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HomeMy WebLinkAboutSDP202100013 Plan - Other (not approved) 2021-09-29GENERAL NOTES OWNER/DEVELOPER: STANLEY MARTIN HOMES LLC !! _ 11710 PLAZA AMERICA DRIVE, STE 1100 RESTON, VIRGINIA 20190 GLENBROOK AT FOOTHILLS PHASE V 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 STEEP 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 RECREATION (MIN. ACTIVE RECREATION SIZE = 2,000 SF) 33,500 SF PROVIDED FOR THE PRIMITIVE WALKING TRAIL AND PASSIVE RECREA TIONAL AREA. SEE SHEET L1.0 FOR DETAILS ON THE ACTIVE AND PASSII/E RECREATIONAL AREAS. PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET NOTE: VILLA UNITS WILL BE 1-1/2 TO 2 STORIES AND A MAXIMUM HT. OF 35' SETBACKS: FRONT: MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) MAXIMUM — 25' MAXIMUM SETBACK SIDE. • MINIMUM — 5 FEET, UNLESS THE BUILDING SHARES A COMMON WALL MAXIMUM — NONE BUILDING SEPARATION: 10 FEET, UNLESS THE BUILDING SHARES A COMMON WALL REAR: 20' MINIMUM AND NO MAXIMUM SUBDIVISION STREETS: CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT: NONE TOPO & SURVEY. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007 AND UPDATED IN JANUARY 2020. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2020. DATUM: NAD 83 EXISTING VEGETATION: LARGELY WOODED WITH SMALL OPEN SPACES & LIGHT UNDERBRUSH LIGHTING: NO LIGHTING IS PROPOSED PARKING: 2 OFF—STREET PARKING SPACES SHALL BE PROVIDED FOR EACH UNIT. ON —STREET PARKING SHALL BE PROVIDED WHERE INDICATED ON SITE PLAN. ONE GUEST PARKING SPACE IS REQUIRED FOR EVERY 4 UNITS. TOTAL UNITS = 35 UNITS/4 = 9 GUEST PARKING SPACES REQUIRED TOTAL ON STREET GUEST PARKING SPACES PROVIDED = 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 (SDP2021-00013) WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA / //. LOT Iz LOT12 _ f` LOTIt) LOT zo .' \ F / LOT 17 LOTg LOT18 i A I j \ LOT - - LOT 7 _ _ - -- LOT ig FM CREAN LOT 6 - LOT zo c, 6REA \I LOT 5 - / LOT zi LOTzg �\ LOT 30 LOTzz LOT3z LOTz8 om w \ I LOT y � � � , � - � LOT 27 \ \ 3 I. LOT 3 ° o LU z3 LOT 26 T � ---- LOT LOTzy LOT3z \ - I•' J LOT I. - --- LOTzS \ LOT33 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 3y LOT 3S i CLAUDIUS CROZET PARK / SHEET LAYOUT SCALE: 1" = 60' 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. Wi-MR11# 4/7I A/\ I 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 L1.0 RECREATIONAL AMENITY DESIGN TOTAL SHEETS 13 SCOTT/R. (15LLINS�Z Lic. No. 035791 � pow 09/27/21�� �SlOuer. EEO` U) w ix m co M =) =) a IA `n En z z c O cv (n O d O 2 O N Ln Ln v) In IA V) Z co co Ln o Ln U) Ln w 3 g g W W LU a w Ln N N z z z LL IL IL 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. w CD r1i N Ln O\i 0 CD CD �A e 00 C''i C6 CY) N 47 I n D H z LU LU U) A7i r! Q Uj Ln J z I --I LL_ LU ( ) W Q LLJ J LU O � U O O 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 L1.0 RECREATIONAL AMENITY DESIGN TOTAL SHEETS 13 SCOTT/R. (15LLINS�Z Lic. No. 035791 � pow 09/27/21�� �SlOuer. EEO` U) w ix m co M =) =) a IA `n En z z c O cv (n O d O 2 O N Ln Ln v) In IA V) Z co co Ln o Ln U) Ln w 3 g g W W LU a w Ln N N z z z LL IL IL 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. w CD r1i N Ln O\i 0 CD CD �A e 00 C''i C6 CY) N 47 I n D H z LU LU U) A7i r! Q Uj Ln J z I --I LL_ LU ( ) W Q LLJ J LU O � U O O 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 L1.0 RECREATIONAL AMENITY DESIGN TOTAL SHEETS 13 SCOTT/R. (15LLINS�Z Lic. No. 035791 � pow 09/27/21�� �SlOuer. EEO` U) w ix m co M =) =) a IA `n En z z c O cv (n O d O 2 O N Ln Ln v) In IA V) Z co co Ln o Ln U) Ln w 3 g g W W LU a w Ln N N z z z LL IL IL 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. w CD r1i N Ln O\i 0 CD CD �A e 00 C''i C6 CY) N 47 I n D H z LU LU U) A7i r! Q Uj Ln J z I --I LL_ LU ( ) W Q LLJ J LU O � U O O LL Q , 0/ lclL z /LU Jn V w a � JOB NO. 112066 SCALE kS SHOWN SHEET NO. 1 TOTAL SHEETS 13 SCOTT/R. (15LLINS�Z Lic. No. 035791 � pow 09/27/21�� �SlOuer. EEO` U) w ix m co M =) =) a IA `n En z z c O cv (n O d O 2 O N Ln Ln v) In IA V) Z co co Ln o Ln U) Ln w 3 g g W W LU a w Ln N N z z z LL IL IL 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. w CD r1i N Ln O\i 0 CD CD �A e 00 C''i C6 CY) N 47 I n D H z LU LU U) A7i r! Q Uj Ln J z I --I LL_ LU ( ) W Q LLJ J LU O � U O O LL Q , 0/ lclL z /LU Jn V w a � JOB NO. 112066 SCALE kS SHOWN SHEET NO. 1 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. w CD r1i N Ln O\i 0 CD CD �A e 00 C''i C6 CY) N 47 I n D H z LU LU U) A7i r! Q Uj Ln J z I --I LL_ LU ( ) W Q LLJ J LU O � U O O 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. w CD r1i N Ln O\i 0 CD CD �A e 00 C''i C6 CY) N 47 I n D H z LU LU U) A7i r! Q Uj Ln J z I --I LL_ LU ( ) W Q LLJ J LU O � U O O LL Q , 0/ lclL z /LU Jn V w a � JOB NO. 112066 SCALE kS SHOWN SHEET NO. 1 LEGEND: \ \ \ �TTMP: 05600-00-Q-057D0 MO OWNER: _ GLENBROOK,.LLC F�✓ ACREAGE: 9.72-AC R-6 RESIDENTIAL \ — - — — — , \ / / / EXISTING TREELINE D.B./PG.. SCOTT R. LIN:D.B./P ...v5039/66 USE: RESIDENTIAL --- -_ —--------- 100'STREAM BUFFER L) Lic. No. 035791 I 09/27/21 / / / �s—s % = — _ _ / / / / \ems \ J N I I \ — — — _- — / / / / / / ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ FUTURE PRIMITIVE CLASS B TYPE 1 TRAILWAY �c�s 16 �Z FOOTHILL CROSSING GREENWAY AREA _ _ _ _ _ _ / \ I - _ - - EX. ACSA SANITARY SEWER IN 20' ACSA SANITARY ESMT_ \ — _— — — — — , / / / — h GLENBROOK GREENWAY AREA Iy - - D.B. 1997, PG. 235 EXISTING LOT LINE \_ \ - - -- --- / y i� ' i' \�� 100'STREAMBUFFER - - _-+ ----/EXMHPSVOS-17 TMP: 056A2-04-00-000AO / , ' - - - - - - _ `� \ \ \ \ / / / / IL _ _ -. - \ OWNER: PARKSIDE VILLAGE HOMEOWNERS / / / / \ \ J/ 7�_L J J F ASSOCIATION, INC — `/1 ACREAGE: 5.69 AC �/ / — ��'�i ���� �� ��� A \ / / A'�Ra� ZONING: R-6 RESIDENTIAL ca - X MH PSV O\S -16 D.B./PG.: 3205/626 / USE OPEN SPACE FOR THE PARKSIDE / /~ / z F-� �rCVIILLAGE NEIGHBORHOOd z �\ \\\\ � zO z zN89� °51LTW 108.79' O O NO2°�3�E 4.99' \ V 1--00-00�00 V \ \\ m CO m \ \ \ PAIt;iS�RON D�& ALBERT � . \ \ \ ` � • `,r -.=- ` , - �. / / / / / � 0.1820 AG�tE \ V A \ \ V A I I - - - EXISTING TREE AREA \ \ V A A \ \ V `w ". - o. ' ` I / l / l / / 11 l / l \ z z z KING: 12 6 SIDE TIAL vA I v v v v A v-- v \\ �\ v / / / /I / / >> g g g B. 49 46 \ \ - INCLUDES A MIXTURE uj w a a a I \ \ \ \ . �" " " 1 / / -OF EVERGREEN AND G° N \ \ \ DECIDOUS TREES U43 IV A v'056A2-04-0- V -- ��-��� A v v--L a a a \ \ \ \ MURRAY,pENIs 0.176o nc s \ - - —� ♦ \ � \ — — 1 I , , — > — / �� t \ ` . V ".,1 " " " / / I � l l l I � \ ' \ A A \ zo vnvG: R-6 sID TIAL\ 1 m — — — — — — ♦v V — V A v V A �� / V A \ \ \ • '.`v `" y ++ , /l / / l v oBECK, JUS 56A,JUSo-oowo AR DEND v v ♦�v —�—/ / �� 1 �-\LES \ I r \ \ W \ \ \ \ IJIx 0.1850M EHAUSMAN O O�AC \ I II \ \ / // / 1 ! \ \ 1 I I \ \ \ \s \ \ \ ♦ \ \ -"• � `.' ij ; r l I I I I l ZONING: 6RESIDEN ♦ \ \ / '� 1 \ I I I \ \ \ \ `i 1u' \ I ZONIN . R-6 SIDENTIAL I -- D.B. 3640 82 - ♦ \\ / / �- _ i / / \ \ /) \1 \ \ \ \ \ - \ 1,-\ �• -i", /I / I 1 '\ / \ \ \ s \ - \ / // / \ \ \ \ \ \ •i O l 1�4- \/ 0056I1A2-04-00-500- I�I 056A2-04-00-00700 \♦ s >s/-500 PARTNERS iHM NJAMA M♦ \ \ . // I EX. 20ERGENCYR — \ 3z \ I O.lA90A RE6 \ y I OR C �- -<- OR JENNIFER / / __ \ \♦ \� \ \ ACCESS ROAD \ ZO G R-� RESIDENTIAL I II 0. 80 ACCI E@ r - / 0.2390 AS;RE'S I / \ ♦ \ EXISTING CREEK \ \ \ \ \ \ I EASEMENT \ I Z NING: R-6 RES NTIAL- ZONING: R-6 IDP,NTfL / / ( \ \ ♦ - - \-\ \ \ \ \ 1 I DB 5420 PG 586 \ \ / w N N N \ D.BI 510 PG. 85 1 I in _ \ \ \ \ \ \ - \ l \ - / i 1- v�i 2708 PG. 619 _ _ D.B. 2229 PG. 29 / / ( \ \ 1 I I \ - --- - - USE: RESIDE\��� 1\ \ 1 \\ \\ 0 6A2-oa- 0-01400 BERl E JR o1 I ef6A2-0a-00-00800-pl OR xAREN A /o.z27o ACRE Rox c V 056A2-04-00-00400 / - — — — \ / \ \ \ \ \�♦ \ \ \ \ — \ \ \— — — — — \ \� / \ — — — ' fit! \ I �I o�s KL N G ZONING R cHARb RES ENTIAL I `° O.1740 A '� , s- \ \ ♦ \ \ - _ \ ---- I A A V A V A V A A A D.B. 2838 P 641 \ I ZONING: R-6 RESIDENT _ y - I R OANA \ \\\ \ -\� - \ \ i / - - - D.B. 295 PG. 115 I I I - ZONING. R 6 RES IAL \ \ \\ \O \ \ \ \ \ \ \\ / 1990ACRES v A v \ V _ v o56A2-o4-00-0 00 ---- I \ I y I \ � - i I D.B. 3924 PGR7C SCOT D I 056A2 04-00-00900 I /' h / V A V AEXISTING TREE AREAS \ \ V A \ V A A \ V A A A - \/ SIDENT N \ INCLUDES A MIXTURE / R S F 1 I GOADxOUSE, STEPHEN - OF EVERGREEN AND \ \ \ \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ �OR URSULA �' / / v \ \ \ DECIDOUS TREES \V A�\ V A \ \ \ \ \ V A A \ V A V cM .1980 CRES / I I � _ - _ EXISTING \ � \ \ TMP: - 05600-00-00-057By ' ' ZON G: R 6 SIDENTIAL i 0.1760 ACRE / / I ° 6A2-oa-oo 003$0 —�_ _ LL —MANAGED v \ V VA \ V A VA� V \ V A WNER: GNB&OOK LLC \ / D.B. 4 11 PG. 263 I� ZONING: R- RESIDENTIAL r I \ \ \ \ c`i D B 3551 P . 086 I JONES MARTIN SLOPES \ \ \ \ \ \ \ \ \ \\ \ `` \ \ p\ EX. 20' SANITARY \ \ \ \ \ \ AEAGE: 9�.32 AC \ � -- I R'SARA BE H / '� \ V A \ \ \ \ \ V A - ` I \ \ \ \ ♦ \ \ \ \ N SEWER EASEMENT \ \ \ \ \ ZONING: R-6 RESIDENTIAL— \ 0.2120 ACRE / ' \ \ \ \ \ \ \ \ \\ \ \ \ \ \ DB 1997 PG 235 / / o56Az oa o0 01000 — — / / A \ \ \ V A v A D.B./PG.: 5039/75 / 056 - - - y pp - W z I ZONING: R RESIDENTIAL/ \ \ \ \ \ \ \ 1 \ \ \ \ - i GR , EMIL / p OWANHH•L,.JO T�IAN - Z I I D.B. 4M9 9 / \ \ \ q \ \ \ \ \ \ \ \ \ \ \ \ \ CZ i� M 0 OWAN Q I = \ \ \ \ \ \ \ \ \ \ \ USE: —SINGLE FAMILY RESID IIAL I \ LIZABETHF I I / v\ \\ \ \\\\ \ \\ \\ �\ N \ \\ \\ v v N 175o A s . � ,� � I / SIDE � / v / \ \ A A A \ / A \ \ v � � � — — v / I �� ZO : R-6 RES NTIAL �j ONIN-6 RESIDENTIAL � �~ - - D.B.253PG.177 -� m�� , I - �A\ \ V A V vV \ \ \ \ \\ \ A u\ D.B. 4479 G.396 i \ i i / J Z a I 056A2 04 00-00200 - \ \ \ \ \ \ \ c�\ \ \ EX. STORM DRAINAGE \ \ \ \ O B B \ I \ \ \ \ \ \ \ \\ \ \ o \ " EASEMENT \ BENCHMARK: / / / ,' \\ \\�.. i/ v A v v v v C5 v y v / W / •: , 7 ` I I I O� PANIELA� \ \ I \ \ \ \ \ \ \ \ D8 5389 PC 75 �\ SEX MH PARKSIDEVIL-1-14 1 / / / / / , \ / Y\ os6A2-o-o o I, I EAI I V / / N�120ACRRIM-640' S KELI NING: R INV IN337 DIB. 2275 P6 INV OUT=633.4' RSIL \ ENTIAL Q — / ti D PG. 21a I JI lJ ' 1 ' 'sTEABFER W r I TMP: 5600-00-00-057B3 J 056A2-64-o-0 100I OWNER: STAyLEY MARTIN COMPANIES TMP: 056A2-04-00-000A4 JUSTIN F & ER PIC L LLC A \ LuOWNER: CLAUDIUS CROZET PARK, INC ZONING: R-6RIDENTACRE\ E: 5.