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HomeMy WebLinkAboutSDP202000078 Plan - Approved 2021-02-05G GENERAL 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 (08.5358, PG.506) 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 UNI IS / ACRE = 35 UNI IS 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 = 0.705 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 RECREATONAL 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 AGRICUL TURAL/ FORESTAL DISTINCT: 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. DA TUM. NAD 83 EXISTING VEGETATION: LARGELY WOODED WITH SMALL OPEN SPACES & LIGHT UNDERBRUSH LIGHTING: NO LIGH77NG 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) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERA7ON MANUAL, LOTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 35 DWELLING UNITS AD RATE - 7 J2 VPD PER DU = 256 AD (128 ENTER1128 EXIT) AM PEAK RATE - 0.46 VPH PER DU = 16 VPH (4 ENTER112 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 ■m000""♦ INITIAL SITE PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA i \ LOT -iS LOT 14 LOT 13 \ ♦ `\ \ \ \` \ '♦ `\ _ LOT 12 .. ` \ \ `� ♦ ` \ \ \ LOT 11 LOT 16 \ ` \ \\ ♦ ``\ \ LOT 10LOT 11111111, `\ \ LOT / LOT J LOT 1 LOT li' r LOT 5 - 1 WI LOT y 1 LOT _ LOT L TOAD - INDIGO ROAD C R!w VAR. WDITH PUBLIC RNJ 7-7 — - _ — a i . 17 \ \� LOT 18 LOT1gFA Q LOT zo \ \\\ \ LOT 11 \ \ LOT 29 LOT 30 W LOT zz LOT 28 ` LOT 31 I \ LOT z \ 03 LOT _ LOT z6 z3 ViT\ LOT 24 � -'�, `� - LOT 32 --� LOT LOT z5 33 LOT 34 - - CLAUDIUS CROZET PARK SHEET LAYOUT SCALE: 1" = 60' 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) 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. LOT 35 SITE tiGH: BASIN VICINITY MAP SCALE: 1" = 2000' APPROVED by the Albemarle County Community Development Department Date February 5. 2021 File # SDP202000078 Glenbrook at Foothill Crossing, Phase V Application Type Initial Site Plan Lead Reviewer: Mariah Gleason ROADS LEGEND EXIS77NG CULVERT EARTH DITCH O CULVERT DRIVEWAY CULVERT 0 DROP INLET & STRUCTURE NO. BENCH MARK CURB CLEARING LIMITS 0 CURB &GUTTER — — — — PROPOSED PAVEMENT T 0 EC-3A DITCH EXISTING CONTOUR DEPTH OF EC-3A DITCH PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN EC-2 DITCH PROPOSED SPOT ELEVATION 6" DEPTH OF EC-2 DITCH 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 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. C(�LLINSZ Lic. No. 035791 ,1� pow 12/21/20�� �S�ONAI. EEC'\ Nk W " CD 0) CV W N z LLI J J I n D C. 1-- AM Q 01- LU H1 U) Q t--t z LU LU Lf) LU LU O O O LL. Q O z LU //Jj� tJ u �w s = a 10B NO. 112066 SCALE S SHOWN 1 I I j 1 y J I TMP: 05600-00-00-057DO OWNER: GLENBROOK, LLC ACREAGE: 9.72 AC rr I - _ _ ` I I I I ZONING: R-6 RESIDENTIAL D.B./PG.: 5039/66 USE: RESIDENTIAL y _sue EX. ACSA SANITARY SEWER N 20' ACSA SANITARY ESMT -I I D.B. 1997, PG. 235 EXISTING LOT �I _��--- ��►�� II �� 100'STREAM BUFFER EX MH PSV OS-17 \ TMP: 056A2-04-00-000AO� OWNER: PARKSIDE VILLAGE HOMEOWNERS y ASSOCIATION, INC ACREAGE: 5.69 AC hl \ LEGEND: MANAGED STEEP SLOPES EXISTING TREELINE - - - - - - - - - - 100'STREAMBUFFER m ■ a ■ a ■ a ■ ■ a FUTURE PRIMITIVE CLASS B TYPE 1 TRAILWAY FOOTHILL CROSSING GREENWAY AREA GLENBROOK GREENWAY AREA ZONING. R-6 RESIDENTIAL �e . 007,IM' ` EX MH PSV OS �yVyo D.B./PG.: 3205/626 . ■ ■ I - s�1 �� \yr USE: OPEN SPACE FOR THE PARKSIDE `�•�� \°m VILLAGE NEIGHBORHOOD ■ -- _ �to \ / _ y N890 51�4L Jd 108.79' \ \ \ \ NO2° 44' 13'E 49.99' 056A2-04=00-00600 _ \ _ \ PARISI, RONALD & ALBERTA \ / _ _l! -y \ \ \� \ \ \ ( _ EXISTING SWM FACILITY IS / 0.1820 ACRES APPROVEDUNDER ZONING: R-6 RESIDENTIAL . D.B. 491IPCr: 546 \ \ 1 1 \ WPAD2017 00020 j --- 056A2404-00-0I700-- , f `-� \ _ ! I I e�j° \ '' \ \\ \ \ \ \ • ",� • l- �; / / / l MURRAY,'DENISE I - s __ _�� J I - _.. (� \ �y \V A A - �� _ • •� , l / l 0.1760 ACRES ZONING: R.6 RESIDENTIAL. /-- - - AA � y I � � � \ Fp � \ R V � \ \ •..�� ' • � � ��� /� / / ' � / / _. D.B-Q6 W3 ..-583.-I J VV �� I i \ 'Y. V A \ V •+ • y< +. // i I l i B56AZ04-00-01600 1 056A2-04-00-00600 \ \ �\ - - / / s - - - - - \ • \ , _ ! -- - -� J I I BECK, JUSTI ES \ \ \ -- / / / L DEAN W CHOTT & y OR SARAH - \ SANDRA`` E HAUSMAN �I 1 0.2150 ACR�S p, \\\ FUTURE� \ • � + r . C �0.1850 ACRES I! I 1 _ZONING: RESIDENT `\ ��r'� �. / \ ' \ \ GREENWAY - ZONIN R-6 RESIDENTIAL r� _ D.B. 3640 82 \ \ / =L. \ - - _6-6. 47-M PG. 174 I! _ �" / / \\ \ • \\ \ EASEMENT ` \ \ \ • • •� •,` / I I /o / T, �056A2-04-00-ois00 - - III ,J 056A2-04-00-00700 \� \%//�RB ua-dosoo .,Af ROTHMAN,BENJAMIN AHILIP M \ \ \EX. 20' EMERGENCY ' I OR..,ER& C � �-- FER 1 \ - - - \ - \ _ ACCESS ROAD ZONING! R6 RESIDENTIAL I� y' f f 0. 80 ACRES . / 0.2390 ACRES \ 1=xISTING CREEK - \\ \ \ EASEMENT D.B. 5107 PG. 85 , ZNING: R-6 RESI ENTIAL - % \l \ �r \ ZONING: R-6 RESIDENTIAi. \ , DB 5420 PG 586 D:@. 7708 PG. 619 D.B. 2229 PG. 291 USE: RESIDE.NTI: V -AURA�RO BERT E JR 1 056A2-04-00-00800 OR KAREN A �J 1 FRANKLIM. ALAN C- 0.2270 ACRE � ,J ORS ON C ZONING: R RESIDENTIAL iJ ' 0.1740HAC ES ,, J . 056A2-04,00.00400 - {I y 1 ZONING- ACR-6 RESIDENTIAL J' J MOORE-RICIIARU D.B. 2838 PG 641 1 OR OANA lllllf D.B. 295 PG. 115 0, 1990 ACRES \ \ •\ \ t\ - - - _ _ _ / I I, II �'-_� rr y 1 .ZONING: R-6RESIDLNTIAI. 056A2-04-00-01300 - - - �J y ! - D.B. 3924 PG.-271 \ r KASEN, SCo7T D 056A2-04-MM900 - 1 ! h \ •\ \ \ \ OR SA4 H F I! j GOADHOUSE, STEPHEN - USE-RESE)ENTIAL \ o.19so //11cllEs l I ,J OR uRstn A 1 - - _ ` - h EXISTING \ \ \ \ TMP: 05600-00-00-05761 ZONING: R-6 RESIDENTIAL I 0.1760 ACRES - - - J , y I _ W \ \ \ I ZONING. R 6 RES[DENTL4L ANiA2 04-00 00300 MANAGE \ \ \ EX. 20' SANITARY OWNER: GLENBROOK, 9.32 AC OOK, LLC 3� PG. 086 1. ; I )ONES, BEN*MIN MARTIN - � SLOPES \ `' \ - - D.B. 4611 PG. 263 / e _ - _ J f I ! OR SARA BE'TH o _ - -- -- _ \ \ \ \\ SEWER EASEMENT \ a I ' 02120ACRES \ \ DB 1997 PG 235 \ ZONING: R-6 RESIDENTIAL 056-0&Qt200 -- f 056A2-04-00-01000ply ZONING: R-0 RESIDENTIAL o \ \ A \, D.B./PG.: 5039/75 GR TH, EMIL y 7( OWANHILL,JONp"t'HAN - `I Z 3 1 D.B.4369 PG.-199 Z \..� \ \\ USE: SINGLE FAMILY RESIDENTIAL J I ` OR LIZABETH F 11 I R ANDREA a; -RESIDENTIAL o.z 70ACRES \ _ d .1750ACR .� > . 11 - \ \\ w \ \\ , ^ � ZONING: R-6 RESIDENTIAL L _ _ ONMG:1{�-6 6 RESIDENTIAL � . �' w m I- r J - ~ �• � \ ` D.B. 2533 PG. I77 D.B. 4479 .396 \ _ _ 056A2-04-00.00200 _ _ \ o \ \ \ EX. STORM �SEMENTDRAINAGE , BENCHMARK: BEASL-EY,ALBA E \ I J \ D8 5389 PG 75 EX MH PARKSIDEVIL-1-14 I \ 1 056A2-OA-0�Ot1 01 PO ACRE B \\ \\ : \ ozlzoncREs' \\ \ \ + \ \ RIM 640' j S7 RiCK�.AND, JMES KELLY' I !! Jr! ZONING: R-6 RESIDENTIAL \ ORCARRIET _ 1 D.B.2275 PG.096 \ N \ �\ \ INV OUT=633 INV OUT=633.4' L�'310 ACRES ! 1RESIDENTIAL Zy7NINGi R-6 RESI TIAL ' I _ _ : 7 1 '- `\``\- \\ \ I TMP: 05600-00-00-057133 100' STREAM BUFFER JUSTIN F & KATHERINE PICKR.IL 0.2710 ACRES ZONING: R-6 RESIDENTIAL \��- \ • ' p,„� / D.B. 4814 PG.(2-5a \ S a pusz GOAD TMP: 056A2-01-00-07200 \ >F \ OWNER: CLAUDIUS CROZET PARK, INC ACREAGE: 10.73 AC ZONING: RURAL D.B./PG.: 1536/408 \_ \ EXISTING 12" DI WATERLINE 20' WATERLINE__ - EASEMENT RESERVED FOR FUTURE EXTENSION ` \ DJ3.1974,PG. 456�- 0pu � AREA RESERVED FOR \\ see PUBLIC DEDICATION UPON DEMAND BY THE COUNTY D.H. 1974, PG. 456 P OWNER: STANLEY MARTIN COMPANIES LLC ACREAGE: 5.84 AC ZONING: R-6 RESIDENTIAL D.B./PG.: 5358/506 666 TMP: 056A2-01-00-072AO OWNER: CLAUDIUS CROZET PARK, INC ACREAGE: 11.67 AC NOTES: ZONING: RURAL D.B./PG.: 1536/408 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED 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 ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN DECEMBER OF 2018. 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED STEEP SLOPES ARE LABELED. \ 4. A 100' WPO STREAM BUFFER IS SHOWN. \129 SANITARY SEWER \ \ \\ EASEMENT D.B. 1997, PG. 235 '\ EX. 20' ACSA SANITARY \ \ \ SEWER EASEMENT \ \ \ \ t� DB 5389 PG 86 �\ \\ \ \ EXISTING LOT LINE \ EXISTING TREELINE In \ O \ t \ \\ EXISTING CREEK 1 \ \ N52' 07 18'W 30.66 7J49° 19' 58'E 22.09' _ \ \ \ • \ GRAPHIC SCALE 'TMP. 600.00-00-05500 \ \ \ \ 50 0 25 50 im OWNER: CObINTY OF ALBEMAE C/0 . ' . \ ' FINANCE ADMINISTRA VN RM 14 ACREAGE: 2.19 AC ZONING: R-4 RESIDENTIAL \ \ \ ( FEET ) D.B./PG.: 2397/431 \ \ \ 1 inchh = 50 ft. /f ICOTT/R. CDLLINS7_ Lic. No. 035791: ,, 12/21/20 AJ o V� U) Z Z o f Oa � U g w a 0 z w p ~+ / -j w Q W ce z C'7 M m N C'7 N WC:) CY) N W N I n D C. H z w U) Am raw u O L w a U) JOB NO. 112066 SCALE lit =50' 2 3/1G" STEEL PLATE WELDED 11 TO POST & GROUND SMOOTH NOTE: THE PASSIVE RECREATIONAREA EA (33,500 \ � \\ � EXISTING POND APPROVED UNDER WPOzaz7000zo SF) IS THE AREA LOCATED WITHIN THE STREAM \ \ \\\ TLI OFL 2-1/2' DIA. GALVANIZED PROPOSED BUFFER AND OUTSIDE OF THE PROPOSED L TS \ q \ f cc m STEEL POST. PAINTED WITH �"� BENCH AND EMERGENCY ACCESS ROAD 2 GOATS OF PRIMER 10ti3�" �� \ \ I SCOT R. LINS Z AND INSIGNIA YELLO I� Ng9° 151 11 O \ \ U Lic. No. 035791 ,'1, P/ 3/4" DIA. STEEL PIN W/ HEAD O / ROBENCH \ \\\\ L/OGK/8' DIA. HOLE FOR 3 Q RECREAITION EXISTING STREA \ \ \ � O�o�es1IONAL SSG` 44 LOCK AREA \ % S�ONAL N FINISH SURFACE ACNJ.GJ 33,SooSF `S?G°S) \ \\ \ \\\ ` / 0 ? NOTE: THE PRIMITIVE PATHWAY SHALL TIE-IN TO \� \ w O �F \ \ EMERGENCY ACCESS DESIGN 4 THE PAVED EMERGENCY ACCESS ROA \ f z • ?4 \� \ WEIGHT BEARING CAPACITY J / 3q. PEDESTRIAN &BICYCLE PAT AY FOR AN ACCESS \ \ SHALL BE 8 000 LBS J 3" DIA. GALVANIZED ; .I " �y CONNECTION ACROSS THE CREEK AND TIE-IN\ \� \ \ FUTURE GREENWAY 5, o STEEL PIPE SLEEVE \ CONNECTION TO THE FUTURE DEVELOPMENT (PAINT ABOVE GROUND " I PROPOSED PRIMITIVE / \ \\� \\ EASEMENT ` �_� o P02TION SAME AS POSTS j N TRAILWAY (TYP.) �G \ \ _- • I SEE DETAIL, SHEET / \ EXISTING1oo' EMERGENCYACCESDESIGN \ \' CONCRETE FOOTING \ WEIGHT BEARING CAPACITY \ STREAM BUFFER \ SHALL BE 85,00�BS o 3/1G" STEEL PLATE WELDED-TF / / / \\` \ \ \ s \ \ \� c TO SLEEVE 12" 1 \ \ zo' EMERGENCY ACCESS \ i �\ \ ROAD EASEMENT \ \\ ' � -� � EX. 20' EMERGENCY NOTE: DRILL A 13/IG" DIA. HOLE THRU ACCESS ROAD EASEMENT ; BOTH THE POST AND SLEEVE FOR / / LOT 15 \� ROAD PG. \ \ \ DB 5420 PG 586 z m zo ASPHALT p o In PIN PLACEMENT- I \ 1f \ \ \ \\ EMERGENCY ACCESS AND V/ W) v \ \ / \ ICYCLE/PEDESTRIAN ACCESS. ACCESS ROAD TO BE EXTENDED z �ry z5' MAX SETBACK \ TO CURRENT TERMINATION POINT OF z p F NOTE: SEE THIS SHEET AND SHEET 5 FOR LOCATIONS O I / �" \ \ SEE DETAIL, SHEET 9 14, F- m \PARK RIDGE DRIVE WITHIN GLENBROOK a > > BOLLARDS ALONG THE EMERGENCY ACCESS ROAD I / LOT 14 \ \x/Y i \ \ \ DB. zo PG. 86 \\(\ O PARKING SIGN \ ' \ 54 5 PHASE I UNTIL THE ROADWAY INFRASTRUCTUR O u z w 6' LANDSCAPING & / \ \ \ \ \ \\ FOR FUTURE FOOTHILLS PHASES ARE COMPLETE. H w g 3 AINTENANCE EASEMENT PROPOSED zo' ASPHALT \ ' SEE SHEET 5 FOR ADDITIONAL NOTES AND DETAILS LOT 13 \ ` DB. .PG. PROPOSED EMERGENCY ACCESS AND \ S \ \ \ ` ON THE EMERGENCY ACCESS ROAD z F s '` -BENCH BICYCLE/PEDESTRIAN \' \ \ \\ ` H O U o SEE DETAIL, SHEET g \ \ 1 n SUNROO -- � \ > a ° OR 5 FRONT SETBACK 3 - %� PROPOSE ) RIMITIVE' \ \ ` s n141 *10 1' PATIO a0\ 5' x TRAILWAY \ NOTE: PRIMITIVE TRAILWAY TO CONNECT W z + / / �8' \ / O S' \ \ \ TO ASPHALT PATHWAY AND CONCRETE /�/ �\ REMOVABLE BOLLARDS COMPATIBLE LOCATED WITH \ ii 1 \ \\ WITH KNOX BOX LOCKING SYSTEM FOR 33,Soo SF PASSIVE\ \ \ \\ SIDEWALK, COMPLETING A WALKING `o VILLA UNIT \ \\ \ `FIRE RESCUE TO BE INSTALLED TO RECREATION AREA. \ \\ \\ AS SHOWN. ROUGH THE DEVELOPMENT VILLA UNIT TYPE B J / �\ // yti PREVENT VEHICULAR ACCESS BUT STILL SEE DETAIL, SHEETg \ \ AS SHOWN. ` NOTES: � TYPE A - I \ ALLOW ACCESS FOR EMERGENCY VEHICLES. \ \ EX. 20' SANITARY \ \\ 1. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE �^ S SEWER EASEMENT ° SEE DETAIL, THIS SHEET \ \ • MANAGED IN ACCORDANCE WITH THE ALBEMARLE PROPOSED DB P997 PG 235 COUNTY WATER PROTECTION ORDINANCE. m o / /= CG-6CURB DRIVEWAY ASPHALT OPEN / VAR. WIDTH PUBLIC \ u o � AVEMENT, SEE SHEET g SPACE C / SWM FACILITY MAINTENANCE ' ` \ \ z. IN ACCORDANCE WITH CURRENT COUNTY CODE, IF a 8' ACCESS EASEMENT ` / CONCRETE FOR PAVEMENT DETAIL DRAINAGE &ACCESS EASEMENTS \\ EX. STORM THE DEMARCATED AREA FOR THE CONCRETE � \ BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT ° DB. PG.— LOT 12 PROPOSED R/W II (i.36gAC) / \ 2 o � CG-gD (TYP) DRAINAGE EASEMENT n GARAGE 1 I 1O5 I' rO1n�l \?03 ` � / DB._, PG. \ \ \\� ` FALLS WITHIN THE REAR YARD SETBACK, IT MAY o ^ GARAGE zo.5' GE L - \ \ DB 5389 PG 75 ONLY BE DEVELOPED AS A PATIO. NOTE DECKS AND 03 8' GRAVEL PATHWAYAND N 6 48 �,!I / COVERED PORCHES MAY EXTEND 4' INTO THE REAR o n zo.5'xn zl' I LOT 11 N \ / lo' ACESS EASEMENT�FOR I / ` PA \ \ TMP: 05600-00-0o-o57Bz YARD SETBACK. _ v ACCESSTOTHESWM CILITY 1' d . z8• / \ OWNER: GLENBROOK, LLC 3. RETAINING WALLS GREATER THAN 3' IN HEIGHT ° x N LOT 16 ` AND PROPOSED SHEET9REA1t1�N AREA. \ \ ACREAGE: 8.5o AC ` REQUIRE A SEPARATE BUILDING PERMIT. WALLS 1 105' / / / ZONING: R-6 RESIDENTIAL EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED a N 1 m INO PARKING SIG ), j / \ D.B./PG.: 5039/75 ENGINEER DESIGN. o N = S p 18' WIDE s \ \ i SE: SINGLE FAMILY RESIDENTIAL �" ib DRIVEWAY zo' REAR YARD LOT to I, ° Q� \ / ` �! \\ \\ \ 4. ALL WATERLINES, SEWER LINES, AND FIRE LINES m SETBACK TYP. x �,0q•r�� \ \ \ FROM THE MAIN TO THE STRUCTURE MUST HAVE A MINIMUM SETBACK(TYP.) x / LOT 1] Z R x VISUAL INSPECTION PERFORMED BY THE BUILDING a { a I 105 1 tih / 9y / N \� ' \ \ \ DEPARTMENT. \ \ L9° TYPICAL UNIT LAYOUT N OSj W/DRIVEWAYP/L _ - - LOT ��� Ro fi \-PROPOSED 5'SDI EWALK // (' >"'' \\\ \ \ \ u Iti M \ LOT 18 4 PROPO ED BLACK VINYL S Cf7 z ' - x 1 PROPOSED 6' z PROPOSED CONCRETE /CHAIN -LINK FENCE VA TIE-IN TO EXISTING > I 1 056A2-04-00-00400 1 1 PLANTING STRIP o8\ / PATIO (TYP.) MIN. HEIGHT = 4z" / \ \ \ `�\ \ SANITARY SEWER MANHOLE I� MOORE, RICHARD w - - PROPOSED CENTRAL / ` z Ch J \ 1 OR OANA r I �N� SEPAN 2 P S MAIL KIOSK / VAR. WJpTW PUBLIC \ ` \ ° 1 / 8' ASPHALT PATHWAY AND (�j 3 B 10' ACESS EASEMENT FOR SWM FACILITY MAINTEN/ENCE, N i 0.1990 ACRES to UIID T / \/ DRAINAGE &ACCESS EASEMENT \\\ S \ N V..I m / ZONING: R-6 RESIDENTIAL w 1 v OPEI�I ` _ ACCESS TO THE DB. PG. \ ` 0 1 D.B. 3924 PG. 271 N I 1 a - - --• 1 PROPOSED RECREATION AREA. \ \ \ EXISTING ioa' ° s USE: RESIDENTIAL w LOT 8 I 1 SPACEA_D 9�- -\-��� 8' 9 ` / \\ \ \\ \ `STREAM BUFFER ch I --I c / SEE SHEET FOR PAVEMENT DETAIL \ \ 9' 1 PROPOSED BLACK VINYL / \ PROPOSED TOT LOT (TY x 1 CHAIN -LINK FENCE \ SEE DETAILS, SHEET 10 / \ SN \ N MIN. HEIGHT=4z \ \ \ O LOT P 1 LOT 1g \ EX. 20' ACSA - ] SANITARY SEWER \ \ \ \ I� 1 056A2-04-00-00300 N z4 loz ` `s , \ \ W 4 EASEMENT 1 JONES, BENJAMIN MARTIN vI 1OS 1'� C-FIC 1 C EA O \• 90 �8, "7�� D8 5389 PG 86 \ \ S 4 PROPOSED STREET FI \ i . \ \ % 7 0 I OR SARA BETI1 ' N" LOT 2O - PROPOSED RETAINING WALL _ Z I 1 r TREES (TYP.) 1 SEE DESIGN, SHEET 5 \ \ \ \ LLI--I 0.2120 ACRES wi 3z' 1 J VARIABLE WIDTH PRIVATE N _ 11 ® ` \ J N ZONING: R-6 RESIDENTIAL 1 - 45-' a SHALL BE LOCATED OUTSIDE OF \ \\ \ J 1 RETAINING WALL �°� LOT 6 x + I I 't \ NOTE: ALL BUILDABLE AREAS I D.B. 4369 PG. 199 � n MAINTENANCE EASEMENT o l05 Nil loz THE EXISTING STREAM BUFFER \ \ \ i o USE: RESIDENTIAL � w x N PROPOSED RECREATION AREA WITH r-_- ' ��` _ \ i i 11 - 1 MULCH GROUNDCOVER (4,45o SF) � r \ \ \ \ LOT 5 'rye 1 LOT 21 I (� Z$ i \\ w w I1 / lo' BUILDING \ \ \ 7 v I I I loi I zfi PSEPARATION�� A LQ 3 LtJ 98 1 x �l S'FRONTYARD '�� LOT 2g n ` \ - _ J la B 65EPA= _4 11 I SETBACK (TYP.) 22 r R�P� \ LOT O I vv �y A � w > _ _ _ _ — _ LOT5 do 3 LOT 1 \ \ \ I � 1 056A2-04-00-00200 �+ 3 I \ \ w � I LOT 28 \ Q o \ BEASLEY, ALBA E �w u1 1 1 ' \ _ � OG m I I I OR PAMELA B DRIVEWAY ASPHALT PAVEMENT I lir DG OG \ w 7 + 0.2120 ACRES SEE SHEET g FOR PAVEMENT DETAIL LOT 4 1� N U SEPARATI= LOT 2 \ I OPEN ` FUTURE GREENWAY AREA TO BE \ ' (� J P m O J 2' - BU1t DING r w \ ] \ - - - SPACE B DEDICATED TO ALBEMARLE COUNTY S \ i 111 a Z ZONING: R-6 RESIDENTIAL Z ICD 10 95� �_ I WITH GLENBROOK AT FOOTHILLS \ \ Y J p \ N I D.B. 2275 PG. 096 I ` 105' I r, a - - \ NN / \. (0.105 AC) \ \ PHASE III SUBDIVISION V I USE: RESIDENTIAL _ IaD O> x \ LOT 26 ROPOSED 5' SIDEWALK \\ / \ \ w = E I I II I LOT 23 _ \ _ \ • I ` � LOT 3 I U ry � 'i �ig' �' o' BUILDING SEPARATION ` N� \\\ \ \ W O I - x o- o'1 \� \\ 5' FRONT SE BT ACK % x d - \ �� \ / ul U I - - 056A2-04-00-00100 N I - + i / I ` o \ / \ O z 1USTIN F & KATHERINE PICKRAL 105 'I` 1 \ < ! `rm, I �0 I LOT 24 % �� `.' LOT 32 ` �o RETAINING WI ALL PRIVATE / \ w w 0.2710 ACRES cn \ I -I -I z_ ZONING: R-6 RESIDENTIAL d LOT 2 1 x w \ /G o �\ \ z I D.B. 4814 PG. 250 CONCRETE \ lz1' \` o MAINTENANCE EASEMENT \ V) USE: RESIDENTIAL VARIABLE WIDTH PRIVATE 1 z0 CG-gD (TYP) kk - pg. pG. I 103' I 6' LANDSCAPING & / tit LOT ` \ W z RETAINING WALL d I I EIP�EIP x MAINTENANCE EASEMENT N\ O 1 MAINTENANCE EASEMENT I \ /` 0-11 33 —� PROPOSED RETAINING WALL Y LOT 2 ©B PG 0 SEE DESIGN, SHEET 5 \ \ j O o zBo' SIGHT DISTANCE pg'. PG. —LOT 1 I I I I 5 � � I o w / . SEE SHEET 6 FOR SIGHT a STREET SIGN (TYP.) PROPOSED' \ J y�" x I 116' ` w / DISTANCE INFORMATION STOP SIGN (TYP. II o r- _ _ �� PROPOSED a RIGHT-OF-WAY \ O a O PARKING SIGN -RIGHT-OF-WAY _ - EXISTINGR/W y_ I �- _ _--- 48 CG-6CURB ` � ° \' NO PARKING SIG b \ ` �� h / So' DRIVEWAY ASPHALT PAVEMENT J Q v _ 86 I - �� ro / �+I/ LOT 34 I SEE SHEET g FOR PAVEMENT DETAIL co J PROPO D SIGHT DISTANCE=z8o' ` z lz1' XISTING LOT LINE \ O v x x x x x 5'R ECG-lz (TYP.) OPEN ` ON uj PROPOSED '- �(i TYP.) STATE ROUTE 1z33 ( 16+p0/ z5'R 11+00 INDIGO ROAD NOPARKINGSIG 1z+oo o p ___14+0o CG-u(TYP.) � 30oR \ J 1 +oo_-, INDIGO ROAD a v 15+0o ROPOSED CG-6 (TYP.) IO / SPACE A -SIGHT DISTANCE=z80 -_� LOT 35 —I r n - + - - - - n d- m —1- - - _-� - -0��- - n° d-0 - - f x (0.068 AC) v 4o PUBLIC"Al w PROPOSED SPEED VAR. WDITH PUBLIC R� W LL % x / 2209 u LIMIT SIGN ' - - - ` A9° 19 5a u a x \j ° - - FROM C/L INTERSECTION TO INDIGO ROAD OPEN --- - -LLj D SPACE E z5' MAX SETBACK ` JOB N� $ & CRANBERRY LANE 0 PARKING SIGN GRAPHIC �(' AL E NO PARKING SIG (S 025 AC) 65 112066 ° TMP: o56Az-01-oo-o7zAo 30 6' LANDSCAPING & 30 EXISTING 20'WATERLINE EASEMENT o s ao so zo 1a SCALE o OWNER: CLAUDIUS CROZET PARK INC PROPOSED 5'ASPHALT AINTENANCE EASEMENT p2 / DISTANCE TO NEAREST RESERVED FOR FUTURE CLAU DI U 5 Dg. PG. 1462 ` 11 ' ASPHALT EX. AREA RESERVED FOR PUBLIC DEVELOPMENT ACREAGE: 11.67 AC i ATHWAY TO CONNECT TO / 1 = 30 0 INTERSECTION (INDIGO RD PEDESTIAN LIDEDICATION UPON DEMAND a DB 1974 PG 456 ZONING: RURAL CROZET EXISTING PEDESTIAN WALKWAY SHEET NO. &HILLTOP STREET)=465' WALKWAY BY THE COUNTY I It\ I'I;I"I' 1 / ` N D.B./PG.: P5 PUBLIC 3 DB.1974, PG.456 USE: PUBLIC PARK I i��� l� _ 10 11 PARK r NOTE: THE WATER MAIN SHALL BE RESTRAINED WITH GRIPPER'T 0 GASKETS UPSTREAM AND DOWNSTREAM OF THE 45° BEND AT \ \ THE END OF CRIMSON STREET.o + y\�U' \ 10g19' \ \\ \ `\ ` SCOTT R. LINSz Ua79a Li12 21 20 o 89 � \ / Q EXISTING STREAM)f \ \\ \ \ \\\\ ` �o-T ON A L z EEO z S36. \\ \ \ \ ` z z - - - .. • • S�?j+ \ \ FUTURE GREENWAY w N R 4 \ \ \ \ EASEMENT Z 3q \ o EXISTING \ EXISTINGioo' \ SANITARY SEWER _ STREAM BUFFER \ \ U EX. 20' EMERGENCY Z ACCESS ROAD EASEMENT ; ` DB 5420 PG 586 N l I PROPOSED SWM Z a 1 / LOT 15 \� \\ \ \ ACCESS PATH �/� O V� W a > > LOT 14 2o' ACSA SANITARY \ \ ' \ _\ \ \ O u z w SEWER EASEMENT 1 \ \ w g 3 PROPOSED TYPE A DB.�PG._ \ Ei d o /) I LOLu \ \' \ HI O 3 -~ o \\ `n H EX. 20 SANITARY OFFSITE SEWER MAIN CONNECTION / > ,Ja, c SEWER EASEMENT ` FROM FOOTHILL CROSSING II INTO W o DB 1997 PG 235 MHPARKSIDEVIL-1-i4(SHOWN OR ACSA REVIEW PURPOSES ONLY) li c `o EX. STORM a PROPOSED 6"-45° BE x \ \ :\ \ DRAINAGE EASEMENT od OPEN `\ \� \ \\ DB 5389 PG 75 SPACE C 12 6 LOT I f i. • 1 � ( 3 9AC ) / \ \ \ � o I TMP: 05600-oo-oo-o5782 ` OWNER: GLENBROOK LLC co / LOT 11 \ PROPOSED 8" `\ ` ` ' ACREAGE: u / 056A2-04-00-0050\ 1 / �� � �\ SANITARY SEWER \ \ R-6 RE o 5 IR KBY, PHILIP M x / LOT 16 / \ \ \ \ ZONING: R-6 RESIDENTIAL OR JENNIFER 1 / / \ \ \ D.B./PG.: 5039h5 C 0.2390 ACRES 1 / \ \ ` o USE: SINGLE FAMILY RESIDENTIAL ¢ E/ \ \ to \ \ \ \ / o ZONING: R-6 RESIDENTIAL 7 N \ c I D.B. 2229 PG. 297 LOT to \ \ Y \ _ _ SE: RESIDENTIAL MHr x / / LOT 1] KSIDEVIL-1-24 I I - 111 LOT g LOT 18 TIE -INTO EXISTING O z v 1 PROPOSED FIRE \ x ,� \ / SANITARY SEWER MANHOLE Q HYDRANT ASSEMBLY\ \ \ / \ — 6'x6" TEE / M I I �� / .;k \ \ ' \ / \ \ REPLACE EXISTING LID WITH ` EXISTING ioo' z � I' i-6" G.V�� \ \ ` ^ / \ \ WATERTIGHT FRAME AND COVER STREAM BUFFER — 056A2-04-00-00400 � \ / / \ / v MOORE, RICHARD r ` L x T x` \ `\� ,/ / S\\ N w o OR OANA l 1 OPENI _._ v � v v /\ v 0.1990ACRES LOT 8 1 1 SPACED �� vv v MH' / ,/ \ \ I 1 ZONING: R-6 RESIDENTIAL W 1 072 AQ / / `\ ' \ \ ` /� c D.B. 3924 PG. 271, N V o USE�R£STDENTIAL o y y_ PROPOSED WATER 1 x 1� " \ \ / \ S\ O 1 _ ` — SERVICE(TYP.) \ PROPOSED \\ / ` W f - 1 \ / EX. 20' ACSA \ \ N Q LOT 7 i x , l f� I LOT 1g 1 \ SWM FACILITY _ / SANITARY SEWER \ \ \ \ N _ - 1, 1 �9 S\ \ EASEMENT DB 5389 PG 86 \ \ \ \ \\ o - 20 ACSA SANITARY 1 �' \ \ \ ` 056A2-04-00-00300 I SEWER EASEMENT ( 1 l 1 EA O \' i �O+ S 1 N JONES,BENJAMIN MARTIN DB•.PG•— ) LOT 20 1 ` \ `� \r cc� \\ \\ \ i z � � ` L LLi OR SARA BETH x J I -I `o N 1 0.2120 ACRES d 1 LOT 6 N S _ - -'' \ \ \ \ _J 1 j ZONING: R-6 OSIDENTIAL MH6 D.B. 4369 PG. I" � I x 2o' ACSA SANITARY \ I NOTE: ALL BUILDABLE AREAS 6 \ C> \\ / I 1III y, USE: RE 1DENTIAL 1 ti ti LOT 21 1 7 SEWER EASEMENT \ SHALL BE LOCATED OUTSIDE OF, LOTS 1 �/ X \ \ DB.