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HomeMy WebLinkAboutSDP202000078 Plan - Submittal (First) 2020-12-21GENERAL NOTES OWNER/DEVELOPER STANLEY MARTIN COMPANIES LLC GLENBROOK AT FOOTHILLS PHASE V 11710 PLAZA AMERICA DRIVE, STE 1100 RESTON, VIRGINIA 20190 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 05600-00-00-057B3 (DB.5358, PG506) TOTAL AREA: 5.842 AC. ZONING: R-6 RESIDENTIAL, STANDARD LEVEL — CLUSTER DEVELOPMENT WITH MANAGED SLOPES OVERLAY DISTRICT DENSITY.• ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC 5.84 ACRES x 6 UNITS / ACRE = 35 UNITS PROPOSED DENSITY.- PROPOSED LOTS = 35 31 UNITS/ 5.84 AC. = 6 DU/AC. PROPOSED USE: 35 SINGLE FAMILY ATTACHED UNITS (TYPICAL NUMBER OF BEDROOMS FOR EACH UNIT SHALL BE (2) OR (3) BEDROOMS) OPEN SPACE. • TOTAL OPEN SPACE PROPOSED = 1.639 AC (28.17.) TOTAL OPEN SPACE REQUIRED (257) = 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 = 0.068 ACRES OPEN SPACE B = 0.105 ACRES OPEN SPACE C = 1.369 ACRES OPEN SPACE D = 0.072 ACRES OPEN SPACE E = 0.025 ACRES RECREATION AREA: TOTAL AREA PROVIDED = 37,950 SF (7,000 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 RECREA TIONAL 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 TO 2 STORIES AND A MAXIMUM HT. OF 35' 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 AND UPDATED IN JANUARY 2020. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2020. 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 = 35 UNITS/4 = 9 GUEST PARKING SPACES REQUIRED TOTAL ON STREET GUEST PARKING SPACES PROVIDED = 9 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: (2) RETAINING WALLS ARE 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 128,350 s1 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 FLOODPLAIN 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 VDOT AND ALBEMARLE COUNTY STANDARDS. 5) 17E TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE /7E TRIP GENERATION MANUAL, 10TH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 35 DWELLING UNITS ADT RATE — 7.32 VPD PER DU = 256 ADT (128 ENTER1128 EXIT) AM PEAK RATE — 0.46 VPH PER DU = 16 VPH (4 ENTER/12 EXIT) PM PEAK RATE — 0.56 VPH PER DU = 20 VPH (13 ENTER/7 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 INUNDATION 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 Ile INITIAL SITE PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA \ \ \ \ / LOT 15 e \ LOT 1¢ LOT23 \ \ `\.� `\ \ \ \ A `\ \ LOT12 LOT 11 LOT 16 \ \ \ LOT 10 - / LOT1' \® vvv \ LOTS LOT8 LOT' LOT6 LOTi INDIGO ROAD VAR. WDTTH PUBLIC R/W �\ L0T18 LOTiq LOT 20 \ \ ® \ EA O: LOT 21 _ I \ LOT20 3 LOT 22 o� N 6 e - LOT 23 OVERALL ACREAGES TOTAL ACRES OF LOTS: 2.97 AC (50.97.) TOTAL ACRES OF OPEN SPACE. • 1.64 AC (28.17.) TOTAL ACRES OF ROW 1.23 AC (21.09) LOT 24 LOT25 LOT 28 \ LOT 27 � R k LOT 26 CLAUDIUS CROZET PARK SHEET LAYOUT SCALE: 1" = 60' LOT 30 \ LOT31 \ 1 LOT 32 \ LOT 33 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. LOT34 LOT 35 EXIS77NG CULVERT O 0 CULVERT 0 DROP INLET & STRUCTURE NO. CURB a CURB & GUTTER I 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 PROPOSED CONTOUR 20o 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 UTILITY PROFILES 7 STORM PROFILES 8 SANITARY PROFILES 9 NOTES & DETAILS 10 SITE UTILITY DETAILS 11 LANDSCAPING PLAN 12 DRAINAGE AREA PLAN & CALCULATIONS TOTAL SHEETS 12 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. O SCOTT R. LLINS� U Lic. No. 035791 IONei, E1;' z U) o VI En Z z o � O m a � Ln g �w v� z d � W H o ` L w CCe z W N O O N W N > zLU J J LU L9 zQ WU LLI H T1 j Q I --I z 1 W LJJ Lf) LU 0,00 LLJ > J O C) o O LL_ Q Y O z LU _j , V G Lu o w a (r) JOB NO. 112066 SCALE kS SHOVI SHEET NO. 1 _ I I LEGEND: j I I TMP: 05600-00-00-057D0 OWNER: GLENBROOK, LLC MANAGED STEEP SLOPES - ACREAGE: 9.72 AC L _ I ZONING: R-6 RESIDENTIAL EXISTING TREELINE - J - - - - - - - - - - - - - - - - - - -- - - - - - - - - I I D.B./PG.: E - '� s \ � I h USE: _ RESIDENTIAL _ � _ _ � � _ � I - - 900 STREAM BUFFER - � - - / /j \\\5\ \ II s y - - - - _s _ - - / I - - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ FUTURE PRIMITIVE CLASS B TYPE 1 TRAILWAY _ - - FOOTHILL CROSSING GREENWAY AREA - - I EX. ACSA SANITARY SEWER IN 20' ACSA SANITARY ESMT GLENBROOK GREENWAY AREA I D.B. 1997, PG. 235 --'� EXISTING LOT LINE I � � - - _ - _ _ 100' STREAM BUFFER EX MH PSV OS-17 'v TMP: 056A2-04-00-000AO e OWNER: PARKSIDE VILLAGE HOMEOWNERS - - ASSOCIATION, INC ACREAGE: 5.69AC ZONING: R-6 RESIDENTIAL +� W' ■Alt in / D.B./PG.: 3205162E EX MH PSV OS-16 o / h �1/a yy� USE: OPEN SPACE FOR THE PARKSIDE�� � �•� � ; VILLAGE NEIGHBORHOOD so ■ \ �'�, ■ ■ * \ 11 _ NO2° 44' I E 49.99 I \ \\9" I�y I I - A\ \ `-EXISTINGSWMFACDIEL, ITY7PARISIRONALD&ALBERTA APPROVED UN0.1820 ACRES ZONING :RkESIDENTIAL •- ' r11 / \ __- I \ �\ \V WP02017 Q00 " D.B. 491-1rG: 546 056n2-o4=00=o17oe 77 I I MURRAY, DENISE 0.1760 ACRES ZONING. R-6 RESIDENTIAL \ -._-D.B.2633 PG, 383_ � ,I I I 056A2-04-00-00600 1356A2 04 00 01600 - �I _BECK, JUSTIN CH. ARLES DEAN 04 5CHOTT OR SARAH ANNF SANDA HAUSMAN 0.2150 ACRES 0.1850 ACRES ZONING: Rl6 RESIDENTIA\L ZONINGRESIDENTIAL GREENWAY 0� EASEMENT DB.4775 PG. 174 / l / , 056Az-04 00 01500 --�` ---�11 056A204-00-00700 /0�6A3 04 00 QO500- CANADY PARTNERS RLLLP I I ROTHMAN, BENJAMIN A \�s'f ' ,.s / / �KIRBY PHILIP M /I \ \ \. \ \ \ / EX. 20' EMERGENCY ,. 0 1990 ACRES�, I OR�ERIN C -- \/ OR JENNIFEA J \ \ \ \'I j ACCESS ROAD l j. ZONING; R-6 RESIDENTIAL I �I 0.1680 ACRES i �1 / 0.2390 ACRES M \ EXISTING CREEK \, A \ \ D.B. 5107 PG. 85 i1 ZONING: R-6 RESIDENTIAL ZONING. R 6 RESIDENTIAL - - - - \ \ \ /. DB 5420PGT 586 7/ J / D.B. 2708 PG. 619I D.B. 2229 PG.291. r USE. RESIDENTIAL / 056A2 04-00-01400 '-- VENTURA, ROBERT E JR 056A204 00 00800 FRANKLIN ALAN GOR KARENA osba0.2270 ACRE OR AC z 0�a o0 0-0_-4- 00 ZONING: R-6RESIDENTIAL 0.1740 ACRES MOORS, RICHARD D.B.2938 PG64] ZONING: R 6 RESIDENTIAL OROANA D.B.2952 Pc. us 0.J990 ACRES ZONING: R-6 RESIDENTIAL 056A2 04_00 D.B. 3924 PG. 271 h \ \ V \ \ N. KASFN, SCOTT D 056A2 04 00 000, -C�- - - _ - OR SARAH F I I GOADIIOUSE, STEPHEN - -USE:. RESIDENTIAL 0.1980 ACRES I i1 OR URSULA - I - --- �n EXISTING N. \ `r \ \ TMP: 05600-00-00-057131 ZONING: R-6 RESIDENTIAL I 0.1760 ACRES I - - _ _ N, \ \ I os6Az-o4-o0-00300 _ MANAGED OWNER: GLENBROOK, LLC J ZONING R .RESIDENTIAL I� I _ \ \ _ D.B. 4(�II PG. 263 D B 3551 PG 086 / � I 'JONES, BL'NJ�IMIN MARTIN ^ SLOPES \ \ � \ EX. 20' SANITARY ACREAGE: 9.32 AC I OR SARA BETH SEWER EASEMENT j o I o \ \ ZONING: R-6 RESIDENTIAL I - 0.2120 ACRES ^ DB 1997 PG 235 \ 056A7049o--o12cH -- I I _RowANxILL.JON z \ \ D.B./PG.: 5039/75 (I 056Ai)- 4 00 01000 I ZONING: R RESIDENTIAL a GRorx LMIL N �TxA - w� 1 D.B.a369Pd-1�9 Z \\ \� ��V \V USE: SINGLE FAMILY RESIDENTIAL �\ 0.2170 GAR-(i RLSIDENTIAL ZONING: R-6 RESIDENTIAL ¢� USE:-_RESIDEN ` OR ELI - RESIDENTIAL V A ACRESI 0.1750 ACRES -- ----_ - - - - J' / -D.B. 4479 PG 3)6 \ IDENTIAL, a EX. STORM DRAINAGE BEA\ D.B. 2563 PG. 177 OR SLEY,A f � � 056A2 04 00 00200 - _ \ EASEMENT � BENCHMARK: - r- � � DR 5389 PG 75 \ EX MH PARKSIDEVIL-1-14 l' \ j 056A2 04-0o=01100�' - L �' I I 0.2120 ACRES , � � V A\ \\ \ RIM-640' 2 A -- ZONING, R_ --b RESIDENTIAL ENTIAL , If - A\\r- . \\\\\ \INV T \ [VORCARRIE T 275PG96 INV OUT-63310 .4'0ACRES ZONING. 6 RESIDENTIAL USE: PG. D.B.2250 PG. 214j TMP: 05600-00-00-057B3 100'STREAMBUFFER SCOTT/R. CbLLINS'Z Lie. No. 035791 ,'n 12/21/201 0 S/ONAL i -L- z o 0 o am � zr) U 3 W H o Lu LV ce z �A WN 10 N N W w J J 056A20a o0 00100 OWNER. STANLEY MARTIN COMPANIES JUSTIN F & KATHERINE PICKRAL �.r LLC 0.2710 ACRES I \ \ V ZONING R 6 RESIDENTIAL ACREAGE: 5.84 AC W d b N D.B. 4814 PG;250' / i ZONING: R-6 RESIDENTIAL \ \ \ .:� P O A D.B. 199ITARY SEWER ,40� Jt; RO .- -tJS£: RESIDENTIAL A \ V (EASEMENT / D.B./PG.: 5358150E �' - TMP: 056A2-01-00-07200 '-� reR �T�R/W ``` J s \ \ PG. 235 OWNER: CLAUDIUS CROZET PARK, INC sa,33 J� \ 'X EX. 20' ACSA SANITARY \ \ \ J SEWER EASEMENT \ \ \ \ _ EXISTING LOT LINE ACREAGE: 10.73 AC \ � I ZONING: RURAL , \ DB, 5389 PG 86 \ \ \ �� ° \ V A A 1 D.B./PG.: 1536/408 EXISTING 12" DI WATERLINE a` �' \ \ \ EXISTING TREELINE 20' WATERLINE \� 1 EASEMENT RESERVED FOR FUTURE EXTENSION D.B. 1974, PG. 456 asses_-.` \ \ AREA RESERVED FOR �' sss - - � \ ' � \ PUBLIC DEDICATION UPON A.� I I 1 o \. DEMAND BY THE COUNTY D.B. 1974, PG. 456 - -bil I \ \ \ 1 ID \ rn00 A� aAV v- 1 0 v v v v \\. EXISTING CREEK--/ TMP: 056A2-01-00-072A0 OWNER: CLAUDIUS CROZET PARK, INC ACREAGE: 11.67 AC NOTES: ZONING: RURAL 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED D.B./PG.: 1536/408 v. USE: PUBLIC PARK 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 N5z° o2'18°W 30.65 1` 49° 19' 5s"E 22.09 ` \ \ ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD \ \ VERIFIED IN DECEMBER OF 2018. 1 \ 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED STEEP SLOPES ARE LABELED. _ 4. A 100' WPO STREAM BUFFER IS SHOWN. /' \ \ \ 1 GRAPHIC SCALE �- °arAI 600-00-00-05500 \ \ \ 1 50 0 25 50 100 - cRo�N° OWNER: COUNTY OF ALBEMAF E C/O \ \� FINAN € ADMINISTRA f�jjeN RM 14 \ �� ACREAGE: 2.19 AC \ ' \ \ \ ( IN FEET ) ZONING: R-4 RESIDENTIAL 2397/431 \ D.B./PG.: \ \ \ 1 inch = 50 ft. 200 z� U WI i Ln CIO F I !J Lu 1 J HI vJ z z \1 0 Q Lu z O Q (DrUn z_ yJ//�/� X w 0 0 LL z Lu (Jj V Lu W a un JOB NO. 112066 SCALE SHEET NO. 2 3/1G' STEEL PLATE WELDED TO P05T & GROUND SMOOTH 2-1/2' DIA GALVANIZED STEEL POST. PAINTED WITH 2 GOATS OF PRIMER AND INSIGNIA YELLOW�- 3/4' DIA. STEEL PIN W/ HEAD 01 - W/ 3/8' DIA. HOLE FOR ' LOCK LOCK FIN15H SURFACE CN.11 C.) O 3' DIA- GALVANIZED ; " 19 STEEL PIPE SLEEVE 1 CPAINT ABOVE GROUND ._ " O I PORTION SAME AS POST) "1 CONCRETE FOOTING ' 3/1G' STEEL PLATE WELDED TO SLEEVE 12- NOTE- DRILL A 13/1G- DIA. HOLE THRU BOTH THE POST AND SLEEVE FOR I PIN PLACEMENT. NOTE: SEE THIS SHEET AND SHEET 5 FOR LOCATIONS O I BOLLARDS ALONG THE EMERGENCY ACCESS ROAD 1 1 NRO014 H OR N DE -1 ' 0ATIO — P 10 / 1 VILLA UNIT I VILLA UNIT TYPE B \ EXISTING POND APPROVED UNDER WPOzo1 0ooz0 _ NOTE: THE PASSIVE RECREATION AREA (33,500 \ \ 7 SF) IS THE AREA LOCATED WITHIN THE STREAM TH �� j OFTHEPROPOSEDL TS BUFFER AND OUTSIDE\ PROPOSED O BENCH AND EMERGENCY ACCESS ROAD 10 I-� ,Iv\ ` SCOTT R. LLINS'? 1890 y1 11// 1 \ FU Lic. No. 035791 PROPOSED C\ �\ \ \ ` ` 12/21/26PASSIVE �4 BENCH / RE REA ION EXISTING STREAMY \ \ \ ` ��r IONAL r/ AREA' 33,500 SF 2jF NOTE: THE PRIMITIVE PATHWAY SHALLYRE-IN TO 43 THE PAVED EMERGENCY ACCESS ROAK EMERGENCY ACCESS DESIGN r PEDESTRIAN & BICYCLE PATAY FOR AN ACCESS \ \ WEIGHT BEARING CAPACITY CONNECTION ACROSS THE CREEK AND TIE-IN\ \ SHALL BE 85,00o LBS CONNECTION TO THE FUTURE DEVELOPMENT \� FUTURE GREENWAY PROPOSED PRIMITIVE � \� � \ EASEMENT TRAILWAY(TYP.) SEE DETAIL, SHEET 9 \ EXISTING ioo' SDESIGN \ STREAM BUFFER WEIGHT BEARING CAPS�1CITY \ / \ EMERGENCYACCE \� SHALL BE 85,006-LBs \ \ zo'EMERGENCYACCESS �� \\ i ` EX. 20' EMERGENCY ROAD EASEMENT \ `, \ 'i ACCESS ROAD EASEMENT / LOT 15 zo'ASPHALT \� DB.. PG. ��!