�/4 AC a Lu - \ / D.B.481'4 PG. f\\ ZONC: /RI6 RESIpENTIALACREA E: 0.41 AC 1N01O \I I1 1 I 1 VAI i/ \ \v\ AVAA\ 20' SANITARY SEWER 1 tn ZONING: R-6 SID TIAL 9. �/PG.: 5 58/506EASEMENT e0cOD.B./PG. 3357/512 I \ \ \ \ \ A \ D.B. 1997, PG. 235 \ -_ - _ _ \ EX. SEWER CEASEMENT RYI V A V A STINGLOT LINE \ V v V A A I J e„ Tf�IP� 056A2-01-00-07200 — — ; ' - \ \ - — — — / / / \ I tR D i 5389 PG 86 \ N \ \ \ EXI OWNER: CLAUDIUS CROZET PARK, INC v� v vv -- / / / / / / II AI ACREAGES 10.73AC �z- v —_ --- // / / / / A V A A V �\ V A V v V A Av () ZONING: RURAL EXISTING 12^ WATERLINE �_ — — _ — — / / / // // / / // II EXISTirr LINE g� s \ \ \\� - / \ \ \ \ \ \ \\ \ \ 1 \` D.B./PG.: 1�6/408 ,� • oo� �� s� \ V � �.. ��� / I / / � I / I I � \ T� 1 I\ \ A V A \\\\\ \ � \ � � v v r �0, A Lu v v �W N\V V V v A v V �gL <f EASEMENT RESERVE I V / I A \ 1 A \\ \ V AA V A V v FOR FUTURE EXTENSION v / / A V IV I II 1 1 A \ 1 A\ \\ \\ y\ \ \ \ \ v v v \ v \ \ \ \ ,� \ U) D 1 PG.456 ul vsB V V A V A \V 1 \V / 1/� \ vv vvvvvv vvvv v \V A A v Lu RESERVED FOR sueA V A V A \ \ \ \ 1n / LLI PUBLIC DEDICATION UPON � I DEMAND BY THE COUNTY \\ .tom \ \ \ \ \ \ \ \ VA V D.B. 1974, PG. 456 / �� \\ 1 \ \ \ \ \ \ \ \ rn \ \\ \ \ \ \ \ \ \ \ \ \ \ 01 TMP: 05606t0-00-057132 o, \ \OWNER: 6,ENBROOK, LLC Lu �— �_> ,,. % I \I I \\ \1 ..\...a. ♦ \\ ACREAGE: : 8.54 5 EXTING CREE.� .LLLL-W ZONING: SDENTIAC\ TMP: 056A2-01-00-072A0 D.B./PC.: 5039175 \ OWNER: CLAUDIUS CROZET PARK, INC \\ / I I \ \ `. LL , �. . `. . . C "I USE: \ SINGL€ FAMI� RESIDENTIAL \`.`.`.'Z o ACREAGE: 11.67 AC \ � � I I I \ \ \ \ \ \ ZONING: RURAL I ` ` ` ' ` ` v CD NOTES: / LL\.....\ . y \ \ o D.B./PG.: 1536/408 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED USE: PUBLIC PARK .\'. ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. \ e LL ( LL z \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ N 2. TOPOGRAPHY IS PROVIDED BY A COMBINATION OF ROUDABUSH, GALE & ASSOCIATES AND LOUISA AERIAL SURVEYS IN JANUARY OF \ o \ �.a .' • \. . J.;.' \ \ \ \ \ `..... 2007. THE BOUNDARY LINE INFORMATION IS PROVIDED BY / N52'021FW 30.65 4J°�9'5�°ELL2 .0$'. �. LL.,• .LL.LL \.y\LL. . ._.LL.y �� \ \ \ \ \ \ \ ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN DECEMBER OF 2018. 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. . . --. THE MANAGED STEEP SLOPES ARE LABELED. 1 F GRAPI-LC SCALE \ 4. A 100' WPO STREAM BUFFER IS SHOWN. `.' ` \ \ \ \ \ PcarsR jVIP�600-00-00-05500 \.`.'I.`.`.`.`. J\ `.`.\.`.`.` `.\".`.`.` so \\ o z so \ oo \\ 00 OWNER: CO TY OF ALBEMAh� C/CJ I. \ FINAN ADMINISTRA�IjjpNR�V114 J LL `-•�' ACREAGE: 2.19 AC 1 \ — ZONING R-4 RESIDEN L IN FEET) \ - 1 inch - 50 ft. v v D.B./PG.: 2397/431 \ \ Q I..L W z_ LL c \1 0 / F Lu 0 Q 0 a- / I'1 J Z I� F1 vJ W 0 I `/1 I I 0 clL W Lu r j V F_ w -, .wcc w CL Ln JOB NO. 112066 SCALE 1"=50' SHEET NO. 2 3/1G" STEEL PLATE WELDED TO POST & GROUND SMOOTH 2-1/2' DIA_ GALVANIZED STEEL POST. PAINTED WITH 2 GOAT5 OF PRIMER AND INSIGNIA YELLOW 3/4' DIA. STEEL PIN W/ HEAD W/ 3/8' DIA. HOLE FOR LOGK FINISH SURFACE / VAR. WIDTH SWM FOREST \ \ EXISTING POND APPROVED UNDER WP0201700020 / & OPEN SPACE EASEMENT / 9 / DB.5612, PG.520-531 NOTE: THE PASSI E RECREATION AREA (3 S SEE RECREATION SF) IS THE AREA LOL�TED WITHIN THE ST E DESIGN, SHEET BUFFER AND OUTSID�OF THE PROPOSED LOTS\ \ \ L1.o AND EMERGENCY ACCESS ROAD 5 Nae s \ p / LOCK EXISTING STREAM / S3 \ -LOCK PASSIVE D RECAREAT10 j \ 2jF NOTE: THE PRIMITIVE PATHWAY SHALL TIE-IN TO EMERGENCY ACCESS DESIGN . 434 THE PAVED EMERGENCY ACCESS ROAD / \ \ WEIGHT BEARING CAPACITY PEDESTRIAN & BICYCLE PAT AY FOR AN ACCESS SHALL BE 8 00o CAPACITY 3" DIA. GALVANIZED _ I., , /50o SF / ` 'A• \ 5 I CONNECTION ACROSS THE CREEK AND TIE-IN STEEL PIPE SLEEVE I p I / \ / CONNECTION TO THE FUTURE DEVELOPMENT \ \ CPAINT ABOVE GROUND " PROPOSED PRIMITIVE Xx s PORTION SAME AS POST) TRAILWAY (TYP.) 'h / EXISTING 100' EMERGENCY ACCESS DESIGN \ \ SEE DETAIL, SHEET g CONCRETE FOOTING STR720'EMERGENCY WEIGHT BEARING CAPACITY \ 3/1G' STEEL PLATE WELDED - I L I / �\ ACCESS SHALL BE 85,00o LBS TO SLEEVEROAD AND BICYCLE & S \ PEDESTRIAN PATH ��\ \ EASEMENT ` EX. 20' EMERGENCY NOTE: DRILL A 13/16' DIA. ROLE THRU / LOT 15 \� DB.5612, PG.520-531 \ ACCESS ROAD EASEMENT DB 5420 PG 586 BOTH THE POST AND SLEEVE FOR zo' EMERGENCY ACCESS ROAD PIN PLACEMENT. I \ a AND BICYCLE & PEDESTRIAN \ PATH EASEMENT ACCESS ROAD TO BE EXTENDED NOTE: SEE THIS SHEET AND SHEET 5 FOR LOCATIONS O I 1*ti z5' MAX SETBACK '; TO CURRENT TERMINATION POINT OF BOLLARDS ALONG THE EMERGENCY ACCESS ROAD I / / LOT 1L} O PARKING SIGN D6.54zo' PG.586 SEE DETAIL, SHEET g ♦ PARK RIDGE DRIVE WITHIN GLENBROOK �/ I I � \ ` \ PHASE I UNTIL THE ROADWAY INFRASTRUCTUR I �` 6' LANDSCAPING & 20'EMERGENCY ACCESS ROAD FOR FUTURE FOOTHILLS PHASES ARE COMPLETE. I \ TENANCE EASEMENT -MAIN AND BICYCLE & PEDESTRIAN S SEE SHEET 5 FOR ADDITIONAL NOTES AND DETAILS J I \ I LOT 13 \ DB.561z, PG.Szo-531 PROPOSED PATH EASEMENT \ ` ON THE EMERGENCY ACCESS ROAD BENCH SEE DETAIL, SHEET g 1 ' N SUNRoo / / _ - DB.5420, PG.586 cH N ~ OR N G' / / FRONT SETBACK 3 ` PROPOSED PRIMITIVE \ N DE ,+ 1' PATIO N ' \ 5� x NOTE: PRIMITIVE TRAILWAY TO CONNECT s TRAILWAY (TYP.) P to z8' \ � S' \ TO ASPHALT PATHWAY AND CONCRETE � �4 / ' 3- °w /�� \ „ 1 0 \ REMOVABLE BOLLARDS COMPATIBLE LOCATED WITH SIDEWALK, COMPLETING A WALKING z8 VILLA UNIT FIRE RESCUE BOX LOCKING SYSTEM FOR 33,500 SF PASSIVE � � TO BE INSTALLED TO RECREATION AREA. LOOP THROUGH THE DEVELOPMENT ` VILLA UNIT m TYPE B / J / \ yy PREVENT VEHICULAR ACCESS BUT STILL SEE DETAIL, SHEET 9 \ AS SHOWN. NOTES: N TYPE A EX. 20' SANITARY 1. THE STREAM BUFFERS SHOWN m m I \ ALLOW ACCESS FOR EMERGENCY VEHICLES. \ S O OWN HEREON SHALL BE TYPICAL BLDG SEWER EASEMENT m TYPICAL BLDG ° ��ALL DETAIL THIS SHEET MANAGED IN ACCORDANCE WITH THE ALBEMARLE AREA PROPOSED \ COUNTY WATER PROTECTION ORDINANCE. 1ARE SF ° 1 57o SF 8' PRIVATE ACCESS CG-6 CURB DRIVEWAY ASPHALT OPEN / VAR. WIDTH PUBLIC DB 1997 PG 235 30 o • + PAVEMENT SEE SHEET g SPACE C / SWM FACILITY MAINTENANCE \ z. IN ACCORDANCE WITH CURRENT COUNTY CODE, IF EASEMENT LOT 12 CONCRETE '1 PAVEMENT DETAIL 6 AC / DRAINAGE & ACCESS EASEMENT EX. STORM ` THE DEMARCATED AREA FOR THE CONCRETE DB.561z, PG.5zo-531 PROPOSED R/W (1.3 9 ) / \ BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT d CG-gD (TYP) � M \10 DB.561z, PG.53z \ S' DRAINAGE EASEMENT GARAGE 7 5 - 105' N FALLS WITHIN THE REAR YARD SETBACK IT MAY N z I % DB 5389 PG 75 e ONLY BE DEVELOPED AS A PATIO. NOTE DECKS AND o GARAGE zo'xzo' I_ I w �\ 8' GRAVEL PATHWAY AND 20 FAG 7 z5 zo. o I NO PARKING SIGN 48 I ` COVERED PORCHES MAY EXTEND 4' INTO THE REAR LOT 11 l io' ACESS EASEMENT FOR I '1 � ACCESS TO THE SWM FACILITY � TMP: 05600-00-00-0S762 YARD SETBACK. tij�B' LOT 1G !, / AND PROPOSED RECREATION AREA. S OWNER: GLENBROOK, LLC ` 3. RETAINING WALLS GREATER THAN 3' IN HEIGHT 105' N SEE DETAIL, SHEET g ACREAGE: 8.5o AC REQUIRE A SEPARATE BUILDING PERMIT. WALLS N / ZONING: R-6 RESIDENTIAL EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED NO PARKING SIGN .7 °' ��" 1 ' D.B./PG.: 5039/75 ENGINEER DESIGN. 18 WIDE I Q ::• 1 / 1 USE: SINGLE FAMILY RESIDENTIAL co DRIVEWAY zo' REAR YARD LOT 10 Q� 4. ALL WATERLINES, SEWER LINES, AND FIRE LINES MINIMUM SETBACK (TYP.) x �y/y`� LOT 17 // o S \ ` FROM THE MAIN TO THE STRUCTURE MUST HAVE A z D Q 105: h� /x e ` / VISUAL INSPECTION PERFORMED BY THE BUILDING { ti 9 N P/L / \ DEPARTMENT. _ I � I w 9 / N TYPICAL UNIT LAYOUT W/ DRIVEWAY o A i ° ROPOSED 5' SIDEWALK (N.T.S.) I LOT 9 tiR 6i �\\ LOT 1g // a PR9P0 ES D BLACK VINYL / S N / HAIN-LINK FENCE ` RIW'RI PROPOSED 6' 108 / PROPOSED CONCRETE / / TIE -INTO EXISTING I I 056A2-04-00-00400 I = PLANTING STRIP MIN. HEIGHT = 4z" / \ \ SANITARY SEWER MANHOLE / PATIO / \ \ MOORS, RI r : PROPOSED CENTRAL / A �- �N 2 Q I r MAIL KIOSK / ` FACILITY WIDTH PUBLIC 0.1990 ACRES gU1LD114 =i / 8' ASPHALT PATHWAY AND 1 I I _ � G SEPARA `I ��; / SWM FACILITY MAINTENANCE, 10' ACESS EASEMENT FOR a / � � ACCESS TO THE ` � DRAINAGE &ACCESS E1�SEMENT ZONING: R-6 RESIDENT o DB. 61z PG. z I I D.B. 3924 PG. 271 I III OPEI�t _ _ i - PROPOSED RECREATION AREA. 5 53 \ \ \ ` EXISTING 100' LOT 8 3° I SPACED 18' SEE SHEET 9 FOR PAVEMENT DETAIL FI C 1l �90� / \ \ `STREAM BUFFER I USE: RESIDENTIAL „ I - C-FI-0 2 A ��j� / \ PROPOSED RECREATION AREA PROPOSED BLACK VINYL \ </ \\\ SEE DETAILS, SHEET Li.o x II q CHAIN -LINK FENCE (9\ AREA 4,45o SF �/ \ \ 105 NO PARKING SIGNI Q MIN. HEIGHT = 4z" \\ �\ VARIABLE WIDTH PRIVATE \ \ LOT 7 I ( I LOT 19 I ♦■ \\ \�\ RETAINING WALL EX. 20' ACSA \ \ - N O \ MAINTENANCE EASEMENT S, ` SANITARY SEWER 056A2-04-00-00300 pD YI 105 N z4 II 1oz I \ DB.5612, PG.520-531 - S \ EASEMENT \ I I \ o. DB 5389 PG 86 JONE MIN TIN ¢ PROPOSED STREET I FIC FIC RCREA� ION \ �_ 28'�� ---_ 0\ VAR. WIDTH PRIVATE S a OR ARA BETH N_ LOT 20 \ \\ PROPOSED RETAI NG WALL a \ I 0.21 0 ACRES w TREES (TYP.) I I I AREA \\ I 3� ACCESS EASEMENT I ) VARIABLE WIDTH PRIVATE o \ SEE DESIGN, SHEET 5 'b , DB.561z, PG.520-531 \ \ \ ZO G: R-6 RESIE IAL x I \\ 5 - RETAINING WALL LOT 6 + I I N I D.B. 369 PG. 199 N e -1 � 8' ACCESS EASEMENT ` NOTE: ALL BUILDABLE AREAS \ \ s I MAINTENANCE EASEMENT y05' x • N I 102 \' / DB.561z, PG.Szo-531 SHALL BE LOCATED OUTSIDE OF I I I U E: RESIDENTIAL DB.561z, PG.Szo-531 ; ° I NO PARKING SIGN �w_ / \ \ I THE EXISTING STREAM BUFFER \ 1 - - LOT ') 55 LOT 21 I y$ \ \ 5 I RIW RIW I \ 10' BUILDING I \ \ 10� I \\ SEPARATION - o ` \ W j I ° - - — I g8' g' S' FRONT YARD I 6 0P p ,N, Q I G SEPION ( YP) I x ° 1 SETBACK (TYP.) " PRS��j LOT 29 I PROPOSED PRIMITIVE \ S J 10 gIJILDIN I /� J RE /� LOT 30 LOT 31 I O1 STRAILWAY EE DETAIL( SHEET g \ r 3 I I os6A2-o - _ — — I LOT 22 y% LOT 2$ \ J ( SLEY, ALBA E w �J v / \ \ m I I I ORPAMELAB DRIVEWAY ASPHALT PAVEMENT I w j 7 1 .2120 ACRES SEE SHEET g FOR PAVEMENT DETAIL LOT 4 I m CO � RAT1014 \ LOT 27 \ \ I OPEN Z I I ON N ' R-6 RESIDENTLAL �n la a P to BUILD)=95� \ I SPACE B VAR. WIDTH PRIVATE 4 p I N .B.2275PG.096 z= \ j ACCESS EASEMENT - 105' O r L — N �' (0.105 AC) \ LOT 26 PROPOSED 5' SIDEWALK DB.5612, PG.520-531 �J ; U E: RESIDENTIAL I x 3 I U � I LOT 23 \ t z5 o'BUILDING SEPARATION - LOT` No