�PG. THE EXISTING STREAM BUFFER \\ ' \\ LLI� w Z o 10 1 L I io' ACSA SANITARY \ LOT 29 LOT 3o I I \ \ \ \ `\ \' � _J 6A3=74-00-00�00 LOT 22 / SEWER EASEMENT LOT 31 \ \ \ �'\\ \. Z Q OC J l �EASLEY, ALB'A E `_ W �I - DB.�PG._ \ , ^ - o m I l ORPAMELAB LOT 4 I I _ _ io'ACSASEWER I \ \ \ \ V / J_ V ACCESS EASEMENT OPEN \ U W 7 0.2120 ACRES CD p I z- 1 j ZONING: R-6 PROPOSED SANITARY S ZIm I \ \ \ l Y o N j D.B. 2275 PG. 096 I LATERAL (TYP.) O� 4 LOT 27 / (O.ioS AC) 1 USE: RESIDENTIAL LOT E 26 \ \ \ w = 3 — LOT 23 �\ _ _ — v v - _ \ l 1 V PROPOSED &' DIP \ x ° �� N�� \\ o WATERLINE CJ7 O o ROPOSED 6'-45° BEND \� \ O z LOT 24 / LOT 32 \ i w Z 056A2-04-00-00100 1 LOT 2 MH5 xl II `� �� <\ / / Z Ofw JUSTIN F & KATHERINE PICKRAL I 0.2710 ACRES \ / / y1" _ CJ7 Q z ZONING: R-6 RESIDENTI 1 x I _ / ° \ LOT ' o lPG. I PROPOSED FIRE \ / ` 1 33 /� o D.B. RE DE TI HYDRANT ASSEMBLY li I LOT 25 \ \ / / io' ACSA SANITARY J W O USE: RESIDENTIAL LOT 1 EIN6"TEE ° I I 8"X6"REDUCER \ \ / j y1* x I SEWER EASEMENT o I _ �� ROPOSEDTYPEA DB._PG. O o BLOW -OFF & VALVE \ O LOT 34 11 C0 ROPO D 8' x SI DISTANCE=28 ' ` O Z I x v PROPO ED 6" DIP O Luv D WATERL NE 6 0 WAT R INE T OPEN i2+oo 14+00 1 / / ii+oo INDIGO ROAD _ -- SIGHT DI57ANCE=280 INDIGO ROA i5+oo w 7 LOT 35 SPACE A -` o PUBLIC R/W � — — �� — — —�-- — (0.068 AC) � N w— w 4 w w w w ! +oo VAR. WDITH PURL C R — o —� �w x x x/ 2p0 W W W W W W W -_ x °E2 U Hl 0 pPROPOS D FIRE o w v - HYDRANT SSEMBL - - Tfif - - - A Y ` cc w i� 2o'ACSAUTILITY OPEN -8"x6"TEE Ln - EASEMENT 8"x6"REDUCER ` JOB NO. - — — - — — -- SPACE E -- ---- ---- PROPOSED8" TMP: o56A2-01-00-072Ao DB. ,PG.— (0.025AQ i-6"G.V. GRAPHIC SCALE 55 / 112066 DIP WATERLINE 30 c REMOVE 22" PLUG PROPOSED 8 x8 TEE OWNER: CLAUDIUS CROZET PARK, INC w o s so so zo Vd ROPOSEDARV AND(2)8'G.V. ACREAGE: ii.67AC CLAUDIUS 52 02 �a SCALE N TIE-IN PROP. 8" D.I. WATERLINE AT INTERSECTION N INTO EXISTING 12" D.I. WATERLINE ZONING: RURAL ` 1 = 30o WITH NEW 22"XB" REDUCER B_{ i,; 1536/408 CROZET / ` SHEET NO. FENCE USE: C PARK IN I L� C) COAL PARK I inch = so I1. 4 PROPOSED PASSIVE NATURAL RECREATION AREA -NO CLEARING \ \ OR GRADING IS NECESSARY TO ` �9 CREATE THE PASSIVE RECREATION AREA \ \ C \ \ MATCHLINE - SEE THIS SHEET TH op, SC09TP R. Nz U Lic. No. 035791 NOTE: THE EMERGENCY ACCESS ROAD AS SHOWN ON THIS A� 12/21/20 w� PLAN SHALL BE CONSTRUCTED TO THE LOCATION AT ��FS c� WHICH THE CURRENT PARK RIDGE DRIVE HAS BEEN S70NgL APPROVED, BONDED, AND CONSTRUCTED. BASED ON FUTURE GREENWAY� / CURRENT CONDITIONS THE EMERGENCY ACCESS ROAD EASEMENT SHALL BE CONSTRUCTED TO THE BOUNDARY LINE OF THE I PROPOSED / 4!py, \ \ \ �� / GLENBROOK PHASE I SUBDIVISION, AS SHOWN ON THIS PRIMITIVE \ \ PLAN SHEET. IF PARK RIDGE DRIVE IS EXTENDED WITH ANY V TRAILWAY / \ \ \ - 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. EX. 20' EMERGENCY ACCESS ROAD EASEMENT DB 5420 PG 586 Z REMOVABLE BOX L LOCKING SYSTEM BLE LOT 15 � _ _, O V I FFE=66 \ ` J �. \ ` ACCESS ROAD EXHIBIT WITH ERESCU TO EINSTLLEDTO FOR Ln - 1 BSMT=654. \ \ Q PREVENT VEHICCULARA ACCESS BUT STILL _ O g i \ .000 LOT iy `� ` SCALE . 111 - I/ O I ALLOW ACCESS FOR EMERGENCY VEHICLES. - - O SEE DETAIL, THIS SHEET 3, d f� U Z FFE=664.33 .. \ / g \ / Ln SMT=654.46 6SB 1 LOT oo � sv MFFE=�_ Ln EX. 20' SANITARY ENT_ / SMT.655.i 64.0 `., _�- \ \ VE _ - ; - - > `0 ' \ D8SEWER �997APGM235 ` a\ ?\00 °R ~ \\ \ e \ \ e��GLENBROOK PHASE I RIGHT �W/ y OF WAY PLATTED WITH li o .66 .. i O \ j RECORD PLAT, D13.5207, PG.55 'IN6 y/ 6 0oE \ DRAINAGE 5389E SSE M ENT r ` 1 \EX. STORM - \ P 6 x S PROPOSED VAR. WIDTH PUBLIC \ ` / FOOTHILLS II RIGHT OF WAY , �I I II ° CD 1 I PRIMITIVE S \ L TRAILWAY /� I - _ - _ SWM FACILITY MAINTENANCE \ � PLATTED WITH RECORD \ I I\ I I I I-- DRAINAGE & ACCESS EASEMENT /� �665.00 / 6�' 6 iE zo -� \` OPEN // PLAT DB. o PG.66 ( 5iv6 5 ... .; SPACE C r 5 39r 056A2-04-00-00500 LOT 12 6a 7 66\�.6o ` (2•3 9 ) KIRBY, PHILIP M FFE-665.33 OR JENNIFER J � 5 9� � � 0.2390 k�ES 166k.00 5.4 63.58 48 663.58 MHz - - ZONING: R-6 RESIDENTIAL j I \ \ ` NOTE THE REMOVAL BOLLARDS S ALLBEIN TALLEDAT HE �iF 1 - bt� .91 - \ THE EXISTING CONSTRUCTED PARK RIDGE DRIVE WITHIN GLENBROOK D.B. 2229 PG. 297 q I 1 LOT i1 !!\ c 32 \ `\ \ \ r PHASE I, AS SHOWN. IF PARK RIDGE DRIVE IS EXTENDED, THE USE:. RESIDENTIAL TW=666 FFE=665.33 - - ` x•- ° ti46 LOT 16 s / \ ` REMOVABLE BOLLARDS WILL BE RELOCATED TO THE NEW �) GAR=66 00 66$. FFE=663.9z - `\\ \ I CL6oSWRizIP RDPOWITHLL TERMINATION POINT OF THE PUBLIC ROAD IMPROVEMENTS. AS I w BW=666 5• ���- 58 ^ GAR=66-\ - ' ' ' I� FUTURE ROAD INFRASTRUCTURE IMPROVEMENTS ARE COMPLETED, _ 8 PUBLIC STORM 3 5 \ \ - / \ THE BOLLARDS SHALL BE RELOCATED TO THE NEW TERMINATION I c p N vDaz 665''67 55Y0 RAINAGE EASEMENT 7 \ \ GEO-TEXTILE UNDERLAYMENT / POINT OF THE PUBLIC ROAD IMPROVEMENTS. LOT l0 657 DB.PG. Tw=67o GAR666567 MHy ` x zb .x / 66y.z5 ir LOT987 7 \\\ `\\\ DRAINAGE DEASEMENT / \ `a', ' a / 1 6� !L 3.5 / \ INSTALL REMOVA LE BOLLARDS AT THIS BW=66B �$'.. 11 i 7 \ N LOCATION ONLY IF PARK RIDGEDRIVEANDTHE 1 1 666.33 S ' \ \ \ cl - Al X PARKSIDEVIL-1-14 _ _ _ FUTURE PROPOSED ROAD IMPROVEMENTS \ 1z I / Q ARE COMPLETED, THE REMOVABLEMENTS D$ - YDao '� \ LOT 18 7 \ \ / SHALL BE COMPATIBLE I l J 10'PRIVATESTORM OT \ IO h \ \ N \ WITH KNOXBOX LOCKING SYSTEM FOR T Z p rn FFE=664.58 7 \ p lS FIRE RESCUE TO BE INSTALLED TO r DRAINAGE EASEMENT FFE=666.6zj �` - x 4 \ \� GAR=664.z5 \ \ N / / / / / PREVENT VEHICULAR ACCESS BUT STILL ALLOW ACCESS FOR EMERGENCY VEHICLES. (' - DB. PG. GAR=666.33 \ ` \� \ 7 'i \ \ / / Gl \ SEE DETAIL,THIS SHEET 3. (y) 056A2-04-00-00400 74 M MOORE, RICHARD BW=66g f � T � � \ \ i � / / / / \ L OROANA_ 1 I ' N LLJ 0.1990 ACRES ° YD-8 667.17 1 ` OPEI�I \ \ / 5 / ZONING: R-6 RESIDENTIAL LOT 8 �'�" SPACE D J \ \ MHa / / / / \ / � � i--1 D.B. 3924 PG. 271 1 FFE=667.50 0 \ 4 \ / EX. 20' ACSA �\ = GAR=667.a7 6 �! / � ` \ / / � � \ - ` � / �/ � r USE: RESIDENTIAL - \ \ \ ` \ SANITARY SEWER \ % N x\° \ i EASEMENT s / J/ O J 8 --6�o 1 66815 4g �' LOT19 \\ 3 ±\ DB 5389 PG 86 \ \ �` _ MATCHLINE / / N Q z 1 `11 LOT 7 x Fr% FFE=------ \ 9 / - SEE THIS SHEET / N �--I FFE=668.83 ` y x.6 66g,5O'I GAR=66g� 1 \ 29- \ - , I GAR=668.So 6 95 20 PUBLIC STORM DRAINAGE 1 ` Ste,,\\ - / C J = Q 1-� `656A2-04-00-00300 1 \ T z 66 .e 1 6 ASEMENT, DB.�;PG.� ` ` I \ .- � ' `\ �Occ\ /\ i C > z JONES,'BENJAMIN MARTIN LOT 20 1 7s / L I --I Q OR SARA BETH TW-6j8 �c x% J BW=6 z 7 4z 670.63 FFE.6 a f, `� J 0.2120 ACRES 7 OT 6 7i• 7 ` �i7 \ \ J YDny FFE=67o.i7 �'• GAR=6 0. � � -,. J ZONING: R-&RESIDENTIAL GAR=669.83 7 MH6 1 1 D.B. 4369 PG. )99 6 x ' Y VAR. WIDTH PUBLIC ( S i > W USE: RESIDENTIAL 671.17 �+ / \� SWM FACILITY MAINTENANCE, EXISTING CREEK \ `( xf� / ` r DRAINAGE & ACCESS EASEMENT \ `T LLI Lu --� LOT 5 3% 67R•83 FFE-bLOTi21 i / \ \ DB. .PG. \ \\ \ U) QQ TW-6 8 GAR.67z.6 \� Q Z 7 FFE=671.5o io'PRNATEST MRO DRAINAGE / / YD-i6 LOT 2g \ \\ \ `' \ p _ \'s \ � = Q BW=674 1 GAR=671.a7 FFE=661,67 LOT 3o N y x EASEMENT, DB.�PG. ( \ \ L.L 056A2 04-00 @0200 - jl �4 LOT 22 1 0 \ BSMT=65a 83 FFE=66a.67 LOT 1 \ ` \ \ \ --- �ASLEY, ALBA E i0' PRIVATE STORM �� YD-ak 54 ' 674a7 FFE=6 LOT 28 BSMT=651.83 FFE=662.33 \ S \ DRAINAGE EASEMENT 67 0 74'$0 \ BSMT=6 z o \\` \\ \' ` U J W OR 20PAMELA ACRE B DB PG _ I GAR=67y- FFE=663.50 \ `ERLAND RELIEF PATH FOR INLET 0.2120 ACRES 674.4 6i% � GAR=662.1 ZONING: R-6 RESIDENTIAL LOT 4 L Il 1 1 - zo'PUBLIC! T RM 1 YD-i6 LOT 27 Z2IF IT BECOMES CLOGGED P C \\ \ 1. J z6 FFE=66y.a7 651.33 OR OVERWHELMED ` \ \ ` Y D.B. 2275 PG. 096 FFE=67y.75 - DRAINAGE EASEMEN USE: RESIDENTIAL 1 GAR=674.4z L 6 DB. . -PC . LOT 26 GAR=662.83 / \. 66a� 66z.00 LI ' to. 0 \` s ` w = z I . I 1 675109 `� x I LOT 23 i\ FFE=665.5o z.1 --r __ a+ �� - -\\ y yY• y ,a , y y FFE=675.33 y GAR=66y.a7 i y -\ \ Np� Y y y• ` O Q PROPOSED LOTS i O 1x.a46 675-001 GAR.675.00 \� \ 66z ° - RETAINING WALL ' I, GAR=675.o9 0.8 LOT - s l� 1 s �: _--= 67510 So% \ � 6o.zo }• 32 / � (� _ - ' . W yp_y I I LOT 24 66y.a7 66o.a 660.30 a.8% 62.33 FFE-66i.67 / 056A2-Q4-00-00100 x x:1% FFE=6 \ 4O l • �6 5.00 75.33 66 .6 1 • " 88 f BSMT=651.83- JUSTIN F & KATHERIN$ PICKRAL ` LOT 2 MH5 7 i53 � 66o.y . �- 0.2710 ACRES FFE=675.42 y- Q \ \ \ f 1 ZONING: R-6 RESIDENTIAL I GAR=675.09 �I x \ \r 66a. o L�k� 49% ( PROPOSED 3' RETAIINING WALL U) zo' PUBLIC STORM + 66o.So 66�.DD LOT 33 -- H Y D.B. 4814 PG. 250 _ 1 DRAINAGE EASEMENT 675-0 6j 3� I \ g l� 6 66i FFE=66x.33 EXISTING ioo' O USE: RESIDENTIAL TW 678 DB. PG. 7.9"1 LOT 2 y / BW-674 LOT I ° II 3.1 675.00 FFE=675.33 6x•0O OO I BSMT=65z.5o I /I STREAM BUFFER .� ILL! _ FFE T 12 _ - 67 T0'7 GAR=675.00 •%�" 1 YD-6 GAR-675,0g 20' PUBLIC STORM' • 3.a% I 62.00 ' y Q 6 RAINAGE EASEMENT 66o '3 66 I o LOT 34 _ - I OF co - I e • x io DB. . PG. ' FFE=662-33 I I • x x x BSMT=65z5o C] ' TIE PROPOSED CD-i INTO '- ` O x x x x PROPOSED UD-4 W 66 oP °gP 0 661.1 OPEN \ N J 6 iz+00 _ -4+oo i4+s 5 66°' s6 659.z1 6� 6% / 66z.67 LOT 35 SPACE A i +oo -0° - -I FFE=663.00 io.o68 AC)- +o x x / BSMT=653.i7 i►-w w -W w W W W w x \ -1 -- TIE PROPOSED CD-iINTO P TRAIL- - - OPEN - 0.85 - - - - PROPOSED UD _ - - - - - - SPACE E C APHIC SCALE -y J - - TMP: 056A2-01-00-072Ao / ` 112066\ - - -- - - _ OWNER25AC) -- - - • CLAUDIU CRO o Is so Bo Izo 3p65 666 - ___ACREAGE-ii:67AC 5-= PARK, VAR. WIDTH PUBLIC 2 p21a� ` 1 11 sck3O` ZET PA INCC so --- _ _- ZONING: RURAL 66 - STORM � N5 _ - -- - - - 666 - ' 53 DRAINAGE EASEMENT SHEET NO. - --- (In F:r'r 1 D.B. PG.: i h -- - - BLIC PARK \ DB. , PG. no 3O ft. 5 I EXISTING POND APPROVED UNDER WP0201700020 G 685 Lu z >_ HIGH PT STA: 13+38.o6 HIGH PT ELEV: 675.11 PVI STA:13+50.00 PVI ELEV:675-45 as lg� 4 LVC:80.00 U p> w wJ o M o m O 01 o ItQ Z0 W O O � 0 68o 20 m �w �w V 7 0 U N U > > 0 Z N > m > w � - N m w F0¢ Z ? ¢ v1 ---------------- ------ 675 --------------- PROPOSED ARV - FILL (95% r _ 1.30% � 3.5 --- -2.4 of - 3 5' - _ CO ER 3.5' 670 l� PROPOSED 8" D.I. WATERLINE 665 REMOVE 12" PLUG PROPOSED 8"x8" TEE AND (2) 8" G.V. TIE-IN PROP. 8" D.I. WATERLINE INTO EX. 12" D.I. WATERLINE AT INTERSECTION INSTALL 12"X8" REDUCER PROPOSED VDOT STD. ... H I G H PT STA: 14+76.5o HIGH PT ELEV: 672.41 PVI STA:15+1o.00 PVI ELEV:671.61 K:12.25 LVC:67.o0 ns ,onm � N� IT TO LOW PT STA: 16+97.50 +�iO +v D LOW PT ELEV: 661.37 " U ~ u PVI STA:16+20.50 m > w PVIELEV:662.91 m w K:26.23 LVC,154.00 IP CTION) on m ..0 0i> > m > m EXISTING GRADE w PROPOSED GRADE \ \ MAX. CUL-DE-SAC rGRADE = 2% FIRE HYDRANT ASSEMBLY z Lu 8"x6" TEEJ 2 PROPOSED 6" w 8"x6" REDUCER 655 D.I. WATERLINE & 1-6" G.V. a H N 6" 45° BEND w D w O j w TYPE A BLOW OFF 650 Q J � J WITH 6" G.V. z W LAw - H z X ° O a Lu n ul 't O D+ + z ~ V 645 P: tA zG rl '1 lD •i H O Ol 00 00 t0 ^ 00 O O ~ 00 'D `+ O 01 ID N m 1� l0 n o •i S O 01 Ol 0 S S N .t N M M m n 1 M ~ V1 H 1� O N O w O O ,+ N M f,'1 1 N M y� N 1 N ei rl O 00 00 y1 N M �y �D l0 lD l0 t0 lD lD lD W tD ID tD ,O 10 w 10 w w tD w 0 t0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+so 14 00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 INDIGO ROAD 25 MPH DESIGN SPEED NOTES: 1. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM THE STORMWATER MANAGEMENT POND SHALL REMAIN RCP PIPES. A M/NIMUM 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. 3. ALL FILL MUST MEET 95Z 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 VOOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VOOT STD SL-1 SAFETY SLAB REQUIRED ON ALL STORM STRUCTURES GREATER THAN 12' DEEP. 9. VDOT STD ST-1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER 5 50 0 VERTICAL SCALE 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. 690 PT STA: 10+15.46 V PT ELEV: 673.16 PVI STA:10+15.o8 PVI ELEV:673.12 685 LVC o.00 BVCS: 1o+1o.o8 BVCE: 673.22 EVCS:1o+2o.o8 EVCE: 673.20 675 i i -2.On 670 OPOSED 8"x8" TEE AN (2) 8" G.V. AT INT RSECTION 665 iV S �O 66o a w 0J w w Q 6 _ o o z i 655 zLA S O m N ID N ? n 20 200 10+00 HIGH PT STA: 10+92.64 HIGH PT ELEV: 674.25 PVI STA:11+25.00 PVI ELEV:675.00 LOW PT STA: 1 + -57 3 34 K:13.23 LOW PT ELEV: 663.92 92 LVG11o.00 - - PVI STA:12+74-57 °o o i 0 m PVI ELEV:665.12 o It o �K:26.07 ow °++ wLV 20.00 H Lu / w ii>� vi> 1%0 \ �m J U uJ S p + lD \ S m +D m Lu 1D \ ry \ MAD w - _- - U mm \>w ljj U \ EXISTING GRADE \u 3. COVER 66�%a .PRC)Pf1SFf) CRADF FIRE HYDRANT ASSEMBLY - - - 8"x6" TEE 8"x6" REDUCER \ \ 1-6" G.V. 6" D.I. WATERLINE 8" D.I. WATERLINE 2.0o0,6 FIRE HYDRANT ASSEMBLY 6"x6" TEE 1-6" G.V. 6" 45° BE N 0) t0 0 O 0 01 O I 00 ,mj 00 0 �O W 'D w ID tD �p ,D �O l000 l0 10+50 11+00 11+so 12+00 12+sO 13+00 13+50 CRIMSON STREET 25 MPH DESIGN SPEED 14+00 TYPE A BLOW OFF WITH 6" G.V. Lic. No. 035791 a 5 12/21/20 o`A �SIONe1. gC1G z O V � in Z z 4 aO 2:m 0 Ca it v) V z w 0 z w �••� o F- ` Ln J > a Ww Lu a 0 W N O Cn (N - N Lu J J U) 0 w O zCif Q _ W Lu in 0 0 CDCD N Lum F- w H w O w a 1n l0B 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 INVlN66-7.gzFROM STR-YD=4 INV OUT:668.4o TO STR-YD-2 RIM:671.90 68o INV OUT:667.82 TO STR-YD-iA INV IN:666.00 FROM STR-YD-2 INV OUT:665.90 TO STR-28 \ STR-28 STR-YD-6 VDOT STD. DI-3B (L=12') 24" YARD INLET RIM:671.62 675 RIM:674-33 INV IN:665-49 FROM STR-YD-:LA INV 0UT:669.00 TO ST -YD-4 INV IN:66S.49 FROM STR-28B INV IN:665.49 FROM STR-24 INV OUT:665.39 TO STR-zz 670 665 12" HDPE 15. 2' dal 2.16% 6s-4 6o 655 11 1z" HDPE 12 1' HDPE 82% 12, HpPE o� 75-30 5o.4z @ o.88% 57.50o. ' 2'30 O O m O 0 100 n 00 6 00 l0 � t0 W l0 w l0 l0 �O 10+00 10+50 11+00 11+50 12+00 12+50 YD-6-STRz8 STR-YD-8 675 STR-YD-7A 24" YARD INLET 24" YARD INLET - RIM:665.91 RIM:6NLET NV IN:66o.92 FROM STR-YD-10 INV IN:66 .4z FROM STR- 6.og231-09' 92 FROM STR-YD-14 INV O T:66o.3z TO STR-2zo.82 TO STR-YD-7A 7 TR-22 VDOT ST . DI-3B (L=12')4" YARD INLET R I M:664.85 I M:663.20 INV IN:66o.23 FR M STR-YD-7ANV IN:66i.2o FROM STR-YD-12 INV IN:658.6 FROM STR-z8NV OUT:661.10 TO STR-YD-8 INV OUT:65 -54 TO STR-16 665STR-YD-12 24" YARD INLET R I M:664.00 INV OUT:661.36 TO STF 66o12" HDPE 28.00' @ 0.50% HDPE 0 1z" HDPE.09' dal 0.50% 14.72' Qa 0.50% 655 It O S ry O, NO i/1 00 1� 00 1O r LD O w 10+00 10+50 11+00 11+50 12+00 685 IYD-12-ST7R722] 680 STR-YD-8 24" YARD INLET R I M:665.91/ INV IN:66o.g2 FROM STR-YD-10 INV I66o.92 FROM STR-YD-14 675 IN y CSUT:66o.8z TO STR-YD-7A STR-YD-14 24" YARD INLET 670 [R I M:669.25 INV OUT:664.00 TO 5 ••q NpP� 0°1° ti 3 66o 0 o 00 o k D 10+00 10+50 11400 YD-14 - YD-8 675 675 EXISTING GRADEVDOT STD. MH VDOT VDOT STD. DI-313 (L=8') RIM:665J0 RIM:665.19 STR-4 - - - - - - - INV IN:655.66 FROM STR-12 INV IN:658.o6 FROM STR-14 VDOT STD. MH/ INV M:657:Bi- OM STR-10 INV OUT:657.96 TO STR-8 670 RIM:662.50 INV OUT:655.56 TO-STR-6 INV IN:654-38 FROM STR-6 / STR-14 \ INV IN:656.o5 FROM) STR-i6 / _ _ _ _ VDOT STD. DI-31B (L=8') INV OUT:6S4.25 TO STR-2 / \ RIM:665.20 PROPOSED GRADE \ INV OUT:658.26 10 / STR-10 665 STR-z �- - I STR-6 _ VDOT STD. MH 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:655.1g TO STR-4 LINE CROSSING 66o / 1.1' PIP i SHALL / HGL (TYP.)------- HAVE WATERTIGHT CONNECT ONSk io-YEAR STORM W f E=615" HDPE 6-------------- -------------- ' 29-93' @ o.6o% --- INV 15'HD15" HDPE @ 0.50% 25-70' @ 0.50% �5 Do. 6o%50.30' 157-37' 5VDOT STD. EW-1ENDWALL HDPE W/" RIPRAP OUTFALL 646' Qa z.12% 2.24% CLASS I RIP RAP OUTFALL L=60', W=12', D=2' WITH GEO-TEXTILE UNDERLAYMENT 645 N � NO ^ NN co y1j 00 It f ^ 00 kO N N w W IOn l0 to w n �0 l0 w � l0 w � 10 l�0 w � w l0 w 00 0 l0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 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 J. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1. 5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 670 / STR-YD-18 i' 24" YARD INLET RIM:663.63 J INV OUT:658.00 TO STR-YI 665 STR-YD-16 24" YARD INLET RIM:6PHDPE 0 V IN:655.05 FROM STR- INV OUT:654.95 TO66o INV OUT65554.0465° 40.18' Qa 2.15% 645 o � N °„° Co p Co o m 'D W i0 W kD 10+00 10+50 11+00 11+SO [YD-i.8 - OUT ME 675 670 665 68o 68 5 STR-28 VDOT STD. DI-3B (L=12') RIM:671.62 INV IN:665.49 FROM STR-YD-iA /EXISTING GRADE INV IN:665.49 FROM STR-28B INV IN:665.49 FROM STR-24 NV OUT:665.39 TO STR-22 675 680 STR-24 STR-16 \ VD9TSTD. MH VDOT STD. MH � RIM:672.91 RIM:663.g4 EXISTING DE RAINV 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-36 L=4") INV OUT:656.5g TO STR-4RIM:673.79 GRADE STR-18 LPROPOSED INVOUT:667.17T STR-24 OSED GRA VDOT STD. DI-3 (L=8') RIM:665.72 665 INV OUT:659.00 O STR-16 670 PROPOSED 6" / WATERLINE HGL (TYP.) CROSSING 1.1' HGL ( ) - ---------- "" 66 665 15"HDPE 655 10+00 10+50 STR18 - STR16 STR-16 EXISTING GRADE VDOT STD. MH - - RIM:663 94 STR-28 INV IN:658.5o FROM STR-18/ VDOT STD. DI-3B-(L,=i2') INV IN:656.69 FROM STR-�z RIM:671.62 11 INV IN:656.69 FROM STR-zo INV IN:665.49 FROM ST0�YD-iA STR-28B INV OUT:656.59 TO/SIR-4 INV IN:665.49 FROM STR-2.86- VDOT STD. DI-3C INV IN:665-49 FROM STR-24 RIM:673.78 VDOT STD. DI-3B (L=1z') / INV OUT:665.39 TO STR-22 INV OUT:667.o8 T VDOT RIM:664.85 - INV IN:66o.23 FROM STR-YD-7A INV IN:658.64 FROM STR-28 / PROPOSED GRADE INV OUT:658.54TO STR-16 / HGL (TYP.) ------------- ------------ --- - 1.2 ✓t • • SAN. LAT. CROSSINGS PR OSED 6" • (TYP.) W RLINE 1 • �CR SING - 5 • 660 1.a' - 15N5boro 655 65o ,w v 2.7z 15" HDPE 125.99' Qa 1.z2% 00 .1 O O ll1 00 m In S 00 N N 00 n n N m l0 N to k 00 1O w 00 Ol 'D 'D 00r! d ^m ^ .T tD 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STR28B - STR16 VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 2N ( IN FEET ) I inch = 50 ft 675 67CSTR-4 / VIDOT STD. MH "R-28 R I M:66z.50 INV IN:654.3E FROM STR-6 INV IN 6 6 o FROM STR-16 28.03' @ 4.19% 15" HDPE f 45-45' @ 0.50% I LOT 21 660 SAN. LAT. CROSSING O N O O N 00 + O O 00 to 0 O 10+00 10+Sp 11+00 STR26 - STR2B i ICOTT R. LIN Lic. No. 035791 1,, 12/21/20 � -. EXISTING GRADE W N � N VDOT STD. MH RIM:663-94 INV IN:658.5o FROM STR-18 INV IN:656.69 FROM STR-22 INVIN�656.69 FROM STR-20 Lu INV OUT:656.S9 TO STR-4 z STR-2o Q \ VDOT STD. DI-3C i L=6') ~ S - 5 PROPOSED RIM:662.25 M J INV OUT:65 zU5 TR-z GRADE \ INV OUT:657.1z T STR-16 � .. • 655 65o 1 v I CD J0-)2.2' HGL (TYP.) 1.1' N PROPOSED (V I --I ---------------- --------------- WATER SER ICE CROSSINGS Q I-1 15" HDPE > z I 18" HDPE 81.57 Qa 0.50% w 1_ - LJ 95.63' @a 0.54% • J LOT 18� � AN LAT LUI it w ui Lu CROSSINGLu SAN. LAT. J okD CROSSING O TQ LL N ^ ^ S N i O o � kD ko � k TQJ a_ 10+00 to+SO 11+00 11+50 12+00 V) STR 20 - STR4 W w Y � o ulcn O STR-8 O VDOT STD. MH LIJ LL RIM:665.70 LLJ 670 INV IN:6S5.66 FROM STR-12 INV IN:657.8i FROM STR-10 Q NV OUT:655.56 TO STR-6 Cn \ EXISTING GRADE STR-12 J w O INV PROPOSED GRADE VDOT STD. I-3C (L=6') 665 O INV OUT:6T:65 16 TO STR-8 PROP SED \ \ \ JWATER SE 660CE V CROS I IGS-\ ^ CCU z 0 Lu N J HGL (IN P.) 2.6' u 1.0' �.J f---- ------------------ 655 W H 15" HDPE ^p w coo 0 W 9S.8o' Qa o.5o% aLA JOB NO. 112066 SCALE 10+00 10+50 11+00 AS NOTED [SLRi_2 - STR 8 SHEET 7 NO. 670 MH1 R I M:64S.19 INV IN:637.5o FROM MHz INV IN:637.5o FROM MH6 685 665 INV IN:637.5o FROM MH7 INV OUT:637.3o TO EX ParksideVil-1-14 MH6 EXISTING GRADE RIM:658.71 - INV OUT:653.5oTO MH3. 680 660 � \ PROPOSED GRADE EXISTING GRADE / RIM56 74-40 675 R I M:661.8o / INV O UT:664.65 TO 655 FINV IN:646.3o FROM MH4 INV OUT:646.10 TO MHz PROPOSED GRADE MH4 RIM:664.83 / 670 / INV IN:657.5o FROM MH5 650 ( / INV OUT:657.3o TO MH3 / YD-1B 665 645 C<� �-/ YD7B PROPOSED 66o MHz //WATERLINE 64p RIM:649.8o / CROSSING INV IN:641.00 FROM MH3 MHi INV OUT:640.8o TO MH1 EX PARKSIDEVIL-1-14 RIM:645.19 / REPLACE EXISTING LID WITH INV IN:637.5o FROM MHz 655 WATERTIGHT FRAME & COVER FINV IN:637.5o FROM MH6 635 RIM:640.00 INV IN:637.5o FROM MH7 / INV IN: 633.6o (FROM INV OUT:637.3o TO EX ParksideVil-1-14 N N a m FOOTHILL II MH-1) / 00 mCn INV IN:633.6o FROM MH1 / NQ 1 1° ID 650 INV OUT: 633 4oT0 EX MH / �0��• 10+00 w+SO 11+00 11+so 12+00 IMH6- MH1 645 SW POND FA i14oUL 640 I640.4zM D�a93% SDR 26 PVC y82 181.15 Ca) 635 8' SOR Qa 3 �10 85 630 MHi RIM:645.19 0) W mm O o0i oINV IN:637.5o FROM MHz ° a 00 a lD 0) N 00. r" Vl f� rl W 00 co 00 cn r! 0) m ^ 1� rj Vl r! •i �0 S 'i ^ N O N m m INV IN:637.5o FROM MH6 v u u o W 'D 00 W 00, 00 r INV IN:637.5o FROM MH7 O `D ° ° O ° 1O `D O 1D `D `D 65o INV OUT:6 7. o TO EX ParksideVil-1-14 20+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+W 15.00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+5o 19+00 MH7 RIM:641.84 M H 5 - EX PV-1-i4 645 EXISTING GRADE INV OUT:638.5o TO MH1 640 L_r-- 8" SDR 26 PVC 635 164.88' Qa o.61% O1. Co m 10+00 10-5o 11+00 11-50 MH7 - MHi 1r00 NOTES: 1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L J. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1. 5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 5 VERTICAL SCALE 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 too ( IN FEET ) 1 inch = 50 ft. 20 Lic. No. 035791 I, 12/21/20 o Z Z �. o 0 cc Ln a � LA g w o. 0 z LLJ H O > Ln L J > a W w F w z 0 W N N L9 z M z Q M C') N Lu C'") I -I I WC:) (V Q W N LLJz z J J � > 67 W LuL9 LL Lu J O Q O zJ a_ WU J � LLJ z H1 ul� O O LLJ z LLJ U) LLJJ � o O J m 0 CDz 0 W CN J u 0 w w 200 a m JOB NO. 112066 SCALE AS NOTED SHEET NO. 8 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS W17HIN 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. 