\\ \ DB 5420 PG 586 z \ \ p EMERGENCY ACCESS AND Y/ cn ACCESS ROAD TO BE EXTENDED z V) \ z MAX SETBACK /� \ (CYCLE/PEDESTRIAN ACCESS, o 5 SEE DETAIL, SHEET TO CURRENT TERMINATION POINTOF Z m ' LOT 1L} \ O PARKING SIGN \ h \ \\ DB'S4zo, PG.586 PHASE I UNTIL PARK THE ROADWAYIDGE DRIVE ITHIN INFRAST UCTOURK O En z 6' LANDSCAPING & \ \ 'I\ \ \ \ FOR FUTURE FOOTHILLS PHASES ARE COMPLETE. I"I N g I PROPOSED zo' ASPHAL \ \ LL' Lu Q_ .LOT 1 \ \ � AINTENANCE EASEMENT � ® �'S� \ � \ `SEE SHEET 5 FOR ADDITIONAL NOTES AND DETAILS � o 3 pg pG PROPOSED EMERGENCY ACCESS AN \ Ln �/-Ln BENCH BICYCLE/PEDESTRIAN ACCESS\� \ \ \ ` ON THE EMERGENCY ROAD L SEE DETAIL, SHEET g PROPOSED PRIMITIVE X V L 5'FRONTSETBACK 3 \., \ NOTE: PRIMITIVE TRAILWAYTO CONNECT W w \8, TRAILWAY (TVR) z \ S \ \ TO ASPHALT PATHWAY ANDCONCRETE REMOVABLE BOLLARDS COMPATIBLE LOCATED WITH MPLETING A WALKING WITH KNOX BOX LOCKING SYSTEM FOR 33,500 SF PASSIVE \ \ `\ \ \\ LOOP THROUGH THE DEVELOPMENT ` ~ FIRE RESCUE TO BE INSTALLED TO RECREATION AREA. \ �\ AS SHOWN. PREVENT VEHICULAR ACCESS BUT STILL SEE DETAIL, SHEET g \ \ NOTES: .._. �_ �. � \ � \ \� Ex. 20' SANITARY \ �. .. � ...., ���,-,- �.... �..�..��.��.,..�, . TLIC CTDCAKA QI ICCCD/G1 CLIl1\A/AI LICD Cl1 AI CLJAI I QC m \, LPROPOSED p --- - \ ` ` \ \� \ utr lyyi rc; 2,55 COUNTY WATER PROTECTION ORDINANCE. CG-6 CURB DRIVEWAYASPHALT OPEN / VAR. WIDTH PUBLIC \ ° \ PAVEMENT, SEE SHEET g SPACE C / / SWM FACILITY MAINTENANCE \ \ z. IN ACCORDANCE WITH CURRENT COUNTY CODE, IF a 8' ACCESS EASEMENT LOT 12 FOR PAVEMENT DETAIL \ THE DEMARCATED AREA FOR THE CONCRETE m CONCRETE PROPOSED R/W � 1 _ II ' (1.369AC) / DRAINAGE &ACCESS EASEMENT � � EX. STORM c DB.. PG. a \ BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT °ry CG-gD (TYP) r DB._, PG. \ \ DRAINAGE EASEMENT ° GARAGE 105' 3 \ \� FALLS WITHIN THE REAR YARD SETBACK IT MAY II _ DB 5389 PG 75 . I 8' GRAVEL PATH�tlQY AND ONLY BE DEVELOPED AS A PATIO. NOTE DECKS AND N n GARAGE zo.5'xz1' I "m 48 III \ / ` COVERED PORCHES MAY EXTEND 4' INTO THE REAR o °n zo.5'xz1' 21' LOT 11 N / 1o' ACESS EASEMENT\FOR 11 \ ° 1 I I 'I \ ACCESS TO THE SWM FACILITY �\ IMP: o5600-oo-o0-057B2 YARD SETBACK. 21' q 18, LOT 16 \ / AND PROPOSED RECREA11pN AREA. \ \ OWNER: GLENBROOK, LLC ` 3. RETAINING WALLS GREATER THAN YIN HEIGHT 105' X MIti SEE DETAIL, SHEET 9 \\ ACREAGE: 8. o AC w o a \ 5 REQUIRE A SEPARATE BUILDING PERMIT. WALLS N ZONING. R-6RESIDENTIAL EXCEEDING 'IN HEIGHT REQUIRE - -+ - NO PARKING SIG • , � zo , \ \ ` 4 ¢ N E / D.B./PG.: 5039/75 ENGINEER DESIGN. _ p 18' WIDE > I : I I / \ \ \ ti \ i1SE: SINGLE FAMILY RESIDENTIAL ` o ��A MINIMUM SETBACK TYP. Q x �� °� / LOT 17 `� \\ / 4. ALL WATERLINES, SEWER LINES, AND FIRE LINES ¢ I = x \\ ` FROM THE MAIN TO THE STRUCTURE MUST HAVE A DRIVEWAY zo REAR( YARD LOT 1O h� / �� j N \ \; " \ VISUAL INSPECTION PERFORMED BY THE BUILDING zF q 105 ti 3 \ \ DEPARTMENT. v TYPICAL UNIT LAYOUT W/ DRIVEWAY - ° \ ROP SED 5' S DI EWALK // \ L9 (N.T.S.) - I LOT tiR°`n� \ \ LOT 18 4 PROPO ES D BLACK VINYL \ S\ CJ7 - 9 I PROPOSED 6' \� N /CHAIN -LINK FENCE 1 io \\ / PROPOSED CONCRETE X \ TIE-IN TO EXISTING v I I 056A2-04 00 00400 I I PLANTING STRIP 8' / PATIO TYP.) / MIN. HEIGHT- 4z" / \ \ SANITARY SEWER MANHOLE ° MOORE,�ICHARTS - - - PROPOSED CENTRAL ( / \ ` Cri J o 1 I 98 ON x 2� r MAIL KIOSK / VAR. W PUBLIC q]� AN— LNG SEpAA_ I / / 8' ASPHALT PATHWAY AND SWM FACILITY MAINTEN%ONCE P \• \ ` 3 0.1990 ACRES —10 gUl� { T 10' ACESS EASEMENT FOR DRAINAGE &ACCESS EASEMENT \ �� \ N I I \ \ \ EXISTING 100' ZONING: R-6 RESIDENTUl ` w I J ° OPEN � _ ACCESS TO THE DB.. PG. \ \ \ S \ \ \ \ ` STREAM BUFFER w n I I D.B. 3924 PG. 271 I SPACED l PROPOSED RECREATION AREA. \ USE: RESIDENTIAL ' l-OT 8 l� I 0]2 A�goo� \ �$ SEE SHEET g FOR PAVEMENT DETAIL ` \\ \ \ \ Vj PROPOSED BLACK VINYL / \ PROPOSED TOT LOT CHAIN -LINK FENCE \ SEE DETAILS, SHEET 10 \ \ N o 105 h h� II" MIN. HEIGHT=4z" J \ \00 \ J EX. 20' AGSA I �J LOT 1g \� \ \ \ N Q - N LOT 7 I ; I I 529 ` SANITARY SEWER N "_4 I '056A2-04-00-00300 a0 _ EASEMENT \ Q JON�ESS .BENTAMIN TIN \ vl C-FIC Nw C E/� O \� 9° z8' ��,\ DB 5389 PG 86 - S - a OR pAI BETH Q PROPOSED STREET FI I LOT 20 \ PROPOSED RETAINING WALL > IZ-I m Ir TREES (TYP.) I I SEE DESIGN, SHEETS T3z' \ W a 0.2120 ACRES w I J, VARIABLE WIDTH PRIVATE N + I \ ` c ZONING: R-6 RESIDEN IAL x 1,5 i ` NOTE: ALL BUILDABLE AREAS \ \ J q I RETAINING WALL I°L LOT 6 I _ I z' SHALL BE LOCATED OUTSIDE OF \ \ \ \ J 369 PG. 199 N I D.B.� MAINTENANCE EASEMENT.10 / I `o S' I 1oz THE EXISTING STREAM BUFFER \ \ U E: RESIDENTIAL pg, PG, u x PROPOSED RECREATION AREA WITH I \ - S\ �, II '� MULCH GROUNDCOVER (4,450 SF) ` \ \ U c _ — LOT 5 I LOT 21 I ,a \ \ w LU o y� I \ 10' BUILDING Z o 102 SEPARATION W I - I g8' 9 I ; w ( 5'FRONTYARD I 16 (�P\ ` \\\\\ ` O < Q c �� — q _ w s�i LOT 2 QJ= 11 ( ? p� ` SETBACK ( L)OT 22 yj P/\ J � I I 1o'gU1LDIN�SE RR=10N_ YP.) x � 9 LOT �O LO-r 31 I � � \\ J S�056A2-o o��, s LOT 28 \ �\ Q p— ° A E DRIVEWAY ASPHALT PAVEMENT ! r 9 OG L I / \ ` \ \ �� \ _ , ^ a (� 111 110R PAMELA B SEE SHEET g FOR PAVEMENT DETAIL LOT I ul EpARAT1= \ I ` FUTURE GREENWAY AREA BE \ U V I _ w 2I20 ACRES 4 J 2, gtJILDING S T u \ LOT 2] \ SPACE B DEDICATED TO ALBEMARLE COUNTY \\ \ S i J (n ° I' -0NING: R-6 RESIDENTIAL I z lm �10' 95� r_ \ — I WITH GLENBROOK AT FOOTHILLS Icy, N I B. 2275 PG. 096 17 I \ \ v \ P (O.1o5 AC) PHASE III SUBDIVISION \ I --I U I i I U E: RESIDENTIAL I _ so5 x \ LOT 26 - PROPOSED 5' SIDEWALK 8? \ \ i _ E LOT 3 I V ti w j I LOT 23 \ x 25' o' BUILDING SEPARATION ` (PP \ FRONT SETBACK / ` ao z I 056A2-04-00-00100 � N 1 105� I + ul JUSTIN E PICKRAL ' L I LOT 2Lf \ \ LOT 32 ` VARIABLE WIDTH PRIVATE \ RETAINING WALL W 7 Ol ACRES ; ZONING: R-6 RESID q LOT 2 x w I \ /�. \ \ �' ` _ '�� MAINTENANCE EASEMENT z N D.B. 4814 PG. 250 �I /i CONCRETE \ 1zi zo' CG-gD (TYP) k4 - ° 9 DB. PG. I— z I USE: RESIDENTIAL VARIABLE WIDTH PRIVATE I I 1o3: I \ & LANDSCAPING & ti� U) RETAINING WALL q I I p EIP E/P \ MAINTENANCE EASEMENT o// 1 LOT 33 PROPOSED RETAINING WALL o MAINTENANCE EASEMENT I LOT 2 \ OB.—PG.— SEE DESIGN, SHEET 5 \ \ O o 280' SIGHT DISTANCE pg' PG. LOT 1 I I "i STREET SIGN (TYP) PROPOSED \ JI 1�x0° xll 116' ` LLI p SEE SHEET6 FOR SIGHT STOP SIGN (TYP.) I o Y , PROPOSED O ° ARIGHT -OF -WAY _ _ - g/ CG-6 CURB n DISTANCE INFORMATION O PARKING SIGN EXISTING RIW V _€' A 4 / So' I DRIVEWAY ASPHALT PAVEMENT ` J ^ NO PARKING SIG b _ T tih Q v / 3 86 LOT 34 I SEE SHEET g FOR PAVEMENT DETAIL q R 2 x n PROPO D SIGHT DISTANCE=z8o' ` 7 x — . / roh s- 1z1' t XISTING LOT LINE O Z v x -- �, g' (� S,R ECG-12 (Ti OPEN 0 N w s STATE ROUTE1z33 PROPOSED 5R (TYP.) .16+00 z 'R 11+0o INDIGO ROAD NO PARKING SIG 1z+00 a 14+00 CG-1z(TYPJ /OAR/ 5 ^ ` J o LL 5 HT DISTANCE=z8o'+ao — INDIGO ROAD 0 v 15+0o ROPOSED CG-6 (TYP.) 3° LOT 3r) SPACE A ° - ° w ° _ — °� (o.o68 AC) LFO PUBLIC iz�W n 0_ M v PROPOSEDSPEED VA. WDITH PUBLIC R o� E w w w w w w w--, w LL LIMIT SIGN y$ E i �jA9. 19� u z x w F x z -i 310' FROM C/L INTERSECTION TO INDIGO ROAD N70°' 42' T1" 0:P5' _ uj OPEN - w ---- -- _ z5' MAX SETBACK I ` a o -- SPACE E J JOB No. & CRANBERRY LANE O PARKING SIGN GRAPHIC SCALE NO PARKING SIG (o O�5 AC) ys / 112Q66 ° TMP: 0 6Az-of-oo-o zAo 6' LANDSCAPING & 2' 20' WATERLINE EASEMENT 5 7 30 0 1s a0 60 120 g'Nd o EXISTING OWNER: CLAUDIUS CROZET PARK INC PROPOSED ' ASPHALT AINTENANCE EASEMENT p2 / SCALE DISTANCE TO NEAREST ASPHALT EX. AREA RESERVED FOR PUBLIC RESERVED FOR FUTURE ACREAGE: 11.67 AC CLAUDIUS ATHWAYTO CONNECT TO DB.. PG. Nye / 111 _ QI o INTERSECTION (INDIGO RD PEDESTIAN DEDICATION UPON DEMAND DEVELOPMENT ` 3 a DB 1974� PG 456 ZONING: RURAL CROZET EXISTING PEDESTIAN WALKWAY SHEET No. & HILLTOP STREET) =465 WALKWAY BY THE COUNTY N FEET ) D.B./PG.: 15361408 D13.1974 PG.456 USE: PUBLIC PARK inch = 30 fi. PARK 3 r NOTE: THE WATER MAIN SHALL BE RESTRAINED WITH GRIPPER TH GASKETS UPSTREAM AND DOWNSTREAM OF THE 45' BEND AT THE END OF CRIMSON STREET. N SCOTT R. LLINS FU Lic. No. 035791 12/21/20 \ / EXISTING STREAM o��SS10 E�yG� \ � NAL Sss, \ \\ CD do \ • • \ FUTURE GREENWAY z 2 ® • N Fg \\ EASEMENT z 0 U EXISTING ZoSANTARYSEWER STREAM BUFFER � EXISTINGioo' \ 0 I / - LV� S� \ _ EX. 20' EMERGENCY \\ ACCESS ROAD EASEMENT s DB 5420 PG 586 PROPOSED SWM LOT 15 \� \\ \ \\ ` ACCESS PATH �/� 0 sS - \ \ V) Ln O F \\ m LOT 1Lf \ zo'ACSASANITARY \\ \\ O I"I Z I/ SEWER EASEMENT \, \ Ln g I PROPOSED TYPE A DB.PG. \' \ a a o 1 LOT 13 BLOW-OFF&VALVE \ MW3 \\; '� \\ ` H O � /I Z y o �� >> � v \ EX. 20' SANITARY OFFSITE SEWER MAIN CONNECTION > 0 \ o / \ \ SEWER EASEMENT FROM FOOTHILL CROSSING II INTO W DB 1997 PG 235 MH PAR KSIDEVIL-i-i4 (SHOWN 2 OR ACSA REVIEW PURPOSES ONLY) — — J EX. STORM a PROPOSED 6"-450 BEND x �@ \ \ S \ \ DRAINAGE EASEMENT 0 00/F- = \ \ \ DB 5389 PG 75 € / OPEN LOT 12 ; ,I SPACE C �i �� �� F TMP: 056o0-00-0o-o57Bz y \ \ ` OWNER: GLENBROOK, LLC o 056A2-04-00-00500 I 1 LOT11 \cam\ / `\ PROPOSED8" \\ ACREAGE: 85oAC \ C SANITARY SEWER \ KIRBY, PHILIP M LOT 16 \ / \ ` / � = \ ZONING:. R 6 RESIDENTIAL \ 0 / OR JENNIFER J x �\ \ \ \ \ �\ D.B./PG.: 5039/75 IL N 0.2390 ACRES / / ` \ \ USE: SINGLE FAMILY RESIDENTIAL o¢ \ E ZONING: R-6 RESIDENT N \ \ \ D.B. 2229 PG. 297 LOT 10 I 7 % \ \ \ \ �o o 71 \® \ \ USE: RESIDEN MH4 `I LOT 17 G vv vy A \ \ IDEVIL-z-i4 PARKS ` L9 II LOT \ �� \ \ o \ /.i \ s\\ TIE-IN TO EXISTING ` 0) ° 1 - I PROPOSED FIRE LOT 1H ` I - SANITARY SEWER MANHOLE v II HYDRANT ASSEMBLY i o 6"x6"TEE � \ � � \ \ � \ � \ / \\ REPLACE EXISTING LID WITH ` EXISTING ioo' z M J , I 1-6" G.V. '�� v A / / \ / / �A \ WATERTIGHT FRAME AND COVER STREAM BUFFER 3 I 056A2-04-00-0 0')3 MOORE, RICHAR L \ ` v o I I OR OANA I O P EN 0.199oACRES �+ I SPACED �_�� v v MHO /� \\� \V A M ZONING: R-6RE IAL � 1 LOTS I .o]zAQ— I i I I D.B. 3924 PG. 271 o 3 IIIU_SE= DENTIAL — — PROPOSED WATER x 1 \ \ ` / \ \ S\ ` O _I Q ' I _ II_ sERVICE(TYP.) Il.r \ PROPOSED \ / \ \\ \ W rn o I \ / EX. 20' ACSA \ \. \ Q LOT ] x I i LOT 19 I \ SWM FACILITY / SANITARY SEWER \ \ \\ N ,—, 3 " I 2 0 \ EASEMENT \ \ \ `9 S\ DB 5389 PG 86 \ ` o zo ACSA SANITARY 1 I I � -. "''� \ \ \ Q ~ 056A2-0-00-00300 SEWER EASEMENT 1 1, C EA O \ \ oF\ \ s \ ` > z 3 I JONES, NJAMINMARTIN DB. PG. LOT 20 I I 1, OR SARA BETH o II �� i \ \ \ \ \ \ ` J ~ o N 0.2120 AC S d LOT 6 N I MH6 ' i \ \ \ _j ' a ZONING: - SIDENTIAL D.B. 4369 PG. 19 x / ���20'ACSA SANITARY \ ` NOTE: ALL BUILDABLE AREAS S\ > USE: RE IAL - I �!, LOT 21 I / SEWER EASEMENT \ ` SHALL BE LOCATED OUTSIDE OF,\ \ z LOT 5 I DB. PG. \\ ` \\ THE EXISTING STREAM BUFFER LIJ o L9 J 3 LOT 29 \ \ \\ \' \ \ .. _j = - - - jI I LOT 22 I io' ACSA SANITARY\ \ LOT 30 LOT 3 1 3 -00-00 00 I ~ SEWER EASEMENT I �- _ I BEASLEY,ALB DB. PG. \ \ \\ ` \\ \\ ®\ P LAB LOT!