ql N Ol 00 M M ri 00 M O LA M O C1 N N Lr) ri 00 U? l0 M 00 O Ql N O 00 tD 00 .t O l6 ci Lr1 l0 00 Ql N lD 00 O M Lr) N 00 M ci M N M 06 M I� N l0 M �t ri �t Lfl �t ri �t 't lrl Ol Ll1 N Lr1 Li, lD 00 lD O <D M Lf1 N L(1 M Lrl M Lr1 N LnLr) N lr1 N Lr1 N N Ln M Lr1 M Lr) It Lf1Lr) Lt lr1 �t Lr) Ln Lr1 Ln lr1 Lr1 Lr1 lD Lr) lD Ln Ln Ln L(1 L(1 L,.� 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 20 200 E 565 1 56o 555 1 550 1 545 1 540 1 535 1 530 1 525 1 520 1 510 1 7�A LjH q4, SCOTT R. COLLINS'� No. 35'791 ZONAL E� Z z U Q O � a m ~ LA n 0 J z Q o � �n z Ww Ce 0 N Lu o N Q M 0 C 0 Lu z � M - M z C� il ,I- N i N N J N i--i w Q > Ln LLJ OZS W J J J Q L.L > Q O LLB O F-- Lu O J J Q W z� z_ � QLLJ _ LL V) w C) O F-- ul - 0� < D 0 z Lu w O U) ry jw j 1..e Q w 0 C) N Lu w 0 w a Ln 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 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 0 ri 11 d 00 m 11 M v � m p M M rq 0 p m re)M 10 O M 0 M M� o O Ln o 565 N o 565 _ - Ln Ln r4 > M M In r I 0 (y 00 ri ri Ln P!) Ln 0 > II J Ln Ln - 0Y > M� Z Z � V) H z 11 m O Lr)00 H a>>> p ~ z 56o m MO EXISTING 560 -GRADE ao O o (TYP.) p p OLn N O M M� O O O ~ N o� / _ 00 rn > Ln V) PROPOSED GRADE (TYP.) O o O O Ln m ri ri Ln Ln N Ln T Ln z O 555 u > Ln It � a- > > 555 o nm - - H zz__ O 00 N Ln 0 / STR:26 VDOT STD. DI-313 (L=6') p m N ,� CL z z z TP=543.83 0 o INV IN: 536.35 TO 28 0 o O ,^, INV OUT: 536.25 TO 8 Ln o °m °rn 38� 550 ��. 11 Z ZO 1 >> > Ln Z Z Z Rc 99 STR:8 VDOT STD. MH TP=541.17 INV IN: 533.5o TO 10 ti°° 545 INV IN: 535.5o TO 26 INV OUT: 528.00 TO 6 540 A7 15" RCP 540 _'1110� 54.89 LF @a 4.55% PROPOSED 8" DI WATERLINE CROSSING 1.1' F Qa 4.36% 7PROPOSED 5350al 8" SANITARY0000 535 i5" RCP SEWER CROSSING 28.05 LF @a 2.92% PROPOSED 8" SANITARY SEWER CROSSING 530 15" RCP 530 25.56 LF @a 2.93% 525 1 1 1 1 1 1 1 1 1 525 M ^ O M O I� Ln N M lD rl O n O Ln Ln N � prq l0 00 Ln Ln n Ln n n 6 Ln �, �, Lin LMn LLnn 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-36 - M-8 570 565 56o PROPOSED GRADE (TYP. 555 STR:10 VDOT STD. DI-313 (L=8') TP=543.92 INV IN: 537.42 TO 12 550 INV IN: 536.75 TO 1oB INV OUT: 534.67 TO 8 EXISTING GRADE (TYP.) / STR:8 VDOT STD. MH \ 545 TP=541.17 INV IN: 533.5o TO 10 INV IN: 535.5o TO 26 / INV OUT: 528.00 TO 6 STR:6 VDOT STD. DI-313 (L=12') PROPOSED 8" DI 540 TP=534.00 WATERLINE CROSSING INV IN: 526.67 TO 8 INV OUT: 523.00 TO 4 1$ RCP 1.6' .2g% �o LF C 535 STR:4 VDOT STD. DI-3B (L=8') / 90 TP=527.58 INV IN: 522.25 TO 6 INV IN: 520.27 TO 4B 18" RCP INV OUT: 520.17 TO 2' 54.69 LF @a 2.14% 530 1.7' STR:2 VDOT STD. MH TP=526.00 PROPOSED 8" SANITARY INV IN: 519.52 TO 4 J SEWER CROSSING INV OUT: 519.42 TO 11 525 24 uF C 64.06 PROPOSED VDOT STD. ES-1 WITH RIPRAP OUTFALL 24" RCP 520 74.75 LF Qa 1.00% 3o" RCP 30�� RCP 9133 LF @ 0.71% 65.7o LF o Qa o.64/0 INV. OUT=519.00 515 Ln l0 � M I� 00 N Ql 00 00 Ln 00 N M 00 00 O Ln LNf1 ri N N Ln Ln N Ln 00 m N � '6Ln N It N M Ln Ln Ln Ln Ln Ln 9+75 10+00 10+50 11+00 11+50 12+00 12+50 0 �o II II v m rp EXISTING GRADE (TYP.) o p } N �� 00 STR:16 VDOT STD. DI-3B (L=8') NO O o TP=559.67 Ln u, N, ~ 0 o '4.INV IN: 552.10 TO 22 O M Ln 0 ul U-) Ln INV INV IN: 552.1oTO 18 0 rn Ln N Ln- LLI"� > �� INV OUT: 552.00 TO 14 N z 0 N z 0 u » � >> Ln ZZ Ln 56o F PROPOSED 8" DI Ti 565 56o WATERLINE CROSSING PROPOSED GRADE (TYP.) I 555 555 1A 15" RCP 2 48.41 LF @a 1.34% 15" RCP PROPOSED 8" SANITARY 29.03 LF Qa 3.96% SEWER CROSSING M ^ n00 Ln Ln L Ln Ln U1; vi 0+00 0+50 1+00 STR-24 - STR-16 0 u m M 00 o � O o O Ln STR:18 VDOT STD. DI-313 (L=16') p ^ Ln o IP I 570 `Ln TP=566.33 O INV IN: 559.35 TO 20 z INV OUT: 559.25 TO 16-+ - 565 STR:16 VDOT STD. DI-3B (L=8') PROPOSED 8" DI TP=559.67 WATERLINE CROSSING PROPOSED 8" DI STR:14 VDOT STD. DI-313 (L=1o') INV IN: SS2.10 TO 22 WATERLINE CROSSING TP=SS6.83 INV IN: 552.10 TO 18 INV IN: 549.75 TO 16 INV OUT: SS2.00 TO 14 1.1' INV OUT: 545.92 TO 12 560 / 1S" RCP STR:12 VDOT STD. DI-3B (L=12') PROPOSED 8" DI 30.8o LF �a 1.04% TP=546.75 INV IN: 541.67T014 WATERLINE CROSSING CQ cao/o R 5 ti5 t` 555 INV IN: 539.6o TO 12B F INV OUT: 539.5o TO io r1 ti56ti9 L 1.3 CP � / $2165`F � 2•�4°0 IRCP $°/o 152.g� LF � 2 •� VERTICA� GRAPHIC SCALE 2.5 1 lD k.0 0I . 