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HomeMy WebLinkAboutSUB202000021 Plan - Revision Road Plan and Comps. 2020-11-06rl GENERAL NOTES OWNER: DAILY SOUTH INVESTMENTS LLC PO BOX 1467 CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE SUITE 400 CHARLOTTESVILLE, VA 22902 ATTN: ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 05600-00-00-057B3 (DB.5122, PG.723) TOTAL AREA: 5.84 AC. ZONING: R-6 RESIDENTIAL, STANDARD LEVEL — CLUSTER DEVELOPMENT DENSITY.• ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT.• 6 DU/AC 5.84 ACRES x 6 UNITS / ACRE = 35 UNITS PROPOSED DENSITY: PROPOSED LOTS = 31 31 UNITS/ 5.84 AC. = 5.3 DU/AC. PROPOSED USE: 31 SINGLE FAMILY ATTACHED UNITS (TYPICAL NUMBER OF BEDROOMS FOR EACH UNIT SHALL BE (2) OR (3) BEDROOMS) OPEN SPACE: TOTAL OPEN SPACE PROPOSED = 1.622 AC (27.87.) TOTAL OPEN SPACE REQUIRED (251) = 1.46 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. OPEN SPACE A = 0.067 ACRES OPEN SPACE B = 0.092 ACRES OPEN SPACE C = 1.383 ACRES OPEN SPACE D = 0.055 ACRES OPEN SPACE E = 0.025 ACRES RECREA77ON AREA: TOTAL AREA PROVIDED = 37,950 SF (6,200 SF REQUIRED) 4,450 SF PROVIDED FOR ACTIVE RECREATIONAL TOT LOT. (MIN. TOT LOT SIZE = 2,000 SF) 33,500 SF PROVIDED FOR THE PRIMITIVE WALKING TRAIL AND PASSIVE RECREATIONAL AREA. SEE SHEET 3 FOR DETAILS ON THE ACTIVE AND PASSIVE RECREATIONAL AREAS. PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 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 NOTE: VILLA UNITS WILL BE 1-1/2 STORIES AND A MAXIMUM OF 25' IN HEIGHT SETBACKS: FRONT: MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) MAXIMUM — 25' MAXIMUM SETBACK SIDE: MINIMUM — 5 FEET, UNLESS THE BUILDING SHARES A COMMON WALL MAXIMUM — NONE BUILDING SEPARATION: 10 FEET, UNLESS THE BUILDING SHARES A COMMON WALL REAR: 20' MINIMUM AND NO MAXIMUM SUBDIVISION STREETS: CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT NONE TOPO & SURVEY. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2018. DATUM: NAD 83 EXISTING VEGETATION: LARGELY WOODED WITH SMALL OPEN SPACES & LIGHT UNDERBRUSH LIGHTING: NO LIGHTING IS PROPOSED PARKING: 2 OFF—STREET PARKING SPACES SHALL BE PROVIDED FOR EACH UNIT. ON —STREET PARKING SHALL BE PROVIDED WHERE INDICATED ON SITE PLAN. ONE GUEST PARKING SPACE IS REQUIRED FOR EVERY 4 UNITS. TOTAL UNITS = 31 UNITS/4 = 8 GUEST PARKING SPACES REQUIRED TOTAL ON STREET GUEST PARKING SPACES PROVIDED = 8 SPACES PHASING: THE PROJECT WILL BE COMPLETED IN ONE PHASE. THE EROSION & SEDIMENT CONTROL PLAN IS SEPARATED INTO TWO PHASES. BURIAL SITES: NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGATION OF THE SITE STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE RETAINING WALLS: A RETAINING WALL IS PROPOSED WITH THIS PLAN, SEE SHEET 5. IMPERVIOUS AREAS: Proposed Roadway 34,600 sf Proposed Sidewalk 9,425 sf Proposed Driveways 16,225 sf Proposed Residences 58,550 sf Proposed Emergency Access 9550 NOTES: " 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) THIS PROJECT IS NOT LOCATED WITHIN FLOOOPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 51003CO229D ADOPTED FEBRUARY 4, 2005. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VOOT AND ALBEMARLE COUNTY STANDARDS. 5) ITE TRIP GENERAT70N: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERAT70N MANUAL, 10TH EDI RON. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 31 DWELLING UNITS ADT RATE — 7.32 VPD PER DU = 227 ALIT (113.5 ENTER/113.5 EXIT) AM PEAK RATE — 0.46 VPH PER DU = 14 VPH (3 ENTER/11 EXIT) PM PEAK RATE — 0.56 VPH PER DU = 17 VPH (11 ENTER/6 EXIT) 6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE — EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 7) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDAT70N ZONE. 8) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT 9) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT FOOTHILL CROSSING PHASE V -FINAL ROAD PLAN SUB2020-00021 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA \ 1 / LOT 13 i LOT 12 LOT i1 \ LOT 10 I• �\ �\ `�\ \ �� `� \ LOTS - - LOT iS LOT LOT 16 J LOT 7 LOT 6 ' ' LOT 17 \ \ 7 � � LOTS LOT18 f` LOT19 LOT26 LOT y 11�- 1 ' _ — \ LOT 25. \ LOT 27 LOT 24 LOT 28 \ ` I LOTS �, _ LOT20 LOT23 LOT2 �; LOT21 i LOT - I L0T22 -- I, \ LOT3o I \\ TOAD C RIW - INDIGO ROAD LOT jl VAR. WDITH PUBLIC R/W — N'. CLAUDIUS "- CROZET PARK SHEET LAYOUT SCALE: 1" = 60' OVERALL ACREAGES TOTAL ACRES OF LOTS: 2.99 AC (51.27) TOTAL ACRES OF OPEN SPACE. • 1.62 AC (27.87.) TOTAL ACRES OF ROW 1.23 AC (21.09) GENERAL BUILDING DEPARTMENT NOTES: 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. LEG ROADS O EXISTING CULVERT 0 CULVERT 0 DROP INLET & STRUCTURE NO. CURB a CURB & GUTTER 0 PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH SITE VICINITY MAP SCALE: 1" = 2000' EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS zoo EXIS77NG CONTOUR zoo PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVA77ON FINAL ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 ROAD PROFILES 7 STORM PROFILES 8 SANITARY PROFILES 9 NOTES & DETAILS 10 SITE UTILITY DETAILS 11 LANDSCAPING PLAN 12 DRAINAGE AREA PLAN & CALCULATIONS 13 CULVERT PLAN TOTAL SHEETS 13 BASIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. C$LLINS� Lic. No. 035791 � 11/5/20 w� O�SI0 hTAi, E112 0 C:'':, 0 0 Q CD Ln O m � �k W N CD a) N W N z LU J J U) W L9 J z< W TIM z LULU U) LOU Q Q 1 LU W LU 0— 010-0 z O Cam!) U LL U J F1 0 0 G � w � x a � JOB NO. 112066 SCALE kS SHOVI SHEET NO. 1 SITE VICINITY MAP SCALE: 1" = 2000' EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS zoo EXIS77NG CONTOUR zoo PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVA77ON FINAL ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 ROAD PROFILES 7 STORM PROFILES 8 SANITARY PROFILES 9 NOTES & DETAILS 10 SITE UTILITY DETAILS 11 LANDSCAPING PLAN 12 DRAINAGE AREA PLAN & CALCULATIONS 13 CULVERT PLAN TOTAL SHEETS 13 BASIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. C$LLINS� Lic. No. 035791 � 11/5/20 w� O�SI0 hTAi, E112 0 C:'':, 0 0 Q CD Ln O m � �k W N CD a) N W N z LU J J U) W L9 J z< W TIM z LULU U) LOU Q Q 1 LU W LU 0— 010-0 z O Cam!) U LL U J F1 0 0 G � w � x a � JOB NO. 112066 SCALE kS SHOVI SHEET NO. 1 FINAL ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 ROAD PROFILES 7 STORM PROFILES 8 SANITARY PROFILES 9 NOTES & DETAILS 10 SITE UTILITY DETAILS 11 LANDSCAPING PLAN 12 DRAINAGE AREA PLAN & CALCULATIONS 13 CULVERT PLAN TOTAL SHEETS 13 BASIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. C$LLINS� Lic. No. 035791 � 11/5/20 w� O�SI0 hTAi, E112 0 C:'':, 0 0 Q CD Ln O m � �k W N CD a) N W N z LU J J U) W L9 J z< W TIM z LULU U) LOU Q Q 1 LU W LU 0— 010-0 z O Cam!) U LL U J F1 0 0 G � w � x a � JOB NO. 112066 SCALE kS SHOVI SHEET NO. 1 TOTAL SHEETS 13 BASIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. C$LLINS� Lic. No. 035791 � 11/5/20 w� O�SI0 hTAi, E112 0 C:'':, 0 0 Q CD Ln O m � �k W N CD a) N W N z LU J J U) W L9 J z< W TIM z LULU U) LOU Q Q 1 LU W LU 0— 010-0 z O Cam!) U LL U J F1 0 0 G � w � x a � JOB NO. 112066 SCALE kS SHOVI SHEET NO. 1 COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. C$LLINS� Lic. No. 035791 � 11/5/20 w� O�SI0 hTAi, E112 0 C:'':, 0 0 Q CD Ln O m � �k W N CD a) N W N z LU J J U) W L9 J z< W TIM z LULU U) LOU Q Q 1 LU W LU 0— 010-0 z O Cam!) U LL U J F1 0 0 G � w � x a � JOB NO. 112066 SCALE kS SHOVI SHEET NO. 1 �k W N CD a) N W N z LU J J U) W L9 J z< W TIM z LULU U) LOU Q Q 1 LU W LU 0— 010-0 z O Cam!) U LL U J F1 0 0 G � w � x a � JOB NO. 112066 SCALE kS SHOVI SHEET NO. 1 LEGEND: TMP: 05600-00-00-057DO OWNER: GLENBROOK LLC - - - - - I 1 - I \ I I I ACREAGE: 9.72 AC / ZONING: R-6 RESIDENTIAL L sl D.B./PG.' 5039/66- USE: RESIDENTIAL z yy EX. ACSA SANITARY SEWER IN20'ACSASANITARY ESMT - - - D.B. 1997, PG. 235 EXISTING LOT LINE - - - - _- \ 100' STREAM BUFFER \ - TMP: 056A2-04-00-000AO i EX MH PSV OS-17 \ OWNER_ PARKSIDE VILLAGE HOMEOWNERS y _ - - - - - ASSOCIATION, INC \ ACREAGE: 5.69 AC - - - -, ■ i \ D B�1PG.: 3205/6261DENTIAL ■ \ EX MH PSV OS-16 USE: OPEN SPACE FOR THE VILLAGE NEIGHBORHOOD ■ ■ - Iwo �� v _ OS 79' NO2"E 49.99' y I. r x" - .... \ •� \ ; \ - ------ - ----- -- ---- (--es,6A2_ga-oo-o0600•� / I - - - - \�\ I I PAKISI, RON 'LD & ALBERTA - \ _ "_ - >� T NZa $wM�A�'IER \ 0.1820 ACRES \ I _ - \ \ \\ / ` RAVED UNDER \➢ 1-ZONING:R-6�tESIDENTIAL �\ --_ / I - - _ - - \ \ �� WPQ2017-00020 v.- .rl A \\. I _ I f--os6nz '1_4'_0U=or7ee- I- -_ � _ _ - -� I- `�>s �� 1 � \ � \ \ \� � � •- �'. •� �: MURRAY; DENISE` - _ , �-VA - I A C V ' • _ - ` 0.1760 ACRES I _ice___ pI .... ZONING R-6 RESIDTIAEI y I I- - _ - - -:\\ \ - / t i �\ •� \ \i� �. \ \ •: i� z:� - 2643-PG�3_, I \\� I - ✓ \ \ \ . \ . I �' / I - 600 956A2- a-oo-o1wo - - -I BECK,056A2JUSTIN CH \ \ \ \ / r I BECK, JUSTIN CHA_ RLES DEAN W SCHOTT & I OR SARAH ANNE A s� _ - \ \ A �• ! •/ r / SANDRAIE HAUSMAN � � I 0.2150 ACRES�� 0.1850 ACRES it I ZONING: R=6 RESIDENTIAL � �\ P / ZONING: R-6 RESIDENTIAL � I D.B. 3640 PG. 282 � - - -�_ �� `. ) � \ l i• 'i�' r / I r 1 \ D.B4775PG 174 0500 OOA/' L056A2-04-00-01500 R HM N_NJAMINACANADY PARTNERS RLLLP O/KIRBY, PHI IPM0 1990 ARCS RESIDENTIAL L$RESIR .2390AZONIN B 07 PG.8 Z KIN & ENTIAL- ZONING: RRESIDENTIAL 69RESIDENTIAL 04-00-01400 056A2 VENTURA, ROBERTErR _7056A2-04-00-0000 D.B. 2229 PG 297 /- - EXISTING CREE\K / I �I I II II - - \ � OR KAREN A �I �� FR SHANK 1.�N G- 0.2270 ACRE ON ZONING: R- RESIDENTIAL r �" 'I 0.1740 AC ES- E- D.B. 2838 P 641 I I ZONINGa R-6 RGSIDBNT - i ' . I 05 - -.. 00 _ I I MOORS, RICHARD: � \ -- �.B. 295�PC. 115 - _... (- -/ OR OANA 0.1990 KASEN, SCOTTD J 056A2-0 0 00900�� \ \ -- - - /RESIDE- - ---00 056A2-04-00-0I I V 0-_ i ZONI924R-6NTIAL _ I ZONING:-R-6'.. - -- -- ,- w OR SA All F GOADHOUSE, STEPHEN - _ / \ \ \ \ \ \ \ \ - v 0.1980 CRES I it OR URSULA i- -U •RESIDENTIAL UX - \ SE. _ _ EXISTING - ` _ �, ...,� \ • - - - - - E ZO G. R-6 RESIDENTIAL I 0. 1760 ACRE v \ \ \ D.B.4 l I PG.263 '° I ZONING: R- RESIDENTIAL i - _ ' MANAGED \ �. \ �w\ \ \ OWNER: GLENBR O SLLI ` \= ----- - - ----- - II I 56A2- T - 300 SLOPES TMP 05 0 00 0 3551 P .086 _ I JONEs, BEND MARTIN v ♦ \ V A ACREAGE: �32 AC O K --- '� -- ZONING: R-6 RESIDENTIAL- --- RA (BROTH, EMII. I (}R 20 ACRES ETH `, \ \ \ \ \ �I _ - \ \ D.B./PG.: 5039/75 056Q2-04-00-OI000 _` _ I� 02L20 ACRES - / owAxHIDL,1DN THAN - z gg I I ZONING: R-6 RESIDENTIAL c, A �� A A USE: SINGLE FAMILY RESIDENTIAL OR ELIZABETH F a R ANDRE - G I II I . - D.B. 4369 PG. 199 V \ •v V A A 0.2170 ACRES .1750 ACR . i > i - - V A. V A BENCHMARK: ONING: R-6 RESIDENTIAL i z _ I -/" FUSE: RESIDENTIAL ' \ �� \ \ � EX MH PARKSH)EVIL-1-l4 � ZO : R-6 RES ENTIAL _ D.B. 25 3 PG. 177 D.B. 4479 PG. 396 - _ _�r I �- _ _ _ / - A in V A \v RIM=640' 056 - 0200 \ _O ` \\ \ NEW IN�33.7' BEASIIEY, ALBA - �` I1�W OUT=633.4' x 056A2 4 0G-0ttQ0 - - �' ,I I �- m OR PAMELA B �- I STRICK-LAND, JAMES KELLY 0.2120 ACRES I \, OR CARRIE T F' I ZONING R 6 RESIDENTIAL �0.2310ACRES I; I I D.B 2275 PG 096 A \\ ZDQIN IN50 PG.RE S�ENTIAL .� �I JI-U-SE-RESIDENTIAL A \\ � TMP. 05600-00-00-057133 100STREAM BUFFER y \ 056A2- 0-00100 OWNER: DAILY SOUTH INVESTMENTS LLC 1 JUSTIN F & KATHERINE r• \ " PICKRAL ACREAGE: 5.84 AC \ \ ZONING:�R-66 RESIDENTIAL ZONING: R-6 RESIDENTIAL \\ \ �D.B.48I .250 'D.B./PG.: 5122/723 .4oIvD/GOR lISE: SIDENTIAL tp� \1EASEMENARY SEWER \ nUg</CogO .. - D.B.1997,PG.235 TMP: 056A2-01-00-07200 RAH w \ OWNER: CLAUDIUS CROZET PARK, INC ACREAGE: 10:73 AC 0 A t \\ _ \ \ \ EXISTING LOT � � � i -�, � � \ ZONING: RURAL /-� D.B./PG.: 1536/408 a sue, EXISTING 12" DI WATERLINE �� - �-�� � - _ _ ;:\ EXISTING TREELIKE _r 1 - / \ _ _ _ _ 20' WATERLINE EASEMENT RESERVED FOR FUTURE EXTENSION D.B. 1974, PG. 456 AREA RESERVED FOR \ �� A MANAGED STEEP SLOPES EXISTING TREELINE - - - - - - - - - - 100'STREAMBUFFER ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ FUTURE PRIMITIVE CLASS B TYPE 1 TRAILWAY FOOTHILL CROSSING GREENWAY AREA GLENBROOK GREENWAY AREA e 3 4 Q�v ° ¢e 132 PUBLIC DEDICATION UPON 1 \ \ OWNER: G EONBROOK, LLC DEMAND BY THE COUNTY _ \� ACREAGE: 8.50;AC D.B. 1974, PG. 456 1 - , �, \ ZONING: R-6 RESIDENTIAL D.B./PG.: 5039/75 1 m \ USE: SINGLE FAMILY RESIDENTIAL 00 EXISTING CREEK) NOTES: �\ 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS BASED ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. 