} I U _ \ io'ACSASEWER OR — ACCESSEASEMENT OPEN W 7 3 1 0.2120ACRES I I N — _ PG.— Ia- LOT I \ I\ 2 \ PG. \\ I I S_PACEBZOG: PROPOSED SANIAo LOT2(O.loS AC D.B. . ./ W usE:RESIDEN23 LOT 26 I— JH= oEc LOT 3 I U .PROPOSED 6" DIP WATERLINE NE 1 i\ �S \\� %� ROPOSED 6"-45° BEND 0O �z Z I �/ � / W � w � LOT 2Lf � / �. LOT 32 � v / w Z y = 056A2-04-00-0010o LOT 2 x \ 7 - --- / �o \ Lu N JUSTIN F & KATHERINE ICKRAL 1 I MH5 z \ 0.2710 ACRES \ \ / ti1 U) Q ZONING: R-6 RESIDENTI I -� LOT Y o I ' PROPOSED FIRE \ / ` 1 33 / I USE: RESI RESIDENTIAL T 1 HYDRANTA$Sx6MTEE I LOT �5 \ \ p / / 1o'ACSASANITARY \ J ~ O o LO \ w 3 ii+oo INDIGO ROAD 3 _ 4D PUBLIC w RAW w w w w w W SEWER EASEMENT 8"x6"REDUCER \ \ j % �1 PROPOSEDTYPEA DB.�PG. ,.Oo 1 i 6 G.V.— - i BLOW -OFF & VALVE ` L.L a I� 6 x x s1 LOT 34 I 0 Z x x 51 DISTANCE=z8 ' ` p z v PROPOSED 8" PROPOSED 6" DIP O a �DIPWATERLINE ✓ N \ w y6 0 �/ WATERLINE OPEN N +00 14+00 /, SIGHTDISTANCE=?8o _ INDIGO ROA 15+00 LOT 35 SPACEA J `o _ _ o _ w (o.o68 AQ v✓ —�w i +oo ( VAR. WDITH PUBL C R/� N o — W / -- 2i)g w 2 w w w w w w x _____-- G - �g 5a u o O P PROPOSED FIRE _ �"9 - . w F —i U SS - - - - - v - . p W HYDRANTA EMBLY v _ P FAI zo' ACSA UTILITY 8"x6"TEE - `" _ — — — EASEMENT CE E 8"x6" REDUCER JOB NO ° - PROPOSED8" DIP WATERLINE REMOVE iz" PLUG PROPOSED 8"x8"TEE ROPOSED ARV AND (z) 8" G.V. TIE-IN PROP. 8" D.I. WATERLINE TMP: OWNER: ACREAGE: o56A2-01-00-072Ao CLAUDIUS CROZET PARK, INC iz.67 AC SPA DB. PG. 1-6"G.V. GRAPHIC SCALE (o.ozSAC) so o s so so C LA U D I U S 3G 6g�\ ' zo N 52° p2 18 IIZQ66 0 SCALE 11 INTO EXISTING 1z" D.I. WATERLINE AT INTERSECTION WITH NEW 22"X8" REDUCER ZONING: RURAL 1536/408 CROZET / / � 1 = O 3 o ° ( IN FEETGOALUSE: CPARK PARK I inch = 30 PI. h 7SHEETNO.7__FENCE \ , 5- 'l!'z . N / / EXISTING POND APPROVED I N I R W PROPOSED PASSIVE NATURAL \ /MATCH LINE -SEE THIS SHEET ^^`,TH OFF POzol7000zo _RECREATION AREA NO CLEARING \ r OR GRADING IS NECESSARY TO CREATE THE PASSIVE RECREATION AREA IW ISCOTT R. LLINSZ \ L I LU Lic. No. 035791 � NOTE: THE EMERGENCY ACCESS ROAD AS SHOWN ON THIS 12/21/20 �4 \ ` \ PLAN SHALL BE CONSTRUCTED TO THE LOCATION AT \ \ W J WHICH THE CURRENT PARK RIDGE DRIVE HAS BEEN SSIDxAL E�0 APPROVED, BONDED, AND CONSTRUCTED. BASED ON FUTURE GREENN`Y;_ CURRENT CONDITIONS, THE EMERGENCY ACCESS ROAD N 2jF \ EASEMENT % SHALL BE CONSTRUCTED TO THE BOUNDARY LINE OF THE PROPOSED / 4�4ag, \ \ GLENBROOK PHASE I SUBDIVISION, AS SHOWN ON THIS PRIMITIVE \ \ PLAN SHEET. IF PARK RIDGE DRIVE IS EXTENDED WITH ANY ' TRAILWAY V A �- ,, OF THE OTHER ROAD PLANS, THEN THE BOLLARDS SHALL \ .� - BE RELOCATED TO THE TERMINATION OF THE ROADWAY, / ONLY AFTER THE ROAD PLANS ARE APPROVED AND BONDED, ANDTHE ROADWAY IS CONSTRUCTED. I - EX. 20' EMERGENCY - I -- 1 ACCESS ROAD EASEMENT -'' DB 5420 PG 586 -- / ` REMOVABLE BOLLARDS COMPATIBLE 0 LOT 15 ♦ _ \ _ / �� C G `�L, 1�y1 R T FFE=66 ACCESS ROAD EX I I V I 1 WITH KNOX TO EINSTALLED NST LLEDTO FOR Ln (n 4-33 ` �/ ` (� FIRE R ESCU ETO BE ICKING SYSTEM Z 1 / / \ BSMT=654. \ _ \-� PREVENT VEH ICU LAR ACCESS BUT STILL - Z I" 11_ 1 !SEE DETAIL, THIS SOH EMERGENCY VEHICLES. - - -33 LOT \ SCALE: 1 8o _ / Of Ln FFE=66 1 I / Ln SMT=654.46 - Q g \ - LOT 13 MH '� '\ \ ♦ � � _- - / �--1 0 FFE=665.00 �'6� , - Ln En EX. 20' SANITARY \ _� - JE'� L - - _ > ¢c \ SEWER EASEMENT ` , GEOR\ -�T i - UU °- �s x s \ DB 1997 PG 235 N PPR Ro j GLENBROOK PHASE I RIGHT W 5 Lu ' / OF WAY PLATTED WITH ce \ EX. STORM \ , 5 7 55_ D PROPOSED \ DRAINAGE EASEMENT i PG. 0 �- J € / \ 6'4 66x: o DB 5389 PG 75 RECORD o � I � � - , PRIMITIVE \ � \ D PLAT DB. zo - PT.� �_ .o P -y6--- ° x TRAILWAY VAR. WIDTH PUBLIC ` / FOOTHILLS II RIGHT OF WAY J I I I I J P s \ ¢ OPEN SWM FACILITY MAINTENANCE, PLATTED WITH RECORD' \ I IT { 6g i z zo \ \ \ SPACE C DDB DRAINAGE ACCESS EASEMENT -�' \ ` 5 3g, / s . ..+ / PLAT DB. o PG.66" 056A2-04-00-00500 LOT 12 \ A 6z.77 662 .Go\ \ (1.36gAC) \ ` - /; _ J J o KIRBY, PHILIP M - 5 33 OR JENNIFER J GAR=665.00 a9% 66.00 0 35 _ 0.2390 ACRES s A 66.8E 62 46 r�E \ \ THE REMOVALBOLLARDS5HALLBEINSTALLEDATTHEEND ZONING: B-6 RESIDENTIAL LOT 11 v sz.6� EMSTING CONSTRUCTED PARK RIDGE 1 66 LOT 16 S _ REMOVABLE BOLLARDS WILL BE RELOCATEDD TO THIS NI�VGLENBROOK D.B.2229PG.297 I 3 \ / \ \ \ ` J PHASE I, AS SHOWN. IF PARK RIDGE DRIVE IS EXTENDED, THE = a CLASSIRIPRAPOUTFALL r TERMINATION POINT OFTHE PUBLIC ROAD IMPROVEMENTS. AS N ° o_ `\ USE: RESIDENTIAL TW=666 / FFE=66533 x g6pUBLICSTORM GAR6669z =60' W=1z D=z WITH / w BW-666 GAR=665-00 - - ---� ' 4 o B'S ^ \ \ \ \ i i ` / FUTURE IMPROVEMENTS ARE COMPLETED, ~ ""- - / ( 35 \ GEO TILE UNDERLAYMENT rHEe LARDS SHALL BE RELOCATED TO THE NEW TERMINATION p \° I YD-iz 5�7 ojo 66 6 55 I\ -TEX ,POINT OF THE PUBLIC ROAD IMPROVEMENTS. s RAINAGE EASEMENT 7. ti °..66T io�,,57 DB._PG. 7/ V� �`�\ s'�Y TW-6 0 L� _ MH4 x 16 .x s?� 564� Trim bb3 LOTg1] 7 A \ v \ v DRAINAGEPROPOSEDEASEMENT // \ @�`� o, / BW=66a 5 7 6b 1 ' G� / AR=663.5a \ V v / LOCATINSTALION BLEBORIDGED TTHIS THE I A \ N /' X PARKSIDEVIL-1-1 F-_ = d 666. -o�L \ N 4 FUTURE PROPOSED THE REMOVABLE U 33 22 S�yp i' .� � � � �� . \ � \ � \ � ARE COMPLETED. THE REMOVABLE BOLLARDS YD-iD \ LOT '�8 /="""� y \ \ / SHALL BE COMPATIBLE I - OT � �- \ FFE-664.5a `i x, � �\ \ O / S \ \ WITH KNOX BOX LOCKING SYSTEM FOR - _ - 10' PRIVATE STORM \ i' "` r \ FIRE RESCUE TO BE INSTALLED TO f DRAINAGE EASEMENT - FFE-666.67 x \� GAR=66y: a5 / N / / / PREVENT VEHICULAR ACCESS BUTSTILL N 1 .'GAR=666-33 1 \ \ \\ a�k1�� \ \ / `.� / / C° \II ALLOW ACCESS FOR EMERGENCY VEHICLES. DB. PG. _ �_ \ / a \ ` j / / SEE DETAIL, THIS SHEET 3. (� U �/ ­i56A2-04-00- 040 - _ _ --� TW 674 18 '� � , • l I � � Y MOORS RIC ew-66 _ o OR OANA 0.1990 ACRESy , N I YD-8 667.17 0� 1 OPEN \ \ \ MH3 / / \ r T J n SPACED / \' co d' I --I ZONEVG R-6 RESIDENTIAL LOT $% �' - _ ! \ \ / / D.B4924P6.2 I I FFEy667.5o O \ 4 \ / fi EX. 20' ACSA GAR=66 1 SANITARY SEWER /USE- IAL \ ° \ / EASEMENT TW=676 � 3 a) BW_6 D 66a5o \ \ / DB 5389 PG 86 --MATCHLINE / o 4� In. LOT.1g '' , _ N _ z III' LOT ] ' SEE THIS SHEET N GARFIFE 666a68 83o -95 �a 620' PUBLIC STORM DRAINAGE I I \ 29oS\ , /� �/ I 66 EASEMENT DB.-,PG.- \® ` 7, Q I I. \ \ OR SARA BE H IN MARTIN TW=678 5 \ �b56A2-b4-00-00300 � �� I. I °'° � ° I 4, o LOT 20 F� �,-� w Q BW-6 z YD i OT 6 �7 ° 0 7 14z 7 FFE=671.17 0.2120 ACRES GAR-66g.83 x GAR=67D. i - J CL ZONING: SIDENTIAL 4 _ 7 6p Z0 G PG. 99 / \ 6 Q _ - - VAR. WIDTH PUBLIC `� - \ i > LLJ ,17 _ \� SWM FACILITY MAINTENANCE `I U) USE: RESIDE_ TIAL 1� �� LOT 2 LOT I � �� DRAINAGE &ACCESS EASEMENT \ �s EXISTING CREEK ` w ui �11 3 6 �83 FFE=673,17 / \ DB. .PG. ` \\ ' < o w6 2a 3 I GA fi z.8 Z 1 TW=678 FFE=671.50 _ _ i �= 7 � I � / � �' r `'�,. O BW=674 GAR=671a7 10' PRIVATE STORM DRAINAGE �� LOT 29 I \ - - Y I x EASEMENT, DB.�PG._ / YD-16 FFE=661.67 LOT 30 - • zq 3\ BSMT-651.83. 056A2-04-00-00200 10' PRIVATE STORM Yo-1A - II LOT 22 I / \ FFE=661.67 LOT 31 I \ s =674.50 / LOT 2$ BSMT=651.83 FFE=66z.33 \ \ ` \ 0 �ASLEY, ALBA E 74 7 FFE DRAINAGE EASEMENT' 6 I3 a OR PAMELA B � If 1 7� GAR=674.17 _ FFE=663.50 � r� @SMT=652.50 \ \ � � m 0.2120 ACRES DB' PG. 0744 6 i%' - GAR-662.1 OVERLAND RELIEF PATH FOR INLET v J #1z IF IT BECOMES CLOGGED ZONING: R-6 RESIDENTIAL I LOT , _ - 20'PUBLIC STORM I YD-1a LOT 27 \ \ 4 z6 FFE=6fi4.17, \ \ C'-_ 661.33 OR. OVERWHELMED USE: RESIDENTIAL GAR=6744z 6 I 1_ �, DB. .PG. GAR 66z.a / \ o 661. I (O. 0 \` S \ \.. _ . W T o D.B. 2275 PG. 096 I FFE-6 DRAINAGE EASEMENT 3 L 1 - �I 675.og 4 gMo Vr x �.,, .LOT 23 FFE-66 o 58z.17 e 1 mr o __'• I J I \ , LOT z6 \` J 66a'Do _ s _ - LOT 64�7 o y - \\ N D 0 -- - f FFE=675.33. \ 66 �a 660:6 I GAR- x u GAR=675.00 ' x - -o - ,� 66 ` 0�, \ �\ � O z PROPOSED 3 0 �Izi/o \ \ �� i FFE-675�4z 6j5.00 I, � 66z.E �O0-0010 ul RETAININGWALL GAR 6j5.og 9 0.8 ', / O W 1�LL056A20 6 o �oo \ 40 6o.zo f LOT 3z / YD-4 1 I, I LOT 2Lf 664.17 66a.1 660.30 1,8% 61.33 FFE=661.6 / LLI z • x z'1 6 00 FFE=67533. \\ '� l 66 .6 1 66�.88 JUSTIN F & KATHERIN PICKRAL L -LOT 2 MHs 67a s35 \ f ' sz 3 0 0.2710 ACRES FFE=675.42 GAR=675.00 s 660.40 _ J z ZONING: R-6 RESIDENT I GAR-675.09 \ \ \ \�° 661. o y�xlx 4 9g� T PROPOSED 3' RETAIINING WALL \ o 20'PUBLIC STORM �' _,/ 660:50 66 00 J D.B. 4s1a PG. zso 67431 f 33 C DRAINAGE EASEMENT 675,0 _ \ \ g 66 \03 LOT `\ O o TW=678 - - :4 660 60 FFE=66z.33 EXISTING 100' �- USE: RESIDENTIAL BW=674 DB. PG. 79°�I `goPo LOT 25 6z-oo o BSMT=6Sz.5o �i STREAM BUFFER W 1 LOT 1 I 67,•07 75 GAR 6675300 \ 1�'O x I _ o 0 ' FFE=675.yz �`, 1 LO \YD fi GAR=675.09. _ -- a8B o - - - - o • 20' PUBLIC STORM l3.ia/o oo _ _ Q u RAINAGEEASEMENT 660 '. , 66¢�30 � fiz. 34 6 T 1 � m .. °. ¢ ° • a x a x • • 10 �" DB. PG. I CD BSMT665z.5o \' \- .. ° x f 33 TIE PROPOSED CD-11NT0 e - � I ' z x X. x PROPOSED UD-y gP i / 661.1 - ` \ O O w ° _. 66 6yD 0: qEP o OPEN ` J 12+00 3+00 - 14+s S :6% �/ '662.67 LOT 35 ----_I SPACE - 0 BSMT63.00 (o.068 AC) W W W o x / -- ° 653�17 J W � Og \ W W- - W W °, � ; 22 _ _ -- - H �Qg° LU On 1 _ 1 \. TIE PROPOSED CD-1 INTO P TRAIL JOB NO. PROPOSEDUD-4 _ SPACEE G 1PHIC SC LE J --' 112066 - TMP: -056Aa oi-oo-07zAo - _ (0.025 AC) 30 0 15 I I 120 6 .• OWNER EL-AUDIUS CROZET PARK, INC _� 30• y y -- -- - - - - -- ACREA�-i1.b7AC --- -�--666-� VAR. WIDTH PUBLIC p2 1$`� 'scA�E ' _- _- 66� - - ZONINRURAL - `\ STORM Ny2 1 - 30 D.B./PG.: 1536E DRAINAGE EASEMENT IN r ea: r I / SHEET NO. - -� FENCE PUBLIC PARK \, DB., PG. 1 inc - 30 fL. 5 G z J O Q J O Ow N 68o o O u O U O + V Vl Z N > Lu Q N ¢ m Z Z ¢ i~n _ ___ ____ 675--------------- PROPOSED ARV- 3 5' 1.300/0, � � \ 670 665 m 655 65o 645 z Z Lu w a o � ¢ O �kD O to w E3 J Z w Ti W N O °+ Z N NO N N n O W 0 Ln n l0 lD l0 l0 l0 tD 10+00 10+50 11+00 11+50 12+00 HIGH PT STA:13+38.o6 HIGH PT ELEV: 675.11 PVI STA:13+50-00 PVI ELEV:675-45 N:21.04 LVC:80.00 _ M O 01 0 PROPOSED 8"J D.I. WATERLINE REMOVE 12" PLUG PROPOSED 8"x8" TEE TIE-IN PROP. 8" D.I. WATERLINE AND (2) 8" G.V. INTO EX. 12" D.I. WATERLINE AT INTERSECTION INSTALL 12"X8" REDUCER PROPOSED 3 It W J w IT IT It m ii m N m p rz 01 O °S N a l0 l0 N rl ko w O l0 ko 'D W ID 12+50 13+00 13+50 14+00 14+50 INDIGO ROAD 25 MPH DESIGN SPEED H I G H PT STA: 14+76.5o HIGH PT ELEV: 672.41 PVI STA:15+lo.00 PVI ELEV:671.61 IC:12. z5 LVC:67.o0 n �t °v b] 15+00 3m. � LOW PT STA: 16+97.50 690 u D LOW PT ELEV:661.37 PT STA: to+i5.46 H L PVI STA:3.6+20.50 LO > w PVI ELEV:662.91 L W PT ELEV:673.16 W K:26.23 PVI STA:lo+15.o8 LVC:154.00 PVI ELEV:673.12 HIGH PT STA: 10+92.64 °, m ° M K:z.69 685 HIGH PT ELEV: 674.25 moo � A w LVC:10.00 BVCS: to+10.08 PVI STA:11+25.00 a �0 + ° Oi + 10 BVCE: 673.zz PVI ELEV:675.00 3 34 57 LOW PT STA: 1 + w ~ ✓ EVCS:lo+zo.o8 K'13'23 LOW PT ELEV: 663.92 > m > w EVCE: 673.20 LV011o.o° PVI STAaz+ 74.57 m w 680 °o o i $ m PVI ELEV:665.12 ` EXISTING GRADE 0 It + �6 ^ 4:26.07 + io LVC-j,2o.00 ` PROPOSED GRADE o "' �' ' u \ > .