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HomeMy WebLinkAboutSDP202100013 Plan - Other (not approved) 2021-02-16GENERAL NOTES OWNER/DEVELOPER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, STE 1100 RESTON, VIRGINIA 20190 GLENBROOK AT FOOTHILLS ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 05600-00-00-057B3 (DB.5358, PG.506) TOTAL AREA: 5.842 AC. ZONING: R-6 RESIDENTIAL, STANDARD LEVEL — CLUSTER DEVELOPMENT WITH MANAGED SLOPES OVERLAY DISTRICT NOTE: A SIDEWALK MODIFICATION WAIVER WAS APPROVED BY THE PLANNING COMMISSION ON JUNE 16, 2020 WITH THE CONDITION THAT THE LOCATIONS OF THE SIDEWALKS FOR THE DEVELOPMENT MUST BE IN GENERAL ACCORD WITH THE SIDEWALK LOCATIONS AS SHOWN ON THE PLANS ENTITLED 'FOOTHILL CROSSING PHASE V — ROAD PLANS" (SUB2020-00021), WHICH WERE PREPARED BY COLLINS ENGINEERING AND ARE LAST DATED MARCH 30, 2020. DENSITY.• ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC 5.84 ACRES x 6 UNITS / ACRE = 35 UNITS PROPOSED DENSITY. PROPOSED LOTS = 35 35 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 (251) = 1.46 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. OPEN SPACE A = 0.068 ACRES OPEN SPACE B = 0.105 ACRES OPEN SPACE C = 1.369 ACRES OPEN SPACE D = 0.072 ACRES OPEN SPACE E = 0.025 ACRES RECREATION AREA: TOTAL AREA PROVIDED = 37,950 SF (7,000 SF REQUIRED) 4,450 SF PROVIDED FOR ACTIVE RECREATIONAL TOT LOT. (MIN. TOT LOT SIZE = 2,000 SF) 33,500 SF PROVIDED FOR THE PRIMITIVE WALKING TRAIL AND PASSIVE RECREA TIONAL AREA. SEE SHEET 3 FOR DETAILS ON THE ACTIVE AND PASSIVE RECREATIONAL AREAS. PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET NOTE: VILLA UNITS WILL BE 1-1/2 TO 2 STORIES AND A MAXIMUM HT. OF 35' SETBACKS: FRONT: MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) MAXIMUM — 25' MAXIMUM SETBACK SIDE: MINIMUM — 5 FEET, UNLESS THE BUILDING SHARES A COMMON WALL MAXIMUM — NONE BUILDING SEPARATION: 10 FEET, UNLESS THE BUILDING SHARES A COMMON WALL REAR: 20' MINIMUM AND NO MAXIMUM SUBDIVISION STREETS. CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT: NONE TOPO & SURVEY. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007 AND UPDATED IN JANUARY 2020. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2020. DA TUM. NAD 83 EXISTING VEGETATION: LARGELY WOODED WITH SMALL OPEN SPACES & LIGHT UNDERBRUSH LIGHTING: NO LIGHTING IS PROPOSED PARKING: 2 OFF—STREET PARKING SPACES SHALL BE PROVIDED FOR EACH UNIT. ON —STREET PARKING SHALL BE PROVIDED WHERE INDICATED ON SITE PLAN. ONE GUEST PARKING SPACE IS REQUIRED FOR EVERY 4 UNITS. TOTAL UNITS = 35 UNITS/4 = 9 GUEST PARKING SPACES REQUIRED TOTAL ON STREET GUEST PARKING SPACES PROVIDED = 10 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: RETAINING WALLS ARE PROPOSED WITH THIS PLAN, SEE SHEET 5. WATER/SEWER: THE DEVELOPMENT WILL BE SERVED WITH PUBLIC WATER AND SEWER. THE WATER PRESSURE FOR THE DEVELOPMENT IS 2850 GPM AT 60 PSI. IMPERVIOUS AREAS: Proposed Roadway 34,600 sf Proposed Sidewalk 9,425 sf Proposed Driveways 16,225 sf Proposed Residences 58,550 sf Proposed Emergency Access 9550 NOTES: y" 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 GENERA77ON MANUAL, 10TH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 35 DWELLING UNITS ADT RATE — 7.32 VPD PER DU = 256 ADT (128 ENTER/128 EXIT) AM PEAK RATE — 0.46 VPH PER DU = 16 VPH (4 ENTER/12 EXIT) PM PEAK RATE — 0.56 VPH PER DU = 20 VPH (13 ENTER/7 EXIT) 6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE — EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 7) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 8) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT 9) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECT70N PERFORMED BY THE BUILDING DEPARTMENT FINAL SITE PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA / y LOT 26 LOTio LOT17 A \ LOT9 LOT18 ,I I I a "3 LOT LOT7 LOT6 LOT INDIGO ROAD VAR. WDITH PUBLIC R/W. 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 (21.07.) LOT ig LOT zo LOT 24 LOT 25 \ I �\ � 0 I _RR A ON -- I � AREA _ -Q - I I \ LOTzg LOT LOTz8 \ LOT z7 LOT 26 CLAUDIUS CROZET PARK SHEET LAYOUT SCALE: 1" = 60' T�\ -I I I \ 3 ' \ o LOT 31 I \ I\ / r LOT3z ..,..., LOT33 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 ELEVAT70N 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 34 \ LOT 35 )ri-MLI1# 4/7I A-yxI SITE VICINITY MAP SCALE: 1" = 2000' LEGEND ROADS O EXISTING CULVERT O CULVERT 0 DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH ,,,_,•, EARTH DITCH DRIVEWAY CULVERT BENCH MARK _ _ _ _ _ CLEARING LIMITS T zoo EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION �LICKNNUH) FINAL ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 ROAD PROFILES 7 STORM PROFILES 8 SANITARY PROFILES 9 ROAD NOTES & DETAILS 10 SITE UTILITY DETAILS 11 LANDSCAPING PLAN 12 DRAINAGE AREA PLAN & CALCULATIONS TOTAL SHEETS 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. (15LLINS�Z Lic. No. 035791 pow 02/15/ii �� SlOuer. C'` J ''ww m VI = Z o Ln O d z o N Ln Ln Z Ln o Ln in z W 0. w ce J z 47 I n D H z LU LU U) A7i r! z Q W Ln Q z LL_ LU w LU 2 U) LL J LLJ I --I 0 � U 0 LL Q ,0/ lclL z /LU Jn V w a � JOB NO. 112066 SCALE kS SHOWN SHEET NO. 1 ,,,_,•, EARTH DITCH DRIVEWAY CULVERT BENCH MARK _ _ _ _ _ CLEARING LIMITS T zoo EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION �LICKNNUH) FINAL ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 ROAD PROFILES 7 STORM PROFILES 8 SANITARY PROFILES 9 ROAD NOTES & DETAILS 10 SITE UTILITY DETAILS 11 LANDSCAPING PLAN 12 DRAINAGE AREA PLAN & CALCULATIONS TOTAL SHEETS 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. (15LLINS�Z Lic. No. 035791 pow 02/15/ii �� SlOuer. C'` J ''ww m VI = Z o Ln O d z o N Ln Ln Z Ln o Ln in z W 0. w ce J z 47 I n D H z LU LU U) A7i r! z Q W Ln Q z LL_ LU w LU 2 U) LL J LLJ I --I 0 � U 0 LL Q ,0/ lclL z /LU Jn V w a � JOB NO. 112066 SCALE kS SHOWN SHEET NO. 1 �LICKNNUH) FINAL ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 ROAD PROFILES 7 STORM PROFILES 8 SANITARY PROFILES 9 ROAD NOTES & DETAILS 10 SITE UTILITY DETAILS 11 LANDSCAPING PLAN 12 DRAINAGE AREA PLAN & CALCULATIONS TOTAL SHEETS 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. (15LLINS�Z Lic. No. 035791 pow 02/15/ii �� SlOuer. C'` J ''ww m VI = Z o Ln O d z o N Ln Ln Z Ln o Ln in z W 0. w ce J z 47 I n D H z LU LU U) A7i r! z Q W Ln Q z LL_ LU w LU 2 U) LL J LLJ I --I 0 � U 0 LL Q ,0/ lclL z /LU Jn V w a � JOB NO. 112066 SCALE kS SHOWN SHEET NO. 1 TOTAL SHEETS 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. (15LLINS�Z Lic. No. 035791 pow 02/15/ii �� SlOuer. C'` J ''ww m VI = Z o Ln O d z o N Ln Ln Z Ln o Ln in z W 0. w ce J z 47 I n D H z LU LU U) A7i r! z Q W Ln Q z LL_ LU w LU 2 U) LL J LLJ I --I 0 � U 0 LL Q ,0/ lclL z /LU Jn V w a � JOB NO. 112066 SCALE kS SHOWN SHEET NO. 1 COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. (15LLINS�Z Lic. No. 035791 pow 02/15/ii �� SlOuer. C'` J ''ww m VI = Z o Ln O d z o N Ln Ln Z Ln o Ln in z W 0. w ce J z 47 I n D H z LU LU U) A7i r! z Q W Ln Q z LL_ LU w LU 2 U) LL J LLJ I --I 0 � U 0 LL Q ,0/ lclL z /LU Jn V w a � JOB NO. 112066 SCALE kS SHOWN SHEET NO. 1 LEGEND: OTMP: 05600-00-Q-057DO T OWNER: _ GLENBROOK,.LLC MANAGED STEEP SLOPES ACREAGE: 9.72-AC SCOTTr',02/15/21 RFLLI�N-67�3/ o9✓1R-6 RESIDENTIAL EXISTING TREELINE D.B./PG.. 5039/66 USE: RESIDENTIAL --- -_ ---------- 100'STREAMBUFFER . 0357 �< / sus % = - / / / \ems N IIII \ - - - _ _ __ - / / / / / ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ FUTURE PRIMITIVE CLASS B TYPE 1 TRAILWAY cis Stop FOOTHILL CROSSING GREENWAY AREA _ _ _ _ _ _ / \ I - _ - - EX. 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O7 v r \ l 1 / A A \V A A D8 5389 PC 75 SEXMHPARKSrDEVIL-1-14 / / ,' ��y / os6A2-0, -0 0 - - I 1 0. 1zo AcxE \ \ \ \ \ v V A \ 04 / y l I E I 5 \ \ I \ \ \\ \ \ \\ \\ \ \ \ \\\ '\ \\ 04 RIM-640' / / / \ / ` N S LAND, I ES KELLY '+ r 0 20 A R-A SIDE IAI, I 1 \ \ \ \ \ \ I OR cARRiE T I I DIB. 2275 PGI 6 I / / V A A v A INv ouT=633.a' N INV OUT-6 7' / I \ / 310 ACRES I Z NING:R-6RESI ENTIAL I I ------USE_RESID IAL I / / I A \ V A� \ VA AV A \ A / �V / / / / / ) �� I ,'� — \ so / Ld r _, TMP: 5600-00-007057B3 100' STREAM BUFFER \ `R \ ( I / V A V v V A V� V A \. A VI V A \ / / / V A J o56Az-6a-oo-o Loo � OWNER: STAIyLEY MARTIN COMPANIES \ \ \ \ � - � - I \ \ \ � \ / / \ � � �\ , ' , J JUSTIN F & ERINE PIC L � ' � LLC / I I \ V A � \V I �— — — � V \ � .k 0.2710 ACRES � I \ � V C� e ZONING: R-6 RE IDENTIAL - - - ACREA E: 5. 4 AC / I N \ \ \ 1 v'�• ba a: / D.B.asl'4PG. \V A V A A \ v A \ H v- A ZON E: R�6 RESIDENTIAL / I A v A AA 20' SANIIAKY sLwER I A A NO/GO SID TIAL \-.Ij,/N(i.: 5 58�506; I 1 I I I 1 % \ \\ \ \ ,EASEMENT „40R /l � / / I I co \ 1 _ \ n.B.1997, PG. 235 TMP: 056A2-01-00-07200 OWNER: CLAUDIUS CROZET PARK, INC \ \ e°�3i \ - \ 9 / / / I \ EX. 20' ACSA SANITARY \ ! \ \ \ \ \ \ J ACREAGE: 10.73 AC \� \\ , \' - ---- _ / / I / / / 1 I I I ` I \ SEWER EASEMENT \ \ \ \ ! 1EXISTING\LINE \ \ \ \ I LOT ZON IRc: RURAL DB 5389 PG 86 D.B./PG.: \ 1536/408 EXISTING 12"HLWATERLINE EXISTING TREI?,LINE 1 \1 0oq� W EASEMENT RESE // FOR FUTURE EXTENSION - / / I \ 1 \ \ \ \ \ \ \ �' D I PG.456 / \ V A \ 1 A \ v 1 A \ v Cn ul Lu AREA RESERVED FOR \ �bss�\ Cl)/ \ \ \ \ \ \ \ \ \ \ - \�Lu PUBLIC DEDICATION UPON�A \ ! v � \ \ v \ DEMAND BY THE COUNTY D.B. 1974, PG. 456 - V A.'.`.` V A V A v v -00-057,132 \OWNER: 61�ENBROOOK,LL � A. \ ACREAGE 8.5 C �� 'v EXISTING CREEK \ - W \\ \ \ I I \ \ \ \ \- \ \. ♦ \\ ZONING: R-6 RESIDENTIAL \ TMP: 056A2-01-00-072AO\\ �- I I \ A,. .�. a' A D.B./PC.: 5039175 ACREAGE: C 6 DIIUS CRO ET PARK, INC �- / / \\ \ \ -' `, \ �� - \ ' C' USE: \ SINGL€ FAMI� RESIDENTIAL Q `-. c� NOTES: AC ZONING: RURAL V A I �`- \ v v v v V CD D.B./PG.: 1536/408 \ r•'"'.1.`.".'.' CD \'. \ 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED USE: PUBLIC PARK ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. \ e 2. TOPOGRAPHY IS PROVIDED BY A COMBINATION OF ROUDABUSH, GALE & ASSOCIATES AND LOUISA AERIAL SURVEYS IN JANUARY OF \ \. . • \ \ \ \ _moo 1....`.`.'.` 2007. THE BOUNDARY LINE INFORMATION IS PROVIDED BY N52' 02 1F W 30.65 �4b- q9' 5A to la .o4'• •; •' • LL • LL \ i\' • ♦ \ \ \ \ ROUD VERIFIED NHDECEMB ASS I $ES. TOPOGRAPHY HAS BEEN FIELD — / �> \ 1 _\ -�- - - - - - - - - �- 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED STEEP SLOPES ARE LABELED. . • • " • - • I -� �• - F - \ \ - --- �' I.. LL....., \ \ \ \ \ G API�I�C SCALE 4. A 100' WPO STREAM BUFFER IS SHOWN. 1 ` `.'. \ \ \ \ Pcar�a 600-00-00-05500 \ I 'so \ \ o so \ oo \ \ 00 OWNER: CO TY OF ALBEMAfB FINAN ADMINISTRA�IjjpNRM14 LLLL JJ LL `-'\'•`` �' ACREAGE: 2.19 AC 1 \ - ZONING R-4 RESIDEN L \ \ \ - - - \ \ ( IN FEET) � \ - A '�C.`.'.'\`.`.'. A .'