2. TOPOGRAPHY IS PROVIDED BY A COMBINATION OF ROUDABUSH, GALE & ASSOCIATES AND LOUISA AERIAL SURVEYS IN JANUARY OF 2007. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN DECEMBER OF 2018. 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED STEEP SLOPES ARE LABELED. 4. A 100' WPO STREAM BUFFER IS SHOWN. Lic. No. 035791,E 11/5/20w` ,tiS10NAL E�GN z z w O Z) O U c� z In m w ,,AA Vl � O 0 Z Z O ¢ Q z Om u ^� U � o Q W In J � z O / > .. a LY m ce IM 0 0 0 0 tV N N N Fw• 0 o m� v�i ti ('') i CY) N N O N w \N z LU J J U) w L9 z Q wU Lu Y Tim z LIJ LU 0 0 N TMP: 056A2-01-00-072A0 OWNER: CLAUDIUS CROZET PARK, INC ACREAGE: 11.67 AC \�. N52" 02' 18"W 30.65 lN49° 19''58"E 22.09' - - - - - - - ZONING: RURAL _` � \ u D.B./PG.: 1536/408 w 0 USE: PUBLIC PARK i GRAPHICSCALE- In JOB NO. A 12066 R P 1 P: 00-00-00-05500 : \ ` . 50 ° s so °a z°° SCALE -1 OWNER: CO TY OF ALBEMARZE C/O 50 \ \, 0 FINANC DMINISTRATIQN RM 149 1 { II I ACREAGE: 2.19 AC IN FEET) - SHEET NO. ZONING: R-4 RESIDEN \ 1 inch = 50 ft. 1 D.B./PG.: 2397/431 r� r N IS THE AREA LOCATED WITHIN THE STREAM \ \ ` \ / LOT LOT BUILDABLE 3/1G' 5TEEL PLATE WELDED TO POST d GROUND SMOOTH NOTE: THE PASSIVE RECREATION AREA (331500 - \ EXISTING POND APPROVED UNDER WP0201700020 \ //� NUMBER AREA SF AREA(SF)TH 0F \ \ 1 4,200 2,904 2-1/2' DIA_ GALVANIZED PROPOSED BUFFER AND OUTSIDE OF THE PROPOSED L TS \�S \ \ \ ` FUTURE PROPOSED ROAD IMPROVEMENTS. ALL I' / 2 3,339 2,534 p �2� STEEL POST. PAINTED WITH g BENCH AND EMERGENCY ACCESS ROAD \\ \ FUTURE IMPROVMENTS TO INCORPORATE EMERGENCY 3 3,360 2,560 2 GOATS OF PRIMER 1„� \\ ` ACCESS ROADCONNECTION.� III q 3,785 2,g6gSCOTT R. LLINS AND INSIGNIA YELLOW Ng9, y1' \ \ ` \ I III II I \ 5 3,784 2,464 U Lic. No. 035791,E 3/4' DIA. STEEL PIN W/ HEAD O PROPOSED PASSIVE \ Y/I Ai7 - EXISTING STREAM \� \ � 6 3,360 2,560 .o�o'�� 11/5/20 t�4 z W/ 3/8' DIA- HOLE FOR RECREATION \ �/ \ \� 7 3,784 2,464 sSIONAL ECG w LOGK \ FINISH SURFACE CN I CO / 33,500A5F `S�'6<S \ \\ \ \ ` \� \ \ 8 3,784 2,464 w \ 9 3,360 2,560 10 ry NOTE: THE PRIMITIVE PATHWAY SHALL TIE-INTO J \\ \ \\ `� .� 10 5,555 3,544 w F \ EMERGENCY ACCESS DESIGN /� 4� THE PAVED EMERGENCYCESS ROAD / \ \ \\ ,/ z PEDESTRIAN & BICYCLE PAT AY FOR AN ACCESS \ WEIGHT BEARING CAPACITY �� / 11 6,891 4,476 J 3' DIA- GALVANIZED ° "11 / \ SHALL BE 85,000 LBS �� \ �' 12 3,617 2,814 w z z o i9 CONNECTION ACROSS THE EEK AND TIE-IN \ \ \ _ j/ w O C) STEEL PIPE SLEEVE o CONNECTION TO THE FUTURE DEVELOPMENT \ \ = ✓ 13 4,957 3,411 E � CPAINT ABOVE GROUND . • " I PROPOSED PRIMITIVE \ \ \ �'� _ g o PORTION SAME AS POSTS \ a TRAILWAY(TYPJ ...� \ 14 4,565 3,052 O f EXISTING ioo' \ SEE DETAIL, SHEET g / \ ` \ -� \ -- zo' ASPHALT 15 3,186 2,382 z z CONCRETE FOOTING I STREAM BUFFER �\ \ \ ,� EMERGENCY ACCESS AND 16 5,331 3,760 0 3/1G' STEEL PLATE WELDED - T I �� EMERGENCY ACCESS DESIGN \ \ _ - ICYCLE/PEDESTRIAN ACCESS. o O z c TO SLEEVE 12" WEIGHT BEARING CAPACITY \ _ \� 17 5,407 3,885 O u O a; / 3ti / �o� SHALL BE 85,000 LBS \ \ __ �- \ SEE DETAIL, SHEET g i \ DB.5420, PG.586 18 3,267 2,463 ¢ NOTE- DRILL A 13/1G- DIA. HOLE THRU \ ` \ \ \ `` 19 3,736 2,405 w Ln 0 BOTH THE POST AND SLEEVE FOR �// LOT 13 �\ \ \ \ ACCESS ROAD TO BE EXTENDED /A p m u' x B PLACEMENT. I \ /\/\ 20 3,278 2,341 V� ¢ o O n \ TO CURRENT TERMINATION POINT OF �'O \ zs' MAX SETBACK \ \ \ PARK RIDGE DRIVE WITHIN GLENBROOK 22 4,187 2,783 Z O ¢ z m w NOTE: SEE THIS SHEET AND SHEET 5 FOR LOCATIONS O \ z a BOLLARDS ALONG THE EMERGENCY ACCESS ROAD I / \ \ \ PHASE I UNTIL ROADWAY INFRASTRUCTUR 23 5,920 4,510 a G 2. g I / LOT 12 \ FOR FUTURE FOOTHILLS PHASES ARE COMPLETE. O f d m O PARKING SIGN \ 24 3,485 2,669 u ¢ p z w I ` \ ® \ i SEE SHEET 5 FOR ADDITIONAL NOTES AND DETAILS N 6' LANDSCAPING & PROPOSED 2o' ASPHALT \ ® \ ON THE EMERGENCY ACCESS ROAD 25 5,196 3,306 �/� o w O o 1 I MAINTENANCE EASEMENT PROPOSED EMERGENCY ACCESS AND \ s \\ 26 6,080 3,943 V/ z ¢ p u z C 12' ) / \ BENCH BICYCLE/PEDESTRIAN ACCESS \ H O w o / LOT 11 �\� \ \ 27 3,636 2,831 Ln z ¢ _j SEE DETAIL, SHEET g ® \ > ¢ 16' �OA RNR00 / I / PROPOSED PRIMITIVE, \ \ ` 28 6,508 4,106 w I- O o CH / FRONT SETBACK 37 u 20' TIO' S' \ NOTE: PRIMITIVE TRAILWAY TO CONNECT 29 5,595 3,598 m n N DE 10 --- TRAILWAY(TYP.) \ S \ TO ASPHALT PATHWAY AND CONCRETE m 16' \ I \ REMOVABLE BOLLARDS COMPATIBLE LOCATED WITH \ \ SIDEWALK, COMPLETING A WALKING 30 3,633 2,828 w N 0 VILLA UNIT / ' � ° WITH KNOX BOX LOCKING SYSTEM FOR 33,500 SF PASSIVE \ \ LOOP THROUGH THE DEVELOPMENT 31 5,134 3,390 � ou o FIRE RESCUE TO BE INSTALLED TO RECREATION AREA. \ \ VILLA UNIT TYPE J € ` PREVENT VEHICULAR ACCESS BUTSTILL SEE DETAIL, SHEET \ \AS SHOWN. ` NOTES: p z Z TYPE A p x ALLOW ACCESS FOR EMERGENCY VEHICLES. \ \ S \ ` 1. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE N LL o `�, roy - SEE DETAIL THIS SHEET \ MANAGED IN ACCORDANCE WITH THE ALBEMARLE 03 0 m a PROPOSED \ OPEN / \\ \ ` COUNTY WATER PROTECTION ORDINANCE. m m N 0 , \ 2. IN ACCORDANCE WITH CURRENT COUNTY CODE IF (n D w a I / oY CG-6 CURB � � ♦ SPACE C / PROPOSED VAR. WIDTH ACCESS, � \ , / RAINAGE & SWM \ THE DEMARCATED AREA FOR THE CONCRETE O o 0 in CONCRETE PROPOSED R/W (1.383 AC) - / ' z z o G x CG-qD (TYP)�I 7 FACILITY EASEMENT \ \ ` BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT O GARAGE 11 PROPOSED VAR. WIDTH DRIVEWAY ASPHALT PAVEMENT \ \� \ FALLS WITHIN THE REAR YARD SETBACK, IT MAY wm Ln GARAGE 20. x21' m - ONLY BE DEVELOPED AS A PATIO. NOTE DECKS AND 5 ACCESS EASEMENT o' I I LOT 10 I I \ SEE SHEET g FOR PAVEMENT DETAIL & GRAVEL PATHWAY AND \ �\ ` m °ry 2o.5'xz1' 11' 21' - 48' COVERED PORCHES MAY EXTEND 4' INTO THE REAR / 1o' ACESS EASEMENT FOR \ o 21, \ (; `� I 105 ^, YARD SETBACK. / LOT 17+ \. / / ACCESS TO THE SWM FACILITY ` 3. RETAINING WALLS GREATER THAN YIN HEIGHT I x ^7� 't ` AND PROPOSED RECREATION AREA. SEE DETAIL, SHEET 9 \ \ REQUIRE A SEPARATE BUILDING PERMIT. WALLS w N N N Co a \\ NO PARKING SIG zg. / l �o), i / \ rj EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ¢ M M co \ E N_ / \ ENGINEER DESIGN. o p 18' WIDE > ..: ° / \� ` o~o A DRIVEWAY zo' REAR YARD I LOT 9 I / ` N \ \ 4. ALL WATERLINES, SEWER LINES, AND FIRE LINES ^T MINIMUM SETBACK (TYP.) 1 /ee \ FROM THE MAIN TO THE STRUCTURE MUST HAVE A ZF I I 105, I w h� ,��,a _ LOT 15 ! / \\,\®\_ \\ \ ` VISUAL INSPECTION PERFORMED BY THE BUILDING P/L I� tig �/ ,99, // \ V DEPARTMENT. v TYPICAL UNIT LAYOUT W/ DRIVEWAY - I / / '' a \ \s \ (N.T.S.) - (f L9 h + r PROPOSED 5' SIDEWALK / \� - \�! o PROPOSED BLACK VINYL S\ ` O LOT 16 / / PROPOSED CONCRETE HAIN-LINK FENCE \ \ SANITARYTIE-IN TO MANHOLE XISTING > ' I LOT 8 PROPOSED6' \ N \ \ I PLANTING STRIP \ ` o MIN. HEIGHT= 4z" \ \ PROPOSED CENTRAL / PATIO (TYP.) S \ \ \ m o 1 I �N- _ MAIL KIOSK / S• / W AS PHALT PATHWAY AND \ \ ` � 3 io' ACE55 EASEMENT FOR \ \ v S ACCESS TO THE PROPOSED VAR. WIDTH ACCESS \ ` N / PROPOSED RECREATION AREA. \ \ EXISTING 100' . n ` DRAINAGE &SWM \ Z o SPACED SEE SHEET g FOR PAVEMENT DETAIL FACILITY EASEMENT \ \\ ` STREAM BUFFER I I LOT ] °' J II (O.o55 AC)A_ �� PROPOSED BLACK VINYL / \ \ PROPOSED TOT LOT C I I lo5' I I CHAIN -LINK FENCE I \ SEE DETAILS, SHEET10 - MIN. HEIGHT=42" \\ PROPOSED I 1 m N d �I Lo s LOT 17 �\ SWM FACILITY 3 i I YI LOT 6 I Za % I sa o \\ \s\ \ W Q O o Q FIGFIC i I C EA O s 1 I rI 105 Iw. N� I \ PROPOSED RETAINING WALL �` �� I Iw 1oZ SEE DESIGN SHEETS 3z s'6 \ \ \ w PROPOSED VARIABLE WIDTH �- PROPOSED STREET /� °o I N- t,5 \ �' NOTE: ALL BUILDABLE AREAS \ \ ` J I o s TREES (TYP.) + LOT 18 \ \ 42 SHALL BE LOCATED OUTSIDE OF \ \ _ j m I RETAINING WALL IQI ' I I MAINTENANCE EASEMENT 1 LOT h ' N \ THE EXISTING STREAM BUFFER \ \ > > o ACROSS LOTS 1-10 0 5 I �1 PROPOSED RECREATION AREA WITH \ � \ 1 3ti MULCH GROUNDCOVER (4,450 SF) ` \ \ U) 9 - 9P.) X . 102 I w / / \ \ \ SEPARATION „ / \ \\\ \� \ \ ` I- V / z o - G SEpATION h r. \ s z I '�� - - I-_BN_ �I�c 11 LOT 19 ``° eP�� v LOT Z6 vvv ��� O0 Z �7'YARD /q \ d I I LOT L} l SETBACK (TYP.) I / RSA\ LOT 2 ®\\ Q 3 I I _ s' - P LOT Z �o ,- \ \ W �mI x 5 \ ` \o CY m- - DIN�PA _ / 5 LOT 28 \ \ _ a ' RA \ \ 111 I-- U� TI I LOT 2 \ FUTUREGREENWAYAREATOBE\ \ U 7 v m DRIVEWAY ASPHALT PAVEMENT 105 I J 1�UI� 4 \ ` DEDICATED TO ALBEMARLE COUNTY \ S i z (n _p 1 I I SEE SHEET - �> 1 Z I(.i� � x I �, � / WITH GLENBROOK AT FOOTHILLS 0 I N \ \ I I IN U) °- LOT Zo LOT Z3 �' / 1 / OPEN ` PHASE III SUBDIVISION \\\ // W v, E LOT 3 I -h SPACE B V) 25 PROPOSED 5' SIDEWALK / / (0.092 AC) ` (P \ \\ ) O o 105, o _ m� \ i 2 10' BUILDING SEPARATION \ / (n CD o 107 w\ \ 5 FRONT SETBACK / ,/�` \ _82 - a�9 \ ce z 0, u w \ f ' I 1 J 1 I LOT 2 N I LOT Z1 / y lo\ / w J PROPOSED VARIABLE WIDTH W I I o /, O'p w RETAINING WALL I I 6' a C O DCTYP I ` o z I MAINTENANCE EASEMENT N I I 1o3 I zo x II \LANDSCAPING& 9 ( ) yI OT 29 I (n J z8o' SIGHT DISTANCE ACROSS LOTS 1-10 O EIP-E/P , 2 0 MAINTENANCE EASEMENT o I IS SHEET 6 FOR SIGHT \ DB._PG. DISTANCE INFORMATION I a ° v I LOT 22 \ N 0 116' \ ° I LOT 1 a I STREETSIGN(TYP.) PROPOSED I y�ko ` Lu 0 STOP SIGN TYP. o i = n (TYP.) PROPOSED a 1 p�y A O PARKING SIGN RIGHT-OF-WAY - N O o EXISTINGR/W I _ 4 CG-6CURB - LOT 30 mV LL � n NO PARKING SIG b - - - yh $O DRIVEWAY ASPHALT PAVEMENT v 86' � � � • - A -- - - - - - - -- x Mai � SEE SHEET g FOR PAVEMENT DETAIL Q % PROPO D SIGHT 121' _ ` \ x - XISTING LOT LINE \ O x x- P g' (N 5 �CG-u (TYP.) / OPEN ` \\\ O N PROPOSED (TYP.) 16+00 3� 25'R 11+00 INDIGO ROAD NOPARKINGSIG 12+00 a-o LL - 1 +o0 14+00 CG-1z(TYP.) 6 - o I�,HT DISTANCE=z80' 3 _ INDIGO ROAD a 15+0o ROPOSED CG-6 (TYP.) LOT 31 SPACE A ° LFO PUBLIC R/W " a M PROPOSED SPEED VAK. WDITH PUBLIC R + -ry a-m U m ` Og. -„ N_ w w w w - f x W LL LIMIT SIGN ' w w F \ E 22 E U 5 U -Oo _ N L w 330' FROM C/L INTERS�CI ION TO-fNDIG0RO-AD - - -- - - - �PEN o -.- -- z5' MAX SETBACK � � a � & CRANBERRY LANE GRAPHIC SCALE NO PARKING SIG SPACE E ` 1os No. (0.025 AC) 3o g5 112066 30 0 15 30 60 120 o EXISTING ASPHALT O PARKING SIGN 6' LANDSCAPING & p2 4g'� SCALE PEDESTIAN WALKWAY CLAD D I U S 5'ASPHALT MAINTENANCE EASEMENT Ny2 ` 111 _ 3Q1 0 CROZET ATHWAYTOCONNECTTO a IN FEET ) EXISTING PEDESTIAN WALKWAY / SHEET No. I inch = 30 ft.. PARK � 3 \ 1 egg �1, ® • • • W Qg 99 Np2 AQ 13 � / I I I I I N I NOTE: THE WATER MAIN SHALL BE RESTRAINED WITH GRIPPER TH 1 \ \\ GASKETS UPSTREAM AND DOWNSTREAM OF THE 45' BEND AT OF F THE END OF CRIMSON STREET. �SCOTT R. LLINS \ \ \ FU Lic. No. 035791,E 11/5/20 EXISTING STREAM-Z \\ \\ ` ��SSIONALCD ECG` w S36o \ \\ \ z z 2. \ w /\ \ w z z 0 / \ f w O \ 0 \ \ EXISTING 8" � � � a EXISTING1oo' \ \ SANITARY SEWER ` _ Q N /// U STREAM BUFFER EXISTING zo' SANITARY \ ®� \ z zz. SEWER EASEMENT \ \ \\ ` O O z c I I / I ' ( LO6 / ) I SMT co j PROPOSED 6"-45° BE LOT 12 FFE=66533 GAR-665.00 LOT si / � I \ / / / TW=666 FFE=665.33 BW=666 GAR=665.00 LOT 10 FFE=666.00 TW=67o In II GAR=665.67 BW=668 LOT 9 _ - FFE=666.67 I� I GAR=666.33 I TW-674 BW=66g TW=676 BW=670 o, UI - a I I TW=678 II BW=67z 1 TW_ I I - BW= W -- \ z ¢ 3 \ Ln \ � p � Ln LOT 1 \ PROPOSED SWM o o 5 \ \ ACCESSPATH p w x FFE=664.33 \ \ A Q Q Q °' LOO BSMT=65y.. \\ ` \ \.-, \ \ \ ` O �¢---•• Z (n w s FFE=66433 ` ' / \ \ \ \ \ ` a G g g ¢ SMT=6541 \�\ ` � \ \ \ \ \-� \ \ \ ` ` O Ln u O Q Q 3 T Z PROPOSED TYPE A \ \ PROPOSED z0' \ \ h\ \ s \ \ Z Q LL F o 65 a 3 BLOW -OFF & V6 LVE \ MH3 SANITARY - \ \ ` O E o p w o SEWER EASEMENT \� \ \\ Ln z ¢ � -65513 5y.0o ` \ ' \ \ OFFSITE SEWER MAIN CONNECTION / > rr ¢ 0 Lu FROM FOOTHILL CROSSING II INTO W G Q o MH PAR KSIDEVIL-1-14 (SHOWN m \\ \ \\ `FOR ACSA REVIEW PURPOSES ONLY) LU O= o y 4W* J Z z \ N w o ND \ o P x \ \� \ \ S \ .(n. w o OPEN / \ ' \\ =M W SPACE C / / \ \..' \ ` p o 6z. 7 66 .60 �,� (1.- 8- AC) _ / \ \ \ \ o , ! ao �VA � � A\ �� x\VLU 66�.o0•� 5.4q 663-58 - . 