°o n N u m V W w + ° \ +1D ` 675 � N � \ '1 w \ M� W \ \ &jU -� �;u ` MAX. CUL-DE-SAC z.000 i.71°7° > °° \ 0° EXISTING GRADE > W GRADE = z% ---- COVER 670 \ 610 \ PROPOSE 8 x8 TEE PROPOSED GRADE FIRE HYDRANT ASSEMBLY \ AN (z) 8" G.V. 8"x6" TEE FIRE HYDRANT ASSEMBLY AT IINTERSECTION 8"x6" REDUCER \ \ \ 8"x6" 8"x6"TEE REDUCER PROPOSED 6" 665 1-6" G.V. 6" D.I. WATERLINE \ \ D I. WATERLINE & 1-6" G.V. 8" D.I. WATERLINE 6" 45" BENDJ z'oo9/0 fV TYPE A BLOW OFF o WITH 6" G.V. 66o Q w w FIRE HYDRANT ASSEMBLY 00 0 6"x6" TEE p o Z 1-6" G.V. / 6" 45° BEND) Z 655Ln lD m m 'D 0 00 l't 00 W O^ It W M ON O O m tD Cn l0 M -t m d m �y I� ^ . ei m .t N N I� lD N O O Ol °0 W fi N O I� O1 l0 O pp Vl N m 4 ^ n ^ n 00 n 00 n a0 l0 l0 l0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 15+50 16+oo 16+5o 17+00 17+50 CRIMSON STREET 25 MPH DESIGN SPEED NO TES: 7. 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 W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. 15-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL STORM STRUCTURES GREATER THAN 72' DEEP. 9. VDOT STD ST-1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. VERTICAL SCALE 5 n vs 5 10 20 ( IN FEET ) 1 inch - 5 ft. 5a a HORIZONTAL SCALE 200 ( IN FEET ) 1 inch - 50 ft. 14+00 TYPE A BLOW OFF WITH 6" G.V. SCOTT/R. C8 LLINS- Lic. No. 035791 p 12/21/20 Z O Ln Z Z Ln O ® m a Ca wN L g w o 0 Lu �...� o Ln � J / w a W� c lE i z w Q 0 �A W N C:) m N W N � z Lu J J U) 0 W 0 zT� 1 W Lu ME z Lu w U) W Q Am Lu t--I Q I -I z I --I Lu W Q J LL J O . O O LL Q O O CID Lu J U O w a � JOB NO. 112066 SCALE AS NOTED SHEET NO. 6 STR-YD-z 24" YARD INLET 24" YARD INLET RIM:673,66 STR-YD-iA RIM:673.00 INV IN:668.5o FROM STR-YD-6 24" YARD INLET INVIIQ:6bj.T2FROMSTR-YD=4 - INV OUT:668.4o TO STR-YD-2 RIM:671.90 68o INV OUT:667.82 TO STR-YD-1A 1 INV IN:666.00 FROM STR-YD-z INV OUT:665.90 TO STR-28 STR-28 � STR-YD-6 VDOT STD. DI-3B (L=12') 24" YARD INLET RI M:671.62 INV IN:665-49 FROM STR-YD-1A 675 R I M:67433 INV OUT:669.00 TO ST -YD-4 INV IN:665.49 FROM STR-28B INV IN:665.49 FROM STR-24 INV OUT:665.39 TO STR-22 670 12"HDPE 12" HDPE 0'820A y2, HDPE o 5042' @ 0.88% 57.50 665 7530 �Za°� 12" HDPE @ 2.16% 6s-4 6o 655 O N O N O O M O N d• O O 0 1� 00 n 00 00 Ci BOO Co 00 lDCo W LD iD w w 10+00 10+50 11+00 11+50 12+00 YD-6 - STR28 68o 12+So / f \ STR-YD-8 675 STR-YD-7A 24" YARD INLET 24" YARD INLET - RIM:665.g1 RIM:6LET N\V IN:66o.92 FROM STR-YD-io INV4N:66o.92 FROM STR-YD-14 INV IN:66 .42 FROM STR-YD-8 INV OUT:66o.82 TO STR-YD-7A INV O T:660.32 TO STR-22 \ 670STR-22 S -YD-io VDOT ST . DI-3B (L=12') RIM:664.85 RI :66R. INLET INV IN:66o.23 FROM STR-YD-7A INV IN:5.zo -12 INV IN:6 8.6 FROM STR-z8 INV OUT:662. FROM STR-YD8 5 INV OUT:661.1oT0 STR-YD-8 INV OUT:65 •54TO STR-16 665 STR-YD-12 24" YARD INLET R I M:664. 00 INV OUT:66i.36 TO STF 66o 12" HDPE 12" HDPE 28.00' @ 0.50% 75.61' @a o.5o% 12" HDPE 12" HDPE 31.og' (7a o.50% 14.72' t7a 0.50% 655 t O N 0 O N Ol NO N 1� 00 .t O rl ko ID 10+00 10+50 11+00 11+50 685 IYD-1.2 - STR22 68o STR-YD-8 24" YARD INO RIM:665.91/ TINV V �1:t66 6FROM STR-YD-1o.N6o92 FROM STR-YD-14 INV, STR-YD-14 24" YARD INLET R I M:669.25 670 INV OUT:664.00 TO E • • 4 NDe� o% 66o 61 Co 0 o 00 10+00 10+50 11+00 YD-14 - YD-8 12+00 675 675 EXISTING GRADE VDOT STD, MH STR-io VDOT STD. DI-3B (L=8') RIM:665-70 RIM:665.1g _ STR-4 ! - - - - - - - INV IN:655.66 FROM STR-12 INV IN:658.o6 FROM STR-14 VDOT STD. MH// INVTN:657-.81- OM STR-10 670 INV OUT:657.96 TO STR-8 RIM:662,5o INV OUT:655.56TO-STR-6 INV IN:65438 FROM STR-6 / STR-14 INV IN:656.oS FRO1�45(TR-i6 / _ _ _ VDOT STD. DI.3B (L=8') INV OUT:654.26 TO STR-2 / RIM:665.20 / / PROPOSED GRADE / INV OUT:658.26 10 STR-10 665 STR-2 I STR-6 VDOT STD. MH /Z VDOT STD. MH RIM:658.29 RIM:669.22 INV IN:653-75 FROM STR-4 INV IN:655.29 FROM STR-8 / PROPOSED 8" W TER INV OUT.653.65 TO OUT INV OUT:655.19 TO STR-4 LINE CROSSING 66o / 1.1' PIP 1SHALL HAVE WATERTIGHT / HGL (TYP.) ------- CONNECT ONS FOR io-YEAR STORM W E=654.6g 15"HDPE 655 ----------------------------------------- -----_------ - 29 93' 0.60% INV OUT - / 15" HDPE 15' HDPE o. oo/a 50.30 ' 5 15" HDPE z5.7o' dal 0.50% 653.10 15737 @ 0.50% VDOT STD. EW-1 ENDWALL W/ 18" HDPE RIPRAP OUTFALL 65 z1.46' �a z.12% 18" HDPE 22.55' @d 2.24% CLASS I RIP RAP OUTFALL L=60', W=12', D=2' WITH GEO-TEXTILE UNDERLAYMENT 645 N. NO ^ �N 00 I ^ I N ,Mj tD ID w w lD W tD W t0 w �D Lo t0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 STR14 - OUT 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 & WIL AND 7.5' 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, 670 / STR-YD-18 24" YARD INLET RIM:663.63 INV OUT:658.00 TO STR- 665 / STR-YD-16 24'YARD INLET RIM:659.05 V IN:655.o5 FROM STR-YD-18 INV OUT:654.95 TO STR- 66o jo, INV OUT65554-04 / p 65o 12" HDPE 40.18` Qa 2.15% 645 o rn 00 co H o 111 0D . N p N 0 M lyiy ko 'D ko a 'D ID kD 'D 10+00 10+50 11+00 11+50 [YD-j.8 - OUT •:• 675 670 665 ••• 655 65o 13+So STR-16 EXISTING GRADE VDOT STD. MH RIM:663-94 STR-28 INV IN;658.So FROM STR-18/ VDOT STD. DI-313'(1,=,12') INV IN:656.69 FROM STR-22 RIM:671.62 \ INV IN:656.69 FROM ST10-20 INV IN:665.49 FROM STR-1A STR-28B INV OUT:656.59 TO/SiR-4 INV IN:665.49 FROM STR-28B, VDOT STD. DI-3C (L= ') STR-22 INV IN:665.49 FROM STR-24 RIM:673.78 VDOT STD. DI-36 (L=i2') INV OUT:665.39 TO STR-22 INV OUT:667.o8 TO S R i/ RIM:664.85 INV IN:66o.23 FROM STR-YD-7A INV IN:658.64 FROM STR-28 / PROPOSED GRADE INV OUT:658.54 TO STR-16 HGL (TYP.) /----------------------------- --- 1.2 _ ✓i • • SAN. LAT. CROSSINGS PR OSED 6" • (T.p ) 1.5' • • "y5 EQE elo 15" HDPE NSA 125.99' @ 1.22% 6 y196 ice• � Z•7z 00 S l(1 O Ol ri 1� N 0 ^ O to M O cq !^ S N M N w W 00 1O pl �N N �O S t0 00 I� S tD w 'o ID 'D W 00 00 C W 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STR28B - STR16 VERTICAL SCALE 5 o 2.5 5 10 20 ( IN FEET ) 1 inch - 5 ft. HORIZONTAL SCALE s0 0 25 50 100 200 ( IN FEET ) 1. inch = 50 ft. SCOTTIR. C63I,INS'Z STR-28 U Lic. No. 0357913 68o 685 VDOT STD. DI-3B (L=12') 12/21/20 NIN 665.49FROM STR-YD-1A lw S�IONAL ✓EXISTING GRACE INV IN:665-49FROM STR-28B INV IN:665.49 FROM STR-24 ECG NV @UT:665.39 TO STR-22 675 680 \ STR-24 STR-16 �` VDQT5TD:MH /VDOT STD. MH RIM:67z.g1 RIM:663.94 EXISTING RARE INV IN:665.83, FROM STR-26 INV IN:658.5o FROM STR-18 INV OUT:665.73 TO STR-28 INV IN:656.69 FROM STR-22 STR-26 670 INV IN:656.69 FROM STR-20 675 VDOT STD. DI-313 L=4") INV OUT:6S6.59 TO STR-4RIM:6 GRADE 73J9 STR-18 LPROPOSED INV0UT:667.17T STR-24 OSED GRA VDOT STD. DI-3 (L=8') RIM:665.72 66 INV OUT:659.00 5 O STR-i6 670PROPOSED 6" ,A o WATERLINE V, HGL (TYP.)CROSSING Z zoCo .. W15" a E GL ( ) 66515" O En66o Z HDPE ,,wwg----- -28.o3' Qa 4.19% V/Z H O GHDP @ 1-42% 45 45 0.50% S 22' ISANLOT ?LAT. W C z 655 66o CROSSING ce ao p N 0 lD O O ENO . o d N A0 1D tD 00 0 10+00 10+50 10+00 10+50 11+00 STR18 - STR161 I STR26 - STR28 EXISTING GRADE o w N 675 N VDOT STD. MH _ RIM:663-94 _ - - Z INV IN:6S8.5o FROM STR-18 / INV IN:6S6.69 FROM STR-22 67CSTR-4 INV'IN 656.6g FROM STR-20 0 V OT STD. MH INV OUT:656.59 TO STR-4 z z8 RIM:662.50 \ INV IN:6543 STR-2o FROM STR-6 \ VDOT STD. DI-3C L=6') ~ Q INV IN:656.o5 FROM STR-16 PROPOSED \ M J INV OUT:65 2 TO STR-z 4.63' INVO T:6�65 GRADE \ INV OUT:657.1z T STR-16 �0- M66oW CD 2.2' 1.1' PROPOSED N---------------N WATER SER ICE CROSSINGS 6551S" HDPE i 81.57' Qa o.50% LLI J 1 J 6 O LOT 111 5 SAN. LAT. W W U) CROSSINGLu SAN. LAT. J OD 0 00 °, o ItCROSSING O TQ D�N ^ ^ d N i O D w ID L J [if a- a_Q 10+00 10+50 11+00 11+50 12+00 2 ♦ ) ISTR20-STR4 W Y o w = Vi ul 07 O STR-8 F_O VDOT STD, MH LLJ LL RII70 z L 670 INVV IN:6.66 FROM STR-12 INV IN:657.81 FROM STR-10 Q NV OUT:655.56 TO STR-6 U) rEXISTING GRADE STR-12 O ROPOSED GRADE VDOT STD. 1-3C (L=6') W 665 RIM:66o.43 INV OUT:656.16 TO STR-8 Q� O 0,.,/ PROP SED Q WATER SE VICE \ 660CROS I GS ^ O oo z N J HGL (I P.) 2.6' D( 1.0' 655 ------------------------ \_i5" HDPE 000 0 Ln � 95.8o' @o.5o% 00 10+00 10+50 11+00 [S_�R2 - STR 8 u U F w i1J w a � JOB NO. 112066 SCALE AS NOTED SHEET NO. 7 370 MHi R I M:645.19 INV IN:637.5o FROM MHz / INV IN:637.5o FROM MH6 665 INV IN:637.5o FROM MH7 / INV OUT:637.3o TO EX ParksideVil-1-14 EXISTING GRADE / 66o f / / PROPOSED GRADE 655 I 650 645 ti do 640 635 N S m M M � co n D oco 10+00 10+50 11+00 11+50 JMH6 - MHi. MHi R I M:645.19 INV IN:637.5o FROM MHz rINV IN:637.5o FROM MH6 I INV IN:637.5o FROM MH7 650 INV OUT:6�Mo TO EX ParksideVi 645 EXISTING GRADE--\ 640 Lr- 8" SDR z6 PVC 635 164.88' Qa o.61% m � Cq a a a a MH6 R I M:658.71 INV OUT:653.5oTO MHI 10+00 I0+50 II+00 I.J.+50 MH7 -MH1 12+00 MH7 R I M:641.84 INV OUT:638.5oTO 1z+00 585 ..s 675 670 665 660 MHz RIM:649.8o INV IN:641.00 FROM MH3 MHi INV OUT:640.8o TO MHi EX PARKSIDEVIL-1-14 RIM:645.19 655 REPLACE EXISTING LID WITH INV IN:637.5o FROM MHz / WATERTIGHT FRAME & COVER FINV IN:637.5o FROM MH6 RIM:640.00 INV IN:637.5o FROM MH7 INV IN: 633.6o (FROM INV OUT:637.3o TO EX ParksideVil-1-14 z' FOOTHILL II MH-1) / INV IN:633.6o FROM MHi 650 INV OUT: 633.4o TO EX MH -------- - 645 ' ✓ / SWM $, p(io POND 640 / 1 UTFALL 1�4pO / .640.4z - / 1. z' / / R 26 ?\I C gz% @ I 635 630 /- EXISTING GRADE / MH5 / RIM:674.40 MH3 / INV OUT:664.65 TO RIM:66i.8o , INV IN:646.3o FROM MH4 INV OUT:646.Io TO MHz / / PROPOSED GRADE / MH4 / ' RIM:664.83 / INV IN:657.50 FROM MH5 / INV 0R6 o TO MH / 573 3 / YD-IB / i YD7B /PROPOSED WATERLINE CROSSING V,0\ -190, N 01 Ol S l0 M ci N N W I� lD N 0) 'i ll1 N m m N 00 lD ^ N N N N 00 m 00 m H O l0 S 0) ^ l0 M 1p O1 m 0) N Ol m k m ci n ~ O V1 O O M rl O O '1 M ri m W V1 1� m rl a l0 1 00 .t 00 d' 00 .t m .t N Ol .T M Vl ^ 1� «1 N V1 l0 N 10 'i l0 l0 t\ 1 l0 ri 00 ri l0 N 00 O r` N 00 m n m f r` 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo M H 5 - EX PV-i.-14 NOTES. 