. v 1 inch - 50 ft. v v D.B./PG.: 2397/431 \ \ \ Q I..L z_ LL_ c \� 0 / F Lu 0 Q 0 a- fV n J Lz I`'�^^ F1 VJ w 0 LL_ I `/1 I I 0 LL_ Lu rJ V F_ w -, .wcc w CL Ln JOB NO. 112066 SCALE 1"=50' SHEET NO. 2 3/1G" STEEL PLATE WELDED / VAR. WIDTH SWM FOREST \ EXISTING POND APPROVED UNDER WP0202700020 TO POST d GROUND SMOOTH / &OPEN SPACE EASEMENT TH \ \ DB., PG. NOTE. THE PASSIVE REC EATION AREA (33,500 OF�l 2-1/2' DIA_ GALVANIZED / 9 \ S STEEL POST. PAINTED WITH / SF) IS THE AREA LOCATED WITHIN THE STREAM O �� OF PRIMER / 10a�9 PROPOSED BUFFER AND OUTSIDE OF TFif PROPOSED LOTS \ 2 GOAT5 AND EMERGENCY ACCESS R AND INSIGNIA YELLOW— yBENCH SCOTT R. LLINSZ / , 1 0 U Lic. No. 035791,E 5 Ng0 \ S \ 3/4" DIA. STEEL PIN W/ BEAD O \ PROBENCH PASSIVE 0�0 02/15/21 w� CD W/ 3/8' DIA. HOLE FOR `� RECREATION \ ��Ss 1101 Z LOGK LOCK / AREA EXISTING STREA \ ZONAL E w CN.I.C.3 S3 \ FINISH SURFACE 33,500 SF 6°S) S \ ` CD NOTE: THE PRIMITIVE PATHWAY SHALLTIE-IN TO \ w / 43 THE PAVED EMERGENCY ACCESS ROAD / \ EMERGENCY ACCESS DESIGN z • 4 WEIGHT BEARING CAPACITY J NJ PEDESTRIAN & BICYCLE PAT AY FOR AN ACCESS SHALL BE 8 00o LBS J 3" DIA. GALVANIZED _ ; kg / CONNECTION ACROSS THE CREEK AND TIE-IN \ 5, o STEEL PIPE SLEEVE I p \ / CONNECTION TO THE FUTURE DEVELOPMENT Ln CPAINT ABOVE GROUND , " N I \ PROPOSED PRIMITIVE \ \ S ` o PORTION SAME AS POST) TRAILWAY (TYP.) , \ EXISTING 100' EMERGENCY ACCESS DESIGN \ • 1 SEE DETAIL, SHEET g �/\ STREAM BUFFER WEIGHT BEARING CAPACITY CONCRETE FOOTING I n \ / \� SHALL BE 85,00o LBS 3/1G' STEEL PLATE WELDED TO SLEEVE 12" zo' EMERGENCYACCESS S c 0 �� ROAD EASEMENT J I i ti o,\ ao'EMERGENCYACCESS \ DB. ,PG. ROAD EASEMENT ` ACCESS 20' EMERGENCY NOTE: DRILL A 13/1G' DIA. HOLE THRU ACCESS ROAD EASEMENT 3 BOTH THE POST AND SLEEVE FOR /01 / LOT 1rj \� DB. 54a°' PG. 586 DB 5420 PG 586 00 PIN PLACEMENT. I I. \ . zo'ASPHALT 'ALn n T ` EMERGENCY ACCESS AND V/ - \ \ ACCESS ROAD TO BE EXTENDED zLn NOTE: SEE THIS SHEET AND SHEET 5 FOR LOCATIONS O I ti �� \ z5' MAX SETBACK BICYCLE/PEDESTRIAN ACCESS. Z p r /� TO CURRENT TERMINATION POINT OF BOLLARDS ALONG THE EMERGENCY ACCESS ROAD I I / LOT. \ \ SEE DETAIL, SHEET g ♦ PARK RIDGE DRIVE WITHIN GLENBROOK O d z � O PARKING SIGN DB.54zo, PG.586 PHASE I UNTIL THE ROADWAY INFRASTRUCTUR o 0 I�3' 6' LANDSCAPING & FOR FUTURE FOOTHILLS PHASES ARE COMPLETE. H w � 3 LOT \ AINTENANCE EASEMENT PROPOSED ao' ASPHALT S `SEE SHEET 5 FOR ADDITIONAL NOTES AND DETAILS o m ° 1 \ I 3 \ pg pG PROPOSED BICYCLE/PEDESTRIAN ACCESS, \ ` ON THE EMERGENCY ACCESS ROAD 1�1 \ EMERGENCY ACCESS AND z / BENCH p Ln ° 1 ' v �OA uNR°o \ _ - SEE DETAIL, SHEET g ` > ; g ' R v °j PROPOSED PRIMITIVE wa o DE H �"+ 1 ' no N \ 5'FRONTSETBACK x 3 NOTE: PRIMITIVE TRAILWAYTO CONNECT W w o Wig• y TRAILWAY (TYP.) \ �. P io 28' \ \ S TO ASPHALT PATHWAY AND CONCRETE 14 REMOVABLE BOLLARDS COMPATIBLE LOCATED WITH SIDEWALK, COMPLETING A WALKING o 28' \ \ WITH KNOX BOX LOCKING SYSTEM FOR 33,500 SF PASSIVE ¢ o VILLA UNIT ' \ LOOP THROUGH THE DEVELOPMENT z \ \\ _ � :. FIRE RESCUE TO BE INSTALLED TO RECREATION AREA. AS SHOWN. ` � `o TYPE B \`� NOTES: VILLA UNIT m J l \' \ y \ PREVENT VEHICULAR ACCESS BUT STILL \ SEE DETAIL, EX. 20' SANITARY M TYPE A m in I x ALLOW ACCESS FOR EMERGENCY VEHICLES.\ S 1. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE o SEWER EASEMENT SEE DETAIL THIS SHEET MANAGED IN ACCORDANCE WITH THE ALBEMARLE m PROPOSED \ \ DB 1997 PG 235 DRIVEWAYASPHALT OPEN \ / COUNTY WATER PROTECTION ORDINANCE. ° VAR. WIDTH PUBLIC 30 o I ° CG-6 CURB PAVEMENT, SEE SHEET / z. IN ACCORDANCE WITH CURRENT COUNTY CODE, IF a 9 SPACE C SWM FACILITY MAINTENANCE THE DEMARCATED AREA FOR THE CONCRETE v 8' ACCESS EASEMENT LOT 12 II FOR PAVEMENT DETAIL AC 1 / DRAINAGE & ACCESS EASEMENT EX. STORM BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT o DB., PG. CONCRETE PROPOSED R/W o l \ (1 369 ) / \ DRAINAGE EASEMENT ` c CG-9D (TYP) \ o DB. PG. S' ° 105 I d \ FALLS WITHIN THE REAR YARD SETBACK IT MAY o "GARAGE a I \ \ DB 5389 PG 75 ° ao'x2o' 7' S I- I:� - I �\ 8' GRAVEL PATHWAY ONLY BE DEVELOPED AS A PATIO. NOTE, DECKS AND 6 GARAGE I LOT n N I / io' ACESS EASEMENT FOR TMP: 05600-00-oo-oS76z YARD SETBACK. o " zo'xzo' 7`�5I ao. � � � NO PARKING SIGN ' 48 � I ` COVERED PORCHES MAY EXTEND 4' INTO THE REAR n I ACCESS TO THE SWM FACILITY zo. d 18• \ / S OWNER: GLENBROOK, LLC x /M, LOT 16 AND PROPOSED RECREATION AREA. � 3. RETAINING WALLS GREATER THAN 3' IN HEIGHT I soy' ti / SEE DETAIL, SHEET g ACREAGE: 8. o AC w \ 5 REQUIRE A SEPARATE BUILDING PERMIT. WALLS N N ZONING: R-6 RESIDENTIAL vi I oo NO PARKING SIGN Zo EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ¢ .. E p 18 WIDE I / D.B./PG.: 5039/75 ENGINEER DESIGN. p N - w - DRIVEWAY zo' REAR YARD LOT 1O I s I Qi/ / ` s� \ USE: SINGLE FAMILY RESIDENTIAL ` 4. ALL WATERLINES, SEWER LINES, AND FIRE LINES o R MINIMUM SETBACK (TYP.) �*�!y`� \ LOT �� / // / S ` FROM THE MAIN TO THE STRUCTURE MUST HAVE A ' ' z D CJ 105' S� X / ` VISUAL INSPECTION PERFORMED BY THE BUILDING P/L _ I I , 9y / / \ DEPARTMENT. TYPICAL UNIT LAYOUT W/ DRIVEWAY - �- ° t i / / a \ (N.T.S.) - RLu o \ ROPOSED 55'SIDEWALK / LC)T g ti Mfi \ LOT 1$ o PR ES D BLACK VINYL S PROPOSED 6' i0 / PROPOSED CONCRETE.' N / HAIN-LINK FENCE / / TIE-IN TO EXISTING I 056A2-04-00-00400 I PLANTING STRIP 6' / PATIO (TYP.) / MIN. HEIGHT = 4a'� / \ \ SANITARY SEWER MANHOLE ` j` o I MOORS, RI w - - - PROPOSED CENTRAL / Ch Q ON d� r I MAIL KIOSK / VAR. W PUBLIC t 1 I 0.1990ACRES I-NG'r I // 8'ASPHALT PATHWAY AND SW-MFACILITY MAINTENANCE, B zo' ACESS EASEMENT FOR C3J a I � ° I � DRAINAGE &ACCESS EASEMENT � \ S ZONING: R-6 RESIDENT w I OPEC _ _ ACCESS TO THE \ pg,� pG,� / ` EXISTING ioo' N P D.B. 3924 PG. 271 I I x :41PROPOSED RECREATION AREA. \ 4 w = I I LOT 8 I I SPACE D' ry a USE: RESIDENTIAL 9°� SEE SHEET g FOR PAVEMENT DETAIL / \ ` STREAM BUFFER C� I _ I g' PROPOSED BLACK VINYL / \ PROPOSED TOT LOT , I _ IT (TY x II ^ CHAIN -LINK FENCE / \ SEE DETAILS, SHEET io \ (9 \ ` CN V NO PARKING SIGNIQ / MIN. HEIGHT =1 z' \\ o I / LOT �((SS 14 RETAINING WIABLE I ALL DTH PRIVATE ` EX. 20' ACSA \ \ LOT 7.: I I i I 7. - \ MAINTENANCE EASEMENT S29° \ SANITARY SEWER \ \ \ ` N 3 I 056A2-04-00-00300 pD I N 24 I 10a. I \ DB. PG. ` s�. EASEMENT \ \ ` Q Z I DONE MIN TIN Q 105 PROPOSED STREET Ilan FIC-FK R C EA ON \° 90' i �8, 70� DB 5389 PG 86 tS \ i o a OR ARA BETH PROPOSED RETAINING WALL r TREES (TYP.) I LOT 20 A E \ I I 0.21 0 ACRES w \ I SEE DESIGN SHEET 5 3z' \ \ LLI VARIABLE WIDTH PRIVATE N I ° I - ` \ ` J o ZO G: R-6 RESIDEN IAL I I,5 N RETAINING WALL �°� LOT 6 ` + I I _ ' 1 SHALL BE LOCATED OUTSIDE OF s I D.B. 369 PG. 199 I I \ \ _ \\ MAINTENANCE EASEMENT ! J / ° 105` I - x ° N I 10z \ � THE EXISTING STREAM BUFFER o U E: RESIDENTIAL pg. PG. ° NO PARKING SIGN Iq_ PROPOSED RECREATION AREA WI7H I I\ I MULCH GROUNDCOVER (4,450 SF) 0 w - I II LOT 21 s , /) LOTS I 4 I y� L \ \ io' BUILDING \ \ \ \ ` v , z o 10? I SEPARATION W j �1 5'FRONTYARD Iw y SLOT 2 I ` \ tS O 2 J Q I G SEPA— II ( 2� SETBACK (TYP.)J �PR I ` J a 3 I I 056A2-o —' — ►— LOT: 22 oR LOT 3o LOT 3- I \ J I 11, SLEY, ALBA E �w W — / y/ LOT 28. \ ` \ Q V) �J J o m ORPAMELAB DRIVEWAY ASPHALT PAVEMENT - \ W 7 i I .2120 ACRES SEE SHEET g FOR PAVEMENT DETAIL LOT L} I ~ U RATIO ~ n m 0- N J � UILDINGSEPA � I OPEN ` \ \ s W (� J � ` Z _ I ONING: R-6 RESIDENTLAL L Z Im 2�. 1 �955_ \ LOT 2% \ \\ \ I I SPACE B Y I --I 0 I N I .B. 2275 PG. 096 O 7 — \ \ "' \•, (o.io5 AC) T o a I 1O5 co � Cl. j� N / ROPOSED 5' SIDEWALK \ LLl = o �J I U E: RESIDENTIAL I "m 3 I I LOT 3 I II f ~ LQT 2 \ i21 o' BUILDING SEPARATION ` 0) O I x III I - \ '` ° I _ °— J FRONT SETBACK d d ♦� 056A2-04-00-00100 N I + z / ` 6, ? NSTIN E E PICKRAL 1O5 II I \ / ` m, LL \ IJ ,C w ZONING: R 6SRESID L I`O ° w LOT 24 \ X \ LOT 32: \ VARIABLE WIDTH PRIVATE \ w Z / �cP HE WALL LLI z a rJ LOT:2 x I I \ / /'� CONCRETE \ L� 121 ` \ w D.B. 4814 PG. 250 I I - MAINTENANCE EASEMENT 2O I _\ \ : i :CG-9D(TYP) xl,:I` a i9 DB. PG. z I USE: RESIDENTIAL VARIABLE WIDTH PRIVATE �03' E P % I 6' LANDSCAPING & ti� ` \ (n o s RETAINING WALL d I I p0 E/P I MAINTENANCE EASEMENT '\ I LOT MAINTENANCE EASEMENT I I NO PARKING SIGN 33 PROPOSED RETAINING WALL U 0 z8o' SIGHT DISTANCE pg'� PG. LOT I I� I LOT 2�\B.�PG-� / k0o /.` SEE SHEET 5 FOR WALL ELEVATIONS \ W O o SEE SHEET 6 FOR SIGHT \ NO PARKING SIG j x 116' ° sTREETSIGN(TYP.) \ �. y� ` O NO PARKING SIG STOP SIGN (TYP.) II o PROPOSED _ \PROPOSED g / a DISTANCE INFORMATION A O PARKING SIGN EXISTING R/W I \ _ _ _ �h So ` J Q �t'_ ° I � RIGHT-OF-WAY 4� � CG-6 CURB n NO PARKING SIG \ ° i SIGHT DISTANCE=28o' -- - / ` - -= y x PROPOSED LOT 34 7 \ 86,� CG-lz (TYP.) (D Z s. tih •s „ . X. x / SIGHT DISTANCE=i15' 1z1' XISTING LOT LINE \ O Lu �_ C TO BEGINNING OF CD STATE ROUTE1z33 -PROPOSED 16+00/ z5'R CUL-DE-SAC OPEN ` - __ N 11+00 a NO PARKING SIG 1z+oo o_ _SIGHT DISTANCE=z8o l�+oo i +oo CG-iz (TYP.) 30oR �o /SPACE A INDIGO ROAD _ __° LL _ — _ �INDIGO ROAD w is+oo PRoposEE_G-6(TVP.) / LOT 35 (o o68AC) [F PUBLIC RAW " o� PROPOSED SPEED VAR. WDITH PUBLIC R/~ + —" a 20 x x w w w w w w w -j w li oN w LL x '``\ -. `L'Lp9 E LIMIT SIGN 8' TY ' 5$ °o i w F-- 310' FROM C/L INTERSECTION TO INDIGO ROAD-Nt70° 1 P'05' _ _ - AXSETBACK & CRANBERRY SIG NO PARKING SIGN 5 SEE SHEET 9 OR PAVEMENT ° �PN DRIVEWAY ASPHALT PAVEMENT J ` n ERRY LANE GRAPHIC SCALE NO PARKING SPACE E z M T F EMENT DETAIL oe No ° (0.025 AC) y5 112066 TMP: 0 6Az-of-oo-o aAo 6' LANDSCAPING & 2y zo' WATERLINE EASEMENT 5 7 so 0 u so 60 120 a`Nd EXISTING OWNER: CLAUDIUS CROZET PARK INC PROPOSED ASPHALT AINTENANCE EASEMENT p2 1 / SCALE ° DISTANCE TO NEAREST ASPHALT EX. AREA RESERVED FOR PUBLIC RESERVED FOR FUTURE ACREAGE: 11.67 AC CLAU D I U 5 ATHWAY TO CONNECT TO DB.. PG. Nye / 1" = o' o 3 INTERSECTION (INDIGO RD DEVELOPMENT CROZET EXISTING PEDESTIAN WALKWAY SHEET NO. PEDESTIAN DEDICATION UPON DEMAND ZONING: RURAL & HILLTOP STREET) = 465' WALKWAY BY THE COUNTY DB.1974, PG-456 IN FEET D.B./PG.: 1536/408 ( ) DB.1974, PG.456 USE: PUBLIC PARK 1 inch = 30 ft. PARK 3 s Lic. No. 035791 ���,,pp02/15/21 w� k; sIq AL E�Ol X PARKSIDEVIL-1-14Lu — _ I LOT 9 x PROPOSED FIRE \� LOT 1H / \ ` ` `\ o j \s TIE -INTO EXISTING '` Cn HYDRANT ASSEMBLY \ N �' / / SANITARY SEWER MANHOLE I I 1 �� \ `\ ' / \ \ REPLACE EXISTING LID WITH ` EXISTING ioo' I 6"x6"TEE \�� / \ ;✓ / \ \ WATERTIGHT FRAME AND COVER STREAM BUFFER co 1-6"G.V. I y 056A2-04-00-0 1 \ \ i / \ O 3 1 MOORE, RICHA OROANA 0.1990 ACRES LOTH 1 SPACED ��`�� \ \ ` \ \ MHa ry m 3 ZONING: R-6 RE TIAL I 072 AC)— v / \ \ 4 D,B. 3924 PG. 271 / I U : DENTIAL — — PROPOSED WATER x <' I / `� ` \ / / / / O SERVICE(TYPJ I I I �! PROPOSED. ` \ \ W rn LOT 7 x� LOT 1g I SWM FACILITY — / SANITARY SEWER N ` I I \ 2g" \ EASEMENT \ \ N I I I II zo' ACSA SANITARY f� II I DB 5389 PG 86 \ \ Q 056A2-0-00-00300 SEWER EASEMENT RECREA ON > JONES, NJAMIN MARTIN DB.PG. LOT 20 AREA OR BETH w 20AC s J ZONING: SIDENTIAL LOT 6 z D.B. 4369 PG. 19 IPA I A / "� �\ zo' ACSA SANITARY A \ NOTE: ALL BUILDABLE AREAS i 3 I USE: RE IAL — I LOT 21 / 1 SEWER EASEMENT \ ` SHALL BE LOCATED OUTSIDE OF W LOT ° I I I� X \ \ DB.