4$ I 663.58 � MHz o PROPOSED 8" �� / �\ SANITARY SEWER \ ' 3 LOT � 4 x ' 66$.58 GAR 66395 / `\ \ \ m v�i E MH4 x %3go 66y'z5 F��66T A7 A\ AR=563.58 / A �7 A \, PARKSIDEVIL-1-14L9 F�E4T5B18 / \ \ N ' / j S\\ TIE-IN TO EXISTING ` dD PROPOSED FIRE �. ° x GAR=664-z5 �� V - V' / A / � \ SANITARY SEWER MANHOLE > HYDRANTASSEMBLY 6"x6" TEE \ / \ �\ �' \ / \\\ REPLACE EXISTING LID WITH ` EXISTING 100' M ° G.V. \ + \ \ ` / / ! \\ WATERTIGHT FRAME AND COVER ` STREAM BUFFER 0 I I �OPER1�__ N 66,.i, LOT 8 ' SPACE ADC FFE=667.50 / Ll \Nt < GAR-66 i Z ao I PROPOSED WATER 6 7? x I \ ` \\ d\ ` CN `o II. sERVICE(TYP.) I{ r \ PROPOSED �+5 �\\ / LFE 51 SWM FACILITY R=i / SEWER EASEMENT \ CCVV 0 -6 FkQ6ss7 II GAR=668..50 ` 6644 \ \ ` Q 0 66.8 { 6ffff I I, C EA S�70n \ \\ s\\ \ O o LOT zo 1 I o Lu 66ki47 670I ° FFE=67o.83 I \ i \ \ � \ \ \ \ \ ` J 1 0 LC �.z7 N T GAR=67o. MH6 i \ \ \\ \ J \\\ > o CJ AR- 9.83 3 NOTE: ALL BUILDABLE AREAS LOT rj I ' / \ SHALL BE LOCATED OUTSIDE OF, \ (n w -0c 5p� j `6°h 67 .83 LOT121 I I � / THE EXISTING STREAM BUFFER \\ ' \\ ` Lu I� s FFE=67a.5o �{ I � 3 I GAR=67i.27 L < o { LET a I \ ` \ \ O c \ \ \ \'t�• \ T -o ". �. LOT Q 3-1 \\ \\ \\ \\\ Q Imo- o LOT 28 BSMT '' _ {,z ° 67 .5o FFE 67 8 22 \ BSMT=649za IF EO659 6 G= J I W 67{I .GAR=6 z. ° I FFE=6 4 ac�nr-54g.88 \ ®\ -L. J v 1 � 59�58 PR PO' \ \ \ \ p735°I G�.96 I PR , -- EASEMENT l BETWEEN II _ - PEN LOT 4 LOT 27 LO11,-,AND26 ACE` PROPOSED SANITARY z lm FFEr66o.z5 SP \ Ff(o.ogz AC\1- N G.LATERAL (TYP.) GAR=659:92 6 N\ Np0 \ \\ \ \ UL�u VZI� D nco❑> � 06Ti.�6 LOT23 OPOSED 6"DIP6725 GAR=66i.25 R67z.gz ��,// FFE=673.83 �- o i.z °WATERLINE -\I , ,,;'J \co ul LL c� GAR=673.50 _ � 9 i 6599z 8.z '. ; / •;. \ � / � II " 5 � U w I' 6 6 5776 PROPOSED 6"-45° BEND / / w z J LOT 2L} 661:2 f �" 65787 z-5o0 b5917 FF S�o .J2 / w J z BSMT=64g.63 FFE=6 73. 38 1J' 1 I -'I� 1114 I GAR=673.50. �I •'x \� �'� �� 11 °� 'sg-i7 LOT 33 Y , - - 0 II I PROPOSED FIRE � / L_ a 11+0o INDIGO ROAD 4o PUBLIC R/W w w w w w w w w TW=678 I \ \ �5 65 6i 59.5o � o HYDRANTASSEMBLY 5 � (�� •� \ \ BSMT \ BW=67y I LOT 1 8"x6"TEE II i6% 57z.z5 WQ72..595 \ / 658.7z. k0p 8z '� BSMT 6 fi / y 49. 3 I w O 67 63 GAR=6 z.z \ y� x I _ y O a FFE=673.83 8"x6"REDUCER z 7 5_ / PROPOSEDTYPEA ` n I GAR=673.50 1-6 GIV. --�- .i I- BLOW -OFF & VALVE I ` - y y Ly y y 1 L LL o n J o I (�T 658 P65 I788/o 659.83 "FFE=66ob� I <N x PRO8' S .PROPOS BSMT=65o.z9 �! a xx SI DISTANCE=z8 ` y \ O POSED x t v DIP WATERLINE , 658. ED 6" DIP C� a y6 0/ 659.n WATERLINE OPEN0 N 14+00 658:ZJ3-' =o J I Y y y SIGHT DISTANCE=?8o INDIGO ROA 15+00 W a.9% / 660.5o LOT 35 SPACE o _ ( 7 ) r T - - o - - - FFE=66a.83 0.06 AC ` y " y v c W_ W +00 VAR. WDITH PUBL C R o -� �� W x x x/ BSMT=650.96 tog x W W W W W W__ W PROPOSED FIRE -` g 5B 2 U -x x x HYDRANTASSEMBLY ����Ag" 1 °o - - - - - x x w F- _ 8'x6"TEE - - - - - 70° 2' 11 5 Q$E:j 8"x6" REDUCER - : -- - " w 31o' FROM C/L INTERSECTION TO I DIGO ROAD ` O o - i -._ 1-6" G.V. l a u=i REMOVE 1z PLUG & CRANBERRY LANE PROPOSED 8"x8" TEE SPACE E / JOB No. PROPOSED8" GRAPHIC SCALE TIE-IN PROP 8 D I. WATERLINE DIP WATERLINE AND (z) 8" G.V. (0.025 AC) 3065 / 112066 ^ INTO EXISTING 12" D.I. WATERLINE ROPOSEDARV ATINTERSECTION sb 0 15 so so tzo N1 c WITH NEW 12"X8" REDUCER C LA U D I U S 52o p218 / SCALE ii i N / 1 = 30 0 CROZET ( IN hF ET ) ( - SHEET NO. � N PARK nch = 30 ft ` 4 / ,5 EXISTING PO�PP\ ED I N I R `W��Ozoi7lool o / PROPOSED PASSIVE NATURAL \ I MATCHLINE - SEE THIS SHEET TH OF RECREATION AREA NO CLEARING ' \ CREATE THE PASSIVE RECREATION AREA �� \ FUTURE PROPOSED °VO �� OR GRADING IS NECESSARY TO V_ _ ----- I IW n - .�� _. SCOTT R. LLINSZ ROAD IMPROVEMENTS _ �-D Lic. No. 035791,E NOTE: THE EMERGENCY ACCESS ROAD AS SHOWN ON THIS 0p 11/5/20 �4 \ y I1 \ \ PLAN SHALL BE CONSTRUCTED TO THE LOCATION AT O� WHICH THE CURRENT PARK RIDGE DRIVE HAS BEEN SSIoxaL EgG x APPROVED, BONDED, AND CONSTRUCTED. BASED ON CURRENT CONDITIONS THE EMERGENCY ACCESS ROAD SHALL BE CONSTRUCTED TO THE BOUNDARY LINE OF THE PROPOSED �4?43g, \ \ �' \ = GLENBROOK PHASE I SUBDIVISION, AS SHOWN ON THIS z PRIMITIVE \ \ - LU PLAN SHEET. IF PARK RIDGE DRIVE IS EXTENDED WITH ANY w z -- � I TRAILWAv / \ \ \ OF THE OTHER ROAD PLANS, THEN THE BOLLARDS SHALL 0 o f BE RELOCATED TO THE TERMINATION OF THE ROADWAY, U o \ ONLY AFTER THE ROAD PLANS ARE APPROVED AND z i I ° I \ BONDED, ANDTHE ROADWAY IS CONSTRUCTED. 00 o z C7 U 0 LU C G R `�L, 1�y1 R T _ LOT 313 \ `` \ ` ACCESS ROAD E/\1 II✓I 1 REMOVABLEOX LOCKINGARDS SYSTEM �`\'\ 0 0 W WITH EINSTALLED NST LLEDTO FOR Q OQ O FIRERESCUEVEHICULAR ACCESS DUT - Z PREVENT VEHICULAR ACCESS BUT STILL - O Q z In i I GAR=66 00 \ Jt 11 1 ALLOW ACCESS FOR EMERGENCY VEHICLES.--- \ Z in \ - 3. ♦ SCALE: 1 =80 Z g g I _ � g SEE DETAIL, THIS SHEET v- -_ O � � � / LOT'12 ♦ - I FFE 664.00 ` - r / �/ - / U COLn Ln C Of 0 / GAR=663.67 ' s - - ` ./ / i /i- _ \ Vl 0 Q LL_ Q ~ E o I.L. W J Eb3.0Q\\ MH PROPOSED zo' \ r , m z LOT 11 \ ° PUBIC DRAINAGE L - FFE=664.67 EASEMENT GEDRNE , - LU VO o / _ ��- \ \ GAR=65y.33 6z.73 �_\ GLENLu BROOK PHASE I RIGHT s \ PPRKR\� E m = Z OF WAY PLATTED WITH wo w N � i "RECORD PLAT DB. 20 PG. - - W u a 33 o \ - 5 7, 55 b 3 z I4� _ ` PROPOSED A - O Z PRIMITIVE L v�i o TRAILWAY \� s \ FOOTHILLS II RIGHT OF WAY J `I I I I I L Q OPEN PROPOSED VAR. WIDTH ' PLATTED WITH RECORD' \ I T- CO L SPACEC &SwMACSTORM CESS ASIEMENT %� NAGE \' \ PLAT DB.5o39, PG.66" z a o - - _ - x .50 ` (1.383 A 66) \ o q - ^ 11\ .. :.. .. Ul LOT to ;f -\ f 6bz.8o \ 1 66.00 0'�a :- ` - NOTE: THE REMOVAL BOLLARDS SHALL BE INSTALLED AT EENDOF wTHE EXISTING CONSTRUCTED PARK RIDGE DRIVE WITHIN GLENBROOK FFE 66 66 ° \ - - --- / 533 § Y, PHASE I, AS SHOWN. IF PARK RIDGE DRIVE IS EXTENDED, THE / I K / LOT 1Lt \ \ REMOVABLE BOLLARDSWILL BE RELOCATEDTOTHE NEW o 0 0 0 TW=666 GAR-665.00 II 6� 95 \ \ \ \ \ CLASS I RIP RAP OUTFALL �� TERMINATION POINT OF THE PUBLIC ROAD IMPROVEMENTS. AS FUTUR �: L rV fV fV fV 5 �Z --_ _ S _ ) FFE 673.13 1 ` \ \ _ _ ` _ ROAD INFRASTRUCTURE IMPROVEMENTS ARE COMPLETED, I� 00 Ln BW=666 ° 67rJ 47 GAR=66z.8o j �' \ \ - \ V L-60' W-12' D-2' WITH BOLLARDS SHALL BE RELOCATED TO THE NEW TERMINATION POINT OF t - Ic Qp M M 6b x / , GEO-TEXTILEUNDERLAYMENT THE PUBLIC ROAD IMPROVEMENTS. LOT b656, 5 s�FFE=\ GAR �66567 MH4 LOT 1rj '\\\ ��\V PROPOSEDE / / A"""��� pj�i��i ICI ��. o BW=668 666. 1 66 / x ,° x "�664114 FFE 66G3.8o A \ \ \ ASEMEN� / / / J' - - ""'� LOCATION ONLY INSTALL AIF PARLE R RIDGE DRIVELLARDS IND THE __ -J � - J LI: 7347 \ \ N / \' XPA\SIDEVIL i 14 FUTUREPROPOSED ROAD IMPROVEMENTS ARE COMPLETED. THE REMOVABLE BOLLARDS SHALL BE COMPATIBLE PROPOSED lo' PRIVATE I I LOT 8 *n� \ \ I WITH KNOX BOX LOCKING SYSTEM FOR DRAINAGE EASEMENT �- \\ \ LOT r 1Fj \ ' / S p FIRERESCUEVEHICULAR ACCESS BUT / / / \ `\ N i / j j - -ALLOW ACCESS FOR EMERGENCY STILL r FFE=66 .6 _ a` ` i GAR=..666.33. x I \ \ GA 6b4.14 / J � •� A N . \ � \ / / / / \\ _ SEE DE AC, THIS S R EMERGENCY VEHICLES. I \ \ -- 447 / / \ / / / // / -- SEE DETAIL, THIS SHEET 3. --- I - "� C6 1 i BW=669- `c --'- SPA E D\ z J LOT ] 55 AC) _ FFE=668.33 I_ _ � \ 1 _ ^ � ---' - CN GAR=668.0o x x. \ � \ o \ s \ \ `.� \ / \ \� � � ; / /, - I' Bw67oo \\ \\ ' // MATCHLINE / N FFE-s % TH SHEET LOT 6 fi691� a I I LO,T7 31I L. \\9 - / f - SEE ISS �v / /' r N 933Q �s° \ FFE=66g.67 II ^ 4 GAR-670.00 - �� � � �'°� V 1 �� �� ��� / � � / 0 Z r GAR=66 670.00 I \` \ \ 7 FUTURE PROPOSED r T 933 66 66 r PROPOSED VAR. WIDTH \ a ' F ROAD IMPROVEMENTS r / Q BW=6�8 I I _ _ _ PUBLIC STORM DRAINAGE 1 \ \ J 1 J 1 I I 1670.67 I6 N� � 1 % &SWM ACCESS EASEMI NT N :d 9 67o.67 LOT 18 \ \ ` LU I �^ LOT 5 bb5 FFE=671.00 ' FFE=671.00 670,.1 -' GAR=67o.67 / '�' PROPOSED VAR. WIDTH �:. \ �, EXISTING CREEK s • \ - = I / y \ UBLIC STORM DRAINAGE �s W w GAR-67o.67 , , 1 f PROPOSED io & SWM ACCESS EASEMENT \ ` v J Q TWx 67$ x . / j/ RIVATE DRAINAGE ��� \ \ y �. \ 0 Q z BW=6 4 �G I . Wo \'I �� 67 1 EASEMENT T 26 \ \ s J = Q I p 9 r LOT � , PROPOSED io' .I 11 � b7�.33 I LOT fi � �/ \ � 6 \ \ RIVATE DRAINAGE _ - I EASEMENT GAR=671.33- I PROPOSED 20' PUBLIC ` BSMT5648 80 LOT 27 / �, ` r \\ \ Q 1 673.0o I .o x 1� DRAINAGE EASEMENT LOT 25 \ FFE=658.67 LOT 4.. FFE=65933 \ \ BSMT=648.So LOT 28 \` \ \' _ _ - y U V(� FFE=6 GAR=6 oo I I GAR=673300 II x L LOT 2 /+ \ \ �- FFE=65933 \ ` \ \ \ S ')- 1 FFE=66o.33 \\ ,. 65�33 BSMT=6yg.y I II \ GAR=66o.o0 67367 .. I 67 I .LOT 20 I LOT 2 / C,.. EN ` \\ I x I 3 b g.oD f 65e33 A E B LOT 3 b.8 I- (n I FFE=66i.oa -� - FFE=674.00 I II 2 AC) �, GAR=b7z.67 \ GAR=Gba.67 ��o � / GAR=673.67 x (- b7z.671 a i x 6579 x� RBI \ 65g.00 / \� NOS \ �y. J �,� O PROPOSED I I 671135 660.00 68 - �, \� I L.L RETAINING WALL *ul \ s 65 � - I- U 0 - \ I 673. 7 I .4 671116� 67§.67 LOT 21\o V LW J LOT 2% n/ FFE=673.00 ----FFE'674.00 MHS. GAR=67z.6715 ✓ I -.: . F1 �I GAR=673.67 15x 7I:o16I 63.7 57ki 659 04 FFE=65933IPROPOSED zo'PUBLIC 7 OT 29 TW=678 DRAINAGE EASEMENT 6s 58 BSMT=649:46 EXISTING loo' BW=674 STREAM BUFFER LLO 6 33 LOT 22 LOT1 T+ FFE=671.57 OVERLAND RELIEF PATH FFE=674.0o I - - - - --- I .GAR=671.33 - FOR INLET #1zIFIT GAR=673.67 BECOMES CLOGGED LOT 30 Q _ - VE ME 5 3 OR O RWHEL D � FFE=66o.00 I BSMT-6 0.1 - - TIE PROPOSED CD-i INTO x EP Y 5 _ \ 0 CD *` CD PROPOSED UD-4 y byo, 660 oEP 16 ° i // 60.33 OPEN N ? iz+oo -- 3+00 34+00 +00 . 659 s z6% LOT 31 SPACE x FFE-66o.6 _ -- ---- - .8o I \ W W - W W W ° W� - - - ° °gyaE220g W- W 1 W J u 0 LU cn - - - - - - - - - - -TIE PROPOSED CD-i INTO- - _ 65 OPEN ---- - JOB NO. PROPOSEDUD-4 SPACEE GRAPHIC ,SCALE \ 112066 (o.o25 AC) 30 0 15 30 60 120 'SoF15 SCALE / Nye i" 30' -- - --- - ---- ---- - - --_. - - ( IN FEET ) - SHEET NO. I inch = 30 ft. 5 685 o PVI STA:13+75.00 w H PVI ELEV: 675.79 Z N K:14.67 to LVC:140.00 J 0 00 HIGH PT. STA;13+z4.z1 O w L., 1� HIGH PTELEV:675.00 68o 00 v m - H l7 o w = z .Hi v > °° Lu 0 Q aq z ¢ Ln FILL (95%COMPACTION (75 ------------------PROPOSED ARV - -- — 670 665 e 655 65o 645 i.3% 3i5 �--- 3.5' PROPOSED 8"J D.I. WATERLINE PROPOSED VDOT STD. REMOVE 12" PLUG TIE-IN PROP. 8" D.I. WATERLINE INTO EX. 12" D.I. WATERLINE INSTALL i2"X8" REDUCER z z Lu w a a o 0 D q 0- zLL Z71 . X u w c Oi � c Z c Lu Ia PROPOSED 8"x8" TEE AND (z) 8" G.V. AT INTERSECTION 3. 0 0 + ~ u j w Lu Ol ID w > > m PVI STA:15+5z.00 PVI ELEV: 661.22 K: 3z.o8 LVC: 200.00 O N O N N Ol H Lu u u > > w EXISTING GRADE w �3% � \ PROPOSED GRADE -z.00i FIRE HYDRANT ASSEMBLY 00 8"x6" TEE PROPOSED 6" Fr4 8"x6"REDUCER D.I. WATERLINE Lu & 1-6" G.V. ir w 6" 45' BEND J Ln w 0 TYPE A BLOW OFF y WITH 6" G.V. O_ chi V MAX. CUL-DE-SAC GRADE=2% G Lic. No. 035791 03/30/20 i;. V/ Z ZLn U) m 0W U Ln Z w wz V/ z O g `H (n / > w W Llj Z � a N cHi n l0 W n lP n lP l0 n lP n n lD 0 M lD H n l0 `y' w O n lP � l0 01 n W l0 n w 0 M l0 N n ko P7 LO It w ID aM n lP N LO M l0 co lO O W n lP lP l0 M w w W l0 I Q rli M \ N O m M 10+00 10+50 11+00 11+So 12+00 12+50 13+00 13+50 14+00 14+50 INDIGO ROAD 25 MPH DESIGN SPEED NO ItS: 1. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM THE STORMWATER MANAGEMENT POND SHALL REMAIN RCP PIPES. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN NIL & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT STD SL-I SAFETY SLAB REQUIRED ON ALL STORM STRUCTURES GREATER THAN 12' DEEP. 9. VDOT STD ST-1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. VERTICAL SCALE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 0 �5 50 100 ( IN FEET ) 1 inch = 50 ft. 200 15+00 15+50 16+oo r,r\r% _... -.-. P\/I CTA. ,,r nn 10+00 10+50 11+00 11+50 12+00 12+50 CRIMSON STREET 25 MPH DESIGN SPEED 16+50 13+00 17+00 13+50 17+50 14+00 L7 z w w z L9 w cr> m N 4 M N C] (n N N Lu J J_ U) LLJ J Q U i Lu U) Lu Lu U) H W Q C� CD C) N Lu F� Q z I --I LL. 1 w ��Lu V J / LL Q 0 2 � O z � �V)�/� V/ 0 ry" U J J r-I O LL 0 w a JOB NO. 112066 SCALE AS NOTED I EXISTING GRADE 675 STR-18 VDOT STD. DI-313B (L=8') RIM:665.88 INV IN:656.79 FROM STR-20 INV IN:658.47 FROM STR-22 670 INV OUT:656.69 TO STR-16 STR-22 VDOT STD. DI-313 (L=12') RIM:664.83 INV IN:66o.13 FROM STR-36 665 INV OUT:658.88 TO STR-18 PROPOSED W PF OPOSED GRP E E WATERLINE CROSSING ggL (TYP.) O---------- HDPE 47�97 @ 0.79% 655 M co Cq m cq 00 r a w �D kD IDw 10+00 10+50 11+00 STR22 - STR18 • EXISTING GRADE 680 STR-24 - - VDOT STD. MH RI M:668.07 INV IN:663.00 FROM STR-26 INV IN:66i.6i FROM STR-28 675 INV OUT:661.51 TO STR-16 STR-26 VDOT STD. DI-313 (L=4") PROPOSED GRADE RIM:672.03 INV OUT:666.8o O STR-24 670 i /-HGL (TYP.) 665 191061 5 00/0 15 � k• $p.4� 000) k ID 'o 10+00 10+50 11+00 ISTR26-STR24 675 STR-8 VDOT STD. MH 51 4 RIM:661.32 VDOT STD. MH EXISTING GRADE INV IN:652.10 FROM STR-12 RIM:662.01 INV IN:65337 FROM STR-lo I V:N:649:73FROMSTR-Fi - INV OUT:651.00 TO STR-6 / NV N:655.go FROM STR-16 - 670 / INV OUT:649.63 TO STR-2 STR-6 STR-io VDOT STD. MH \ VDOT STD. DI-3B6 (L=8') RIM:666.44 �IM:66 6 FROM INV IN:650.6o FM STR-8 27 / INV OUT:650.5oTO STR-4 INV OUT:653-53.6S FROM ST-8 INV OUT:653�55 TO STR-8 665 STR-2 STR-14 VDOT SYD. MH VDOT STD. DI-3B R IM:657.75 RI M:66o.76 INV N:649-44 FROM STR-4 INV OUT:653.86 T STR-10 IN OUT:648.44 TO OUT PROPOSED GRADE 66o VDOT STD. EW-155 ENDWALL W/ RIPRAP OUTFALL CLASS I RIP RAP OUTFALL L=60', W=12', D=2' WITH GEO-TEXTILE UNDERLAYMENT 645 24" HDPE 27.1g 1.23 m 00 O ID O Ln w STR-16 VDOT STD. MH RIM:66S.46 INV IN:656.5o FROM STR-18 INV IN:66o.00 FROM STR-24 INV OUT:656.4oTO STR-4 HGL(TYP 136.09, Oa 0.550A 24" HDPE 28.36' Oa o.6o0/6 0) N m It M O1 Ol N 00 D LD lD W %D ID w �D 62.01' Qa o.600/0 0 lD 00 cOi 00 l~O m N Ln n tD W ko 0 kD w PROPOSED 8" VA LINE CROSSING \_1S" HDPE 29.93' Oa o.6o% 15" HDPE 25.70' Qa o.6o% 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50. STR14 - OUT STR-24 VDOT STD. MH RIM:668.07 INV IN:663.00 FROM STR-26 EXISTING GRADE INV IN661.61 FROM STR-28 INV OUT:661.Si TO STR-16 68o STR-28 \ VDOT STD. DI-313 (L=12') STR-28B / RIM:669.88 VDOT STD. DI-3C (L=8') INV IN:663.00 FROM STR-34 RIM:671.31 675 INV IN:663.00 B \ INV OUT:666.0o TO STR-28 INV OUT 66z.90 TSTR 24OO 70 /[PROPOSED GRADE n � Y PRO SED 6" HGL (TYP.) 665 WAT CRO NGE - ------- ----------------15' HDPz - - 060/0 ),1 660 NAPE i5 46% 48.44 o 15� 164/0 53.19 655 Cl r. N m . ,Ny } N . 