00 N M ^ 1. H N L n 't � � In L'n L'n Ln Ln ' Ln Lin 13+00 13+50 14+00 14+50 15+00 15+50 STR-2o TO OUTFACE ( IN FEET ) 1 inch = 5 LA 25 to 1 ( IN FEET ) 1 inch co . l0 r . M Ln r! Ln O a) rq O 00 Ln co ko U1 Ln Ln 1mf) Ln Ln Ln ko Ln Ln Q1 Ln Ln O '� '� N l0 1p LA o 1p Ln Ln Ln L Ln Ln Ln 16+oo 16+So 17+00 17+50 18+oo 18+So J EXISTI m LN 555 0 -o ri 555 STR:10 VDOT S STR:12 VDOT STD. DI-313 (L=12') TP=546.75 � 00 INV I INV IN: 541.67TO 14 O o � INV IN INV IN 6o TO 2B _> N N Ln INV 0 1 •539• rn�•• INV OUT: 539.5o TO 10 ILn z 0 � zz 545 EXISTING GRADE (TYP PROPOSED 8" DI WATERLINE CROSSING 1540 1 ? PRC 545 WATERLIN OPOSED GRADE (TYP.) 540 L1S" RCP 34.89 LF @a 1.15% 535 1 535 O N n LD 6 Ln Ln Ln Ln -0+25 0+00 0+50 0+75 STR-12 B TO STR-12 555 00 555 NG GRADE (TYP.) U ^� O TD. DI-313 (L=8') O I TP=54392 Ln � 550 N: 537.42 TO 12 O I� : 536.75 TO 1oB rn > o UT: 534.67 TO 8 in o � 7! LLnn O 545 u > `n ~ z 545 POSED 8" DI E CROSSING PROPOSED GRADE (TYF 540 540 535 535 15" RCP 35.41 LF Qa 2.12% 530 530 O `i Q) 00 Ln Ln �, It Ln o+00 o+50 STR-ZoB - STR-Zo 550 545 540 535 530 525 520 515 19+00 19+25 0 c•I J EXISTING GRADE (TYP.) °ran 0 Li 535 -0 0 Ln 0o 0 Ln 0 o �, rq STR:4 VDOT STD. DI-313 (L=8') p r� N Ln TP=527.58 m INV IN: 522.25 TO 6 � z O INV IN: 520.27 TO 4B m z z INV OUT: 520.17 TO 2 525 535 PROPOSED GRADE (TYP.) PROPOSED 8" DI I I WATERLINE CROSSING -0+25 0+00 o+So 0+75 STR-4B TO STR-4 O� �D SCOTT R. COLLINS'� No. 35791 �&SIICNAL OG Z z J o Q O� U m ~ Lu v=i 0 J z o zcan z Lu Ce 0 N w o N Q M p o 0 d� () - CY) z N (`7 w C) N J w Q zLd OZS J J C) V) Q J_ L9LL] LL F__ °C O 0 J 0� J Q m zz Lu Q i--i 0 U LL. Q w z Lu O o ul Cn _j wLL z LU L LI 0 U) L.L jLu J � � Q Lu 0 co O N Lu w 0 LL d V7 JOB NO. 182152 SCALE 111 _ 501 SHEET NO. 14 EXISTING GRADE (TYP.) io J 555 - m 00 n M o v o co Q N }0 M m� v~i O~ Q O 00 N ~ O 550 rn N p zo 00 o Q o o rnLn m 0Q o o ^ Ln O 00 00 Ln 00 ,r Z 00 ° � � � li N LZ Zp In H zz 1a1 > > > 545 z z z 540 535 555 550 545 ROPOSED GRADE (TYP.) 540 L15" RCP 5o.81 LF @ 1.97% N N Ln C) N M Ln O � Li Ln It Ln Ln 0+00 0+50 ISTR-28B - STR-28 535 00 11 m M Q `1 O M 555 -o ° 555 EXISTING GRADE (TYP.) Ln 0 0 STR:3o VDOT STD. DI-313 0 (L=8') o O� Ln n TP=548.17 m c6 Ln� INV IN: 541.00 TO 3oB T z 0 INV IN: 541.5o TO 32 a > > 550 INV OUT: 539.92 TO 28 z z PROPOSED GRADE (TYP.) 545 545 PROPOSED 8" DI WATERLINE CROSSING 1 2' 540 535 0 00 Ln 't �U) 15" RCP 27.97 LF @ 1.79% 0+00 0+50 ETR-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. IMINIMUM 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. 540 535 W I I d EXISTING GRADE (TYP.) m Q M 565 ° 565 STR:34 VDOT STD. DI-313 (L=8') _00 Ln p ri TP=558.08 In 00 In INV IN: 55135 TO 346 0 INV IN: 551.35 TO 36 Mv"', O INV OUT: 551.25 TO 32 � a > 560 - Ul, z PROPOSED GRADE (TYP.) PROPOSED 8" DI I 555 WATERLINE CROSSING 1.1' 550 tCP 550 28.8o LF @ o.8o% 545 545 O In00 In LLn n Ln 0+00 0+50 STR-34B - STR-34 oo 11 m M p �m "t 'i io C)01 ri O N N ri Q 00"DkD �^ > 0 Ln Ln 525 � z z 0 CL �U) ZZZ EXISTING G 2 to LU Ln In Ln 0 Op OR 0 � lD > O �^ U 525 - z m �7 0� YP.) 0+00 0+50 STR-42B - STR-42 VERTWAL GRAPHIC SCALE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN 5 0 2.5 5 10 20 ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. ( IN PELT ) 1 inch = ft. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET1.7 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 IN FEET THE 2oo8 ROAD AND BRIDGE STANDARDS. ( ) 1 inch = 50 ft. STR:40 VDOT STD. DI-3B (L=1o') TP=521.00 INV IN: 516.02 TO 42 INV OUT: 515.92 TO 38B 00 11 M Q 00 m O O L, 525 STR:38 VDOT STD. MH-� 0 -~r, TP=519 92 0 � Ln INV IN: 514.10 TO 38B INVIN:514.1oT048 °n°, rz0 OUT. 514.00 TO EX. CULVERT IIIINV a > > 520 v, z z PROPOSED GRADE (TYP.) 515 7, 15" RCP 15.6o LF @ o.96% 15 RCP 51.0 48.67 LF @ 3.23% � 0 � L H u, Ln LLn ff M o �m - 0 o �0 o O Ln 00 r VLn 0 N N 0 `1° Q 00 t.D I'D Ln Q o Ln 5 2 5 ri Lnz zp u,0 �CL»> 11> zzz ��z 520 EXISTING GRADE (TYP.) 10, L15" RCP 48.63 LF @ o.99% PROPOSED 8" DI WATERLINE CROSSING i5" RCP 27.81 LF @ 0.54% 510 I m o N ,y Ln Ln 0+00 0+50 1+00 STR-44 - STR-38 565 PROPOSED GRADE (TYP. EXISTING GRADE (TYP.) PROPOSED VDOT STD. ES-1 WITH RIPRAP OUTFALL 56o 555 r 15" RCP INV. OUT=56o.00 67.34 LF @ 0.62% 0 O o I� Ln � �, m O oo 0 O O 00 Ln ci 'i ' I 'i N N Lf, 0+00 0+50 1+00 1+50 2+00 CULVERT 565 56o NV. I N=56o.42 555 ri �Ir M M Ln Ln 2+50 Project Berkmar Overlook Plan Sheet No. Designer AML, PE Sheet 1 of 1 Culvert Rev. Date Date 1/3/2020 AHW Controls STATION: HYDROLOGICAL DATA: 100 yr. Flood plain elev. Design AHWdepth 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 = CfS Shoulder = elev. 562.5 = CL elev. 562.33 DISCHARGES USED RISK ASSESSMENT ADT Skew ° Cover " Q 2 = 0.93 CFS Detours Available Length Q 10 = 1.29 CFS Overtopping Stage Q = CFS Flood Plain Management Inv. El. 560.42 So= 0.62% Inv. El. 560.00 Q = CFS Criteria and 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 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 VDOT STD. 