�PG. \\ ` \\ THE EXISTING STREAM BUFFER \ \ ` Lu 5 all � � � I \ \ y �._ � w LOT 29 \ \\ \ s s O io' ACSA SANITARY \ LOT 30 J 3 I I 00-00 00 I I LOT 22 SEWER EASEMENT LOT 3-1 I \ \ Q BEASLEY, ALB W — �_ I DB.JPG. \ \ \ ` \ \ _ OR PAMELA B m a i 1 I \ ' SEWER LI OPEN 0.2120ACRES \ \` z ZONING: R-6 RESI ENTIAL PROPOSED SANITARY-DB. PG. I ) SPACEB \\ \\ y Y O I < N D.B. 2275 PG. 096 LATERAL (TYP.) d \ W LOT 27 (0.105 AC) ` \'. 3 P USE: RESIDENT L - / \ W � LOT 2 � � LOT 26 — — — v LOT I 3 \� N I 1 — 3 V PROPOSED 6" DIP \� oo 1 \ WATERLINE \I \\ ROPOSED6" 45°BEND \a \ U) \ w I LOT 24 LOT 32 y w os6Az-04-00-00100 ! LOT 2 MH5 x I i \ / / oo JUSTIN F & KATHERINE ICKRAL _ i9 I 0.2710 ACRES I yak " U) ZONING: R-6 RESIDENT I x !a LOT y I II 1 D.B. 4814 PG. 250 I PROPOSED FIRE \ \ 1 33 ll 3 11+0o INDIGO ROAD 3 4o PUBLIC R/W w w w w w w = w USE: RESIDENTIAL III HYDRANTASSEMBLY I I LOT 25 �x/ / io'ACSSANITARY 8"x6"TEE SEWER EASEMENT REDUCER POSED TYPE A 1-6" G.V. BLOW -OFF &VALVE DB.G yy'yy yy y yy y yy y y y' yy J W _ x SI DISTANCE=28 i PROPOSED8" x O x PROPOSED6"DIP =__ O ----- DIP WATERLINE 16+, o WATERLINE OPEN ` N z+oo 1 +ootv / / SIGHT DISTANCE=z8o' INDIGO ROA 15+00 �— _ — LOT 35 SPACE A y 1 y y _ _ W (0.068 AC) o y w w W13+oo WWDIWTH PUBLIC R/W o w w w w P/r'=,. \\ .° — y 1•Qe 19 5a y 1 v i y i" y i PROPOSED FIRE °NWT a v y _ - HYDRANT ASSEMBLY RAIL - `4 N7 ' 26, CSA UTILITY 8"x6"TEE E REDUCER P, _ EASEMENT SPACE E 8"x6"RED PROPOSED8" DB. PG. 1-6"G.V. GRAPHIC SCALE TMP: o56Az-ol-oo-o7zAo � (0.025 AC) REMOVE 1z" PLUG DIP WATERLINE 3� PROPOSED 8"x8"TEE OWNER: CLAUDIUS CROZET PARK INC ao o is ao so izo ROPOSED ARV o OZ 1a TIE-IN PROP. 8" D.I. WATERLINE AND (z) 8" G.V. ACREAGE: RURAL INTO EXISTING 12" D.I. WATERLINE AT INTERSECTION ZONING: RURAL C LAU D I U N52 WITH NEW 1z"X8"REDUCER FENCEUSE: CP1536/08 CROZET ( IN FEET ARK GOAL PARK 1 inch = 30 ft. H w w w Ln 305 NO. 112066 SCALE 3 10' SHEET NO. 4 J d Q5 C PROPOSED PASSIVE NATURAL A V `� \ MATCH LINE -SEE THIS SHEET TH OFF RECREATION AREA - NO CLEARING \ \ EXISTING POND APPROVED UNDER WP0201700020 SS�� \ \ OR GRADING IS NECESSARY TO \ S \ \`� �y' I>II 5 N \ \ CREATE THE PASSIVE RECREATION AREA\ \ \ I \ I \ SO R. LLINSZ y y\ \ L) Lic. No. 035791,a \ 5 / VAR. WIDTHS \ FOREST & NOTE: THE EMERGENCY ACCESS ROAD AS SHOWN ON THIS ) ��o� 02/15/21�� / \ \ PLAN SHALL BE CONSTRUCTED TO THE LOCATION AT �S oti Z \ OPEN SPACE PG. \ \ _ \ \ \ \ / DB \ - WHICH THE CURRENT PARK RIDGE DRIVE HAS BEEN sp°xAl E� w APPROVED, BONDED, AND CONSTRUCTED. BASED ON CURRENT CONDITIONS, THE EMERGENCY ACCESS ROADS w N % I \ / / / / \ \ \ \ \ PROPOSED SHALL BE CONSTRUCTED TO THE BOUNDARY LINE OF THE Z / \ \l� \ \ \ GLENBROOK PHASE I SUBDIVISION, AS SHOWN ON THIS o / I PRIMITIVE / / \ \\ \ \ PLAN SHEET. IF PARK RIDGE DRIVE IS EXTENDED WITH ANY I 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 o BONDED, ANDTHE ROADWAY IS CONSTRUCTED. EX. 20' EMERGENCY _ = \NV A\ V I \ ACCESS ROAD EASEMENT DB 5420 PG 586 / LOOS \ \ V A \ V �� WITHOKNOXEBOX LOCKING COMPATIBLE FOR H pp ��� BIT/ FIRE RESCUE TO BE INSTALLED TO - Z unL PREVENT VEHICULAR ACCESS BUT STILL I O ALLOW ACCESS FOR EMERGENCY VEHICLES - \ LU T 0 L LOT 1Lf \ / \ \ ` \ \ \ \ \ Z -V / / \ 6� �EDETAIL, THIS SHEET3� \°-1 O O O ' FFE=664.33 c \ " ( \ �� \ ` \ \ \ / tUi1 u�i 3 / I I SMT=.65y.y6 ` - \ \ U1 FF S.00 - �'.6� O In ° EX. 20' SANITARY m z SEWER EASEMENT \ / GEOR�E / w m- 0 �\ _ / ems\ x s \ \ \ D \1997 PG 235 \ \� \ /PPR R`o GLENBROOK PHASE I RIGHT �W OF WAY PLATTED WITH li U o ° EX. STORM ` \ ` RECORD PLAT, DB.5zo7, PG.55 z A V A \ DRAINAGE EASEMENT ��. 1 L/ �I w a ' \ \ PROPOSED A \ \ �V / \ b .y 6 A V PRIMITIVE \ V \ ` DB 5389 PG 75 \ - _ ������ 1 IV III �;% o � RAILWAY \ � � � VAR. WIDTH PUBLIC S \\ � \ „ „\ FOOTHILLS II RIGHT OF WAYr- \� SWMFACILITY MAINTENANCE, \\ \ \ / PLATTED WITH RECORD' f\ 1 I 6 SPAZE� DRAINAGE&ACCESSEASEMENT�-� \V A \ / / PLAT, DB.5039, PG.66 I i (� .0 056A2 04-00-00500 LOT 12 ' 6z, 7 66�.60 ,. ` (1.36gAC) \ V A �� / _ ' A J \ o KI PHILIP M / FFE=665.33 90 \ s / o GAR=665.00 \1yv/ JE IFERJ\ ZONING: -6 RESIDENTIAL i o0 5'4 ;:, 66 8 E_ ' y8 663.58 \ \ \ I \ \ / / NOTE: THE REMOVAL BOLLARDS SHALL BE INSTALLED L o 0.2390 A RE .COI °'-• 35 � a' I _ fll. 9� \ / - ATTHE END OF ° 1 ba2 \ \ \` / THE EXISTING CONSTRUCTED PARK RIDGE DRIVE WITHIN GLENBROOK- D.B. 22�P 297 / LOT 1 I \. `` \ \ \ \ \ \ PHASE I, AS SHOWN. IF PARK RIDGE DRIVE IS EXTENDED, THE USE: RESIDE TI TW=666 I FFE=S - e40 LOT 1V REMOVABLE BOLLARDS WILL BE RELOCATED TO THE NEW N \ GAR 66 .OD a 3 ----- 66�.58\^ \ FFE=663.gz `\ \ \ \ \ CLASS I RIP RAP OUTFALL // / - TERMINATION POINT OF THE PUBLIC ROAD IMPROVEMENTS AS J BW=666 S -- .GAR 66 \ - FUTURE ROAD INFRASTRUCTURE IMPROVEMENTS ARE COMPLETED, -�� 8'PUBLIC STORM 3'S \ \ \ \ -60', W=12', D=2'WITH \` /BOLLARDS SHALL BE RELOCATED TO THE NEW TERMINATION p N Yti'iz 665.67 55°A RAINAGEEASEMENT / \ \ GEO-TEXTILEUNDERLAYMENI l \ \ \ POINTOFTHEPUBLICROAD MROVEMENTS _ o \ T 10 o- 66 .57 DB._PG. A AA\ \ ,n �� o j \ FF 666.00: MHy 16 9 - / / / LOT \ LdT 17 \ \ \ \ \ PROPOSED zo' PUBLIC \t / I 1 / TW=67o GAR 665.67 '. . x / 664.z5 E-663. z ` 0 i / - - - -L 6 1 AR-66 / \ \ \\ DRAINAGE EASEMENT/ \ \ \ \ n INSTALL REMOVABLE BO LL ARDSATTHIS - J Q G FUTURE PROPOSED ROAD IMPROVEMENTS { ' \ I LOCATION ONLV IF PARK RIDGE DRIVEANDTHE_ m X PARSIDEVIL-1-1 \ ° <,� 22 I _ ✓ \ \ \ \ \ \� \\ \ ARE COMPLETED. THE REMOVABLE BOLLARDS BE COMPATIBLE I U YD-10 \ \ L,. : '.' \ \ \ / \ WITH KNOX BOX LOCKING SYSTEM FOR / 10' PRIVATE STORM \ \ \ \ \ /\ // S' \ I I - \ L z OT M FFE-6 5B \ \ FIRERESCUEICULAR ACCESS \ DRAINAGE EASEMENT FFE-666. 7 GAR-66y. \ PREVENT VEHICULAR ACCESS BUT STILL ALLOW ACCESS FOR EMERGENCY VEHICLES. / GAR-6b6.33 - .'� \ / / \ \ DB. PG. \\46. / I SEE DETAIL, THIS SHEET 56A2-04-00- 040 _ A / / / ✓ 3 MOORE, RIC BW=66 v / N OR OANA 9 y I A v/ / / / �S \ / -� 1 N a PEIV� \ \ v v \ \ v / l �� .4 W 0.1990 A�j�yRES / YD 8 667.i7 / ZONING: R-6 RESI TIAL \ � LOT � � �'7%�I � SPA � � �� A \ � A � � v V � MH1 V/ / / � �l \ \ \ \ D.B. 924 PG. 2 FFE=667.50 0]2 A 4 V ° V A� v / ��,,//� EX. 20' AGSA / �/� 'SE: LAL \ G=667.17 6'7y �; / \ o \ \ \ \ \ \ / �• j\ SANITARY SEWER \ / ���\ ± f N �/ I ° / - 668j5 z x° \ _/ \ �� \ \ 3 \ \ \\ EASEMENT \ S \ J Tw=676 \ DB 5389 PG 86 \ BW=6 (� / \ \ I\ LE 6�.1� ♦\ s- \ \ , y\ //� \ \ \ \ \ - 5 ETT�iIS g}iE \ \\ I N Q ° \ `. :.LOT ] q I a _ z.6°/a. 669.5�. GAR=66g. o I \` \ \ .. 1 �� o FFE 668.8 I �:95 GAR 668.50 6 1 66 zo PUBLIC STORM D AGE \\\\\ V \ V V V A y - A \ \ \ \/, - Q - 56A2- 4-00-00 0 A - \ _ ° b6 s � EASEMENT, DB. ,PG. � � � \ V IVAR. WIDTH PUBLIC A \ V � i Z L JONES, BENJ MARTIN 5° _ _ �° \ �' \ SWIM FACILITY MAINTENANCE, A V A _ OR S �TH \ gTW ¢78 OT 6 o /0 670.83 LOT 20 \ A V DRAINAGE & ACCESS EASEMENT \ �� � J Lu I o 0.212U A RES \ @` FFE=671.17 I I \ \ \ DB. PG. / I c YDay FFE 670.17 I GA 67o.8 C - ,: J_ 0- -' 67 Hz ZON SIDENTIAL \ GAR 66g.83 \ \ w a D�<4369 PG. 99 /,USE: RESIDE IAL / 671.17 Z�°� �x I o / 1� \ \ i' \ \`s \ EXISTING CREEK \ \ \ \ \ \ \ w w o LOT (n Q 0 I I 5 0 \ TW=678 ,,, FFE=671:50 ` I� GA 67z� / \ \ \\ \ \ Q Z 3 / BW=6i4 {' y GAR-671;17 x 10' PRIVATE STORM DRAINAGE / YD-1b j� LOT \ A\� \ \ \ \ \ �\ \ iS V A \ 0 Q / EASEMENT, DB._ PG._ FFE 661.67 LOT 30� A V \ \ \ \ \ - \ ° .BSMT 6 1.8 LL \056 - 0200 I LOT 22 I / I \ b 3 FFk 66x.67 LO11�31 \ ` S \ \ \ I \ \ �. y L yy y y \ \ \ Q 10' PRIVATE STORM vD-1A ° / I�OT 28 BSMT=6 18 \ \ \ I yy \y y (/ Q o EASLEY, BA E DRAINAGE EASEMENT _ 67Y 0 674.17 FF 67y.5o „" \ s 3 FEE=66z.33 \\` \ \\ y y `�� OR PAMELA DB. ,PG. I GAR-674:i FFE 66}5o r� 6S5'�MMT 6r�z,s° � m 0.2120 ACRE G74.4 GAR 66:z � OVERLAND RELIEF PATH FOR INLET \ \ \ ,xx \` \ \ U J W \ ZONING: R-6 S DENTIAL ti LQT /+ - zo' PUBLIC STORM I vD 1a LOT 2] \ #1z IF IT BECOMES CLOGGED P C •d�� - z6 _ _ 661. ERWHELMED \ B. 2275 PG. 096 \ �AR66475z L 6 DRAINAGE EASEMENT FFE-66417 33 OR OV,3 (0 0 \` u = z 744 I DB. PG. LO:2E GAR 66z.8 / \. _ 661 y ,y 1 yyyy y Yy y y' \ y LLJ E ]] 3 '\ SE: RESIDEN L �I L. I M+ 662.00 \ \ \ y y O y - 67509 y1,9°/u � LOT 23 � \ FFE-665.50 z.17 All PROPOSED FFE=6754z x • o ° 675.00 GAR=675.00 \ / x T; --- 66 .r:. \� \ \ \ y y v 1 y - - \ \ ul O cz z RETAINING WALL \ \ og 5 -�b6o.i LOT�z \/. \ yyyy y y" �y �'y'yy�y y y yy \y y w z YD-y I - �.0 LOT 24 66y.17 , 66o.30 1,8°h �61.33 FFE= 1.67 /. y y \ y y y� y y L y w w 056A2--00-00100 / o JUSTIN & KATHERIN ICKRAL -LOT 2 MH5 _ 67,,II531/0 6ryry5.00 FFE=675 33 66i.6 1 4 66D 88 BSMT83 \\\// ` 0.2710AC S FFE=675.yz �I 75 r 660.40� _ yy y y1 y yyy yyy' y y'\yy y y1 y yy / ZONING. R 6 RESIDENT \ GAR=675:og \ \ \ \F� 661. o ��': \ % PROPOSED 3' RETAIINING WALL yy \ �� o D.B. 4814 P 250 l zo' PUBLIC STORM 6 0 6 1 / 666�o 4 9 \ y y y I DRAINAGE EASEMENT__ 76 7�3 \ 662.0o LOT 33 \ \ \y y O TW=6788 66 .03 .FFE=66z. EXISTING loo' y ° USE: RESIDENTIAL 7 9°/d I LOT 2 C 4 bbo 60 33 / \ y BW=67y DB. , PG. I 13.9% 67 0 FFE 67533- 3 6z.00 OO BSMT=65z.5o �: STREAM BUFFER y y \„y y yyy yyy UN-11 O 512 nnn/// LL GAR=675.og "�a8B •' / y y y y y y M a �` 20'PUBLIC STORM �, 1 LJ.J I YD 6 \ RAINAGE EASEMENT` 66087 661I o~% 66zoo LOT 34 \y' yy\ y'y yy y y Ur '.: :FFE=66z.33 y y u x \ = \ �\ y y yy �� r Lu 3 _ CD 0 . :BSMT 65z.5o �\ \ yy y\" y y y TIE PROPOSED CD-11NT0 x y -' 661.1 y L PROPOSED UD-4- = x/ x o OREN \ �y y y'\ N L 6 \ \� 1lf+ O 1 �.- 659.21 66 .6%. 66z.6j LOT PAC A , � y y y yy ' y1 y y a, 12+00+00 � ° W 35 J $ E` L y y y y\y y .� - - .. / FFE=663.00.\ �O.'068 fiC y\y \ - �. p - W W W W W yy y y y' y y. y 1y y y yy yy"\y \ u \ L y vy yyy \ u y y L y L y\ y \ y y TIE PROPOSED CD-11NT0 P TRAIL \ \ y \ y ° y y y y PROPOSED UD-4 SPACE E APHIC SC�j LE \ yy v y yy y yy 3 l� _ TMP: 56Az=o ee e72Ao 0.02 AC \ y\ \'y - y y v \ \ j 12066 ° OWNER: �LAUDLU ,CROZET PARK INC (5 � o o s 3o so zo \ \ \ / yy\'y.y ACREAGE. 11. AC -�66� VAR. WIDTH PUBLIC yy y yyy H I ° � � yy \ \ y y \'yy yy\y. yy , "y �yy1 SCALE ° N _ \ y 1 - 3° ° 66� ZONIN= 6 \ STORM yyy y y yy y y y D.B./PG.: 1536 \\ DRAINAGE EASEMENT ( IN EET n - FENCE PUBLIC PARK DB. PG. 1 inc = 30 ft. v SHEET NO. 1 \ yyy "yy'yyyy�' 5 685 w W N rvi � i t%a3t50.00 PVI ELEV:675-45 PVI STA:15+10.00 PVI ELEV:671.61 z N :12.25 < LVC:80.00 L C:67.o0 LLO> O m o m O N o^ O¢ J O �t O d V1 �t vl Ol z 0 w + M ko^ ac6 LOW PTSTA:16+97.50 680 O p vm mi w mi w Z;i v O LOW PT ELEV: 661.37 Es O u — 0 Ji > > v vi 0i w PVI STA:16+20.SO w Ln Z > m > w m w > > PVI ELEV:662.91 —H L0 p m w m w K:26.23 F- z ¢ LVC:154.00 ? <Ln ---------------- ------ 675 --------------- PROPOSED ARV FILL (95%COMP CTION) °nm ° m 1. _� a � m� 3'5 — — — -2. 