0) 1. �. N r � OOD W 00 wl lD 'D ID lD ID N N `0 `D w 10 W i I 10+00 10+50 11+00 11+50 12+00 12+SO 13+00 STR28B - STR16 STR-8 670 VDOT STD. MH RIM:661.3z INV IN:651.10 FROM STR-12 'NV IN:65337 FROM STR-io I0 OUT:65i.00 TO STR-6 665 EXISTING GRADE STR-22 VDOT STD. DI-3C (I RIM:65735 INV OUT:651.75 TO 66o PROPOSED GRADE PROPOSED 655 WATER SERVICE CROSSINGS HGL ( F 1P. 1.2' 1.1' 65o 15" HDPE 123.84' @ 0.51% °N° L 00 'p ^ m 00 �D �y 'D ul k00 Ln A ID kD 10r' kD LO 10+00 10+50 11+00 11+50 STR12 - STR 8 •i• VDOT STD. MH RIM: 5. INV IN:656.go FROM STR-18 iNV IN:66o.00FROM STR-24 675 STR-4 INV OUT:656.40,TO STR-4 DOT STD. MH \ RIM:662.01 - STR-18 INV IN:649-7 3 FROM STR-6 , VDOT STD DI-3BB (L-8') INV IN:65S.9 FROM STR-16 RIM:665.88\� INV OUT:6 9.6,3�O STR-2 INV IN:656.79 F$OM STR-20 ll7� INV IN:658.47 FROM STR-22 INV OUT:656.69 To\ T -16 NOTES: 1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 3. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 665 PROPOSED \� GRADE � 660 HGL (TYP.)-\1.6'1 11.2' STR-20 VDOTSTD.DI-3 (L=6') RIM:662.25 INV OUT:657.46 O STR-i8 655 v- 121.11' Oa 0.540/0 �2eHDPE 15" HDPE 78.98' Oa o.6o% 28.03' Oe 0.59% 1• LOT 16J LOT 15 SAN. LAT. SAN. LAT. 65o CROSSING CROSSING 645 N ,y It O O n m N Vl w 10 �D 10+00 10+50 11+00 11+50 12+00 12+50 STRzo - STR4 VERTICAL SCALE 5 n vs 5 10 IN FEET 1 inch = 5 ft. HORIZONTAL SCALE 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft SCOTT/R. C193.LN: Lie. No. 035791 03/30/20 � Z�- o++ F z ; O m. U J O ¢ a i z w 0 Z Z F�1 0 : N D- Lu g w Ww Ln Zi ce LL r 00 w N N ~ M O CD M tN m 0 z 0', ti CM Cn z N M J N Lu W� N I--i WN �.%) Q J w z z J I --I J LL i W > W LuW ZQ 2 � W Y (� O w z �- u) ul U) � w O ZLu U ~ ,J W _ 0 O O ® o LL N u u U w O L w a v=i JOB NO. 112066 SCALE AS NOTED SHEET NO. 7 570 MH1 RIM:645.19 f INV IN:637.5o FROM MHz / INV IN:6 ' 37�So FROM MH6 / 665 INV IN:637.5o FROM MH7 , INV ODT.637 3o TOEX ParksideVil-1-14 / MH6 EXISTING GRADE / RIM:658.28 66o INV OUT:653.00TO MHi f / PRO aOSED GRADE, 655 I 65o r / 645 ' oQ�p 640 635 N m m m n 0 S mk6 00 tD 10+00 1o+so 11+00 11+50 MH6 - MHi. MH1 RIM:645-19 INV IN:637.5o FROM MHz rINV IN:637.5o FROM MH6 I INV IN:637.5o FROM MH7 65o INV OUT:6;7.;o TO EX ParksideVi 645 EXISTING GRADE 640 Lr- 8" SDR z6 PVC 635 3-64.88' Qa o.61% m �) � Oq kD D D i 10+00 10+50 11+00 11+50 MH7 -MHZ 12+00 MH7 RIM:641.84 INV OUT638.5o TO 12+00 585 68o ------------ / `MH5 / RIM:672.2S / INV OUT:662.5o TO MH4 675 RI M:66i.8o INV IN:646.3o FROM MH4 INV OUT:646.1oTO MHz / i MH4 RIM:664.83 �- 670 L INV IN:657.5o FROM MHS / INV OUT;657.3o TO MH3 PROPOSED GRADE 665 , /PROPOSED 660 MHz WATERLINE RIM:649.8o CROSSINGS INV IN:641.00 FROM MH3 og MHi INV OUT:640.8o TO MHi / 3z g 30 z EX PARKSIDEVIL-1-14 RIM:645.19 655 REPLACE EXISTING LID WITH INV IN:637.5o FROM MHz EXISTING GRADE WATERTIGHT FRAME & COVER FINV IN:637.5o FROM MH6 RIM:640.00 INV IN:637.So FROM MH7 / yy INV IN: 633.6o (FROM INV OUT:637.3o TO EX ParksideVil-1-14 , FOOTHILL II %1) f INV IN.633.6o FROM MHi INV OUT: 633-4o TO EX MH Q I° 650 19 , 645 / SWM POND ✓ OUTFALL 17�+00 640 INV:64o.4z // / 1 z' i P`1C 1•$z% 181•�5 635 8085 @3 410 630 N of Ol 3' LD rl N t+l N CO n N Vl m °D N '� tD N m lD N Ol m � m 00 .t W N � '{ ^ D7 n O O O O O m ~ O `t O H 00 N Il H W 00 O7 00 Ol N Dl S m W 0 n ry to H �p '1 ^ N N N O Q1 M O^ lO ID W lDD lD w 3 to `^ lD D lD `^ w `D `D lO w `D w � `D �ID W D lO D 10+00 1o+so 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo MHS - EX PV-1-ZLf NOTES: 1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 3. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURINC THE CONSTRUCTION PROCESS 16+5o 17+00 5 50 17+50 18+00 18+So 19+00 VERTICAL SCALE 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 0 25 50 100 ( IN FEET j 1 inch = 50 ft. 20 SCOTT7R. C193.LN: Lie. No. 035791 03/30/20 � Z � o-++ F z ; o m �D„ 4 J O ¢ a i � z w 0 : Z Z H O g i N D- > Lu g w Ww 1n ce LL i 0 0 ~ M O N M Lu ti m CD z CD Q N ctM J N Lu W� � H W N UI Q J w z z J I --I J LL 1 W W >L9 J LLI LL O V) O ZQ W" �Q W z z ul U) w 0 Lu ~ ,J W = 0 0 O 0 O N u F- U F w i1J o w 200 a JOB NO. 112066 SCALE AS NOTED SHEET NO. 8 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH 7HE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCAT70NS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADDIT70NAL GUARDRAIL MAY BE REQUIRED AT LOCAT70NS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECT70NS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CO-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. THE LATEST EDIT70N OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA7ONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA7ISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF THE SUBGRADE. DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA7ONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 7HE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T.- 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, Il, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Crimson Street 161 0 161 5 5 8.07 SM-9.5 1.5 2.25 BM-25 3 2,15 21B 5 0.6 12.83 Indigo Road 227 0 227 5 5 9.27 SM-9.5 1.5 2.25 BM-25 3 2.15 21B 5 0.6 12.83 EXIST. GROUND EXIST. GROUND NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP R� PER 3' CLEAR ZONE REQUIREMENT CG-6 3• CURB & GUTTER I CLEAT R ZONE I 2% 2X PLANTING STRIP C/L POINT OF CG-6 FINISHED GRADE CURB & GUTTER 31 4SURFACE CLEAR I"I 2X 2X - 6' PLANTING a- 0, STRIP R1W 5' IMDE CONCRETE SIDEWALK I I \ I 57pJE `SUBBASE S7aVE I VAR. 13A BA WIDTH z 13' 13' (TRAVEL LANE, (IRA IVEL LANE) 1 30' F/C VAR. WDTH ROW TYPICAL NAI0HBORHO0,0 STREET SECTION (V-4R. WIIITh' R)Y) INDIGO ROAD (PUBLIC ROAD) CS-SSAR RESIDENTIAL & fIfIXED USE S&WDIVISION STREET D.ETSICN SPEED. 25 AIPh' PARXING #PITH BU50z-OUTS fig :z20' SPACES) 'NOTE: UD-4 UNDERDRAINS ARE REQUIRED WH N THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD R/W 5' WIDE CONCRETE I SIDEWALK 4" WOT 21A STONE BASE NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3• CLEAR ZONE REQUIREMENT CI CG-6 3' CURB & GUTTER CLEAj R ZONE 2X 2X PLAN77NC - "• STRIP POINT OF CG-6 FINISHED GRADE CURB & GUTTER 3' CLEAT R ZONE SURFACE 2X 2% 6' PLAIV77NG S7RlP - SUBBASE s'r1 A B2Af 6 4" VDOT 21A STONE BASE RIW 5' WIDE CONCRETE SIDEWALK I \ I 2X l I 70, 10' EL LANE) (TRAVFI IANE) 24' Ff0-F/C 49 TYPICAL NEICHBORHOOD STREET SECTION (49 ' R/TYJ CRIffSON STREET (PUBLIC ROADS) CS-SSAR RESIDENTIAL & ffIXED USE SUBOIIVISION STREET DESIGN SPEED. 25 MPH PARKING 07TB BUd(P-OUTS f49'z2O' SPACESMj 'NOTE UD-4 UNDERDRAINS APE REQUIRED WH N THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD nnnnnnnnnnnnnnnnnnnnnnnnnnnnnn __ , . • . 111111111111111111111111111111 r / -I A I A'I • • • - (VARIABLE WIDTH) BUILDING OFFICIAL NOTE: 4" CONIC. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE %y / INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4" 21-A STONE BASE CONCRETE SIDEWALK Asphalt Pavement Restoration Detail for Open Cut Utility Installations MITI & resurface"•" SawtA existing pavement / to the full depth of asphaR N 12 mIa / Hsphalt Concrete Surface klatpnal` �6- min. /f &CRd'aN Concrete Base. Type- 1.5' min. Aggregate Base Material. Type 10' min. Size No. 21A w 213 12'Benrh Min. NOTES: ` Asphalt Comcete Surface Material SM-9.5A forADT, 10,000 SM-950 fOTAOT a 10.000 The d sbict administrators designee shall detemne the restoration requirements forotherpavement types. Trench width and pipe bedding shall be in accordance with VDOT Sid PEA xxW 12 Inches minimumbeyondthe edge of the trench on longitudinal open cuts, or 25 feetminlmum beyond the trench centerline on perpendlculx open cats, or as detemlined by the district administrator's designee. Date: August 27, 2014 Mill & resurface"`" 12' min. 7.5'total asphalt \ conaete pavement \ depth or equal to the depth of existng asphaltconciete, whicilever is greater Sub -base cours a depth shall be 10• or a qua, to depth of existing sub -base, -+II whicheveris greater Bench Horizontal and vertical surfaces shall be tacked with RC-250 liquid Min. asphaltata rateof 0-1 gallonpef SY, or as detemtined bythe dlstnd administrators designee Select MaterialType 1 wRh minimum CBR= 30 Class] baddill material in accordance wfth Seta on 302 of the Road and Bntlge Specifications \ No. 26 or 27 aggregate pipe bedding in accordancewith Sections 205 & 302 of the Road and Bdtlge Spedficatlons Not to Seale uD-4-4 NO SCALE OEOTEXTILE DR44AGE FROM (OVERLAP V-0- AT TOP) PAVOWNT MA7ERW S .:i. L40E PAVED SHOULDER SECTION UP TO ELBOV PIPE S PETRF, PRIMARY DIRECTION OF WATER FLOWFLOW 4W ELBOW CONNECTION 45- WYE CONNECTION r-G' MA OUTLET PPE NO SCALE 2" SM-9.5 SURFACE C 8" 21-A BASE COUF COMPACTEI SUBGRADE ASPHALT PAVING - EMERGENCY ACCESS ROAD NO SCALE & PEDESTRIAN/BICYCLE PATHWAY, & TOT LOT/SWM ACCESS PATHWAY UDE"MN SHALL BE CENTERED UNDER CURB AND GUTTER WOTEXTILE DRAINAGE FABRIC .l:2;. (OVERLAP r-0" AT TOP) i'1 SEE NOTE I� t •57 M.OnEGRE. Ma 4' PIPE A[NHEGATE OR CRUSHED CLASS IEETNG •B GRADATION REQUIREMENT. PAY LINTS FOR OUTLET BEEGINTWITH 45- ELBOW CURB AND GUTTER SECTION EP 011ATED ^Est S' STANDARD PAVEMENT EDGEDRAIN 1EE 240 ROAD AND BRIDGE TDARIADS SHEET 1 OF 2 REVISION DATE 258 08,04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 7G F LOT,. C;6�P50O / LOTu1 R. LLIN �, •°°e+ `, o. 035791 6/02/20 -- • V / LOT v.`� \. ♦+ \\ NAL E LOT \\ w1v LoT/ �4 0 EXIST. GROUND \♦♦ N I ,+ EXIST. GROUND LOT I -;i I G c � � LOT aS \ LOT aB Lorz - N 4 LL -I - LOT T II / Loran Lar a3 / ` z C II -- II. LOT N C X: .I LOT - yy�_ I - LOT az I J t?OIL \ - I `�,` ---;aNDI4ORGFP 27 ADT '�---- wencar>r - - -- - -INDIGO ROAD a1�_ sf - LorSz-- I �s„� U .�. u - 66 AOT / 2, z E F�1 o g U) a e TRIP GENERATION CALCULATIONS TRIP GENERATION W TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) SCALE: 1" = 100' a z 31 TOWNHOUSE UNITS (INCLUDES FUTURE) - CODE 220 ADT: 227 VPD (113.5 ENTER / 113.5 EXIT) o Exisr. cROUN AM PEAK: 14 VPH (3 ENTER / 11 EXIT) �- PM PEAK: 17 VPH (11 ENTER / 6 EXIT) EXIST. GROUND ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND NOTE: CONCRETE CG-12 RAMPS SHALL HAVE A MAXIMUM OF 2% CROSS -SLOPE. 3-4" HARDWOOD '."i"{*yy`".,•,,s, MULCH OR 2" STONE DUST ' �� �//�/ /�� �/� /N/ \�� D COMPACTED SUBGRADE PEDESTRIAN TRAIL NOTES: G. THE PEDESTRIAN WALKING TRAIL IS PRIMITIVE TRAIL SHALL BE CONSTRUCTED TO THE"PRIMITIVE TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL SECTION 7 .H. z. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED WITH REGARD FOR THE EXISTING NATURAL FEATURES. 3. THE TRAIL SHALL BE S'MIN. IN WIDTH WITH A SURFACE OF3-4" HARDWOOD MULCH OR 2" STONE DUST.. 2" STONE DUSTTO BE USED WITHIN ACCESS EASEMENT ON THE LOTS. 2" SM-9.5 SURFACE C 8" 21-A BASE COUF COMPACTEE SUBGRADE ASPHAL I I-r'lvnvv - uRl vr_yym ) NO SCALE VDOT #21A TOP COAT VDOT 23 STONE - BASE OURSE 0 0 STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED a o m EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER `1 i CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 00 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. f� 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS ///. co 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NNE 10. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A N VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 4 co NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: N i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. W C:) ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. N iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE W Q MATERIALS. > iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND LU APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. z J J_ v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, > PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE 0 PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. LU vi. CONSTRUCTION OF PAVEMENT INCLUDING DEPTH AND DENSITY UPON COMPLETION AS PART OF THE FINAL INSPECTION. sm \\N M \9 \ vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE O �f >, - COMPACTED �'\�jf\'"ice', SUBGRADE GRAVEL ACCESS ROAD TO SWAP FACILITY PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. Q viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT = NO SCALE THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. (� CC-12 NOTE, COMPONENTS OF CURB RAMPS CONSIST OF TIE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS) GENERAL NOTES) CURB WHEN REQUIRED (CG-2 OR CG•3 IN LINEAR FEET( DETECTABLE WARNING SURFACE (AREA N SQUARE YARDS) t. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM MD SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP, DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAVP 121 MAX THE REQUIREMENTS OF THE SPECAL PROVISON FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPRGVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOUTHICALLY WITH RAMP q• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. R RAMP FLOOR IS PRECAST•HOLES MUST BE PROVIDED FOR DOWEL EMS SO THAT ADJOINING FLARED SIDES CAN BE CAST INPLACE AFTER PLACEMENT OF 101 MAN PRECAST RAP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. RWURED EMS ARE TO EE NO.5 X B" PLACED YCENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, NO -DEPTH Of RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE LOVER 1%'. 6. CURB / CARE AND GUTTER SLOPE TRANSITONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR C(RB / CURB AND GUTTER.` 5'MN 7. CURB PIMPS ARE TO SE LOCATED AS SHOWN ON THE RAPS OR AS DIRECTED 121f T BY TIE ENGINEER. THEY ARE 10 BE PROVIDED AT NTERSELilONS WHEREVER 12;1 MAX ` AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEIDI CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES. FEE HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE. FIRM AND SLP RESISTANT PATH COMECTING ALL v "� ACCESSIBLE ELEMENTS Or A FACILITY THAT CAN BE APPROACHED. ENTERED ,y,���r�' AND USED BY PEDESTRIANS. �����' e. RAMPS MAY BE PLACED ON RAW& OR TMGENTI& SECTIONS PROVIOED THAT f THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12n MA% ,{. THAT THE SLOPE AT THE CONNECTION Or THE CURB OPENING IS �.r PE"FMD1CULAR TO THE CURB. 51 MIN XX XTF 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICMNOT ACCOMMODATE THE TURNING WOUIMMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. REFER TO STMDARD CO-13. COMMERCIAL ENTRANCE (HEAVY 4' MN AT X , 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. T EDGE OF PAVEMENT 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH. \ AT X X . SAME AS TOP OF CURB THE MNIWM WIDTH SHALL BE THE WIDTH OF THE SHINED USE PATH. 11.TYPE C . WHEN ONLY ONE CURB RAMP $ PROwDED FOR TWO CROSSINGS COMM&% PARALLEL & PERPENDICULAR A 4'• 4-LADING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'. 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME jn CURB AT ENTRMMS OR STREET CONNECTIONS THE DETECTABLE � WARNING SURFAFE SHALL HAVE A FACTORY RADIUS OR BE FIELD D 01 O O O z -MODIFED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. A 0000 0 0 00000 O o 0 0 0 0 O O O O O O O 7 LANDING PIMP + 6 00000000 0 000000 to p o 0 00 0 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O P O O .� o 0000000 00000 �50%- LOF BASE DIAMETER O 0000000 O 000000 �P DETECTABLE WARNING o AT BACK OF CURB-1.4" I _ VARIABLE FULL WIDTH OF RAF FLOOR _ SEE NOTE 12. BASE GAME I LIMITS TRUNCATED DOME PAY DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL CIFICATION XV CG-12 DETECTABLE WARNING SURFACE BREREFERENCE ROM AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) Os 20305 07/15 VIRGINIA OEPMTWNT OF TRANSPORTATION 502 SUBBASE sUBGRIDE SEE NOTE 1- SHOULDER T AGGEGA LONGITUDINAL PERFORATED PIPE ce-4 TYPE OF PIPE CRUSHING STRENGTH M W.T. 4" NOMI dNETER SMOOTH WILL PVC .1D3 CORRUGATED PE AASHTO M-252 857 AGGREGATE. •B AGGREGATE OR CRUSHED GLASS MEETING •q GRADATION REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE I UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) UNDERORA/N SHALL M CENTERED UNDER CUM AND GUTTER. OEOfExhE OfRNNIGE PAND: (OVERLAP V' AT TOP) TY IE OF PIPE CRUSING STRENGTH MW.T 4' NON.OWER SMOOTH WALL PVC .03 SMOOTH WILL PE 1 1 70 PSI MNX M WALL TNCOESS (MIND - INCHES MMM TESTED ACCORDING TO A$TM P-2412 AT SS DEFLECTION. DOWN GRADE -ES SHOULDER -EP RRqqpp NON-1'ERFdtATm SABAN LAYER .:':'� : - -: -•-•. MAIN LINE PAVEMENT Y CONECCTI N SIIBGRNE-- SEE NOTE 1 -0" -ES 957 AGGREGATE, RB AGGREGATE OR CR151ED q. PR STD. UD-4 REO'0. ST-D. ID-4 REOD. (LASS MEETING RB GRADATION REOUREMENT. CURB AND GUTTER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) 5H0 DER S PAVEWNT NOTES: Es EP I o I. 4" MINIMUM, PROVIDED ATTAINING MINIMUM 4- OF AGGREGATE ON TOP OF PPE EDGEDRAINS IN GORE AREAS 2. WHEN THE LONGITUDINAL PPE CONVECTS DIRECTLY INTO A DRANAGE STRUCTURE (DROP INLET. MANHOLE. ECT.). NON-PET60RATED OUrLET PIPES ARE NOT REQI 3. NWRT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A Ma•AI OF T-0" ABOVE INVERT ELEVATION OF RECDVNG DRAINAGE DITCH OR STRUCTURE 4. ALL CONNECTIONS ELBOWS. WYES. ETC.) WITHIN PAY UNITS FOR OUTLET PPE - - - - ,YE TO BE O THE SAE CRUSHING STRENGTH M THE OUTLET PIPE. COMMERtl& SIDEWALK lR ENTRANCE UNPAVED WARE I 5. OUTLET APES AEE TO BE INSTALLED ON 22 MIN. (3X DESIRA I ORADE MD PERFORATED LOCATED EVERY 350' MAXIMUM OR AS NOTED ON PLANS. � RMAN S. OUTLET PPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE TTENGH WITH N AGGREGATE STRUCTURE. 7. WITHIN TIE LINTS OF A COMMERCIAL ENTRANCE, NDN-PERFORATED PIPE SHALL OF UTR.RED IN LIEU OF PERFORATED PPE. MAINLINE ROADWAY S. THE LENGTH OF PPE BETWEEN THE WE COMECTION AND THE EW-12 SHALL W CORN LIAR TED TO NO MORE THAN r-O" TO PERMIT CAMERA INSPECTION OF THE MAN LINE F& L GUTTER uNDERpRNN BETWEEN THE UNITS OF N EITHER DIRECTION. I••-w� NONEP� E TURNS DE ATED PIPE. •. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN-dRIDED MATERIAL CANNOT BE MANTAIMM DOUTTER, ER CURB AND GNO. 210 AGGREGATE SHALL BE USED UNDER CIAO AND GUTTER. NO. 218 AGGREGATE MAY ALSO BE USED FROM TOP OF STMILUTO OPEN -GRADED MATERIAL LAYER AND CURB AND TTER. GU SPERECPOATION FERENCE 240 STANDARD PAVEMENT EDGEDRAIN ROAD MD BRIDGE STADMUS 258 KE SIQN DATE SHEET ! OF 2 501 VAGINA DEPARTMENT OP TP.N.SPORTAT:pN 701 Da.o7 J-- FLU I..L IIIIJ Q I WWI gal U LU W d Lf) JOB NO. 112066 SCALE AS NOTED SHEET NO. 9 C 0 U y a 0 MIRACLE RECREATION EQUIPMENT - OR EQUAL ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL PLACE 0� GENERAL WATER &SEWER CONDITIONS PLACE 5' GALVANIZED ^WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT November 76, 2015 NOTE; HYDRANT MUST BE I Q TO HIGHWAY DEPARTMENT APPROVAL. EQUIPPED WITH CHARLOTTES- a ACSA GENERAL WATER & SEWER CONDITIONS VILLE THREADS WHICH IS O SCOTT R. LINSIZ / ?4" IN INITIAL BACKFILL 24 IN THE LOCAL STANDARD. 1 1. WORK SHALL BE SUBJECT 70 /NSPECAON BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) B' e" p" e" Z1 FINISHED GRADE U Lic. No. 035791 � / INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NO77FYING THE PROPER ACSA OFFICIALS IN MIN. \ MIN MIN. LENGTH OF BRANCH VARIES u'f 1 r., _ / AT THE START OF THE WORK. 6" BEDDING (2 MIN 2' TO 10' • ji 03/30/20 N4 �(p 2. THE LOCA77ON OF EXIS77NG UTIL177ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT 7a' #68 STONE (2707 oX�Z z - "`: NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT- THE * STABLE SOIL 18"-22" `o SZONAL E� r CFO { ROCK 7 CU. FL VALVE BOX I I ADJUSTABLE TRAFFIC RATED w CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE' ALL UNDERGROUND LINES AND STRUCTURES, #68 STONE � I I VALVE BOX V/ LID z b• AS NECESSARY. * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL I 0 _ J. ALL MATERIALS AND C0NS7RUC77ON SHALL COMPLY WITH THE CURRENT EDI77ON OF THE GENERAL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND u w WATER AND SEWER CONS7RUC770N SPECIFICA710NS, AS ADOPTED BY THE ACSA. THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF UR -*-�- - - - #68 STONE, 4Y'MIN . 6" GATE a z 4. DATUM FOR ALL ELEVA77ONS SHOWN IN NA77ONAL GEODE77C SURVEY. + ^ °I e VALVE N J A 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NO77FYWG MISS U77LITY 0-800-552-7001). +:' TEE e" o 2 LEG GALVANIZED SWING W/ 6 SEATS 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF FOUNDATION W POOR SOIL UNDER -CUT CONDITION 2500 P.S.I. CONCRETE o BASE AND THRUST "+ COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL 1' BLOCK AGAINST 'I"•,I' r� c FIRE HYDRANT LINES SERWCE LATERALS AND WATER LINES, ETC. V UNDISTURBED STABLE --- M.J. GATE VALVE N SOIL. ZALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. STEEL PILE z 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE UNSTABLUr­_%_6R INITIAL BACKFILL 4 1 WHEN THE SOIL IS DISTURBED 0�EN RESTRAINED JOINT FITTINGS ----- iDURING A FUTURE EXTENSION OF THE LINE. A HYDRANT IS LOCATED IN A FILL, IN ADDITION fiA SAiLTO POURING CONCRETE, A STEEL PILE SHALL O 68 STONE U9. TREES ARE NOT PERMITTED /N THE ACSA EASEMENT. LAR FILL AS •* #BE USED AS ADDITIONAL SUPPORT. IO.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULA77ON REGARDING ROVED BY ACSA <,"x,r'' - WATER LINE . QNOTE: BRASS FI777NGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE z STABLE $OIL OR ROC 1P AV � > a THE PROPOSED PLAY g s m DRINKING WATER ACT). NOTE _ GO EQUIPMENT CAN BE [ ! • . O � s 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2500 P.5.1. z SUBSTITUTED FOR AN NOTE 2. MAINTAIN A 3 1/2' MW. COYER FROM THE MAIN TO THE FIRE HYDRANT CONCRETE 8 - n 2'x 2' BEARING AREA. a 0 0 EQUAL PLAY 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. ( INCLUDING DITCHES ) 7 EQUIPMENT PRODUCT. THRUST BLOCK G O H- U w 3: FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND ' a. U f7 F 2. N0 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED Ln z 3 ABOVE THE INITIAL BACKFILL. VALVE BGX. W LU �-- * - 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. -4 d 1„ ar 1/r MA /r 3.THE IN TiAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, IT IS NOT ALLOWED IN THE DITCH. d 4 O z p F.-'� -. , 11RL1°aiila. IMIWRm] 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP a Z W s 15 FllNNEL TUNNEL SLIDE ` ' P o m 1p• WA� r 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF U) PVC STEPS MIRACOTE HORIZONTAL LADDER = [^^rm 1 [1T1 n] IN THE TRENCH. b 0 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. REQUIRED N T M WET AREAS, THE WEEP HOLES SHALL BE I-� PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. N > N � c LANDSCAPE STRUCTURES mn'/�4 I NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (8) INCHES ABOVE GRADE. (p I z MODEL#:150636 ,raM ae zq DUCTILE IRON WATER TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVERR o - y •S O O [L1Mnm] (BBDmm 1 1/2" RR FRAMESECTION F2= °R; �[BBmm, PIPE INSTALLATION & BEDDING N.T.S, NTs FIG. W-4 `\ ,• a, mM DEBRIS NTS FIG. W s 1. pmoem RU,bLn FIG. W-2 v o ,� SP RY 3 13/16" �* z2 1J/,e JimQ TD-2 TD-& -y F'v - �+'T ''1 z l/e' [B7mm] [a7Bmmj o, I� 0 ;,1/mmj [,DNI a/1a- O.D. OF a DPDOJG 1• DOMPRESSION A 3/4- MATE FREE COURFUND - - PC An le J DAN IDLr [1Nnmj SECTION WEW 1�{' (emm)) OM NR APPROWO muµ E ,¢ MRW,LY NEORENE GASKET E MAL (a) MfR 1/18 N a/a X 1 1/2 C $ R (>) vwao 1e00' II. 1 b/8' (r. mx aMtii«/a s (�C E M W RWnuu ISM /2- 4tmm N+m1 mmlmo 11/O� E •' Z40V I 1• TAT •N• y ` (,) N11L M D 1.e0 w a SOFF COPPER (amm A] NA STAINLESS 4lFD. RCO + p PUN VIEW ' +/B' (aemm) ORA B09a [1Jmm IARr/ ONa1314 FOR USE ON ATTACHED SINGLE FAMILY COVER LIFT NOTCH x N E w MK+ ENCKBAR L LCOKWO NOLA DI RESIDENTIAL SERVICES OR DUAL REMBEIRAL N 8y[ E KQ g I L�]III rn No_ 7 Rur XM a/a-H II! ML! AND IRRICATON :£RYICEa. 