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HomeMy WebLinkAboutSDP201900067 Plan - Other (not approved) 2020-04-02FINAL SITE DEVELOPMENT PLAN FOR LEGEND EXIST NEW DESCRIPTION 165 TC x 12' TC TOP OF CURB ELEVATION 165 x 12' SPOT ELEVATION 165 TW x 125 TW TOP OF WALL ELEVATION 165BW x 125gW BOTTOM OF WALL ELEVATION BENCHMARK m STORM SEWER RD RD ROOF DRAIN �. SEWER LINE Vw s"W WATER LINE Gas GAS GAS LINE OHE GHE OVERHEAD ELECTRIC WIRE -UGE UGE UNDERGROUND ELECTRIC oHr OHT OVERHEAD TELEPHONE LINE ucr UGT UNDERGROUND TELEPHONE LINE D I- DRAIN INLET (DI) 0 0 STORM/SANITARY MANHOLE E E PLUG OV ®V WATER VALVE & BOX ♦ 4- FIRE HYDRANT ® M WATER METER ♦� F� LIGHT POLE �- UTILITY POLE PROPERTY LINE - - - - ADJACENT PROPERTY LINE VACATED PROPERTY LINE -0- BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT -- -- GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT - - WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE ---•- FENCE STREAM 312 12- INTERVAL CONTOUR 300- -oo- INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER as CONCRETE PAVEMENT / SIDEWALK RIPRAP ® ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 10 PARKING COUNT 11111' 11 111111' 1 CROSSWALK HANDICAP ACCESSIBLE AISLE CG-12 HANDICAP PARKING NOTE: THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. ECOVILLAGE CHARLOTTE5VILLE TMP OG 100-00-00-2 1000 * TMP OG 100-00-00-2 I OAO 5DF 201900OG7 RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 =500' Ch arlotiesvillre High ScIIrin1 adiuI"E'1 - 1 � Taylor"s Auto Body Shop SITE-**�, _ M Advautpige Home 9 Contracting f Charlottesville ZCe ti C ' rQ 1i, SHEET INDEX (20 TOTAL) C I - COVER SHEET C2 - EX. CONDITIONS * DEMO PLAN C3 - SLOPE D15TURBANCE WAIVER C4 - BONUS I=ACTOR5 C5 - 51TE LAYOUT CG - CIRCULATION PLAN C7 - GRADING PLAN C8 - UTILITY PLAN C9 - UTILITY PLAN C 10 - LAN D5CAPE PLAN CI I - HABITAT RE5TORATION PLAN C 1 2 - 51TE DETAI L5 C 13 - 51TE DETAI L5 C 14 - 5TORM * 5AN . 5EWER DETAI L5 C 15 - WATERLINE FROEI LE5 * DETAI L5 C I G - 5AN . 5EWER FROEI LE5 C 17 - 5TORM 5EWER FROFI LE C 18 - OEF5ITE SEWER CONNECTION C 19 - RTE 250 IMPROVEMENT5 C20 - 51GHT D15TANCE FROI=1 LE SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION IMAGE PROVIDED BY GOOGLE MAPS DATE OWNER / DEVELOPER OWNER/DEVELOPER: ECOVILLAGE HOLDING INC 480 RIO ROAD EAST CHARLOTTESVILLE VA, 22901 MAGISTERIAL DISTRICT RIO ZONING R4 RESIDENTIAL SOURCE OF TITLE TMP 06100-00-00-21000: DB 4582 PG 174 6.34 AC TMP 06100-00-00-210AO: DB 4582 PG 174 0.18 AC BENCHMARK IRON & CAP BENCHMARKS SET THROUGHOUT SITE. SITE DATUM NAVD88. SOURCE OF BOUNDARY & TOPO BOUNDARY AND TOPOGRAPHIC INFO FOR TMP 61-210 FROM A FIELD SURVEY PERFORMED BY ROGER W. RAY & ASSOC. INC ON AUG. 23, 2018. BOUNDARY AND TOPOGRAPHIC INFO FOR TMP 61-A10A (OFFSITE PARCEL) FROM A FIELD SURVEY PERFORMED BY NIXON LAND SURVEYING, LLC ON DEC. 12, 2016. RELEVANT PLANS INITIAL SITE PLAN: SDP201800056 SPECIAL USE: SP201800016 VSMP PLAN: WP0201900053 ROAD PLAN: SUB2020---- SUBDIVISION PLAT: SUB2020---- BUILDING HEIGHT 35' BY RIGHT PROPOSED THREE STORY UNITS (ALL BUILDING HEIGHTS 35' OR LESS) SETBACKS 5-25' FRONT SETBACK 20' REAR SETBACK 5-10' SIDE SETBACK LIGHTING NO OUTDOOR LIGHTING EXCEEDING 3000 LUMENS IS PROPOSED. TRASH REMOVAL LOCATION OF TRASH TOTER STORAGE NOTED ON SITE LAYOUT (C3) TRIP GENERATION USE DESCRIPTION ITE Qty in out total in out total Townhomes(Mid-Rise) 221 27 2 7 9 7 4 11 Single Family Homes 210 11 2 6 8 7 4 11 22 SLOPES THIS SITE CONTAINS 4,199 SF OF MANAGED STEEP SLOPES AND 41,772 SF OF PRESERVED SLOPES PER FIELD SURVEY. 9,866 SF OF PRESERVED SLOPES OVERLAY WAS SURVEYED AT LESS THAN 25% AND DO NOT QUALIFY AS PRESERVED SLOPES. GENERAL WATER AND SEWER NOTES 1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 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 DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). BUILDING & INSPECTIONS NOTES 1. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 2. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 3. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 4. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. EXISTING USE 2 SINGLE FAMILY HOMES PROPOSED USE 27 TOWNHOMES, 11 SINGLE FAMILY HOMES, & 1 GUEST LODGING UNIT: 39 UNITS TOTAL PROPOSED RESIDENTIAL DENSITY: 39 UNITS / 6.53 AC = 6.0 DU/ACRE SITE AREA=6.53 AC (INCLUDES INTERIOR LOT TO BE ADDED TO PARENT PARCEL) BASE R4 DENSITY: 4 UNITS/AC = 6.53 X 4 = 26.1 UNITS BASE COUNT. DENSITY BONUSES: SEC. 15.4.1: 10% AREA MAINTAINED AS EX. WOODED: 5% OF 26.1 = 1.3 UNITS ADD'L. SEC. 15.4.2: 7.5% AREA DEDICATED TO PUBLIC USE: 15% OF 26.1 = 3.9 UNITS ADD'L. SEC. 15.4.3: 50% OF UNITS AS AFFORDABLE UNITS: 30% OF 26.1 = 7.8 UNITS ADD'L. TOTAL COUNT: 26.1+1.3+3.9+7.8 = 39.1 UNITS LOTS WILL BE DEVELOPED AS R4 CLUSTER LOTS. LAND USE SCHEDULE EXISTING AREA % PROPOSED AREA % BUILDING 3,605 SF 1.3% BUILDING 35,830 SF 12.6% PAVEMENT 18,175 SF 6.4% PAVEMENT 39,204 SF 13.8% TOTAL IMPERVIOUS 21,782 SF 7.7% SIDEWALK 23,847 SF 8.4% OPEN SPACE 262,507 SF 92.3% TOTAL IMPERVIOUS 98,881 SF 34.8% TOTAL= 284,289 SF (6.53 AC.) OPEN SPACE 185,408 SF 65.2% TOTAL= 284,289 SF (6.53 AC.) LIMITS OF DISTURBANCE: 5.90 AC WATERSHEDS THIS SITE LIES WITHIN THE MEADOW CREEK WATERSHED. PARKING REQUIRED PARKING: 79 SPACES RESIDENTIA: L 2 SPACES/UNIT FOR 38 STANDARD UNITS: 38x2 = 76 SPACES TOURIST LODGING: 1 SPACE/ROOM FOR 3 ROOMS = 3 SPACES PARKING PROVIDED: 75 SPACES -64 STANDARD SURFACE SPACES FOR RESIDENTS (INCLUDES 3 HC VAN SPACES) -8 SPACES IN DRIVEWAYS FOR 8 UNITS -3 SPACES PROVIDED FOR TOURIST/TRANSIENT LODGING (INCLUDES 1 HC VAN SPACES) FLOOD ZONE ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY PANEL 51003CO287D), THIS PROPERTY DOES NOT LIE IN A ZONE A 100-YEAR FLOOD PLAIN. GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY.. AN ADDITIONAL THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO VDOT PRIOR TO PLACEMENT OF PAVEMENT TO ENSURE ADEQUATE DESIGN. IF A SUBGRADE SOIL CBR OF 6 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, THE VIRGINIA SUPPLEMENT, 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 TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. 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RWSA WATER EASEMENT /I TMP 610-188B I o Iz �'� ems. �' o w A __ __ l LISA RUSS _ " ' ' -�- -I �' sus= O r ' ATER SRW-ARV-16 SPAAR, ALBERT PETER III OR I' 1 r .t-�------ I � � r o �B 458,2 PG 1/�14 I �" /� I c� - I Ica 6.3j42 AC, / 0 7�G °��.,� �11 - -I--�--- _ T - - O. o s_ 'S o o_, P P D.B 2063 P. 15 000 0 S�t TBR 0- \. o �. - �°� os� oo. x ` \ o �G o 0 0 ` v A 7 o MANAGED SLOPES — 430 'yam w W 0� I I I c;, A°A. e ��O v\ o� o� cP 6 AUy ��ar'° vv own 3 v v v �,'� °a ,---_ °6 a� Tw �. \ — \ <� i . \ �tJ: I \ \ °_ %*6 <� — 'M, O / W n _ _ I i O I \ \ V' I i- - 1 \ \\ \ `ice l �' \ 7 7 o 7 �� �! �_ Olu — — 47 I W r_ l\ cn c' \ \ \ \ \ \ a 0 7 moo':�i. -- o I \ 1 b \ Yo O \ \ (S; I Z ` y 00' y°( / -- — "WWEE _ \ _ \ J J \ \''S \ \ Iz \I o -9cp, OUP : -4is 1i� YO— n r Off' Z 7 v t^G / \ 1 ': �n < O o o' 61 �. 7 \ N RIVE 1 7 \ < �r r o G o !� o _J w w I > A VED I O o < A .*A gyp .; v vv `vZ� I � � / 1 - �_ BENCHMARK- `• \ \ v �. �o ° - _ I / o c�J i-1 1 `""tea/ �� - -- , MAG HUB NAIL SET CONNECT UNDERGROUND UTILITIES BACK STING \�ERMANENZ 1 I, ' A RIP \r 1 -o �' o'�p \ r" o ' i,our o� ' - W �w IN ROOT OF 12" OAK �1 I o ' o o �' `� i �'�' �o �°" �'— < _ __-- ' w� ELEVATION= 470.67 TO OVERHEAD UTILITIES AT THIS POLE. 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WB124 P ERMANEN-' t-EASEWNfi %�'' r'a — �° _ W _ \ - /'/ \\ J \ \\ O 9VF \ \ bB 1075, P �Q6 <� \ 9S O i CITY TMP 47A 150 I \ < \ _ - - -SIGN 7Bf� ' 43 _ _ _ _ _LL < I a' --— €- ---- - _ - _ Date F STREET YF�COt1, - - — ____- s__---------- -- — / DEMO ALL EX STRUCTURES 4 7� STOP `SIGN Wy/Te t/ ��0 / DROP I AVED DI Cl� // EXCEPT THIS BUILDING. �ITfiTE /ROUTE 631 0 / / 11 04 2019 �� �Oz NF ; / INV-420.3�10 DAD EAST �/ / PRESERVED SLOPES Cb Scale SURVEYED < 2507` 1 =4n _ .__EMARLE COUN -- CHARLOTTESVILLE T/Y418.22' 40 0 40 80 120 V Scale: 1 "=40' CITY TMP 47A-150 Sheet No. C2 OF 20 File No. 16.009 \ In \Ldoo 1 I 80 I \\ i \\ ---� vvvv)v��', v (' CN w �O U � I, I OBE \ o �: d\ N CD Q (� a_j 4 0 LLI o .. �, W p�Z N Ld — �\ LL �a v y 00� v ON TREE PROTECTION Q 100� — Q \ SROPESVED — FENCING �O >01 � PRESERVED SLOPES — DISTURBANCE AREA `� v goo — 00,� . FROM SP201800016 SDP 201800016 SLOPES DISTURBANCE WAIVER 1. THE LIMITS OF DISTURBANCE WITHIN THE PRESERVED STEEP SLOPES OVERLAY DISTRICT SHALL BE LIMITED TO THE SIZES, LOCATIONS, AND EXTENTS OF DISTURBANCE AS PROPOSED IN THE "ECOVILLAGE: SPECIAL USE PERMIT SUPPLEMENTARY EXHIBITS" PACKET PREPARED BY SHIMP ENGINEERING, P.C. AND DATED 2/4/2019. 2. THE FINAL SITE PLAN AND LANDSCAPING PLAN FOR ECOVILLAGE CHARLOTTESVILLE SHALL BE IN GENERAL ACCORD WITH THE "HABITAT PLANTING PLAN AND "LANDSCAPE SCHEDULE" EXHIBITS PREPARED BY SHIMP ENGINEERING, P.C. AND DATED 2/4/2019 AND SUBSEQUENTLY REVISED 2/26/2019, INCLUSIVE OF ADDITIONAL MODIFICATIONS, AS NOTED IN A. AND B. BELOW, AND TO THE SATISFACTION OF THE DIRECTOR OF PLANNING. A. THE "LANDSCAPE SCHEDULE" FOR THE "HABITAT PLANTING PLAN" MUST BE REVISED SO THAT A CERTAIN PORTION (25% — 33%) OF THE TREE PLANT MATERIALS AND SHRUB PLANT MATERIALS ARE SPECIFIED AT A MINIMUM CALIPER OR MINIMUM HEIGHT THAT, AT THE TIME OF PLANTING, MEETS THE MINIMUM SIZE REQUIREMENTS FOR LANDSCAPING MATERIALS AS WOULD BE REQUIRED WITHIN THE ENTRANCE CORRIDOR. B. THE "HABITAT PLANTING PLAN" MUST BE REVISED TO BE SUPPLEMENTED WITH ADDITIONAL NUMBERS OF EVERGREEN SHRUBS AND EVERGREEN TREES AT STRATEGIC LOCATIONS IN THE VICINITY OF THE PROPOSED PARKING AREA PRIVATE FACILITY IN ORDER TO SUFFICIENTLY PROVIDE SCREENING FOR THIS PROPOSED PRIVATE FACILITY WITHIN THE PRESERVED STEEP SLOPES OVERLAY DISTRICT. A CERTAIN PORTION (33% — 66%) OF THESE VEGETATIVE SCREENING MATERIALS IN THIS VICINITY SHALL BE SPECIFIED AT A MINIMUM CALIPER OR MINIMUM HEIGHT THAT, AT THE TIME OF PLANTING, MEETS THE MINIMUM SIZE REQUIREMENTS FOR LANDSCAPING MATERIALS AS WOULD BE REQUIRED WITHIN THE ENTRANCE CORRIDOR. 