1F A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED K17H THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED 1417H/N THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDIT70NAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, 1N 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 SECT70NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA770N 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 77-IE 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 INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA77ONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED 1N THE ROADWAY, 1T SHALL BE REMOVED FROM 7HE ENTIRE ROAD RIGHT OF WAY WI07H AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE: 7. 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. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA7IONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFAC7ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT.• 1. AN ACTUAL COPY OF THE CBR REPORT 1S 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 I, II, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN 7HE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLET70N 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 Crirrson Street 183 0 183 5 5 8.52 SM-9.5 1.5 2.25 BM-25 3 2.15 2 1 B 5 0.6 12.83 Indigo Road 256 0 256 5 5 9.69 SM-9.5 1 1.5 2.25 BM-25 3 2.15 216 5 NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANRNG STRIP R� PER J' CLEAR ZONE REQUIREMENT CG-6 3• CURB & GUTTER I LEAR ZONE I 2x 2R PLANTING'•. STRIP 4' WDOT C POINT OF CG-6 FINISHED GRADE CURB & GUTTER �3' 1CLEAR ZONE T SURFACE \ 2R 2R 6' PLANTING STRIP 5' STAR SUBBASESTIME Z1" I VAR. d 5 BA II' WIDTH 13' 1J' (TRAVEL LANE) (TRAVEL LANE) � JO' F/C-F/C I VAR. MOTH TYPICAL NEICIIBORIIOOD STREET SECTION (VAR. #rlOrff R110) INDIGO ROAD (PUBLIC ROAD) 6?S--SSAR RESIDENTIAL & VIXA'O USE SUBDIVISIOAr .STREET DESIGN SPEED.' 25 AlPfl PARUM N rITII BU054L-OUTS 9 i20' SPACE'S) 'NOTE: UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD N07E: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANRNG STRIP R/W PER 3' CLEAR ZONE REQUIREMENT CG-6 C/L I CG-6 5' WIDE CONCRETE 3 CURB & GUTTER POINT OF CURB &CUTTER 3' SIDEWALK ZONE I FINISHED GRADE CLEAR ZONE (ICCLEAR S� I 2X I7 SURFACE EXIST. GROUND 2%. 2X 2X 2X 31 4' WOT 21A S7RHP PLANNING S7MP / STONE BASE 4' wor SUBBASE 4' wOT 1A EXIST. GROUND _ 5 521AAE / TSE STONE BASE 2.5 6 TOP OF 4 2" R CURB 13" '4 S a' A. N. 7" 10' 10• (TRAVEL LANE) (TRAVEL LANE) �- 24' F/C-F/C I 49' PIN TYPICAL ffE16!HB0RH00P STREET SECTION (49 ' )?/r) CRIJfSOW STREET (iii ROADS) CS-SSAR "SIPAWTIAL cE A(IXA'D USE' SUBDIVISION STREET DBSICN SPSS,19.- 25 JfPB PWRA7M IYITA BUMP -OUTS 9'a20' SPACES 'NOTE: UD-4 UNDLRORAINS ARE RLOUIRLD WH N THL PROJECIED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 7000 VPD 2 DV OT #57468, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WIDTH) BUILDING OFFICIAL NOTE: 4" CONIC. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE _ NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE 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 4" 21-A STONE BASE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. CONCRETE SIDEWALK Asphalt Pavement Restoration Detail for Open Cut Utility lustallations Mill 5 resudacii Saw -cut existing pavement tome full depth Of asphalt \ 12' min /sphalt Concrete Surface Material' �e' min 15' min. 10' min NOTES: Asphalt Concrete Surface Material SM-95A forADT < 10.000 SM-9 50 for ADT A 10,000 The district aemimstatc rs designee shall delermDe the restoration requirementsforotherpavementtypes -- Trench A idth aind pipe bedding shall be in accordance with VDOT Sto PE-1 12 Inches mmlmumbeyond the edge of the bench on longitudinal open nuts, or 25 feet minimum beyond the trench centerline on perpendicular open cutsor as determined by the distinct administrator s designee Dam: August 27, 2014 MITI& resurface - \ 12'min 7.5'total asphalt \l concrete pavement depth or equal to the depth of ensting asphadconaete, Whichever is greater Sub -base COurs a depth shall be 10' or equal to depth of existng sub -base. Whichever is greater Horizontal and vertical surfaces 2'Bencn snail Detacked with RC-250 liquid Min asphalt at a rate of 0. l gallon per SY. or as determined by the dlstna administrator's designee \ Select Material Type I With mmimumCBR= 30 C lass I backlill material in accordance With Section 302 of the Road and Bnage Specifications \ No 26 or 27 aggregate pipe bedding in accordance with Sections 205 a 302 of Me Road and BnOge Specifications Not to Seale NO SCALE K(�MTE OP OR AT IT, PAVED SMOULDER PAV MIA L . SNIDE OLITL[T PPE SEE NOTE 1 IK57 ADGEWTE. 2'H01 -0• AGGREGATE OR a GLASS MEETING R vAaraE GRADATION KOLIO OF PAVED SIIOULDERI PAVED SHOULDER SECTION 1P TO ELBOW. PIPE IS PERFORATED PRIWdF OF WATER FLOW 4S- ELBOW COIKECTON 46- WYE CONNECTION r-a•Mw OUTLET PPE NO SCALE � nuuunuuunnuunuuunuuunuuunuuunu A: , A.@ A.i 0... • A.@ A.@ �.Y �Yiq t>Y sY!Yr •�• 1 IK R ■A �A \6W� NO SCALE 2" SM-9.5 SURFACE C 8" 21-A BASE COUF COMPACTS SUBGRADE ASPHALT PAVING - EMERGENCY ACCESS ROAD NO SCALE & PEDESTRIAN/BICYCLE PATHWAY, & TOT LOT/SWM ACCESS PATHWAY UIOEIWRRAN SHALL K CENTERED UNDER CURB AND CUTTER GEOTExTIE ORMNAM FABDC '-o" (OVERLAP T-0" AT TOP) PAYE4EHT 9.AAY�TEAIAT :-• - SEE NOTE I- f 057 =GMAFtGE4" PPE AOGE GLASS WETN4a GRADA7ON REOLOWWW. PAY UNITS FOR OUTLET PPE TO u'GNE BOW CURB AND GUTTER SECTION EPE 01ATm �F STANDARD PAVEMENT EDGEDRAIN �RE� ROAD AND BRIDGE STADARDS 240 SHEET 1 OF 2 BEVIS�ON DATE 25S ga.0a VIRGINIA DEPARTMENT OF TRANSPORTATION TO; 501 R 1 I 4' WOT 21A STONE BASE R/W 5' WIDE CONCRETE SIDEWALK I \ I 2JE \ I I % , LOT 14 \ `\ LOT 13 /f SCOTT/R. 'SLLINS7 Lic. No. 035791.2 �� �r„ ,� -r �. • '� 12/21/20 ��i V / .CT n LOT,6 -� V • - LOT Al / -"_" YC � LOTS � 3%-_� _ \\ \♦ ♦`\'\`, EXIST. DRaad•, \ L LOT „ _ `'\ •,` 41, - -7�� ,\. 1 _ II`` � ♦♦ EXIST. GROUND I ) 0 ,\ LOTS (1)W LOT , LOT:: LorR wT,e LOT,) LOT a3 3 or a6 - ,•.f+/R1 ILOT3 II '�- --\ LOT,( -\ - LOTS. Z on 0 Lori, \ LOT 33 U) Z 2: t / GTx o DO ---;-. :�- DO rJGADT --- - -INDIGO ROAD U g Ln -_- --------------------- - o 73 ADT z ' U) TRIP GENERATION CALCULATIONS TRIP GENERATION W TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) SCALE: 1" = 100' w� Z ___ 35 TOWNHOUSE UNITS (INCLUDES FUTURE) - CODE 220 li ADT: 256 VPD (128 ENTER / 128 EXIT) EXIST. GRDUN AM PEAK: 16 VPH (4 ENTER / 12 EXIT) PM PEAK: 20 VPH (13 ENTER /7 EXIT) EXIST GROUA\ 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 N STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ' 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER N NOTE: CONCRETE CG-12 RAMPS SHALL HAVE A MAXIMUM OF 2% CROSS -SLOPE. NOTES: YV �Vn G 2. THE PEDESTRIAN WALKING TRAIL IS PRIMITIVE TRAIL SHALL BE CONSTRUCTED TO THE"PRIMITIVE TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION 7.H. 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 OF 3-4"HARDWOOD MULCH OR 2' STONE DUST. 2"STONE DUST TO BE USED WITHIN ACCESS EASEMENT ON THE LOTS. 2" SM-9.5 SURFACE C 8" 21-A BASE COUF COMPACTEC SUBGRADE ASPHAL I I-mvnvv - ur�u vr_rrr'R I NO SCALE VDOT p21A TOP COAT VDOT g23 STONE - BASE COURSE CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF .3: 1 OR BETTER ARE TO BE ACHIEVED. 6. 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. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. ti 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. CM 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 0) 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. 00 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 Q MATERIALS. i iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND L1j APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. Z J J_ v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, i PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE 0 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. 0 vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE O COMPACTED o ����YT , ).�- " \ , \ r SUBGRADE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. Q GRAVEL ACCESS ROAD TO SWM FACILITY 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. (� CO-12 NOTES COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING' HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES MEAN SOUAAE YARDS) GENERAL NOTES CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET( DETECTABLE WANING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHILL RE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST Fort BE 9UMMAN2ED FOR EACH CURB CUT RAP. DETECTABLE WMHNG SUFACES. PRODUCTS HOT LISTED SHALL WET DEWALK gANP p;1 MA% THE REOUREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE m, MAz WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR MPtUVAL. l 3. SLOPING SIDES OF CURB RAP MAY BE POURED MONOLIIHCILLY WITH RAMP 4' - FLOOR OR BY USING !PERMISSIBLE CONSTRUCTION JOINT R)TH REOUIIED BARS. 4. IF RAMP FLOOR 6 PRECAST, HOLES NMI BE PROVIDE FOR DOWEL BARS SO THAT ADJONING FLARED 90M CAN BE CAST IN RACE AFTER PLACEMENT OF On MAX PRECAST RAP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 6. REQUIRED ems ME to BE N0. S x B" PLACED TCENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR. MID DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER T/,". 6. CUB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT 70 CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. FK,k)'s^stflbNy;Yih''It",tl'r%I N" 5-NN 7, CURB RAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS G AS DIRECTED h2l �C BY THE ENGPAID EER. THEY E TO BE PROVIDED AT MTERSECTOHEREVE NS WHEREVER 12AI , M -' ` AN ACCESSIBLE RDITE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EMSTING, PROPOSED, OR NOExISTENI. THEY MUST K LOCATED wren PEDESTRIAN CROSSwALK4 TYPE B AS SOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. SHOULD EER. AND SULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES. FARE HYDRANTS.DROP NLETS,ETC. ACCESSBa ROUTES PROVIDE A CONTINUOUS PARALLEL MOSSiRUC1ED.STABLE. FIRM AND SLIP RESISTANT PATH CONECING ALL ACCESSIBLE ELEMENTS Or A FACILITY THAT CAN K APPROACEO. ENTERED AND USED BY PEDESTRIANS. B. RAPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT11�A1L THE CURB OPENING IS PLACED WITHINTHE LIMITS OF THE CROSSWALK AND YM THAT THE SLOPE AT THE CONNECTION CTION OF THE CURB OPENNG IS H� c o. PERPENDICULAR TO THE CURB. 6.MIN X xk 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAOICANOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRACK TRAFFIC. REFER TO STANDARD CC-13. COMMERCIAL ENTRANCE (HEAVY 4. ON AT )K , T HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. T EDGE OF PAVEMENT 10. WHEN CUB RAPS ME USED IN CONJUNCTION WITH A SHARED ME D LOSE PATH. \ AT x3C .SAAS TOP OF CUM THE CURB WIDTH SHALL K THE WIDTH OF THE SHINED USE PATH. TYPE C 11. WEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS OIAGONAL). PARALLEL It PERPENDICULAR A Wx 