14 1 /2" S O cYi ^ 0 1. ALL MANHOLES MTHIN IM YEAR BLOODING IN OR LOCATED IN AREAS SUBJECT TO ROOWND SHALL HAW WAMMW T FRAME a COVER. W NUF W MM III aN 12 3/8 E P., w � vd E ]. ALTERNAIIW DEMON FOR WARRTWT COYe'RB MILL BE CONSIDERED. PNRP CCNROM d. COWRs SHALL BE RXED M fRAMES WITH LOOTING WDa OR 9MIUAR ASSEMBLY. 12 1 /2" L1 q o TYPICAL WATERTIGHT E'«oRD°'IAr#-", ee EME �"- ED MANHOLE FRAME & COVER LOCK Luc ASSEMBLY O[ N� F \ \ N.T.S FIG 9-I-E NO 9WEATm RTIINOS a, WATER CD M TD-30 E u N M cc-1z -13 DUAL SERVICE ' : 1 �. (� c E O c3 (3 � � y� F . m5 DOWELS, b" LONG A ERMIBBISLE 1ORmM�� OEQU4' MADE PRE COUPl1NC AL 1B" METER BOX CAST IRON DD Q' N m, E WL'� �u W AT 12" C-C CONSTRUCTION 5'MIN. JOINT 1- TYPE K. GENERAL (VOTES: SOPT EAFIBER =,. � 4/ ao c I7:1 MAx S E 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE 'NARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) B 'L' - _1011 D 1 MAX t B O PER USE ON DETAWIED SINGLE FAMILY E ' E A11H SLIP RESISTANT INTEGRAL SURFACE CO'/EKING THE FULL WIDTH OF THE J RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN RLsomRAL SBMCE WHERE AN IRRIOARON TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE METER IS NOT PROVIDER WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A RNAP�+ -1 ry\I A,'ry vM 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICµLY WITH RAMP PERPENDICULAR NSEE TABLE) TRUNCATED DOMES < tL• k FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH SECURED BARS. A SEE SHEET t OF 4 FOR DETALS � SINGLE SERVICE 'I' r. P, Ly E E y 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS $0 1SABBLES SHALL BE USED ON PYC PIPE T1 ZJpp m THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF V 4 iB" yam �� S PRECAST 'RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, y ' MIN 5'-0" VEIN V o CAST IRON UD 5. REQUIRED BARS ARE TO BE NO.5 X 6" PLACED lCENTER TO CENTER .ALONG 12''1 M'ix SHARE TO MATCH FACE BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM s s-. OF ROADWAY CURB - �' c FlMspm GRADE , : 6" EXTENSION CONCRETE COVER P/i' 1L1 NAY % BACK OF CURE 49 :I MAX ❑ I1 N O 6- CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 20 :1 48 :1 M II I I ' DR-15 6., O ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GLITTER. TYPE B CROSSWALK LOCKWNC 7. CURB RPhIPs ARE TO RE LOCATED AS SHOWN ON THE PLANE OR AS DIRECTED PARALLEL p VE Box R TYPICAL PLACEMENT I PIPE SLOT BY THE ENGINEER THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER L SECTION A -A IN 6, III�1III �} CR ACCESSIBLE ROUTE WITHIN S THE RIGHT OF WAY AL A HIGHWAY FACILITI-2`MIN•+I AT INTERSECTION A BID MIN. (2 PLACES) ( I z ' o BOSSES IS CURB REGARDLESS OF WHETHER SIDEWALK IS PEDESTRIAN CROSSWALKS PROPOSED, COPPptSETIFA OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN C QUILL NOT WITHIN CROSSWALK AS SHOWN ON PLANS OR AS DIRECTED A AIS ENGINEER. AND S, FIRE NCT PERMISSIBLE 1/e BEND COUPLING /� I pi o BE LOOATED BEHIND VEHICLE STOP LINES, ROUTES LIGHT EA CONTINUOUS 1MAK �JONETRUCTILIN s g 6 D I• V RYORANTS,DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS m'�" JOINT - g ACCESSIBLE ED, STABLE, FIRM Arm SLIP THAT CAN PATH CONNECT EN ALL T \ 1?:I 'PF E E Nn E g E U /O� - d ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE MPROACHEO, ENTERED 5 DPy. iK R • - 4EIEfl N E d' E g E m p p W y/ m AND USED BY PEDESTRIANS. Y F EA E m �( 8. RAMPS MAY BE PLACED ON RADIPL OR TANGENTIAL SECTIONS PROVIDED THAT 2'RDI qT.$,2" HIGHER THAN 95ECT DIM B-B A�y^yg"�R-4-'' 'Ire 'tiv 1O d� I� W /\�V1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT iy .,•'�'i. \Y�j.N'''V' �i BRIM AS w R, N� N� M'-' Q \ 1 O THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS CORPORATION STOP •,..� PEP�PEry DOLLAR r0 THE euRe. ATE* ,sANI AS TOP OF CURB 'P•aPaTli'+W .w,>r.•e:.°,r NOTES:RE B. TYRCPL CONCRETE THE Is a' THICK. WHEN THE ENTRANCE RADIICMNOr NOTE: FOR GENERAL rvoTEs ON THE DETECTABLE wtiRNwc SURFACE, 1i?'� "-' ""T� ��A� (1) A 1--3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. / Lt I a ACC OMMDDATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TYPE C SEE SHEET 1 OF 4. SAND OR DUST UNDER }Y:(�ili 1 ^'.'F'tui" {• OIIMEIER LRNN PIPE, le A`I C TRAFFIC, REFER TO $iMVDARD CC-13, COMMERCIAL ENVTRANVCE (FEAV'Y PARALLEL & PERPENDICULAR Sox Alm SETTER (2-XR:H ,�x,1'i i7''7; - A Mx '{S: LONG STONE POCNET, MDT � - TRUCK TRAFFM FOR CONCRETE DEPTH, MININUN THIGNNF�) PN�{.(?,� i.,E+yiq.:`,tW,•�t� i SPEC. m3. NO 5 AGOPEGATE O O > o 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, .. h THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH TYPE B ,,6"-2�^" PARALLEL APPLICATION TYPICAL SERVICE LATERAL INSTALLATION TYPICAL METER BOXES 11.1° TRUNCATED UGME C C O G a MINIMUM RAMP LENGTH n , Mp/,. 5' MIN J �( O O O O O C O O O O O O ROADWAY GRADE IN FEET P� t1 +, A�� Q O Q a Q a a 0 N PERCENT .'•CURE 6" CUM � `� � (5/8 & 1 METERS) (5/8"-1" METERS) _1 0 0 0 0 0 0 0 9 0 0 C 0 0 0 0, _ O 4 6 4\\�\A 4 SQUARE LANDING J d O a a 0 0 0 0 0 O a C a 0 a 0 o a 2 5 B s \\ K SHALL BE PROVIDED FOR H NT5 v/ G2" 0 0 0 0 0 0 O C O O O a 0 0 04 TYPICAL MANHOLE FRAME &COVER > GHoss%,L FIG. W-6A NTS ' J c 1 so% - 65% OF BASE DIAMETER. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o- q Q 12 C OSS THE MARKED FIG. W-7 N.T.S Lu \ / o 1 TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 10 TO 14 5 CROSSWALK AREA. ro-10 FIG S-I-D > VARIABLE TD-13 O BASE DIAMETER 4' MINIMUM. NOTE: TD-31 PAI LIMITS TRUNCATED DOME THE REQUIRED TO LENGTH OF A PARALLEL RAMP DETECT -ABLE WARNING Is LIMITED rG Is FEET, REcaaoLEss of THE DETAIL SLOPE. SHEET 1 of 4 DE AIL 1 SHEET 3 OF 4 JDO svEnRc"noN SEWER SERVICE LATERAL CONNECTION NOTES: VDOT CLASS 1 u CG-12 DETECTABLE WARNING SURFACE ODE RaFM"111 5' MIN. aEFEF£IA:E (�,G- IZ DETECTABLE WARNING SURFACE 1. WHERE A SEWER SERVICE LATERAL CONNECTS A R MANHOLE RIPRAP O Rev./Ds AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS _ GENERAL NOTES 05 D5 TYPE B (PARALLEL) APPLICATION + 203.05 VIPGINIA DEPARTMENT OF TRANSPORTATION 502 502 yIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/G9 INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE -I- O O 2G3.06 LATERAL PIPE SHALL BE AT LEAST 01 HIGHER THAN THE 2'-0" �5 � J R TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED REMAINING BACKFILL SHALL U TO THE MANHOLE NOT CONTAIN ROCK MATERIAL 3.0' MIN.LID CD-2 GD-I 36"MIN LARGER THAN 5" IN ANY \\// � -nJ 1 Ew-12 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL DIMENSION B" S v LIMBS OF PAY FOR TOP of CUT PAY LIMITS FIXt (TYPICAL) BE CONNECTED USING A PIPE SADDLE. B" PIPE S" VDOT NO 1 c PAVEMENT ,,.fS OUTLET PPE CUT OUTLET PIPE TO 24 MI D.O. 1 1 I o SUBBASE TOP OF CUT EN/g¢- E PAVEMENT BEGIN WITH 45• INTIAL BACKFILL STONE BEDDING LL LJJ uBGRIOE "• TDE OF FaL '� 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q EI FILL COMBMATION UMERDRIN '1' W EW-12 �IR•' SUBBASES DITCH LINE ELBOW (1/4" PER FOOT) 1 SITE (TYPICAL) T)' SHOULDER LINE FLL EMBEDMENT B MIN IF T LIFTS) B" ~ U) E LINE U. CROSSDRAJN CD-1 AT LOWER END OF CUTS /� 11 EDGE OF PAVEMENT F PAVEMENT 4- ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER Y MIN * THOROUGHLY COMPACTED V / BY HAND OR APPROVED O o�o � ' ^ (I) DIAMETER OF 4". SPRING LINE v' I;: eo• CENTER LINE SECTION TRAVEL LANES '/ / OF PIPE MECHANICAL TAMPER CROSSDRAIN CD-2 ON FILL$ J�, TRAVEL LANES /45 z CENTER LINE SECTION I -¢__- S�L_5---------$-----. (WITH TYPE tsELECT MATERIAL)--f---�--t13� 4-- 6. ALL SEWER LATERALS SHALL HAVE a MINIMUM COVER HAUNCHING 12" SECTION A -A (WITH TYPE 1SELECT MATERIAL) -II ,S \\�A a9• OF 3 FEET. NOT TO SCALE o w .� EDGE OF PAVEMENT / NO. 68 STONE BEDDING 6" max CONCRETE ENCASEMENT Lu ^/ z TRENCH PLACEMENT EDGE of PAVEMENT PAY LIMITS FOR SALT I..L SHOULDER LINE OUTLET WE TO 4" 01111 C7 TRENCH PLACEMENT s1(DULOER uE BEG1n WITH 45- TREATED Lu U z YNIC L)+•�, TOE OF FILL , PAVEMENT SURFACE M BASE DITCH LINE \ ELBOW FOUNDATION (SHALL BE W �-PAVEMENT SURFACE L BASE o0 000000 DODO DODO 0 o SUBBASE TOE OF Flu FINISHED GROUND MARKER REQUIRED WHEN SOIL LENGTH (VARIES) / LIMITS OF PAY FOR - 1 EW12 CONDITIONS ARE UNSTABLE z 0 0 0 o a o 0 o SUBBASE .o-o�o�o-o oho-o-o-000000 f/ (TYRCALI OUTLET PIPE �--SELECT MATERIAL TYPE IORII O%(u ALL PIPE) MATCH EXISTING PROFILE " ) 0 0 0 0 0• o c o 0 o• F. SELECT MATERIAL TYPE ICRB "' - T 1 o•o •o •o.o.a •o•o �o •o •o•o a �- PLAN VIEW SHOWING PLACEMENT OF Q ••••• *57 AGGREGATE, R8 AGGREGATE OR CRUSHED EXCEPT WHERE SLOPE OF J O BANK EXCEEDS 1 TO 1 _ • • • • • CO-2 CROSSDRAIN • • • • • GLASS MEETING R8 GRADATION REQUIREMENTS. 1 MA%. T U A 057 AGGREGATE, R8 AGGREGATE OR CRUSII:D 1'-D" CEOTEXTLE DRAINAGE FABRIC (PLACEMENT POFNCD 1 CROSSDRAIN) \\ W 2 �' GEOTIXTILE .BASS MEETING a8 GRADATION REQUREMENTS. R"- .1.0. DRAINAGE 4LW. NON -PERFORATED OUTLET PIPE FABRIC fA• T "( OR CRUSHING STRENGTH OR TYPE OF PIPE NOTE o NW,T, 4" NOM.DIAMETER N:W.T. 8" NOM.DIAIETER r PAVEMENT SURFACE M BASE SMOOTH WALL PVC .103 0.153 PLUG END OF 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE r SUBBASE OR CEMENT srABluzeD SUBBASE MAIN LINE SERVICE LATERAL BACKFILLED ENTIRELY WITH NO. 21A STONE •� •' Q +--PAVEMENT SURFACE a BASE SMOOTH WALL PE 70 PSI NNX 70 PS Ni o 0 0 0 0 0 0 0 3.0' MIN. > 000000000000IS o SUBBASE OR CEMENT STABIL1pED SUBBASE o o-o�o IF o• -SELECT MATERIAL iYPEIOR sVeCRPDE SECTION (rDF1 0 .N o M WALL THICI(NE99 (MINI •INCHES f o•o•o. o00000o G ICENENT OR LIME STABILIZED) 2. FOR DUCTILE IRON PIPE THE B01TOM OF THE TRENCH SHALL BE SCRAPED V 0 •o• o. o : • o • c • d • o • a - �- SELECT MATERIAL iYPEI OR SIIBGRN7E ;:: •. 45ro'0" AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 )CEMENT OR LIME STABILIZED) BfifH TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. N57 AGGREGATE. 68 AGGREGATE OR CRUSHED GEOTEXTLE GLASS ME71NG a8 GRADATION REQUIREMENT& STONE SHALL BE PROVIDED' O 057 AGGREGATE. IB AGGREGATE OR CRUSHED DRAINAGE GENERAL NOTES ceorIXnLE GLASS MEETING, eRADAnoN REQUIREMENTS. F^�"o - 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" +' :"'•::•• a••. ;•• _;::;:,:., (V s DABPoACCi r-D^ GENERAL NOTES 1. UNLESS LOCATED ATOIFICALLY THIS POINITOWHENO BOTH SUBBASE NLL AND OT BE SUBGRADE ARE STABILIZED. BEDDING OF NO. 68 STONE E 2. TENCH SHALL BE FILLED WITH AGGREGATE AND TFIROUGNLY HAND TAMPED TO 1. TRENCH SHALL BE FLLEO WITH AGGREGATE MO TFROUGHLY HARD TAMPED TO INSURE COMPACTNESS. UNDISTURBED � INSURE COMPACTNESS. MFMMH SLAB PAVEMENT 2. CUTLET POPE SHALL BEGIN AT THE EDGE OF TIE TRAVEL LANE PAVEMENT MO NON -PERFORATED OUTLET PIPE 3' OOUTSHALLTPIPE SHALL 9E RACED ON�AIN AT THE EDGE ELOF THE ETRAVEL LOLANE SLOPEPAVEMENT I} z MATERIAL A c SHILL BE PLACED IXI A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN.(M DESIRABLE) GRADE. DJ DESIRABLE) GRADE. IN LINE WYE-TEE ELEVATION E -_ BRIDGE - SUBBASE J. ON CURB AND CUTTER SECTIONS, WHERE IT Is IMPOSSIBLE TO OTHERWISE PROVIDE CRUSHING STRENGTH 4. ON LETS AM CUTTER SECTIONS. WHERE O IS IMPOSSIBLE E TO OTHERWISE PROVIDE H PLAN L) _."'.' ""'i CD-2 IXTTLETS FOR a(OSSDRNNS. THEY ME TO BE LOCATED SO AS TO URNN MTO DROP TYPE OF PIPE NOUTLETS FOR Y T O RAIM INTO DROP CD-2 - INLETS OR MANHOLES. W.T. 4" NONE. DIAVETER NIN-T. 6" NONE. DIAMETER INLETS DR ARMHOLES. TYPICAL SEWER PIPE 5'-0. EGATE BASE MATERUL TYPEI SMOOTH WALL PVC .103 0.153 S. ON SUPERELEVATED SECTIONS. TRENCH IS TO BE UNDER ENTIRE PAVENE74T AREA NOTES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT SIZE NO. 28 (6' MIN. DEPTH) 4. ON SU OUTLET VATED SECTIONS, TRENCH 5 i0 BE UNDER ENTIRE PAVEMENT AREA UJ IL WITH OUTLET PIPE ON LOW SIDE ONLY. SMOOTH WILL PE YO P51 NNN 70 PSI NNN WITH OUTLET PPE ON LOW SIDE ONLY. VARIES ('�L� WILL BE REQUIRED. ,--I INSTALLATION TION IN TRENCH I 2. WHEN BEDROCK I ENCOUNTERED AND COVER EQUALS OR IXTH 18 3O THE TRENCH SHALL O w 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE 6. INVERT ELEVATION AT OUTLET END AI OUTLET WE STRUCTURE. U A MINIMUM OF 1•-0" ABOVE J !1 BE BACKFlLLED WITH COMPACTED 21A STONE AND TOPPED Wi7H 18" OF 4D0T CLASS 1 RIPRAP. d o INVERT ELEVATION OF RECEIVING DRAINAGE DITCH GO STRUCTURE. INVERT ELEVATION W RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 5. ALL CCNNECTIONS (ELBOWS, WYES. ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO IT WALL THICKNESS (MIN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO JOB NO. O BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. SEWER 7. OUTLET PIPE TO BE SECURELY CDNIECTED TO EW-YlOR OTHER ODRAINAGEXNN TESTED ACCORDNG TO ASTM 0-24/2 AT 5%DEFLECTION. S. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER ORMAGE SEWER SERVICE LATERAL CONNECTION NTS " TYPICAL STREAM CROSSING 112066 ° STRUCTURE. STRUCTURE. FIG, $-3 speaFlcAnON VDOT SPECIFICATION N.T.S. N.T.S SCALE o REFERENCE STANDARD CROSSDRAIN >VDOT > STANDARD CROSSDRAIN REFERENCE FIG. S-2 FIG. S-7 ROMAM BRIDGE STANDARDS RDAs MD MIME sSTANDARDSSTANDARDS�_34 rn 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISDN DATE SHEET I OF 1 SHEET I a 1 REVISION DnrE (AT LOWER END OF CUTS) NIA c z3z TD-38 501 soI TD-33 a 701 VIRGINIA DEPARTMELI OF IRAINSPORSAPON 07/16 108.05 JOB D7/18 VIRGINIA OEPMTMENT OF TRANSPORTATION 7m SHEET NO. 10 s 1992 3.38 Pal 00 ON EXISTING STREAM BUFFER AREA 34,65o SF EXISTING too' STREAM BUFFER LIMITS OF TREE PROTECTION / FENCING TO PROTECT THE WOODED AREAS TO BE PRESERVED ON THE SITE Tree Planting and Staking Detail DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE&TURNBUCKLES 2"x2HARDWOOD STAKE TREES UP TO 4' CAL. SHALL BE STAKED I WITH 2-2X2 HARDWOOD STAKES CUT& REMOVE BURLAP FROM TOP �/� j TREES OF 4" CAL OR LARGER SHALL BE 1/3 OF BALLAS SHOWN J ✓L GUYED WITH 3. EQUALLY SPACED, TWISTED, SCARIFY SUBSOILTO 4" MIN. DEPTH I - AND TURNBUCKLES. LOOP HOSE AROUND f - / TRUNK. FLAG WIRES WITH COURVEYTAPE. MULCH SAUCER L �� REFER TO SPECIFICATIONS FOR FINISHED GRADE 9nVJ \1^. il"d w . /�C FURTHER INFORMATION TREES UP TO 4" CAL, SHALL BE STAKED TREES 4' CAL. OR LARGER SHALL BE Plant Legend PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) TOTALSITE QUANTITY COVERAGE (st) TREES UAP PRINCETOW ELM ULMUSAMERICANA'PRINCETON' 10IT HT 1 397 20 7,940 OS ISHUMARD OAK IQUERCUSSHUMARDII I 1D12'HT 1 329 1 21 1 6,909 QP IQUERCUS PALUSTRIS IPIN OAK 131/2" cal. 1 471 1 53 1 24,963 LINDERSTORY TREES EVERGREEN TREES IN ILEX x'NELLIE R STEVENS' NEWE RSTEVENS HOLLY V-7'ht. 1 44 1 23 1,012 MG I MAGNOLIA GRANDIFLORA TITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' ht. 1 82 18 1 1,476 TOTAL CANOPY I I 1 1 43.312 SCOTT/R. CL}LLINS FU Lic. No. 035ZZ 791 It 06/02/20�� O 0. IONAL EON Z Vr I / GUYED WITH 3 EQUALLY SPACED V�\\ NOTE:. TWISTED,#12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE yl �� �\ (G GUYWIRES WITH RUBBER HOSE AND t. STREET TREES PROVIDED 4o'O.C. AND 5'-to'FROM PROPOSED UTILITIES. o 0 AROUND TRUNK ABOVE BRANCHES A \�I///DUI TURNBUCKLES 213UPTREE z. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE _ AS SHOWN, FLAG WIRES WITH" %%% HEIGHT; THE TOPPING OF TREES IS PROHIBITED.. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY COURVEYTAPE REFERTOSPECS -i 2 "x2" HARDWOOD STAKES, ALIGN TO SUPPORT THE OVERALL HEALTH OF THE PLANT. z W " ,_ FOR ADDITIONAL INFORMATION. ` TOP OF STAKES 3 LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE m m �- AMENDEDSOILMIX`Ip MULCH SAUCER MAINTAINED IN AREA BETWEEN zAND 7FEET ABOVE GROUND ASA CLEAR ZONE TO PRESERVE SIGHT LINES Z O /Y/ AND ACCOMMODATE PEDESTRIANS. LU COMPACTED suBGRADE jjj777AA!/""1I l �IYI\� AMENDED SOIL MIX 4. TOTAL STREET FRONTAGE = t,tto' (INDIGO RD) & 86o' (CRIMSON ST)=1,970' S E z REQUIRED STREET TREES: 52(2TREE PER EVERY 4o'OFSTREET FRONTAGE) p z 3 PROPOSED STREET TREES: 53 v \� NOTE: 1,=' OF STREET FRONTAGE ALONG INDIGO ROAD o g �\ LOT 1 \ Not To Scale _ CUT AND REMOVE BURLAP FROM TOP REQUIRED STREET TREES:zg > ¢ x 3 II IIIIII\I 1/3 OFBALL AS SHOWN PROPOSED STREET TREES:31 NOTE: .865' OF STREET FRONTAGE ALONG CRIMSON STREET z to SCARIFY SUBSOIL To 4"MIN. DEPTH REQUIRED STREET TREES: 22 z ( / Z W s F Z LU I III PROPOSED STREET TREES: 22 a ¢ O F- / COMPACTED SUBGRADE s LOT 12 11FI1 O ��2 V N Ln TOTAL SITE AREA: 5.841ACRES 254,4345E N LU w Lu :3 TOTAL STREAM BUFFER AREA (OUTSIDE EMERGENCY ACCESS ROAD): 0.795 ACRES 34,65o SF p a p o Evergreen Tree Planting Detail TOTAL ACTIVE RECREATION AREA: 0.102ACRES 4.450SF zo z w ¢ y Not To Scale CANOPY REQUIRED =20%(SITEAREA - STREAM BUFFER -ACTIVE RECREATION) o. in p N I LOT 11 j '\ - L CANOPY REQUIRED =zo%dx(5.84tAC-0.795AC-0.102AC) > . W w H - CANOPY REQUIRED (20%) = (5.843. AC - 0.897 AC) X 20% o.989 ACRES 43,072 SF W LU a PROPOSED PLANTING CANOPY CALCULATIONS: 0.994 ACRES 43,3t2 SF z LU Conservation Plan Notes: LL i \ ♦ z Source: Va. DSWC Plate 3.38-2 - �. \ \\\ \ \ \\ 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT � O CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE (n � a TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE o PROPOSED PRIMITIVE \ COUNTY ENGINEERING DEPARTMENT. N co ID-401 �' PROPOSED6' � � \ � o ' LANDSCAPEAND A OPEN TRAILWAY(TYP.) �\ \ � � / \\ 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL In v i € MAINTENANCE \ �' E C / �- \ \,� \ \ SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. \ M Cotmty of Albemarle -/ ,, x °. EASEMENT �"� `�� \` \ (i.383 °%� / \ \ \ \\ 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES o Conse ationPlanCheakllst-TmhepmredonLandscap Ymns - / rl . \\ \ LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE (Handbook, pp IR-284-111-297 for complete specifications) % + \ii PRESERVED AND PROTECTED,` 1. The fallowlneltan:INlbevliownon[he plan, ' I I I ' �. \ LIMITSOFTREEPROTECTION \ m LOT 10 I _- g \ \ 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE s7 T robe,av•d, FENCING TO PROTECT THE ° Ll Lund¢ofclearing(oaysideddphneoftreestobemved); I PRESERVED AND PROTECTED. ° \ ` WOODED AREAS TO BE \ ° il Location 1 I_x. LOT 14 \ PRESERVED ON THE SITE 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TQ BE Y^l. Grade obmiges roquinng tree wells orwalls; / PRESE RVED AND PROTECTED. o 0 0 � Proposed trenching or tunnding beyond [helirnils of clearing, I __�__ _ � \ .'.:.`\\ \�... \ W N N_ N 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED � o fwl o E 1. Marwnas: I \ \ BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. fw m 0 .411 trees to be served shall be medial with print crnbbon at a height clearly visible W equipment operators. f ,/ Ll No grad' shall b until the tree has been impeded and approved b a County Inspector. \ \ rfl n mS begin madding P PP y ty � - LOT 9 I �. i -° � ° , - �\ No \ °` 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 3. PreLomtruc ion Conference. ! \ k] Tieeprexe,vadonar.dprereeeonmeasnresa6aBbereviawedwim[beeorrtaotWoaaae. I ;% LOT 15 '� \ � \ \ / OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST tl 'I. N, ,� EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT 4. EamnmentOocmtinnandStoraee: \ \ c1 /\/ TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. Heavyequipmmt ve}dcular hnflicand storage of construction matmials in^I'a^a soil shell not he panmtted wiHie the ddplines of tram I / - - - �/� / \ \ -N ::/ j to be saved. ) I � `' S _ ' ^ X �" \ �.. \ �/' ;dr /-' 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND anandstorn ay.Detennenoe ea: PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION s. saBE a L I I T \ X \ \ cN AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A rsdyeBectheearob seed. / LOT _ \ LOT 16 PROFESSIONAL FORESTER OR TREE SPECIALIST. ® Such devices shanoledvev yv ,� e fleFires meet permitted within l0ofeet o£ the driplineo£treestobesaved - x - - A �\ / V 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND °m PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT o 7. ToakMateriata: - "\ \ ` ' / ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL 3 ® te Toxic ar¢nals shall not be stored within 100 feet of the dripline of trees to be saved. /% .� /z -`... \ '� \ -- /" - , - \ \ / / IS LOOSENED. �� o z S. protective pesetas: - 7D. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN N < n 0 Tma to be retained within 40 feet of a proposedbuilding or grading activity shall be protected by fencing. I `1 ° •{r `�'° ��� ---- / \\ `�\ / Gj MEASURES REMOVED DURING THE FINAL CLEAN-UP. a ZI Fencing shaE W in place and shall be inspected and approved by a County InvpmWrpnm to grading or rams otioa SPA E \ / (Y) /1 9. Tree Well.: �p - I LOT �. ( 55 ® When the uvdlevd moat be raised within the 'Imo of t¢eto be save atree wellakaB be rovidedandaronatmMion detail - - - ---- \ / ` \\ submitted fo mval. dr'p 4 P __ _ _ __ \ 1', \ - \ /'",. "• 7 ' o.� A 1• IUj \ PROPOSED 6 \ / \ S\ EXISTING too' O w lo. Ll When /z x PLANTING STRIP \ SE / \ \� \ \ \\ STREAM BUFFER ` W When the ground level must be lowered within the ddpline ones to be saved, a tree wall shall be provided; and aconstmedon detail o ( I submitted for approval. ' �. I I -- \ \ - AC I i / / \ \ \ \ N, \ ` N , �/ ) m LOT 17 I N 11. Trenchine and 7unneilne: 1 IN' I \ 29 \ \ \� \ \ Y�I. When broaching is required within the limits of clearing,it shall be done m far away from the [ranks of trees as ossible. Tunneling �, os. ` o qay p g LOT 6 \\ \ \ \\ \ J under. large tree shall be considered as ea alternative when it u anticipated that necessary trenching will destroy feeder raNs. 1� C EA O \ 'oF\ \ � z 12. Cleanup,, - I � �, s�\ \ h Ll Protective fencing shall be the last items removed during the how cleanup.LU 13. Damaeed Trees: S _ i •'U� A x t \ �� U Damage temfbm es shall be treated u ardlistely bypmog, hzation or otha rtualu ds recormnendedbsp y a tree ecialist. O LOT 18 - 20 UAP v ` v __ U_ Z NOTE: IT IS BE DEVELOPER'S RESPONSIBILITYTO CONFERWITHI" CONTRACTOR ONTREE CONSERVATION \ I OT I / `. \ \\ \ \ /r p REQUIREMENTS. L - / \` / 5 1 �, vv v' �'vv A \. � J I / 1/15/20 _ � \ \Uj OWNERSIG ATU (DATE) I \ \ \\ I.-. %� \ y♦ v LU CONRACT PURCHASER SIGNATURE GATE) 5/1/06 Pa ,- I �� I LOT 19 r LOT 26 Page let S \ ° � 4 --- LOT �� � -�-- ° � _ ��- I� � � � � LOT 2 � 21Qs LOT 27vv � \♦�vv PROPOSED STREET W Q - NOTE: LANDSCAPING PLANTS AND TREES A TREES (TYP.) r - \ \ ti • _ ° 1. ADJACENT \ ( I '"r"°x r lJ -- I / LOT 2 5 \�'\ LOT 28 \\\ \\\ \ U lvll v NEED TO BE MAINTAINED IN AREA BETWEEN 2 TO FEET ABOVE GROUND AS A CLEAR I I) 4 \ \ \\ SIGHT LINES AND ACCOMMODATE PEDESTRIANS.Ll- ���� � - ^' � \ � A\ � Y � o ZONE TOPRES�RVESI s I" x LOT ZO V LOT 23 /�.. A O EE \\\ V1v \ LU z E - LOT " I - 3 x .1 a AC (P - Q v� D � U0 Ul z I M8 (t) � � LOT LU LOT2-- i � 9 I ` ' lil � 21 � \ / \ I / �LU OT 29 U) (/) J S o �(23)IN LOT 1 \ �A LU 2 - I v W x ❑ Il o l ° " a 3 0) � LOT 30 V I y , ° I • 1O n - R - 0 SI. H DIS pNCE=z8o' T -- n � v . . " x � � � �, N " O OP s Air- PAC m " O LOT 3 INDIGO ROAD 3Q SIGHT DISTANCE=z8o' _ IN_DIGO OAD � � t • � T 1 4o PUBLICR/W \ VAR. WDITH U_BLIC R - _ - w x / 57A !3 E . Y y Ww w w wW ww-mow-�� W W x \ 0 W- W W-a - - W- 22 E �p9° " °o LU ILL tJ - L INTERSECTION TO INDIGO ROAD ` a o 3to Fi26fvfC/ �E , v ° JOB NO. &CRANBERRY LANE --� - - - - - - - SPACE GRAPHIC SCALE / 12Q6 ° - f (53) OP STREET - (o.QzS AC) 30 65 e 1 6 - - -- TREES - _- 30 0 is sot sot / 120 Ny2OZ1$`� \/ SCALE CLAUDIUS 1"=30' m CROZET h SHEET NO. ° --- ' ( IN FEET ) I� -- -- - PARK n 30 fL 11 = Design Storm Year = 10 off SWETWINTM ®-� a •e �� 11 ��------_- • 1 1 �� 111 ®�®® ©- 111 1 •1 111 ����------_- �- 111 1 •1 111 ®���------_- ® ••• 11 •s 11 � 11 ®®®� ���-----__- Structure Area C'W tr Station dt/ I I - - - - - (Acres) (Min.) 2 0.00 0.90 5.0 10+30.75 4 0.00 0.90 5.0 10+63.10 6 0.00 0.90 5.0 12+03.19 ��' _ t07- \ \ \ 8 0.00 0.30 5.0 12 69.21 10 0.17 0.79 5.0 12+98.91 12 0.27 0.86 5.0 11+27.84 i COT22 14 0.13 0.90 5.0 13+34.91�� 16 0.00 0.90 5.0 10+82.98 - \� 18 0.09 0.83 5.0 11+15.01 20 0.61 0.76 5.0 12+40.12 -1 Ir 22 0.30 0.72 5.0 10+51.97 t - 24 0.09 0.85 5.0 10+57.14 �� OT�O /� �'"-� 28 0.03 0.70 5.0 11+09.63 - I - � YD sz 28B 0.27 0.72 5.0 12+55.51 \ \ - 26 0.23 0.72 5.0 10+84.44 C pT9_ - - -- OR OANA I { .1990 ACR ES RES � ZONING: D yore 924 PG. 271 s rn SJONES, BENJ 300 1"Q J- 3 tOTJ - \_ I I OR SARA BE"T�H� r I 0,2120 ACRE} z zoNING R-B-RFsIDEnyTtAt� of �a369PG. l�j uI ��J0. C o i 056A2- 4-00-00200 I BEASL'EY, ALBA I/ - 1 0T k r _ OR PAgAELA B J YD-z 0.2I20 ACRE' � - 1 I • I ZONING: R-6 RESWEN'1'fAI. I __ * D.B. 22 5 PG. 096 i I 1 I 34 -_�_�������_ a 11 QO° a /o m 111 1 a. •"®e' le 11 ®� 11 1 111 � 11 YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH' (g.) SLOPE (%) INVERT N INVERT OUT MATERIAL INLET TYPE Curb Type SIZE RIM ELEVATION YD-6 YARD INLET N/A 24" 675.84 YD-5 12 57.50 2.05% 670.75 669.50 HDPE YD-4 YARD INLET N/A 24" 674.90 YD-3 12 65.34 4.64% 669.40 666.18 HDPE YD-2 YARD INLET N/A 24" 672.70 YD-1 12 74.83 2.70% 666.10 664.00 HDPE YD-12 YARD INLET N/A 24" 665.63 YD-11 12 28.00 0.50% 661.27 661.11 HDPE YD-10 YARD INLET N/A 24" 665.99 YD-9 12 33.40 0.51% 661.01 660.82 HDPE YD-8 YARD INLET N/A 24" 667.90 YD-7 12 75.59 0.50% 660.72 660.32 HDPE YD-14 YARD INLET N/A 24" 669.98 YD-13 12 65.40 3.14% 663.00 660.82 HDPE YD-18 YARD INLET N/A 24" 664.59 YD-17 12 47.26 5.36% 653.00 650.25 HDPE YD-16 YARD INLET N/A 24" 661.03 YD-15 12 51.18 0 50% 650.15 649.88 HDPE 20 2 N V � A x A :'Rr C0� \ \ I\ 4 \ t1 / 9 t�ACLE ERARD E S \ \ \ - � - - -\- - I Onn4Y ` \ COT\ \ _ 0.2710 AC \ 3 L� ZrG: R D. . 