0% + + o Li.i 3 5' w N —�� CO ER >m jw /—�-- 3.5 / 670 m w J� EXISTING GRADE PROPOSED 8" D.I. WATERLINE PROPOSED GRADE REMOVE 12" PLUG PROPOSED 8"x8" TEE 665 TIE-IN PROP. 8" D.I. WATERLINE AND (2) 8' G.V. \ INTO EX. 12" D.I. WATERLINE AT INTERSECTION \ MAX. CUL-DE-SAC INSTALL 12"X8" REDUCER GRADE = 2% PROPOSED VDOT STD. CD-1 -z`o ob 66o FIRE HYDRANTASSEMBLY z Lu 8"x6" TEE w 8"x6" REDUCER PROPOSED 6" 6S5 > & 1-6" G.V. D.I. WATERLINE a pQ 6" 45' BEND 0 �o F �o p > w > TYPE A BLOW OFF 65o Lu M Lu WITH 6" G.V. o w Ln w z -� z x ° p a L0 N O ul r + + z ~ U ~ 645 LuLn zLn ci H ., `� O O O7 00 m 'T M tD ^ 00 W ^ S 0 S 0 `� 00 N w l0 `+ O Ol m �Y LD H ri OD I, w ^ In •i 0 ci I� Ol S O N N O f m lD It m ^ H 1� m m O ^ O ^ •'I ^ N ^ m ^ M �Y Vl 1 ^ ^ M Vl N ^ ^ N ^ m 'i rl O W ^ ^ 00 L;, V1 N lD w M y l0 lD �D �D tD ^ ^ ^ ID � LD ^ ^ t0 ID W I ^ � ^ � tD I w ID LD 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 34+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 NO /LS: 7. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM THE STORMWA TER MANAGEMENT POND SHALL REMAIN RCP PIPES. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 957 COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. /5-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. S. VDOT 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. VERTICAL SCALE 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. INDIGO ROAD 25 MPH DESIGN SPEED • • • 10+00 10+50 11+00 11+50 12+00 12+50 13+00 CRIMSON STREET 25 MPH DESIGN SPEED 13+50 14+00 Lie. No. 0357914a 02/15/21 J VJ Z Z .. 0 O o w � Z O (z W CC g Lu Ie Ln J z w w a A r'7 W N Cn N W N L6 J J U) Lu O J W Lu I n D C. Lu Q - o O N z Q J ui J a z LL 1 Lu ur) CO Q _J 2 � 0- p V / L.L _jQ 2O O O Q 0 CID W ,Jn V G I w O w a � JOB NO. 112066 SCALE AS NOTED SHEET NO. 6 r 685 r 675 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 INVI 657.9zFROMSTR_Yp=4 INV RIM:671.go 68o IN OUT:667.82 TO STR-YD-iA INV IN:666.00 FROM STR-YD-z INV OUT:665.90 TO STR-28 STR-28 \ STR-YD-6 VDOT STD. DI-3B (L=12') 24" YARD INLET RIM:671.62 INV IN:665-49 FROM STR-YD-iA 675 RIM:6 74-33 INV OUT:669.00 TO ST -YD-4 INV IN:665.49 FROM STR-28B INV IN:665.49 FROM STR-24 INV OUT:665.39 TO STR-22 670 1z" HDPE 12' HDPE o @ 0.82% HpPE 50.42' @ 0.88% 57.5 665 7530 % 12" HDPE @z.16% 660 5-4 655 O N O N 0 lO l0 O M O N \} O OD O ~ O I� It 00 M 0 D N lO lD l0 l0 �O l0 10+00 10+50 11+00 11+50 12+00 12+50 YD-6 - STR28 68o ' \ STR-YD-8 675 STR-YD-7A 24" YARD INLET 24" YARD INLET RIM:665.g1 RSTRL231-09' NV IN:66o.92 FROM STR-YD-10 INV IN:66 .4z FROM STRUT:66o.82 N:66o.92 FROM STR-YD-14 INV O T:66o.32 TO S\670STR-22S\Tk-YD-10 TO STR-YD-7A VDOT ST . DI-3B (L=12')z4" YARD INLET RIM:664.85R I M:66�.20 INV IN:66o.23 FR M STR-YD-7AINV IN:66i.2o FROM STR-YD-12 INV IN:658.6 FROM STR-z8INV OUT:661.10 TO STR-YD-8 INVOUT:65 .54 TO STR-16 665STR-YD-12 24" YARD INLET RIM:664.00 INVOUT:66i.36TOST -YI 66012" HDPE 28.00' Qa 0.50% 12" HDPE 31.09' Oa o.50% 14.72' Qa 0.50% 655 O It N N O O O i, 00 6 't 6 o Lj, rl 10+00 10+50 11+00 11+50 685 YD-12 - STRZZ 68o STR-YD-8 24 11 YARD IN RI RIM:665.g1/ INjl,26'o .92 ROM STR-YD-io IN.92 FROM STR-YD-14 675INT:66o.8z TO STR-YD-7A STR-YD-14 24" YARD INLET R I M:669.25 INV OUT:664.00 TO 5 670 66o N 0 CO M O ,y O O CO V1 �p Ol pj 10+00 10+50 11+00 YD-14 - YD-8 12+00 675 VD T TD. MH VDOT STD. DI-3B (L=8') EXISTING G 65.70 RIM:665.ig STR-4 - - - - - - INV IN:655.66 FROM STR-12INV IN:658.06 FROM STR-14 VDOT STD. MH,/ 670 INVTN:6,7 8rFROM STR-10 INV OUT:657.96TO STR-8 RIM:66z.50 INV OUT:655.56 TO-STR-6 INV IN:65438 FROM STR-6 / STR-14 \ INV IN:656.05 FRONAS�TR-i6 / _ _ _ VDOT STD. DI-3B INV OUT:654 z6TO STR-2 / \ RIM:665.20 \ INV OUT:658.26 T 665 STR-2 / STR-6 VDOT STD. MH VDOT STD. MH RIM:658.29 RIM:669.22 INV IN:653-75 FROM STR-4 / INV IN:655.2t�ROM STR-8 IN OUT:653.65 TO OUT INV OUT:6�5.19 TO STR-4 66o / PROPOSED GRADE U PIP 1 SHALL / HAVE WA ERTIGHT CONNECT ONS FO PROPOSED 8" WP 10-YEAR STORM W 549E=6 6 1151N(HOSSING V 655 -TYp)------- ------------- ' z9.g3' Cal 0.60% - 1.r= INV OUT - ------------------------- HG 15" HDPE 15" HDPE 15 HDOE VDOT STD. EW-1 653.10 / 50.30' 5 °% o. o% 25.70' Qa 0.50% o 15737 5 ENDWALL W/ RIPRAP OUTFALL 18" HDPE 65o / z1.46' @ 2.12% 18" HDPE 22.55' @d 2.24% CLASS I RIP RAP OUTFALL L=60', W=12', D=2' WITH GEO-TEXTILE UNDERLAYMENT 645 10+00 O ^ �N It 00 It n 00 p N ry �O 0 N l0 H w H l0 pp ID w O tD ^ ID w 00 ul ID NO TES: 1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 3. MINIMUM I' 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 i STR-YD-18 24" YARD INLET RIM:663.63 J INV OUT:658.00 TO STR- 665 / STR-YD-16 24" YARD INLET RIM:659.o5 IN:655.05 FROM STR-YD-18 INV OUT:654-95 TO STR- 66o / INV OUT 5 54.04 65 10+50 11+00 11+50 12+00 12+50 STR14 - OUT 675 670 665 655 65o 13+00 13+50 EXISTING GRADE D STR-io / / 675 68o STR-16 /VDOT STD. MH R I M:663.94 PROPOSED GRA V IN:658.5o FROM STR-18 I V IN:656.69 FROM STR-22 670 IN IN:656.69 FROM STR-20 675 IN OUT:656.59 TO STR-4 TER STR-18 VDOT STD. DI-3 (L=8') HGL (T T�\IRIM:665.7z 665 INV OUT:659.00 O STR-16 670 655 HGL (TYP. 665 STR-z8 VDOT STD. DI-313 (L=12') RIM:671.62 INV IN:665.49 FROM STR-YD-lA INV IN:665.49 FROM STR-28 INV IN:665.49 FROM STR-24 INV 9U1:665. 9 TO STR-22 \ STR-24 EXISTING GRADE \ VDQT_SMH RIM:672.91 INV IN:665.83 FROM STR-26 INV OUT:665.73 TO STR-28 STR-z6 VDOT STD. DI-313 L=41 SE GRADE RIM:673-79 PROPO r INVOUT:667.17T STR-24 0� H ul Lic. No. 035791 02/15/21 -- �15"HDPE 'w Vl 6 x 28.03' @4.19% i5"HDPE N` z o � m HDP Z2 @ 1.42% • 45 45' C o.50% / > z g W 6} LOT 21 60 LSAN. ,W�, ul J LAT. CROSSING N l0 Z ONO 00 00 00 O W n d N e N D I rl w p 10+00 10+50 10+00 10+50 11+00 STR18 - STR161 I STR26 - STR28 STR-16 EXISTING GRADE VDOT STD. MH RIM:663-94 STR-28 �"- / INV IN:658.5o FROM STR-18,, VDOT STD. DI-313�L,=12') INV IN:656.69 FROM STRI�z RIM:671.62 INV IN:656.69 FROM STR-20 INV IN:665.49 FROM STR YQ-lA STR-28B INV OUT:656.59 TOE fiR-4 NV IN:665-49 FROM STR-28B VDOT STD. DI-3C (L=E i .49 F{�OM STR-24 RIM:673-78 STR-zz NV IN:665 NV OUT:665.3q TO STR-22 INV OUT:667.o8 TO S- VDOT STD. DI-313 (L=12') R I M:664. 85 INV IN:66o.23 FROM STR-YD-7A / INV IN:658.64 FROM STR-28 INV OUT:658.54 TO STR-16 tPROPOSED GRADE ------ ---- V1 / '/ • • • PR OSED 6" _ 1.0'1 00 N o 0 r Ol � 0 W 10+00 10+50 '�Q•c �6°I°1 6 �5 yti96 I� O `� O l0 N M O H O N 111 M 00 l0 00 41 W N W 3 11+00 11+50 12+00 12+50 STR28B - STR16 SAN. LAT. CROSSINGS 15" HDPE (TYP.) 3.25.99' 1.22% / VERTICAL SCALE 5 0 2.5 5 10 65o 12" HDPE 40.18' QB 2.15% ( IN FEET ) 1 inch = 5 ft. 645 HORIZONTAL SCALE O ci m Vl y 00 m O00 N 'DD l0 10 l0 tD 10+00 10+50 11+00 11+50 [YD-18 - OUT ( IN FEET ) 1 inch = 50 ft. M � M N N 0 13+00 13+50 20 EXISTING GRADELu Ln N 675 N CDVDOT STD. MH _ RIM:663-94 - , - INV IN:658.5o FROM STR-18 INV IN:656.69 FROM STR-22 ') 670STR-4 INV'IN 656.6g FROM STR-20 V OT STD. MH INV OUT:656.59 TO STR 4 -R-28 RIM:662.50 \ STR-2o ® Z INV IN:6543 FROM STR-6 \ ~ INV IN:656.o5 FROM STR-16 \ M Q VDOT STD. DI-3C L=6') INV OUT:65 2 TOSTR-2 PROPOSED RIM:662.z5 - \ J U5 GRADE \ INV OUT:657.12 T STR-16 � \ N co W I� 660 N CD 4.5' dY J - -- _ ___ PROPOSED N Q ---- WATER SER ICE w z --------- HG (TYP.) CROSSINGS Q I� 655 15"HDPE > LL_ 3.8" HDPE 81.57' Qa 0.50% w 95.63' @a 0.54% J J 6 O LOT 18 (n W 5 SAN. LAT. Lu CROSSING Q w H 00 ^ o SAN. LAT. J OD 0^. LL It ° o � jo CROSSING O n N n n ID d w N O 10+00 10+50 11+00 11+50 12+00 = J STRzo - STR4 W Y o Lu 2 ran vJ ul U) O STR-8 F- O VDOT STD. MH Lu RIM:665.70 EXISTING GRADE Lu 670 INV IN:6rr.66 FROM TR-1z z Q INV IN:657.8 FRO STR-10 NV OUT:655 56 TO STR-6 Cf) /7�� PRO OSED GRADE STR-12 O VDOT STD. I-3C (L=6') O 665 RIM:66o.43 mmi LL.I V OUT:656.16 TO STR-8 Q� PROP SED \ \ Q 00 WATER SE ICE \ \ CROS IqGS� ^\ F (D z �. i 66o o J HGL( P.)-\N / n ----------- ----------- �J 655 o a \_15" HDP 0o m Ln W 95.80' 0.50% 00 w 10+00 10+50 11+00 STR12 - STR 8 W W d VI JOB NO. 112066 SCALE AS NOTED SHEET NO. 7 170 MH3. RIM:645.19 INV IN:637.5 FROM MHz / INV IN:637.5 FROM MH6 665 INV IN:637.5 FROM MH7 / 37 30 10 EX Parks!i-1-14 EXISTING G DE- / 66o / / / r 655 650 645 640 635 m m 00 00 'D . n vi �0 N ri, �, m 00 w ID 10+00 10+50 11+00 11+50 M H 6 - MHi MH1 RIM:645-19 INV IN:637.5o FROM MH2 rINV IN:637.5o FROM MH6 I INV IN:637-5o FROM MH7 650 INV OUT:617.:to TO EX ParksideVi MH6 R I M:658.71 INV OUT:653.5oTO MHi 645 EXISTING GRADE 640 8" SDR 26 PVC 635 164.88' Qa o.61% m Cq 00 ko ko ko 10+00 10+50 11+00 11+50 MH7 - MHZ 12+00 MH7 R I M:641.84 I N V O UT:638.5o TO 12+00 I •:% 675 670 -9 660 MH2 R I M:649.8o / INV IN:641.00 FROM MH3 MH-1 INV OUT:640.8o TO MHi / EX PARKSI DEVI L-1-14 RIM:645.19 655 REPLACE EXISTING LID WITH INV I :637.5o FROM MH2 WATERTIGHT FRAME 1, COVER INV 1 :637-So FROM MH6 i RIM:640.00 INV IN:637.5o FROM MH7 INV IN: 633.6o (FROM INV OUT:637.3o TO E ParksideVil-i- 4 FOOTHILL IIMH-1) / INV IN:633.6o FROM MHi 65o INV OUT: 633.4o TO EX MH 645 IUTFALL SWM POND 640 1 q 4640-42 y�y.00 // / 1.2' i - / 8" SDR 26 PV o � 182 181.15 635 - $, SpR � 33L /A 085 y 630 i - / / EXISTING GRADE / MH5 / RIM-674'40 MH3 INV OUT:664.65 TO MH, R I M:66i.8o / INV IN:646.3o FROM MH4 INV OUT:646.io TO MHz i MH4 / RIM:664.83 / INV IN:657.50 FROM MH5 / INV OUT:657.3o TO MH3 PROPOSED GRADE YD-1B YD76 FPROPOSED WATERLINE /ROSSING 239.3o Cy z N Ql D7 t lD M ci N N W I� 'D N 0) ,i L!1 N m M N CO l0 ^ N N N N CO Ql 00 O lD t ^ w (v� lD 0) t+1 M N m M Ol '{ I� H 0 Ln O O M 'i 0 0 M H 00 1/1 I� m lD H .t w lD t �0 W It l0 00 t w 00 Itt l0 Cal �D Ol t lD r! l0 0) t W d l0 M 1(1 � ^ 10 I� i!1 ID N �D to Ln W �0 N 'D ID H I� W �D w lD n w 1 l0 H 00 �0tD ^ �D N W � ^ l0 N 00 W n ID Ol n tD ID 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 18+oo 18+50 19+00 M H 5 - EX PV-1-14 NO TES: 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 DURINC THE CONSTRUCTION PROCESS. 5 50 VERTICAL SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. Lic. No. 035791 02/15/21 ., W fV Q Ln N CD M a N WN cn rn J N Q W z Q � � W J J LU w W Q J LL O 0 z J � � �- V) W� JQ Lu Z ul U) 0 LL. z W Lu U ~ LU 0 W 0 j� oC Q m (D z N w J �- - (D V w w 200 d JOB NO. 112066 SCALE AS NOTED SHEET NO. 8 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTI0N OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 7HE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4 GUARDRAIL LOCA770NS ARE APPROXIMATE EXACT LENGTH LOCATION AND NOTE: CONCRETE CG-12 RAMPS SHALL HAVE A MAXIMUM OF 2% CROSS -SLOPE. APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADDIT70NAL GUARDRAIL MAY BE REQUIRED AT LOCAT70NS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 A B OR C . 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANS177ONS 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 SPECIFICA7ONS SHALL GOVERN THE MATERIAL AND CONSTRUCT70N METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA7SFACTION 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 INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF THE SUBGRADE. DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 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 SPECIFICATONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT.• 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. BUILDING OFFICIAL NOTE: 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. Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Or Surface h a Base In a Sub -base h a DID Crimson Street 183 0 1183 15 5 18.52 ISM-9.5 11.5 2.25 BM-25 13 12.15 21B 15 10.6 12.83 Indigo Road 256 0 1256 15 5 19.69ISM-9.5 11.5 12.25 BM-25 13 12.15 21B 15 10.6 12.83 Asphalt Pavement Restoration Detail for Open Cut Utility Installations Mill & resurface- MITI & resurface-, Saw-cute%isting pavement tothe full depth of asphalt 12-min. // \ 7.5'total asphalt 12 mm. concrete Asphalt Concrete 5urtace Material' \ pavement l �L depth or equalto the depth of existing �8'min. phaR Concrete Base, Type BM-25AA aS DhaRCOpUete, whicheveris greater is min. SURbase coursetle m p re ate ©use Ma[enal T I 1O•min. '- A90 D YDe shallbe $iEe Nn. llA Tr21B � ejdsbn sell b dopthof 85e, 11� whichever is greater grater III 5 12'Bendl 1T Bench Honl be to and vet8cat-250lisurfaces shall be tad<edwith RC-2501iquid -- Min. Min. asphaltat a rate of 0.1 gallon per NOTES: SY, oras tletermined bYthe distnd administrator's designee " Asphalt Concrete Surface Material: SM-9.5A torADT < 1g000 Select Material Type I with minimum CBR=30 SM-9.5D forADT > 10.000 The distnd administrator's designee shall determne the Class I baddill material in accordance restoration requirements for ether pavement types . With Sedion 302 of the Road and Brdge Specifications Trench width and pipebedding shallbein �ND. 26 or 27 aggregate pipe bedding in a¢ordan[BwIthVD0T 9[O. PB-1 t the Road and Bridge Spedfications the Ro dand Brdge Sp520abons """ 12 inches minimum beyond the edge of the bench s on longitudinal open cuts, Dr 25 feet minimum beyond the trench centerline on perpendlCUla DPen cuts, oras determined bythe district administrator's designee. Date: August 27, 2014 Not to Scale EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND NOTE PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP R, PER 3' CLEAR ZONE REQUIREMENT CI CG-6 3• CURB & GUTTER I CLEAT R ZONE) I Z 2R 2dr PLANTING `.. -a O STRIP Sg qOgNET VAR. 2 5" WIDTH 13' POINT OF CG-6 FINISHED GRADE CURB & GUTTER 3' CLEAT R ZONE) SURFACE Z 2R' 2% 6' PLANTING 4- T STRIP SUBBASE 13' 5' (IRA TALL LANE) (TRAVEL LANE) I I 30 F/C-F/C VAR. WIDTH - R/w TYPICAL NEIGHBORHOOD STREET SECTION TAR. WIDTH R/#r) INDIGO ROAIJ PUBLIC ROAD y ) CS-SSAR RZSIDENTIAL 42G NIXED USE SUBDIVISION STREET DESIGN SPEED. 25 MPB PARTYING 07TH BUafF-OUTS f49'xZ0' SPACES) -NOTE.' UD-4 UNDERDRAINS ARE REQUIRED WH N THE PROJECTED VOLUMES OF NOTE.- PROPOSED LANDSCAPING TO TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 APO UTILIZE OUTER 3' OF PLAN77NG STRIP PER 3' CLEAR ZONE REQUIREMENT RAW CAL CG-6 I CG-6 5' WIDE CONCRETE CURB & GUTTER POINT OF SIDEWALK 3 I FINISHED GRADE CURB &GUTTER 3' CLEAT R ZONE) I CLEAT R ZONE) 4" WOT 21A STONE BASE zrSaE SUBBASE -Il sJSIBSAWE 2.5 I s (TRAVEL LANE) (TRAVEL LANE) I 24' F/C-F/C I 49' RIW TYPICAL NEIGHBORHOOD STREET SECTION (49 ' R/WJ A CRIMSON STREET (PUBLIC ROADS) 4GG CS-SSAR RESIDENTIAL MIXED USE SUBDIVISION STREET DESIGN SPEED. 25 NPB 'NOTE UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD RIW 5' WIDE CONCRETE SIDEWALK \ I 2% \ I R%W CAL CG-6 I POINT OF CG-6 5' WIDE CONCRETE 3• CURB & GUTTER FINISHED GRADE CURB & GUTTER 3' S' SIDEWALK ICLEAR ZONEI I CLEAT R ZONE) 22- f2Z I SURFACE I 1 2x 2X 2% 2% 70L6' PLAN77NG STRIP � '• 6' PLANTING 4" WOT 21A 4- MOT 4" yDpr STRIP STONE BASE 21A 21A STT014E SUBBASE STTTNE 1.0 5 6 82.5 BASE s (TRAVEL VcL O LANE) (TRAVEL D LANE ON PARKING 30' F/C-F/C TYPICAL NEIGHBORHOOD STREET SECTION (55' RAW) a CRIMSON STREET (PUBLIC ROADS) 4Z CS-SSAR RESIDENTIAL NIXED USE SUBDIVISION STREET DESIGN SPEED' 25 MPII PARXNG AIITfI BUNF�OUTS B "z20 SPACES) *NOTE.' UD-4 UNDERDRAINS ARE REQUIRED WH N THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD ` iF • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _ • . 111111111111111111111111111111 • yt +-" Y. • fit ! \ tooA Mlawly •.. eft 1/'t ~` �...,, -1,.• . �., �•n'•-i'y _ 'h q I q 'I • • • • h (VARIABLE WIDTH) SURFACE 2X 2% 2% 2X PLANTING STRIP 6' PLAN77NG STRIP 2" SM-9.5 SURFACE C 8" 21-A BASE COUF COMPACTEI SUBGRADE 4" VDOT 21A STONE BASE RAW I t'�- _ EXIST. GROUND EXIST. GROUND 4- _\\ EXIST. GROUND EXIST. GROUN\ _ 4__ EXIST. GROUND EXIST. GROUND 3-4"HARDWOOD ;,,. '• �•.,�H., 2U STONE DUST 'gmg//D/w�/// 0/ COMPACTED SUBGRADE PEDESTRIAN TRAIL LoT Is I \IS \ \ ` \ ♦♦ \ \ OPEN LOTs LOT LOTS LOTS - LOT LOTS Lov II ./ oT v 1 F ��\♦♦ A J I ♦ IT, \ ,♦ \ IOU c- Lor.e Lu Q I LOT 1. l®IGIGI L 1"\ \ ♦♦ LOT, O O I%\ iLOT a9 LOT o \ �, Loru p , ,� OPEN,I - r f LOT I �I LOT x4 j\Tl Y LOT 3a - \ SCOTT/R. CtSLLINSIZ Lic. No. 035791 P 02/15/21�� o�'SIONAL J LOT, / v - �� III s / LOT 33 _. 1 LOT O - ^'I z \ y z I I Lor I a \ LOT I noIGOROAo _ - - - - _� LOT 35 J =°"�" 0BCC"" 256 ADT - -INDIGO ROAD - �" 1�1 U) w 1--1Ln O Ln TRIP GENERATION CALCULATIONS TRIP GENERATION W W TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) SCALE: 1" = 100' U/ 35 TOWNHOUSE UNITS (INCLUDES FUTURE) - CODE 220 ADT: 256 VPD (128 ENTER / 128 EXIT) AM PEAK: 16 VPH (4 ENTER / 12 EXIT) PM PEAK: 20 VPH (13 ENTER / 7 EXIT) 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. NOTES: a. 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 BESMIN. IN WIDTH WITH A SURFACE OF3-4" HARDWOOD MULCH OR 2" STONE DUST. 2" STONE DUST TO BE USED WITHIN ACCESS EASEMENT ON THE LOTS. 2" SM-9.5 SURFACE 8" 21-A BASE COUF COMPACTEI SUBGRADE ASPHAL"I urmvr_vv/-) NO SCALE VDOT g21A TOP COAT VDOT #23 STONE - BASE COURSE ASPHALT PAVING - EMERGENCY ACCESS ROAD COMPACTED��j��D��� --� SUBGRADE NO SCALE & PEDESTRIAN /BICYCLE PATHWAY, NO SCALE GRAVEL ACCESS ROAD TO SWM FACILITY & TOT LOT/SWM ACCESS PATHWAY NO SCALE Ro-4 GEOTE%TEE DRAINAGE FABRIC UN)ERDRAN SHALL E CENTERED UNDER CURB AND CUTTER (OYERLIP T-01 AT TOP) PAVED SHOULDER (O (OVERLAP E DRAINAGE FABRIC PAVEMENT (OVQLAP 1'-0' 0TOP)) IMTERIAL�::a:: PAVWDff �:T:: •.-.•.-.: •-• ••. ...:-.:.iT.::"• WSTABN2ED ... T� • '.. SI.�RAK OUTLET SEE NOTE ( 057 AGGREGATE. 08 51ABGHIOE OUTLET PPE 2'-C• r-0- AG(III OR CRUSHED SEE NOTE 1 GLASS MEETING IB 057 AGGREGATE. 08 4" PIPE VAIMLE GRADATION REOIMEMENT. AG[,WEGATE OR CRUSHED TPA (EDGE OF PAVED SHOULDI GLASS 1EETFC •8 GRADATION REOUAEMEHT, PAVED SHOULDER SECTION CURB AND GUTTER SECTION LA) -4 GR TO ELBOW UP TO EUNaT PIPE SPEN-GRATED 45• ELBOW -11 PPE IS PERFORATED PPE-LESSr� CONNECTION /GOREOATE PRIMARY ORECTNN TNCH WITH OF WATER FLOW UtNN'a fA9•C NON PERFORATED WtLEt 04 (rTPICALI 45• ELBOW C ONINKC71ON 45• WYE CONNECTION PAY GARS FOR OUTLET P-O" MAR. PPE TO BEGN 45' ELBOW BOW (r A-12 CN) OUTLET PPE NO SCALE Ny°(3T STANDARD PAVEMENT EDGEDRAIN REFERE TION ROAD AMID BPOGE STANDARDS REFERENCE 240 SHEET f (li 3 PREVISION OwTE 2511 so W608 vRG r,A Df=MrME^:r c. 1RAaT"SRIA'DN 701 4" CONC. 4" 21-A STONE BASE CONCRETE SIDEWALK 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. F o N o 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. 0') 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 N. M 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ® � 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. i M NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: N (D i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. W ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. N iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE w Q MATERIALS. i W iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND 7 APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 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 CO PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. LU t IP-PP vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. O vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE J PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. id Q viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT _ THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. ( ) CC 12 NOTE, MYDRAU C CEMENT OF CURB ALK ( CONSIST OF THE AREA IN INOI CURB HE CEMENT SIDEWALK (DEPTH IN ILINEB AitEA IN SWINE YARDS) CURB WHEN REWIRED SURFACE OR A N QUAKE FEET) GENERAL NOTES' DETECTABLE WARNING SURFACE [AREA IN SQUARE TEARYARDS)AN 1. THE C7M[_E WA WARNING SHALL SHALL BE PROVIDED BY TRUNCATED DOILIES, EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SRIOIILO ]. DETECTABLE WARNNG SHOAL BE FROM THE MATERIALS APPROVED M LAST FOR BE SI144AR12E0 FOR EACH CURB CUT RAMP. DETECTIBLE WARPING SUFACES. UAL PROVISION NOT LISTED SHALL MEET SIDEWALK RAMP 12n MA% THE REQUIREMENTS NTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE ail=t MAX WARNING SURFACE AND SHALL BE SUBMITTED i0 THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MDNOLITMICNIY WITH RAMP q FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST HOLES OUST BE PROVIDED Fee COWL BARS 50 B THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF 10=1 MAN PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A S. REQUIRED BARS ARE TO BE NO,5 X 8- PLACED I'CENTER TO CENTER ALONG BOTH ONCREITE GOVEROF N THE FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUMPERPENDICULAR ARE INCLUDED IN PAYMENT FOR CURB / GARB 6. CURB A CURB AND GUTTER SLOPE TRANSITIONAND GUS ADJACENT TD A CURB RAMPS TTER. 5'MIN 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 72-1 BY TIE ENGNEER. i1EY ARE TO BE Pfl0V10ED AT NTERSECTIONS WHEREVER 121 MAXAN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILRYlA R M F X TX R K XI TI PR CROSSES CURB EG MUST D OM E E)THIN P B E S NC, WALKED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN WEER, AND SHOED NOT TYPE AS SHOWN ON RLMS OR M DIRECTED BY THE ENGINEER, LIGHT, MO SHOULD NOT BE LOCATED OP l VEHICLE STOP ACCESSIBLE ROUTING LIGHT POLES, ORE UNOBSTRUCTED MRUCTEDP INSTS, ETC. AND SLIP RE ROUTES PROPATH CQ A TING ALL PARALLEL UNOBSTRUCTED STABLE FIRM MO BLIP HAT CAN PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USEp BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12n MAX THAT THE SLOPE AT THE CONIECTIGJ OF THE CURB OPENING IS W PERPENDICULAR TO THE CURB. GUN X( M 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WEN THE ENTRANCE RABIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF AN HEAVY TRLICN NN TRAFFICTRAFFICREFER TO STMOM OARD CG•13 CAERLIAL ENTRANCE (HEAVY A TflLIOK tflAFIG FOR CONCRETE CI EDGE 2(. 2" HIGHER THAN EDGE OF PAVEMENT 10. WHEN CURB RAPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, AT X)C , SAME AS TOP OF LURE THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. It WHEN ONLY ONE CURB RARP IS PROwDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4• It 4 LANDING AREA SHALL BE PROVIDED TO MANEUVER A WEELCHAR PARALLEL & PERPENDICULAR MO THE CROSSWALK WI T GOING INTO THE TRAVELWAY. THIS 4'N 4' LADING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOGE - 12. ALL CASES WHETS CURB RAMPS INTERSECT A RADIAL SECTION OF b . 