3. IMPROVEMENTS RELATED TO STORMWATER, DRAINAGE, AND GRADING SHOWN ON THE FINAL SITE PLAN AND WATER PROTECTION ORDINANCE PLAN FOR ECOVILLAGE CHARLOTTESVILLE SHALL BE IN GENERAL ACCORD WITH THE SAME IMPROVEMENTS AND GRADING SHOWN ON THE "STORMWATER IMPROVEMENTS" EXHIBIT AND "PROPOSED ENTRANCE LAYOUT" EXHIBIT FOR SP201800016, PREPARED BY SHIMP ENGINEERING, P.C. AND DATED 2/4/2019 AND SUBSEQUENTLY REVISED 2/27/2019, INCLUSIVE OF ADDITIONAL MODIFICATIONS AS NOTED IN A. — C. BELOW, AND TO THE SATISFACTION OF THE COUNTY ENGINEER. A. ALL MODIFIED OR NEWLY CONSTRUCTED SLOPES TO THE EAST OF THE COMMERCIAL ENTRANCE SHALL HAVE A GRADE THAT DOES NOT EXCEED A 3: L SLOPE. GRADING UPTO A 2:1 SLOPE MAY BE PERMITTED FOR MODIFIED OR NEWLY CONSTRUCTED SLOPES TO THE WEST OF THE COMMERCIAL ENTRANCE, IF SUCH GRADING IS FOR THE PURPOSE OF MINIMIZING THE LIMITS OF DISTURBANCE IN ORDER TO PREVENT IMPACTS TO PRESERVED STEEP SLOPES AND TO PRESERVE EXISTING VEGETATION, AND PROVIDED THAT SUCH GRADING COMPLIES WITH THE APPLICABLE DESIGN STANDARDS SPECIFIED IN ZONING ORDINANCE SECTION 30.7.5. B. DRAINAGE IMPROVEMENTS ALONG RIO ROAD EAST SHALL BE DESIGNED TO MANAGE THE 25—YEAR STORM EVENT WITHOUT FLOODING. C. CURB INLETS SHALL BE PROVIDED ON BOTH SIDES OF THE NEW ENTRANCE TO COLLECT SITE RUNOFF BEFORE IT ENTERS THE RIO ROAD EAST RIGHT—OF—WAY. D. THE SPECIFIC MATERIALS AND PRACTICES FOR THE PROPOSED "OFF —SITE BANK EROSION CONTROL" ARE SUBJECT TO APPROVAL BY THE COUNTY ENGINEER. 4, ALL STORMWATER TREATMENT FACILITIES AND PRACTICES FOR ENSURING WATER QUALITY COMPLIANCE SHALL BE PROVIDED ON —SITE THROUGH THE USE OF DEQ—APPROVED BMPS FOUND ON THE VIRGINIA STORMWATER BMP CLEARINGHOUSE WEBSITE, OR THROUGH THE PRESERVATION OF ONSITE FOREST/OPEN SPACE, TO THE SATISFACTION OF THE COUNTY ENGINEER. V 0 u a 0 � U a E N W W z I z v W I zz � Q wI uz) d � z w� N a 2 N N W w V) w �_j (n> z w Q � 0 W _j Q w 0 N qF" —% OWN m - Jium P \ o lowO _ ` " '4'. 3 ' ` A V A i oe oo � !T1 /° / / 5 E 24 / ��� E v i ' �' ►►� w i \ '0 \� v PRESERVED SLOPES os / SURVEYED <25% i \ v o CD M CD CD Of w I 0 PRESERVED SLOPES l%l 11� DISTURBANCE AREA ' 0MONO Z --_ 1 FROM SP201800016 / PRESERVED SLOPES i ' DISTURBANCE AREA WHITE ��NE FROM SP201800016 ��UTE 31r i Nunn 6 I � SAFE - O � - RSA � �► -- ---- ----- - ----, �I LIMITS OF L / DISTURBANCE f GUALL - O \ \ O v z w W ` W �I i W .10 I� J U.w Date 11 04 2019 Scale 1 "=20' Sheet No. 20 0 20 40 60 C3 OF 20 Scale: 1 "=20' File No. 16.009 \` -A I I I I \ �\ I 1 \ I I `\ I ST E SIGN I ` 1 I I -1 L F- '"P!I = 1 0 MBRE 1 %" i e � ISSfl o i8' 0 L L + a' 51/. r = J-WA o r~ 9 C.. API - - 2T'IN / -:PIN PF3P�'41� SYCAM OPEC E ERD r j - =x7377 ol 8" _ - SOAK - =12 = ° �2 LA =OPINE- P AR _0 FQq�p�l(I 9 AC. _ - ; SPACE AR 0.24 ACRES FI A - _ 1 w E . - - - POW / r / r / 9� \ '1'0g0 \ i q �0, F \ .000 I - I 1 O000 I I i -_ _a ►r' m 1, \`OPEN SPACE B `,42716 SF I 1 I 1 \ I u° p I + ip' +. m I i I +1 I I II / _- I 4 + r 1 ) ial 1 ' z m I > I III I r) I I I ` 1 1 1 V �9 sy Fo F o G STREET & �G STOP SIGN o �o BONUS FACTOR 15.4.1 0.37 AC+ 0.29 AC = 0.66 AC MAINTAINED AS WOODED. 0.66 AC/6.53 AC=10.1 % OF TOTAL SITE MAINTAINED. r� 1�. I 1 ' -- --- - 7 --------`-- / ----- - - - - ------------ 7 BONUS FACTOR 15.4.2 0.49 AC PUBLIC ACCESS ESMT. 0.49 AC/6.53 AC=7.50% OF TOTAL SITE DEDICATED TO PUBLIC USE )SPEN SPACE - SF- ---___ � \ \ \\ G v A l 66 V A AI i / i 76 1 1 I / O-- ' _77- AD D 20' p 1 O11A + L -- 1 /OPEN SPACE D 13 ; e I / i / 34030 SF 1 za r 1 / Q % BONUS FACTOR 15.4.3- ,4 50% OF BASE UNITS (13 UNITS) + 50% F '�-� 15.,- �'/ OF AFFORDABLE BONUS (4 UNITS) = 17 4e UNITS TOTAL IN DEVELOPMENT SHALL BE w i AFFORDABLE UNITS PER COUNTY HOUSING REGS. EXACT UNITS TO BE DETERMINED. - 1 1 ' SO FOREST/OPEN -, / - C ACE AREk2. _046 ASS NSA & \ - 1, _ -- - -OPEN -SPA CZ_ B = - ROAD A 20' PRIVATE - -427T6 SF -- -- ' = _ FOREST/OPEN- "zo_ - - - - - - - - - - - SPACE AREA 2. - - - - - - - - - - - - Ei_� SP$CE -6- = = = = = = = = = 0.46a1CRES-RSG A- _ _ -- 4 - - - - - - - - - - - - - - - - - - - - - WN/TF�/�f-----_ _ _-_-------------_ - ----------------- w"lrFclN£ STATE ROUTE 631 RIO ROAD EAST BONUS FACTORS SITE AREA=6.53 AC (INCLUDES INTERIOR LOT TO BE ADDED TO PARENT PARCEL) BASE R4 DENSITY: 4 UNITS/AC = 6.53 X 4 = 26.1 UNITS BASE COUNT. DENSITY BONUSES: SEC.. 15.4.1: 10% AREA MAINTAINED AS EX. WOODED: 5% BONUS OF 26.1 = 1.3 UNITS ADD'L. AREA MAINTAINED: 0.29 AC. WITHIN OPEN SPACE A + 0.37 AC WITHIN OPEN SPACE B TOTAL MAINTAINED AS WOODED = 0.66 AC/6.53 AC = 10.1% MAINTAINED SEE ADDITIONAL DETAILS ON SHEET C10, AND SIGNED TREE CONSERVATION CHECKLIST ON SHEET C11. SEC. 15.4.2: 7.5% AREA DEDICATED TO PUBLIC USE: 15% BONUS OF 26.1 = 3.9 UNITS ADD'L. AREA DEDICATED: 0.49 AC DEDICATED IN PUBLIC ACCESS EASEMENT TOTAL DEDICATED = 0.49 AC/6.53 AC = 7.5% DEDICATED SEC. 15.4.3: 50% OF UNITS AS AFFORDABLE UNITS: 30% OF 26.1 = 7.8 UNITS ADD'L. AFFORDABLE UNITS SHALL BE SUBJECT TO ALL REGULATIONS SET FORTH BY ALBEMARLE COUNTY. NOTE: AT LEAST ONE-HALF OF THE BY -RIGHT BASE COUNT UNITS, AND ONE-HALF OF THE ADDITIONAL HOUSING UNITS ALLOWED BY THIS DENSITY BONUS SHALL BE DEVELOPED AS AFFORDABLE HOUSING UNITS. TOTAL COUNT: BASE COUNT + DENSITY = 26.1 + 1.3 + 3.9 + 7.8 = 39.1 UNITS S i - �WM FORESPTtJ0" _ = �\� 7 O i _ SPACE ARRE POPLAR OFTEN S�ACE- - - - i1E - 0.36=ACRE A= 25359- -SF 15=`= ' _-f2'FINE _ =PO_ i I -NAPCE OP�AR _ _15"WALNUfi _ -1 _ �� �� \ • A$F - -%A I N TA I N E-E' _ _ - _ o - = PUP - - _ = AS VVOOH_ED PINE STAROUTE TE UTE 631 - ✓_ wL� 12„ RIO ROAD EAST _=C�-TR TREE ° ROW OF _ - MAILBOXES BONUS FACTOR 15.4.1 = 0.37 AC+ 0.29 AC = 0.66 AC MAINTAINED AS WOODED. 0.66 AC/6.53 AC=10.1 % OF TOTAL SITE MAINTAINED. 30 • 30 60 •0 •- • - NEW 20' PUBLIC / DRAINAGE ESMT SHIED I I I I I I I r �J � o -70 / OPEN SPICE A =x73_77 Sf= a -0 _ _lLo SWM FOREST/ SPACE AREA p. _9 A C. 0.2�ACRES HSG' R' " A - AS W(3$ ECG —/ — 0— "PUBLIC TRAIL" BEGIN NEW 10' MULTIUSE SIGN PEDESTRIAN TRAIL. CONNECT TO EX. ALWOOD LN. PAVEMENT > i L / RESIDENTIAL DENTIAL NIT S UNITS 10 27 TOWNHOMES 1 TEMP. LODGING UNIT -,--'� - 11 SINGLE FAMILY HOMES I� 170, ` . IQ r a i ^o NO PA oG"o �` 39 TOTAL UNITS i ERSE I x 9�'' ALSO INCLUDES 1 EVENT SPACE BUILDING CG-6 QP \ s ��, NEW CONCRETE RET. WALL. 5' MAX HEIGHT f / 9O � NEW 10' PUB " W, 42" HANDRAIL. ( II \ IV ,, �,� \ \ , ,� DRAINAGE MT SITE SUMMARY OO \ xo c / oti s 0.12 ACRES DEDICATED AS PUBLIC ROW ADDED TO RIO RD I \ o /\ o c / 3.00 ACRES OPEN SPACE ( > \ �\ \ spa 9T�, ti / a /��G;< `•�� �,� -INCLUDES 0.49 ACRES DEDICATED TO PUBLIC USE lb 9ti \ -INCLUDES 1.06 ACRES DEDICATED IN SWM FOREST OPEN SPACE ESMT 1.31 ACRES ACCESS EASEMENTS 2..10 ACRES IN RESIDENTIAL LOTS �` np'` �`, - - 0.49 AC PUBLIC ACCESS ESMT. 6.53 ACRES TOTAL p �\ I \ �4'F�G \ R20' % 5 �`O `♦` \ - 0.49 AC/6.53 AC =7.50% OF TOTAL SITE DEDICATED TO � PUBLIC USE - - - O ��� v 'ohs, ��� f 1 6�5 �% Y .� 5A �� a . ♦�� ♦� - ---- -- _ 1 I HIGH ISI ILI Y FED .: �OQ 5n6� \< 8A ; `- C - \ Pill XING S IP S TYP. / I \ `♦\ �o�4 o���F 6p/ `♦�` �q S M cl, ."`.' a- L ♦♦ ♦ o , p DEST - -_ __ 10' MULTIUSE PEDESTRIAN BIC*STORAGE (6) _ ♦ , 1B `> RIAN R TRAIL TRABSITIONS TO 14' IAl% I P —PE*N P C _ ♦ NEW 10♦ PUBL r� q/� FIRE ACCESS ROAD & AINAGE'♦ S / c 2B 3B / C 55 — \- ` ` > NEW PUBLIC SWM o)� o� `z O �1 O MULTIUSE PEDESTRIAN TRAIL Ipl%l� o Q / p / - _ - _ I = = FACILITY ESMT ^oh / /� off` o _ W. 5' SIDEWALK. �► O) / _ — — +--� �.% ci cow �0 '�� cps o� 56�� — o - / -- — MAIL NEW 20, IC l�A _ I NEW S GM NTAL I i►l' i r'F� ..� i �' r� 76 BLO LLS. ���, l , 4 �' \ \\ -- I % I - ` 10 PU LIC / 4 0� 8B �►, I I 1 �i \ _ - T ; .E INAGE II �, � 1 968 SF I / 1� I i �-- ` CES - - - ♦. f 5' M rIGH I I►' I l� y o I 9A 1 F �` � __ IAC S � ,� � j � / ` 5• c� I / r 1 �-1— EACH AV 4 . i, / 1 3 STORY TH �o NO PARKI ` \,/ �p o� 2 GU R FAIL I co _ - OR TO ALL. I I�II� PP" UB / SW / 0 I j2 I/ ` _ - - - - ' 10 00 _ ` m / NEW 3 x46' I �-.- I FAdI ITY E� � - � - �`/ �♦ i �►:l� 3 STORY TH I / I 3 TORY TH I — ,� ��7gy,, / 704 SF 10A j j 68 SF 17A j \ I SDEWALK _ `♦� i o� as :� '►!' Ir r l j i d i i N W 20 P I C 5�� I� SF AINAGE EST NEW - _ 3 STORY - y I� _ ��I --- 12 a, -I I , � � �.�.LL.•.• �A3�ACCESS Url E S 0 � i 5 _ 3 TORY TH I �� �- I 3 ST RY TH t � ` ' " ' ' / , / , 1 " „ E D 20 PRI i 3 s 704 SF I 1 7 8 SF V5ill a r AGE (6) = J2� as BIKE TOR °a + I/ I l►G I / 3 �� SPACE - „�!� I 704 sF 12A i 1 I l TH ► ° Z�N SSA. i / I i i,. STORY — — — ,bqi / , U 3 0 � , i 1 � r-- t � / � %� %� � � 768 OF , --6.3�ACRfS4fSG A ` 25�59 r� . 116 .0 - 1 t 3 CRY SF I / 1 — -- --fir -- 56 SF i OPEN SPACE D 0 PAR ING" P LIC SWM Q 3 TORY TH 1 I ; ,z j. I t , W ^� I — I- m13 j I rl j% I 19A I % f / / % /% /� 34030 SF COMMON HOUSE 2 �` 1 (EVENT SPACESTORY TH 1 — — — — � _ FACILIILVV ITY Y ESMTUBLICWM ONLY) 1900 SF 8 �i3• 3 o �Q `% i 768 SF O o ASSJNO Df D = +4 CG-126 - - - ------ - - - _ 4 �I\ R15' / T 9� V�� I� - -- �i� y . ' i ��� HC VAN 5' S _ OF - �� - - - --- --- d-_--_ 1r--/ SIGN 10 STORY TH 768 SF p �i / �, G 12C - �t J � -�I 3 STORY TH I Q� t t I �i�i.. 968 SF i / 1 -v , S' STO oy /i : �� TA I T I _ i STORY TH �:I0 y 1768 SF 1 q �l i 3 3T 14B _ — tSTORY TH / O 704 SF 15 I m� j i 1 1 ✓ G� O �i L IT I o91 I' I 768 SF I ojP X R5 / i 3 STORY TH I 2 — \\�� 704 SF— < � 1 � � � l II I i 11 ,�� I > • . .. ; .. Q �'N/!s a _ 10.0' COMMON HOUSE 1— \ y SF 1 (GUEST LODGING) �Qj ��, — _ — \ / 13` TOR , 1,815 SF GR 2 GUARDRAIL �� T RN MT / \\ 0 056 SF C VAN " / / / /O - - O Div / 1.1 \ \ t SIG STORA (6) I- j �� / / ,� <c / SPACE RET�2�N 1 6'x8' SCREENIN / \ I , HC VAN 1C 5 :SIDEWALK TYP. o P LE9'x12' EENWG 046 ACRES HSG-A ENCLOSURE 9 / t i - SIGN- T O P RKIN �n A .5 f/i "NO PARKIN °\ FACILITY �S l� L P S A FDS � —.y- \ \ 5' SIDEWALK' GG 8 -- - -- --� 8 ' - -. +- \ - 1akp0 \ O SPACES 17+00 s >�� ` X \ + - 16+00 - 1- cS_ - -P 17 — —o- OPEN SPACE B = _ _0 -o o ROAD A 20 PRIVATE - 427T6 SF W V.W. AC ESS n �GS�T EASEMENT 9Sy - - -- ---`-- GR-2 - > 3' MAX SEGM. J F BLOCK - - - - - - - - - - SWM FOREST/OPEN L ?o., - - - - - - - - - - - - - - - - - SPACE AREA 2. - - - - - - - - - - - - - - - - - - - - - - - - E-N- S PAC E - - - - - - - - 0.46-ACRES-#HSG A - - - - - - - - - - 42 G Ue� r F STREET & YF440------- ------ - - STOP SIGN wNJTE 4l/V STATE ROUTE 631 2� 1 F RIO ROAD EAST �� ALBEMARLE COUNTY - CHARLOTTESVILLE CITY r� % M. IMP L Ind . 