4'LANDNG MEA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIRINTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS Wit 4' LANCING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOZE CONNECTIONSnl CURB AT ENTRANCES OR STREET CONNECTIONSa -2.4• C- S THE DETECTABLE .0 o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 O O O O 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CUB. 40000 O O 00000 U O O O O O 0 0 0 O O O O WT LANDING RAMP 0 0000000 0 000000 I� y o00000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ro O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ DETECTABLE WINING o AT BACK OF CUB L VARIABLE FOAL WIDTH OF RAMP FLOOR _ I SEE NOTE 12. I PAY UNITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS NAIL DETAIL \VDOT CG-12 DETECTABLE WARNING SURFACE sREFERENCEN ROAD AND BRIDGE STANDARBS REFERENCE SHEET 1 OF 5 REVISON DATE (GENERAL NOTES) 105 203.G5 01/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 Sk*=ADE SEE NOTE 1- 3H(DIGnR LONGITUDINAL PERFORATED PIPE D-4 TYPE OF PIPE CRUSIEIG STRENGTH x w.T 4" MOMI DAMETER SMOOTH WALL PVC 1 .103 C0RRI3GATED PE I I AASHT0 M-252 GLASSS MEETING 01aGRADAATTIO AGGREGATE OR NON -PERFORATED OUTLET PIPE FOR USE UNDER COMAERCIAL ENTRANCES AND FOR OUTLETS PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) LEA)MRM SHALL K [EMOTED DOER CUM' }-0AO-' GUTTER. CEOTCxTtE rAT9E FABIUC I I (oV[DAP 1'-C' N ONE I I TYPE of PPE CRUSHING STRENGTH M w.T 4•HON. DIAMETER SIIODTN WALL PVC .103 SMIOO7H TILL PE 70 P9 MMM IN WALL THICKNESS (MIN - NOES MMM TESTED ACCORDING TO ASTM D-2412 AT 61 DEFLECTION. DOOM GRADE -ES DRMIAGE LAYER -•-•---• SEC NOTE IK - w - SI.mATE LAYER 'T::::•: PAVEMENT TED Y MAN LIKE PAVE(CONCOCTION 9.BGRAM - PK =P - _ SR HOtE 1 -0- -ES - - - - - 957 AGGREGATE. ER AGGREGATE OR CRUISED - PIPESTV.IP/ BE00. / ST9. W-4 Rich). MEETING RR GRADATON REOUREIMENT. / CURB AND GUTTER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SHGADER $ PAVEMENT NOTES) Es 1. 4- MM AM. PROVIDED ATTAR w 4. OF ACGEWTE ON TOP OF PPE EDGEDRAINS IN GORE AREAS 2. WHEN THE LONGTAp PPE COWECTS DIRECTLY INTO A mMAGE STRUCTURE DROP INLET. MAIKIOLE, ECT.). MOM-POSORATED OUTLET PIPES ME NOT REQUIRED. 3. NVERT ELEVATION AT OUTLET ENO OF OUTLET PPE TO K A LAME OF Y-0" MOVE AVERT ELEVATION OF KCEIVNG DRAINAGE DITCH OR STRUCTURE. 4. ALL CONNECTIONS EllprS MYES. ETC.) B1N1 PAY LOTS FOR OUTLET PPE - - - - - SIDEWALK OR ARE TO K a TMI SAE L1111SN0 STRENGTH AS THE OUTLET PIPE. COMERC ENTRANCE UNPAVED SPATE 5, OUTLET PIPES ME TO K NSTALLED ON 21 W.(3i OE91AEE)GRADE AND KRFGATED LOCATED EVERY 350'MA M OR AS N01ED ON PLANS. LROERORAIN 6. RELY CONNECTED TO EW-12 OR OTHER DRAINAGE OUTLET PPK E TO SECURELY PIPE TRENCH WITH 9 TRENCH WITH TE STRUCTURE 7, WITHIN M LIMITS OF A COMMERICAL. ENTRANCE. NON -PERFORATED PPE SHALL K UTILIZED INLEU OF PERFORATED PPE. MARRED ROADWAY' a. THE LENGTH OF PPE BETWEEN THE WYE CONNECTION AND THE Elli SHALL BE ST-D. CAB GAITED TO NO NOTE THAN r-O- TO PERMIT CAMERA INSPECTION Or THE MAN LINE M GUTTER LNKRDRAN BETWEEN THE LIMITS OF N EITHER DNECTOM COMERCUI ENTRANCE CUB RETURNS K NCI-P[RTGAIED PIPE 9. INSTMATONS NEN FULL DEPTH OF STAR® OPON-CANED "TERMS CANNOTWML MA AHED DOER CUM AND GUTTER. NO. 218 AGGREGATE SHALL K USED LOOFA CUB AD GUTTER. NO. 21 B AGGREGATE MAY ALSO BE USED FROM TOP OF STAB(® OPEN -GRADED MATERIAL LAYER AND CURB AND GUTTER. RECrON V RERaNC'E 240 STANDARD PAVEMENT EDGEDRAIN ROAD AND Nt" STANDARDS 258 REVISION DATE SHEET 2 OF 2 Sol VNFNA DEPARTMENT OF TRANSPORTATION 701 IOe.!0 ZLIj 0 J� LLl J� Q Uj V / Q �I z 1� 1 W Q UJ (In LIJ 2 06 a- (n Uj O ~1 Z o O O� U- O LU �JE'j V UUW-, w W Cl-Cki U) JOB NO. 112066 AS NOTED SHEET NO. 9 MIRACLE RECREATION EQUIPMENT - OR EQUAL NOTE: THE PROPOSED PLAY EQUIPMENT CAN BE SUBSTITUTED FOR AN EQUAL PLAY EQUIPMENT PRODUCT. STRUCTURES -VIA MODEL#:150636 CG_11 GENERAL NOTES 1. THE DETECTABLE WARPING SHILL BE FRONDED BY TRUNCATED DOMES. 2. DETECTABLE WANTING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE CORNING THE FULL BOTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEOESTNAN TRAVEL OTHER TYPES OF MATERIAL WIN THE TRUNCATED DOMES DETECTABLE WARPING MAY BE USED WITH THE APPROVAL CF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY SE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JONI WITH REQUIRED BARB. 4. IF RAMP FLOW IS PRECAST 4OLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDtS CAN BE CAST N PLACE ALTER PLACEMENT OF PRECAST RAP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. �� .•AI. 5. REQUIRED BAPS ARE TO BE NO.5 M 8" RACED ?CENTER TO CENTER ALONG 12�1 MA - R BOTH SIDES OF IN RAMP FLOOR, YO.OEPTN 6 RAMP FLOOD. MNNVM ram' CONCRETE COVER 11/2'. 121� B. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS ARE INCLUDED N PAYMENT FOR CURB I CURB AND GUTTER. TYPE B 7. CURB RAMPS IRE TO BE LOCATED AS SROWN DIN THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WINN THE RIGM OF WAY OF A HIGHWAY FACILITY LOSSES A OR REGARDLESS OF WHETHER SIDEWALK IS EASTNC PROPOSED OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRL+SSWALNS AS SNOWN ON PANS OR AS DIRECTED BY THE EAGNEER, AND SHOULD HOT .-..eIR1® SE LOCATED 3EHWD VEHICLE STOP LINES EXISTING LIGHT POLES FIRE I HYDRANTS, DROP INLETS. ETC. ACCESSBLL ROUTES PROVIDE A 6NITN000S UNOBSTRUCTED, STABLE, FIRM MID SLIP RESISTANT PATH CONNECTING ALL iTt M ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN W APPROACHED, ENTERED S AND USED BY PEOESTRIANS. e. RAMPS MAY BE PRICED ON RADIX. OR TMNGEMIAL SECTIONS PROVIDE° THAT 2' MN AT X. 2" HIGHER7 THAN THE CURB OPENING IS PLACE) WITHIN THE LINTS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT TK SLOPE AT THE CONNECTION OF THE CUB OPENING Is PERPENDICULAR TO THE CURB, AT XK X . SAE IS TOP OF CURB N. TYPICAL COHCRE7E SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADICANNOT TYPE C TTRAFF ACCOMMODATE TO TURNING CG-1"E3,"COMMERCIAL ENNTS OF NIRATED ANCE OEAVY�IX PARALLEL 8, PERPENDICULAR TRUIX TRAFFM FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH, THE MNYUA WIDTH SHALL BE THE WOTH OF THE SHARED USE PATH LB" - 2,1" TRUNCATED D3ME T a o 0 0 0 0 0 0 0 0 E e a a 0 0 0 0 0 0 0 a a O C + i 0 0 0 0 0 0 0 E 0 0 0 0 0 0 0. N V 0 0 0 0 0 0 O 0 D 0 0 0 0 0 0 12, a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z 0.2" 50% - 65% ASE pMIE O a 0 0 0 O O 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LL° V RUMBLE �� BASE DIAMETER YMNMUM TRUNCATED DOME PAY LIMITS DETAIL DETECTABLE WARNING OF 4 DE -AIL ALBEMARLE COUNTY GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL PT AT AT DT AAT 017 AT PA AT ATI)'PVV GENERAL WATER & SEWER CONDITIONS November 76, 2015 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2 THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT INITIAL BACKFILL BEDDING I STONE NECESSARILY SHOWN ON THE PLANS AND WH£R£ SHOWN ARE ONLY APPROXIMATELY CORRECT. THE "STABLE SOIL ROCK CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL AS NECESSARY. STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND J. ALL MATERIALS AND CONSTRUC7ION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ACSA. #68 STONE. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NAT70NAL GEODE77C SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS U77LITY (1-800-552-7001). FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (35) 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. TALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE UNSTA DURING A FUTURE EXTENSION OF THE LINE. SOIL 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT fO.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL J874 WHICH AMENDS THE SAFE DRINKING WATER ACT). File: QA4dminlService Authority DetailslTD 30 - WATER TIGHT MANHOLE FRAME AND COVER.pdf 05 DOWEL$, F' LONG A ERRSSB AT 12' CC CCNSTPUCTION 5'MN. WQ R+1 MAX C � z ea 1211 MAX h TL RAW (SEE TABLE) TRUNCATED COMES A SEE SHEET I OF 4 FOR DETAILS 5'-0" MN SHAPE TO MATCH FACE Of ROADWAY CURB BACK OF CURB 4 20 1 4B,IM TI N A - SEC 0 A ERMSSWLE CONSTRUCTION JOINT •SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WAVING SURFACE, SEE SHEET TOP 4. TYPE B PARALLEL APPLICATION ROADWAv GRM)E IN PERCENT MINIMUM RAMP LENGTH IN FEET 4•• CMB e'• 0 4 1 6 5 3 7 2 5 B 3 8 S 4 B 2 5 10 15 NOTE THE REWIRED LENGTH OF A PARALLEL RAW IS LIMITED TO 15 FEET, REGARMESS OF THE SLOPE. n 11 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CG-12 DETECTABLE WARNING SURFACE "" II wETEY" REV.7105 GENERAL NOTES HIS CG-12 DETECTABLE WARNING SURFACE 20305 VIRGKA DEPARTMENT OF TRANSPORTATIONS0; 502 TYPE B (PARALLEL) APPLICATION REV. 7/05 VIRGNA DEPARTMENT OF TRANSPORTATION 203.06 CO-2 00.1 �4 LWS OF PAY FOR TOP OF CUT PAY LIMITS FOR 1 EYF12 YPILAL) PAVEMENT ,.,,,�LM4(T' OU1LET PIPE IOU` OUTLET PPE TO SUBBASE rUP OF CUT _4{. GRADE (PAVEMENT BEGIN WITH 45• SUBGRADE TOE OF FILL SUBBASE DTCH LINE ELBOW COMMTIDN UDERORAN `H' EW-12 �I^' UBGRADE I I ILL DITC ITYPIOALI �' SHOULDER LINE FL, LINE EDGE OF PAVEMENT CROSSDRAIN CD-1 AT LOWER END OF CUTS F T CROSSDRAIN CD-2 ON FILLS I'��90 TRAVEL LAWS CENTER LINE SECTION TRAVEL LANES >45 _ CENTER LINE SECTION ( Ti-1-.-----. (WITH TYPE 1sELECT MATERIAL) -4---- .z-- 1/-- r --F� - --r--�--'ti �----' C� (WITH TYPE ISELECT MATERIAL)'L\A�13• EDGE of PAVENENr TRENCH PLACEMENT;jGJJJ�/ N PAY UNITS FOR TRENCH PLACEMENT SHOULDER LINE LINE 13ECH WITTHH :s ICAL>�x TOE OF FILL �- PAVEMENT SURFACE L BASE \ ELBOW k TOE UN FILL ,PAVEMENT SURFACEL BASE / o 0 0 0 0 0 0 0 aNeeASE EW-12 0 0 o e a e a o SUBBASE LIMITS OF PAY FOR / (TYPIC&) OUTLET RPE •0•0. 0. 0-0•0•0-0.0.0E 0000 SELECT MATERIAL TYPE IORI 4411, o•o•o.'.'.'• o000• ~ SELECT MATERIAL TWEZOR■ PLAN VIEW SHOWING PLACEMENT OF ;;;;; 157 AGGREGATE, Fe AGGREGATE OR aCRUSHEDMi:o.o .o.o�o"o:0000. oo•o • • • • • •57 AGGREGATE, IB AGGREGATE OR CRUSHED CD-2 CROSSDRAIN • • • • GLASS MEETING RB GRADATION REQUIREMENTS. ' 11'- CEOTEXTLE DRAINAGE FABRIC PLAN VIEW GEOTEXTILE MASS MEETING •B GRADATION REOUREIENTS. (PLACEMENT OF CD-1 CROSSDRAIN) DRAINAGE 1''°'. NON -PERFORATED OUTLET PIPE FABRIC OR , PAVEMENT SURFACE L BASE TYPE OF PIPE CRUSHING STRENGTH N W.T. 4" ROM. DIAMETER N•p 1. 6" ROM. gANETER SMOOTH WALL PVC .ICJ 1 1 0.153 SMOOTH WALL PE 70 PS MINN 70 P9 MINX OR PAVEMENT SURFACE It BASE SUBBASE OR CEMENT STABILIZED SUBBASE 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILISED SUBBASE o. o. o o•o•o, • o . o . o • o • o • o. o o ~SELECT MATERVL TYPE E OR SUBORADE ICEMENT OR LIME STABILIZED) •b-o• o o . c • o • o • o - N WALL THq(NESS LIMN) •MANES & TYPE IT OR SIBGNAOE 4CEIMENTLECT MOR�LIME STABBLIZED NNN TESTED ACCORDING TO ASTM 0.2412 AT 5i DEFLECTION. 057 AGGREGATE. 