I _Q I - I x o aoll \ 5' FRONT SETBACK II -- 056A2-04-00-00100 N 1o5 + I J N JUS I E E PICKRAL I 49 \ VARIABLE WIDTH PRIVATE . noacREs I� ° � zRIW-RIW ''. % ° w LOT 2Lf \ LOT 32 \ � � �` J ZONING: R-6 RESID L d LOT 2 / °'� \ \ �d RETAINING WALL a D.B. 4814 PG. 2s0 I I I \ / CONCRETE \ �� 1zi I\ MAINTENANCE EASEMENT IUSE: RESIDENTIAL VARIABLE WIDTH PRIVATE zb 16' \ CG-gD (TYP) SCAti3k4 a 9 DB.5612, PG.520-531 \ s RETAINING WALL d I 103 °° EIP EIP MAINTENANCEDEASEM EASEMENT LOT NO PARKING SIGN o_\ 33 PROPOSED RETAINING WALL MAINTENANCE EASEMENT I I \ \ D.561z, PG.Sao 531 SEE SHEET FOR WALL ELEVATIONS DB.561z PG.Szo-531 I LOT 2 w� 5 28o' SIGHT DISTANCE LOT 1 I II � o ` , STREET SIGN TYP.) NO PARKING SIG \ j k° x i-iU SEE SHEET 6 FOR SIGHT NO PARKING SIG STOP SIGN (TYP.) o PROPOSED _ "� PROPOSED 1� / : 4 DISTANCE INFORMATION A EXISTING R/W O PARKING SIGN �r+_ I �1- ° � •� '� RIGHT-OF-WAY \ _ 4� � CG-6 CURB SIGHT DISTANCE=z8o' _ —NO PARKING SIG / _ _ y - / So' PROPosED LOT 34 tic, r ti x SIGHT DISTANCE=215 izi OPEN XISTING LOT LINE I x x %., % x x x TO BEGINNING OF____ SPACEA PROPOSED 6+0o z 'R CUL-DE-SAC STATE ROUTE 1233 E z8o 1 +oo CG-1z (TYP.) 1 / 5 °h/ (O.o68 AC) 11+0o INDIGO ROAD ; NO PARKING SIG 1z+oo a -3 -4____ SIGHT DISTAN - 1 +o0 INDIGO ROAD —� d v 15+0o PROPOSED CG-6 (TYP.) 3 LOT 35 EO l0 p LL 4 PUBLIC R/W a°" — ° N a—m m ��T - w w w w w w w w LL PROPOSED SPEED VHK. WDITFi PUBLIC R�W o LIMIT SIGN 8' ( \ 1g 310 FROM C/L INTERSECTION TO INDIGO ROAD N7Q� 42 - - - -- - - - - - - - - - - - - - J z5' MAX SETBACK DRIVEWAY ASPHALT PAVEMENT & CRANBERRY LANE NO PARKING SIGN SPACE E SEE SHEET 9 FOR PAVEMENT DETAIL GRAPHIC SCALE (0.025 AC) 6' LANDSCAP NG & 65 20'WATERLINE EASEMENT TMP. o56Az-01-oo-o7zAo 30 0 15 30 60 120 AINTENANCE EASEMENT 30• DISTANCE TO NEAREST EXISTING OWNER: CLAUDIUS CROZET PARK, INC CLAUDIUS PROPOSED5'ASPHALT DB.5612,PG.520-531 Ny2 oT ASPHALT EX. AREA RESERVED FOR PUBLIC RESERVED FOR FUTURE ACREAGE: i1.67 AC ATHWAY TO CONNECTTO NO PARKING SIGN INTERSECTION (INDIGO RD PEDESTIAN DEDICATION UPON DEMAND DEVELOPMENT & HILLTOP STREET) =465' WALKWAY BY ICATIO N P DB.1974,PG-456 ZONING: RURAL CROZET EXISTING PEDESTIAN WALKWAY EX. PRIVATE BICYCLE& D.B./PG.: 1536/4o8 ( IN FEET ) PEDESTRIAN EASEMENT / DB.1974, PG.456 USE: PUBLIC PARK 1 inch = 30 ft. PARK DB.. PG. \ Lic. No. 035791,E 09/27/21 w� o1sI0NAL E�Ol� W N O CA N W N Lu J J Lu 7 Lu �n zLU Lu U) O O N 119 = -1 ml w w a Lr) 105 NO. 112066 SCALE 1'O' SHEET NO. 3 Lic. No. 035791 )�� ,,pp09/27/21 w� k; sIq AL E�pl r. �N i \ X FAR SIDEVIL-1-14L9 LOT 9 \ \ °N �� S TIE-IN TO EXISTING Cn I — I PROPOSED FIRE I-OT 1H / o '` 7 0 I I HYDRANT ASSEMBLY-- \ \ N �' / / SANITARY SEWER MANHOLE ` z 0 I 1 �� / / ` \ ' / / \ \ REPLACE EXISTING LID WITH EXISTING ioo' M Q o 1 I 6"x6"TEE l 7 WATERTIGHT FRAME AND COVER STREAM BUFFER � i-6" G.V. � \ y 6A-04-00-0 0')MOORE, RICHA o OROANA OPENLu 0.1990 ACRESSPACE D MHaLOT ) ZONING: R-6 RE TIAL (qy 072 A— D.B.3924PG.271 PROPOSED v^, U : DENTIAL SERVICE (TPROPOSED ano C3) J m r — 0 1 LOT 1 \ \ \ / / SANITARY SEWER I LOT 7 x, r I 9 I I o \\ \�\ 5WM FACILITY \ 20' ACSA N Q I , " I II I EASEMENT 7 I IVAR. WIDTH ACSA SANITARY \ \ \ z I SEWER EASEMENT -`. I \\ S\ DB 5389 PG 86 � � ` W Q � I 056A2-) -00-00300 DB.56zz, PG.713 I RCREAN � bO\\\\ I _, , �F\ m LL o 3 JONES, NJAMIN MARTIN LOT 20 _ 1 I ORSA BETH o I I I o AREA \\\ \\\ i i fin, ` J I o I N I 0.2120 AC S I LOT 6 N I 1 MH6 \ ( / \ ZONING: SIDENTIAL i I I J I I� D.B. 4369 NOTE: ALL BUILDABLE AREASL'w 3 I USE: RE IAL — I LOT 21 I -Z zo' ACSA SANITARY \ - SHALL BE LOCATED OUTSIDE OF z `o I / \ SEWER EASEMENT \ THE EXISTING STREAM BUFFER L1 I I I 1 I — — I LOT rj 11 I !� \ DB.5622,PG.723 I \\ \ \ \ ` i. � Q 3 z3; ao' PRIVATE SANITARY 9 I \ y a Q I 1 I SEWER EASEMENT \ LOT 30 LOT 1 \ \\ \ yyy' Q o 3 I 00-00 00 i U I I BEASLEY ALB y I LOT 22 I% DB.5612, PG.520-531 ioILn OG j \\ ' PRIVATE SANITARY W m I I'� I ORPAMELAB LOT 4' I m SEWER EASEMENT m 7 s 0.2120ACRES �� I DB.56iz, PG.520-531 OPEN ! \\ \ P r J a 0 ZONING: R-6 RESI ENTIAL PROPOSED SANITARY N �0 2 Z Z _ A SPACE B _o i N D.B. 2275 PG. 096 LATERAL (TYP.) Q LOT 27: �> (0.105 AC) A \ \ �� � T ' I fY USE: RESIDENT L o — — LOT 3 •% ` LOT 23 LOT26 \� — _ \ o _ _ 0 PROPOSED 6" DIP \ 6 \ 0 o �I WATERLINE r' z ROPOSED 6"'45°BEND �. LL 1- I y z J e X LOT 24 w �LOT 32 / �� w 056A2-04-00-00100 ! LOT 2 MHS \� \ o JUSTIN F & KATHERINE ICKRAL _ z Q N 0.2710ACRES wl ZONING: R-6 RESIDENT !a LOT � o D.B. 4814 PG. 250 PROPOSED FIRE 33 I � � y � io' PRIVATE y ., � 3 zi+oo INDIGO ROAD 3 _ 4o PUBLIC R/W w w w w w w w HYDRANTASSEMBLY 11LOT 2 �: / SANITARY y. . y w 4 � O USE: RESIDENTIAL II LOT1 8"x6"TEE �r 5 \ j 0° yy \y y .yyy W ♦� VAR. WIDTH ACSA 8"x6" REDUCER tiIx SEWER EASEMENT y y Yy \ �. PROPOSED TYPE A DB.5612, o WATERLINE EASEMENT 1-6" G.V. BLOW & VALVE \ —� _ ✓\/ -OFF VA PG.520-531 DB.5612, PG.713 \ Q M a \= — x LOT34 I LJJ f x DISTANCE=z8 x z PROPOSED8" - x SI PROPOSED6"DIP ---------� — OPEN CD ui _=DIP WATERLINE 16+ o NN WATERLINE S ACE A _ N (o.o68 AC) z+oo SIGHT DISTANCE=z8o' iNDIGoO+oo i5+oo LO w i3+oo WDITH PUBL CR/o x / � 2w W w w A / �'w y y y 14 o 777 r r Y y Y i Y LLJ J P PROPOSED FIRE � �. F HYDRAN I ASSEMBLY 0 _ RAIL - N7 gN6"TEE L y y o p _ o —_ — — zo ACSA UTILITY SPACE E 8"x6"REDUCER roe No. 21=NPROPOSED 8" 8"x8 TMP: o56Az-ol-oo-o7zAo EASEMENT (0 0�5 AC)-6G.V. GRAPHIC SCALE 65 112066 REMOVE iz" PLUG DIP WATERLINE DB.56iz, PG.713 30. y y yr y E PROPOSED "TEE OWNER: CLAUDIUS CROZET PARK INC ao o s ao so zo v1 ROPOSED ARV AND (z) 8" G.V. ACREAGE: is.67 AC CLAUDIUS y2, p2 1a / SCALE ' TIE-IN PROP. 8" D.I. WATERLINE INTO EXISTING iz" D.I. WATERLINE zo' WATERLINE EASEMENT AT INTERSECTION ZONING: RURAL N 1 = 30 WITH NEW 22"X8" REDUCER RESERVED FOR FUTURE 1 6/408 CROZET DEVELOPMENT FENCE 53 ( IN FEET ) ` SHEET NO. m USE: C PARK GOAL DB.i974,PG.456 PARK 1 inch = 30 ft. %�/ 4 W 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 \ \`� 5 N \ \ CREATE THE PASSIVE RECREATION AREALLINZ \ SO R. S y y\ \ C) Lic. No. 035791,a NOTE: THE EMERGENCY ACCESS ROAD AS SHOWN ON THIS ) �� 09/27/21 \ 5 VAR. WIDTH SWIM FOREST & \ \ \ S \ \ \\ W + I \ \ \ \ \ \ \ - OPEN SPACE EASEMENT \ _ I \ \ PLAN SHALL BE CONSTRUCTED TO THE LOCATION AT �S Z D6.561z, PG.52o-531 �/ \ \ \ Wy l \ \ \ WHICH THE CURRENT PARK RIDGE DRIVE HAS BEEN SIoxAL E� Z APPROVED, BONDED, AND CONSTRUCTED. BASED ON CURRENT CONDITIONS, THE EMERGENCY ACCESS ROAD\ w SHALL BE CONSTRUCTED TO THE BOUNDARY LINE OF THE Z PROPOSED �� A / \ \ \ GLENBROOK PHASE I SUBDIVISION, AS SHOWN ON THIS �� / I PRIMITIVE / / _ \ I \ \ \ PLAN SHEET. IF PARK RIDGE DRIVE IS EXTENDED WITH ANY o TRAILwnY i / / / - \ \ V A OF THE OTHER ROAD PLANS, THEN THE BOLLARDS SHALL ° I / BE RELOCATED TO THE TERMINATION OF THE ROADWAY, N ONLY AFTER THE ROAD PLANS ARE APPROVED AND o BONDED, ANDTHE ROADWAY IS CONSTRUCTED. EX. 20' EMERGENCY w ROAD EASEMENT r w � / V DB 5420 PG 586 _ m m \ \ z i n� I �I/ LOT 15 \ \ \ ` \ \ \ \ �� EMOVABLE BOLLARDS COMPA ISLE /A Z a Fr v' N x / / •�E 664.33 \ \ ` {. I V 1 1 / FIRE RESCUE VEHICULAR ACCESS INSTALLED BUT _ - Z ' WITHKNOX BOX LOCKING SYSTEM FOR H 'O ti PREVENT VEHICULARACCESSBUTSTILL O N � ALLOW ACCESS FOR EMERGENCY VEHICLES \ - / I in LOT 1Lf \ / / / - \ \ ` \ \ \ \ / \ y� SEE DETAIL, THIS SH EET3/ - \ O /i0 O O O L I - - - y U V1 •- / I \ SMT=.654.46 \ \ \ \ \ \ \ / \ \ rf (n .�. / -DO ca m \ LOT 1 �� A A s \ \ v V� \ v v/ / // �..� o U) U) U) o 3 -\ ; � ~ FFE-665.00 - = '6'0 - V m Z Z Z \ o \ EX. 20' SANITARY SEWER EASEMENT w \\C.70? s s \ \ \ \ D \1997 PG 235 \ \ \ /// PPRKR`o / GLENBROOK PHASE I RIGHT L�u/ Lu LU G OF WAY PLATTED WITH 6y.67 6 V \ 0 �\ J J J EX. STORM ` \ ` / RECORD PLAT, DB.5207, PG.55 z z z DRAINAGE EASEMENT \ '�. A 1 �/ �� PROPOSED A \ v _ / ° /_ - J €I �,' 4e_ 66 R \ PRIMITIVE \ \ \\\ DB 5389 PG ` II� III L:% o 1• O P \ �TRAILWAY \ \ \ VAR. WIDTH PUBLIC s \\ \ \ i \ FOOTHILLS II RIGHT OF WAY I 1 I • .•: • . Imo. \OPEN SWM FACILITY MAINTENANCE, \\ \ ` / PLATTED WITH RECORD' DRAINAGE & ACCESS EASEMENT \ V SPAZ E / \\ V / / PLAT, DB.5039 PG.66 I I / DB.561z, PG.Szo 531 \ 056A2�04-00-00500 LOT 12 \ \/ � 1 55 60 � C � KI PHILIP M / FFE=665.33 J 6z. 7° �" \ ( 3 9 ) / \ \ S T / / - - ° + \ \ \ / - 90 ,, �_ 1\6 A \ �\ � i ° 7E IPERJ� GAR=665.0o CD-2 ? \ + j'0O< 54 1 66 8E. �� 48. \ Hz \ \ \ \ V I NOTE: REMOVAL BOLLARDS SHALL BE INSTALLEDOF- ZONING:0 6 RESIDENTIAL / I 3 5 663.58 \\ ` \� \ \ \ \ L 0.2390 66 D.B. 222 P 297 / I I. a + 0 I AT THE END 1, ''•� 6�}91 \ /\ \\ CLASSIRIP RAP OUTFACE \ \` \ \ THE EXISTING CONSTRUCTED PARK RIDGE DRIVE WITHIN GLENBROOK - _ LOT 11 \,4 L=i8', W=6', D=2' WITH CLASS I RIP RAP OUTFALL \ \ \` /\ PHASE I, AS SHOWN. IF PARK RIDGE DRIVE IS EXTENDED, THE o o LOT�i6 -_'\ \ S REMOVABLE BOLLARDS WILL BE RELOCATED TO THE NEW USE: RESIDE TI TW=666 FFE=66s-33 _ GEO-TEXTILE UNDERLAYMENT =26' W=6' D=2'WITH \ \ TERMINATION POINT OF THE PUBLIC ROAD IMPROVEMENTS AS LU ° \ 66�. 8 \^ FFE 663sz CLASSIRIP RAP OUTFACE // BW=666 GAR 665.o0': ---` -- - ,.� S' GAR 63.5 : \\ _GEO-TEXTILEUNDERLAYMENT \ \ , \` FUTUREROADINFRASTRUCTUREIMPROVEMENTS ARECOMPLETED, WIDTH PUBLIC STORM. \ \ L=6o' W=12' D=2'WITH / / \ THE BOLLARDS SHALL BE RELOCATED TO THE NEW TERMINATION In - / YD-12 665.67 5.5°h / ' DRA NAG E EASEMENT �� \ \\\ GEO-T EXTILE UNDERLAYMENT ` \ ' \ / \ POINT OF THE PUBLIC ROAD IMPROVEMENTS CD CD CD \ _ 66 DB.561z, PG.53z V A \ \ � ° LP so V - 57 V LOT 1]\ A A \ \ s \ \ ��� >INSTAL/L 6FFE-66 . TW=67o GAR 665.67 x / 664.z5 3 V\ \ \ \ E B__AYi=663.5 _V A A V / - LCATION ONLY IF PARK RIDGERIDATTHISD E-- II ARE COONLETED. PARK RIDGE IRIVEAN TH \�// X PA SIDEVIL-1-14\ FUTURE PROPOSED ROAD IMPROVEMENTS �: U 22 \ \ \ \ \T p^\^y\�\ \ I ARE COMPLETED. THE REMOVABLE BOLLARDS %L L.. T '1S\_ � �,. \ -. A A A V � � \ SHALL BE COMPATIBLE � � - \ \ \ WITH KNOX BOX LOCKING SYSTEM FOR ' /10'PUBLIC STORM "^• OT q \ ` FFE=6 ..8 \\ \ \ \ /\ lS \ \ I I FIRE RESCUE TO BE INSTALLED TO DRAINAGE EASEMENT FFE=666. 77 GAR-66y. / PREVENTVEHICULARACCESSBUTSTILL O ALLOW ACCESS FOR EMERGENCY VEHICLES. GAR=666.33 �.