28 O T2C YD-i6 I I A A COT.i. • e'e ;� YD-i8 ..I `'. `; I' \ I I III I 1 \ z8 / OTZj OT�3 COTZ4 C jzS COT f I : �. 2 6 COT I \ _ T22, COT�8 X I \ 1 i -� 056A2-01-00-072 0 \"' ... - 6` �:..`L:: ry �LAUDIUS CROZET PARK INtY - 1 L6650 kCRES� / \ ZONING: RURAL AREAS \ �`� o - I O T z 1 \ D.B. 1536 PG. 408 V ``�=�,r-; 9 GRAPHIC SC�F� COT 50 0 25 50 100 zoo �! 30 \ CR 2 /US Fr t y I ( IN FEET � ARK � �I'� OT32 1 inch 50 ft. Table 6: Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet c O 0 C v v N 6 s N n n N U O _ U 0 18 N O U LrO. O C O N _ C Cp 2 V 3 U U a L '� F E ❑ m c 3 `m •I0• o c m 3o ¢ E c O ❑ t c° o Q a E m - m r j 3 H 0 t w a > Q Ci U O O G ui . in U F o a F left 0.17 0.86 0.146 0.58 0.00 0.58 1.1111 0.0200 2.0 0.0833 4.1650 1.41 right 0.10 0.86 0.086 0.34 0.00 0.34 0,0010 0.0200 2.0 0.0833 4.1fi50 6.88 12 3C 6.0 combined flow 0.9 0.12 0.264 6.06 Maximum allowable spread=15' left 0.13 0.76 0.099 D.40 0.00 0.40 0.0010 0.0200 2.0 0.0833 4.1650 7.25 right 0.48 0.76 0.365 1.46 0.00 1.46 0.0010 0.0200 2.0 0.0833 4.1650 11.83 20 3C 6.0 combined flow L9 0.19 0.418 9.59 Maximum allowable spread=15' left 0.18 0.72 0.130 0.52 0.00 0.52 0.0010 0.0200 2.0 0.0833 4.1650 8.03 right 0.09 0.72 0.065 0.26 0.00 0.26 0.0010 0.0200 2.0 0.0833 4.1650 6.19 28B 3C 8.0 combined flow 0.8 0.09 0.207 4.74 Maximum allowable spread=7' Table 6: Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity FUR-] (Intensity is 4 in/hr far spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet p C G' iN N ` y U o o m v v N U v 3 n n U 0 t N N t O U m C n p m m m N c Os, p` m a «o w m r= m E a d u v o a O left 0.17 0.86 0.00 0.95 0.0010 0.0200 2.0 0.0633 4.1650 10.118 right 0.10 0.86 0.00 0.56 0.0010 0.0200 2.0 0.0833 4.1650 8.26 12 3C 6.0 bined flow 1.5 0.17 0.365 8.36 Maximum allowable spread=15' left 0.13 0.76 S2.37 0.00 0.64 0,0010 0.0200 2.0 0,0833 4.16508.70right 0.48 0.76 0.00 2.37 0.0010 0.0200 2.0 0.0833 4.1650 14.2020 3C 6.0 bined flow 3.0 0.27 0578 13.25 Maximum allowable spread=l5' left 0.18 0.72 0.00 0.84 0.0010 0.0200 2.0 0.0833 4.1650 9.6ht0.09 0.72 2 0.00 0.42 0.0010 0.0200 2.0 0.0833 4.1650 7.43 288 3C 8.0 combined flow 1.3 0.13 0.286 6.551Maximum allowable spread=7' Table 7: Grade Inlet Design Table 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 o x v d w v "_ + m v t w U W O b m m c c o m m r N t+n d c L, > E Q o 3e u o ``N, a N `ri v E ov`- a3j3 ,°k E > U 3'0. w U) 0 2 a. ¢ U a i3 (7 16 L`i vl W ni fn w O i3 10 3BB 8.0 0.17 0.79 0.134 0.54 0.00 0.54 0.0300 0.0200 2.0 0.0830 4.1500 4.30 0.93 3.5120 0.1463 0.1561 6.22 1.29 1.00 0.54 0.00 Maximum allowable spread=15' 14 3B 8.0 0.13 0.90 0.117 0.47 0.00 0.47 0.0336 0.0200 2.0 0.0830 4.1500 4.00 0.95 3.5120 0.1463 0.1590 6.00 1.33 1.00 0.47 0.00 Maximum allowable s read=14' P 18 3BB 8.0 0.09 0.83 0.075 0.30 0.00 0.30 0.0346 0.0200 2.0 0.0830 4.1500 3.36 0.98 3,5120 0.1463 0.1634 4.93 1.62 1.00 0.30 0.00 Maximum allowable spread=14' 22 38 12.0 0.30 0.72 0.216 0.86 0.00 0.86 0.0335 0.0200 2.0 0.0830 4.1500 5.03 0.88 3.5120 0.1463 0.1488 8.08 1.49 1.00 0.86 0.00 Maximum allowable spread=14' 26 3B 4.0 0.23 0.72 0.166 0.66 0.00 0.66 0.0209 0.0200 2.0 0.0830 4.1500 4.98 1.00 3.5120 0.1463 0.1663 5.86 0.68 1.00 0.66 0.00 Maximum allowable spread=14' 28 3BB 12.0 0.03 0.70 0.021 0.08 0.00 0.08 0.0626 0.0200 2.0 0.0830 4.1500 1.87 0.95 3.5120 0.1463 0.1590 3.52 3.41 1.00 0.08 0.00 Maximum allowable spread=7' Table 7: Grade Inlet Design Table 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 `m n n x v x d O o N 8 L o y a iv w d N _ :L v + O to U N G c o U 3 c CA `, > v a 9 N N U) \ C 0- - ¢ ti (7 CO ni 3 r w° ,o u1 a C3 o 10 3BB 8.0 0.17 0.79 0.134 0.87 0.00 0.87 0.0300 0.0200 2.0 0.0830 4.1500 5.16 0.88 3.5120 0.1463 0.1488 7.85 1.02 1.00 0.87 0.00 Maximum allowable s 14 3B 8.0 0.13 0.90 0.117 0.76 0.00 0.76 0.0336 0.0200 2.0 0.0830 4.1500 4.79 0.89 3.5120 0.1463 0.1502 7.62 1.05 1.00 0.76 0.00 Maximum allowable s 18 3BB 8.0 0.09 0.83 0.075 0.49 0.00 0.49 0.0346 0.0200 2.0 0.0830 4.1500 4.03 0.95 3.5120 0.1463 0.1590 6.15 1.30 1.00 0.49 0.00 Maximum allowable s 22 3B 12.0 0.30 0.72 0.216 1.40 0.00 1.40 0.0335 0.0200 2.0 0.0830 4.1500 6.04 0.81 3.5120 0.1463 0.1385 10.33 1.16 1.00 1.40 0.00 Maximum allowable s 26 3B 4.0 0.23 0.72 0.1' IDS 0.00 1.08 0.0209 0.0200 2.0 0.0830 4.1500 5.97 0.99 3.5120 0.1463 0.1649 7.23 0.55 1.00 1.08 0.00 Maximum allowable s 28 3BB 12.0 0.03 0.70 0.021 0.14 0.00 0.14 0.0626 0.0200 2.0 0.0830 4.1500 2.24 0.88 3.5120 0.1463 0.1488 4.49 2.67 1.00 0.14 0.00 Maximum allowable s k7 SCOTT/R. CaLLINS'Z Lic. No. 035791,E p 03/30/20�1 WN \// Z o O m L J c ` F ° O � � C H U z r U) vu, W t C ^ 0 t V) [L t > w i C W of V) J - t z Il i W N m O N o ro Z� M Woman z N Q WO N I- 111 M 1--1 � z O W N Q z LL J U J w � �Vx F --- w� Co J N IL< /L9 aEi m = ^ J ^ LWL Y V r w z 1-1 Q L1.J PIPE DESIGN n = 0.013 Pipe Hydrology Pipe m m E c 'E c, i0 c m b o c t gg C E of m E m `o c a m U v y E a ® c o m E E �v S o m c �' E o 5 ~ LL m M W Q .�.. U U U H O C1 < < J C ( ❑ U- > IL it Rpe run: STR-14 - Oun- 14 10 0.13 0.90 0.117 0.117 5.00 6.67 0.78 0.78 653.00 652.00 32.0 0.013 0.0313 15 11.42 5.19 0.10 10 8 0.17 0.79 0.134 0.251 5.10 6.63 0.89 1.67 651.90 651.10 25.7 0.013 0.0311 15 11.40 6.51 0.07 8 6 0.00 0.30 0.000 0.484 5.61 6.47 0.00 3.13 651.00 650.20 62.0 0..013 0.0129 15 7.34 5.71 0.18 6 4 0.00 0.90 0.000 0.484 5.79 6.42 0.00 3.13 650.10 649.35 136.1 0.013 0.0055 15 4.80 4.14 0.55 4 2 0.00 0.90 0.000 1.695 6.34 6.25 0.00 10.60 648.50 648.34 28.4 0.013 0.0056 24 16.99 5.70 0.08 2 our 0.00 0.90 0.000 1.695 6.42 6.23 0.00 10.60 648.23 648.08 27.2 0.013 0.0055 24 16.80 5.63 0.08 Pipe run: STRA 2 - STR 8 12 8 0.27 0.86 0.232 0232 5.00 6.67 1.55 1.55 651.75 651.10 123.8 0.013 0.0052 15 4.68 3.40 0.61 Pipe run: SIR-20 - SIR 4 20 18 0.61 0.76 0,464 0.464 5.00 6.67 3.09 3.09 657.00 656.33 121.1 0.013 0,0055 15 4.80 4.15 0.49 18 16 0.09 0.83 0.075 0.754 5.49 6.51 0.49 4.91 656.23 656.00 28o 0.013 0.0082 15 5,85 5,34 0,09 16 4 0.00 0.90 0.000 1.212 5.66 6.46 0.00 7.82 654.90 653.25 79.0 0.013 0.0209 24 32.70 8.51 0.15 Pipe run: STR-28B - STR 16 28B 28 0.27 0.72 0.194 0.194 5.00 6.67 1.30 1.30 666.00 663.00 141.9 0.013 0.0211 15 9.39 5.36 0.44 28 24 0.03 0.70 0.021 0.215 5.44 6.53 0.14 1.41 662.90 661.00 48.4 0.013 0.0392 15 12.79 6.78 0.12 24 16 0.09 0.85 0.077 0.458 5.56 6.49 0.50 2.97 660.90 658.50 53.2 0.013 0.0451 15 13.72 8.84 0.10 Pipe run: STIR-16 - STIR 24 26 24 0.23 0.72 0.166 0.166 5.00 6.67 1.10 1.10 665.00 662.00 804 0.013 0.0373 15 12.48 6.25 0.21 Rpe run: STR-22 - SIR 18 22 18 0.30 0.72 0216 0.216 5.00 6.67 1.44 1.44 658.50 657.50 48.0 0.013 0.0208 15 9.33 5.45 0.15 UIU) U-) v w � z Z U W ~ Q J w = erL 1_ O V O 0 O O N 1 F 0 w a in JOB NO. 112066 SCALE In = 50. SHEET NO. 12 _ LO-269 Rev. 3-83 Project Foothill Crossing Phase V Plan Sheet No. Designer FGM, PE Sheet 1 of 1 Culvert beneath Pedestrian & Emergency Access Rev. Date Data 3/28/19 AHW Controls STATION: HYDROLOGICAL DATA D.A. = 53.4 ac. 100 yr. Flood plain elev. Design AHW depth elev. Structures elev. treq. TWelev. Culvert DA: Cw - 0.38, Tc - 27 min., 12 - 2.5 in/hr, 110 - 3.4 Whir, 125- 3.9 in/hr - = Shoulder elev. 649.0 _- CL elev. 649.2 DISCHARGES USED RISK ASSESSM ENT ADT Skew ° Cover c Q 2 = 50.73 CFS Detours Available Length Q -TU-= _M:9�CFS Overtopping Stage 0 T5--= _7 S�_CFS Flood Plain Management Inv. El. 641.5 So= 0.50% Inv. El. 641.16 Q = CFS Criteria and Significant Impact Orig. Gr. Bev. L= ff- Orig. Gr. E ev. 0 -- CFS CULVERT TYPE & SIZE Q Q/B HEADWATER COMPUTATIONS CONT. HW. ELEV. OUTLET VELOCITY End Treat COMMENTS INLET CONT. OUTLET CONTROL HW/D HW Ke do (dc+D)/2 ho H LSo HW C.M. Smooth Outlet Controlled w/downstream dprap. Proposed 36" RCP Culvert (10 yr) 68.99 68.99 2.0 6.0 0.5 2.6 2.80 2.80 4.0 0.3 6.5 6.5 N/A Culvert shall be countersunk 6". Outlet Controlled w/downstream 1prap. Proposed 36" RCP Culvert (25 yr) 79.14 79.14 2.5 7.5 0.5 2.9 2.95 2.95 5.0 0.3 7.6 7.6 N/A Culvert shall be countersunk 6". Design Flood Exceed. Prob. Elev. _ Overtop Flood Exceed. Prob. Bev. SUM MARY& RECOMMENDATIONS: Base Flood 1%Exceed. Prob. - Elev. CULVERT DRAINAGE PLAN i� %� -=! ••� j SCALES"=ioo' i ■��••�■®fi■ SCOTT/ EXIS NG U I,1G. Ni STREAM rho ♦♦ ♦ j _ � �_ 1L ❑ I / - ❑ ••� `� __ - ( ❑ - °tip ��� �ssl III- � ♦ i I" A _ I ♦� j \ i f ohs I � /r J f \ 4( i / / ' A �� / - ��/'FUTURE ,IMPROVEMENTS EO�H III II .�•/ / _ '- I ' `❑ i/ OUTFACES BELOW THE PROPOSED CULVERT O Q ,' J - _ �� • / i / /� / > Z or) E _ u • y� \ \ THE PROPOSED CULVERT ANALYSIS (WITH II ■ T° A ■ /./ ��� - f !, \ •♦ �� FLOW w/ A E ELV.N 6/ I \ \ IT WITHIN ITS THE WATESWM FACILITIES RSHED ARE CLOGGED / \ _ I- ■ ♦ \\ THIS ( 22 min. - AND PROVIDE DE ZERO ATTENUATION. S _ _�� / �L00' WPO STREAM MERCIAL & T� ) / _■ t c INDUSTRIAL AREA / / �� ❑ WITH A Cw=0.70 A �\ i� BUFFER,TYP.Up - ■ / (9.7 ac.) ( i / CULVERT DA ❑ I 1 9.1 ❑� ❑ ❑ Z 4 OZ LL w t on � =o, w in w )ao - / • / _ / / / / / I i 53.4 ac. / I I /" _ _.Y I 1 1 \, ///� Q o N o ❑ -- - / - • Cw=0.38 D ♦ / / Tc=27 min. - _ PRQPOs o \ V • - - I /i CULVERT • / / 440' OF CHANNEL \ / FLOW ,�/OELE ;=35'/ \ / J / / / '� N / \ '' �o (Te=2 min. � I- X y ICY) _ _ ��� / / / �_� �� -❑ .fit N RATED � - /�� - - _ - � �� _ �" _ � � 1 t FLOa'V AT loft/5 t _ _ - ` -, �- _. � - � A �� A� -� ICY) � EXISTING �- / _ �; �S - ❑ �' d- / / STREAM _ FOR�ESTED AREAS /� I • / �1/VITH A Cl=0 15 IS / - - _ Li " O) CN ■ / s �I > 0o ■ I / i❑ 1 V�' LLJ ♦ J 1 0 \ ■ / / • / - - • --' h - w W Q \ •H - R SI ENTIAL ; \ qw AWITH - F S ' / l� ■ / \ A C =0.40 : _ �. HILLTOP STREET w /w - ,N . w w ,, �� ❑ ti; _ (D \\ \ \ \ \ •� / 1 \ •• / I - --- _.PROPOSED SWM FACILITY / \ / - (WITH THIS PLAN) QUTFALLS -- �rJ z J m ITS WATERSHED BELOW THE 650 UPSTREAM END OF PROPOSED CULVERT SHALL BE COUNTERSUNK 6". PROPOSED INVERT ELEV. 641.50'. CONTRACTOR SHALL FIELD VERIFY CHANNEL BOTTOM ELEVATION & ENSURE CULVERT IS COUNTERSUNK 6". CONTRACTOR SHALL LINE THE CHANNEL BOTTOM, A MINIMUM OF 20' IN LENGTH, WITH VDOT STD. CL. II RIPRAP. CONTRACTOR SHALL LINE THE CHANNEL BOTTOM UPSTREAM & DOWNSTREAM FROM THE CULVERT. / ` . •. �. ❑ ',, - --- PROPOSED CULVERT LI ❑� ❑ Ul ❑ ♦•��� • 0 I I- U w 650 DOWNSTREAM INVERT ELEVATION OF PROPOSED CULVERT=641.16, DOWNSTREAM 'END OF PROPOSED CULVERT SHALL BE SET 6" BELOW EXISTING CHANNEL BOTTOM ELEVATION. CONTRACTOR SHALL FIELD VERIFY CREEK CHANNEL ELEVATION & ENSURE CULVERT INVERT IS BELOW INITIAL CREEK BOTTOM ELEVATION. RIPRAP OUTFALL WITH GEO-FABRIC UNDERLAYMENT RIPRAP OUTFALL WITH LENGTH=20' GEO-FABRIC UNDERLAYMENT 0+50 1+00 WIDTH=iB' LENGTH=20' PROFILE SCALES DEPTH=2' WIDTH=III DEPTH=2$' CULVERT VI(V) (H) PROPO ED GRADE/ EM�I,RGENCY ACCESS ROAD 36" CL. II RCP 68.00' o.50 645 645 MISTING BADE/ [Ji HANNE 640 640 m 0) 00 °o w 10 o P IC SCAL ( IN I EET ) 00 ILI U� CROZET PARKPOOL EXISTING SWIM FACILITY CULVERT DETAIL SCALE i"=30' \ UPSTREAM END OF PROPOSED CULVERT \ SHALL BE COUNTERSUNK 6". PROPOSED INVERT ELEV.=641.50'. CONTRACTOR SHALL FIELD VERIFY CHANNEL BOTTOM ELEVATION & ENSURE CULVERT IS COUNTERSUNK 6". W TREA \ \ `BUFFER, TYP. ❑� w Z Lu J Z J 100' W PO STREAM-- BUFFER,TYP. 1 0 Ihj w o TING SANITARY SEWER _-`-k---- o o_ i TO REMAIN UNDISTURBED ---- ® \ BENEATKPROPOSED FILL - - - LL , - "� Q PROPOSE VID STD. 0 C: m E J U EXISTING U STREAM, TYP. w O w CONTRACTOR SHALL LINE THE S a U o CHANNEL BOTTOM, A MINIMUM OF \ JOB NO. o 20' IN LENGTH, WITH VDOT STD. CL \ o II RIPRAP. CONTRACTOR SHALL LINE ' 112066 THE CHANNEL BOTTOM UPSTREAM & DOWNSTREAM INVERT ELEVATION OF PROPOSED SCALE LDOWNSTREAM FROM THE CULVERT. CULVERT=641.16. DOWNSTREAM 'END OF 'm PROPOSED CULVERT SHALL BE SET 6" BELOW AS SHOWN o OPEN ❑ EXISTING CHANNEL BOTTOM ELEVATION. s, CONTRACTOR SHALL FIELD VERIFY CREEK ' SHEET NO. n �'- SPACE C CHANNEL ELEVATION & ENSURE CULVERT INVERT IS BELOW INITIAL CREEK BOTTOM ELEVATION. 13 F