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: 514.10 TO 38B- INV IN: 514.10 TO 48 STR:48 VDOT STD. DI-1 TP=519.5o INV IN: 514.45 TO SWM INV IN: 514.45 TO 50 INV OUT: 514.35 TO 38 525 INV OUT. 514.0o TO EX. CULVERT STR:So VDOT STD. DI-3B (L=6') TP=520.17 INV OUT: 514.92 TO 48 520 520 515 24" RCP 17.o6 LF Qa 1.47% 510 M 00 L ri Ln Ln EXISTING GRADE (TYP.) 515 15" RCP 18.82 LF @ 2.50% 510 0+00 0+50 STR-50 - STR-38 535 w 53 EXISTING GRADE (TYP.) U D PROPOSED GRADE (TYP.) o' v~i 00 530 /LU It 0 530 ,� oo Q M ci O V) Ln O / 0 0 oo ko Lr, V) M / o Lr, In 0 � � 4 N 0 525 Q O Ln > `n Ln In In O CL > 525 ao r u, z z 0 z Ln� z zz / 520 520 515 515 �4' RCP LF @ i•45/°0 118.99 510 1 510 O O Lf, Ln I Ln N Lr) Ln y ul LP, O LLn 0+00 0+50 1+00 SWM - STR-48 �11TH 0 SCOTT R. COLLINS`� No. 35791 ZONAL E� z Z o a CO ~ w n 0 J � z > Ww Ix 0 N w o N Q M Q CD 0 Lu 0) z � M c00 z N N M J i W" N J N 1-- W Q F- > ZD W OZS J J C) V) Lli W LL Lu°C O J 0 < � z ''LLrJ� ~ V U L L- Q w z Q O O o Ul �-: U) J CC LJJ UJ z w > p U Q J LJJ 0 JE Ce rQ w 0 N w F- w o w a U) JOB NO. 182152 SCALE 11I _ 501 SHEET NO. 15 w �41** \ v� w 41** NP \� - -11% - - w Z / I \ '\\ on YD-9 ... ♦ sw CULVERT PROPOSED PRIVATE YARD \ LOT 6 \ . \ s \ - & ROOF DRAIN SYSTEM /J \ YD-8 40 LOTS ROPOSED DRAINAGE DIVIDE (TYP.) V A \ k \ A � - .... � ; .. \ `:� �" .- �.. ' - ♦ YD-18 _ ... - � ���� �DUT � \ _PROPOSED DRAINAGE DIVIDE (TYP.) \ LOT 4 . 4 LOT 7 .. \ r /LOT 8 P ti Y1-7 - w s / DRAIN GE DESCRIPTIONS PIPE INFORMA11ION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* (.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 20 DI-313 CG-6 10 566.67 19 15 30.80 1.04% 559.67 559.35 RCP 18 DI-36 CG-6 16 566.33 17 15 156.19 4.58% 559.25 552.10 RCP 16 DI-313 CG-6 8 559.67 15 15 82.16 2.74% 552.00 549.75 RCP 14 1 DI-313 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-313 CG-6 8 543.92 9 18 54.69 2.14% 534.67 533.50 RCP 8 MH CG-6 0 541.17 7 24 64.06 2.08% 528.00 526.67 RCP 6 DI-313 CG-6 12 534.00 5 24 74.75 1.00% 523.00 522.25 RCP 4 DI-36 CG-6 8 527.58 3 30 91.33 0.71 % 520.17 519.52 RCP 2 MH CG-6 0 526.00 1 30 65.70 0.64% 519.42 519.00 RCP 4B DI-3B CG-6 10 527.67 4A 15 27.72 1.12% 520.58 520.27 RCP 10B DI-3C CG-6 8 544.00 10A 15 35.41 2.12% 537.50 536.75 RCP 12B DI-313 CG-6 12 546.92 12A 15 34.89 1.15% 540.00 539.60 RCP 24 DI-3B CG-6 6 559.75 23 15 48.41 1.34% 554.0 553.35 RCP 22 DI-36 CG-6 10 559.92 21 15 29.03 3.96% 553.25 552.10 RCP 36 DI-36 CG-6 10 561.00 35 15 55.38 5.38% 554.33 551.35 RCP 34 DI-313 CG-6 8 558.08 33 15 100.11 5.99% 551.25 545.25 RCP 32 DI-36 CG-6 12 551.83 31 15 54.89 4.55% 544.00 541.50 RCP 30 DI-3B CG-6 8 548.17 29 15 44.07 4.36% 539.92 1 538.00 RCP 28 DI-313 CG-6 8 544.00 27 15 28.05 2.92% 537.17 536.35 RCP 26 DI-3B CG-6 6 543.83 25 15 25.56 2.93% 536.25 535.50 RCP 28B DI-313 CG-6 6 545.33 28A 15 50.81 1.97% 539.00 538.00 RCP 30B DI-36 CG-6 8 548.50 30A 15 27.97 1.79% 541.50 1 541.00 RCP 34B DI-313 CG-6 8 558.33 34A 15 28.80 0.8070 551.58 551.35 RCP 44 DI-1 CG-6 0 521.00 43 15 48.63 0.99% 516.75 516.27 RCP 42 DI-36 CG-6 8 521.08 41 15 27.81 0.54% 516.17 516.02 RCP 40 DI-313 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 1.45% 514.00 512.30 RCP 50 DI-3B CG-6 6 520.17 49 15 18.82 2.50% 514.92 514.45 RCP 48 DI-1 CG-6 0 519.50 47 24 17.06 1.47% 514.35 514.10 RCP SWIM 0.0 CG-6 0 523.50 24 118.99 1.45% 516.17 514.45 RCP 42B MH CG-6 0 520.00 42A 15 66.17 0.73% 516.75 516.27 RCP �, g YD-1 YD-16 4w. OT I I S LOT 9♦ ,Y 6 PROPOSED PRIVATE YARD F DRAIN SYSTEM \ LOT 10 / \\\ ■. / : 4 YD-11} .. \ y Structure Area (Acres) Cw t, (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 ROOF1 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 CULVER 0.56 0.45 13.0 T TH 07 � SCOTT R. COLLINS'� No. 35791 "Ll ��SSIONAL t% U z Z Q U m w can o o w z W LU Ce 0 N w o N Q M 0 0 0 0 C� C`7 ® CY) CY) z CV qzt Q J _ t o I 44 W U) PROPOSED DRAINAGE DIVIDE (TYP.)