2.4" CC CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE d -MC SURFACE MIEN HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 001 i -1IOOIGE0 AS RECOMMENDED BY THE NANUFACTURER TO HATCH TIE SACK OF CUB.- A O O O O 0 0 0 0 0 0 0- L, 0 0 0 O 0 0 0 0 O 0 O O�E ENDING RN.P u OOOOOOOO OOOOOOo + : o o D 0 0 0 0 0 0 0 0 0 0 0 n n D o 0 0 0 0 0 0 0 0 0 0 0 0 ro 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x T R o 0 0 0 0 0 0 0 0 0 0 0 0 0 ' TOP DIANETEft DETECTABLE WANING LS W BARK Q GARB "-16" I VARIABLE FUL WIDTH OF RAMP FLOOR SEE NOTE R. BASE DIAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECT INSTALLED ON A RADIUS DETAIL ABLE WARNING DETAIL tvooT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ROM AND WHOLE ST"NOMOS R SHEET 1OF 5 REVISIONDATE (GENERAL NOTES) 105 20.T OS 07/15 VIRGINIA CE�ARTWNT OF TRANSPORTATION 502 GEOTEXME ORANAGE iARR1C (OVERLAP r-O- AT TOP) PAWD SHOULDER LONGITUDINAL PERFORATED PIPE "D-4 STMLIZEO OPEN W-29 AGGREGATE CRUSMINO STRENGTH TYPE OF PIPE GRADED DRAINAGE PAVEMDn r y_ NW.T 4" ROIL pIAIETER LAVER .•.•. •.•. SUBBASE LAYER :•::: �!t :••'- A- WE SMOOTH WALL PVC ,IO3 SUBGRADE GVTLET PPE CORRUGATED K AApRTO N-252 SEE NOTE 1 657 AGGREGATE, RW AGGREGATE OR GRUSFED -o- r-o- (LASS •DFTPIG • ORMATKN WGUAEMn4T. NON -PERFORATED OUTLET PIPE FOR USE 1 UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) IMERORAN SHILL IN COM IRFD UNnQR CURB AND GUTTER. GEOTEXELE MANAGE FABRIC (OVERLAP Y-0' AT TOP) I TYPERE CRUSHING STRENGTH N W.T A- NOT, GAETCR SMOOTH WAa Pvcl .VAS $upew WAI PE I ITO PTO ANN X WALL THICKNESS (MN) - HOES XXX TESTED ACOMNG TO ASTM D-2412 AT 5Z DEFLECTION DOWN GRADE PSHG LGA NOp NON -PERFORATED SUBBASE LAYER .:':::•� - - - --�•. -TLET MIN LW PAVEMENT Y CGECC110N $LBCRApE-� PIPE _EP BEE NOTE 1 -0' -ES PPE AST AG(MGATE. I• AGORFCAIE OR CRVSIED 5T0. 7REQ'D. STV. LID-4 RI GLASS MEETING R8 GRADATION REOUREMENT, CURB AND GUTTER SECTION / (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) 4IOULpER /�$ PAVEWNT i NOTES( E5 E P S I L 4•MIMINIMUM, ATTAINING MINIMUM 4• OF AGGREGATE ON TOP OF PPE EDGEDRANS IN GORE AREAS 2. WHEN TIE LONGMINAL PPE CONNECTS DIRECTLY WO AGRANAGE STRUCToW OW INLET. MANHOLE, ECT.1. NON-PERWOMTEO OUTLET PIPES ME NOT REOURM. 3. INVERT ELEVA11 N AT OINLET ETU OF OUTLET PIPE TO BE A IfIMW OF 1'-W' MOVE INVERT ELEVATION OF RECEIVNO ]DRAINAGE DFICH OR STRK:TUE. 4. ALL COMIECTMNS (ELBOWS, WYES, ETC.) WON PAY LANTS FOR OUTLET PRE - - - - ATE TO BE K THE SAE CRUSHING STRENGTH AS lIE OUTLET PIPE. COMAERCIAL SIDEWALK OR ENTRANCE UNPAVED SPACE 5. OUTLET PIPES AE TO W INSTALLED ON 2Z MIN. DESIRABLE) GRADE AND PERFORATED LOCATED EMERY 350-MAXNW OR AS NOTED ON PLANS UNDE RDRAN A. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-G OR OTIER DRNNAGE 1'ERrgiATED TRENCH WITH UrIDFRDRNN 9 N.G2CATE 61M1L•TLIE. PIPE 7. WITHIN THE LNATS OF A CONERCIA. ENTRANCE, NON -PERFORATED PIPE SMALL BE - - - UTILOED IN LEU OF PERFORATED PPE. MNNLINE ROADWAY B. THE LENGTH OF PPE BETWEEN THE WW CONNECTION AND THE EW-12 SHALL IRE ST'D.CTMB LIMITED TO NO MORE THAN T-0" TO PERMIT CAMERA 94SPECTION OF TIE MAN LIE h GUTTER U#RORNN BETWEEN THE LIMITS OF 5T'p, CURB IN ETHER DIRECTION CGMI.ERCI L ENTRMCE LIAR RETURNS L GUTTER GALL BE NON-PERFORAlEO PIPE. 9. IN SITUATIONS WEN FULL DEPTH OF STA lI OPM-GRN)ED MATEWAL CANNOT BE MANTANED UNDER CURB AND GUTTER. NO. 20 AGGREGATE SHALL BE USED UNDER CUB AND GUTTER. NO. 21B AGGREGATE MAY ALSO BE USED FROM TOLIZ P O< STABIED OPEN -GRADED MATERIAL LAYER AND CURB AND GUTTER. ��AL-�-,T REFERnICEICATN STANDARD PAVEMENT EDGEDRAIN v "`•' ROAD AM MGM STANDMOS 240 REVISION DATE SKEET 2 G 2 2" SOL VROMMIA DEPARTMENT OF TRANSPORTATION 701 0•,07 1 H in U H UJI I W W CL =iT JOB NO. 112066 SCALE AS NOTED SHEET NO. 9 MIRACLE RECREATION EQUIPMENT - OR EQUAL ° FUNNEL TUNNEL SLIDE PVr (;TFPS CG-12 GENERAL NOTES 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING i0 BE CLASS A-3 CONCRETE {CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, IDLES MUST BE PROVIDED FOR DOWEL EMS SO THAT ADJDINING FLARED SUES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 'ARM 5. REWIRED BAPS ME TO BE NC.5 X S" PLACED TCENTER TO CENTER ALONG 1r2'I BOTH SIDES OF TH RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE CCVER 1/,'. 12'I NAX 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 77TYPE B 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CR65SWALKS ' AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES FIRE 121 MA% HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNGB5TRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING PILL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2'NM AT $ ,2" HIGHER iHMI THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS EDGE OF PAVEMENT PERPENDICULAR TO THE CURB. AT .7(.7.' , SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADICMNOTACCOMMTYPE G TRAFFIC,OREFERATE THE TURNING O STANDARD ECGIIR3"ENTS OF COMMERCIAL ENTRANCE (HEAVY TICIPATED WAVY PARALLEL PARALLEL & PERPENDICULAR TRUCK TRAFFC) FOR CONCRETE DEPTH. 1C. WHEN CURB RAMPS ARE USE IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 10' - 24" TRUNCATED DOME G-G O O O O O O O O O O O O O O O O O O 0 O O O O O O O O OT + = 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, O O O 0 0 0 0 0 0 0 0 0 0 0 0 m _ Q OOOOQOOQCOOO 0.2" O O O z ,I 502 - 652 OF BASE DIAMETER 0 0 0 0 O 0 O 0 0 0 0 O O 0 O- -I TOP DIAMETER 0 0 0 0 0 0 00 0000000 MVARIABLE I BASE DIAMETER 4' MINIMUM. �-II PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DE -AIL DF a NOTE: THE PROPOSED PLAY EQUIPMENT CAN BE SUBSTITUTED FOR AN EQUAL PLAY EQUIPMENT PRODUCT. ALBEMARLE COUNTY GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL LPTATAT DT AAT / rATLTDAT ATI)7'LPC GENERAL WATER & SEWER CONDITIONS November 16, 2015 ACSA GENERAL WATER & SEWER COND177ONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS 77-IE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2 THE LOCA77ON OF EXIS77NG U77LI77ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT INITIAL BACKFILL BEDDING I STONE NECESSARILY SHOWN ON THE PLANS AND WHERE 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 CONSTRUCTION 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 NATIONAL GEODETIC 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 (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7,ALL 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 USOIL NSTA DURING A FUTURE EXTENSION OF THE LINE. SOIL 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT, 10.7HE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH 77-IE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFEC77VE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). File: Q:IAdminlService Authority DetaIISITD 30 - WATER TIGHT MANHOLE FRAME AND COVER.pdf •5 DOWELS, S" LONG 'A' ISLE CONSTRUCTION AT 12" C-C � IN. JOINT 5' M 12:1 MAX'B, es I 12H MAX B 2' 0 1 B RAMP J (SEE TABLED TRUNCATE. COMES A SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROA➢WAY CURB BACK OF CURB 46 :1 MAX. 20 :1 4B IM --TMIN.+ SECTION A -A PERMISSIBLE CONSTRUCTION JOINT Jop •SECTION B-B NOTE FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. CG-12 DETECTABLE WARNING SURFACE RISEM".DN IEHRENCE RDEElCE REv.7.05 GENERAL NOTES s°o 05 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB fi" CURB 0 4 6 1 5 7 2 5 B 3 6 9 a 6 1z 5 10 15 6 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CC-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION �I CO-2 CO-1 I EW-12 LIMITYPICALI ourL OF PAY FOR TOP OF CUT PAT LIMTS FIXt PAVEMENT ffS OUTLET PPE CUT OUTLET PIPE TO SUBBASE TOP On'TEW12& °^E PAVEMENT BEGIN WITH 45• " BORAME TOE OF FILL SUBBASEDITCH LINE ELBOW FILL COMBINATION LNDERptNN 'I' SHOULDER LINE FILL GRADEDITcSHOULDER LINE LINE CROSSDRAIN CD-1 AT LOWER END OF CUTSEDGE DF PAv M T EDGE OF PAVEMENTCROSSDRAIN CD 2 ON FILLS 90' rRAVEL LANES CENTER LINE SECTION RavEL LANEV 45 CENTER LINE SECTION g____-. (WITH TYPE 1SELECT MATERIAL)-3 -4(WITH TYPE 1SELECT MATERIAL) ,A J45- EDGE OF PAVEMENT TRENCH PLACEMENT \ Y EDGE OF PAVEMENT PAY LIMITS FOR Tr SHOULDER UNE OUTLET WE TO TRENCH PLACEMENT sl(OUlOER IMF BEGINWWITH 45- YPICAU►�P JL TOE OF FILL PAVEMENT SURFACE L BASE DITCH LINE TOE OU FILL r PAVEMENT SURFACE BASE / o0000000000000000 o SUBBASE P- EW12 o e o e o e SUBBASE LIMITS OF PAY FOR .o•o. o. o-o-o•o-o-o-o-o-o• -SELECT MATERIAL TYPE TORE '�� (TYPICAL) OUTLET PIPE h, 0 o•o•e•' o 0 0 0• SELECT MATEM& TYPEIORII •o•o o �1g PLAN VIEW SHOWING PLACEMENT OF o 157 AGGREGATE, 48 AGGREGATE OR CRUSHED ••--- ME!5] AGGREGATE, !B AGGREGATE OR CRUSHED CD-2 CROSSDRAIN GLASS GLASS MEETING e8 GRADATION REQUIREMENTS. PLAN VIEW 1'-0" CEOTEXTILE DRAINAGE FABRIC GEaTEXTILE 41A35 MEETING »e GRADATION REQUIRENTS. I� (PLACEMENT OF CD-1 CROSSDRAIN) DRAINAGE FABRIC 1'. NON -PERFORATED OUTLET PIPE FABRIC OR +-PAVEMENT SURFACE a BASE TYPE OF PIPE CRUSHING STRENGTH XW,T.4" NOM.DIAMETER NW.T, e" NOM.dNAETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI NNN 70 P9 NNN OR r PAVEMENT SURFACE M BASE 0 0 0 0 0 0 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE 0 0 00 - 0 0 oa o 00 00 o SUBBASE OR CEMENT STABILIZED SUBBASE M WALL THIC(NESS (MNI •INCHES . o o 6 o - . • - • o • -o•o•o•o o SELECT MATERIAL TYPE LI OR SUBCRADE (CEMENT OR LINE STMILIZEI SELECT MATEPoAL iYPEI OR Sl9GRN)E(CEMENT OR LIME STABILIZED) NNNTESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. TILE %001TN e57 AGGREGATE. lB AGGREGATE OR CRUSHED GLASS METING !8 GRADATION REQUIREMENTS.#57 GENERAL NOTES GEOTEXTILE AGGREGATE. GLASS MEETING e8 AGGREGATE OR CRUSHED Me GRADATION REQUIREMENTS. _ FABRIC DRAINAGE r-D^ 1 SORANSUBBASE ILL GENERAL NOTES LOCATED ATCFNS POINTOWHENOMTN MIDNOT SUBGRADE ARE STABILIZED. 1. TRENCH SHALL. BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO 2. TRENCH SHALL BE FILLED WITH AGGREGATE AMID THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2• CUTLET PPE SHALL BEGIN AT THE EDGE OF TIE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRACE PARALLEL TO THE SHOULDER SLOPE 2 % MIN. IS NON -PERFORATED OUTLET PIPE 3• OUUTTLLETWE SHALL 9E RACED ON AT THE EDGE LANEMENT 2%MIN. 3 AMID ELOF INAETRAVEL SHALLSLOPE LBEI GRADE. DESIRABLE) GRADE. • _ BRIDGE "- '- SUBBASE 3. ON CURB AND CUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD•2 CUTLETS FOR CROSSDRAINS, THEY ME TO BE LOCATED SO AS TO OR" INTO DROP CD-2 INLETS OR MANHOLES. 