� \ \\ / / / T/\ \\ - f _ • Q' \ DB.5612, PG.532 � \ I � \ / I SEE DETAIL, THIS SHEET 3. \ ° - \ / 56& AZ-04-00- _ -- �z j \ \. �\ \ \' / / \ \ \ I / / - ✓ I C� J 3 I TW-674 MOORE, RIC BW=669 -,� YD-7A _ \ \ _ \ \ / / / / / \ \ _` 0 �_ \ / N OROANA / .I y 1 PE z \ \ \ \ \/ k / ��\ �S� I I \/ / ? .4 w a 0.1990 A RES / I 7 % W' \ ` \ \ MH1\ / / \ / \ \ \ I / \ M > YD 8 66 .i7 \ l"- p a ZON : R-6 RESID TIAL / LOT $ �' I SPA2 A / \ \ \ \ \ D.B. 924PG.2 / I\ FFE 67.so y i\ \ \ / EX. 20' ACSA _ G�fi6717 \\ \ / �• / SANITARY SEWER 1 �� l N L%l ° /,USE: IAL / 6 7 4 �� V VAV \ -� \ \ \ / TW-676 6685 °/° �' \ �\ .`� 3 �:\ / EASEMENT s ./ .r 6' PUBLIC STORM BW= a LOT 19 \ \\ \ \ \ / DB 5389 PG 861 \ \ \ \ _ ! / N ° DRAINAGE EASEMENT /-� FFE=669.83 V \V \ MATCHL�NE DB.5612, PG.532 �VFFE=668.a3 Ix, 669.So', GAR=669��� A\ ��� A V V / / /� % N z \ SEE T�115 SHEET GAR 668. 0 6 1 --- 66:95 PUBLIC STORM DRAINAGE I \ \ \ \ f \ \� Q Z ° 56A2- 4-00-00 0 5 66 .8 °� EASEMENT, DB-51 12, PG.532 I \\ \\ \ \\ VAR. WIDTH PUBLIC \ \\ \ \ _ / r 1 / t �� > � Z JONES, BENJItN MARTIN .5 I \ \\ i SWM FACILITY MAINTENANCE, / ` / r �_ _ Q ORS TH BW 67z o b.z/o \\\ i \ \ _ J Twf 6 OT 6 67o s3 LOT 20 \ i ` . \ DRAINAGE & ACCESS EASEMENT 1 \ \ / \ \ ��;� J 1 J 0.2120 A RES \ 67Q`yz FF671.17 \ \ II I I ii\ \ \ DB.561z, PG.520-531 \ / YDa4 FFE=67o.i7 GA 6 0.8 ZON SID�NTIAL / GAR=fi6g.83 � I 7 MH6 \ � / i �, `\ \ \ \ , \ � a D�!4369 PG. 99 �A 6 x k., oeCK I v \ \ v A > LLJ 671.17 I \ \ 1' I / : \ EXISTING CREEK \ \ S \ \ \ \ \ \ \ \ \ w ,Lu ° SE: RESIDE IAL / °h LOT 2 L ^ 6 �83 1 I OI / \ \ \s \ \ \ \ \ \, \\ \ \ L / <7 0 \ TW-678 I I LOTS z8. ..�� - 33� GAf�667a I /� / / \ \\ \ \ \ \ \ \\ y Y `\ \\ \ \ ur z 3 BW=674 `•' -ti GAR 661 i1 10' PUBLIC STORM DRAINAGE / LOT 2 \ T\ \ \ O z EASEMENT, DB.5612, PG.532 YD-16 FFE 66zoo LOT 30 \ \\ A S \ \ - V J Q \ - 4 '` A BSMT=65z.i7 LOT 056 0200 LOT 2Zv / p FFE=66z.o0 V Q \ SOT 2$: BSMT=65z.17 FFE=66z.00` - \\ \ \ \ y� y�y�yy� y y _ \ I 0 ,�`�0 lo' PUBLIC STORM vD-1A \ V n------EASL, BAE 1 5 67y.17 FFF� 67y.5o \ \ V ..�( DRAINAGE EASEMENT 6 o W OR PAMELA I GAR-67y:1 : FFE 661:87 �� BSMT 65z.17 DB. 61z PG. 2'� A 0.2120 ACRE 5 53 �74.y � � _ GAR 661.5 /OVERLAND RELIEF PATH FOR INLETS A ` y � \ ZONING: R-6 S DENTIAL LOT /+ - zo' PUBLIC STORM I vD 1a LOT 2] #12 IF IT BECOMES CLOGGED P \ \ \ \\ \\ \ cP y y \y yyy yy \ 1 � I�E \ \ z6 FRE-66 zo 661.37 OR OVERWHELMED C \ �� - \y Y o B. 2275 PG. 096 FFE=674.75 / -DRAINAGE EASEMENT - 3' o. y y y = z GAR=6744z 6 --DB.5612 PG-532.. GAR 66z.87 _ 6 •5° o : 661.6j O \ \ y y y y y1 y .,uO w o SE: RESIDEN L L. I LO 26 5 w 3 s 67509 .9% x fi . 66n67 w�V �. r:• LOT 23V. FFE-664.53 y - - - 0 -° y \ O I I LOT FFE 6-66y.zo o° 660.6 \ f ) _� \ yyy y y - Y - - o 3 7533 \ / \ \ Q x .. ! o GAR=675.0o GAR- o. x ° 66 . d \ \PR 754 y y y y 'ry \ cz c� RETAIN NGPWALL GAR 675:09 o g 675.00i I \ I 66z 8 y % / \ \ \ \v \ y y \y ul O \ \ �6o.zo� 60. 3 LOT�z _ \; y yy y yy �y y y� y y yy \" _ w z YD- I - -� LOT 2 66y.zo , 660.1 L - Z 056A2--00-00100 4 4 660.30 1,8% �61.33 FFE= 1.67 / y y y� y y y y LLI z x ii z.?% FFE=67533 66i.6 •1 ° 40 66D 88 BSMT= .83 JUSTIN F & KATHERIN �ICKRAL -LOT 2 MH5 67 .53 R \ y y y y 0.2710 AC S 5 GA_ 0o R \\y� / / FFE=675.4z ��I I 75 \ /.00 / /; 660.40� y y y y v1 \ v . �.• ' fit: ZONING: R`-6 RESIDENT \ GAR=675:09 \ \ I 661.20 ti� .' \ 4.9% PROPOSED 3' RETAIINING WALL y y \ y. U) o 6' PUBLIC STORM / 1 660. o \ D.B.as14Pc�zso 6,.31 \ cD-2 662.oa LOT 33 \yyy ' y y ~ 0 I DRAINAGE EASEMENT__.. 67 �O 8 66i.o3 0 TW=678 .FFE=6=6 EXISTING OF USE: RESIDENTIAL 8W=674 DB-563.2, PG.53z j 9�d1 3,90� o LOT 2rj y 6z.00 660 6a BSMT=65z5o / / STREAM BUFFER \ y \ y yy y LI - I 7� FFE 67533- oo L �y nN/ 0 L�-6:51z 67 �07 GAR-675:00 \V .y�x y-,.. \ "�„� „� ,� L y� y ,� L.L r./ a n/ LL \ GAR=675.09 -z8B •` / �' y y y y �/'� n 20' PUBLIC STORM LJJ 66zo0 RAINAGE EASEMENT 66087 66 I j__ LOT 34 \ \ I \ \ y y� yy \ y 'yyy �I z 5 i 53 :FFE=66z.33 DB. 61z PG. 2 n 65z.50 y y y � I„u axi n.•'. S _ ` ° 3 :BSMT ' • , ; OMEN \ � y � y y \" y y y - �, x x L ,x x .. y y � x = � � \ 661.1 PAC A y y y y , 6 o y L \y y 1 659.z1 _. 66 / LOT \ (0.01- C) ��. �� y\,y y \y y"\ " y y yy yy y y1 y y +' y y `/ `o 1[y+ O 5. " - J .6% / 66z.67 35 ` y y y lz+oo ?3+00 �' 1 o0 y y -� CD 1 = y y y y .y - _ O _40__ W / FFE 663.00 y y ai x x / BSMT 6 1 y y 1 � W W o ° y y y y y y � "' y y y y W � W-- � W W- -W y\ y y T� � y y� y L y y ° O LU - - -- OUTFALLCD-1 P TRAIL OPEN\ \ y.: �y y„y y y y yyy yyy yyyy y„yy y„y yy yyyyyyyy y y JOB o y \y AT673.DELEv.� SPACES APHIC SC LE \ V \ y y y y y y - v y y TMP: 56A2 ogee e7zAo y y y \ y "yy y y v j�2066 ° (0.025 AC) 0 0 15 30 60 I20 \ \ " \ \ - - y ° OV�I�ER:LAUDIIJ�CROZET PARK INC / \ .y I �66ACRE il. AC �666� / \ L \ yy 1 L yy y"yy yyy'\" yyyy %yy1 'SCALE ° �- PUBLIC STORM \ yA y y y y y` 1 =30 - ZONING: RAL 66� � DRAINAGE EASEMENT v y y ° � D. B.�PG.: 1536� � ( ]N EET � � � � + y � ��y v SHEET NO. � PUBLIC PARK \ DB.5612, PG.532 - 1 FENCE / 1 inc 30 ft. \ yy\ "1yyy'yy y"yyy \ yy \ 5 ° Lu z HIGH PT STA: 13+38.o6 HIGH PT STA:14+76.5o _ r� l HIGH PT ELEV: 675.11 HIGH PT ELEV: 672.41 12 SCOTT R. LINS Z > PVI STA:13+50.00 PVI STA:iS+io.00 O 685 w PVI ELEV:675-45 PVI ELEV:671.61 U Lie. No. 035791 a z N :21. 4 K:1z.25 �� 05/07/21 J a LVC:80.o0 LVC:67.00 4 - t 68o 675 670 - - 665 66o 655 r L�pw ¢ °o m °w Z O J O" p °o i F_ 0 Lu 0 U LnZN > m W Pz¢ z¢ Ln -------------- PROPOSED ARV r �'30%/ 3'IS - - ' ' - - - r z p � O m� O> 65o oLu W _ Lu rl W N O ++ F Z N 645 F- Ln ."i CO tD n O l0 LD LD kD 'D I 10+00 10+50 11+00 11+50 12+00 NO TES: 7. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM THE STORMWATER MANAGEMENT POND SHALL REMAIN RCP PIPES. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 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. N u v U W 0i > U Lu > m ------------- ------ _` FILL (95%COMP 3 5' PROPOSED 8", Co-1 D.I. WATERLINE CROSS DRAIN REMOVE 12" PLUG PROPOSED 8"x8" TEE TIE-IN PROP. 8" D.I. WATERLINE AND (2) 8" G.V. INTO EX. 12" D.I. WATERLINE AT INTERSECTION INSTALL 12"X8" REDUCER PROPOSED VERTICAL SCALE 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 o 25 50 100 zao ( IN FEET ) 1 inch = 50 ft. Lu > 0� w J Ln W z d O Ln 't m U N U r¢ Z � moo LOW PT STA:16+97.So u .. LOW PT ELEV: 661.37 U PVI STA:16+20.50 > w PVI ELEV:662.91 Lu K:26.23 LVC:154.00 0i U 6i U U m m w EXISTING GRADE \ PROPOSED GRADE \ `I MAX. CUL-DE-SAC rGRADE=2% FIRE HYDRANTASSEMBLY / 8"x6" TEE J PROPOSED 6" 8"x6" REDUCER & 1-6" G.V. D.I. WATERLINE 6" 45° BEND TYPE A BLOW OFF WITH 6" G.V. O 01 10 00 l0 00 �0 O O " 00 LD " O 01 O Ol Cp '. N N 0 .} mf M H n lD lD lD �D w lD lD 10 w w W 'D 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 INDIGO ROAD 25 MPH DESIGN SPEED 690 LO PT STA: 1o+1 .46 LC W PT ELEV: 67 .16 PVI STA:1o+1 .o8 PVI ELEV:673.12 HIGH PT STA: 10+92.64 685 LVC o.00 HIGH PT ELEV: 674.25 BVCS: 108 0+10.PVI STA:11+25.00 BVC3. 67 .o8 PVI ELEV:675.0LOW PT STA: 13+34-57 EVCS: 10+2 .o8 K:13.23 LOW PT ELEV: 663.92 EVCE: 673.20 LVG11o.o0 , \ PVI STA:12+ 74 57 680 0 0 / /' $ m PVI ELEV:665.12 0a 6H 4:26.07 or, D^ / / °++ O LV o.00 " Lu Lu \ Ln> w �0 \ > >�' \ / m W N I \ 675 \ / 00 / i'710 -\ \ m m EXISTING GRADE C VER 670 6' 0-0 PROPOSE 8"x8"TEE FIRE HYDRANT ASSEMBLY PROPOSED GRADE AN (2) 8" G.V. 8"x6" TEE AT INTERSECTION 8"x6" REDUCER 665 1-6" G.V. 6" D.I. WATERLINE 8" D.I. WATEF LINE N n 66o Q > m w FIRE HYDRANT ASSEMBLY 0 6"x6" TEE p o 1-6" G.V. z " 655 z G M O N OlH m M LD O O W D It O O m 00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 CRIMSON STREET 25 MPH DESIGN SPEED 17+00 17+50 -z.o0uo 611450 L O 00 0) n, 13+50 14+00 Em Kk m ,w VJ r ZZO O O f E HU L w � c m i H O (n z LIJ CC a-` � F Ce J ¢ ' W i M co m N co co10! 1 W N 0 Cn N W N L6 J J U) Lu O J Q U WY Lu -_ ET1M Lu U) JLu mi Q TYPE A E LOW OFF Ur WITH 6" ISM. F�-� 0 r G I w O a � JOB NO. 112066 SCALE AS NOTED SHEET NO. 6 675 STR-YD-z 24" YARD INLET EXISTING GRADE VDOT STD. MH VDOT STD. DI-3B (L=8') 24" YARD INLET RIM:673.66 RIM:665-70 RIM:665.1g STR-YD-1A RIM:673.00INV IN:668.5o FROM STR-YD-6 STR-4 - - - - - _ INV IN:655.66 FROM STR-12 INV IN:658.o6 FROM STR-14 z4" YARD INLET INVI 66-. zFROTA-SR-YD- INV OUT:668. o TO STR-YD-z VDOT STD. MH/ G3T8 INV OUT:657.96TO STR-8 7 9 4 4 INVTN: rFROM STR-10 RIM:671.90 INV OUT:667.82 TO STR-YD-iA 670 680 _ 7 RIM:66z. INV OUT:655 561 TO-6 INV IN:666.0o FROM STR-YD-z 5° � INV OUT:665.90 TO STR-28 INV IN:65438 FROM SR-6 / STR-14 STR-28 \ \ STR-YD-6 INV IN:656-05 INV OUT:654 R� TO a PROPOSED GRADE \ - RIM: 6VDOT 5TDo. DI-3B (L=8') VDOT STD. DI-313 (L=12') 24" YARD INLET / INV OUT:658.26 10 STR-10 INV IN:66 .49 FROM S R-YD iA 6 RIM:67433 665 STR-2 / STR-6 \ '� 5 75 INV OUT:66g.00 TO ST -YD-4 � f INV IN:665.49 FROM STR-28B VDOT STD. MH 1 INV IN:665.49 FROM STR-24 RIM:658.29 / VD RIM 669.22 INV OUT:665.39 TO STR-22 INV IN:653-75 FROM STR-4 / INV IN:6 2 FROM STR-8 IN OUT:6 6 TO OUT 55 9 PROPOSED I ATER 53� 5 INV OUT:655.19 TO STR-4 LINE CROSSING 670 66o / PIP 1 SHALL 1.1' HAVE WATERTIGHT / HGL (TYP.)------- HDPE CONNECT O N 12' HDPE o @ 0.82% ' 10-YEAR STORM W 15"HDPE Hope So 42' @ 0.88% 57.5 665 753o-1300 ---------o. o' � 5 z9-93' @ o.6o% 1z"HDPE 5HDPE 15" HDPE 15. z' �a z.16% VDOT STD. EW-1 5737' � oSo%5 3 0. o% z5,7o' Qa o.50% ENDWALL W/RIPRAP OUTFALL18" HDPE 66o 5-4 u.46' @ 2.12% PE' @d 2.24% P RAP OUTFALL L=18', W=6', D=2' WITH 655 645 GEO-TEXTILE UNDERLAYMENT O N O N N�0 l0 O M O N \} O 00 O ~ O I� M n N N M N O Oop m '0 N lD l0 �p l0 lD ko 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 RIM:666L-231-09' %V IN:66o.92 FROM STR-YD-10 INV IN:66 .4z FROM STRUT:66o.8z :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:664.85RIM:66�.20 INV IN:66o.23 FR MSTR-YD-7AINV IN:66i.2o FROM STR-YD-1z INVIN:658.6 FROM STR-z8INV OUT:661.10 TO STR-YD-8 INV OUT:65 -54 TO STR-16665STR-YD-12 24" YARD INLET RIM:664.00 INVOUT:662.36TOST -YI 66o12" HDPE 28.00' Qa 0.50% 12" HDPE31.09' Oa 0.50% 14.72' Qa 0.50% 655 O � N N O O O °0 6 a '6 o 10+00 10+50 11+00 11+50 685 IYD-12 - STR22 68o STR-YD-8 YARD IN RI RIM:665.g1/ INjl'26o 6.92 ROM STR-YD-io IN.92 FROM STR-YD-14 675INT:66o.82 TO STR-YD-7A STR-YD-14 24" YARD INLET R I M:66g.25 670 INV OUT:664.00 TO S q y2 r� �3oJ. 66o N 0 CO M O �y 10+00 10+50 11+00 YD-14 - YD-8 12+00 O N NO 0 N Ir 00 Ir It n 00 0 n l00 ^ l0 n l0 n I n 10+00 10+50 11+00 11+50 12+00 12+50 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. 