- �\� � �`♦ � � _ � � � z 52 � v W \ 7 LL - \ \ \ �? Ce 40 / : ` . ` 42 \ Uj SWM --- -- _-�RAPHLC-�A�10_�y� y \ ♦II / 1l ♦�� � - \ \ � 1 38B ♦ � ---'� - - _ `�� � _ O 40 -0 80 \ 160 \ \\ \ , I ,so` V \ \ \ --♦ I 8 I inch- _- - w _ \ \ �\ \ \ \ \ \ ♦♦������ __ rrrr _ W 38 r- 5 a vzi \ \ \ \ \ \\ JOB NO. � w - 182152 o R _- .,. _ _e, AR DIVE w � - _ _ V SCALE - - - BERK RAE -1403\ \ _ _ -4 STATE SHEET NO. 16 Desig Storm Year = 10 SCOTT R. COLLIES No. 35'791 � ��0 CU co ZONAL E� z J Z O Q O U m U) 0 can J z Q O �n z f-1 Wce w 0 N W N Q p M o 0 Lu z � z - N Q Design Year: �0 Project: Berkmar Overlook Job #: 182152 Prepared by: AML, PE J W M N H W a Z w C O Z J J Q Q > Q w U 0 J Q J Q U Q � w V Q w" Z Q UJ O UlO U) J LL1 W Z > Nw 0 U Jw � W � Q w m 0 N F- LU w w a U) JOB NO. 182152 SCALE N/A SHEET NO. 17 PIPE DESIGN n = 0.013 Pipe Hydrology Pipe co E U W � C w � � E U N a' E m o � w a� w m � � Q �° U U U 3 ° � N m w c a� a� � � y � � j 3 E LL > LL Pipe run: STR-20 - SWM Basin 20 18 0.35 0.70 0.245 0.245 6.00 6.35 158 1.58 559.87 59.35 30.8 0.013 0.0104 15 6.59 4.39 0.12 18 18 0.54 0.75 0.405 0.650 6.12 6.32 256 4.11 559.25 52.10 156.2 0.013 0.0458 15 13.82 9.77 0.27 18 14 0.18 0.80 0.144 1.394 6.38 6.24 090 8.70 552.00 49.75 82.2 0.013 0.0274 15 10.69 9.89 0.14 14 12 0.21 0.70 0.147 1.541 6.52 6.20 091 9.55 545.92 41.67 153.0 0.013 0.0278 15 10.77 9.91 0.26 12 10 0.28 0.75 0.210 1.978 6.78 6.13 129 12.12 539.50 37.42 90.7 0.013 0.0229 18 15.90 9.89 0.15 10 8 0.22 0.70 0.154 2.222 6.93 6.08 094 13.52 534.87 33.50 54.7 0.013 0.0214 18 15.37 9.79 0.09 8 6 0.00 0.90 0.000 3.485 7.03 6.06 000 20.99 528.00 26.67 64.1 0.013 0.0208 24 32.63 11.01 0.10 6 4 0.20 0.75 0.150 3.615 7.12 6.03 091 21.81 523.00 22.25 74.8 0.013 0.0100 24 22.62 8.20 0.15 4 2 0.09 0.70 0.083 3.788 7.28 5.99 038 22.59 520.17 519.52 91.3 0.013 0.0071 30 34.56 7.46 0.20 2 OUT 0.00 0.90 0.000 3.768 7.48 5.94 000 22.59 519.42 519.00 65.7 0.013 0.0064 30 32.81 7.17 0.15 Pipe run: STR-4B -STR-4 4B 4 0.15 0.60 0.090 0.090 6.00 6.35 057 0.57 520.58 520.27 27.7 0.013 0.0112 15 6.84 3.32 0.14 Pipe run: STR-10B -STR-10 10B 10 0.18 0.50 0.090 0.090 6.00 6.35 0.57 0.57 537.50 536.75 35.4 0.013 0.0212 15 9.41 4.12 0.14 Pipe run: STR-12B -STR-12 12B 12 0.35 0.65 0.228 0.228 6.00 6.35 1.44 1.44 540.00 539.60 34.9 0.013 0.0115 15 6.93 4.38 0.13 Pipe run: STR-24 -STR-16 24 22 0.04 0.60 0.024 0.375 5.00 6.67 0.16 2.50 554.00 553.35 48.4 0.013 0.0134 15 7.48 5.43 0.15 22 16 0.30 0.75 0.225 0.600 6.00 6.35 1.43 3.81 553.25 552.10 29.0 0.013 0.0396 15 12.85 9.09 0.05 Pipe run: STR-36 -STR-8 38 34 0.28 0.65 0.182 0.182 6.00 6.35 1.16 1.16 554.33 551.35 55.4 0.013 0.0538 15 14.98 7.05 0.13 34 32 0.12 0.70 0.084 0.356 6.16 6.30 0.53 2.24 551.25 545.25 100.1 0.013 0.0599 15 15.81 9.03 0.18 32 30 0.21 0.75 0.158 0.514 6.35 6.25 0.98 3.21 544.00 541.50 54.9 0.013 0.0455 15 13.78 9.03 0.10 30 28 0.14 0.70 0.098 0.756 6.45 6.22 0.61 4.70 539.92 538.00 44.1 0.013 0.0436 15 13.49 9.92 0.07 28 28 0.12 0.70 0.084 1.205 6.52 6.20 0.52 7.47 537.17 538.35 28.1 0.013 0.0292 15 11.04 9.65 0.05 28 8 0.05 0.75 0.038 1.243 6.57 6.19 0.23 7.69 538.25 535.50 25.6 0.013 0.0293 15 11.06 9.72 0.04 Ripe run: STR-28B -STR-28 28B 28 0.03 0.60 0.018 0.366 5.00 6.87 0.12 2.44 539.00 538.00 50.8 0.013 0.0197 15 9.07 6.23 0.14 Ripe run: STR-30B -STR-30 30B 30 0.09 0.70 0.083 0.144 5.00 6.67 0.42 0.96 541.50 541.00 28.0 0.013 0.0179 15 8.64 4.58 0.10 Ripe run: STR-34B -STR-34 34B 34 0.12 0.75 0.090 0.090 6.00 6.35 0.57 0.57 551.58 551.35 28.8 0.013 0.0080 15 5.78 2.98 0.16 Ripe run: STR-44 - IXISTING OUTFACE 44 42 0.50 0.35 0.175 0.175 11.00 5.18 0.91 0.91 518.75 518.27 48.6 0.013 0.0099 15 8.43 3.87 0.22 42 40 0.18 0.85 0.104 0.753 11.22 5.14 0.53 3.87 518.17 518.02 27.8 0.013 0.0054 15 4.75 4.30 0.11 40 38B 0.22 0.70 0.154 0.907 11.33 5.12 0.79 4.84 515.92 514.35 48.7 0.013 0.0323 15 11.61 8.84 0.09 38B 38 0.08 0.85 0.051 0.958 11.42 5.10 0.26 4.89 514.25 514.10 15.6 0.013 0.0098 15 8.33 5.87 0.05 38 OUT 0.00 0.90 0.000 1.080 11.47 5.09 0.00 27.22 514.00 512.30 117.5 0.013 0.0145 24 27.24 9.89 0.20 Pipe run: STR-50 -STR-38 50 48 0.10 0.80 0.080 0.080 6.00 6.35 038 0.38 514.92 514.45 18.8 0.013 0.0250 15 10.21 3.94 0.08 48 38 0.11 0.30 0.033 0.102 6.08 6.33 021 27.22 514.35 514.10 17.1 0.013 0.0147 24 27.43 9.95 0.03 Ripe run: SWM-STR-48 SWM 48 0.01 0.90 0.009 0.009 5.00 6.87 006 27.22 518.17 514.45 119.0 0.013 0.0145 24 27.24 9.89 0.20 Ripe run: STR-42B -STR-42 42B 42 0.79 0.80 0.474 0.474 10.00 5.37 2.55 2.55 516.75 516.27 68.2 0.013 0.0073 15 5.52 4.38 0.25 1 ■:�® 1®: 1 111 1 11 1 i�■ 1 1 ■■■■■■--■■■■ ■■■_■■�■■■■■■■�11 00 1 11 m 1 11 1 11 I I® ■--___-■-____�1 11 �� 1 11 m l 11 1 1 I I �::1 ® 1® 1 111 1 11 1 i■ 1 1 ■■■■■■--■■■■ ' : ■■■_■■■■■■■■■�1 11 00 1 11 m 1 11 1 11 • 11 ��® 1 1 11 ■ill■■■■■■■■--■■■■ _■_■■..■■■■■�11 00 1 1 m l 11 1 1 11 1 1 ®®� 1 111 1 11 1 i. 1 1 ■■■■..--■■■■ 1' _■_■■..■■■■■�11 00 1 11 � 1 11 1 11 I 1 ��® 1® 1 111 1 11 1 i. 1 1 ■■■■..