5'-0"SEATS SIZE NO. 218fB'E MIN. DEPTH) MATERIAL TY� ' 4. ON SUPERELEVATED SECTIONS, TRENCH S TO BE (RIDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. TYPE OF PIPE CRUSHING STRENGTH N W.T. 4" NOM. DIAMETER WE 6" N04. DIAMETER SMOOTH WALL PVC .103 1 0.153 SMOOTH WALL PE 1 70 P51 NNN1 70 PS NNN 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR CROSSORNNS, THEY ARE TO BE LOCATED SO AS TO GRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS. TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET WE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1"C" ABOVE 6. INVERT ELEVATgN AT OUTLET END OF OUTLET WE TO A MINIMUM OF 1'-0" MOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 5. ALL CONNECTIONS (ELBOWS. WYES. ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO N WALL THICKNESS (MIND - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETCJ WITHIN PAY MATT$ FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. NNN TESTED ACCORDING TO MTN D-2412 AT 5%DEFLECTION. BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE B. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. STRUCTURE. SPECIFICATION REFERENCE I STANDARD CROSSDRAIN XVDOT 1VO= STANDARD CROSSDRAIN SPECIFICATION REFERENCE ROM AND BRIDGE STANDARDS ROM ROAD Mp BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) (AT LOWER END OF CUTS) 232 501 REVISON DATE SHEET I OF 1 SHEET 1 GF 1 REVISION DAT 501 701 VIRGINIA DEPARTMENT OF IRANSPOR-Al ON O]/16 10B.05 108.04 07716 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 LL BACKFILL ILL AS BY ACSA STONE NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION &BEDDING NTS FIG. W-2 TD-2 Top View 6" MINIMUM ___1 VOTE: RESTRAINED JOINT FITTINGS. -- - - - -- Side View rW1 2" Minimum .4-Ao%d QM A" Steel Beam,(min, size) .4 3' min. penetration into undisturbed 45' soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE- 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL RAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL 4s'D'O' IN UNE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 7 CU. FL #68 STONE - NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES - 2' TO 10' - �8"-22"...._- 8" GATE �' '"I VALVE ol 1J TEE 2500 P.S.I. CONCRETE EASE AND THRUST i1��j BLOCK AGAINST UNDISTURBED STABLE \V/ SOIL. STEEL PILE WHEN YHE SOIL IS DISTURBED 7 WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL" IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. I TD-8 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID TL 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 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI 8"MIN INTIAL BACKFILL* EMBEDMENT (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER NO, 68 STONE - _ HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL Ajmm"___� Pft�PONDITIONS ARE UNSTABLE NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 'o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. a FINISHED GRADE 0 ADJUSTABLE TRAFFIC RATED II VALVE BDX W/ LID II z I a z N N a --- M.J. GATE VALVE WATER LINE L_J . 25M P.S.I. CONCRETE lT A 2'x 2' BEARING AREA. THRUST BLOCK ', 4 A d d. a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 �E �rn UI ,5 iN E wN 01 nil E Sa Va vl mm vW \ N� U ofF `a E O c Eoa 3 !g F Nu E1J '-'NiuE LU U Ag - En LL n JW W o 0OU W ao s E 6 \z �E E vRD u E " \ E h m �0 u 0 r I z o �E cE �E �E <_E EE_ �W:E ME o GO N Nb EDGE MP, W-C' N N ED LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 5' MIN. VDOT CLASS 1 RIPRAP (TVA) 51 3.0' MIN. •., 6" .. VDOT NO 1 STONE BEDDING I I B" O f'2 P) ^ CONCRETE ENCASEMENT SECTION N OT TO aA A -A 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 BACKRLLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP. SEWER TYPICAL STREAM CROSSING N.T.S FIG. S-7 TD-38 SCOTT/R. (7b3,LINSIZ I--, Lic. No. 035791,E pow 02/15/21w4 1 `rSlnnrAT. SVLIO Vl ( Z z O I ' O H Lin w 0 i ; � u Z O i 5 : WLU L ( Ul I - Q LU J z �I LL_ r n LU J I- 1� JJ JUj 2 � 0~ 0 `� Y 0 W LU V H LU O w w d L=n JOB NO. 112066 SCALE N/A SHEET NO. 10 1992 FENCING AND I � ORP LINE SNFENCE I OW I /\ BOARD FENCE maAso — CORRECT TRUNK ARMORING am TRIANGULAR BOARD FENCE / — Plant Legend / EXISTING STREAM BUFFER \ I Il / TH 33S J / `AREA OUTSIDE RESIDENTIAL— � 9 / LOTS: 33,500 SIF - GAUGE WIRE 1 \ WITH RUBBERLE WITH RUBBER HOSE&TURNBUCKLES HOND SE / TREE PRESERVATION \ \\ / z"xz"HARDWOOD STAKE -^��7� TREES UP TO 4" CAL. SHALL BE STAKED AREA: 1g,695SF // f CUT& REMOVE BURLAP FROM TOP WITH z-z"xz" HARDWOOD STAKES. J Il{j TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH EQUALLY TWISTED, p1 / COMBINATION OF \ 1 1 1/3 OF BALL AS SHOWN 3 SPACED, DECIDUOUS&\ ` \ SCARIFY SUBSOIL TO 4" MIN. DEPTH 1 - ANDTURNBUCKLES. LOOPHOSEAROUND EVERGREEN TREES _ TRUNK. FLAG WIRES WITH COURVEY TAPE. MULCH SAUCER /} REFER TO SPECIFICATIONS FOR � FINISHED GRADE � /`I /� FURTHER INFORMATION % I / I J TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE�� / \ LIMITS OF TREE PROTECTION - -EXISTINGI 0' 4�'y FENCING TO PROTECT THEE GUYED WITH 3 EQUALLY SPACED PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) TOTAL SITE QUANTITY COVERAGE (so TREES UAP ULMUSAMERICANATRINCETON' PRINCETON'ELM 1 10-12'HT 1 397 1 29 1 11,513 QS SHUMARD OAK QUERCUS SHUMARDII 1 10-12' HT 1 329 1 25 1 8,225 QP QUERCUS PALUSTRIS PIN OAK 131/2" cal. 1 471 1 46 1 21,666 QP QUERCUS PALUSTRIS (OFFSITE R/W) PIN OAK 131/2" cal. 1 471 1 3 1 1,413 UNDERSTORY TREES EVERGREEN TREES IN JILEX x'NELLIE R STEVENS' NELUE R STEVENS HOLLY 5'-7'ht. 1 44 1 23 1 1,012 MG I MAGNOLIA GRAN DI FLORA'LITTLE GEM' JUTTLE GEM MAGNOLIA 6'-8'ht. 1 82 1 18 1 1,476 TOTAL CANOPY I I I 1 1 43,892 SCOII R. LLINSZ U Lic. No. 035791,E ° 02/15/21 w� S)'IONAL Ez W C7 N STREAM B WOODED AREAS TO BE \ HT TREE TWISTED, #12 GAUGE WIRE WITH HOSE ANDTURNBUCKLES . LOOP HOSE �� _ / GUYWIRES WITH RUBBER HOSEAND Note: Total Canopy does not include the (3) Offsite R/w QP trees O U PRESERVED ON THE SITE _ — l _\ _ _ AROUND TRUNK ABOVE � TURNBUCKLESz UP TREE /3 NOTE: OT o - i — —III III - —_ III ESWITHBRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS \y z"xz" HARDWOOD STAKES, ALIGN i. STREETTREES PROVIDED 40' O.C. AND 5'-2o' FROM PROPOSED UTILITIES. �/ IIIIII ✓ —II FOR ADDITIONAL INFORMATION. / TOP OF STAKES 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE I U % HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY = o ITI HIP AMENDED SOIL MIX /J I I MULCH SAUCER TO SUPPORT THE OVERALL HEALTH OF THE PLANT. It ,III COMPACTED SUBGRADE �777//"'4 JI I\ Y AMENDEDSOILMIX 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE � �I/yt1� MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES L III " _ = AND ACCOMMODATE PEDESTRIANS. 3 Tree Planting and Staking Detail III III 1 - III=1I 4. TOTAL STREET FRONTAGE = 99o' (INDIGO RD) & 840' (CRIMSON ST) = 1,830' g LOT 1 III 1= REQUIRED STREET TREES: 46(1TREEPEREVERY4o'OFSTREETFRONTAGE) to 5 Not To Scale —I CUT AND REMOVE BURLAP FROM TOP PROPOSED STREET TREES: 49 : 0 0 /-- 1/3 OF BALL AS SHOWN III NOTE: g9o' OF STREET FRONTAGE ALONG INDIGO ROAD ti �� _ -- — —I SCARIFY SUBSOILTO 4"MIN. DEPTH REQUIRED STREET TREES: 25 Z z O LOT 1l+ -III—III —III=III=11 II III COMPACTED SUBGRADE PROPOSED STREET TREES: 28 NOTE: 840' OF STREET FRONTAGE ALONG CRIMSON STREET O F O 0 III III \ \ �\ REQUIRED STREET TREES:27 ~ U V) a Evergreen Tree Planting Detail PROPOSED STREET TREES:21 (n m LC�T 13 Not To Scale TOTALSITEAREA: 5.841ACRES 254,434SF H Lu O m y o \ TOTAL STREAM BUFFER AREA (OUTSIDE LOTS & ACCESS ROAD): 0.769 ACRES 33,500 SF \ in z N — TOTAL ACTIVE RECREATION AREA: 0.102 ACRES 4,450 SF / > g = 0 CANOPY REQUIRED = 20%(SITE AREA - STREAM BUFFER - ACTIVE RECREATION) W c w y \ s \ CANOPY REQUIRED = 20%X(5.84i AC - 0.769 AC - 0.202 AC) H 3 TREE PRESERVATION \ � CANOPY REQUIRED (20%) = (5.843.AC - o.872 AC) X 20% o.994 ACRES 43,299 SF � In o AREA: 5,io55F \ \ \ PROPOSED PLANTING CANOPY CALCULATIONS: i.008ACRE5 43,0925F ¢ \ i ` Source: Va. DSWC Plate 38COMBINATION OF o8-2 �"\' �i o V DECIDUOUS & Conservation Plan Notes: �Iv y v EVERGREEN TREES ��\ 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT III - 401 / PROPOSED 6' \ o f4 LANDSCAPE AND ��\ OPEN / PROPOSEDPRIMITIVE �� CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE MAINTENANCE l �� S EC TRAILWAY(TYP.) \ \T TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE € \ / \ COUNTY ENGINEERING DEPARTMENT. \LOT/12 EASEMENT / s 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL Z County of Albemarle ,�� CI�•369 ConservsHonPlanChecklist- TobeplacedonLandscapePoor, �\ SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. (Handbook, pp, IH-2S4-111-297 for complete specifications) LIMITSOF REEPROTECTION 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES 1. Tkefonowmntt<ms.baBbesbe�:aea,neola": I� -/ \ LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE eo ZI Trees mbesaved; /I I LOT 1i \ ` FENCING TO PROTECT THE PRESERVED AND PROTECTED. El Limits of clearing (outside dripbneofarms tobeszved); I \ , WOODEDAREASTOBE 0 ® Loceeonand type ofprotectivefen©ng, � GG \ PRESERVED ON THE SITE S 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE 0 Grade changes requiring tree woos or watts; a LOT ZV�, ` \\ PRESERVED AND PROTECTED. 0 Proposed treneldng ortunneling beyond the hunts of clearing. .m. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. rN - 0 All toes to be saved shall be marked with print orribbon at a height cleady visible to equipment operators. LOT ^ 0 I �� • / \� \ � \ � \ O o No grading shall begin until the tree ranking has beeninspec[ad and approved by a County leaspector. 1 '\ \ N 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED / LOT 1^7 \ \ \ BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 3. El Tree Conference: ` I -�\ / / \ \ / Tree praservamn and protection measures shall be reviewed wide the conhacror on site / 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR 4. EonmmentOperation and Stormier II f r I '° x/ a / \ \\ \ N \ / / OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS > equipment, storage ,ruing par,W p — \ \ \ c OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST � Heavy ui ment, ve}dcWar traffic and sfor a of construction ma[edals including soil shall not be tted witlur the dri Imes of trees \ to be saved. ) \ \ \ `% d \ / EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT o / C \ TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. - L9 5. 9aB E "elan add Nformwa0 r Da[ nBan De k : LOT 9 LOT 18 N \ rn ® sod devices shall not adverselyaRea esmb awed. \ \� / \ \ N \ i 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND r z m \ \\ \ \ PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION 0 e. Fire,: �\ - '',.