675 670 / 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.o5 FROM STR-YD-18 INV OUT:654-95 TO STR- 66o •:• 675 670 665 .•• 655 65o STRzc, -OUT 13+00 13+50 68o 685 EXISTING GRAD 675 68o yr /VDOT STD. MH RIM:663-94 INV IN:658.5o FROM STR-18 INV IN:656.69 FROM STR-22 670 INV IN:656.69 FROM STR-20 675 INV OUT:656.59 TO STR-4 STR-18 )POSED GRI DEA VDOT STD. DI-3 (L=8') RIM:665.72 665 INV OUT:659.00 O STR-16 670 HGL (TYP. HGL (TYP.) 660 665 Z2' @ 1.42% 655 66o C0 't N ao O D ID ID 10+00 10+50 STR18 - STR16 STR-16 EXISTING GRADE VDOT STD. MH RIM:663-94 / STR-28 -1 / INV IN:658.5o FROM STR-18/ VDOT STD. DI-313�L,=12') INV IN:656.69 FROM STRI�2 RIM:671.62 INV IN:656.69 FROM STR-20 INV IN:665.49 FROM STR-Q-2A STR-28B INV OUT:656.59 TOE fiR-4 NV IN:665-49 FROM STR-20,, VDOT STD. DI-3C (LA / STR-22 NV IN:665.4g F OM STR-24 RIM:673-78 VDOT STD. DI-313 (L=12') NV OUT:665.3 TO STR-22 INV OUT:667.o8 TO S _ i/ RIM:664.85 INV IN:66o.23 FROM STR-YD-7A INV IN:658.64 FROM STR-28 INV OUT:658.54 TO STR-16 PROPOSED GRADE HGL (TYP.) / -- ---- - ----------- 1.2' _ ^^ • • SAN. LAT. CROSSINGS PR OSED 6" _ • (TYP.) � 2.7 N It O O u W 10+00 10+50 • yti96 • I� m O o l0 N M 0 O H O N 111 0 W 1p CO 41 'D 00N 3 CO � 11+00 11+50 12+00 12+50 STR28B - STR16 _15" HDPE 1^ z5.99' l�. 1.22% INV OUT 65e5 54.04 "40-38' �3 y VERTICAL SCALE 5 ° 2.5 5 1° 65oHDPE Qa 2.15-off IN FEET CLASS I RIP RAP OUTFALL ( ) 1 inch = 5 ft. L=26', W=6', D=2' WITH GEO-TEXTILE UNDERLAYMENT 645 HORIZONTAL SCALE i V W N N l0 lilDD 00 n lD ID ID �D o �D t0 10+00 10+50 11+00 11+50 [YD-j.8 - OUT ( IN FEET ) 1 inch = 50 ft. M � M N N 0 13+00 13+50 2° 675 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 NV 9U-T:665.39 TO STR-22 EXISTING GR8,DE STR-24 \� VDQT_STD. rV H RIM:672.91 INV IN:665.83 FROM STR-26 INV OUT:665.73 TO STR-28 STR-z6 PROPOSE GRADE VDOT STD. DI-313 L=4") RIM:673-79 INV OUT:667.17T STR-24 PROPOSED 6" WATERLINE CROSSING 1.01 25" HDPE L415"28.03' @4.19% 45-45' C 0.50% LOT 21 SAN. LAT. CROSSIN O N O N 0 00 00 p D 10+00 10+50 11+00 STR26 - STR28 Lic. No. 035791 k 05/07/21 i m J v) v i N z 0 ;Ln i m J M In z J F- i vJ J J z EXISTING GRADEIn I'l CD r r N \ S2R - c o 0 VDOT 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-z8 RIM:662.50 \ STR-20 ® Z INV I1\1:6543 FROM STR-6 \ VDOT STD. DI-3C L=6') ~ INV IN:656.o5 ROM STR-16 \ M Q PROPOSED INV OUT:65 2 TO STR 2.z5 -z - \ RIM:66J Us GRADE \ INV OUT:657.i2 T STR-16 � \ N 660 N 0 HGL (TYP.) 2d0')J .2' 1.1' _ ____ ____________ PROPOSED N Q ----------------------- - WATER SER ICE Z CROSSINGS Q I.­11 655 15"HDPE > LL_ 18" HDPE 81.57' Qa 0.50% LL) 95.63' @a 0.54% J J O LOT 18 6 W Cn 5 SAN. LAT. Lu CROSSING w N ^ o SAN. LAT. J ^. LL a °. o "o CROSSING O J Q 10+00 10+50 11+00 11+50 12+00 7- J STRzo - STR4 Lu W Y o 2 ran vJ ul U) O STR-8 F- O VDOTSTD. MH Lu RIM:665.70 L 670 INV IN:6rr.66 FROM STR-12 Q INV IN:657.8 FROM STR-io NV OUT:655.56 TO STR-6 EXISTING G STR-iz VDOT STD. 665 \ RIM:66o.43 \ V OUT:656 \ PROPOSE \ TER SERVIC \ PROPOSE C CROSSING 3.0' ^\ 66o 3.0' HGL ( P.) 655 ------ ----- ------------ 15" HDPE 00 m D 95.8o' o.5o% 00 1 ko kD 10+00 10+50 11+00 [S_�R2 - STR 8 ADE U) ~ O LLJ .16 TO STR-8 Q� Q m GRADE 0 z 0 N w �- J II nn V W W a � 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 GPjkDE� / 66o / / / r 655 650 645 640 635 y�1 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 TOE ParksideVil-i- 4 FOOTHILL IIMH-1) / INV IN:633.6o FROM MHi 65o INV OUT: 633.4o TO EX MH 645 /POND /ILUTFALL SWM 640 1 q 4640-42 // / 1.2' i - / 8" SDR 26 PV o w8w.w5 C y8� 635 - $, SpR 3 4 A 085 y 630 i - / / EXISTING GRADE // MH5RIM-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:657.5o FROM MH5 / INV OUT:657.3o TO MH3 PROPOSED GRADE YD-1B YD76 FPROPOSED WATERLINE /ROSSING 239.30 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 1n I� m lD H .t w lD t �0 W It l0 00 -4- w 00 Itt l0 Ql �D Ol t lD r! ID 0) t W d l0 M 1(1 � ^ 10 I� i!1 ID N 1O to Ln W �0 N 'D ID H n W �D w lD n w 1 l0 H 00 �0tD ^ �D N 00 � ^ 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 k 05/07/21 M a ® Cn CL N co 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 THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NA7URAL 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 RESIDEN77AL 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. & 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 V907"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 SPECIFICATONS 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 7HE 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, H, OR Ill 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 Dp 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 Detall for Open Cut Utility Installations Mill & resurface- MITI & resurface-, Saw-cute%isting pavement tothe full depth of asphalt 12-min. // \ 12 mm. T5'total asphalt concrete rtace Asphalt Concrete 5uMaterial' \ pavement l �L depth or equalto the depth of existing �8' phaR Concrete Base, Type BM-25.BA as DhaRCODUete, min. whicheveris greater is min. Sup -base course tle m p 1o•min. re ate ©use Ma[enal T I '- A9D 0 YDe -shall be 10'or equal $iEe Nn. llA or 21B � dopthof BUD-D85e, 11�III is greater Whichever is greater 5 12'Bendl 1T Bench Honl be to and vertical-250lisurfaces shall be tad(edwith RC-2501iquid Min. -- Min. asphaltat a rate of 0.1 gallon per NOTES: SY, oras determinedbythe distnct administrator's designee " Asphalt Concrete Surface Material: SM-9.5A for ADT < 10000 Select Material Type I with minimum CBR=30 SM-9.5D forADT > 10,000 The distinct administrator's designee shall determine the Class I bacldill material in accordance restoration requirements for ether pavement types with Section 302 of the Road and Brdge Specifications Trench width and pipebedding shallbein �No. 26 or 27 aggregate pipe bedding in accortlan EewlthVDOT SRI PB-1 acGDrdanee•Wlth Secti0ns2058L 302of the Road and Bridge Spedfications """ 12 inches minimum beyond the edge of the trench s on longitudinal open cuts, or 25 feet minimum beyond the trench centerline on perpendICUIW DPen cuts, oras determined bythe distnct administrator's designee. Date: August 27, 2014 Not to Seale EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND NOTE PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP RPER 3' CLEAR ZONE REQUIREMENT CI CG-6 3• CURB & GUTTER I CLEAT R ZONE) I � 2% 2% PLAN77NG STRIP Sg rT AST vAR. P S" WIDTH 13' POINT OF CG-6 FINISHED GRADE CURB & GUTTER 3' CLEAT R ZONE) SURFACE I 2% 2% 6' PLANTING 4• T STRIP SUBBASE 13' (IRA VEL LANE) (TRAVEL LANE) 30' F/C-F/C VAR. W)TH R/W TYPICAL NL'I6IIB0RfI00,0 STRL'ET SUCTION VAR. WIDThr Rll#r� INDIGO ROAD (PUBLIC ROAD) GS'-SSAR RESIDENTIAL & NIXED USE SUBDIVISION STREET DESIGN SPEED 25 NPR XITII INTA'"ITTENT ON -STREET PARTYING ON ONE SIDE JB'a20' SPACES) -NOTE.' UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLLIMES OF NOTE.- PROPOSED LANDSCAPING TO TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD UTILIZE OUTER 3' OF PLAN77NG STRIP PER 3' CLEAR ZONE REQUIREMENT h RAW c 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 �zra SUBBASE STOSNE JSIB2.SAWE6 A6 o' To' (TRAVEL LANE) (TRAVEL LANE) j 24' F/C-F/C 49' RIW TYPICAL NLTI6!ffB0RII00D S7'REFT SUCTION (49 ' R11r) CRIMSON STREET (PUBLIC ROADS) CS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 NPR -NOTE UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD 5' RIW 5' WIDE CONCRETE SIDEWALK 1 \ I 2% \ I R%W CAL 5' WIDE CONCRETE CG-6 3• CURB &GUTTER I POINT OF FINISHED GRADE CG-6 CURB & GUTTER 3' S' SIDEWALK .• � IICLEAR ZONE)I f� / i ,SURFACE ARCLE�NEIZO I I 4" WOT 2/A STRIP STONE BASE 2% 2% 6' PLAN77NG A• Gnnr STRIP (TRAVEL LANE) (TRAVEL LANE) ON -STREET PARKING I 30' F/C-F/C I 55' TYPICAL YVE16! IBORHOOD STIR F77 SECTION �55' & 6>' R%Orr a CRIMSON STREET (PUBLIC ROADS) 4Z CS-SSAR RESIDENTIAL NIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH PARXNG AIITfI BUNP�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 • • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _ • . 111111111111111111111111111111 • yt +-" Y. • fit ! i, `\ iF •.. Art 1/'t ...,, -1Ar.. . �., �•n'•-i'y _ 'I q I q 'I • • • • F (VARIABLE WIDTH) SURFACE11 2% 2% 2% 2% PLAN77NG STRIP 6' PLANTING STRIP 2" SM-9.5 SURFACE C 8" 21-A BASE COUF COMPACTEI SUBGRADE 4" VDOT 21A STONE BASE RAW I 'k- EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROI _ 4__ EXIST. GROUND \ 4- EXIST. GROUND 3-4"HARDWOOD . � MULCH R STONE DUST /�ID a //;w/ I ' COMPACTED SUBGRADE PEDESTRIAN TRAIL v LOT, S�, , LOT,P �•� �> A \ ♦♦♦♦ A ��� TT r 1 x- A ��♦♦ �♦ LOT LOT LOT LOTS r� LOT LOTS LOT if, �\ �` \ ♦ � \ OT,, V A ♦♦ v TT �\ LOT 9 W Q I Lor o ����, 1, oo \ ,, .:.. � j"-''`\.� \ ♦♦ Z 'I LOT M O LOT 29 oT o I \\ to \ = Lar x ll ! TOTxa\\ I Ltir3= \\ 1 TOT 17 iF _-� LOT x3 ny \LM:,T x6 1 c1 y \ + \\ \ \\ r '1 LOT 31 SCOTT/R. CZ LLINSI2 Lic. No. 035791 P 05/07/21�� o�'SIONAL \ O P LOT 34 11 j LOT nmGOaon - - - /'- -'/ I LOT35 (o.e6eA0 60B"" INDIGO ROADS - E O r j ---- 0 Hz O 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: 2. THE PEDESTRIAN WALKING TRAIL IS PRIMITIVE TRAIL SHALL BE CONSTRUCTED TO THE"PRIMITIVE TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL SECTION 7 .H. 2. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED WITH REGARD FOR THE EXISTING NATURAL FEATURES. 3. THE TRAIL SHALL 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 ur,,Ivr_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 RD-4 GEOTE%TEE DRNI.AOE FABRIC UNDERDRWN SKILL E CENTERED UNDER CURB AID WTTER (OVERLAP T-01 AT TOP) PAVED SHOULDER FABRIC (O (OVERLAP E IRAN.MIE PAVEMENT (OVELAP 1'-0' 0TOP)) IMTERIAL�::a::�: •. •-• PAVEMENT :T:••. ...:-.:.iT.::_ WSTABN2ED ... T� • '.. S.�RAK OUTLET PPE:'?)! SEE NOTE I 057 AGGREGATE. 