4 183 0 %.51 J_ _es `10xAL Aff 30 0 30 60 90 Scale: 1 "=30' ll� 1, -------------- / — rl ylt ii It PRIMARY VEHICULAR AREA uo —20' ROAD WIDTHS 41 o G�� �O 9p q ��pl m it mom m URN OUND 10' MULTI -USE PEDESTRIAN TRAIL —GEOCELL WITH GROUNDCOVER —FIRE TRUCK ACCESS L17.0' ACCESS ESMT-J I I 10.0' PAVED EX. GRADE (TYP.) �1 2" SM-9.5A 2.0' SHOULDER �' @ 5% SUPERPAVE 2.0' SHOULDER 4" VDOT 21 A @ 5% MULTIUSE PEDESTRIAN TRAIL SECTION C 20 IVq I��0.�-'•. �\ ® �-.rya-► � � �. � T I 1 I 1 i —GEOCELL WITH GROUNDCOVER —FIRE TRUCK ACCESS ROAD A 20' PRIVATE PRIMARY VEHICULAR AREA —20' ROAD WIDTH 0 STATE ROUTE 631 RIO ROAD EAST 0 1 i 40.0' ACCESS ESMT I I I I 10.0' 10.0' 10.0' 4.0' 5.0' LANE LANE SW LANDSCAPING STRIP, TYP. I 2% 2%-- r -- ---- — - - - 4.0" CLASS A3 CONC. 1.5" SM-9.5A SIDEWALK (TYP.) �111- 3" BM-25 4.0" VDOT 21A (TYP.) 6" VDOT 21 A ROAD A TYPICAL SECTION 10' MULTI —USE PEDESTRIAN TRAIL 0D20' i 30.0' ACCESS ESMT 5.0' ^j LANE T LANE T 5.0' STABIL ZE GRID REINFORCED SURF CE FIRE ACCESS ROAD 2.0% 2.0% OMPACTED SOIL SUBGRADE MIN. CBR=6.0 1.0" ENGI EERED INFILL 7PRESTO TOPSOIL BLEND PER MFR. SPECS. GW30V6 HDPE GEOGRID. SECURE SECTIONS W. ATRA KEYS & ENHANCED HIGH STRENGT STRILE ANCHORS. FILL VOIDS W. ENGINEERED WOVEN GGH AS INFILL & TOPSOIL BLEND PER MFR. SPECS. COMPACT INFILL TO 95% RECOMMENDED FURNISHED STANDARD PROCTOR. CONTACT PRESTO BY MANUFACTURER GEOSYSTEMS WITH ANY QUESTIONS. ROADS B - D TYPICAL SECTIONS —14' EMERGENCY FIRE ACCESS (SECONDARY EXIT) —PEDESTRIAN PATH WITH ACCESS TO RIO RD. 1 r-- 1 I I 1 I 1 1 1 1 I I 1 I 1 --J 0 L-- I r-- I 111 __JI vw i CIRCULATION KEY \ P ROADS/ASPHALT PEDESTRIAN PATHS VEGETATED PEDESTRIAN STREET W. GEOCELL REINFORCEMENT VEHICULAR AREA ■ ■ ■ ■ PEDESTRIAN AREA & FIRE ACCESS 30 • 30 .0 •• •- • SHED CT (o i I/ / / / / EMI SPACE A / 17377 SF �hf MAINTAIN AS W0 9114 0 _ _ / � so 9 zo \\ _ a� •�� %\ �� �\ �� NEW CONCRETE RET. WALL. 5' MAX HEIGHT 93681 /I'�" A 700 950 22D �' `fr �/y W. 42" HANDRAIL. �. I � I FFE 2A - ♦�♦� i ♦ Ak - - �C1 92 ♦ ��� ♦♦ / _ r, o rn 0500� ��- �� .� _ ��, __ __ _" M. IMP ' - ♦> i"♦ - - u O uc�� — _ — i — _ W w A PEN PAS E G 1025 \ ^ ♦ ' ��u W �w w �► 427 6 �\� '1` ♦ - - -- - - -� ♦ i ♦ �> O SUGE p 11- �i� \ ♦ F ` �♦ ♦ ' y ♦ uc W UGE 12 50 ♦ p• 8A , vv ��50 \ _ `♦ i ♦ <v C off— I - UGL- ♦ O / PRESERVED SLOPES q�� �� �6 _w �a ,% /�`�. I - �w 400— �_ •,. SPAC - 1 � �., o ��� _ `�. w TO BE DISTURBED I �I��'—�4 �'� fi o_o -w ♦� a �� O Q 4B /�`�l ��— — —`�. �jW C n u - _ ° N a SB / �� ����� ���� U — W w `� l0 v � �, o � � I r w 1 I � - - - - w �� 6B w NEW S GM I�TAL � 0 '1llA 10 / i �� ��. 7B �� - — 7 W r / - _ �� BLO ELLS. 1 I��� a=� ��, � r 8� 5 M X SIGH �m / �v 1g I 1 �� / ��` o o� I \, EACH, AV 4'. 'a (A )' � / I � 1 � �� aoo• o�' o�• i �' I i / a ,OR-T0 I\LL. I � � m� - � � � I FE 429.8 � � -_ I o - � � � � w � � � � o °. 2 GU R ,AIL I O � _ O / UGE -- � �_ � /BFE 420.8 / \ , ` ,\ - _ r _ \ ? 28 I ♦♦ I' � � A . 10A I v FFE 430.5 1 FFE 438.0 1 p 429.0BFE - - - - - - - 421.5 T_� j BFE __� ' , JI _' �- 1 '. `.'.`.`w ".". w SH I �,� \ I I I 1 7 �. `.`. / . _ 60 \ \ FFE 470.3 -- n .` �P ,�� ,1,� � �, 20 '— — _ , 11 A I r I 18A I < • / %4 / . ; . .. _ UU 11 - 91 / 1 431.2 O I , 1 FFE 439.8 It ,f FFE , . ,. 1 � ( ..• I' /r BFE 422.2 T_� � „• ,. ` .. -BFE 430.8 / / / / / cS \ ' • � "� �_ � _ .,N L 64 _ - - --- -._ _ _ 1u / \ OPEN SPA r w - - �I V 12A ' �-30 I / -- - - - - 9 FFE 431.9 1 - - --� , X 5 �/ ��0 , � i �' ` I ,-'-'_ , I I � � � 1 i B � _ - 2535 ` T- I 5r OPEN SPACE D I 23 I 0 1 r - 2�0-- � FFE 465. �� _r I _ / i 12e --; 0.37 AC- ----� 5 34030 SF 1 1 - I 1 � )i I FF�32.6 FFE 44tS8 BFE 431.8 / 1 _ 1 / - o I M Artib T�tN E9- _ , — FFE-4635 __� ----- --- - ------ASOODfE- 1 _ ------ ---- 6 RI EELS � � B 449.4 _ ---- _ _- -- / F 458.4 y�0 6 ��� 459 �— — — — — - ------ / I FFE / !_ J— F - 1.5%0 /16 — --- �I i�32 00 /- g J_I B 433.0 I O0Ob BFE 425.0FFE 4345ty, \ I 1 / FFE 443.0 _ 1 TLL / / I BFE 434.0� � � � � � � � in .' • w * Xw 1 I 15A I _ r r FFE• \1 �� BFE 4;6.5 / 5 158 O FIFE2A 445.0 �cb I BFE 36.0 Y� 01 — _ FFE 437.Q BFE 428.0' 1 ,\ \\ 26 \ �\ °\ \ � 4 �v°A \ \ GR GUARDRAIL F� � � � I A FFE 451.0 10- E 445 8 3 1 BFE 442.0 vv V� 1 B E 436,8 x 40001, t 't F i \ ` -% - - - OPE�SPACE B • - 4_ 6.0%_ o 42,716�S7 � // � 3441 _6% \ 3' MAX SEG \ -- ---- - BLOCK�4 ► ---- - - - - - - - — _ i 440 \ _ OPEN SPACE B 4271_6 SF - -- --_ ---- _ lo ' f i RI0 OAQ EAST A • • 30 .• •• Scale:• YVM FOREST/OPEN LG SPACE AREA 1. - 0.24 ACRES HSG-A- / i Q 1 NEW 20' DOMINION ` POWER ESMT � Z F BEGIN BRANCH 1: F 18"x8° TS&V TO EX. RWSA WATERLINE I I I I I I I -a - SAN. 1a P STORM 1 A5 I I PUBLIC 'E ESMT I I I I I � I I I I I I 1 I I CONIC ENDWALL -- ToP�7.80 INV=385.2 I I I I I I I I I I I I I II I II I I I I I I I A6C O \ �Gc 8" STEEL SIDEWALK FLUME \ 785 LF UNDERGROUND ELECTRIC CONDUIT 41 AGA l / w Q � NEW 10' PUBLIC GQ- DRAINAGE ESMT / \ \ \ i \ \ � \ \ \J2 A \ GV A-2 F A GV \ ce WATER O G�F� VALVE F�0. A BEND A-L V i GF W W w W i SEE SHEET C18 \ V A A\ o� �` W \ \ ce W W � W W \ \ 10 TIV Sp<�i ��\ ��GE W W i UGE 5�E GRASS �� / ii oz �� �� ucE UGE W W TER STRIP �� �� UGE ucE W ucE ucE W W E �� \x D2 \ \ _ 2 " HDP ov �� �� �� �\ — ucf UGE .� w 18,> RWSq WL A _ - y % �� /�V /� UGE UGE w W \O 0 A \ ��� PEA��\�� —- UGE UGE UGE UGE W W \ \ \ �/ I _ �O ��� �� ��� UGE ucE 5 W \ \ A-4 i u I A 5 y 5� `� ��i ��\ \<� iA E u e yA I BMP D 11-5--SF S A-5 / __ i f \ I BMP E:ADS BAYFILTER W. ���� C ���� � \ BOND W - J .I"W %� BIOFILTRATION / W F TREATED AREA: 0.25 STORMTECH CHAMBERS + \ < TOTAL AREA TREATED: °(W T F A-6 ♦ O ♦ v % A / ��� / ��� % �� A5 6 W W ,_( \ I 3.39 AC (INCLUDES 0.78 �� i \� W� �� � � �3� ����� . �� A-7 AC DIRECT + 2.61 AC +�'�j _ �� �� 2 (3) ��/� NEW 10' P S / \ FROM BMPS A, B, & C \ " _ DRAINAGE ES1.T \ / S°R- BEND -- 8T ♦ A-8 / /� pN -STORM NEW PUBLIC SWM ob o � BEGIN BRAYCH 3FACILITY ESMT � X2 I /B1 1 PP ORM — _ \ \ 8"x6" TEE" °/P W�--.z \ _ A8 a B2 15„ PP STORM � " _ A \ � � UP DROP INLET � W � NEW 20' PUBLIC 8� / WW HI TOP=398.34 / 1 DRAINAGE ESMT \ G y INV-390.75�� j ___111 B3 \ 1 a \ q G� W W FHA �W / �� / A-10 NEW 10' PUBLIC ® W \�� A-11 A-12 DRAINAGE ESMT ST - 12 H° / w I TOR \ 9 — PE STOR -Z ��_j / B-1 I I I I �w J B4 8» SDR-2 END 9 �Z M � ��// �\ / A-13 " I A-14 NEW 1�1 x46 I s y B-9 15 �� BEND " —� PUBLIC SWM / I T-J / \s/ / FACI�I ESM s I 1 ORM " GV I I -�w I 1 NEW 20' PUBLIC " W DRAINAGE ESMT \ I� 8'W W J / WL W � W " W UTIE. EgSE EN F s W W N " B-3 I / �w I I / l 10 NATIVE GRASS END AN H 1: r l l s_ I s B-10 __ %°x$" TEE ci / q Co �� s f/� FILTER STRIP I O q 1: ail \ I - // / B� J /// / NEWPUBLIC SWM B 11 J / / �, / / / FALITY ESMT _ 8" CONC. RILER \ DRAINAGE ESMT W / w� A- V-6 w I ✓ // // / rn BMP C: 750 SF LVEL 2 I \ TREATEDAAREA: .10.76 AC . �= �HA I70 \s �I i < </L /// / �� w W 8"xs" 1 ` s s 1 I B-13 I / / " W �Eu _ �90° i3� r- J / GV END BRANCH 2: -'BEND !, " \ I 7 J F FHA \ B-7 / I I / / y W s �I s // 1 �\ I � � � A-23 -�s I � � o 10' NATIVE GRASS w \ �s FILTER STRIP wl I l� \w--�" B-8 �I L W / NEW 10' PUBLIC p r DRAINAGE ESMT y .�✓� - EW PUBLIC SWM f- \ FACILITY ESMT G2 I � W —W \ /W GV \ I -15 FHAqw \ 90� I 20 0 20 40 6 END BRANC� 3_: L-- - ��� ---EH A ��\ EW PUBLIC SWM Scale: 1 =20' F CILITY ESMT V/Z w - /w -w -w �W , �W �W , � W HUGE UGE W BMP A: (23) 75 SF UGE W UGE W LEVEL 1 RAIN GARDENS UGE ucE _ W E 18" RW IN PERIMETER LOTS — UGE UGE W W SA WL TREATED AREA: 0.84 AC � UGE UGE UGE � UGE � UG W W W ��\ E � UGE � UGE W � G U _ A i� �` uGe � W \W � / UGE \ 66 UGE w \ uGE W \ BEGIN BRANCH 2: 1 g \ UCE W 18"x8" TS&V TO EX. UGE � !y RWSA WATERLINE NEW PUBLIC SWM o� 2B 3B 4g 5� / ��� ��� \ \ U E� ucE �, W FACILITY ESMT �� O� / ���� �� ��A £ UG£ W WX 18» RwSA W H I L � � / � ��\ \ ucE w � UG WATER �W VALVE W w �j /A-10 NEW 10' PUBLIC j 7g n8B I I Q" 0 M. IMP 'a 40 Sti>'XAL '6 jor I #� W = �/ A-11 q-12 DRAINAGE ESMT u 9 _ T 12 HDPE ���. J/ / / / b / Q�� ` `' GE ` UGE \ END 9 7 DRIN / / uc \S2 DR - AN \J A-13 / ` uc E I 90` . A-14 ` uGE BEND N=�% / �` ` `uGE G STDRn1 �GV 8" _ _ \ A-15 A-16 ��,\y j A-18 a� a�__ U e uGE DR ud I .IC N r w I y7 D� �-- ` ` u £ IT8Jv�W- -�W 4— NE yy g 1 ji r - W w W � yy � =IL. SD H E ASE F I I � GV I W W 2 8 PVC I --J � � TD w � w I ab \ o y W` y END AN 1: 81W F y Q A-19 I�) FORESIQPEN - 10' NATIVE GRASS - 8" x8" TEE D� wL W W s W I SPACE ARE�3. - 0 P-E N SPACE E FILTER STRIP i 0.36 ACRES HSG k - - - w -*� 11B - - - 25 59 �F OPEN SPACE D � \ NEW PUBLIC SwM — — — - - W 81 �� m FACILITY ESMT I � � 34030 SF y. y w A-21 sT � r--- i — — 0 7 At. — \ — o /B� ✓ / j V D A Rtij —20I 12B — — — NEt PUBLIC SWM p I O I _ — �A I N � I N E� / FA LITY ESMT A S VV0 QB-E D 8" CONC. RILER t` ti � �� i / o� \ I — — — — — — / W J — — — — — — — — /w \\ NEW 10' PUBLI— / DNAGE ESMT— f BMP C: 750 SF IEVEL 2 DR / I I OP BIOFILTRATION B�SIN. . � � / / — — � TREATED AREA: .0.76 AC —w � / 0& —444.77 1� X4 W 8"1W113 " gll END BRANCH 2: W WE END 3 J ` u FHA Gv A-23 Vj 10' NATIVE GRASS FILTER STRIP —W —W W y �W�lyi L w SwM FOREST/OPEN . ' W SPACE -AREA 2. 0.46 ACRES HSG A- 1C PLO Q i I N V. 434.29 OPEN SPACE- B - 427T-6 -SF- - - / FOREST/OPEN ;E AREA- - ACRES HSG A N PAVED DITCH • • 20 40 .