08 AGGREGATE OR CRUSHED 057 AOGREGAT We AGGREGATE OR CRUSHED GEOTEXTLE MAANAAGE GLASS MEETING I8 GRADATION REOFEMENTS, GENERAL NOTES GEOTEXTILE I . GLASS MEETING Re GRADATION REOUREMENTS. DRAIN AGE I`'-Oy"'ll 1. L�NOWHENOMTTNGROSSMAN NOT BE SAT FABRIC II' GENERAL NOTES SUBBASEWIL_ OCATEDSS THIS AND SBGRADE ARE STABILIZED. 1. TRENCH SHALL BE BLED WITH AGGREGATE AND TINOWHLY HAND TAMPEO TO 2. TRENCH SMALL BE FILLED WITH AGGREGATE AND THRO)GHLY VINO TAMPED TO INSURE COMPACTNESS. INSURE COMPACTNESS. NPMACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE of THE TRAVEL LANE PAVEMENT MA SHALL BE RACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 IT MIN. LS NON -PERFORATED OUTLET PPE ]' OUTLET IE"IPE RED ON AALL IN AT GRADETHE PAR�ALGLEL�OTHE THETRAVEL SHDIAOER SLOPE 2SMIA (3i DESIRABLE) OBOE. DESIRABLE) GRACE. BRIDGE SUBBASE J. ON CURB 40 CUTTER SECTIONS, WHERE IT S IMPOSSIBLE TO OTHERWISE PROVIDE CD 2 OUTLETS FOR CROSSORANS, THEY ARE TO SE LOCATED SO AS TO GRAIN INTO DROP CIO-2 INLETS OR MN INOLES. 5'-O' GATE BIASE IN.MAYER(kOEPT TYPE I SIZE N0. 26B ♦. ON SVPERELEVATED SECTIONS. TRENCH S TO BE UNDER ENTIRE PAVEMENT AREA " W.OEPTH) WITH OUTLET PPE ON LOW SIDE ONLY. TYPE Of PPE CRUSHING STRENGTH NW.T. 4" NOM.DIAAETER NW.T. lY NIOM.DIAETER SMOOTH WALL PVC .%3 0.153 SNOOTN WALL PE 70 PSI )THIN 70 PSI NNN 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR CROSSg1AINS. THEY ARE TO BE LOCATED 50 AS TO GRAN INTO DROP INLETS OR MANHOLES. S. ON SUPERELEVATED SECTKNA TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET WE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLEI END OF OUTLET PIPE TO BE A MINIMUM OF 1'-C•' ABOVE 6. INVERT ELEVATION AT OUTLET ENO OF MILE? WE TO BE A MNAN OF V-0'• ABOVL INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. INVENT ELEVATION Or RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 8. ALL CONNECTIONS (ELBOWS. WY'ES. ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ARE TO N WALL THICKNESS OTN) - INCHES 7. ALL CONNECTIONS (ELBOWS. WYES, ETC I WITHIN PAY LOUTS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PPE. BE OF THE SMILE CRUSHING STRENGTH A4 THE OUTLET PPE. Z PIPE t0 BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE NNk TESTED ACCORDING TO ASTN 0-2412 AT SS DEFLECTION, a. B. OUTLET PPE TO BE SECURELY CONNECTED TO EW-120R OTHER °RAVAGE TT CT SURE. STRUCT SPECIFICATION REPERLNCL STANDARD CROSSDRAIN XVDOT `VDETF STANDARD CROSSDRAIN SPECIFICATION REFERENCE ROAD AND BOOM STANDARDS ROAD AND BRIDGE STANDARDS 737 (AT GRADE SAGS AND BRIDGE APPROACHES) CAT LOWER END OF CUTS) 20 m REVISION DATE SHEFI 1 Or I SHEET I OF I REVSION DATE 301 7G1 YIRCIAIA n--PAPTMFV o RRµ WnR-AI ON 07/I6 pB.05 108.04 07/16 VRGINIA DEPARTMENT Ol TRMSPOR ATOM 701 NOTE & BACKFILL ILL AS BY ACSA 7 CU. FT. /66 STONE - NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES - 2' TO IV �8"-22 - 6 GATE ' VALVE fi 250E P.S.I. CONCRETE / BASE AND THRUST , .r i. !f•'N •F N•f ` j BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED OR EN RESTRAINED JOINT FITTINGS STONE A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 8" 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 DITCHES 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED 3. (FlNISHEDINGRAOE 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" LIFTS. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IT IS NOT ALLOWED IN THE DITCH. S. FIRE 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. REQU EO AND TO BE IN WET ANRE S. THE BE WEEP HOLESPED SHALL BE PLUGY. DUCTILE IRON WATER PIPE INSTALLATION &BEDDING TYPICAL FIRE HYDRANT ASSEMBLY DETAIL Top View 6" MINIMUM --�1 VOTE: RESTRAINED JOINT FITTINGS. 42" Minimum - - - I CertMealbn of 95X - rampactilW required _ C Galvanized Steel BNM7n, WI2 % 14 (min. size) 3' min. penetration into undisturbed soil , or as approved by the ACSA. NTS FIG. W-2 M-2 eo 4' MINIMUM A a 4" MINIMUM R 4.4 Side View O A .4 - .. j lig A.d . I� 45' I I \-AT TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 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 2S AA (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVEy22R OF 3 FEET. LT TREATED DFINISHED GROUND x 4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL as'0'D" ?:IN LINE WYE-TEE PLAN VARIES (L" SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 N.T.S. FIG. W-4 TD-8 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 EMBEDMENT 8"MIN SPRING LINE b OF PIPE NO. 68 STONE- REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE (.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 N a WATER PLACE 5' GALVANIZED " WITNESS ' POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 'o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� u f-1 ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID --- 1 � M.J. GATE VALVE ATdl4 2500 P.S.I. CONCRETE P A 2'x 2' BEARING AREA, THRUST BLOCK C a. a o .a. a a M NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE TYPICAL GATE VALVE lo �E h^� Dx v E E �W O (� 44 SE $E�p 9E E c c3y3y „77Yii F Op n g Q NtlNyLU o b C -2 IS o � _ ^A E �nD v� u O 1 I O E E 'm E of m g4 w ° IIL YfOI� UJ N N 4 O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 M .....i:i 21 II_ `If" F I_II I=1 ` I=6 •Ih / -11: 1 II. A ( 1 • 14 .D O PI O .D 12" CONCRETE ENCASEMENT SECTION NA -A DSCALE MATERIAL I-► 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 VGOT CLASS 1 RIPRAP. SEWER TYPICAL STREAM CROSSING N,T.S FIG. S-7 M-38 ��1h SCOUT R. LINSZ IAc. No. 035791 a D,D� `o12/21/20 w� t`SInfJAT 6NG`�� Z U) V� Z zUn o Un GO 0 GOd M Ln z CL W Z O IlJ N J W Z f- 0 w W c S a Ln 308 NO. 112066 SCALE N/A SHEET NO. 10 I 1992 3-M OW alit am so�+- CORRECT TRUNK ARMORING 00 TRIANGULAR BOARD FENCE Source: Va. DSWC Ng9� 51r 11 a EXISTING STREAM BUFFER AREA 34,65o SF EXISTING ioo' STREAM BUFFER LIMITS OF TREE PROTECTION / FENCING TO PROTECTTHE WOODED AREAS TO BE PRESERVED ON THEE SITE/ LOT 1S Ile LOT 14 i S36a &>1-TIF Ia Tree Planting and Staking Detail Not To Scale DOUBLE STRAND #22 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"1 HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 213 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, #22 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 COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION Plant Legend PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) TOTAL SITE QUANTITY COVERAGE (so TREES UAP PRINCETOW ELM ULMUSAMERICANA'PRINCETON' 1 10-12' HT 1 397 20 1 7,940 CIS ISHUMARD OAK IQUERCUSSHUMARDII I 10-12'HT 1 329 1 21 1 6,909 QP IQUERCUS PALUSTRIS IPIN OAK 131/2" cal. 1 471 1 53 1 24,963 UNDERSTORY TREES EVERGREEN TREES IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 5'-7 ht. 1 44 1 23 1 1,012 MG MAGNOLIA GRANDIFLORATITTLE GEM' LITTLE GEM MAGNOLIA 6'-8'ht. 1 82 1 18 1 1,476 TOTAL CANOPY I I 1 1 43,312 O 3COTT R. LINS�Z U Lic. No. 035791.11. 'O.p 12/21/20w4 0 I ONAL ENC'1 NOTE: GUYWIRES WITH RUBBER HOSE AND 2. STREETTREES PROVIDED 40' O.C. AND S'-io' FROM PROPOSED UTILITIES. TURNBUCKLES 213 UP TREE 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 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. AMENDED SOIL MIX 4. TOTAL STREET FRONTAGE = i,no' (INDIGO RD) & 86o' (CRIMSON ST)=1,970' REQUIRED STREET TREES: Si (i TREE PER EVERY 40' OF STREET FRONTAGE) PROPOSED STREET TREES: 53 NOTE: 1,11o' OF STREET FRONTAGE ALONG INDIGO ROAD CUT AND REMOVE BURLAP FROM TOP REQUIRED STREET TREES: 29 p 213 OF BALL AS SHOWN 2 PROPOSED STREET TREES: 3 NOTE: 865' OF STREET FRONTAGE ALONG CRIMSON STREET z in SCARIFY SUBSOIL TO 4'MIN. DEPTH REQUIRED STREET TREES: 22 z O m PROPOSED STREET TREES: 22 a p COMPACTED SUBGRADE O In TOTAL SITE AREA: 5.841 ACRES 254,434 SF H U) g "Y -/ T' TOTAL STREAM BUFFER AREA (OUTSIDE EMERGENCY ACCESS ROAD): 0.795 ACRES 34,65o SF p d o LOT 13 ��� Evergreen Tree Planting Detail TOTAL ACTIVE RECREATION AREA: 0.102 ACRES 4.4SO SF z ILU - u in s Not To Scale CANOPY REQUIRED = 20oi6(SITE AREA -STREAM BUFFER -ACTIVE RECREATION) ^ 0 in ° i I — CANOPY REQUIRED = 20%X(5.841 AC - 0.795 AC - 0.102 AC) to — CANOPY REQUIRED (20%) = (5.842 AC - 0.897 AC) X 20% o.989 ACRES 43,072 SF � w � g - - ; cc PROPOSED PLANTING CANOPY CALCULATIONS: 0.994 ACRES 43,312 SF z \ ^ \ L& N \ `\ Conservation Plan Notes: \ S `\ `\ 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT \ S CLEARLY VISIBLE TOS ENIN T OP BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE C° E OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE � \ TREE MARKING HAS BEEN INSTALLED lII - 40] - PROPOSED 6' x \ �� PROPOSED PRIMITIVE \ COUNTY ENGINEERING DEPARTMENT. 6 �� TRAILWAY (TYP.) LANDSCAPE AND OPEN \ \ 1 MAINTENANCE 1 �� E� \ 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL ` ' \ SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. LOT 12 EASEMENT / \ / \ \ Cotmtvof Alberoade II VI \ (1.369 \X 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES p Cars,.aMan tion Clueeldlet— To he plaeedon lmndvegn pe Plas�� / LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE ' (HinaRplQ mok.p-2g4-Ill-297fomle rroplesperiftentiors) 2 ,,;w 1 1 \ \� \ PRESERVED AND PROTECTED. 2 LIMITS OF TREE PROTECTION or I 2-hefoil" Ina ltemsshaBbeshown so, the plan, ' .r °, _ _ � 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE C U Trea,tobe.avad. 1 LOT11 ii �' _ FENCING TO PROTECT THE \ PRESERVED AND PROTECTED. U Limiaofcleanngto idednpbncoft tobcmved); 1 I `\ WOODED AREAS TO BE 1\ ° Y-1 Locationandrypeofprwecdvelonang. CS a / _ \ PRESERVED ON THE SITE \ 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE Grado changes requiring tree wells ar walls, - x LOT 16 - - `\ \ PRESERVED AND PROTECTED. N Y"T Pmpo dh chingornomdingbr,ondthelirwsofcleamug. .• - — ' - .. / , , �. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED 2. NlarWKx; -- - ' \ BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. p 11L .911 trzes to be ,.it ,.[IN ntmkal with prim orribbon at a height clemly visible to cgwpm<M opcntton. / \ \ S \ sNy te"7 N` grading aballnrpmnnhlThe tmenarking nasbrrnmr�etedm,dapprmedbyananrylmpaaor LOT 1Q I ry - // \\ ` \ N \ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR c 3. rr <. anrodlseCaaraemr ' -. x / �< LOT 1� _ \ \ OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS•• 1(7 heepresenatlrnhm,dprchauonnrsesumeshallbareviewalvnWWeeonaaworonute - \ \ OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST a' EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT 4. EualonremOsevaloaand Staaee: 11 ( \ \\ N ,\� TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. i 0 He.nyal... trehatlar tm�caml storage NcastmGinn m�aiala irlduWrg awl shall cot 6epmmred xvthir the miplina of moos — I -- .. \ "� — mbeaa+od J / \ \ a i 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND 0 \ ` \ / \ \ PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION E A. Solt Flotillas br sand gI.InDeafl"n aDevkes: — ° i' LOT g \ LOT 18 / N AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A O z 9 suhdeszoo alminwadvenlyalfea ee. ubesaed. 