08 SEAGRAE dRIET PPE 2'-0'• r-0- AD(REOATE OR CRUSHED SEE NOTE 1 GLASS MEETING RB 057 AGGREGATE. E8 4" PIPE VAHABLE GRADAl10N REWIRDENT. AGGREGATE OR CRUSHED TPA (EDGE or PAVED SHOULDER) CLASS MEETMD •8 GRADATION FEOUBEMEW. PAVED SHOULDER SECTION CURB AND GUTTER SECTION LAID -4 UP TELBOW UP UP TO ELBOW PIPES PERFORATED 45• ELBOW PPE IS PERiOINTE) CONNECTION PPE -LESS /GORE04M PRNIRY DRECTNMI TIENCH WITH OF WATER FLOW DRNNAGE FAMC HDII PERFORATED out PPE 1tymAa.) CDTICTON 45• ELBOW 45• wrE CONNECTION PAY WITS FOR OUTLET F-O" MAR. PPE TO BEGIN WITH 45' ELBOW (T ACA) OUTLET PPE NO SCALE STANDARD PAVEMENT EDGEDRAIN ROAD AND BROOE STANDARDS Sol 770,40SHEETI Oi 3 AEVISCIN DATE58 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 CD (D 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. z 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. 0! M NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: N O 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 m 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, HYDRAUCOMPONENTS CEMENT OF CURB RAMPS CONSIST OF THE FOLLOWING. HYDRAULIC CEMENT D (CO- K (DEPTH IN )LINES AREA IN SQUARE YARDS] CURB WHEN REWIRED SURFACE OR A N SQUARE FEET) GENERAL NOTES' OETECTF THE WARNING SURFACE [AREA IN SOUAYE TEARYARDS) 1. THE C7M1_E WA WANING L BE BE THE M0 BY TRUNCATED DOILIES, EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM MO SMIDLILO ]. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED M LEST FOR BE SU44AR12E0 FOR EACH CURB CUT RAW. DETECTIBLE WARNING SUFACES. SPECIAL PROVISION NOT LISTED SHALL MEET SIDEWALK RAMP 12n MA% THE REQUIREMENTS NTS OF THE SPECAL PROVISION FOR CG-12 DETECTABLE aR=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 LDNOLITHENIY WITH RAMP q FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWRED BARS. 4. IF RAMP FLOOR IS PRECAST HOLES ST BE PROVIDED Fee DOWEL BARS 50 B THAT ADJOINING FLARED So CAN OU CM 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 / WRB 6. CURB / CURB AMID GUTTER SLOPE TRANSITIONMDS ADJACENT TO CURB RAPS GUTTER. 5'MIN 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 72-1 BY TIE ENGINEER. THEY ARE TO BE Pfl0V10E0 AT INTERSECTIONS WHEREVER 12a�MAXAN ACCESSIBLE NOTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITYlA R M F X TX R I K XI TI PR CROSSES CURB EG MUST D OM E ID SHIN P S E S NC. OPOSEO, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN WEER, AND SHOED NOT TYPE AS SHOWN ON 0.M5 OR AS DPRELT ED BY THE ENGINEER, LIGHT, MO SHOULD NOT BE LOCATED BEHIND TS. ETC STOP ACCESSIBLE ROUTING LIGHT POLES, ORE UNOBSTRUCTED MRUCTEDP INSTS, ETC. AND SUP RE ROUTES PROPATH CQ A TING ALL PARALLEL UNOBSTRUCTED STABLE FIRM MD SLIP HAT CAN PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROWDED THAT 1 THE CURB OPENING IS PLACED WITHIN THE LINTS OF THE CROSSWALK ND 120 MAX THAT THE SLOPE AT THE COMRECTIOM OF THE CURB OPENING IS �� PERPENDICULAR TO TIE CURB. GUN X( M 9. TYPICAL CONCRETE sDEWILK IS 4" THICK. WMEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TREK" TRAFFICREFER TO STANDARD CG•13 COMAERLIAL ENTRANCE (HEAVY A WN AT 2(. 2" HIGHER THAN TRUCK LOK tflAFD(II FOR CONCRETE O EDGE OF PAVEMENT 10. WHEN CURB RAPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, AT XOC , SAME AS TOP OF LURE THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. It- WHEN ONLY ONE CURB RAMP IS PROwDED FOR TWO CROSSINGS MIAGONILI, TYPE C A 4'N.4 •LANDNG AREA SHALL BE PROVIDED TO MANEUVER A WMEELCHNR PARALLEL & PERPENDICULAR INTO HE CROSSWALK WITVDVT GOING INTO THE TRAVELWAY. THIS 4' It 4' LADING AREA MAY INCLUDE THE GUTTER PM. TRUNCATED DOGE - 12. ILL CASES WHETS COMB PAWS INTERSECT A RADIAL SECTION OF b 6"-2.4" CC CURB AT ENTRANCES OR STREET CONNECTIONSRA THE DETECTABLE d WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 001 i -1OOIGE0 AS RECOMMENDED BY THE MANUFACTURER TO HATCH TIE SACK OF CAB.- A O O O O O O O O O O O- I 0 O o O O 0 0 0 O O O O�E ENDING RA.P OOOOOOOO OOOOOOo + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n D o o D o D o 0 0 0 0 o D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X T R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' TOP OIMETEft DETECTABLE WMNING Li AT BARK Q CURB "-16" I VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE R. BASE DAETER DETECTABLE WARNING TRUNCATED DOME PAY LIMITS DETECT INSTALLED ON A RADIUS DETAIL ABLE WARNING DETAIL tvooT CG 12 DETECTABLE WARNING SURFACE SPELIFIDRO ROAD AND BRIDGE STANDARDS REFERENCE SHEET IOF 5 REVISON PATE (GENERAL NOTES) l0s 20.T OS W/15 VIRGINIA JEOARTMENT OF TRANSPORTATION 502 GEOTEXME ORANAGE iARR1C (OVERLAP r-o- AT TOP) PAWD SMOLDER LONGITUDINAL PERFORATED PIPE UD-4 STJBLIZEO OPEN AGDEGATE CRUSHING STRENGTH TYPE OF PIPE TYPE GRADED DRHIRME PAVEMENT r y_ NW.T 4" NOY. pIAIETER LAVER .•.•. •.•. $LB•ASE LAYER :•::: �!t :••'- w •PPE SMOOTH WALL PVC ,D3 SL ME QVTLET PPE CORRUGATED PE IAA4MT0 N-252 SEE NOTE 1 657 AGGREGATE, RW AGGREGATE OR CRUSHED -o- r-o- (LASS •DFTPID • ORMATKN WGUAEMENT. NON -PERFORATED OUTLET PIPE FOR USE 1 UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) UDERO AN SHILL IN COODRED UIDQR CURB AND OJTTER. GEOTEXFLE DRAINAGE FA•rE. Y-d (OVERLAP Y-0' AT TOP) I TYPERE CRUSHING STRENGTH NW.7 A•NOM, DIAMETER $MOTH WAI PvCI Oos SMOOTH WNA PE I I - M NNN N WALL THICKNESS (MN) - HOES NNN TESTED ACCOImNG TO ASTM D-2412 AT 5Z DEFLECTION DOWN GRADE PSHgILRA WOp NON-PERF°RATED UMOASE LAYER .;%%!;•- - - --�•. -TLET MN LADE PAVEMENT Y COIECC110N $A.•CRApE� NPE _EP_wR- _ . SEE NOTE T • PPE AS? AGOETING A• CRUSTED 5T0. UD•1 REQ'D. ST'D. LO-4 RI GRADATION! QU GLA55 MEETING Re GflroA7GN REOUREMEN i, � CURB AND GUTTER SECTION / (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) MOULDER /$ PAVEMENT i NOTES: E5 E P S I L 4• PROVIDED ATTAINING W M 4. OF ALGECATE ON TOP OF PPE MIMIIRAr, EDGEDRANS IN GORE AREAS 2. NEIN TW LONOMINAL PPE CD•ICTS DIRECTLY MO A DRAINAGE STRLICTuE OWLOP INLET. MANHOLE, ECT.1. NON-PDWOMTED OUTLET PIPES ME NOT REOUITI 3. INVERT ELEVATKNI AT O[IfLET END OF OUTLET PIPE TO BE A MINIMUM OF t'-W' ABOVE INVERT ELEVATION OF RECEIVING ]DRAINAGE DICH OR 57111LICTMd. 4. ALL CONECTMINS (ELBOWS, WYES, ETC.) WIFN Y PAY LTS FOR OUTLET WE - - - - ME TO BE K THE SINE CRUSHING STRENGTH AS IRE OUTLET PIPE. COLDIRCIK SIDEWALK OR AN ENTRCE UNPAVED SPACE 5. OUTLET PIPES ARE TO W INSTALLED ON 2Z MIN. (3% DESIRABLE) GRACE AND PERFORATED LOCATED EVERY 350'MAXNW OR AS NOTED ON PLANS. RDRAN � G. OUTLET PIPE TO BE SECUELY CONNECTED TO EW-G OR OTTER DRANAOE PERrgiATED TRENCH WITH LINDERMAN 9 N.GECATE SUR.ICTUE. PIPE 7. WmN THE LINTS OF A CON&RCIA. ENTRANCE. NON -PERFORATED PIPE 5WLL BE - - - UTILNED IN LEU OF PERFORATED PPE. MNNLINE ROADWAY 6. THE LENGIM OF PIPE BETWEEN THE WW CONNECTION AND TIME EW-12 SHALL W ST'D.CURB LIMITED TO NO MORE FIRM T-0" TO PERMn CAMERA NEPECTMN OF THE WIN llE L CUTTER UDERDRAN BETWEEN THE LIMITS OF STD. CLNB IN OTHER DRECTDN COLNERCIAL ENTRANCE LIAR RETURNS L GUTTER GULL BE NON-PERFORAlEO PIPE. 9. IN SITUATIONS WMEN FUEL DEPTH OF STARRED OIPEM-ORAOED MATEWAL CANNOT BE MANTANED RIDER CURB AND GUTTEII. NO. 20 AGGREGATE SHALL BE USED UNDER CUB AND GUTTER. NO. 21B AGGREGATE MAY ALSO BE USED FROM TOP OF STABILDED OPEN -GRADED MATERIAL LAYER AND CURB AND GUTTER. REFERENLEN STANDARD PAVEMENT EDGEDRAIN v "" WOAD AND MGM STANDARDS 240 REV15gN DATE SHEET 2 Oi 2 256 5p1 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 0•,07 1 H in U zLLI Of aTaTaTaT� V ) N V I- UJI I W W a =n JOB NO. 112066 SCALE AS NOTED SHEET NO. 9 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. REQUIRED BAPS ME TO BE NC. 5 X S" PLACED T CENTER TO CENTER ALONG 'I BOTH SIDES OF TH RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE CCVER 1/,'. 7777�,E,, 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 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 i m E� UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL -� 12:1 M 9�+ ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5� �, AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2'NM AT $ ,2" HIGHER THAN THE CURB OPENING IS PLACE) WITHIN THE LIMITS OF THE CROSSWILK Mp 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 RA (CANNOTACCOMMTYPE G TRAFFIC,OREFER ATE THE TURNING TO STANDARD REQUIREMENTS COMMERCIAL ENTRANCE (HEAVY PARALLEL TICIPATED WAVY TRUCK 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 0 O O O O O O O O + = 1.. 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0O O 0 O O 0 0 O a C O O O O0.2"502 - 652 OF BASE DIAMETER 0 0 0 O O O 0 0 0 0 O O 0 O TOP DIAMETER 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 ALBEMARLE COUNTY GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL .'TAT AT DT AAT /'VATLTD AT AT/)7'17C 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 - WATERTIGHT MANHOLE FRAME AND COVER.pdf •5 DOWELS, S" LONG 'A' ISLE CONSTRUCTION AT 12" C-C JOINT 5' MIN. 12:1 MAX B, � I es I 12H MAX B 2' 0 1 B RAMP J (SEE TABLE) TRUNCATE. COMES A SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MIN SHPPE TO MATCH FACE OF ROA➢WAY CURB BACK OF CURB 46 :1 MAX. 20 :1 4B IM --TMIN.--I 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 a"`ATI°" RISEM".DN IEHRENCE RDEElCE REY.7.D5 GENERAL NOTES so 05 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 TYPE B PARALLEL APPLICATION ROADWAY GRPDE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB fi" CURB 0 4 6 1 5 7 2 5 B 3 6 9 a 8 12 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 CD-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 SUBBPSEDITCH LINE ELBOW FILL COMBINATION LNDERORNN '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 MAERIAL) -----t�-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 SURFAGELBASE / 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 MATERML TYPEIORII •o•o o TY/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) FRIC 1'. NON -PERFORATED OUTLET PIPE FABABRIC 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 D� r-D^ 1 ILL C(E GENERAL NOTES LOCATED ATCFNS POINTOWHENOMTN SUSRBASE MIDNOT SUBGRADE ARE STABILIZED. 1. TRENCH SI-N-L BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO 2. TRENCH SHALL BE FILLED WITH AGGREGATE AMID THROUGHLY HMD TAIZPED 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 GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MN. IS NON -PERFORATED OUTLET PIPE 3• OUUTTLLETWE SHALL 9E RACED ON AT THE EDGE ELOF INAETRAVELLME R SLOPPAVEMENT MIN. (3% SHALBEI GRADE. DESIRABLE) GRADE. • _ BRIDGE "- '- SUBBASE 3. ON CURB AND CUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD•2 CUTLETS FOR CROSSDRANS, THEY ME TO BE LOCATED SO AS TO OR" INTO DROP CD-2 INLETS OR MANHOLES. 