1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WAL 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 17+50 18+oo 18+5o VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET j 1 inch = 50 ft. 19+00 20 SCOTT/R. "'�LLINS Z Lic. No. 035791 ,a p 12/21/20 ��j z o rn Z z ~ o Oa � o= Ln N w �••� 0 -� > N W L J Lu Q z 0 Lu N 0 zz M J N w U) W o CV Q W" z w ~ J 1 J > > co 0 � w w � LL o Q o z J �^^ LL U J � WY H� W = Q ulU) O zw LL. � H Q U) J w o Of o J Q m z 0C:)N w J u `D u 0 w o w 2ao 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 THE 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 OUTFALL 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 INSPEC7ON 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 TRANSPORTAT70N SPECIFICA77ONS 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 SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA7ION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY 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 SPECIFICATONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 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 183 0 183 5 5 8.52 SM-9.5 1.5 2.25 BM-25 3 2.15 21B 5 0.6 12.83 Indigo Road 256 0 256 5 5 9.69 SM-9.5 1.5 1225 BM-25 3 2.15 21B 5 EXIST. GROUND EXIST. GROUND NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP RPER 3' CLEAR ZONE REQUIREMENT CG-6 3• CURB & GUTTER I CLEAT R ZONE I 2% 2Z PLANTING STRIP C� POINT OF CG-6 FINISHED GRADE CURB & GUTTER 3• 4SURFACE CLEAR I"I 2X 2X =77 - 6' PLANTING a• I.nnr STRIP R1W 5' W)DE CONCRETE SIDEWALK I I \ I 5g7ApSJEE `SUBBASE S7aV I VAR. 2 5'BA WIDTH (TRAVEL LANE) (TRA__j2 -1 VEL LANE) 1 30' F/C VAR. WIDTH ROW TYPICAL NAI0HBORHO0,0 STREET SECTION (V-4R. #rfDr ' R/#-) INDIGO ROAD PUBLIC ROAD CS-SSAR RESIDENTIAL & fIfIXED USE SUBDIVISION STR ET D.FS16N SPEED. 25 dfPfY PARXING #PITH BUMP -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 SIDEWALK 4" VDOT 21A STONE BASE NONE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3• CLEAR ZONE REQUIREMENT CI Cc-s 3• CURB & GUTTER CLEAj R ZONE I 2X 2X PLAN77NC."• STRIP I POINT OF CG-6 FINISHED GRADE CURB & GUTTER 31 CLEAT k ZONI SURFACE 2X 2% 6' PLANTING 7=7sr1A STRIP - SUBBASE B2Af 6 4" VDOT 21A STONE BASE RIW 5' WIDE CONCRETE SIDEWALK I \ I 2X l I o' 1D' ",A EL LANE) (TRAVFI I AWE) 24• Ff0-F/C 49' TYPICAL NEICHBORHOOD STREET SECTION (49 ' R/TYJ CRIffSON STREET (PUBLIC ROADS) CS-SSAR RESIDENTIAL & JfIXED USE SUBOIIVISION STREET DESIGN SPEED. 25 IVPf! PARTCING 07TB BUd(P-OUTS f49'z2O A SPACESM) 'NOTE UD-4 UNDERDRAINS APE REQUIRED WH N THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD nnnnnnnnnnnnnnnnnnnnnnnnnnnnnn . 111111111111111111111111111111 lair - / • -,�••1."'.+',1'�.�'�."•;>,'�.�'�.�'�.�'�' A i �l .yt fie• '�ir�ej �.�� �• ��s��•!.~1i�eea� . •I -. - . i A n,. •4. ear.. e• lied. �e1Nr�. -.}i. • ' lea '�e•�n1i�. • - . -I A I M'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 /i/ NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE % T D ' ` 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 asphall 12 min. / Hsphalt Concrete Surface klatpnal` �6- min. /f &CRd'aN Concrete Base. Type- 1.5' min. 10' min. Aggregate Base Material. TYpef Size No. 21Aw 213 ,. 12'Benrh Min. NOTES: ` Asphalt Concete Surface Material SM-9.5A forADT<10,000 SM-950 forAOT 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 S10 PEA xxW 12 Inches minimumbeyondthe edge of the trench on longitudinal open cuts, or 25 feetminlmum beyond the trench centerline on perpendlculx open GPIs, or as determined 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 depthof existng asphaltooncrete, whidtever is greater Sub -base cours a depth shall be 10• or a qua, to depth of existing sub -base, -+II whicheveris greater ' Horizontal and vertical surfaces Benc1 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 BTdge Spedficabons \ No. 26 Or 27 aggregate pipe bedding in accordancewfth Sections 205 & 302 of the Road and Bdtlge SpedficaDons Not to Seale NO SCALE GEOTEXTILE DRAINAGE FROM (OVERLAP V-0- AT TOP) PAVEMENT MA7ERVl:i. LODE PAVED SHOULDER SECTION UP TO ELBOV PIPE S PETRFI PRIMARY DIRECTION OFOF WATER FLOWFLOW 4W ELBOW CONNECTION 45- WYE CONNECTION 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 UDEADItNN SHALL BE CENTERED UNDER LURE AND GUTTER WOTEXTILE DRAINAGE FABRIC .l:2;. (OVERLAP r-O' AT TOP) , i'1 SEE NOTE I� t •57 M.OnEGRE. Ma 4' PIPE AGGBEGATE OR CRUSHED CLASS IEETNG •6 GRADATION REQUIREMENT. PAY LIMITS PIPE TO FOR OUTLET BEGIN WITH 45- ELBOW CURB AND GUTTER SECTION EP 011ATED ^Est S' STANDARD PAVEMENT EDGEDRAIN 1EE 240 ROAD AND BRIDGE TDANIADS SHEET 1 OF 2 REVISION DATE 256 08,04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 7O LOT is\`\\ C12/21/20 LOT x4\\LOT 11 ` \ + , LOT e v O \ / _ v LOT1T LOTB S . I III I '•\ � LOT ¢0 \\\ \ ;. EXIST. GROUNDbi LOT,, Lori W N \ EXIST. GROUND - MOTs ,I O Or I U) 3P • LOTz • LOT3x : A , LOT xa x 1­1 I - • I \ I n ' LOT nn A z LOT: I • ,:r U) 0 \ z M O DO 34DO NPIGOPOPP - - _ / LOT 35 SanCFR --- ORSRr - -INDIGO ROAD , . �I U z 56 ADT --- - - - - /A cup a 73 ADT vl Uj z Rn TRIP GENERATION CALCULATIONS TRIP GENERATION LUW TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) SCALE: 1" = 100' z 35 TOWNHOUSE UNITS (INCLUDES FUTURE) - CODE 220 ADT: 256 VPD (128 ENTER / 128 EXIT) Exisr. cROUN AM PEAK: 16 VPH (4 ENTER / 12 EXIT) PM PEAK: 20 VPH (13 ENTER / 7 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 CD STANDARDS OF VDOT UNLESS OTHERWISE NOTED. LU J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED o N EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER NOTE: CONCRETE CG-12 RAMPS SHALL HAVE A MAXIMUM OF 2% CROSS -SLOPE. 3-4"HARDWOOD ',^'."i"{*yy`". •,,s, MULCH OR 2" STONE DUST /�� ��/ /��/ COMPACTED SUBGRADE PEDESTRIAN TRAIL NOTES: 2. THE PEDESTRIAN WALKING TRAIL IS PRIMITIVE TRAIL SHALL BE CONSTRUCTEDTO THE"PRIMITIVE TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL SECTION 7 .H. 2. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED WITH REGARD FOR THE EXISTING NATURAL FEATURES. 3. THE TRAIL SHALL BE 5'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-rlvnvv - uRl vr_yym ) NO SCALE VDOT #21A TOP COAT VDOT 23 STONE - BASE OURSE 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. z 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). Amr_� 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. M 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 L1 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 U) I 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. 0sm \\N \9 \ vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE O LgM COMPACTED GRAVEL ACCESS ROAD TO SWAP FACILITY SUBGRADE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. z 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-T NOTD COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG•3 IN LINEAR FEET( GENERAL NOTES) DETECTABLE WARNING SURFACE (AREA N SQUARE YARDS) t. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF TIE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERI/LS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP, DETECTABLE WARNING SURFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAVP 121 MAX THE REQUIREMENTS OF THE SPECAL PROVISION 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 PDUBED 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 BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 101 MAN PRECAST RAP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. R WRED EMS ARE TO BE NO.5 X B" PLACED YCENTER TO CENTER ALONG TYPE A BOTH NOES 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 CURB / CURB AND GUTTER.` 5'MN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE RAPS OR AS DIRECTED 12f T BY TIE ENGINEER. THEY ARE 10 BE PROVIDED AT NTERSELTIONS DIRECTED 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 PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. MD 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 CONNECTING ALL v ' ACCESSIBLE ELEMENTS Or A FACILITY THAT CAN BE APPROACHED. ENTERED AND USED BY PEDESTRIANS. e. RAMPS MAY BE PLACED ON RAW& OR TANGENTIAL SECTIONS PROVIDED THAT f THE CURB OPENING IS PLACED WITHIN TIE LIMITS OF THE CROSSWALK AND 12n MA% ,{. THAT THE SLOPE AT THE CONNECTION Or THE CURB OPENING IS �.r PERPENDICULAR TO THE CURB. S MIN XX XTF 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING WOUIMMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. REFER TO STANDARD CO-13. COMMERCIAL ENTRANCE (HEAVY CNN AT X , Y' HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. T EDGE OF PAVEMENT 10. WHEN CURB RAPS 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 (OIAGON&l. PARALLEL & PERPENDICULAR A 4'• 4- LANDING 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 nm CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTIVE � WARNING SUFACF SHI&L HAVE A FACTORY RADIUS OR BE FIELD D 01 O O O-zzJIl. -MODIFIED 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 00 0 0 0 0 0 0 0 0 0 ':I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P O O .1 o 0000000 00000 �50%- LOF BASE OIMETER O D 000000 0 000000 �P AT BACK OF WARNING o AT BACK OF CURB IAA I _ VARIABLE FULL WIDTH OF RAP FLOOR _ SEE NOTE 12. BASE DARE I LIMITS TRUNCATED DOME PAY DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL CIFICATION XV CG-12 DETECTABLE WARNING SURFACE BREREFFERENCEERENCE ROM AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) VISD5 20305 07/15 VIRGINIA OEPMTWNT OF TRANSPORTATION 502 SUBBASE sUBGRIDE SEE NOTE 1- SHOULDER AGGEGA LONGITUDINAL PERFORATED PIPE ce 4 TYPE OF PIPE CfRUSMNO STRENGTH M W.T. 4" NOMI DMMETER SMOOTH WALL PVC 1 .1D3 CORRUGATED PE I I AASHTO M-252 857 AGGREGATE. 06 AGGREGATE OR CRUSHED GLASS MEETING •q GRADATION REOURIDWINT. NON -PERFORATED OUTLET PIPE FOR USE I UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) UDERDRAN SHILL M CENTERED UNDER CURB AND GUTTER. OE01ExhE DRANAE PABOC (OVERLAP V' AT TOP) TYPE OF PPE CRUSING STRENGTH MW.T 4'NGM.DIMEIER srAODTH WALL PVC .03 SMOOTH WALL PE 1 1 70 PSI MNX M WALL THICOEss DID - INCHES MMM TESTED ACCORDING TO A$TM P-2412 AT OX DEFLECTION. DOWN DRAPE -ES SMOULDER -EP RRqqpp NON-1'ERFdtATED SABAN LAYER .:':'� : - -: -•-•. MAIN LINE PAVEMENT Y CONECCTI N SUBGRADE-- �T PREP SEE NOTE p.. -ES 957 AOMCATE, •• AGGREGATE OR CRUSHED a^ PR STD. UD-4 REO'D. ST-D. LD-4 REOD. (LASS MEETING 06 GRADATION REOLIMMENT. CURB AND GUTTER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SHOULDER S PAVEWNT NOTES: Es EP I o 1. 4" MINIMUM, PROVIDED ATTAINING MINIMUM 4- OF AGGREGATE ON TOP OF PPE EDGEDRAINS IN GORE AREAS 2. 'AHEM THE LONGITUDINAL. PPE CONNECTS DIRECTLY INTO A DRAINAGE STRUCTURE (DROP INLET. MANHOLE. ECT.). NON-POFORATED OUr PIPES ARE NOT REQUIRED. 3. NWRT EIEVATIDN AT OUTLET END OF OUTLET PPE TO BE A Ma•AE OF T-0•' ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE D1TCMM OR STRUCTURE. 4. ALL CONNECTIONS ELBOWS. WYES. ETC.) WITHIN PAY LINTS FOR OUTLET PIPE - - - - ,YE TO BE OF THE SAE CRUSHING STRENGTH M THE OUTLET PIPE. COMLERtlAL SIDEWALK IN ENTRANCE UNPAVED WARE I 5. OUTLET APES AEE TO BE INSTALLED ON 22 MIN. (3K DESIRABLE) GRADE AND PERFORATED LOCATED EVERY 35O'MAX•UM OR AS NOTED ON PLANS. � RMAN S. OUTLET PPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE TBENO( WITH N A(.CfEGATE STRUCTURE. 