--■■■■ ■■■_■■■■■■■■■�1 11 �� 1 11 m 1 11 1 11 I ®' ' ' ���® 1 1 ®fir■■■■■■■■-_■■■■ ■■■_■■■■■■■■■�11 00 11 m 111 11 11 11 1 POINT DOWNSTREA DRAIN RUNOFF CA INLET RA �H 0� �� ca SCOTT R. COLLINS`� LJ No. 35'791 �CL ZONAL E� Z O �■■� WW z O � w 0 o V7 J Q m J P Z - for inlets draining to stomwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr W Q p 0 N N M o 0 Z� d� M M z - N 14 J - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr STRUCTURE DRAIN W W Z Z W" 1 C N Q > LLJ J J � W O J Q = � w ` J CZ 0 Q 0 J Q z LL � 0 O z O Q J U J Q U w C� Q z Q p * gutter longitudinal slope of 0.001 should be used in a sump condition inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth w w w\ / =grate for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities O NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. J W C%) w � Q O N Q � w H LU O a w W JOB NO. 182152 SCALE * gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr depth conveyance to the facilities NSA SHEET NO. NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. � 8 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a U C O N Q O Q> N N � � Q � (6 N 3 � + p � o s CU � v � 0 .� �, s o U 3 X W o c � a`D � 3 w c °' 0 3 �' o � U m a' 3 � °� u' a � N _ N � � f0 CU O U � N � � � N E J ?i N (n6 U O O O O (6 p X �, m rn rn (n �, � `� � c � p` x a > Q cS a cs u uS in in �n r w in cn of cJ u 4 3B 8.0 0.09 0.70 0.063 0.25 0.00 0.25 0.0812 0.0200 2.0 0.0833 4.1650 2.69 0.99 3.5192 0.1466 0.1652 5.90 1.36 1.00 0.25 0.00 46 3B 10.0 0.15 0.60 0.090 0.36 0.00 0.36 0.0812 0.0200 2.0 0.0833 4.1650 3.07 0.99 3.5192 0.1466 0.1652 6.85 1.46 1.00 0.36 0.00 6 3B 12.0 0.20 0.75 0.150 0.60 0.00 0.60 0.0996 0.0200 2.0 0.0833 4.1650 3.58 0.97 3.5192 0.1466 0.1622 9.12 1.32 1.00 0.60 0.00 10 3B 8.0 0.22 0.70 0.154 0.62 0.00 0.62 0.0200 0.0200 2.0 0.0833 4.1650 4.88 0.88 3.5192 0.1466 0.1490 5.99 1.33 1.00 0.62 0.00 12 3B 12.0 0.28 0.75 0.210 0.84 0.00 0.84 0.0505 0.0200 2.0 0.0833 4.1650 4.61 0.91 3.5192 0.1466 0.1534 8.86 1.35 1.00 0.84 0.00 12B 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 3B 10.0 0.21 0.70 0.147 0.59 0.00 0.59 0.0603 0.0200 2.0 0.0833 4.1650 3.90 0.95 3.5192 0.1466 0.1593 7.87 1.27 1.00 0.59 0.00 16 3B 8.0 0.18 0.80 0.144 0.58 0.00 0.58 0.0223 0.0200 2.0 0.0833 4.1650 4.67 0.91 3.5192 0.1466 0.1534 5.92 1.35 1.00 0.58 0.00 18 3B 16.0 0.54 0.75 0.405 1.62 0.00 1.62 0.0339 0.0200 2.0 0.0833 4.1650 6.36 0.80 3.5192 0.1466 0.1373 11.07 1.44 1.00 1.62 0.00 20 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 3B 6.0 0.04 0.60 0.024 0.10 0.00 0.10 0.0162 0.0200 2.0 0.0833 4.1650 2.53 0.99 3.5192 0.1466 0.1652 2.42 2.48 1.00 0.10 0.00 26 3B 6.0 0.05 0.75 0.038 0.15 0.00 0.15 0.0200 0.0200 2.0 0.0833 4.1650 2.88 0.99 3.5192 0.1466 0.1652 3.11 1.93 1.00 0.15 0.00 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 3B 8.0 0.09 0.70 0.063 0.25 0.00 0.25 0.0659 0.0200 2.0 0.0833 4.1650 2.79 0.99 3.5192 0.1466 0.1652 5.54 1.44 1.00 0.25 0.00 32 3B 12.0 0.21 0.75 0.158 0.63 0.00 0.63 0.0814 0.0200 2.0 0.0833 4.1650 3.79 0.96 3.5192 0.1466 0.1608 8.81 1.36 1.00 0.63 0.00 34 3B 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 0.00 346 3B 8.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0659 0.0200 2.0 0.0833 4.1650 3.19 0.98 3.5192 0.1466 0.1637 6.47 1.24 1.00 0.36 0.00 36 3B 10.0 0.28 0.65 0.182 0.73 0.00 0.73 0.0429 0.0200 2.0 0.0833 4.1650 4.51 0.92 3.5192 0.1466 0.1549 7.90 1.27 1.00 0.73 0.00 40 3B 10.0 0.22 0.70 0.154 0.62 0.00 0.62 0.0348 0.0200 2.0 0.0833 4.1650 4.40 0.92 3.5192 0.1466 0.1549 6.92 1.45 1.00 0.62 0.00 42 36 8.0 0.16 0.65 0.104 0.42 0.00 0.42 0.0348 0.0200 2.0 0.0833 4.1650 3.80 0.97 3.5192 0.1466 0.1622 5.70 1.40 1.00 0.42 0.00 50 3B 6.0 0.10 0.60 0.060 0.24 0.00 0.24 0.0217 0.0200 2.0 0.0833 4.1650 3.38 0.98 3.5192 0.1466 0.1637 3.91 1.54 1.00 0.24 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet C tll Q C U � O N N � � � "O N N � °D o � °) rn vi L � � 3 x � W o c � a`D o U 3 =o ° � U m � � C 16 N w a`> � af6i c U X .