5'-0" SIZE NO. 218fB'SEATSE NIN. DEPTH) MATERX 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" NOV. DIAMETER WE g" 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 CRUSSRANS, THEY ARE TO BE LOCATED SO AS TO OFAWI 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 T-C" ABOVE 6. INVERT ELEVATgN AT OUTLET END OF OUTLET WE TO A MINIMUM OF 1'-0" MOVE INVERT ELEVATION OF RECEIVING DRANAGE DITCH OR STRUCTURE. INVERT ELEVATION OF RECEIVING DRNMIGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 8. ALL CONNECTIONS (ELBOWS. WYES. ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO N WALL THICKNESS (MN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETCJ WITHIN PAY LawTS 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 pRNNAGE B. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER ORAWAGE STRUCTURE. STRUCTURE. SPECIFICATION REFERENCE I STANDARD CROSSDRAIN XVDOT 1VO= STANDARD CROSSDRAIN SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS ROM ROAD Mp BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) (AT LOWER END OF CUTS) 232 501 REVISION DATE SHEET I OF 1 SHEET 1 GF 1 REVISION DAT 501 701 VIRGINIA DEPARTMENT OF IRMSPOR-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- °o%dQISteel Beam,min, size) .° 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 LINE 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 - z' TO 10' ---1 -__. 8" GATE �' '"I VALVE ol 1J TEE 2500 P.S.I. CONCRETE BASE AND THRUST 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 8 4 2'x 2' BEARING AREA. THRUST BLOCK ', 4 ° 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 mrn vW \ N� U sE55"�"e ofF `a E O Eoa 3 - o 1.t2 m !g F N u E 1J '-' IN LU U A g - -L LL n JW W o s OU E 6 Eg E Ear n E vRD u E " \ E h m �0 u 0 r I z o E E E <E U �W:E �E ME o w 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. CLASS 1 RIPRAP RIPRAP (TVP) 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 VOOT CLASS 1 RIPRAP. SEWER TYPICAL STREAM CROSSING N.T.S FIG. S-7 TD-38 SCOTT/R. C(SLLINSIZ I--1 Lic. No. 035791 pow 05/07/21w� 1 `rSlnnrAT. SVLIO Vl L Z I z O ' O H Lin i w 0 � u Z O c : 5CI LU OU ` ( Ul I- H LU 0 w NJ d L=n JOB NO. 112066 SCALE N/A SHEET NO. 10 1992 FENCING AND I � ORP DNE� SNOW FENCE BOARD FENCE r Aso— CORRECT TRUNK ARMORING am TRIANGULAR BOARD FENCE / — Plant Legend 338 EXISTING STREAM BUFFER \ I / / ' J / AREA OUTSIDE RESIDENTIAL- � 9 / LOTS: 33,500 SF \ \\ 1 / / WITH RUBBERLE HOND SE GAUGE WIRE WITH RUBBER HOSE&TURNBUCKLES \�11yI S'y'/ TREE PRESERVATION \ 2"x2"HARDWOOD STAKE �7 TREES UP TO 4" CAL. SHALL BE STAKED WITH z-z"xz" HARDWOOD STAKES. a9 y1'1� i AREA: 1g,6955F _ �/ CUT &REMOVE BURLAP FROM TOP _� V^III{/ TREES OFy"CAL. OR LARGER SHALL BE N COMBINATION OF 1 1 1/3 OF BALL AS SHOWN /' K GUYED WITH 3 EQUALLY SPACED, TWISTED, / DECIDUOUS&\ \ ` \ _ SCARIFY SUBSOIL TO 4" MIN. DEPTH 1 - AND TURNBUCKLES. LOOP HOSE AROUND EVERGREEN TREES -� - / TRUNK. FLAG WIRES WITH COURVEY TAPE. MULCH SAUCER /y S�6eS FINISHED GRADE t 1/�✓ REFER TO SPECIFICATIONS FOR l/ , /V /� FURTHER INFORMATION % f TREES UP TO 4" CAL SHALL BE STAKED. x 1 \ fJ \ I TREES 4" CAL. OR LARGER SHALL BE � � LIMITS IOF kir En PROTECTION EXISTINGI o' 4�'y GUYED WITH 3 EQUALLY SPACED FENCING TO PROTECTTHE� 'i2'4� PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) TOTAL SITE QUANTITY COVERAGE (so TREES UAP ULMUSAMERICANATRINCETON' PRINCETON'ELM 10-12'HT 1 397 1 29 1 11,513 QS QUERCUS SHUMARDII SHUMARD OAK 10-12' HT 329 25 1 8,225 QP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 1 471 1 46 1 21,666 QP QUERCUS PALUSTRIS (OFFSITE R/W) PIN OAK 31/2" 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 FLORAUTTLE GEM' JUTTLE GEM MAGNOLIA 6'-8'ht. 1 82 1 18 1 1,476 TOTAL CANOPY I I I 1 1 43,892 Lic. No. 035791 It, 09/27/21 w'0 o1sI0NAL E�Cs� LU 1 z LD J N > O i V) i ED S g Lu y \ S \ CANOPY REQUIRED = 2o%x(5.842 AC - 0.769 AC - o.io2 AC) �, 2 �\ V� TREE PRESERVATION \ CANOPY REQUIRED (20%) = (5.842 AC - o.871 AC) x 20% o.9942 ACRES 43,307 SF in U) � AREA: S,105 SF \., PROPOSED PLANTING CANOPY CALCULATIONS: i.008 ACRES 43,892 5F z_ z ex Source: Va. DSWC Plate 338-2 \ o - COMBINATION OF �� W LL o DECIDUOUS & \ Conservation Plan Notes: EVERGREEN TREES S III-401 I PROPOSED6' ���� 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT d s4 �% LANDSCAPEAND �' ��A OPEN �'�PROPOSEDPRIMITIVE �\ CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE MAINTENANCE \ �\ S E C TRAILWAY (TYP.) \ �\ COUNTY ENGINEERING DEPARTMENT. h € J LOT/12 EASE_ MENT p \ ( 3 9 Coun of Albemarle / 1. 6 \ \ 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL ConaervsHon ecklist Plan Ch- To be placed on Landscape Plans " \ s SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. o (Handbook, pp, IH-284-111-297 for complete specifications) � \ \\ O ,.`� ` \ 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORM WATER MANAGEMENT FACILITIES Tkefonowmel maabaBbe bewaeameola": I� LIMITS OF TREE PROTECTION / m / I \ \ LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE c LOT 1 \ \ \ PRESERVED AND PROTECTED. o � Trees rebesaved, / I � � FENCING TO PROTECT THE o El burns of clearing(oussidednphneofareastobesaved); I \ \ WOODED AREAS TO BE ® Location and type of protectivefenang; I _ e �.. i \ \\ S 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE \ PRESERVED ON THE SITE 0 hadechgea aquvvgtreeweuaorwads; �� LOT 16 ` V PRESERVED AND PROTECTED. r4 .i Proposed trenching surrounding beyond the limits of clearing. Ln � � I ` :.li ^�� % _ \ \ 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE of TREES TO BE ¢ .4 Ln CD rrN .E 2. Marwnes: dti \/ a \ \\\ PRESERVED AND PROTECTED. 0 0 0 0 All". to be saved shall be marked with print erribbon at a height clearly visible to equipment operators. I : �� - I - .� 9 No grading shall begin until the trcemmkinghas been inspected and appowedbyaCounty lnspecom. LOT 10 \\ \ \ N \ 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED / LOT 1 ` \ \ \ BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. Pre -Construction Conference: , -� z ° / k1 Tree preservamaand pretecdeam�messballbereviewed with the �nacmroadte. _ " �' 1 � 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR 4. EaniomemoneraHonanastoraee: II f (_ x/ �� '� �'\V A 77 N /� / OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS U Heavy equipment, vel£culartmffrrcandstorage ofoocestructionmazormsincluding soil shalnot bapernittedwitlitthe driptinmoftrem — j A A �� A c? OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST to beaaved. /�' EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT as \ \ e TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. s. sea Eeadaaand smrmwater Detemiaa Deviser: ' LOT \ (yy \ \ eN — PP��rr�� ® Such devices shall not adversely atlas[ trees m be saved. L V'T 18 V J 7 / \ \ \ N �' 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND L " \ \ \ \ PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION o B. Po-Fo-er: ° \ \ \ AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A m f7 Fires aranotpormitted within 100 loot ofthedriplinoo£tram to be saved. v ° \ °4 \ \ s \ \ 7 PROFESSIONAL FORESTER OR TREE SPECIALIST. M o L 7. Torle Materials: �� : •A i / (� 3 ® To cmateriassalaotbestoredw tin too feet of hedriplineof ee to be avail. \ / 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND ° >< \V / PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT N o S. ProlmdreFersimm; �-: PEN _- / \ ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL n O Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. I I I� \ IS LOOSENED. W ° Q Fencing shall be in place and shall be inspected and approved by a Countylmpectorprior to grading or wms ctron. / 4 LOT I '', A ` \ \ 1 I n \ \ 0. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN M 'c 9. Tree Wells: I -� .072A \ \ �\ / \/ MEASURES REMOVED DURING THE FINAL CLEAN-UP. �1 (C-1 ° ® When theground level most be raised within the driptine ofarose to be saved, atree well shall be provided and aconstmetron detail f \ \ \ \\ \,/ / N L / O subnutted for approval. / - I „ PROPOSED 6' \\ \ \\ \ `� // 0 O 10. Tree Walla: /� — ) ,- " PLANTING STRIP \ \\ ., \ P \ 5 / \ \ \ \ ` CSi m 21 Whev the ground level most be lowered within the dnphne a tree to be saves, a tree wall skull be provided, and a construction derail a 1N � /'� \ 4 ..\ \ l \ \ submitted for approval. LOT 1 �I \ \ S �- / \ N 11. TreaehiaaaadTaanelme: I �- LOT t ( " 0� \\�\ .. ss a V � EXISTING 100 N N-I. When trenching is required within the limits of clearing, it shall be done as far away from the ranks of trees as possible.Tunneling I� ( I \ \\ _ ' '�\ \ \ \ \ \ STREAM BUFFER \ z o under a large tree shall be mnsidered as an eltematrve when it is anticipated that nearsary trenching well destroy fceder roots \\ r / \ \ ` W Irk / I R�CREA� 1ON a s \` 1 ' 12. Clean ) I \ / e \ \ I \ \ \ \ \ ` Y® L L— o ® tePro c[ive fencing shall be the last items removed during the final cleanup. �� / ' LOT 2 O I � R EA \\ �- / \ � / \ \ \ L y LU 13. Da maul Trees: i\ e \ c \ J �f ® Dam trees shall be treated immediately by pmning,fertrlimtion rootharmelhods racommrnded by ahea specialist / I LOT V : I� I� \ / / \ \ \ \ \ \ \ \ ` �' J \J L NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION / \ / 4, , \ \\' _ \ \ \ \ \ / /r o REQUIREMENTS. / ( I -. \ rrx ° l I ' - t \ \ / < \ C 05/06/21 ILOT .o OWNERSIG ATURE (DATE) 05 �- PROPOSED STREETr - �\ , TREES (TYPJ I I 1 % ( Z O = CONTRACT PURCHASER SIGNATURE (DATE) 1 I x ° I LOT 2 � I \ \ \ \ \ (� c 6/1706 Pape1afl 25 CIS LOT.3o: LOT......., 1 1� LOT 28 �I z o _NOTE: as LANDSCAPING PLANTS AND TREES ADJACENT) 1\ 2. TOTHESIGHTDISTANCETRIANGLEWILL LOT4 ) ", m� - I� �- \ \ \ \ \ \ \ U J l!1 m NEED TO BE MAINTAINED IN AREA BETWEEN 2 TO FEET ABOVE GROUND AS A CLEAR \ N Ia= -_ — I LOT 27 P \ \\ \� 1 ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. ` _ \ \ Y �� C o . Z OE l _��-� III LOT3 I �Q � I � 3 I x � � \ Now � 1 � 0 J o I _ A x Q z Ul F-LL. w (i8)M - LOT 2Lt r) w z LOT 2 �� V �o Z of z a z �l r J o — 3 I I _ r �� V A� LOT 33 32) LOT 1 �� LOT 25 i ii �v v w \ IN I ~ O STREAM B WOODED AREAS