• Scale:• l 1 1 SHFP 1 I I I I I n J / / / / / / / / / / / / / / / / / / SHED / / / / / / / / / / / / / / / / / I 1 1 I I L' / s n -M-A oLE / I iAPI / \ 1 %TCHLINE - DETAIL 1 ! - SIN �� "PIiJ =1 E F3PLAl 186- YCA,M / 1 [RE=PINE- p o Aft \\ /p - I / / / FT�V 9 A C. ; - 'i 8' UU L SPACE AREA - 1 / _ _ L 0.2�ACRES HSG�TA E \ / / ` %' / -1 g" - / ,. _ / PIN:E - - - - / � � PflPL� \ m ' / PUBLIC ACCESS ESMT INTERIOR STREET TREE SCHEDULE Total Total Plant Planting Type Botanical Name Common Name Min. Quantity Height Canopy Canop Symbol Caliper (ft) in SF SF 10 Yrs Y ;��•� Medium Shade Tree Acer socchorum "Goldspire" "Goldspire" Sugar 1.5" 20 30 177 3540 Maple 0 Medium Shade Tree Carpinus betulus European Hornbeam 1.5" 18 21 177 3186 Medium Shade Tree Cercidiphyllum japonicum Katsuratree 1.5" 22 28 222 4884 Medium Shade Tree Sassafras albidum Common Sassafras 1.5" 20 24 198 3960 ***'*'." Low Maintenance Southeast Native Grass 0.5 ac: 0 0 ***'*;* Ground Cover Seed Mix @ 150 Ib/ac 75 lbs TOTAL: 80 TOTAL 15570 SF: LANDSCAPING NOTES: LOW MAINTENANCE GROUND COVER:. THIS PLAN SATISFIES THE MINIMUM LANDSCAPING AND SCREENING REQUIREMENTS OF CODE 18-32 SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) For slopes steeper than 3:1 grade, Mix the following seeds at TREE CANOPY REQUIREMENT (SEC 18-32.7.9.8 30 Ibs acre each, along with EC-2 Matting I � - TREES TO BE PRESERVED SEE SHEET C11 HABITAT ; - � - )� / g g (Total application ' I — \ °�F REDEVELOPMENT / — -0 5 20% FOR RESIDENTIAL DENSITY AT 10 DWELLING UNITS PER ACRE OR LESS. rate of 150 lb/acre): / / /— — E 6.53 ACRES X 0.20 = 1.31 AC CANOPY REQUIRED Virginia Wildrye (Elymus virginicus), Little Bluestein Grass PROVIDED: 0.66 AC OF PRESERVED WOODED AREA Schizach rium sco orium Pur leto Tridens flavus BONUS CANOPY OF 25% (18-32.7.9.8—E-2): 0.66 X 1.25 = 0.83 AC +15570 SF INTERIOR STREETSCAPE CANOPY PROVIDED = 0.36 AC Broomsedge (Andropogon virginicus), and Indian Grass -I °LE +8600 SF HABITAT REDEVELOPMENT = 0.20 AC (Sorghastrum nutans). = TOTAL = 1.39 AC CANOPY PROVIDED v °�F /' __ dp _ 11AP1 INTERIOR STREETSCAPE REQUIREMENT (SEC 18-32.7.9.5): 1 MEDIUM SHADE TREE PER 40' OF NEW ROAD FRONTAGE (ON BOTH SIDES OF ROAD): s . ��� ��� PINS LENGTH ALONG ROAD: 1000 + 237 + 140 + 230 = 1607 LF #,,� �F �� - / ��CHLINE�DETAIL 1 (1607 LF X 2) / 40 = 80 MEDIUM STREET TREES REQUIRED olo� 4 / / o��` /y , = 1 N \ 80 MEDIUM STREET TREES PROVIDED / '� :�, / / `\ \ ��� \ty PIN `L HABITAT REPLANTING PLAN: SEE SHEET C11 CANOPY PROVIDED: APPROX 8600 SF \ � %� `♦ , \\. � �� `� F-F3PLAl� 1 \� NOTES: KA 1. CONTRACTOR TO APPLY 4' DIAMETER OF 3" MULCH BEDDING MULCH BEDDING AROUND ALL PROPOSED TREES AND SHRUBS. ALL OTHER LANDSCAPED AREAS SHALL BE SODDED. DETA I L 1 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE �TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL � �—r I ' \ \ \ ` �`" u W HEALTH OF THE PLANT O O C 1 w C1 Q SCALE: 1 =30 "POPLXR� w 3. CALIPER OF TREE MUST BE MEASURED 6" ABOVE THE GROUND WHEN PLANTED. ° \\ / �\ � uGE w W 4. LANDSCAPING CANOPY TAKEN FROM 10—YR GROWTH. ♦ \ \ ` ` i `\ �\ Oct W —W W 5. TREE SPECIES CAN BE SUBSTITUTED WITH OTHER MEDIUM SHADE TREES FROM THE ALBEMARLE COUNTY APPROVED PLANTING W W LIST BASED ON COST AND AVAILABILITY. CONTRACTOR SHALL ENSURE A MINIMUM OF 4 SEPARATE GENUS AND SPECIES TREES W ARE SELECTED. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER BEFORE SUBSTITUTIONS. 4-° <\ \ \`/ UGE GE UGE W W 6. ALL NEW PLANTINGS SHOWN ON THE PLAN WILL BE COMPLETED WITHIN 6 MONTHS AFTER ROAD AND HOUSE CONSTRUCTION TO UGE ucE W W AVOID TREE PLANTING DAMAGE. E�UGE �W 7. ALL DISTURBED SLOPES 3:1 OR STEEPER TO HAVE LOW MAINTENANCE GROUND COVER. \ A1 `\\\ ��` — / uGE u u W W 8. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY uGE u W �W OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN W -- W APPROVED LANDSCAPE PLAN. ° III �� �I �I \ ` \` ♦` �_ GE UGE W -- W � W �W \ j � W 9 � � � A uGE � \ uG GE \UGE \W \` J `♦ i� �` uGe W �� _W �W _µ �� UGE W \ 0 V 0 ro 0 O 0z N W � w • z I z v W [� I w w z � Q I uzi d w� z w� N 0 2 N N W w V) Q w Slb � J J z W Q � 0 W Q w 0 N , rl 1 I t— W - ♦ ` -- `I ucE W �� �� �� ♦ ♦♦ / / ��� o u w \ '�9 `W C W N O � W T I `\ ` \`�4 JUOE ,a� W O L A O — S_. ` W V , . v�� \ ��V UGE. W — , :�- E y �, vi .AGE UOE ,1- I r ; . .'.'. .'. �w —w �w _ j ' _ — _ — `� N CD �I 1 1 ��� . . w .. . 1 �� �- O CD 15� MA E w 1WM FORESCDT/ I W I PEE � It SPACE ARE�° POPLAR �/ •-.- `, ' —� • D 36=ACRE �A - I 1 I / I r— 1 / / J �� I I 1 w A �� / 1 (�� . f 2 "FIN = _ F -`MAPLE i1L 18 12° _ C�7 Ae -M-A 1 ° 1 a =MALE�AINE�-� _ P� K PC) - - - - - - - I - - - - i ------------------- / • / W / _ UA PRESERVED -J v Ua --OOF I I w —w.. / - - SWM FOREST/OPEN O ` w\ �i / \ \ !#. SPACE ARE�2. w \ i —1 \ \ •` �= 8.46 ACRES HSG A L� 30 0 30 60 90 f ---- Scale: 1 "=30' �-A �.. ROAD A 1000 LF LL SWIM FOREST/OPEN SPACE AREA 2. - _ AREA TO REMAIN UNDISTURBED 0.46-�ICRES-�HSG A - - \ W j� 1 O 25�a59 —9f POP-L�R - - = -I - -° -_ W - - - LAR J STATE ROUTE 631 I��I- POPLAR 15"V�tALNu>fi Q O m RIO ROAD EAST L = _ _ _ = T� - PLA Z - - - _ - - -PINE Date W - _WIL =tllERR - TREE\. 11 04 2019 _ \ =TR ° _ '\ Scale Z z\1 U 1 "= 30' _' - = Sheet No. 0I 1 DETA L 2 - C10 OF 20 C1 Q SCALE: 1 "=30' File No. 16.009 LANDSCAPING NOTES: HABITAT REDEVELOPMENT SPECIES MODELED AFTER MESIC MIXED HARDWOOD FOREST PLANT COMMUNITY AS DEFINED BY VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION -ALL SPECIES IN LANDSCAPE PLAN ARE NATIVE. CONFIRMED ON 'VIRGINIA DEPARTMENT OF CONSERVATION & RECREATION' DOCUMENTATION WITHIN THE 50% PERCENTILE OF RECORDED PLOTS SAMPLES. -A VARIETY OF HERBACEOUS AND SHRUBS TO ESTABLISH A VARIED AND MORE NATURAL HABITAT FOR NATIVE WILDLIFE SPECIES LANDSCAPE SCHEDULE: TREES Plant Symbol Planting Type Botanical Name Common Name Cal./Height Quantity 0 Large Shade Tree Fagus grandifolia American Beech 5 @ 1.5" Cal. 9 4 @ 3.5 Cal. U, Large Shade Tree Liriodendron tulipifera Tulip Poplar 6 @ 1.5 Cal. 5 @ 3.5" Cal. 11 Large Shade Tree Quercus alba White Oak 6 @ 1.5" Cal. 12 6 @ 3.5' Cal. -0 0 Evergreen Ilex opaca American Holly 4-5' Ht. 14 Small Tree Carpinus caroliniana America n Hornb 4-5' Ht. 12 TOTAL: 58 PLANTING NOTES: 1. CONTRACTOR TO APPLY WOOD CHIP BEDDING AROUND ALL PROPOSED TREES AND SHRUBS. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3. GROUNDCOVERS ARE TO BE PLANTED UP TO THE EDGE OF THE ROOTBALL. ROOTBALLS TO BE COVERED IN MULCH. NO MULCH TO BE PLACED AGAINST THE TRUNK OF THE TREE. 4. HABITAT REDEVELOPMENT PLANTINGS TO BE PLANTED AFTER UTILITIES AND CURB HAVE BEEN INSTALLED AND AFTER GRADING OF THE AREA IS COMPLETE. 5. 25%-33% OF TREES MUST BE 3.5" CALIPER TREES PER ENTRANCE COORIDOR GUIDELINES. 58 = 26% PROVEDED AS 3.5" CALIPER. PLANT THESE TREES 35' ON CENTER. LANDSCAPE SCHEDULE: SHRUB Symbol Planting Type Botanical Name Common Height Spacing Quantity Name Deciduous Shrub Viburnum acerifolium Mbpr lea 24" Ht./Plug AS SHOWN 19 Deciduous Shrub Viburnum prunifolium Blackhaw 24" Ht. AS SHOWN 7 Deciduous Shrub Rhododendron periclymenoides Pinxterbloom azalea 24" Ht. AS SHOWN 10 G Deciduous Shrub Euonymus americanus Strawberry bush 24" Ht. AS SHOWN 30 Broadleaf Evergreen Kalmia latifolia Mountain laurel 24" Ht. AS SHOWN 25 ' 1. 11 \ \ HABITAT PLANTING P AN -TREES, SHRUBS, � HERBACEOUS GROU COVER � S S \� \ N S A A / o o� / \ NJ / i 0 8 TREE PROTECTION FENCING 0� LANDSCAPE SCHEDULE:. GROUNDCOVER Symbol Planting Type Botanical Name Common Seed Spacing Quantity Name 0000 0000 Herbaceous Polygonatum biflorum Solomon's Seal Var. 2' O.C. 2750 SF O 0 O 0000 000000 Herbaceous Sanguinaria canadensis Bloodroot Var. 2 O.C. 2750 SF +++++++ Herbaceous Symphyotrichum Blue wood -aster Var. 2' O.C. 4550 SF + + + cordifolum + + + + + + + Herbaceous Eurybia divaricata White wood -aster Var. 2' O.C. 4550 SF 0 0 \ \ o Fern Polystichum Christmas Fern Var. 2' O.C. 3280 SF 0 0 0 o acrostichoides V V V V V ++ ++ +++ cS� + + (FENCING TBR BEFORE PLANTING) // +� \� / / \ r- + +�+�I +++,Z + r < i` If + —O; — 00 00 ,rj — — — \ .�� ----I Ill * }„ ++ O ` / / / / p — — ---- - --- - — — — — - -- --- III } + + 9�p / / o� O_ _-__ - O _ -= {- -=_--- --- _ j --- ++++++ ref ` J U+ / TREES TO BE PRESERVED + j/ + + + + t + + '. Ar J (� ii + INTEGRATE NEW PLANTING ° INTO EXISTING WOODLAND. ONSITE ARBORIST \ ++ + + + + `+ + + + / ° ° ° ° °- ° ° ° ° ++ +per o°� TO LOCATE TREES TO MINIMIZE ROOT DISTURBANCE. \ o + ++ + ++ }+ `++ + \ 4 ` ++ ++ + + -� ° °�' °° + + + + + + + o . + + + + QppO0 / + + +++ '+ +.+' +• ++ + +++, + ++ �+ O +p+poO o+ O OU r p � _ O °o prO0 +f,�C� pppp° +Oop°00o� p O County off A1hrmarlr _ 0 r0 +Yol� + O I ruonservaliort Plan Chetl�iitt —To be placed on Londicupe Plans i nN C' \ V / +* p + + + + + + 1� ✓+'�+ ' + +✓ 6 p Op p� 9 p O n (Handli pill 111-'1�4-111.24F for camplete sparifica ii a. ) 40 ° + + O+ + / O +++ ' + + ++ + p OO O p p° p(jr n // / J 1. The following items shalt he shntivn note l \ \ + -gyp J - + +\ °Q ° \ \ - ° - t + -+ - ( ,� O ` + + i _ O O p p F_ Taffies to bti saw; � ° + + + � O - + + O o ° ' Ld Ltrny[s of clearing toulside drifsl,ne °i drvas to be saved); + trw ^ �° ° ° - ° ° ° M+ + OO �� \ p$° o O O \ f jpe of prnte4tty fear ing, +\ O + + + C / O o O p �cratiun sort O p _O Grads chapS s requinnR tree wills ow wall 0 \ — — 10 ltoposai tmncli'ltg et ttrmri;cting bcy^rind the [units of clearing +\} +++ } Or _ O O O pO O Off^ 1 ✓ - �i. i41a in's. v + + + + p Oo p° ° ° °— 1 _ All trees tct be saved shall be marked with print ar ribbL3n at a beayht cicarly,rcaihle to equipment n tors_ O O O �� r�� O ° -0O N ra griidinj sllnli begin witl the Lrtv ni[irkitig has bren impe ted and approved by a County htspecter, — _� 1 \ + O C1 O p a ��— / = 3_ Pre-Lanstruetteo t`onitrc. ce; — ` po Ol \ / �j / i p ation and proecction wamures shah be reviewed with the con[rattor tin 4itc. p"Le 0ii and Storage: Jr - + ± + % — - �\�\ \ 4. G tt Heavy equipment, vehtruular traffic and .91orage °f+ omirwction raterials including sudl shall nr7t be permated within tltc dtiplines of trcr; _ — — _ / / to lse sawed. Sul r fn +�rmwalcr lkelertri�utt Dcvita \ � _ _ / �// / / / \ \ \ \ such de4'coes sltali rvnt ads+ersely' mFte4,t tt^t�s to he sa4ed_ J —6. Tires. itcsacnat asnad wihin ]7 w oFtltedrF IinroEtrces Y° hc sascd.IN YPH ADUTILTY Lo 0HU Ou __1 7-r zL� &lgr. 4" 101,� - - - - - - - - e PLANING SOIL SECTION C1 1 Not To Scale 4" OF ORGANIC COMPOST TILLED INTO 6" OF EXISTING SOIL TO CREATE 10" OF AMENDED SOIL UNCOMPACTED SOIL -MIN. 3' DEPTH -SCARIFY PRIOR TO TOP SOIL APPLICATION EXISTING SUBGRADE -SCARIFY BOUNDARY 'Wit, — ,-Fr��•'F,��L i •� L! l \ • Terre materials shall n K be stored wi rhlo I llrl facet of Llae dFip'l ine o f trees to be saver] R. P oteellve- eacltt: t Tikes to Its: rr[ained w-i[bin 4C fert of a prapased huddin,g or grading ae[iuity shall be protectt-d by f+rrtcinp. Fcnci,tg shall be it place and shall he inspected and approved hw a Cuuuty lnspcttnr prtos to grading or consuuctian. 