� � � ' N Y J F O (6 0 AGE 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 O_ C a V) U � w C O O_ N � N � INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coe STRUCTURE DRAINAGE D FLOW TYPE INLET TYPE AREA (FT PERIMETER (FT) A (ACRES) C I ( Q 0 3.38 County of Albemarle Conservation Plan Checklist— To be placed on Landscape Plans (Handbook, pp III-284-111-29797 for complete specifications) 1 r� H 0� I1992 \/ 1. The following items shall be shown on the plan: � DOUBLE STRAND #12 GAUGE WIRE FENCING AND ARMORING 9 Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); WITH RUBBER HOSE&TURNBUCKLES z"xz" HARDWOOD STAKE TREES UP TO CAL. SHALL BE STAKED 4' WITH HARDWOOD STAKES. ® Location and re of protective fencing; ® Grade changes requiring tree wells or walls; SCOTT R. O No. 35 COLLINS'"Z H 791 I�� z-z"xz" TREES OF 4" CAL. OR LARGER SHALL BE ® Proposed trenching or tunneling beyond the limits of clearing. \ CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN j GUYED WITH 3 EQUALLY SPACED, TWISTED, 2. Markings: �� L I I 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. O �SSI \ SCARIFY SUBSOIL TO 4" MIN. DEPTH fMULCH SAUCER FINISHED GRADE / / AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION DRIP UNE I I ® 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. ONAL � 1 show FENCE 4. Equipment Operation and Storage: I TREES U P TO CAL. SHALL BE STAKED. 4" \ \\ I l I \ �/ �/ / � I I / I 87 Heavy equipment vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. TREES 4" CAL. OR LARGER SHALL BE l/ V 1 HT. OF TREE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSEV�\ I / �� `�\ — ��_� kl, GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE I I S. Soil Erosion and Stormwater Detention Devices: Ell Such devices shall not adversely affect trees to be saved. 6. Fires: _ =1 III ——III —III III III AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH _ �/ %� z"xz" HARDWOOD STAKES, ALIGN BOARD FENCE F•� Fires are not permitted within 100 feet ofthe dripline of trees to be saved. COURVEY TAPE. REFER TO SPECS / TOP OF STAKES �twl n►w —I —III FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX - I \ // I MULCH SAUCER � CORD FENCE PM PWSTC FENCE 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. —III / / ( AMENDED SOIL MIX CORRECT METHODS OF TREE FENCING S. Protective Fencing: ® Trees to be retained withn40feet ofaproposed building orgrading activity shall beprotected byfencing. COMPACTED SUBGRADE M Q Fencingshall be in lace be inspected b County Inspector to tY and shall and approved a prior or construction. P P PP Y P P grading Tree Planting and Staking Detail 11111111 —_ III— III— j l I'/ ` 1 I 1 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. -III —III= 4 Not To Scale- _ CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN 10. Tree Walls: ® 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 O Q PLANT LIST I I-= — _—_ - III—III-1—i—I SCARIFY SUBSOILT04"MIN. DEPTH Q\�� submitted for approval. 11. Trenching and Tunneling: O ~ � '-' III—� - COMPACTED SUBGRADE x Y — �� , — ZI When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling U co SY M COMMON NAME BOTANICAL NAME SIZE CANOPY QUANTITY TOTAL under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. w ASL LEGARY' SUGAR MAPLE ACER SACCHA RUM 'LEGACY' 10-12' HT 195 17 3315 Evergreen Tree Planting Detail 00011,11 "„ am CORRECT TRUNK ARMORING go 12. Cleanup: ® Prote ive fencing shall be the last items removed during the final cleanup. Z O 0 Q H LSR ROTUNDILOBA' AMERICAN SWEETGUM LIQUIDAMBAR STYRACIFLUA 10-12' HT 206 13 2678 Not To Scale TRIANGULAR BOARD FENCE 13. Dama Trees: (n z UAP PRINCETON' ELM ULMUS AMERICANA'PRINCETON' 10-12' HT 397 10 3970 ® D aged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. > w ~ QP W I LLO W OA K QU E RC US P H E LLO S 10-12' HT 370 15 5550 Source: Va. DSWC Plate 3.38-2 NOTE: IS THE DEVELOPER'S RESPONSIBILITYRTO CONFER EQU REMENTS. H THE CONTRACTOR ON TREE CONSERVATION W C2 QS SHUMARD OAK QUERCUS SHUMARDII 10-12' HT 329 18 5922 tit - aoi 4/24/19 TOTAL CANOPY: 21435 OWNER SIGNATURE (DATE) 1 I L \ I LOT 43 I I I i ✓ r . r 3 QS 3 SRI 3 ASL \ \ \ \ \ `. e v CONTRACT PURCHASER SIGNATURE (DATE) 5 1 06 Page o I� LOT . A .r.r. I 0 �\ \ 47 I I 3 UAP — — �\ I I _ \ \ \ a _ _ �r - TMP 45-82A 31 '� -- -- --- \ LOT 24 \ N/F THIRD MESA LLC _ _ -- - W 3 '- ,�✓ \ \ \ \ DB 4841 PC 138 \ Conservation Plan Notes: 1 .ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR -__--------- w - RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY - _ N _ _ _ __-- -- ' - ---- --- EDESTRE.E S w W 1 \ LOT 2 \ THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING _ -_— 2 ASL --- - - - - — — _- -- 3 - � - —" : 5 i DEPARTMENT. o 2 L R ----- C R S W . PUBL�, W ;� W , __ < ) \ 1 � \ \ \ \\ \ / \ \ � 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF w � Q o N � w w "-- - - \ \ TREES TO BE PRESERVED AND PROTECTED. p o — 5 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORM WATER o N 1 LOT 26 1 MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL 2LSR u``. NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 2 ASL — — — — — — — I — — — — _ — �1 ' \ \ _ �I I TMP 45-81 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. L9 z QP 1 _ — / N/F THIRD MESA LLC ypp I DB 4841 PG 138 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. \ I I 111 LOT 31 \ il° ° I. j u i _ I 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS Ir— I I ` 11 II I BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. Z LOT 32 2'ASL \ I I I I CIO \ I I \ I I I LOT 33 I LOT 34 -i1• - - i- - \ 1 • • li` i III I I I iASL' LOT 2 I I 7 I I I I I �� 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS cei I LOT 35 II \\ II LOT II I, 1� I I I OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING CN LOT 39 I LOT 38 LOT 37 36 11 I_ SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL LOT 41 LOT 4o I \\ _ — 1 �` — ��I I I SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. LOT 42 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE - CY) 06 LOT I I PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR 28 I I SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. CVO _ — —��� r • r .n� I — — — — _ — — — — — — --�e • e it u 1 QP I I _�I 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 N J — — — — — — — — — — — — — — — — ...... . . ` BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND — — — — — — — — — — —�— — — — — — — — — — -- ��.r OPEN SPACEB r e r r . I� r ... ....�l I I_ j LOT2g I . , . . . . I I MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. W _ rI l .... ------------- — — — — — — —0.36 ACRES V I I 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION — OPEN SPACE HEREBY e e e N n r I I CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. DEDICATED TO THE HOA ` ' ` ` 2 QP �1 t — I — — I ` ` LU 06 .. MATCHLINE :.. ` :.... If eee ��I I I I I � SEE SHEET 20 ° 2 ASL I LOT 30 3 I I� I I OPEN SPACE A OL i Q Q TMP 45-86 ALBEMARLE SOCIETY FOR THE \ TMP 45-112F j I ::::::::.:......:::::::: ; : ; ; ; I / 1 _ _ _ _ _ _ _ _ _ I I ci.6i ACRES — _ — — _ -OP-EN-SPACE H€REBY - Cn Lij O J PREVENTION OF CRUELTY TO NFFOUNDATIONSLLC \ . ` ` ` r.re.e. 41 DEDICATED TO THE' OA • D E • �s-�---s�=s s I ,��// LL ANIMALS INC C O FOUNDATIONS CHILD DEVELOPMENT .. e , ` °°� ° `\' '��s all / \ S ss J DB 2096 PC III DB 2834 PC 1 ........:: / z I II \ I �X �I �11111�1 = v L VV` �\• � � e I QP �� SE�D SWM� - s... ITY a ` ; NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY w Z ERNST CONSERVATION SEEDS AT A RATE OF 6o LBS. PER ACR, �_ O Q \ r _v aLfi '��% :� �� :� OR 1 LB PER i,000 SF. O J w� 2ASL .�� e l (Y-e I f J . W ���� _ _— y \\\/�\/\\\��\�\j%.... e ` , ; \ , /\/>\/ � NOTE: 1. STREETTREES 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 w LLI �AVAjV�jVAjA\jam; may'. A\jA\/` \ \A/A\/�V��A ...... • � � rt /%/��//\✓\//V//V//\�fA/�//�/�-�' y � �� ` MAINTAINED AT, MATURE HEIGHT- THE TOPPING OF TREES IS PROHIBITED. SHRUBS . - o AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL 'v �' %_ � e e r e r e r e r . e• r e r• e . . e e . • • • • • • • • • - HEALTH OF THE PLANT. 3. TOTAL STREET FRONTAGE =z,gzo' _ / • • e P: - - - - - - _ _ -- — -- - - \ REQUIRED STREET TREES: 73 (1 TREE PER EVERY 40' OF STREET FRONTAGE) PROPOSED STREET TREES: 73 - NOTE: 1,zz5' OF STREET FRONTAGE ALONG EMPIRE STREET w -'1-- __ --- REQUIRED STREET TREES: 31 i to --- --- PROPOSED STREET TREES:31 NOTE: 895' OF STREET FRONTAGE ALONG SWEDE STREET CD_ _ _ REQUIRED STREET mmj Q 22 W ---'- - - `" PROPOSED STREET TREES: zz ffnn V M \ / C° — _ NOTE: 800' OF STREET FRONTAGE ALONG MARSAC STREET REQUIRED STREET TREES: zo PROPOSED STREET TREES: 20 0 C)W O N pRIV _ — -- BERKMAR D RIVE UTE s STATE No — — _ — — --'�-- ' _ — — GRAPHIC SCALE w p w w JOB 30 0 15 30 60 120 --// --/NO. 182152 SCALE 111 = 301 ( IN FEET ) . 1 inch = 30 ft. % SHEET NO. 19 C� z LLJ W Z c� Z w U) Z J J O 0 0 0 c 0 U rn rn X 0 0 O V) 0 U O U 0 0 s= T3 0 U V) C O U O 0 E 0 5 L O 0 0 0 Q L Q T 0 0 0 0 0 0 U 0- 0 0 0 0 U O L a 0 T 0 U 0 z Ld w Z 0 Z Ld In Z J J O C) 0 T 0 0- 0 Q 0 N U N 0 U O N U O Y) c 0 Y) U 0- 0 Y) I\ TMP 45-76A ESTES, ISABEL T DB 308 PG 386 TMP 45-76D BRANDT, JOHN E B DB 1628 PG 128 TMP 45 84 & 45 84A2 ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUELTY TO ANIMALS, INC OPEN SPA O, DB 2096 PG 111 / / / e-io ACRES TMP 45-76 3 LOT 6 OPEN SPACE HEREBY DICATED TO THE HOA! , r'�e � .. WEBER, LEWIS A LIVING TR ST DB 4�998 PG 441 �. __ TMP 45-76B OPEN SPACE-E _ JOHNSTON, JACOBA KAY LOTS V A / ` / 3 / / o.o8 ACRES DB 3677 PG 444 OPEN SPACE HEREBY v DEDICATED TO THE HOA 1 \/ LOT 4 i 3 1 A v v ...... :::..'� D0" 3QS ✓ zns r v ..