7. WITIN THE LINTS OF A COMLERCI& ENTRANCE, NDN-PERFORATED PIPE SHALL BE UTR.RED IN LIEU OF PERFORATED PPE. MAINLINE ROADWAY S. THE LENGTH OF PRE BETWEEN THE WE CONNECTION AND THE EW-12 SH&L W CURB LIAR TED TO NO MORE THAN r-O" TO PERMIT CAMERA INSPECTION OF THE MAIN LINE F& L GUTTER uNDERpRNN BETWEEN THE LOUTS OF N EITHER DRECTION. I••-w� NONEP� E TURNS DE ATED PIPE. •. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN-GRA)M MATERIAL CANNOT BE MNMTANED DOER CURB ADUTTER, GNO. 210 AGGREGATE SHALL BE USED UNDER CUD AD CUTTER. NO. 218 AGGREGATE MAY ALSO BE USED FROM TOP OF STMILRED OPEN -GRADED MATERIAL LAYER AND CURB AND GUTTER. SPERECPFERENCEOATION 240 STANDARD PAVEMENT EDGEDRAIN ROAD AND BRIDGE STADARpS 256 K'OSION DATE SHEET 2 OF 2 501 VIRGINIA DMMTMENT OP TRN,SPORTAT:ON 701 Da.o7 Uj I� -1 �1 z �I 1 U) > J_ Uj (n L j Q 0 2 06 LU J ~ J O F1 Z Q o O O U_ Uj i 0 W z V U w a JOB NO. 112066 SCALE AS NOTED SHEET NO. 9 C 0 U y a 0 �0 MIRACLE RECREATION EQUIPMENT - OR EQUAL - l41 2 LEG GALVANIZED SWING W/ 6 SEATS CG-12 GENERAL NOTES 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE 'NARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE CO'/EKING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE 77:: WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH SECURED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS $0 THAT AD DINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, ,MIN 5. REQUIRED BARS ARE TO BE NO.5 X B" PLACED I -CENTER TO CENTER .ALONG s s 1? BOTH STESC OF THE/zRAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 12�1 Nhv 6_ CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B -I. CURD RPhIAS ARE TO BE LOCATED AS SHOWN ON THE PLANE OR AS DIRECTED PARALLEL BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIH THE RIGHT OF WAY OF A HIGHWAY FACLIT'i 'BOSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED B'I THHEENONEER. AND SHOUID NOT I BE LOCATED BEHIND VEHICLE STOP LINES, ENISTINC LICHT POLES, FIRE HYDRANTS, DROP INLETS,ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS S\mTMAK UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL T \ "yam yyy ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHLO ENTERED SN',,,,py ,E A AND USED By PEDESTRIANS, .$1"- B. RAMPS MAY BE PLACED ON RADIPL OR TANGENTIAL SECTIONS PROVIDED THAT MM THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 2 AT.$ ,2" HIGHER THAN THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS EDGE OF PAVEMENT PERPENDICULAR TO THE CURB. AT*)11 ,SAME AS TOM OF CURB G. TYPICAL CONCRETE SIDEWPLK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT TYPE C ACC OMMDDATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TROD( TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE HEAVE PARALLEL & PERPENDICULAR TRUCK TRAFFM FOR CONCRETE DEPTH, 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH TRUNCATED DENS G GzL 0 a O a o 0 o C 0 a a a o a o c o 0 0 0 c 0 0 c a c 0 + 0 0 0 0 0 0 0 9 0 0 C 0 0 0 O, _ 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 e - " a 0 0 0 0 0 00 o a 0 a Oa o z 0.2" L BY. - 65Y OF BASE DIAMETER O O a 0 0 0 0 0 0 0 0 0 0 0 0. TOP DIAMETER 0 0 0 0 0 0 0 0 O O O O O O O 0.B" - 1A" VARIABLE BASE OMIETER 4' MINIMUM. TRUNCATED DOME PA/ LIMITS DETAIL DETECTABLE WARNING SHEET 1 OF 4 DE AIL O CG-12 DETECTABLE WARNING SURFACE sREFERENCE" REV.7.D5 GENERAL NOTES Sot 203.05 VIPGINIA DEPARTMENT OF TRANSPORTATION NOTE: THE PROPOSED PLAY EQUIPMENT CAN BE SUBSTITUTED FOR AN EQUAL PLAY EQUIPMENT PRODUCT. ALBEMARLE COUNTY GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL FINAL PLAN GENERAL NOTES GENERAL WATER & SEWER CONDITIONS November 16, 2015 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CON7RACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCA77ON OF EXIS77NG UTIL177ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT- THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE- ALL UNDERGROUND LINES AND S7RUCTURES, AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY KITH THE CURRENT EDI77ON OF THE GENERAL WA7ER AND SEWER CONS7RUCTON SPECIFICATIONS, AS ADOPTED BY THE ACSA, 4. DATUM FOR ALL ELEVA77ONS SHOWN IN NA77ONAL GEODE77C SURVEY- 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING M1SS U77LITY 0-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS AND WATER LINES, ETC. ZALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. U 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED /N THE ACSA EASEMENT. 10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULA77ON REGARDING BRASS FIT77NGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). File: Q:IAdminlService Authority DetaiISITD 30 - WATER TIGHT MANHOLE FRAME AND COVER.pdf +3 DOWELS, 3" LONG A ERMHGIBLE AT 12" C-C CONSTRUCTION 5MIN, JOINT Iz 1 MAN t2 r 12.1 MAX RAMP J' )SEE TABLE) TRUNCATED DOMES A SEE SHEET 7 OF 4 FOR DETAILS 5'-0TOMATCH FACE " NH SHAPE OF ROADWAY CURB BACK OF CURE 46 1MAX 2D'1 4B r1M L 2'MIN, SECTION A 2� MINL-� Il PERMISSIBLE /-CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. TYPE B PARALLEL APPLICATION ROPDWAv CAME IN PERCENT RAMP LENGTH IN IN FEET 4" CURB V CURB 0 4 6 1 5 7 2 5 5 3 6 9 4 8 5 10 15 6 14 5 K CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK �I NOTE THE REWIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 OF 4 SFECFkAPON R[FFIEISE CC-12 DETECTABLE WARNING SURFACE 05 TYPE B (PARALLEL) APPLICATION REV. 7/05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 003.16 CD-2 CO-1 1 EW-12 LIMITS OF PAY FOR YPI AL) TOP OF CUT PAY LIMITS FOR PAVEMENT ,.,..ffS OUTLET PPE CUT OUTLET PIPE TO kh�UMRME SUBBASE O'/¢- TOP OtEW RAPE (PAVEMENT BEGIN WITH 45" TOE OF FILL SUBBASE DITCH LINE ELBOW - COMBINATION UOERDRNN TARN W �IR" GRADE FILL DITCAL) TT+ 5HgL0ER LINE FILL LINELL EDGE � PAVEMENT CROSSDRAIN CD-1 AT LOWER END OF CUTS F PAVEMENT CROSSDRAIN CD-2 ON FILLS t` SO" TRAVEL LANES rM_____.(WITH CENTER LINE SECTION TYPE ISELECT MATERIAL)-_._____. TRAVEL LANE ;45 CENTER LINE SECTION __.y J45" j(WITH TYPE 1 SELECT MATERIAL) t,'� \ JJJ .. EDGE OF PAVEMENT TRENCH PLACEMENT EDGE OF PAVEMENT PAY LIMITS FOR TRENCH PLACEMENT SHOULDER LINE UUTLET WE TO BEGINNWITH 45" sHDULDER uNE YPICALhx TOE OF FILL �- PAVEMENT SURFACE & BASE DITCH LINE TOE OF FILL �- PAVEMENT SURFACE& BASE / o0000000000000000 o SUBBASE IF EW-12 o 0 o SUBBASE LIMITS OF PAY FOR OUTLET PIPE - -o-o. o�o-o"o�o-o-o-000000 a -SELECT MATERIAL TYPEICRX v(;;;; Al (TYPICAL) o ,i o 0 0•o a o•o•o •o-o •a •o•o�o Ii o o •c• •o •o•o a �- SELECT MATERIAL TYPE IORD PLAN VIEW SHOWING PLACEMENT OF Q p57 AGCRE ATE, 18 AGGREGATE OR CRUSHED 4%A, T ---- CO-2 CROSSDRAIN •--• GLASS MEETING e8 GRACATION REQUIREMENTS. • •-1.0�•,RAS$ PLAN VIEW - 115] AGGREGATE, 16 AGGREGATE OR CRUSHED 1'-0" GEOTEXTLE DRAINAGE FABRIC (PLACEMENT OF CD-1 CROSSDRNN) GEOTIXTILE MEETING tl8 GRADATION REpAREE@NTS. DRINAGE FABRIC NON -PERFORATED OUTLET PIPE OR + --PAVEMENT SURFACE & BASE TYPE OF PIPE CRUSHNG STRENGTH H W.T. 4" NOIN.DIAMETER NW,T. 6" NUM.gAfETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL RE 1 70 PSI HNN 70 PS NNN OR r PAVEMENT SURFACE Y BASE 00 0 0 0 0 0 0 E SUBBASE OR CEMENT STABILIZED SUBBASE 0 0 000 0 0 0 E 0 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE 0 -.SELECT o - o-o.o 0 0 0 0• 0•0 •o . o • o • o • o o MATERIAL TYPEIOR SUBCRADE ICENENi OR LIME STMLIZEDI ' •c- c• o ...%% oo ca0000ao �- SELECT MATERIAL TYPE) OR SUBGRAOE M WALL THICKNESS (MINI -INCHES o.o-o (CEMENT OR LIME STABILIZED) NHH TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. I57 AGGREGATE. IT III ACCREGATE OR CRUSHED GEOTEXTIE GLASS 18ETING N8 GRADATION REQUREMENTS. GENERAL NOTES GEOTEXTILE 057 AGGREGATE. GLASS MEETING IB AGGREGATE OR CRUSHED N6 GRADATION WOUREMENTS. FDRRaNIZE _ 0� r-D^ 1. UNLESS OT BE C(E GENERAL NOTES LOCATED ATCTHIS POINITDWHENO OTHSSUBBAASE ANDLL SUBDIVIDE ARE STABILIZED. 1. TRENCH SHALL BE FILLED WITH AGGREGATE MD THROUGHLY HAND TAMPED TO 2. 7RIBNCH SHOULD BE FILLED WITH AGGREGATE AND THROUGHLY AMID TAMPED TO INSURE COMPACTNESS. INSURE COMPACTNESS. 2. ROOTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LINE PAVEMENT AND MPROACH SLAB PAVEMENT SH4LL BE PLACED ON A GRADE PMALLEL TO THE SHOULDER SLOPE 2 % MIN. (M NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT MD S(ALL BE RACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 %MIN. (3 % DESIRABLE) GRADE. DESIR/BLEI GRADE. BRIDGE SUBBASE 3. ON CURB AND CUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 IXITLETS FOR CROSSDRANS, THEY ME TO BE LOCATED SO AS TO DRNN INTO DROP Al CD-2 - INLETS OR MANHOLES. 512E NG.2IB 6EMIN. ORAL TYPE) 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. TYPE OF RIPE CRUSHING STRENGTH N W.T. 4" NUM. DIAMETER HW-T. 5" NOW DIAMETER SMOOTH WALL PVC .103 1 .153 SMOOTH WILL PE 1 YG PSI H I K 70 PS HHH 4. ON CURB AM CUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR CROSSOfRANS• THEY ARE TO BE LOCATED SO AS TO GRAIN INTO DROP INLETS OR MANHOLES. S. ON SUPERELEVATED SECTIONS. TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END Or OUTLET PIPE TO BE A MINIMUM OE 1'-0" ABOVE 6. INVERT ELEVATION AT OUTLET END OF OUTLET WE TO BE A MININUM OF 1'-C" ABOVE INVERT ELEVATION OF RECEIVING DRANAGE DITCH OR STRUCTURE. INVERT ELEVATION OF RECEIVING DRANAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT B. ALL CONNECTIONS (ELBOWS, WVES. ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO H WALL THICKNESS (MINI - INCHES 7' ALL CONNECTIONSWITHIN PAY FOR OUTLET PIPE ARE TO NNECTION BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. NNH TESTED ACCGRONG TO ASTM D-2412 AT 5%DEFLECTION. SAME CRUSHING STRENGTHE.) T OUTLETMITTSS 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE s. OUTLET RIPE TO BE SECURELY CONNECTED TO EW-120R OTHER ORAINACE STRUCTURE. STRUCTURE. SPECIFICATION REFERENCE STANDARD CROSSDRAIN Vp�T Vi�'r STANDARD CROSSDRAIN SPECIFICATION REFERENCE ROM AND BRIDGE STANDARDS ROPD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) (AT LOWER END OF CUTS) 232 501 REVISaN DATE SHEET I OF 1 SHEET I OF 1 REVISION DATE 501 701 VIRGINIA DEPMTMELI OF IRANSPORS A➢ON 07/16 108.05 IDB.04 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 INITIAL BACKFILL I BEDDING S STONE * STABLE SOIL ROCK IN SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION NOTE 7 CU. FT. #513 STONE' NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES - 2' TO 10' - �8* 22"...-- --.. 6" GATE VALVE 250E P.S.I. CONCRETE BAND THRUST BLOCK AGAINST UNDISTURBED STABLE IL BACKFILL SOIL STEEL PILE 4. t `� e all WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS MIN MIN A HYDRANT IS LOCATED IN A FILL, IN ADDITION _ #58 STONE TO POURING CONCRETE, A STEEL PILE SHALL ILL AS BY ACSA BE USED AS ADDITIONAL SUPPORT. f/ �"i.'r�i:;�j�:' . STABLE SOIL OR ROCK'\ NOTE : B" X 6" TEE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ) 2. NO ROCKS LARGER THAN 6° IN ANY DIMENSION SHALL BE ALLOWED ( INCLUDING DITCHES 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND ABOVE THE INITIAL BACKFILL. VALVE BOX. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" UFTS. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 5. IT HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP IN THE TRENCH. HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. DUCTILE IRON WATER TYPICAL FIRE HYDRANT ASSEMBLY DETAIL PIPE INSTALLATION & BEDDING Top Views 6" MINIMUM VOTE: RESTRAINED JOINT FITTINGS. - - - 42" Minims Certification of 95R - compaction required Q Galvanized Steel Beam - W12 x 14 (min. size) •� 3' min. penetration into undisturbed soil or as approved by the ACSA. NTS FIG. W-2 TD-2 o' d 4' 1 a m or I° .. 4* MINIMUM TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. WI TO-5 SEWER SERVICE LATERAL CONNECTION NOTES: I. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN UNE SECTION SERVICE LATERAL 45 0,0- FlN IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 N•T,S, FIG. I TD-8 LT COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 KLMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI 8"MINL6" INTIAL BACKFILL* EMBEDMENT( LIFTS ) * THOROUGHLY COMPACTED SPRING LINE BYHAND OR APPROVED OF PIPEMECHANICAL TAMPER NO. 68 STONE -HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 z a WATER PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED, MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� II ADJUSTABLE TRAFFIC RATED II VALVE BDX W/ LID u F-I M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE 3' a 2'x 2' BEARING AREA, THRUST BLOCK '; 4 a d , A. a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE TYPICAL GATE VALVE NTS FIG. W-5 TO-9 �E �m \� N E w�< m J� g �ig 0,o Ox Va E E�a N ta1 ON �2 f o+A �F o f O Q N$ EwZ". UU U 0S uE LL N SELP - a laJ If oO E E E nu A �� E M J - E Ta O FT g I Q $ :9P o�oE ❑ F NNE CIE �E to pERIF W I�u Nu Nm mL� H, Uj N N Q LL O 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-4D TD-31 5' MIN.*MIN. VDOT CLASS 1 (TYP) B.VDOT NO 1 STONE BEDDING I I i B" OPIP)SLIDO, 12' CONCRETE ENCASEMENT SECTITO ON SCALE IONA-A MATERIAL �� A ELEVATION K. NOTES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3'. THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP. SEWER TYPICAL STREAM CROSSING N.T.S FIG. S-7 TD-38 SCOTT/R. (7b'LLINSIZ Lic. No. 035791 I� p 12/21/20�4 0 <SlnniAT_ z O Vl Z) z O U DO g E DO U) O H En g I_ V] w � � H z O IJJ U, W Q U w IL O w JOB NO. 112066 SCALE N/A SHEET NO. 10 1992 3.38 Pas 00 ON M •0 8M80 FENCE-' alA •M e-M FENCE PLiS.L fFNCE CORRECT METHODS OF TREE FENCING � • Y-+o- CORRECT TRUNK ARMORING ON TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 EXISTING STREAM BUFFER AREA S36 34,65o SF S), EXISTING too' 454� STREAM BUFFER 4 - _ LIMITS OF TREE PROTECTION _ FENCING TO PROTECT THE WOODED AREAS TO BE \ PRESERVED ON THE i ,� \ LOT 15 X LOT 14 Tree Planting and Staking Detail Not To Scale DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE&TURNBUCKLES 2"x2" HARDWOOD STAKE CUT& REMOVE BURLAP FROM TOP 1I3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL, SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE, REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"X2"HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3. EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEYTAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION Plant Legend PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) TOTALSITE QUANTITY COVERAGE (si) TREES UAP PRINCETOW ELM ULMUSAMERICANA'PRINCETON' 10- IT HIT 397 20 7,940 OS ISHUMARD OAK QUERCUSSHUMARDII 1D12'HT 329 21 1 6,909 QP IQUERCUS PALUSTRIS IPIN OAK 131/2" cal. 471 1 53 1 24,963 UNDERSTORY TREES EVERGREEN TREES IN ILEX X'NELLIE R STEVENS' NEWE RSTEVENS HOLLY V-7'ht. 1 44 1 23 1 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. 1,.I INS'Z L� LiO. NO. 035791 12/21/20 sSIONAL S NOTE: GUYWIRESWITH RUBBER HOSE AND 1. STREETTREES PROVIDED 40'O.C. AND 5'-to'FROM PROPOSED UTILITIES, TURNBUCKLES 213 UPTREE 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY 2"x2" HARDWOOD STAKES, ALIGN TO SUPPORT THE OVERALL HEALTH OF THE PLANT. TOP OF STAKES 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MULCH SAUCER MAINTAINED IN AREA BETWEEN z AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. AMENDED SOIL MIX 4. TOTAL STREET FRONTAGE=1,11o' (INDIGO RD) & 86o' (CRIMSON ST)=1,970' REQUIRED STREET TREES: 51(1 TREE PER EVERY 40' OF STREET FRONTAGE) PROPOSED STREET TREES: 53 NOTE: 1,tto' OF STREET FRONTAGE ALONG INDIGO ROAD CUTAND REMOVE BURLAP FROM TOP REQUIRED STREET TREES: 29 zz 1/3 OF BALL AS SHOWN 31 PROPOSED STREET TREES: NOTE: 865' OF STREET FRONTAGE ALONG CRIMSON STREET z U1 SCARIFY SUBSOILTO 4" MIN. DEPTH REQUIRED STREET TREES: 22 z O m PROPOSED STREET TREES:22 L COMPACTED SUBGRADE O In TOTALSITEAREA: 5.841ACRES 254,434SF N U g TOTALSTREAMBUFFERAREA OUTSIDEEMERGENCYACCESSROAD ACRES 6 SF LU ( 0-795 34, 50 0 ) Evergreen Tree Planting Detail TOTAL ACTIVE RECREATION AREA: 0.102ACRES 4.450SF z LU y Not To Scale CANOPY REQUIRED - zo%(SITE AREA -STREAM BUFFER -ACTIVE RECREATION) N � In N CANOPY REQUIRED zo%dX(5.841AC-0.795AC-0.102AC) CANOPY REQUIRED (20%) _ (5.843. AC - 0.897 AC) X 20% o.989 ACRES 43,072 SF LU a PROPOSED PLANTING CANOPY CALCULATIONS: 0.994 ACRES 43,31z SF U/ z `\ \ Uj `\ Conservation Plan Notes: \ a \\ 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT � \ \ CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE a S \ TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE o PROPOSED PRIMITIVE \ COUNTY ENGINEERING DEPARTMENT. ID-401 LANDSCAPEAND- \ \� \ LOPEN TRAILWAY(TYP.) \\ �\ \ € ` ND SOIL MAINTENANCE \ �\ EC // \ \ \,� \ \ 2 SHALL HEAVYNOT BEEP RMITTEDUWTHINLAR RTHE I TRAFFIC, DRIPLAND THE INEAOF GE OTREES NTOFBE PRESERVED AND UCTION MATERIALS APROTECTED. Cotmty of Albemarle LOT/1'?' .EASEMENT 'I. x �� \ ` ` (1.369 / \N, \ \\\ 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES o I C.m.cv.fion Plan Checklist- To be placed.. Landscape Ylans a ---\_ ry,,\ II I: \ \. \ LOCATIONS SHALL BE COORDINATED SUCH THAY THEY SHALL NOT ADVERSELY AFFECT TREES TO BE :«• (Handbook, pp IA-284-111-297 for complete specifications) \ \\ \ PRESERVED AND PROTECTED. € - ` LIMITS OF TREEPROTECTION\ 4, FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE 1. The fall wlnPltem:I Nl hevbown an [he plan, ,'LOT ^� - - __ j \ fl T t te,av a; ��� i-�I - - �_ ., L= �i / \ FENCING TO PROTECT THE o i __ PRESERVED AND PROTECTED. � LI Limi ofdea� (o�idednphneoftrcestobemved); _ 1 ° / �� `,� WOODED AREAS TO BE \ o III Location and aofrotxhvefenoing; G -- \ ) 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 es " tree wells ` LOT 16 O L g m6 PRESERVED x �A A� ERVED AND PROTECTED. N (a Proposed trenching or tunnding beyond [helimils of clearing, �� \;• " _ / \\ \� - 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED Q C� E 2. M.eklms: ,el, `.� / �., ` \ BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. N = ZI .All trees to be savedm shall be arkal with print crat ribbon a height clearly visible to equipment operators. .. - / - \ --, fl No coding shall begin until the imemaddnghas been impeded and approved byaCounty Inspector. LOT 10 I '� \\ `\\ N, \ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE TELEPHONE, OR i o OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS 3. preLomlrudion Conference: - ^ I _ _ ---- LOT'1 \ ` / � fl Treeprexe adonar,dprateeeonmea rexaballba a awedwmme outaotWon e. 7 \ \ \ / OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST � \ EXTENT POSSIBLE. TUNNELING SHALL REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT G / TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED.m 4. Eouinment Ooern[ion end Storaee: / II � I It. .•, ,. .; % "-., i '.�, \ N /\ > \ DAM fl Heavy equipmmL velicular huflicand storage of oonstrudkor matedalsindurdling soil shall not be perrmttedwithie the ddplines oftrem to be saved. ). / - \ ) m / \ c!' a /�t� 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND 0 $, So{IEros{onand8rorvrwatrrDerenHanDerMer:: r'- - \ 1 PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION LOT \ I OT 1$ \ / - \ \ CA AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A ® Such devices shall not advewelyaffect troestobesaved. _ t' _ I �� L / A A N �' \. PROFESSIONAL FORESTER OR TREE SPECIALIST. 0 _ x \ i i\ to 6. Fires: / I �. �� - i iZ < O fl Fires meet pertniltedwitlrin7Wfaeto£thedriplineo£treestobesaved / I \�` `\ �� \ 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND m J m --- I PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT o 7. ToakMaterlals: ZONE. T HE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL 3 �1 El Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. :' ( I� , , y \ \ / IS LOOSENED. 0')0 I S. protective, proteins: yet _ i - ' . --- _ Ix \� / 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN N Uj n fl Trees to be retained within 40 ficat of a proposedbuilding or grading activity shall be protected by fencing. Uf�?f I I -�- ��, -� I `. OPEINi - _ _ \.\ \ / MEASURES REMOVED DURING THE FINAL CLEAN-UP. a fl Fencing shall Win place and shall be inspected ®d approved by a County hispectorpriceto grading or mnstmctim. � LOT 8 I I I S PACE � � \ \ / / I \ � M 9. Tree Well.: . 1 v L___ a �' , 0_ �. ` \\ / / \ \ ® N, 93 When thegroundlevdmustbereinedwithin the dripline ofatreetobemved,atreewell shall beprovided and aranstructiondetailI, / \ ` \ \ \ CV o submitted for approval. - - ° PROPOSED 6' / EXISTING too' CD 10. Tree Wallse I -I I j ° -'' LAN I ING STRIP \ SE 5 / \ - \ \ \ STREAM BUFFER ` W J � I � K1 When the ground level must be lowered within the dripline ones to be saved, a tree wall shall be provided; and aconstruetion detail O' / N, \ \ a j submitted f.r appr.val. LOT 19 \ N, hine �. `� -ACI / \ \ 11. Trencand 7unnei{ne: LOT 9a fl When trenching is required aside the s an aof clearing, it shall be done to for away from the trunks will trpossible. Tunneling I I 1 i ' s ° \ \ \ \\ ` o undo a large tree shell be considered as ea alternative when it u anticipated that necessary trenching will destroy feeder redo. \ � - I, ' I' � �, � 12. Clete LOT 20 EA O ��� '�F \\ s\\\ \ IZ-I Ll Picteci ive fencing shall be the last items removed during the brief cleanup. - Lu 13. Dimussied D. 7reec: ® Damage trees shallbetreated immathately bypmntng,famhzatien or oihermethotls racormnendadby ahce spectelist.