9, t efts= 10 When the gminrid ik-ve.' must be raised within the dnplinr of a 11i to be saved, a tree well shall be Provided and a consiructiuh deLdl guhmittcd far approval, 2" DOUBLE -SHREDDED lid. T W,11,a115` l"'J 5ilhcr the gmwnd kvrl inuml be Iuwrered witiltin'the dripllnr a rrec rn fie saved, a tree wall shall be pnivided; and a rnnstnaatlon detut➢ HARDWOOD MULCH submiucd rurappr°val. I.I. Tiostichiing and Tnnnelines IJ When trenching is required within the limits of clearing, I[ shall be dune as faraway frkim the tivnks of itmes m i Tunneling I-- 2' -- TOP artier a large tree shall be cauidcred man altelul ive whets i t is anticipated dial nceexsary ire[ Ding will destroy feeder runts. I?. Qo-nigii jW ProLeclive f+n6ng=11tall k Cho lust items rer ovizd during the fist@[ ctezoiup 2' 1.1. E . SEE 'PLANTING SOIL SECTION' r Ed Damaged liees 5haLl be treated immediately by Pruning. fcrtrl iaari,in ail nth er trtulivds 1eczvmmoildrd by a tree gpmial i.sr. NOrr1Fr IT IS THE DEVI:ILOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR Obi TREE CONSERVATION REQUIREMENTS, David5l1edding 2 APHt 2020 OWNER S-IGNATURE IDATEl ONT11i PVRC:HASERSIGNATURE (U4Tr} BOTTOM 511106 Pape t UT 1 PERENNIAL & GROUNDCOVER PLANTING - SECTION 3 MATR X PLANTING DETAIL (�_4\CONSERVATION PLAN CHECKLIST VARIABLE- rya► Not To Scale C11 Not To Scale Not To Scale SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND —TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. 1—�3X ROOTBALL DIAMETER DIM. - TREE PLANTING D ETAI L Not To Scale PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING I- I I=I I I=I I I—III--III—)III 1 1=1 I I=III=III—I I- I� 2X ROOTBALL DIAMETER DIM.�I 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2, PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB.. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. ,SHRUB PLANTING — SECTION �— FINISHED GRADE EXISTING GRADE SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE —SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING Not To Scale SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND —TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. �3X WIDEST DIMENSION OF ROOT BALL ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL TREATED WOOD GATE5 VARIE5 (8'-141) 71, - — -- TREATED WOOD 1 G"xG"P05T5@ IG" O.C.Till 7 'I G" BOLLARD @ 30" O.C. I >-x1� 70 �I I 8°I I I I [ j L-1 @ 1 2" O.C. J 4 x 4 5TEEL COLUMN TREATED WOOD 4 DUMPSTER ENCLOSURE DETAIL C 12 Not To Scale DUMP5TER PAD 5EE DETAIL ABOVE DUMPSTER PLAN I I I I I I I I VEGETATED PEDESTRIAN STREETSCAPE — PRIVATE STREET A EXAMPLE sr� IESERVED- 4.25_ PARKING_ t.a i ,r5 I f 25 �12 R7-8 NO PARKING LEGEND — GREEN (RETRQREFL), WHITE SYMBOL ON BLUE (RETR©REFL) BACKGROUND — WHITE (RETRGREFL� "Reduce spacing 60% —See page 6-31, —See page 6-2 for arrow design. I F IL r-aa y,ql) .rrxsew F G VMACCk IILE h 11 1C B .F H d f14 L III, 45 f 0Id 1 B 1 ]75 1 had 1 225 1 20 1 1 1 1.5 U 1 2491 5.nA 1 1.. 55 PARKING, APPLICATION DIRECTKINALAPPLCATM COLORS_ LEGEND -GREEN (RETROREFLECTNEI DR BLACK CULIDE& LEGEND -'WHITE f(RETROREFLEC IVE) BACKGROUNTi-WHfrE IRETfMEFLECTl51E¢ BACKGRUL1110-BLUE 4RETRDREFLECi1YE). GEOSYSTE(bS- GR-2, ?A X 27Y4" MIN - 28-A4" MAX RAIL HEIGHT 6'-3" T t , /. �� +�A�%l'f� l .ili�A .:lY�• S!e?' r�'e°lw'slxvP .���' J J J J J J J J GR-2 GR-2A 45'-_V' POST SPACING) (3'-1%,r' POST SPACING) MAX DYNAANC DEFLECTION - 3' MAY DYNAVIC DEFLECTION - 2' NOTES, GUARDRAIL LOCATIONS SHOWN ON' PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTEDBY THE ENGINEER. FOR DETAILS OF POST AND B'LOCKOUTS SEE SHEET NO. 501,05. FOR DETAILS OF RAIL ELE4AENT, RWL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ELEMENTS ARE. FURNISHED SHOP CURVED FOR RApll BETWEEN 5 FEET AND 150 FEET.. ALL GUARDRAIL POSTS SHALL BE SETPLUMB. PO.T SHALL NOT BE SET WITH A VARIATION OF MORE THAN I r" PER FOOT FROM VERTICAL. W-BEAM. BLOCRC"UTS, AN.D POSTS SHALL BE SET ANC ALIGNED WITHOUT ALTERATION OR FORCE, AS .PER SECTION 5C5 OF THE SPECIFICATIDNS. ALL CR-2 AND GR-2A RAIL SHALL BE '.MANTAJNED AT A HEIGHT OF Z7}"a" MIN - 28}'.I" VAX AS MEASURED PER STANDARD GR-INS.. ALL W-BEAM RAILS SHALL BE LAPPEG IN THE I)IHE:TION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE .OPTIONAL GR-2A METHODS OF NNETIING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD OR-7A SHALL RE APPROVED P'' THE ENGINEER PRIOR TO INSTALLATION. x OPTIONAL GR-2A VETHOD x OPTIONAL GR-?A METH:'): AINC NESTED RAIL USING ADDITIONAL RAIL ON BACK OF PC`_:T x. WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK DF POST FOR OR-2A THE POST SPACING WILL RE 6'-311. FLARE RATES DESI;N SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70, 9' 3.c' 15;1 4 BD B' 25:- 441 EO 5.5' 21:1 11--1 # 40 5' 18:1 8o +E JO 4' 131 7:1 et +k SUG LSILD MAXIMUM' FLARE RAIL FOR SEMI -RIGID BARRIER SYSTEMa. `VDCT A COPY OF THE UI I:;IN'AL SEALED AND SIGNED DRAWING IS ON FILE IN THE ;:ENTHAL OFFICE SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE SHEET I OF 2 1 REVISION DATE (STRONG POST SYSTEM) $21 05 50I.D4 oa/i4 VIRGINIA DEPARTMENT OF TRANSPORTATION rA• GR-2. 2A *4 L4 WasHEr , I "x1T BOLT !." HOLE — RECYCLED . & NUT =_ _ — g M 9 7-2 TREATED YA HOLES FINE BLOCK OR I TREATED PINE i�a" HOLE 4' RECYCLED MATERIAL a" TREABLOCBLOCK OR ya"- _�{� RECYCLED GALV. STEEL MD MATERIAL SEE NO NAL 5- w 611 WIDE BLOCKOUT SEE NOTE 5_ w FOR USE WHEN REPAIRIN: DAMAGED GUARDRAIL to CONTAINING STEEL BLOCKOUTS. TREATED i TINE BLOCK a. BLOCKOUT FOR MAINTENANCE TREHERN PINE�� - ''i4,.TI m _- REPAIR ONLY u H I � .7K" LESS THAN V-0". Vrc" HOLE ��- 6x€3 WOOD POST 13a 4"x B'z1' 2" TR EATEr FINE BLOCK. STRDF, 1. POST THE CRT P057 IS FOR USE WITH THE 8'-0" PEST GIl.4RI RHL STANDARD GR-10 TYPE IIIOR WHERE 4'' WIDE HLOCKOUT REt]UIRED SPECIFIED BY THE ENGINEER IN THE m, PLANS. �.`ip rW DETAIL A ° '/., 131A POtiT MAY RE HOT RLTLLE1 DR WELDED. HOLE w _+�" a^ GUARDRAIL INSTALLATION HOLES SITES REQUIRING LONGER = GUARDRAIL POSTS 3 - II - N II � NOTES, 4n II i. N T" t3{rLT R NUT TREAT..�_2,a TREATED PINE w y- ALL BOLTS, ;NUTS, WASHERS, AND OTHEr' RLGCK OR a, STEEL ITEMS ARE TO BE GALVANI EI RECYCLED w MATERIAL W 2 ALTERNATE TYPE POSTS AND BLUE)-a'T - `" I - BE INTERCHANGED ON ANY ONE PF- Ei'f :51TH 060.5 OR THE RE5TRICTIDN THAT THE SAME TYPE OF W5x.9 PC57 AND BLOCKOL.T MUST BE USED IN ANY II SINGLE RUN OF rU,AfiDRML. - II OPTIDNAL HOLE 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE II TO FACILITATE GALVANIZING A . .1i01NT. HARDWARE, ETC. SEE SHEET NOS_501.01 AND 50?.D2. 3�" DIA,. HOLES Il 4. TOP NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER 5/" x 1fi BOLT IS INSTALLED, HOLES IN POSTS fl" ,III A, AND BRACKETS TO BE CI CRT POST STEEL POST SPECIFICATI(k! A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE �1y/'[�[]�" REFERENCE STANDARD BLOCKED -OUT 1W-BEAM GUARDRAIL ROAD ANd BRICGE STANDARDS 221 23g (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 013l14 501_05 or ?* rmanoton, tM IL�2rAAkIC] RviLmU3S em moymmmma Mf M Gel*eo W0=1r 31 VE M mv-d a h de� mle I[7I 1D axI ror tdU'mmJMDf i tVFc w. ire r0I 1. sum ;Da ;'P i IllrT'ri CERi111L"` . 2- Pmrrle a -0170 tier. II LynEn Lea 1e &%AF2�09 Lgff- an mp d file sub the arij InSLV PT XmI wifh MWJ=ffU IrTs41EI [W.P ilq ON1313P. daNd On 15W gads cSR 3. PrWoGeammGVIhM�%v.eIIf1W_d wM BuprF_--c-JFill Blf°If£� iPt)II �'Aall :iE a rIN317r lapl5+�9 31HE � ��i1�� 3 T07�� f9Y7tl111'e f� a asaar m. � � Aga � � Inlr�r x���r•� � .� ply ap�dl 2W a CI nmff i 3 vI Epwe ' u alir ar'if m m=q. -ram aggragAneFamw aIal Maw a pxdda- r q'-tM(1T75W,s.D V&ffi 1911 tD 21-5; M m I wo a D.,, ur az vmms i13mI The W. : Sflt�l :Z�r rr�. T lie LapS+�l sf�l � �iiEJ IV�1 ifs Weg3M tD VD&M a hJvrr lZ rr NaDM IJ* eVVI[ESECII U IMM ine OM PaMed ID a 9 5% 0121111daM PrWtDr 5,. 0orflec lt-e L-ecimt, secliam WI ATT9ia$' Keys W eaM Mtsteg aW eflO In ffid DoRwOm n. tIe C ,pla*ks meftwe Trim I GL402 eTL 77 L mt &T crr m m a* -_qat+,a pis to pm-rert cn. d. PraWde 2 i1 M wax stef" m engkYrffed I =Cr 3=C1131 L1039 Sa IM rt Pam, �,fek f : Ir} LI13ye aTi jue-id * ;prr= any xUrk o.' Tarrztc r, pi2aseCZI. snamey atdl g . GUARDRAIL DETAILS Not To Scale hint: N 1h[5 evuluatiun ie rcpyrighted and is based an tha uma a` Genuine Ge vrab masufockured by PraI 'Produute Ca. AJI rights reswvad_ kny use at this evoluazlon far any gearell product aher than Lhak manu-bcared by 'Prssta Produass d:a, Is strickly NThI od and rnmkff* this rival at1ol valld. � u Pr k I i � 2, 10-Ash aaale. ALA121TO dr^ iaddII-gi 30 kip air-glu wim I{,aaJIv-g ;wd 235 Gal Ylrs jormis fur lire gkjO ugTnrn _, Omwdh III and hrs,s per lsrooro gilidelmra ronsisti•1q of 2/3 crjahrad agyr Wiii and I,/A topsail MIR, 0ggr gCbr I(0.375' ;a 14) with a :D5Q as L1.5` and provide 312% void 5poce wFan carnpac ed: A. Baas shol bo 0' 1zr CGR bahvI 2% and �% and 4' eor CRA oh ve 4%. 5. M raqulrad, Fu°ride o MO Ibs{ft anFmirred wavm geCteortla Separo Jon Impsr and Fnstdl in mi:vordar-ce with 4LanLlAaciarer revur-Iw+"IddlIan, h"'1041 fagl RYarldpa balk oN bJb grddo C51R. 6. The Geaweb panels shdi b_ connected with ATRA k." st each nterieaf ar-d and to and cannectiun. 7- Proxde ATR,A Anchrrs :o keep ponds open for n9ing os regjired. k Llrnit rhm drop o+ Inflll io pre.nnt perid dls*orllam. z;@3WE1 G03F;tirm FLLE11 WITH ENCINEERE+ INFILL EE NOTE _f — -- ,Ys, _-- F'ftEPAPE} Sus CFADE CER 6-0% ATTM STAKE CLF z Hil 4 kr,) Rmo ATRA, Mt�" ATR4 KEY rresY+f'r�aau.�x ca. ;'H ; s: 2 - Eco vlLLArE CE{;WEIA LDAD SUPPIiIr r- y 11LL T�7ys o m_ L�YYC L . N 183 � '�"�IC)Nr�L j►� TREE ON SLOPE @ 25% (4:1) to 50% (2:1 Not To Scale HANDICAP VAN ACCESSIBLE SIGN DETAIL Not to Scale ROAD Bl C) & D GEOCELL — MLR DETAILS. Not to Scale 2" OF SM-9.5A SUPERPAVE 0000000000000000 6" - VDOT #21A BASESTONE 0 0 0 0 II o o 0 0 II II [l II II I- COMPACTED SUBGRADE MIN. CBR=10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR PARKING LOT Not To Scale 1' I EDGE OF EXNED PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED .ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM I �/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES. 1, ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROP05ED PAVEMENT SHALL BE AODRE55ED IN THE PAVEMENT DESIGN. 3, A MINIMUM OF THREE CORES SHALL BE TAKEN .ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/z INCHES AND REPLACED WITH AN .ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315,07(a) OF THE SPECIFICATIONS, 27Y'4" MIN - 28%4" MAX FAIL HEIGHT 1.5" OF SM-9.5A SUPERPAVE TYPE BM-25.0 0000000000000000 0 0 0 0 0 0 0 0 6" - VDOT #21A BASESTONE IIIIIIIII-III-I COMPACTED SUBGRADE MIN. CBR=10 TO BE FIELD VERIFIED 2 PAVEMENT SECTION FOR ROAD A C13 Not To Scale *5 DOWELS, 8" LONG A ERMISSIBLE AT 12" C-C CONSTRUCTION 5' MIN. �- JOINT 12�1 MAX w-� do J1 i .42 12:1 MAX B r "� B RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 ;1 20 :1 I 48 :1 -TMIN. �I SECTION A -A I ERMISSIBLE CONSTRUCTION JOINT SECTION B-B J NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. REFERENCE SPECIFICATIONLff502 395 CG-12 3'-11/E" 3'-11/z" _,1;. _-i,/z„ 3E N II II II II II II III II J J J J J J J J GR-2 GR-2A (6'-3" POST SPACING) (3'-1V," POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' NOTES, GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONL" AND CAN BE ADIUYSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER - FOR DETAILS OF POST AND BLOCkOUTS SEE SHEET NO. 501.05. x OPTIONAL GR-2.A. METHOD x OPTIONAL CR-2A METHOD JSMG NESTED RAIL USWC ADDITIONAL FOR DETAILS OF RAIL ELEMENT. RAIL SPLICE JOINT, AND RAIL ON BACK OF POST AS50CIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL. ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE 6'-3'". BETWEEN 5 FEET AND P90 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB, P() T `SHALL NOT BE SET WITH A VARIATION OF MORE THAN ®" PER FOOT FROM VERTICAL W BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS. PER SECTION 505 OF THE SPECIFICATIONS. ALL Grt 2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 273/," MIN - 289'A" MAX AS MEASURED PER STANDARD GR-INS ALL W-BEAM RAILS SHALL BE LAPPEI) IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAN. THE GPTIONAL GR-2A METHODS. OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED P.Y THE ENGINEER PRIOR TC INSTALLATION, FLARE RATES DESIGN SPEED INSIDE SHY .LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30=I 15:' 4 6" 13' 26' 14-.1 50 6.5' 211 11:1 * 40 5' 16:1 8:7 +k 30 4' 1' 1 7.1 TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 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. y 3 En (n O O U CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 3" - ASPHALT CONCRETE BASE COARSE 5' MIN �1 ,A =:: f 1 . A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR M•K PERPENDICULAR CROSSWALK OSS`M WITHIN THE MARKED CROSSWALK AREA CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION A PERMISSIBLE CONSTRUCTION #5 DOWELS, B" LONG JOINT F e 12" C-C m MIN. a� x 0:1 10:1 B MAX B TRUNCATED DOMES A SEE SHEET 10F 4 FOR DETAILS TYPICAL DESIGN 8'-0" 4'-O„ BACK OF CURB 12'1 MAX. 48�1 MAX. 20: 1 SECTION A -A I_ T MIN . ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF y TRAVELWAY SHALL y I y BE PROVIDED WITHIN =4 THE MARKED CROSSWALK AREA. N V) a y (n =O �x N w U CROSSW �K C SSWA� K TYPICAL PLACEMENT OSSWAL1 TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW M SUGGESTED M.AXIMJId FLARE RATE CONSTRUCTION, 6 FEET FOR ALTERATIONS. FOR SEMI-RICID BARRIER SYSTEMS. SPECIFICATON CG-12 DETECTABLE WARNING SURFACE V DOT A COPY OF THEI ORIGINAL SEALED AND SIGhEU L'RAWIvG IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFERENCE SHEET I OF 2 REVISION DATE (STRONG POST SYSTEM) 221 0z TYPE A (PERPENDICULAR) APPLICATION 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 501.04 O0114 VIRGINIA IIEHA2TMENT OF TRAN SPCRTATION GR-2, 2 WASHER I � � I �'� STREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS I w Cl � AS MAINLINE ROADWAY (SEE NOTE 3) �"e18" BOLT 1" ".." HOLE1 r SHOWN ON PLANS) N L WHEN USED N CON,1UNNCTION WITH STANDARD CG-3 NUT __ _ -- 6'x. 8"r%'-2" TREATED +" H'rlE-- - - - - - - - '- - _ _ I- ,- (RADIUS TO BE AS OR CG•7, THE CURB FACE ON THIS STANDARD IS TO a PINE BLOCK OR --6"x6 x I SHOWN ON PLANS) SE ADJUSTED TO MATCH THE MOUNTA9LE CURB TREATEI I'I`-E CONEJGIJRATION. HOLE RECYCLED MATERIAL. CC-2 OR CG-$ 3 '{d„ - - sc BLOCK CR I lSE T. L - - - - ,,, -_ RECY;'LEp GALV. STEEL sDD ww IAATERLAL % 2. SEE STANDARD CG•12 FOR CURB RAMP DESGN TO li€ COMMON NAIL & $ SIDEWALK USED WITH THIS STANDARD_ SEE NOTE 5. w" WIDE BLOCKOUT e s SIDEWALK F FOR USE WHEN REPAIRI'�G DAMAGED GUARDRAIL 6 xB x1 2 (SEE w I CONTAINING STEEL BLOCKOUTS. I w A _ THE .TE L' T NOE 51 � UNPAVED SPACE P O z 0 TI NAIL PINE BLOCK � 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED U THE BLOCKOUT FOR MAINTENANCE �� � � I- _-- (� FLOW LINE � R/W LINE (EXCEPT Adk" S�GRADE 5TPBp.GTATK'N9 eA --i REQUIRED FOR MAINL+NE PAVEMENT WHICH CAN BE TREATED{ ,-� d - REPAIR ONLY EXPANNSION yam-, EXPANSION OMITTED' tN THE ENTRANCE.) SOUTHERN RIME n JOINT LL JOINT 4. RADIA- CURB OR COMBINATION! CURB AND GUTTER NDTE= WIDTH "9" 2'-0" DR AS r SHALL NOT BE CONSTRUCTER BEYOND THE R/W LINE T�- 7 ,;�� s f,e� MAINL24E ROADWAY EXCEPT FOR REPLA.CEMEkNT PURPOSES.. LESS THAN 1'-0" SHOWN ON TYPICAL SECTION 6� HOLE-':. 6xB WOOD POST ' 931A 4"x 8"0`2" TREATED " PINE BLOCK, P05T THE CRT POST 15 FOR USE WITH THE STANDARD GR'-10 TYRE IIIOR WHERE '�}" WIDE BLOCKOUT B'-0" POST Gu ARDRML rEOIARED s} SPECIFIED BY THE ENGINEER IN THE f, PLANS - DETAIL A N" IA raD5T MAY BE NOT ROLLED OR WELDED. - GUARDRAIL INSTALLATION HDLES SITES REQUIRING LONGER GUARDRAIL POSTS II .• I a NOTES. I 11 II`e 'r.10" BOLT TREATED PINE w 1 ALL BOLTS, NUTS. WASHERS, AND OTHER - & NUT BLOCK DR a STEEL ITEMS ARE TO BE GALVANIZED. II RECYCLED w II MATERIAL w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY _ v! BE INTERCHANGED ON ANY ONE PROJECT WITH - II WGx8.5 OR � THE. RESTRICTION THAT THE SAME TYPE OF II -N6 x9 POST AND BLOCKOUT MUST BE JSED IN ANY SINGLE RUN OF GUARDRAIL OPTIONAL HOLE II TO FACILITATE to 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE JOINT. HARDWARE, ETC. SEE- SHEET NOS.50101 3V," DI& GAL V.FNIZIN '. AND .01.02. - H071ES t'� II ICI--4�-I�I 4_ DRIVE NAIL TT BOTH SIDES WITHIN 2" [ F THE TOP DR BOTTOM OF BLDCKt)UT AFTEI. I!T L BOLT IS INSTALLED.. HOLES IN POST5 I 8:° I 611 AND BRACKETS TO BE �'F' DIA. CRT POST STEEL POST SPECIFICATION A COPY OF THE DRIBIN.'"J_ SEALED AND 51GNEii DfTAWING IS ON FILE IN THE CENTRAL OFFICE X�y/[SQ'� REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS 231 221 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILSk REVISION DATE SHEET 2 OF 2 505' VIRGINIA DEPARTMENT OF TRANSPORTATION G8114 50)_D5 CG-12 A da 4" - 3,000 PSI CONCRETE A e4 A 0 00000000000000 4" - VDOT #21A BASESTONE 0 0 0 0 0 0 0 0 IIIIIIIIIIII-III-� COMPACTED SUBGRADE TO BE FIELD VERIFIED 3 )TYPICAL SIDEWALK SECTION C13 Not To Scale OG-12 GENERAL NOTES 1• THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F 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 SDES 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,HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. MIN 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG 12A M BOTH SIDES OF THERAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM �� CONCRETE COVER IV2". 12`1 MAX- 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE 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 CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES A FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTIN000S ,L 1 UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL -� 12�1- A 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' MIN AT .i.' , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND -� EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS R ATE O ,SAVE AS TOP OF CURB PERPENDICULAR TO THE CURB. 9. TYPI C NCRETE SIDE ALK IS 4" CC7K- HE THCE ETNTRANCpE RADII CANNOT TYPE C 'F' REFER TO ST DNARD CCI13, COMMERCIAL ENTRANCE (HEAVY PARALLEL PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2.4" TRUNCATED DOME C-C 0 0 O O O O O O O O O O O al O O O O O O O O O O O O O + q"-� O O O O O O O O O O O O O 0_ O O O O O 00 000000002" 0 0 0 0 0 00 0000000z 507 - 657 OF BASE DIAMETER O O O O O O O O O O O 0 0 0 I O O O O O O O O O O O O O O O 0.9" - 1.4" VARIABLE BASE DIAMETER 4' MINIMUM. PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL 3 OF 4 SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACESPECFICATION V. ,/0a REV, 7/05 GENERAL NOTES 05 203.06 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 02 CG-12 A I PERMISSIBLE CONST. 5' MIN. f JOINT I i I A tJ TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2'-0" T-O" BACK OF CURB 12 1 48. 1 MAX, 20 '1 2' MIN. SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 7 14 7 13 15 8 15 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. 203.05A 203.07 DI 3r�oB.,r,�,.� -T u 3 0 0 V= H CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. 5 �'N )K)K ]2'=1N_ ! AT `)K , 2" HIGHER THAN \\ EDGE OF PAVEMENT AT )K * , SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. SPECIFICATIN CG-12 DETECTABLE WARNING SURFACEREFERENCE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION EXPANSION KEYED s FOR DETAILS OF INLET JOINT CONST, FRAME & COVER BACK OF SIDEWALK Y JOINT BARS D " APPROA SEE STANDARD IC-2. i� � BAR G 2' f GWARF 4" 2" o oD GUTT r-A BARS C a ' BAR C I SUBBASE _ 6Ht1-6-� BARS B 2 AIRS F 1 �- - 2 -_ - HARDWARE �. , , , , , , , , , , , , , , , , , , , , , , , , , , , , Ta z z N BARS F CLOTH II BAR F L BARS D L BAR A GUTTER FACE OF CURB CRACK PLAN _ Lev one + I WEEP HOLE. o SEE NOTE 8 I _ I STEPS.'SE NOTE 5 8„ 2,_8„ �8" SECTION A -A KEYED CONST. JOINT 2'-10" WARPED 2„ GUTTER PLAN VIEW ENTRANCE NOTES r N '1 �' B� z� BARS A IV GUTTEAPPROACH 5, WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK,'.�i MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS I - - - - - - - - - - - - - - - - - - _ _ _ _ _ .� , ' - IO PAR,aBOL1C CURVE [ENTRANCE ONLY') WITHIN THE LIMITS OF THE RAON SHOULD BE INCREASED TO T". (SEE CG-13S B S G 19> I . .7 EDGE OF PAVEMENT OR FDGI OF FLOW LINE 13$ MAX'. sLO=E CHANGE _ - - - D D 8. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW - _ - -}' - _ I I BARS F BARS E L� e N I _ eo a BARS E - - (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS *3" DIAMETER MAINLINE ROADWAY ~ - - - ` - - - - - - NOTE 7) THE ENTRA'ICE, i WEEP HOLE FRONT ELEVATION 8" r-B" 8" BARS B BX A •� _ 520'PMINMUM*d'E - z D 7. THE DESIRABLE AND MAXIMUM .ENTRANCE GRADE CHANGES "D" - - - - - - (GUTTER REMOVED) 1 1/4„ BARS F D ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET L� SECTION B-B 5'MN4. rOR CONNECTIONS_ 5XI/4" BENT PLATE • COMMERC;A' ENTRANCE - INTERSECTION NOTES ?: N CONSTRUCT GRADE CHAHIGES WITH A PARABOLIC CCURVE. 