\ `\ �' o fl Fires are not pemritted within 100 feet of the dripline of trees to be saved. _ - ° - a AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A 7 M Q — ' � s � / � PROFESSIONAL FORESTER OR TREE SPECIALIST. o 7. Took Materials: . _-- `� ° ® Toxic materials shall not bestoredwithin100feet ofthe driplineoftree;tobeseved. \ \ \ / 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND 0 0 x \ \ \ / PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT N o S. ProtectiveFinaimm: I: I PE� \ -�. \ \ \ �' ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL 0 0 Trees ro be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. I I I� — \ `\\ / Lj IS LOOSENED. W ZI Fencing shall be in place and shall be inspected and approved by a CountyInspectorprior to grading or wms cdm 1 OT � I I1 A _! \ \ / M O 9. Tree Well.: / L.t,( jJ\ _� .O]2A • �' \ \ `\\ \ / 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN 4 F� 7 \\ / MEASURES REMOVED DURING THE FINAL CLEAN-UP. 1 0 ® When the ground level most be raised within the dripline of tree to be saved, a tree well shell be provided and a contraction detail / I\ \ I _ - \ ` \\ N , /) s"bmit silferappravat. — — - I ie >< PROPOSED 6' \� � \ \ \ \ \ \ \ � / \ (p \ CD v J 0 ]O. Tree Walls: \c +d I PLANTING STRIP \ \ .. \ VOL. \ ,r \ > \ \ \ \ \ ` W CA J N 0 LYhen the ground level most be lowered within the dripline a tree to be save], a tree wall shall be provided; and a construction detail /'� : to to submitted for approval. e I� " LOT 1, N 11. Trencbine and Taanelme: -- LOT z Al -.I �� E \ T I A V V A \ EXISTING soo C�1 Q N-I. When trenching is req.rad within the limits of clearing, it shall be done as far away front the tranks of tre sa as possible. Tunneling / I - i\ \ \ \ \ STREAM BUFFER \ Z 0 under a large tree shall be considered as an alternative when it is anticipated that necessary trarcldng well destroy feeder roots. \ I tI - _ I t \ \ \ i111 s� v A A Q r RECREA O 'o s o �. LI Pi g F - LOT 20 I �" AREA �' A ® Protec[Poe fencing shall be the last items removed dun the final aleann . •' ° t- 14. Discussed Treer: � : ( � � � � � - � � � ® Damag trees shall be treated immediately by prunsimnorldimtion mother teethodsracommeraed by a tea specialist / \ / I :LOT -- II I I �\` \ ' L i NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION / \ + _ ,r-^ \\' \. \ \ o / y REQUIREMENTS. / Y I ° q.xi I �I\. . \ \ \ \ \ \ \ \ \ 2g LAP r s \ \ \ \ r W w J oz/1s/z1 _ — LOT 5 I LOT 21 I I \ \ \ \ Lu V i OWNERSIG ATURE (DATE) (/J 2�\\ \\ 0 2 Z CONTRACT PURCHASER SIGNATURE (DATE) 1 I : LID T I \ \ \ \ \ S \ I C 6/1)O6 Pape 1 of I \ km JOT2� i 28 25QS LOT 30 LOT 1s \ \\ \ \QW { LOT I _ Q o NOTE: _ TREES(TYP.) I -flGLY-a 1. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL LOT 'I I ~ — I" -�Ln NEED TO BE MAINTAINED IN AREA BETWEEN 2 TO FEET ABOVE GROUND AS A CLEAR \ 4 LOT 27 \ ` \ \\ \\ \ 1 J ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. O a I — \ O \ \\ `� Y T C o \ 1� � QLOT23 LOT D E U) Ul _ 0 z \\ �-% �, w J (=B) M LOT 2 LOT 24 O 2 \/ z .'x � � / o LU Z 3 I �� Q N :•I � Z J LOT 33 LOT \ oL j 0 31N LOT i j 25 \ V ! �i A w 0 - — / (0.025 AQ sn jr 111 / 1LL 5� LUb o — — — (49) QP STREET 30 60 67� TREES 0 15 30 z\p21 l 306 y y SCALE DIUS 1 30 n m — \ CROZET ( IN FEET ) \ o SHEET NO. 0 1 rf/ \ 11 66�� GOAL I FENCE PARK I iDcn = so f m 10 Design Year: 10 Project: Foothill Ph W Job #: 112066 Prepared by: Design Storm Yew = •1 •• •'1 • •a 1 II 1 • • 1 0' 0 • a •' 1 •• a • II 1®' � 1 1 •1 1 1 11 1: -©--_IIIIIIIIIIIIIII■--- '®•' '®' IIIIIII� 111 ®_�_®' ®_ ©' 111 1 1 111 IIIIIII�®�® -�--_IIIIIIIIIIIIIII■IIIIIIIIIIII■-- '®' III 1 1 1 11 ®��® ®_- 111 1 •1 111 �_®" �_®_--IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- ®-���� 11 '®' ®--IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- �' 111 1 •1 111 ®���--IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- ®- 11• IIIIIIIIiGi� 11 11 11 '®' �--IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- -�' --_IIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIII,-- . • 11 �® 1 1 .1 ®�®' IIIIIII� -���� 11 '®' ®---IIIIIIIIIIIIIIIII■IIIIIIIIIIIIIIIII■-_- -®--_IIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIII,-- "®• '®'� '®" 11 .' ®_®_�_®' ----_------IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- ®-���� 11 '®' ®--IIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII,-_- Structure Area Cyr tr Ova (Acres) (Min.) CIAT CIU 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 11 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 1.0.72 5.0 # RANA ° � ) 990 ACRES .' ZONING 6-I&SID�]TTAL I III (())j•:. I 3 24 PG. 271 19 YD_8 . I I I 56A2 - 300 JONES- I , BEND MARTIN I OR SARA BE .I w I I 0.2120 ACRE I I ZONING: R- SIDENTIAL D.B. 4369 PG. 1 9 II LOTr; } U I ' Y � ice ! I v! I I I YD i4 I a I I BEASLEY,ALBAO OR PAMELA B I I 0.2120 ACRES I ZONING: R-6RESID - YDz �OTS I B. 2275 PG. 096 I 0561 2-0 0-00100 L07- YD 1A OCAILBEY , GERARD E \ I I. 0.2710AC \ I ZONING: R- RESIDENTIAL I D.B. 28 .731 YD 4 �tQTz I I �07' YD 6 I 28B cur Table 6: Sump Inlet Design Table IIIIIIIIIIIIIIIIIIIII, "'®�. III®®' 111 11 ® 11 _-__------_-- IIIIIIIIIIIIIIIIIIIII, ' '®" IIII�®® 1 11 1 1 ® 11 _-__-----{�-_-- ®---____-_-__ IIIIIIIIIII� IIII�®®�����®��� YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH' (ft) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE 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 I YARD INLET N/A 24' 673.00 YD-1 12 75.30 2.30% 667.82 666.00 HDPE YD-1A YARD INLET N/A 24' 671.90 YD-1B 12 15.02 2.16% 665.90 665.49 HDPE YD-12 YARD INLET N/A 24" 664.00 YD-11 12 28.00 0.50% 661.36 661.20 HDPE YD-10 YARD INLET N/A 24" 665.11 YD-9 12 31.09 0.50% 661.10 660.92 HDPE YD-8 YARD INLET N/A 24" 665.91 YD-7 12 75.61 0.50% 660.82 660.42 HDPE YD-7A YARD INLET N/A 24" 666.09 YD-7B 12 14.72 0.50% 660.32 660.23 HDPE YD-14 YARD INLET N/A 24" 669.25 YD-13 12 67.71 4.30% 664.00 660.92 HDPE YD-18 YARD INLET N/A 24' 663.63 YD-17 12 47.26 5.76% 658.00 655.05 HDPE YD-16 YARD INLET N/A 24' 659.05 YD-15 12 TO18 2.15% 654.95 654.04 HDPE os6A2-0 oo72A6� �� _, •+;. w,: , ! CLAUDIUS CROZET PARK �� ~w\I \ice C�T32 11.6650 ACRES 1\ ZONING: RURAL ARE fiM W N \ D.B. 1536 PG. 408 / �� \ �'•�, r t pT \ GRAPHIC SCAM 33 50 0 25 50 700 200 rA �� �� 40T� �I 34 ac I I ( IN FEET ) �- �'� K��� �'�� �� toT3S T� I I inch - 50 ft. 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 n c im a d d y ry d 0 m E s m 0 ffi 3 m W U U c .22 01 om c m m ry a m m c E c O 0 `` o w 10 in c' N w t a '° N ❑ a > J Q U U d d CT N♦ N y m H a v H Left 0.17 0.86 0.00 0.58 0.0010 0.0200 2.0 0.0833 4.1650 8.40 right 0.10 0.86 0.00 0.0010 0.0200 2.0 0.0833 4.1650 6.88 12 3C 6.0 binedflow 0.12 0.264 6.05 Maximum allowable spread=15' left 0.13 0.76 0.00 00010 0.0200 2.0 0.0833 4.1650 7.25 right 0.48 0.76 01.151 0.00 :0.334 0.0010 0.0200 2.0 0.0833 4.1650 11.83 20 3C 6.0 bined flow 019 0.418 9.59 Maximum allowable spread=15' left 0.18 0.72 2 0.00 0.0010 0.0200 2.0 0.0833 4.1650 8.03 right 0.09 0.72 6 0.00 0.26 0.0010 1 0.0200 1 2.0 1 0.0833 1 4.1650 1 6.19 28B 3C 8.0 combined flow 1 0.8 0.09 1 0.207 1 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 c in N P. _ m C dp, 0 N `✓ c y2 y OU Z,• d rym U V � � � O � F 'gyp' �L' W 2 o m a Q E a > Q Ci U O O O Cd . in left 0.17 0.86 0.146 0.95 0.00 0.95 0.0010 0.0200 2.0 0.0833 4.1850 right 0.10 0.86 0.086 0.56 0.00 0.56 0.0010 0.0200 2.0 0.0833 4.1650 80.2 12 3C 6.0 combined flow 1.5 0.17 1 0,365 8.36 Maximum allowable spread=15' left 0.13 1 0.76 10.0991 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 1 0.0200 1 2.0 1 0.0833 1 4.1650 14.20 20 3C 6.0 combined flow 3.0 0.27 0.578 13.25 Maximum allowable spread=15' left 1 0.18 1 0.72 10.1301 0.84 1 0.00 0.84 0.0010 0.0200 1 2.0 1 0.0833 1 4.1650 9.63 right 1 0.09 1 0.72 10.0651 0.42 1 0.00 0.42 0.0010 0.0200 1 2.0 1 0.0833 1 4.1650 7.43 28B 3C 8.0 combined flow 1.3 0.13 0.286 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 w v c a p N o a fl s o 0 m N C � � + Tc 2u _ o > -ai p o a 3p 2 ' o m m m N W , E m `o '3 `m �_ ; m `o� > a Lu o 0- - d (i d ci c6 1. w° ro a 10 38 8.0 0.17 0.79 0.134 0.54 0.00 0.54 0.0300 0.0200 1 2.0 1 0.0830 4.1500 4.30 0.93 3.5120 1 0.1463 1 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 0.1463 0.1634 4.93 1.62 1.00 0.30 0.00 Maximum allowable spread=14' 22 3B 12.0 0.30 0.72 0.216 0.86 0.00 0.86 0.0335 0.0200 2.0 0.0830 4.1500 5.03 0.88 3.5120 0.1463 U.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 1 0.0830 4.1500 4.98 1.00 3.5120 0.1463 0.1663 5.86 0.68 1.00 0.66 0.00 Maximum allowable spread=14' 28 3B 12.0 ❑.03 0.70 0.021 0.08 0.00 0.08 0.0626 0.0200 2.0 1 0.0830 4.1500 1.87 0.95 3.5120 0.1463 0.1590 3.52 3.41 1.00 0.08 0.00 Maximum allowable spread=7' Table 7: Grade Inlet Design Table Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, It is 0.013 Inlet Hydrology Curb and Gutter Inlet � � a N N O m m o c c a .p.. U C N a N N +X p N N N O. 1r i0 O " > iJl °1°i O 0 U O (� S W t U N N > C O o .3 S r+ p ` O N .°r. C 3 N ` `` CT c O ❑ c3° ui a > -1 d (i cai Ci (7 Cs U n w° a r°li io (7 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 1 5.16 1 0.88 3.5120 1 0.1463 1 0.1488 7.85 1.02 1.00 0.87 0.00 Imaximum allowable! 14 3B 8.0 0.13 0.90 0.117 0.76 0.00 0.75 0.0336 0.0200 2.0 0.0830 4.1500 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 0A9 0.0346 0.0200 2.0 0.0830 4.1500 0.95 3.5120 0.1463 0.1590 6.15 1.30 1.06r- 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 15.97 0849 .1 3.5120 0.1483 0.1385 10.33 1.16 1.0040 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 0.99 3.5120 0.1463 0.1649 7.23 0.55 1.0008 0.00 Maximum allowable 1 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 0.88 3.5120 0.1463 0.1488 4.49 2.67 1.00 0.14 0.00 1Maximum allowable: PIPE DESIGN n = 0.013 Pipe Hydrology Pipe d E c'Lo^ ,a o bb� f/j rn ry E m o c u m o+ 5 o y E d E g c o 'c ar o E 3 o E E m in 45 W .415 U U U H � O _ O � C J C N ❑ LL > I 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 OUT 0.00 0.90 0.000 1.695 6.36 6.25 0.00 10.61 653.65 653.10 22.6 0.013 0.0244 18 16.41 9.84 0.04 Pipe run: STR 12 - STR 8 12 1 8 0.27 0.86 0.232 0.232 5.00 6.67 1.55 1.55 656.16 655.66 95.8 0.013 0.0052 15 4.67 3.39 0.47 Pipe run: STR-20 - STR4 20 16 0.61 0.76 0.464 0.464 5.00 6.67 3.09 3.09 657.12 656.69 81.6 0.013 0.0053 15 4.69 4.08 0.33 16 4 0.00 0.90 0.000 1.212 5.81 6.41 0.00 7.77 656.59 656.05 95.6 0.013 0.0056 18 7.89 5.09 0.31 Pipe run: STR 18 - STR 16 18 1 16 0.09 0.83 0.075 0.075 5.00 6.67 0.50 0.50 659.00 658.50 31.2 0.013 0.0160 15 8.17 3.58 0.15 Pipe run: STR-28B - STR 16 28B 28 0.27 0.72 0.194 0.194 5.00 6.67 1.30 1.30 667.08 665.49 126.0 0.013 0.0126 15 7.26 4.42 0.48 28 22 0.03 0.70 0.021 0.458 5.48 6.52 0.14 Z98 665.39 658.64 119.7 0.013 0.0564 15 15.34 9.52 0.21 22 1 e 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 10.99 8.37 0.13 Pipe run: STR26 - 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 1.61 665.73 665.49 45.5 0.013 0.0053 15 4.69 3.45 0.22 lt SCOTT/R. CDLLINS'Z Lic. No. 035791 L� p 02/15/21 4j W N � N 0 0) M C'7 1 W CD N N W N 1 > W Uj L9 O N E kmm E W o' WC) r LU r I- Zw Nw y UJ E � r LU J� /Q CD N LU F- V / Ln Q p z LL QJ 1 i LU () V cz 0- < _j Q �1 F- Q 00 LL Q z Q O Q �1210-0 W z LU (J1�j V w w a Ln JOB NO. 112066 SCALE ill = 5O1 SHEET NO. 12