TO BE \ H7 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 PRESERVED ON THE SITE - -. _ l - _\ - '_ _ BRANCHES AS '` VV TURNBUCKLES UP TREE �3 OT NOTE: / i — — � —III - —_ n III =III ' SHOWN, FLAG WOVE AS SHOWN, FLAG WIRES WITH COURVEYTAPE. REFER TO SPECS \y �\vl 2"x2" HARDWOOD STAKES, ALIGN i. STREETTREES PROVIDED 40' O.C. AND 5'-2o' FROM PROPOSED UTILITIES. /� IIIIII ✓ —III FOR ADDITIONAL INFORMATION. / TOP OF STAKES 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE 11= III _ —III III III- AMENDEDSOILMIX I, / V I I MULCH SAUCER HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. COMPACTED SUBGRADE/sJI ,fbf YI AMENDEDSOILMIX 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES \ AND ACCOMMODATE PEDESTRIANS. Tree Planting and Staking Detail g g IIIIIIIII 111=11 4. TOTAL STREET FRONTAGE =ggo'(INDIGORD)&84o'(CRIMSONST)=i,83o' LOT 1 S 1I III REQUIRED STREET TREES: 46 (iTREE PER EVERY 4o' OF STREET FRONTAGE) Not To Scale 1=1 CUT AND REMOVE BURLAP FROM TOP PROPOSED STREET TREES: 49 IF 111 11 213 OF BALL AS SHOWN NOTE: 99o' OF STREET FRONTAGE ALONG INDIGO ROAD _ -- — SCARIFY SUBSOIL TO "MIN. DEPTH 4 REQUIRED STREET TREES: 25 LOT 14 -I—III III III I III III COMPACTED SUBGRADE PROPOSED STREET TREES: 28 NOTE: 840' OF STREET FRONTAGE ALONG CRIMSON STREET ( III III / \ REQUIRED STREET TREES: 22 / \ PROPOSED STREET TREES: 22 13 Evergreen Tree Planting Detail SLOT —� Not To Scale TOTAL SITE AREA: 5.842 ACRES 254,478 SF TOTAL STREAM BUFFER AREA (OUTSIDE LOTS & ACCESS ROAD): 0.769ACRES 33,500 SF — TOTAL ACTIVE RECREATION AREA: 0.102 ACRES 4,450 SF CANOPY REQUIRED = 20%(SITE AREA - STREAM BUFFER - ACTIVE RECREATION) - - — _ - (0.025 �Tn �r 1Ti / ALL 6� LUb " — - — (49) QP STREET � 02 AC) 136 ` — 30 / 0 15 30 60 12 8^NA) y a 1 �67� � � �66— � TREES—�fi66� 21 � I y y y SCALE � CLAUDIUS �v6s Ny2 ° \ 1tt = 30' — \ CROZET ( IN FEET ) \ SHEET NO. 11 s 66�� GOAL I FENCE PARK I iHcn = so f in 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�.R-6 RESID I 3924 PG. 271 I I I 56A2- - 300 .I I JONES, BEND MARTIN I OR SARA BE 0.2120 ACRE w I I I ZONING: R- SIDENTIAL s I I I D.B. 4369 PG. 1 9 ice! o I I I 056 - 200 BEASLEY,ALBA OR PAMELA B I I 0.2120 ACRES I ZONING: R-6 RESID I I B. 2275 PG. 096 .I I � J 056A2-0 0-00100 MACLE , GERARD E \ OR AMY \ 0.2710 AC ZONING: R- RESIDENTIAI. D.B. 28 .731 r ) i Lk� _■______ ®_. ■ •11 r L' ■ cur Table 6: Sump Inlet Design Table IIIIIIIIIIIIIIIIIIIII, "'®�. III®®' 111 11 ® 11 _-__------_-- IIIIIIIIIIII1IIIIIIIIII,IIIIIIIIIIII1IIIIIIII,IIIIIIIIIII1-IIIIIIIIII1IIIIIIIIIIII1®��®m®®�� ®-_-_ 1 111 1 1 11 11 1 1 1 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 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 1 40.18 2.15% 654.95 654.04 HDPE rl Sq EC \ N \ r\-369AC), I" \\ \ \ iT•�1 I 1 srAv r I bt07- 1 12 056A2-0 Ol 0 072A0_ �� "°'"• w `% h : ` CLAUDIUS CROZET PARKING \ I �� 4 \I� �_ '07-32 11.6650 ACRES / - 1\ ZONING: RURAL AREAy' \\ _ w D.B. 1536 PG. 408 / \ '"', e: w w C T GRAPHIC SCAM 6 �Nc" 50 0 25 50 100 200 rA \� �� �07- � �I 34 ( IN FEET \Yq KFT s °$AQ �, „ SOT it I inch = 50 ft. ry pA('6 r; 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 c .22 01 om c ° m m 10 ry c' N a m m a c E c O 0 `` w in w t '° 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 im N P. _ m C dp 0 N c OU Z,• d rym U V O F 'gyp' �L' W a Q £ n E a > - Q (5 ¢ U O O O left 0.17 0.86 0.146 0.95 0.00 0.95 0.0010 0.0200 2.0 0.0833 4.1850 10.08 right 0.10 0.86 0.086 0.56 0.00 0.56 0.0010 0.0200 Z 0.0833 4.1650 8.26 12 3C 6.0 combined flow 1.5 0.17 0-365 8.36 Maximum allowable spread=15' left 1 0.13 10.76 10.099 0.64 0.00 0.64 0.0010 1 0.0200 1 2.0 1 0.0833 1 4.1650 8.70 right 0.48 0.76 0.365 2.37 0.00 2.37 0.0010 0.0200 2.0 0.0833 4.1650 14.20 20 3C 6.0 corbined flow 3.0 0.27 1 0.578 1 13.25 Maximum allowable spread=15' left 1 0.18 10.72 10.1301 0.84 1 0.00 0.84 0.0010 1 0.0200 1 2.0 1 0.0833 1 4.1650 1 9.63 right 1 0.09 10.72 10.0651 0.42 1 0.00 0.42 0.0010 1 0.0200 1 2.0 1 0.0833 1 4.1650 1 7.43 28B 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 �1dr C �i + Tc 2u _ >p o N oo `m Da o a U q 3p o A a rnm ` E `J° ~ p 29N °' E YO ' W VJ d c II p ` > a Lu o 0- - d (i ci 5 c6 1. w° a 10 38 8.0 0.17 0.79 0.134 0.54 0.00 0.54 0.0300 0.0200 2.0 0.0830 4.1500 4.30 0.93 3.5120 0.1463 0.1561 6.22 1.29 1.00 0.54 0.00 Maximum allowable spread=15' 14 3B 8.0 0.13 0.90 0.117 0.47 0.00 0.47 0.0336 0.0200 2.0 0.0830 4.1500 4.00 0.95 3.5120 0.1463 0.1590 6.00 1.33 1.00 0.47 0.00 Maximum allowable spread=14' 18 3B 8.0 0.09 0.83 0.075 0.30 0.00 0.30 0.0346 0.0200 2.0 0.0830 4.1500 3.36 0.98 3.5120 0.1463 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 0.1488 8.08 1.49 1.00 0.86 0.00 Maximum allowable spread=14' 26 3B 4.0 0.23 0.72 0.166 0.66 0.00 0.66 0.0209 0.0200 2.0 0.0830 4.1500 4.98 1.00 3.5120 0.1463 0.1663 5.86 0.68 1.00 0.66 0.00 Maximum allowable spread=14' 28 3B 12.0 0.03 0.70 0.021 0.08 0.00 0.08 0.0626 0.0200 2.0 0.0830 4.1500 1.87 0.95 3.5120 0.1463 0.1590 3.52 3.41 1.00 0.06 0.00 Maximum allowable spread=7' Table 7: Grade Inlet Design Table Intensity 6.50 (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 v � � a ry O N N L m m o c c a +XX p O. 1r d i0 O " > 3 iJl N U O W U N N > C O U O °1°i p O U N C rn 3 t 'p Q? O °I Y = to N U C-00 O U 3 N rrR c r+ p ` O to ` O `` " a m rn rn rL' m c > ❑ U c3° d >i 0- - d (i 6 C7 ai rn w° of i%i = 10 3B 8.0 0.17 0.79 0.134 0.87 0.00 0.87 0.0300 0.0200 2.0 1 0.0830 4.1500 1 5.16 1 0.88 3.5120 1 0.1463 0.1488 7.85 1.02 1.00 0.87 0.001 Maximum 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 4.79 0.89 3.5120 0.1463 0.1502 7.62 1.05 1.00 0.75 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 4.03 0.95 3.5120 0.1463 0.1590 6.15 1.30 1.00 0.49 0.00 Maximum allowable 22 3B 12.0 0.30 0.72 0.216 1.40 0.00 1.40 0.0335 0.0200 2.0 0.0830 4.1500 6.04 0.81 3.5120 0.1463 0.1385 10.33 1.16 1.00 1.40 0.00 Maximum allowable 26 3B 4.0 0.23 0.72 0.166 1.08 0.00 1.08 0.0209 0.0200 2.0 0.0830 4.1500 5.97 0.99 3.5120 0.1463 0.1649 7.23 0.55 1.00 1.08 0.00 Maximum allowable 28 3B 12.0 0.03 0.70 0.021 0.14 0.00 0.14 0.0626 0.0200 2.0 0.0830 4.1500 2.24 0.88 3.5120 0.1463 0.1488 4.49 2.67 1.00 0.14 0. 00 Maximum allowable PIPE DESIGN n = 0.013 � C d E 'Lo^ c .4' f/j h ry o+ y 5 o E d g E c ° 'c v E 3 o E 00 E m O _ > 3 y V/ W _ Q .10.. U U U H O O > C C J C N ❑ U- > IL Pipe run: STP-14 - OUT 14 10 0.13 0.90 0.117 0.117 5.00 6.67 0.78 0.78 658.26 658.06 29.9 0.013 0.0067 15 5.28 3.01 0.17 10 8 0.17 0.79 0.134 0.251 5.17 6.61 0.89 1.66 657.96 657.81 25.7 0.013 0.0058 15 4.94 3.58 0.12 8 6 0.00 0.30 0.000 0.484 5.47 6.52 0.00 3.15 655.56 655.29 50.3 0.013 0.0054 15 4.73 4.11 0.20 6 4 0.00 0.90 0.000 0.484 5.68 6.45 0.00 3.15 655.19 654.38 157.4 0,013 0.0051 15 4.63 4.05 0.65 4 2 0.00 0.90 0.000 1.695 6.32 6.26 0.00 10.61 654.29 653.75 21.5 0.013 0.0252 18 16.66 9.93 0.04 2 OUr 0.00 0.90 0.000 1.695 6.36 6.25 0.00 10.61 653.65 653.10 22.6 0.013 0.0244 18 16.41 9.84 0.04 Pipe run: STR 12 - STR 8 12 1 8 0.27 0.86 1 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 16 0.30 0.72 0.216 0.674 5.68 1 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: STR-26 - STR28 26 24 0.23 0.72 0.166 0.166 5.00 6.67 1.10 1.10 667.17 665.83 28.0 0.013 0.0478 15 14.12 6.65 0.07 24 28 0.09 0.85 0.077 0.242 5.07 6.64 0.51 1.61 665.73 665.49 45.5 0.013 0.0053 15 4.69 3.45 0.22 lt SCOTT/R. CDLLINSIZ Lic. No. 035791 L� p 05/07/21 4j W N Q Ln � N 0 co co 1 W CD N N W N 1 > > W Uj L9 O N J E km Q m E o' W U r LU r I- II, Zw NW U) x L E � r LU J� /Q V 0c) CD N U LU F- II. -III U) Ln Q p z LL Q� i LU () V cz 0- < _j J Q �1 F- 00 LL Q z O� �1210-0 W z LU (JI�j V w w a u=) JOB NO. 112066 SCALE 111 = 5Or SHEET NO. 12 FUTURE PROPOSE®' °°°°•° • °°• TH 99 ROAD IMPRO rEMEMTS I 1 OFh {3) 4' BENCH SWINGS r - --.� \ :: °,` NOTE: THEE E GENCY ACCES R®A® H® N ON THIS o scoTT R. LINs 0 PLAN SHALL BE CONSTRUCTED TO THE LOCATION AT U Lic. No. 035791,E WHICH THE CURRENT PARK RIDGE DRIVE HAS BEEN o 4 APPROVED, BONDED® AND CONSTRUCTED. BASED ON �o� 09/27/21� CU'RRENTC CONDITIONS, THE E ERGENCYACCESS ROAO� � �SSlotvaL E��t S U / HALL BE CONSTRUCTED BOUNDARY LINE OF THE GLENBROOK PHASE I SUBDIVISION, AS SHOWN ON THIS WOODLAND ..::°:::::. �::�. °....�, °..� o:.•:.nv•... PLAN SHE EXTENDEDET. IF PARK RIDGE DRIVE IS EXTENDED WITH ANY IS TH F OTHER ROAD PLANS THEN THE BOLLARDS SHALL BE RELOCATED � ,,.�.�' _. _.. 1. .;, .. •:,:: ':: •:° �:�::°ee•::: °:;: °;;�:::;:•::.:•, . .• ... ,• �T®THIE TERMINATION OF THE ROADWAY, CINLY AFTER THE ROAD PLANS ARE APPROVED AND WALKING PATH':Qa:ee°e;e>°.°:..:°.•°° BONDED, ANDTHE ROADWAY IS CC0N!'7,TFUCl'7n \ --- tu �\a STEEL BEN WOOD BEI ca c RMHTWHICULARAMM [BUTS ca co Z a 4 C N N �` •SF \ u _ G a £ l , ,i• 7 ••v"°"° z z i V � V 0 051 UIBLKV�'Adlf BROOK PHASE I ki m m m OF WAY, PLATTED W .5, ® � �� ��,..,� F IW— F -XI � RECORD PLAT®�o a� ��. W � � • �" . , ° . ° . • " e ..• ..� .,:,. ;:. ° .,�,:.. a �;� _�� � RI�IIr�VI4IV�- � � � � � e; °:::::•°e::.;: °:: e •: s .;, ,:, °�., ..::��, ? � z � � LS a RIGI�T�IF � • :"'. • °' ° ° °' " , • ; •'',mot ' .. :"tt:�,. °, "_ � „•.'�:.':'�::.•::' :::.;: "„i. ::.. 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N'ew � �° • .S tty�Ju. .e°°.�.,I I�.,,°°g°.9:.• e vp FAMM AS �5 0 a. , 5'1 \ �.1 '—I G a yy tl W O i : , : , Z I " m FIRE PIT Y!!i.'_•• '3-�. _ per' 6 { T ws� MAUNFA URED B 'DER NATURAL BOULDERS L i RA- IMAGE EASEMEM U Sn L C �7 4 _ e. 3 a 1� c l' i W i1, V C 41B SRO .O�E�O� ®-� ITT F � v £Z Sf •Z: E3[�f✓-41�6�li-d li 1111 n m n n M 1 . �� �'� r CMG; I �� • � � � � v3 � � �;: _ : r 'PROP -� N l0 01 LORAIN ' -' vv �•TA � 'rai F fir; �yv �o�� � � i+1tA1 'r$' - �.�.,. _ �: qqq. "•G,.u�° 21 LEVEL LAWN AREA FOR MULTIGENERATIONAL PLAY: J ®P Ll BOCCE, CROQUET, BADMINTON ETC. BOCCE BALL 4� BADMINTON CROQUET � PACE — - ° -_� N Lu -U90!?G;F'r \ C'') �5l7���,�r' � "� °° ..�v`:. ;a. °� �� \,o �•v� S< .,� �:' eS� � ,� � pe°e�e epees: � � �� FIRE PIT ' ° " ° . •' � �5 '. .- :� .aid " "' Qv� �• �� �� \� s � � A�Cs Bu l o v S' �i / CD f \ E cl.ON 1p "r. r- .':. `. , • •. `i LO[3I '2w °C°°•eiF:;:i::: r - f7 Q , rrl �?�l � a N Z . �:..•�L BOULDER CLIMBING AREA. 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