� LOT II \ ��� 20 LAP �� A\ �V �_ z NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH TFIE CONTRACTOR ON TREE CONSERVATION / I� x II; I I \.\ \ p REQUIREMENTS. ( I I- / - \ \ `� 12/21/20 II � LOT 21 \ U) owNERslc ArD (DATE) LOT 5 J o to I CONTRACT PURCHASER SIGNATURE MATE) x I-� I i L O'T 2 9 \ \ \ \ � \ 1 c 511106 Pagel of _ I �V A V '/ �/ LL L < I \ 21 OS LOT SO ` S \\ \\ \\ \ \ \\\ �� _ Q L.L U LOT 22 i LOT.�1 PROPOSED STREET L!J LOT 2H 1 Q o NOTE: TREES(TYP.) I I - -flt - \ \\ \N, \ \' \ = U) U v 1. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL LOT I I H� UI '�I; y \ \ \� \ U J V v NEED TO BE MAINTAINED IN AREA BETWEEN 2 TO FEET ABOVE GROUND AS A CLEAR 4 L z im ` I LOT 2] \ ` ` \ \\ \ l J SIGHT LINES AND ACCOMMODATE PEDESTRIANS. ZONE TO PRESERVE SI i � I / LOT23 - \ , - �- 3 �� LOT 26 vvv L013 -- N � T, � a v� Q Ul v s v H w (18)M � - I �� i LOT 24 `�� � LOT 32 / / w IL z LU ' /. I LOT 33 0 � (23) IN LOT 1 w I LOT2 � W i , . 34 LOT ---- co 3 - i e I II " - SIGH DISTANCE=z8o' _ x x , ) N� (� o z 0 s CV i OPr 3 NC / PAC m INDIGO ROAD - SIGHTDISTA E=28o INDIGO ROA _ w 35 o' PUBLIC R/W - 068 A 4 VAR. WDITH PUBL C R/W - - _ x I o� \ W \ w w � w w w w w w - JN -r► �- W - - -�- W VV� - -- -� W�= W W-- W x � a a l � t � �$� 2� o G Q9o.19 -Oo % x _ - - �t__��. '� LU W _ - _. - -- CIL U) -- 310' FROM C/L INTERSECTION TO INDIGO ROAD --- - - - _ SPACE Eti Job No ° &CRANBERRY LANE _ _ _ _ = CIRAPHICAcALE / - - - (53) OP STREET _ (Q g0 65 oz AC) 112Q66 -g ! (j6�� �� TREES - -�666� ao 1 is sc Sc t 2 10r� / ,V/ SCALE - - --_ CLAUDIUS Nye o 1tt = 30� c _ CROZET -� - SHEET NO. FENCE --- /� 1 IUc1h FDET ) GOAL PARK 30 e V 11 F e I,r III Ix IIIIIII �� r e Design Storm Year= 10 •1 •• •'1 • •a 1 II 1 • • I a' a • a •' • ,• a • II 1®' � 1 1 •1 1 1 11 1 -����® °®' ®--IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- ®- 111 1 •1 111 � '®�� ®- 111 1 •1 111 ����--IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- 1---_- ----_-IIIIIIIIIIIIIII,IIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIII1-- -�' --_IIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIII,-- '® ' '®'' IIIIIIII� 1 11 ®®® 1 1 ®- 111 1 •1 111 ®���--IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1--_- ®' 11• IIIIIIIli6i� 11 11 11 ��--IIIIIIIIIIIIIIIIIIIII,--__- ®_-IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- Structure Area (Acres) Cw to (Min.) 5.0 2 0.00 0.90 4 0.00 0.90 5.0 6 0.00 0.90 5.0 8 0.00 0.30 5.0 10 0.17 0.79 5.0 12 0.27 0.86 5.0 14 0.13 0.90 5.0 16 0.00 0.90 5.0 18 0.09 0.83 5.0 20 0.61 0.76 5.0 22 0.30 0.72 5.0 24 0.09 0.85 5.0 28 0.03 0.70 5.0 28B 0.27 0.72 5.0 26 0.23 0.72 5.0 y i iOR rvvrcc, OANA •I I 01990 ACRES I ZONING R-6 RESIDEpNTIA I - D.B3924 PG. 271,-_ I I I I 56A2- - 300 `I ( JOKES,BENJ MARTIN I „ I OR $ARA BEWH 0.2120 ACRE w I ZONING: R- SIDENPIAL Z I D.B. 4369 PG. 1 9 (� UI a. ' I 056A2=04-OO,D0200 I I BEASLEY. ALBA OR PAMELA B ( I I 10.2120 ACRES ZONING: R-6 RESIDENTIAL D B- 2275 PG. 096 J _ 056A2-04=D0-00100 MACLE , GERARD E ORAMY 0.2710 AC ZONING: R-: RESIDENTIAL D.B.286 .731 'IDE VB.LAGEI 'DIATW ION INC. GAL I y I \�1 i :05 PG. 626�� x GG t0TisV� \ 7- \ tor 23 \\ � C 'S ENTIAL 17 I YD-12 IG Pt LGTao 1 L l Y (O f I d' T9 Design Year. 10 Project: Foothill Ph W Job #: 112066 Prepared by: KK Table 6: Sump Inlet Design Table RIM 1. • • p a�©®®®�®©�®�®®®©®®� 1 a a a IIIIIIIIIIIIIIIIIIIII, "'®• IIII1i�®®' 111 11 ® 11 _-__---_--_-- ®-______-_-__ 111 �� 111 � 111 11 "'®'� IIIIIiiC� -�®® 1 1 111f 111 IIIII� 1 I _-__---_-__-- ®-______-_-__ IIIIIIIIIIIIIIIII■ . : 11 III®� 111 �® 11 _-__-__-_-_-- ®---____-_--_ IIIIIIIIIIIIIIIIIIIII, ' '®'. IIII�®® 111 11 ® 11 _-__---_--_-- ____---_--_-- ®---____-_-__ 111 �0 111 � 111 11 YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH (ft.) SLOPE (°/a) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SIZE RIM ELEVATION YD-6 YARD INLET N/A 24' 674.33 YD-5 12 57.50 0.82% 669.00 668.50 HDPE YD-4 YARD INLET N/A 24" 673.66 YD-3 12 50.42 0.88% 668.40 667.92 HDPE YD-2 YARD INLET N/A 24" 673.00 YD-1 12 75.30 2.30% 667.82 666.00 HDPE YD-1A YARD INLET N/A 24' 671.90 YD-1B 12 15.02 2.16% 665.90 665.49 HDPE YD-12 YARD INLET N/A 24' 664.00 YD-11 12 28.00 0.50% 661.36 661.20 HDPE YD-10 YARD INLET N/A 24" 665.11 YD-9 12 31.09 0.50% 661.10 660.92 HDPE YD-8 YARD INLET N/A 24' 665.91 YD-7 12 75.61 0.50% 660.82 660.42 HDPE YD-7A YARD INLET N/A 24' 666.09 YD-7B 12 14.72 0.50% 660.32 660.23 HDPE YD-14 YARD INLET N/A 24" 669.25 YD-13 12 67.71 4.30% 664.00 660.92 HDPE YD-18 YARD INLET N/A 24' 663.63 YD-17 12 47.26 5.76% 658.00 655.05 HDPE YD-16 YARD INLET N/A 24' 659.05 YD-15 12 40.18 1 215% 654.95 654.04 HDPE 69.1 \V A fit\ 7-3 to i '\ rI � \ \^6 y\ I v 666 1 056A2-01-00-072A0 x 660660 oe' s - L�T! N CLAUDIUS CROZET PARK -NC 3z \ S , 1 11.6650 ACRES l\ ZONING: RURAL AREA �,. D.B. 1536 PG. 408 � 1 \� ✓«,__. -•- _ p ' GRAPHIC SCAL'� �6 o >, 50 0 25 50 100 200 \ 3 b Yi OT 3¢ C IN FEET ) / �- \\V%qO µ �\ COT3S \ L I inch = 50 It. INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 inthr for spread, and 6.5 inthr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U N C 6 Q 0 N d O d N ry M N 0 N C N 6 U 2 O U 1C jp E ? C 9 O Q a x 3 0 m a > > U C7 O left 1 0.17 086 0.146 0,58 0.00EO.4 0.0010 0.0200 2.0 0.0833 4.1650 8.40 right 0.10 0.86 0.086 0.34 0.00 0.0010 0.0200 2.0 0.0833 4.1650 Nit 12 3C 6.0 combined flow 0.12 02M 6.05 Maximum allowable spread=15' left 0.13 0.78 0.099 0.40 0.00 0.0010 0.0200 2.0 0.0833 4.1650 7.25 right 0.48 0.78 0.365 1.46 0.00 0.0010 0.0200 2.0 0,0833 4.1650 11.83 20 3C 6.0 combined flow 0.19 0.418 9.59 Maximum allowable spread=l5' .130 0.52 0.00 0.0010 0.0200 2.0 0.0833 4.1650 8.03right 0.09 0.72 0.065 0.28 0.00 0.0010 0.0200 2.0 0.0833 4.1650 6.19 28B 3C 8.0 conbined flow 0.8 0.09l --- 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 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 YI N OI p N O O C N U W {p J P O� $ m E Q U OF O of al rj 2i tq G>i F- o a F left 0.17 0.86 0.146 0.95 0.00 0.95 0.0010 0.0200 2.0 0.0833 4.1650 10.08 right 0.10 0.86 0.086 0.56 0.00 0.56 0,0010 0.0200 2.0 0.0833 4.1650 8.26 12 3C 6.0 combined flow 1.5 0.17 1 0.365 8.36 Maximum allowable spread=15' left 1 0.13 10.76 10.099 0.64 0.00 0.64 0.0010 0,0200 2.0 0.0833 4,1650 8.70 right 0.48 0.76 0.365 2.37 0.00 2.37 0.0010 0.0200 2.0 0.0833 4.1650 14.20 20 3C 6.0 combined flow 3.0 0.27 0.578 13.25 Maximum allowable spread=15' left 1 0.18 10.72 0.130 0.64 0.00 0.1 0.0010 0.0200 2.0 0.0833 4.1650 right 0.09 0.72 0.065 0t 0.00 0.42 0.0010 0.0200 2.0 0.0833 4.1650 %3 7.43 28B 3C 8.0 combined flow 1 1.3 1 0.13 1 0.286 1 6.55 Maximum 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 c d r a d o c o c a N >t 4.2 O y, N 3 + v rn m 0 o o 6 3 " v m c o innm o "m '4 o o N m 10 o E 00 a g m 6 2i A o S > -I -le U U 6 Cl C1 c6 1. W ai to llf a C3 i 10 3B 8.0 0.17 0.79 0.134 1 0.54 1 0.00 0.54 0.0300 0.0200 1 2.0 0.0830 1 4.1500 1 4.30 0.93 3.5120 10.1463 0.1561 6.22 1.29 1.00 0.54 0.00 1 Maximum allowable spread=15' 14 38 8.0 0.13 0.90 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 spread=14' 18 3B 8.0 0.09 0.83 0.00 0.30 0.0346 0.0200 2.0 0.0830 4.1500 3.36 0.98 3.5120 0.1463 0.1834 4.93 1.62 1.00 0.30 0.00 Maximum allowable spread=14' 22 3B 12.0 0.30 0.72 q0.216O.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 0.23 072 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 0.66 1.00 0.66 0.00 Maximum allowable spread=l4' 28 3B 12.0 0.03 0.70 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 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 a r N O m N m c N L m o c a Nr J N ++ O of U N O. iT O O " > W N �_ O O (� W O C > C O O 30 C O 3 U ai c 1> S U O n m m d m y m c a`r j0 c le N m N c ?. X o e o s W m e g >P n > v a o w n °i ui a a a ci o U rn 3 ai 10 3B 8.0 0.17 0.79 0.134 0.87 0.00 0.87 0.0300 0.0200 1 2.0 1 0.0830 4.1500 1 5.16 1 0.88 3.5120 0.1463 0.1488 7.85 1.02 1 1.00 1 0.87 0.00 Maximum allowable 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 0.78 0.00 Maximum allowable 18 3B 8.0 0.09 0.83 0.075 0.49 0.00 0.49 0.0346 0.0200 2.0 0.0830 4.1500 4.03tO.99 3.5120 0.1463 0.1590 6.15 1.30 1.00 0.49 0.00 Maximum allowable 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 3.5120 0.1463 0.1385 10.33 1.16 1.00 1.40 0.00 Maximum allowable 26 3B 4.0 023 0.72 0.166 1.08 0.00 1.08 0.0209 0.0200 2.0 0.0830 4.1500 5.97 3.5120 0.1463 0.1649 7.23 0.55 1.00 1.08 0.00 Maximum allowable 28 3B 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 3.5120 0.1463 0.1488 4.49 2.67 1 1.00 0.14 0.00 I Maximum allowable PIPE DESIGN n = 0.013 W m U y 5 v W 2 A E N tk O O .�..` .� tI aWi ° W m E m Is= •+ c c o m E v d m 5 w E O U Q Q ti m �_ a O v y C v °? U ii 'W w E o E u d ~ $ E m O > > o > J C fn O LL > LL Pipe run: STP-14 - OUT 14 10 0.13 0.90 0.117 0.117 5.00 6.67 0.78 0.78 658.26 658.06 29.9 0.013 0.0067 15 5.28 3.01 0.17 10 8 0.17 0.79 0.134 0.251 5.17 6.61 0.89 1.66 657.96 657.81 25.7 0.013 0.0058 15 4.94 3.58 0.12 8 6 0.00 0.30 0.000 0.484 5.47 6.52 0.00 3.15 655.56 65529 50.3 0.013 0.0054 15 4.73 4.11 0.20 6 4 0.00 0.90 0.000 0.484 5.68 6.45 0.00 3.15 655.19 654.38 157.4 0.013 0.0051 15 4.63 4.05 0.65 4 2 0.00 0.90 0.000 1.695 6.32 6.26 0.00 10.61 654.29 653.75 21.5 0.013 0.0252 18 16.66 9.93 0.04 2 OUT 0.00 0.90 0.000 1.695 6.36 6.25 0.00 10.61 653.65 653.10 22.6 0.013 0.0244 18 16.41 9.84 0.04 Rpe run: STR-12- STR8 12 1 8 0.27 0.86 0.232 0.232 5.00 6.67 1.55 L55 656.16 655.66 95.8 0.013 0.0052 15 4.67 3.39 0.47 Pipe run: S M-20 - STR 4 20 16 0.61 0.76 0.464 0.464 5.00 6.67 3.09 3.09 657.12 656.69 81.6 0.013 0.0053 15 4.69 4.08 0.33 16 4 0.00 0.90 0.000 1.212 5.81 6.41 0.00 7.77 656.59 656.05 95.6 0.013 0.0056 18 7.89 5.09 0.31 Rpe run: STR 18 - STR 16 18 1 16 0.09 0.83 0.075 0.075 5.00 6.67 0.50 0.50 659.00 658.50 31.2 0.013 0.0160 15 8.17 3.58 0.15 Pipe run: STR-28B - STR 16 28B 28 0.27 0.72 0.194 0.194 5.00 6.67 1.30 1.30 667.08 665.49 126.0 0.013 0.0126 15 7.26 4.42 0.48 28 22 0.03 1 0.70 0.021 0.458 5.48 6.52 0.14 2a8 665.39 658.64 119.7 0.013 0.0564 15 1 15.34 9.52 0.21 22 16 0.30 1 0.72 0.216 0.674 5.68 6.45 1,39 4.34 658.54 656.69 63.9 0.013 0.0290 15 1 10.99 8.37 0.13 Pipe run: STR-26 - STR28 26 1 24 0.23 0.72 0.166 0.166 5.00 6.67 1A0 1.10 657.17 665.83 28.0 0.013 0.0478 15 1 14.12 6.65 0.07 24 1 28 0.09 1 0.85 0.077 0.242 5.07 6.64 0.51 1.61 665.73 665.49 45.5 0.013 0.0053 15 1 4.69 3.45 0.22 k7 SCOTT/R. C>1LLINS7 Lic. No. 035791,E p 12/21/20 '�4�1 c �) O VI in Z z O g 0 a M � N U g U W d L7 z Lu O Ln Uj z W Q 0 N N N L9 z� z M co N Lu co "T Ln WCD J `n M Q Z N I� O W > z Q Z W ~ J -j 11111� w W V L91--- 06 ° Q z Y aEi z Q W 1 ,• Y J W r III = 0� I' I- Q Ul U O W 1.- O LU z LU 11�F- Q � Y W Y Q J w O J � o Q 0 0 o z o (W� V F 0 W a t=r1 JOB NO. 112066 SCALE In=5O1 SHEET NO. 12