1 �� / \ ` N \ PROFESSIONAL FORESTER OR TREE SPECIALIST. x \ `' Fires:--' _\'\ 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND Z III M �' Y—I FinoaremtpermiaWwitldnl00feetofihednplineoftreesbbaseved. • �\ \ PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ° 7. ToxkSlaYmh: I :�---- — lC �+ \ � i' / ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL (V) r / ElTnvic trratedals shall nw be sNral within 100 fat of th dnpline ofiras k he naval IS LOOSENED. �� \ \ i ' � y I. Pro1Mhe2'rarlae: t ` _ _ _ - - - - x r _ \' / 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN N w °a 11L Tmmtobernaimdwithin4ofeetofaprcgosedbwldingor�ngach"tyaballbepletectedbyfemin& N 1 -`1 - 1y�U. -� !I OPEN _ _` _ \\ < \\ / ry MEASURES REMOVED DURING THE FINAL CLEAN-UP. ` ° Y7 Prndsrg shall be w plea and ahaR h ivapectal rnd approval by a County Inpaxorpnv to gmd"trrg or wmtructirn. I LOT 8 1 I 1r' 5 PAC E - _ \ ` \ / / \ (o 1�1 9. Tree Wdb: 1t ) V r� '1 .0_ \ V / / V V I /� `° ® When the ground level must be raised within thednplino ofa tree to be saved, a tree wen shall be provided and s wnattucuon detail o sebmrued for appovd. ` V PROPOSED 6' 1 \ / \ r s\ EXISTING ioo' O J III. TreeWaua: 1 )ry LANTING STRIP 1 \ 5 / W D U When the ground level must be lowered within the dnpinw a tree lobe sound, atrea wall shall be provided, and a construction detail 1 \ \ \ STREAM BUFFER ` � y submhned for eppmvel. Z I V '- _f+. .._l / LOT 1g \ C // \\ \ \\ CN It. Trenchlna sad Turaw e: 1 I I LOT 7 / / `v El. When trenching is required within We brwb of clearing, it shill be dame as fsr awar� front the tanks of trees as peedble Tunneling `I _ \ \ \ O under a large tree shall be considered as an dtervanve when it is anticipated Wont naasaryismchingwill destrey feeder roots. ` I f 1 2 _ _ �y1. i - si�� \ \ \ \ 12. M Prot. gs ng uP !, `I I, LOT20 i C EA O `-\ '', r\\ s \\ L To $l FTueanefencm hell be the last ilmuremo+al dw the final clean 11 ui Yl Dmnng tree shell be tawnl imn<Wmel) bypassing, fernli>Btion oroNer mMuds recumm<ndeA b) n tree npaialist ,s ,a• ,� ' ' ' ' ` •''CVl \ \ \ z J ' O 1 LOT 6 20 UAP i \ \ \ _j Z iZ 1 VOTE: IT IS IIE DE\'CIAPER•S RESPOVSIRILITV TOUIRE E TS. THE COSTR.ICT%R ON TREE CONSERVATION 11 - '.� \\ \ \ \ < p REQUIREMENTS. 1 �, ) + x I i Ify\ / / 12/21 20 LOT 5 I �`' 4i... LOT 21 i s \\ `\ \ W LU ` 1 - 1 � v OW VER SIGNAl'l'R- TO'" E) ',I l -f - - I ` \\ \ ' \ o cON IRAs" 11'I' Fit HASI R SIGS'.\TII RE (DATE) x ` LOT 29 `\ \\ \,'`�\ \ OJ = z a 511/Ofi cape 1 of l I <C - 1) 21QS LOT 30 OPOSEDSTREET W ; # I LOT 22 LOT 28 LOT 31 \\ \\ ' \\� z Q Q NOTE: TREES (TYP.) 1 _ Y _ - \ \ \ ' 2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL LOT lI (5 F m ,�- — 1 7 \ \ \ U J (J \ \ J NEED TO BE MAINTAINED IN AREA BETWEEN 2 TO 7 FEET ABOVE GROUND AS A CLEAR — LOT 2 ` \ \ \ I a ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. I ` - 1 II I. ; O i \, - s \ \ \ iY _ - 7 0 lt` LOT 26 •r _ _ •e \ - 2 LQ C LOT 23Ul z �\ \ \ H E of �( LOT Z 3 w � v H w J (18) M 4 �\ LOT 2 ,'� W Z - ° LOT 2 I x � \\ \ � �'/ �d �� — e i .f. •. — Z ♦ i, LOT 33 - V o I C \�� \ I _ 1 11 1 '�•r / / 23) IN LOT 1 �, i LOT 25 .j O O �' �': I � I LL! O o I - - - - DC — 1 t - " SIGHT DISTANCE=\0' - ' LOT 34 t o Z 3 0 N _ � OP r sTo c J PA — - o INDIGO ROAD SIGHT DISTANCE-28o -- - W LOT 3S - 068A _ _ _ INDIGO ROAD - 40' PUBLIC R/W - VAR. WDITH PUBLIC R/W - x w W W W W w w W'� W w---- -- -� W_ -- W- -- w -- x . / -- �� , a+ E w w W U - `\ ° 1 - - -A0 ^ w 310' FROM C/L INTERSECTION TO INDIGO ROAD — - = - OPEN t � � JOB NO. 0 & CRANBERRY LANE -- -- �— -- - _ _ - SPACE E • , - ------ - - �, -- (53) OP STREET - - - 5 ) CT / ICI' (o o2AC RAPHIC "SCA 3065 112066 ° 666 TREES - -- 666 CLAUDIUS 30 0 15 70 / 60 12C 2 OZ 18"W SCALE 4 -- - - -- -- - -- - N5 - - � i" 30' -�_ CROZET `� l In rrl;r 1 Q -- � � -- - -- --- - SHEET NO. - - -- -- - -- __ --NCE d -- — - - i GOAL --�� �._ PARK I IT,, I - IL ii Design Year. 10 Project: Foothill Ph V1 Job #: 112066 Prepared by: Design Storm Year= 10 •1 •• •'1 • •a 1 II 1 • • 1 a' a • a •' • •• a • II 1®' � 1 1 •1 1 1 11 1: 111 1 •1 111 �_�_�_®_ �- 111 1 •1 111 ®���------_- Structure Area III tr IDE Dvff (Acres) (Min.) CIAT CRt 5.0 G: R ENT 2 0.00 0.90 205 P 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 0 18 0.09 0.83 5.0 20 0.61 0.76 5.0 22 0.30 0.72 5.0 S 97 24 0.09 0.85 5.0 28 0.03 0.70 5.0 28B 0.27 0.72 5.0 26 0.23 1122 5.0 OR OANA / 0.1990 ACRES _ ZONING-610ESID I 3924 PG. 271 mT I I 56A2- - 300 .I I JONES, BEND MARTIN „ I O t SARA BE 0.2120 ACRE w I I I ZONING: R- SIDENTIAL D.B. 4369 PG. 1 9 YU. I. �I II I 056 BEO ASLEY, ALBA OR PAMELA B I I 0.2120 ACRES I ZONING: R-6 RESB) I I I B. 2275 PG. 096 . I. I 056A2-0 - 0-00100 MACL , GERARD E \ OR AMY \ 0.2710 AC ZONING: R- RESIDENTIAL D.B. 28 .731 emu' Table 6: Sump Inlet Design Table _-__---__-_-- ®' YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. NI . (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SIZE RIM ELEVATION YD-6 YARD INLET N/A 24' 674.33 YD5 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% 1 667.82 666.00 1 HOPE 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% 1 661.10 660.92 1 HDPE YD-8 YARD INLET N/A 24" 665.91 YD-7 12 75.61 0.50% 660.82 660.42 HOPE YD-7A YARD INLET N/A 24' 666.09 YD-7B 12 14.72 0.50% 660.32 660.23 HOPE YD-14 YARD INLET N/A 24" 669.25 YD-13 12 67.71 4.30% 664.00 660.92 1 HOPE 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 2.15% 654.95 654.04 HDPE A / OP > SP PN (2-3 9A<j Al i ♦ \ _-- ----- INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet Ln c is a d y � 6 U i11 _ Cl N p° C 6 O U W 2 YS L TO N E p 0 N ❑ a > ti Q d O ci o a of % 3 3 left 0.17 0.86 0.146 0.58 0.00 0.58 0.0010 0.0200 2.0 0.0833 4.1650 8.40 right 0.10 0.86 0.086 0.34 0.00 0.34 0.0010 0.0200 2.01 0.0833 1 4.1650 6.88 12 3C 6.0 conbinedflow 0.9 0.12 1 0.264 1 6.05 Maximum allowable spread=15' left 1 0.13 10.76 10.0991 0.40 1 0.00 0.40 0.0010 0.0200 2.0 0.0833 4.1650 7.25 right 0.48 0.76 0.365 1.46 0.00 1.46 0.0010 0.0200 2.0 0.0833 4.1650 11.83 20 3C 6.0 combined flow 1.9 0.19 1 0.418 1 Maximum allowable spread=15' left 1 0.18 10.72 0.130 0.52 0.00 0.52 0.0010 0.0200 2.0 0.0833 4.1650 8.03 right 0.09 0.72 0.065 0.26 0.00 0.26 0.0010 0.0200 2.0 0.0833 4.1650 6.19 28B 3C 8.0 combined flow 1 0.8 0.09 1 0,207 .741 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 N d y N o o Q -N y NCp1 U C C �, � U iV � d• � .p x 00 5 ❑ `` a = o c a E a > J ¢ (5 Q U O' O O uJ }O1 left 0.17 0.86 0.146 0.95 0.00 0.95 0.0010 0.0200 2.0 0.0833 4.1650 141650 10.08 right 0.10 0.86 0.086 0.56 0.00 0.56 0.0010 0.0200 2.0 0.0833 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 10.7610.099 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 corbined flow 3.0 0.27 0.578 13.25 Maximum allowable spread=15' left 1 0.18 10.72 10.130 0.84 1 0.00 0.84 0.0010 1 0.0200 1 2.0 1 0.0833 1 4.1650 1 9.63 right 1 0.09 10.72 10.065 1 0.42 1 0.00 0.42 0.0010 1 0.0200 1 2.0 1 0.0833 1 4.1650 1 7.43 28B I 3C 8.0 corribinedflowl 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 a c a U l0 42 N fa p, 2 O 0 m N N N N "' " _ 0 s A + m d m to m `m D .� a 4;;0 0 ; w o c u `m a m E o o ro c ? X o C O L O O Or Ot W V33J N '� c II II J O > > w WFL 10 313 8.0 0.17 0.79 0.134 0.54 0.00 0.54 0.0300 0.0200 2.0 0.0830 4.1500 4.30 0.93 3.5120 0.1463 0.1561 6.22 1.29 1.00 0.54 0.00 Maximum allowable spread=15' 14 3B 8.0 0.13 0.90 0.117 0.47 0.00 0.47 0.0336 0.0200 2.0 0.0830 4.1500 4.00 0.95 3.5120 0.1463 0.1590 6.00 1.33 1.00 0.47 0.00 Maximum allowable spread=14' 18 3B 8.0 0.09 0.83 0.075 0.30 0.00 0.30 0.0346 0.0200 2.0 0.0830 4.1500 3.36 0.98 3.5120 0.1453 0.1634 4.93 1.52 1.00 0.30 0.00 Maximum allowable spread=14' 22 3B 12.0 0.30 0.72 6.216 0.86 0.00 0.86 0.0335 0.0200 2.0 0.0830 4.1500 5.03 0.88 3.5120 0.1463 0.1488 8.08 1.49 1.00 0.86 0.00 Maximum allowable spread=14' 26 3B 4.0 0.23 0.72 0.166 0.66 0.00 0.66 0.0209 0.0200 2.0 0.0830 4.1500 4.98 1.00 3.5120 0.1463 0.1663 5.86 0.68 1.00 0.68 0.00 Maximum allowable spread=14' 28 3B 12.0 0.03 0.70 0.021 0.08 0.00 0.08 0.0626 0.0200 2.0 0.0830 4.1500 1.87 0.95 3.5120 0.1463 0.1590 3.52 3.41 1.00 0.06 0.00 Maximum allowable spread=7' Table 7: Grade Inlet Design Table Intensity 6.50 1 (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 � � a H d 0 m d o c c a .0.. 0 U C j EF T y a 3 .0N + O N t0 U N N N a o 2O o W 2 d > C rn 0 o 0 0 16c (n .0 :: o o m 0 3 a ❑ 6 C p = Q L 0 >�IryI �ii w a:> J Q ( U O Ci a rn rn > I- m (A (n J W O 0 u 10 3B 8.0 0.17 0.79 0.134 0.87 0.00 0.87 0.0300 0.0200 2.0 0.0830 4.1500 5.16 0.88 3.5120 0.1463 0.1488 7.85 1.02 1.00 0.87 1 0.001 Maximum allowable 14 3B 8.0 0.13 0.90 0.117 0.75 0.00 0.76 0.0336 0.0200 2.0 0.0830 4.1500 4.79 0.89 3.5120 0,1463 0.1502 7.62 1.05 1.00 0.76 0.00 Maximum allowable 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 0.23 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 1.00 0.14 0.00 Maximum allowable PIPE DESIGN n = 0.013 � � w 2 d C E c fn ry a N C d ° o E E ° E E ° m o 1O y c C 1= u E W _ W ❑ 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 3.15 655.56 655.29 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 OUr 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 Pipe run: STRA 2 - STR 8 12 8 1 0.27 1 0.86 1 0.232 1 0.232 1 5.00 1 6a7 1 1.55 1 1.55 1 656.16 1 655.66 1 95.8 1 0.013 0.0052 15 1 4.67 1 3.39 1 0.47 Pipe run: STR-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 1 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 1 95.6 0.013 0.0056 18 7.89 5.09 1 0.31 Pipe run: SIR-1 8 - 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: STP-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 0.70 0.021 0.458 5.48 6.52 0.14 2.98 665.39 658.64 119.7 0.013 0.0564 15 1 15.34 9.52 0.21 22 16 0.30 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 24 0.23 0.72 0.166 0.166 5.00 6.67 1.10 1.10 667.17 665.83 28.0 0.013 0.0478 15 14.12 6.65 0.07 24 28 0.09 0.85 0.077 0.242 5.07 6.64 0.51 1.61 685.73 665.49 45.5 0.013 0.0053 15 4.69 3.45 0.22 SCOTT7R. CD'LLINS'Z Lic. No. 035791 p 12/21/20 w4j z V) U) Z z O g O m a M N " g z 1- O U, J We' ce W N Q N N L9 z (0')M z �/� l' J ,Q •+ III• N LU c C'7 F1 I Ln WCD J `n Q z CN 0 W > z Q Z � J J D U w LU U ° Q L9 F --- z Y E z 2 J U � � J Q p i J w r LU _ 0� r Q U 0 W 0< LULL z Z� LU F---Q `< x v J w 0 J < o �Q Me V O CD CD z LU J U `D F O W 2 a Ln JOB NO. 112066 SCALE 111 = 5Or SHEET N0. 12