8: WHEN GG 11 IS USED FOR STREET CONNECTK)NS, YHE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH TYPE A NOSE DETAIL SHALL BE USED WITH CG 3 & CG 7 STANDARDS. \ v /a " R a e L2%2'X21/Z'X1/4" AASHTO POLICY AND TI-W APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL. INCLUDING STOPPING TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A GALVANIZED I TYPE B /2' X 4" STUD SHEAR CONNECTOR WELDED SECTION A A SIGHT DISTANCE AND N( VALUE REQUIREMENTS, GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68"30' TO ANGLE IRON AT TC-C. 9. OPTONAL FLOWLXNE MAY REQUIRE WARPJNG OF A CONNECTORS AND IS TO BE ANCHORED WITH 1/Z" X 4" STUD SHEAR NOSE DETAILS 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. WELDED TO BENT PLATE AT T C-C. 2„ APPR. PAVEMENT ALLOWABLE ENTRANCE GRADE CHANGES DI L DI-3B L DI-3C L WARPED PAVEMENT / n. i :1 GLASS AU} n n n s CONCRETE } ' ' s d - - - SECTION C-C ENTRANCE VOL MAE GRADE CHANGE = - I I 1� - - - - - - - - - - = FLOW I FOR USE ON GRADES FLOW FLOW 1 i .- DETAIL WHEN USED ADJACENT TO CURB DESIRABLE MAXIMUM HIGH MORt THAN 1500 VPD at 3 S MEDIUM 500-150D VPD s3x 6z LOW LESS THAN 500 VP13 sfix aX NOTE ALLOWABLE ENTRANCE GRADE TABLE i5 NOT FOR USE IN SAGS WITHOUT GUTTER APPLICABLE TO STREET CONNECTIONS BOTH SIDES TO BE SYMMETRICAL PECIfICATION VDOT SPECIFICATfON RE�ER>"DE METHOD OF TREATMENT""°T STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF I SHEET I of 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) 8' 233 502 - 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATIGNN 203.04 104,09 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR 00000000000000000 #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21A IIIIII-III -COMPACTED SUBGRADE TO BE FIELD VERIFIED DUMPSTER PAD DETAIL C1 3 ) Not To Scale „ 6" I I I 71 ( 1 I 1" dia. hale 1' dia. hole Top View b 12 1$„ 12" 6' With or without eleanout Class "F" Concrete (3) #4 reinforced rod Wieght 30o Lbs, 6 ! /, 11.,.."I 111d � iuw 1" 6" long rE1TLfiO[ CGfl #4 rod used for grins �np ," � 1� BUMPER BLOCK DETAIL C 3 Not To Scale NOTES: I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 4" 2" R OF THE VDOT ROAD DESIGN MANUAL. _ - 6„ 0 0 0 P-1„ D> D D D D 7„ • e o o o o - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 8" VDOT 21 A Compacted Stone Under Curb SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION �4„� y' R • 6" SEE NOTE 4 .A - •a',a. a • .a .A - A -- d .d .A 1 4„ 6„ ' RADIUS 712" a 15" a SURFACI MIN a . •. AX :a .a MAX. • _ . BASE a.. a- =.a• SUBBASI 12"� ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECFICATION REFERENCE 105 502 SURFACE BASE SUBBASE REV.9/O6 201.03 CG-2 NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOMOF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREAPPENDIXEATOFFTT TOR HE DOT ROAD UESGN MANUAL. 8" VDOT 21 A. Compacted Stone Under Curb STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL '•'• :� MIN. 12" CLEARANCE BE PREFORMED BY �Y BETWEEN EXISTING PIPE ,.' MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6". ACIVINt - ' ' i%' 12" THICK VDOT No. 68 STONE BEDDING 8'x8"x16" AND 4"x8"x16" SOLD CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH)1-11 ,,,,,,, III I'll ... I,,,,,,,,,,,,,,. ...............������� MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE ON FIGURE S-1-A OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'-O" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING r 2' MIN. CAST -IN PLACE 3, 10000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Ai TD-26 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 10't I 5' 1 1 1 _. I 1 5' I F WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM x SEE PART 3, PARAGRAPH ➢J SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 v w i T� ^V � J D r z 2 0 r Tm �1 D m 90 0 0 C m M 27 1 /2" DIA [699mm] 26 1/4" DIA I� [667mm] �I f 24" DIA I }� 28 DIA [722m22mm] 36" DIA [914mm] FRAME SECTION (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 1" 2" (51 mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2" [38mm] T �(2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 1 1 /2" [38mm] 7„ [178mm] 26" DIA 1 1 /2" [660mm] [38mm] 1/4" (6mm) DIA 3 1/8" NEOPRENE GASKET [79mm] 5/8" [16mm] 23" DIA [584mm] 25" DIA [635mm] O.D. OF GASKET GROOVE SECTION NOTE, MIN. 60' DIAMETER MANH REQUIRED• MANHOLE PVC CROSS(, USE APPROVED FLEXIBLE RUBBER �T1nnT. d GASKETED STOP COUPLING 27- PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY _90' RESTRAINED BEND PLAN E PROFILE MIN. 6' BEDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESSTHAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKETJOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD-30 FRAME &COVER SEWER SERVICE LATERAL CONNECTION NOTES: (SEE FIG. S-I-D,E) 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 STREET SURFACE OR LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED NON -PAVED AREA w _j rREMAINING BACKFILL SHALL TO THE MANHOLE. SLOPED AREA Z TAIN ROCK MATERIAL 36"MINTHAN 5" IN ANY 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL N BE CONNECTED USING A PIPE SADDLE. 1'-O" MAX 24"MI 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) 2 -0 3000 PSI CONC. BASE INTIAL BACKFILL* 8"MIN (6" LIFTS) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN BENCH SLOPED TO FLOW EMBEDMENT * THOROUGHLY COMPACTED BY HAND OR APPROVED DIAMETER OF 4". 5. LATERALS SHALL HAVE A MINIMUM COVER RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN Io 16 CHANNEL 1/4" 1' MIN SPRING LINE OF PIPE O MECHANICAL TAMPER OAFL3SEWER FEET.NO. SALT PRECAST REINFORCED SECTIONS o. ,'� _ Q ► HAUNCHING 68 STONE BEDDING 6" max TREATED CONCRETE 12"" MIN "0" RING SEALS 16" MAX 4" min 2 4 E " �.- \ FOUNDATION (SHALL BE FINISHED GROUND x MARKER MINIMUM ELEVATION i 12" 1 - BRANCH REQUIRED WHEN SOIL DIFFERENCE ACROSS M,H. 5" 4'-0" 5` �. i % CONDITIONS ARE FROM INLET TO OUTLET _ / o ALL PIPE ) SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETS 2" CHANNEL 3/4 DIAMETER (k CONTRIBUTING NOTE PLUG END OF SEWER. Li 12 MAIN LINE SERVICE LATERAL A FILLETED INVERT FOR A SMOOTH ­d .- 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE SECTION TRANSITION OF FLOW BETWEEN NOTE: BACKFILLED ENTIRELY WITH NO. 21A STONE. 45'0'0" INLET & OUTLET PIPE SHALL BE FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED PROVIDED. MIN. 6" BEDDING AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 NOTE W/ N0. 68 STONE BAND I- EXISTING MANHOLES SHALL STONE SHALL BE PROVIDED' Lj BE CORED AND A FLEXIBLE CONNECTION "BOOT 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE F BEDDING OF NO. 68 STONE ' SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. o INSTALLED 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE IN LINE WYE-TEE EXTENDED OR NON -EXTENDED BASES. PLAN 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE PLAN VARIES TYPICAL SEWER PIPE TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN INSTALLATION IN TRENCH R SHOWING BRANCH TIE-IN SEWER SERVICE LATERAL CONNECTION N.T.S NTS NTS N.T.S. FIG. S-I-A FIG. S-I-B FIG. S-3 FIG. S-2 TD-33 TD-25 TD-27 TD-34 END -SECTION 12" 60'' PIPE -HUB END ON OUTLET ENO -SECTIONS SPIGOT END ON R+JI.ET ENO -SECTION - - E CONCRETE TO B BE LLL JJJ CON( ET M PLAN C � B •4n i S v�Ok A D I.� ?AY LINE SFCTInN Y-Y DIAMETER OF PIPE l E FND VIFW END SECTION DIMENSIONS PIPE DIAMETER A B C G E 121, 4„ 2,_O" 2.-01, 4..-0,. 2•_O" 15" V 2,_3,. 1,._9,. 4._0„ 2.-6„ 1B" 9" 2'-3" 1. -1.. 4'-0" 3'-0" 21" 9 2'-11" 2°•1" F, 0" 3'-B` 24" 9 3' 7' 2 6"' .. 4 -0' 21" 1D 4 -0" 2 1" 30" T-O' 4 6• T P" 5. 3" 42„ 1'-g 5' _,� 2 _�.,.� 9 _7., 4B" 2•-0' 6'-D" 2'-2" 13 7-O" 54" 2•-3. 5._5,. 2,_D 8,-2 F. ".. I 2'-11' S'-O" 3'-3" 1 8,-3" ALTERNATE END -SECTION 12" - 60" PIPE HUB ENO ON OUTLET END-SECTIONS SPIO01 END ON INLET END -SECTION :F J- CONCRETE TO BE - E JJJ 4000. PSI MINIMIN PLAN B DIAMETER OF PIPE -5 OP,E Iy STEEL FABRIC REINFORCEMENT 1 - - A D F" ' PAY LI" END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A 13 C D E 21" B„ 2.-11" 3,_2" 6,41 3,_6., 24" 10• 3 7' 2 0" 6.3" 4'-0' 27" 1O ?" 4 1) 2 6 I " 4' 6" 6 1 5 0 53, d 8 3E" 13' 3" 2 td i , 8 1 •' 6 -0" 42' 1-9" 5 3" 2-11• 46" 2'-0„ 6,_0.. 2,_2., 5." 2'-3" 5'-5•' T-11" IV-4" 7'-61, 3.-3., 6•_3„ 0,_O., LENGFf1 91­ YIPf PAY LINE Sa 0 ULO ER B NOTES PPE LENG THS SHOWNON PLANS ARE OON END -SIECTION DESIGN SHOWN ON 1HE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, DIFFERENCE INS WILL IO REDUCED BY' - CULVERT - THE 01FFERENEE IN DIMENSION SLOPE DETAIL DETAIL SPECIFICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS .102 VIRGINIA DEPARTMENT OF TRANSPORTATIOIJ REV-7/01 K12.01 Y-1 05 BARS 0 8" C-C TYP. I5-1 N5 BARS 0 all C-C TYP. I I I I I I 1 I -I I IT DIAMETER I I I IT I I I I I I I I I -7-1 I I +• PLAN• STRUCTURE SIZE AND PLAN i' WALL THICKNESS VARIES • 9 SLOPE TO DRAIN TO INVERT ` OF OUTLET PIPE SECTION A -A TR ADIAMETERSWWHEN PPEMETHOD PIPE OF TREATMENT IN DROP INLETS DIFFERENT CLASS A3 CONCRETE CLASS A3 CONCRETE ENE5 NOF T PIPES ARE ENCOUNTERED. e ,• SECTION A -A SECTION B-B NOTES: 1. THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AD/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL 6E 8'TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW SHAPING SHTPINC OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH DRAWING IS TO APPLY TO THOSE STRUCTURES NE WITH CI ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. \� SLOPE TO ORPN � \ TO INVERT OF TOPIPE ANY INLET PIPE OF 30" DIAMETER OR GREATER. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N PLACE DRAWINGS IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. FOR FURTHER DETAILS 0 S BARS 0 8" C-C TYP. PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, ' ' '��•: 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE II•'��1' CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI) REINFORCING STEEL TO 6E IN ACCORDANCE WITH AASHTO M31. •i •i j0, ��; �, " •t'.. OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ` ' • . 