�.r.re�e..... '�— T LOT 7 �6 dS9 ..... OPEN SPACE D� .. ./........ ::... / // s \ LOT 8 \ \ 0.32 ACRES �. .. /� . . . V \\ \ OPEN SPACE HEREBY �� e . . ... .... ..... r, e . DICATED TO THE HOA LOT .� 'zQs \ ---- ---- ---- ---- `���� OT3 I V A \ \ z ns LOT 10 v — �rl I ..........�r L�:�:�r� \ OT 2 ��` .......... . :: \ \ g s� \\ LOTH LOT i LOT 13 LOT 1 LOT 1 LOT ........ ��� �..... LOT1 r r r e �. 4. �. /OPENSPACEE I e . / .....: . �I :::: < < . < . :::.........�� 5 \ / o.o8 ACRES I I �� \ �. :::: . ... \ .. �`...... O - — — — - �`..`��.�:� �OPEN SPACE HEREBY I - � � � � � \ �.. r OPEN SPACE H EXISTING' TMP 45-75 WEBER, LEWIS A LIVING TRUST DB 4998 PG 433 0.43 ACRES CEMETARY ...... ... .. LOT — OPEN SPACE HEREBY - ::.. _ f � DEDICATED TO THE HOA 4 / 3 ` v XISTIN -- MET 3 �. e -. r-__r....r......r ........ r — s 2ASL� \\ . � 1 Ji s ,�� �v vv E A Y UAP I 1 LOT \ \ e e .�e 0 o, e :: \ E PIRE STREET LOT 2 LOT 52 \\ �� \�'_ — (4 pUB�IC LOT 2 v LOT Si TMP45-82 I I ........ �,` ... e _ LOT 2 \� \ NIF THIRD MESA, LLC ¢m I I I � r�` ...`*LSRer- -� �� \\ \ DB 5002 PG 606 LOT46 \\ \ ... \ LOT 50 I —I— ��— . ` . e .�'��;....... 4 UAP LOT 2 / 2LSR I LOT 4S II II I e PROPOSED RECREATION9 \ .. LOT 49 I I FIELD e �� OPOS � + OPEN SPACE LOT I I 0.35 ACRES + r .. \. 1` 31 I I 44 I I I e OPEN SPACE HER BY LOT 8 DEDICATED TO THE \ \ 4 , I a I I I-- TMP 45-86A e \ 1 1I I I II II I I 3 LSR ALBEMARLE �OCIETY FOR THE \ I LOT 43 I I I . 3 QS I 3 ASL \ \ \ PREVENTION 'OF CRUELTY TO \ \ 1 ANIMAL INC . �\ \ LOT 47 Y. .`I y i \ I —3 UAP _ DB 5108 G 549 / \ __---- -----J �__ r - _ � TMP 4S-82A . _ .I \ \ 1 ---- +s— % / \ LOT 24 N/F THIRD MESA LLC o \ � — — • • • � _ - -- -- _ - -_,- B 4841 PG 138 ------------ -- \ - N _ - - - - - - \ - z ASL I _ _ _ - -- - -- 5 EDE STREE _— w n - L \\ I \ LOT 2 w 5 2LSR 3 I II i LOT31 I I LOT 2 I ASL \ II I I I I LOT 33 3 1 :' { a,IsL I II I \ I I LOT Olt1 I IIII I I LOT 27 3II I LOT 36 I \ I I LOT 35 I 1 :.Ile \ LOT 41 LOT 4o LOT 39 II I LOT 38 LOT 37 \ LOT 42 . G _ - I I 14 I I I _LOT 28I I ---------- — e . , .. iQP OPENSPACE.Be LOT 2 I �..�. 6 ACRES o. 3 I r....r.r. ....... �� OPEN SPACEHEREBY�r....r. 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OF /EYE=3.5' 545 / 540 540 535 0\� P� 535 I PROPOSED GRADE (TYP.) 530 530 525 I 525 HT. OF OBJ.=3.5' 520 520 515 515 O 00 al ci al N rl M I� H I� N O a) al M 6 M M 00 Li, 00 � M al N M al H 00 O a) O Ln N N In al N ci O M In ''! N U L) N N In In N N Ln Ln N Ln In � M Ln Ln It M Ln In 't � Ln Ln Ln Ln Ln Ln Ln Ln Ln V) Ln In Ln In l0 Ln Ln Ln LD In 550 565 HT. OF OBJ.=3.5' \ 56o \ LINE OF SIGHT (TYP.) Gy�O r 555 550 \ \ EXISTING GRADE (TYP.) 545 HT. OF EYE=3.5' \ PROPOSED GRADE (TYP.) 540 s, y 535 ��<S> 1 80 530 1 5651 56o 555 1 550 1 545 1 540 1 535 1 530 1 525 525 \ HT. OF O BJ.=3.5' 520 \ 520 515 515 0 N 00 00 N a) I� a) lD O M O V1 Ql N N O 1p la H M 00 m l0 00 LD r, a) rl 00 lD N In I� In M In al Ln Ln M In Ln O M Ln N 00 N M ei N In l0 In In In Ln In In In Ln lfl In In M In N In N In rq In In 0+00 0+5o 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SWEDE ST (NORTH) & EMPIRE ST INTERSECTION SIGHT DISTANCE EXISTING GRADE (TYP.) 545 HT. OF OBJ.=3.5' 540 535 530 525 I 520 515 I s,CyTO rsT .2 1\ 1 I 545 540 535 530 \ \ 525 PROPOSED GRADE (TYP.)J \ 00 r a. N I� 0 Ln LO N It O � � M � N � ON N N Ln Ln Ln � Ln In Ln In Ln In 04 Ln 0+00 0+50 1+00 1+50 2+00 2+50 HT. OF EYE=3.5' 520 515 1 PRIVATE ENTRANCE & EMPIRE ST INTERSECTION SIGHT DISTANCE E VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 2^ 200 SWEDE ST (SOUTH) & EMPIRE ST INTERSECTION SIGHT DISTANCE LINE OF SIGHT (TYP.) HT. OF 570 5\/VS�ANCE;211 OBJ.=3.5' S70 XISTING GRADE (TYP.) / HT. OF 565 Q\S P j =j —EYE=3.5' 565 S�GN� PROPOSED GRADE (TYP.) 560 HT.OF 56o O BJ.=3.5' 555 555 Ln Ti M 00 O H O � O Ln n Lr) In +00 0+50 1+00 1+50 2+00 2+50 3+00 3+5 EMPIRE ST & MARSAC ST INTERSECTION SIGHT DISTANCE 5+50 565 565 56o / HT. OF 56o EYE=3.5 LINE OF SIGHT (TYP.) / 0 555 Cl / 555 EXISTING GRADE (TYP.) 550 PROPOSED GRADE (TYP.) 550 HT. OF 545 01131=3.1 540 1 M OM cn . M 0. M r•. 00 O N N In Ln In In Ln In In Ln LLn In In In In In Ln In 0+00 0+50 1+00 1+50 2+00 2+50 545 540 IMARSAC ST & SWEDE ST INTERSECTION SIGHT DISTANCE VT �� T �SC0TT R. COLLINS'� lu No. 35791 ,� ZONAL E� Z0 O J Q � O w m 0 Ln J 0 Q cn z Ww w 0 N LU O N Q M 0 0 0 d) M z N �N} V I ` w N J N "—IW Q ~ > ZD U) w oZS w J J J Q L.L > LU Lu0Q O ~ J w Q V zz z Q I� Q LL w" Lr) 0 LU LU O O _ Ul cnZ LU J V_ w w p U jw j Ce Q w 0 co O O N w F- LL o L„ a U) JOB NO. 182152 SCALE III _ 501 SHEET NO. 21