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH 15 . t i' .'•i'. t DETAILS OF INVERT SHARING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - -� LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY MOIVDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET 31)" LONG). CONFIGURATION AND FLOW LINES. SECTION B-B TYPICAL PRECAST UNIT PLAN METHOD OF TREATMENT IN MANHOLES �VDOT ROAD AND BRIDGE STANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, MANHOLES AND JUNCTION BOXES SPEd RED xv=r ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS SPECIFICATION SHEET 1 OF 1 REVISION DATE 302 SHEET 1 OF 1 REVISION DATE 302 106.08 108,u VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION " M. imp L .] .4 183 COVER LIFT NOTCH 12 3/8" r WATER CAST IRON LID V 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 ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD a ' -WATER MAIN VALVE 24"MIN ""7 UNDISTURBED EARTH) PLAN R [7 CLASS A-3 CONCRETE MIN 18" ELEVATION UNDISTURBED EARTH SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 465 460 455 450 445 440 435 430 425 420 415 410 405 400 395 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING B STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOIL INITIAL BACKFILL 4'JMI 8" 8" MIN MIN. #68 STONE )LAIR FILL AS ROVED BY ACSA % Z STABLE SOIL OR ROC\ 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 FOR ALL BENDS NTS FIG. W-2 TD-2 45' max 2 L_ WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. M BEDDING AS REQUIRED x SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1 /2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 22 1 /2 3.33 2.33 3.58 2.58 2.95 2.86 0.43 0.24 3.83 4.00 2.83 0.52 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 WATER M 25OU P.S.I. CONCRETE THLI.I-;T !3L-!jek: 'LACE - GALVANIZED " WITNESS " POST WITH / :TAPPED ENDS =A.INTED BLUE IN REMOTE AREAS .i, AS DIRECTED. 'M4ARKER LOCATION MAY BE Slr'BJECT TJ HIGHWAY DEPARTMENT APPROVAL. FINISHE C,HADE -I T-ILE T �-FFI: 1,2'TEI-I -L : E 10 LIE 2'. ?' FEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES .AEDVE GRADE. TYPICAL GATE VALVE NTS FIG. W-S VAIN IE •. -.L•;E RpX _ T_ . ETEI? BOX (SEE FIG, 15 TH , :`E) M FI TTII L I IiT' RESTRAINED JOINT FITTI'IJS NOTE: • 'GATE VALVE WILL 13E 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA_ • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE • REFER TO FIG. W-3 .FOR THRUST BLOCK OETAJLS ON TEE.. • REFER TO FIG. W-S FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE- • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAaNED IOINT_ USE PLASTIC SHEETING.AS PROTECMN FOR BOLTS. • USE 25M P_S_i. CONCRETE_ LARD E METER SERVIC-E LINE NTS FIG. N-bC• TLl-, 2 475 470 465 460 455 450 445" 440 10+00 10+50 11+00 11+50 12+00 12+50 13+00 2 BRANCH B WATERLINE PROFILE C1 5 , HORIZ: 1 "=30' VERT: 1 "=10' COMPRE;W- - 3/ 4` MALE PIPE WIJPUNG n,� e-�P.Os•ET, E7,lAl 1' TYPE 'x". SOFT COPPER FOR SEC. �TTAOHEL _IVGLE F1uILr RESIGEmT1AL '+Ek 1::E' H J1:AL I EdGE-%T1AL WIi A4O IAT IiN ,7=,'�1eE5 1'k1`x1` TEE _ a) NO SWESNE✓<TEu FI.TTIH05 �a DUAL SERVICE L 1" corer E` 7'Y, x 314` MIVLE PIPE CWPUNQ O.r APr : E E�tJPL I' TYPE 't==:1&IAETER E E.TI=L E IE ',HE E 1'-'1.:- =i1'"i SINGLE SER+ICE ,,:;1E LE -H-LL E -E r,:. d-E [AST IRON U. F1NI71E] GRADE - I METER H•LL LEE n1. DO% I 1 I --- 1 T Er ,J[ 77 :•�" �L^TIOI: CORPi9Rfi.T[7N _.TfJp <.l�•.'.,.. I P:- _. T E '-� ... ,, �.. -_<_ 4° 1ivElER z.alW ��FE '_ - ETTE :-Ire:.H i� .,so-., :4+:•*•,,; L:i4G STL'kE='S0CT. ';, :IT'. -•I I.,- TH I". E I. L .,ERVI(;E L.ATEi�AL INSTALLATI::N. (5/;,8" & 1" METERS) NTS FIG_ W-6A TD- i 0 465 460 455 450 445 440 435 430 425 420 415 410 405 400 11 BRANCH A WATERLINE PROFILE HORIZ: 1 "=30' VERT: 1 "=10 • ee •• .._ • 111-_-0WIW'A I �. id \ li'�i � i ■ 13+5040 GRADE --FINNI-ISHED NOTE: HYDRANT MUST BE RELEASE VALVE AIRVILLE EQUIPPED WITH CHARLOTTES- THREADS WHICH IS THE LOCAL STANDARD. 1 E GATE BRONZE LENGTH OF BRANCH VARIES BRASS OR BRONZE PIPE VALVE 6' MIN (270-) I 18" 22" DRAIN TO GRADE E El1, 7 CU. FT. ALVE BOX IF POSSIBLE I I- I, #68 STONE I 42"MIN �.' BRICK SUPPORTS OR VALVE ' SOLID CEMENT BLOCKS wV • W. X 6" /� ` ` •' TEE CRUSHED STONE :r 2500 P.S.I. CONCRETE 'Jr;��J• TYPE "K" SOFT BASE AND THRUST BLOCK AGAINST COPPER UNDISTURBED STABLE CORPORATION STOP SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTES: NOTE : 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT SHALL BE USED. ( INCLUDING DITCHES ) 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN IT IS NOT ALLOWED IN THE DITCH. ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP THE MANHOLE CONE. HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. AIR RELEASE VALVE (ARV) TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NTS N.T.S. FIG. W-9 FIG. W-4 TD-20 TD-8 M. IMP b 4N.4�183 StOlV #-0 0 0 � 0 OA � � 0 E 470 n n n n 470 N W W Z OEM I OEM MEN I n 0 465MENOMINEE 465 W MEMO MENOMINEE IMMINIMMEM! F wLL Z� 460 460 O 0 d 455 455 w� Z MENOMINEE w(SIt OEM ME IS O"i 450 450 OEM N 445MENOMINEE ME oil 445 q w N MEN m W INIM OEM OEM MEN MENOMINEEw WQ >> 440 OEM OEM 440 w OEM MEN ME MEMO ( J OEM OEM _J 435OEM 1 435 w Q w OEM 1 MENOMINEE 0010§8�111111 R OEM I 430MEN ME POE mmmm�� lw-aepm- m M7- MEMO 430 W Q I W-mm w 0 N 425 425 OEM m OEM m 420 420 MEN ME 415 415 '' r 410 MEN MEMO 410 a m. imp OEM OEM OEM 405 405 NONE I G 0 400 400 Mot 'VtOlVAL 395 395 MENOMINEE 390 390 MEN MEMO 385 MENOMINEE 18+g0 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 5 �z z W c 1 SANITARY PROFILE 5A-10A [� C 16 HORIZ: 1 "=30' VERT: 1 "=10' W .0 0 0 U 6B 440 CO 440 �I M d- 430 n ^ ^ 430 O MEMO 435001 Ow 435 N MEMO O w ( N 425MEMO 425 NONEv 0 0 MEMO 430 430MEMO! INNPI MIN NIEMEN 0 420 420 MMMO 425MOWMEMO 425 MMMffl IMMIN 415Mm-415 420 420 410 MENEM 410 415 IMMEM 415MENOMONIE MOWN- (� 405 MEMO MEMO! 44 Q MENOMONIE 410 INEW NONE NONE 10+00 N 10+50 11+00 11+50MEMO 12+0010 — 400 4400 Z 10+00 10+50 11+00 11+50 12+00 — 2 SANITARY PROFILE 6A-6B 3 SAN TARY PROFILE 7A-7B w� C16 HORIZ: 1"=30' VERT: 1"=10' C16 HORIZ: 1"=30' VERT: 1"=10' 0 z � 0 LL z U w W J W � Q W Q Z m Z �Zj LL Q w Date 11 04 2019 Scale Sheet No. C16 OF 20 File No. 16.009 OEM _%" _ _ , t FET�i'Td _ A6C \ 0 0 m m rn v w 00 6 405 - - - - �` �` 405 415 n n n M J Q' 415 A6 A7 A8 Z 21111 420 "' 0 420 0 MIN IIII N W W 400 � 00 410 410 M 415 415 I Z MIN 405 405 " W I 395 395 405 405 w W IN 400 40Q IN 410 410 w 0 O IV) �@ 390 390 400 400 z 395 395 405 405 j 385 385 395E395 me 400 400 MIN goo 1111111MIIii �-�m 390 390 WINNOW � N mm 380 380 390 390 a 385 385 NINggggIII� oil 395INNIC 395 N IN Ell W 375 1111 375 385 385 Q 33 390go 390 V) 33 380 10+00 - 10+5080 370 370 380 10+00 z 10+50 11+00 11+5080 �j > 2 STORM PROFILE A6—A6C 3 STORM PROFL,E A6A—A6Z 385 385 w Qw 365 365 C1 HORIZ: 1 "=30' VERT: 1 "=10' C1 HORIZ: 1 =30 VERT: 1 =10 380 3380 o 10+00 10+50 11+00 11 A W Q �N W o z 360 Niglio 360 mTF, D2 4 STORM PROFILE A6—A8 N U 420 355 355 C1 HORIZ: 1"=30' VERT: 1"=10' 425 - ^^ 425 41N 350 350Of qp 420 420 410 345 3NONNI 1I111IImm145340 340 415K 415 405 '"� .11 410t 410 400 NOTE: CONCRETE INLET SHAPINGCD 335 335 (IS-1) REQUIRED ON ALL STRUCTURES 'Vt e 330 330 405�N 10+00 10+5005 395 , o+o0 10+5o WITH A 40 R GREATER D R 0 P AND �"`411 5 STORM PROF LE C1—C2 SAFETY SLABS (SL-1) ON ALL 325 5 HORIZ: 1"=30' VERT: 1"=10' 6 STORM PROF LE B1 —D2 STRUCTURES TALLER THAN 1210+00 10+50 11+00 11+50 12+00 12+50 13+00 13+5 C17 HORIZ: 1"=30' VERT: 1"=10' 1 STORM PROFLE Al—A6 C17 HORIZ: 1"=30' VERT: 1"=10' 455 RFRa455 435435 445 445 IIII IN 450 450 III �l m��m- moo 430 430 440 4400E vU 445 445 425 425 435 435 1111111 11111�440 440 420 MIN 420 430MEM430IIIIIIIffl 435 III435 415 415 425 425 =rw 4NO430430 410 410 420 420 �'NNO�rCD 425 425 44 405 10+00 10+50 11+00 11+50 12+0005 415 10+00 10+50 11+00420 420 8 STORM PROF LE B2—F1 9 STORM PROF LE G1—G2 n,rr� n,"rHORIZ: 1=30 VERT: 1 =10 C17 HORIZ: 1 =30 VERT: 1=10415 415440 440 410 00 IN 410 435 435 430 430Mill IN U-3 wl* - - < 405 405 Lei 430IIII m IIII 10 ININ 011111 430 425 425�%44400 10 10+50 11+00 11+50 12+00 12+50 13+00 13+500010+00 425 425 420 � .4207 STORM PROF E B1—B6 LF C17 „ HORiZ 1 =30 VERT: 1 =10415 415 410 7 410 Iloilo C) 0) 470 470410 410 405 405 465 46505 _ _ 4405 400440010+00 z 5011+00 11+50 12+00 12+50 10+00 10+50 11+0000460 460 10 STORM PROF LE B2—E3 11 STORM PROF LE J1—J2 LC17 HORIZ: 1"=30' VERT: 1"=10' C1 7 HORIZ: 1"=30' VERT: 1"=10'455 455W450 450 470 470 470 in 470J 'WimmommIII1111 W445Big 445 465 465 465 465 IIIMIII 440 440 460 4s0 460 460�J 435 435 455 455 455 455PH ZLL 430 430 450 450 450 450 4 5 Date 4250 10+50 11+00 11+50 12+00 12+50 13+00 13+5t25 445 1 00 10+50 11+00 11+5045 4410+00 10+50 11+0t4511 04 2019 NISSAN 12 STORM PROF LE B5—H2 13 STORM PROF LE 1— 3 14 STORM PROF LE 2— A2 Scale ww�00 , W� C17 HORIZ: 1"=30' VERT: 1"=10' C17 HORIZ: 1"=30' VERT: 1"=10' C1 7 HORIZ: 1"=30' VERT: 1"=10' Sheet No. C17 OF 20 File No. 16.009 iir�i_ t_ ��SC��� 1111111111�=1 �I ... IIIIIIII� • �_ IIIII■If' �� I Z�+N I �cno� I�� lo,noo— - Iz v> 0o m � �o I. 1l�RiTl�' III e• e• a ��n� s ■®ii�iii� ���_�II�_ �`, .;- III— III 1• ��. - ■ ■ �� IMP v�r =il • 410 405 400 395 390 385 380 375 370 365 360 355 350 345 340 335 330 325 320 405 400 395 390 385 380 375 370 365 360 355 350 345 340 335 330 • • _ - ice_ �� � � i = ME I• E - —_ IIIIIIIIIIIIIIII■ I■ _—• , ® N= ��. 325 10+00 10+50 11+00 11+50 ('__i� STO R M SEWER Al -A5 HORIZ: 1 = 30' VERT: 1 "=10 12+00 12+50 13+00 4 00 395 390 385 380 375 370 365 360 355 350 345 340 335 330 13+5 w IVI 11.4w - COVE R EX } r- — — J M — o0 Cd MIN WVLK > z MI o> EY BLOCK w / 0 bLUUK F . r7 N M O §i— Q I F� )NC THRUST nln�l It An I THRUST BLOCK MAX z DEFLECTION 0 C. THRUST If RLOCK a FIRST -ENGTH o0 N M 7 EMBED FOOTER >- - - CON D PIERS 0'OMPACTEC N M M X F — X 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 2 SANITARY SEWER 1 A-5A C18 HORIZ: 1" = 30' VERT: 1"=10 4FZ N W r, Itj / - w r / r / z , - w -g/ a, W o a - In g _� i f _ 17>> / /// A�Z 0 2 N 'G E - > + � rC_v / <,�� / / l �/ / O w �/ / \ I ~ 1 ; - / 9Q a "NO PARKING" � / I I I l r V A / \ I �� — ,/ / I �o > j , I \ \ I ,' /ERSE A6 x W Z w / cti t l / I ,.I' / �/ / CG-6 Q I- �!� /i � // � / f/ � \\ � it // j I mac.,' o TMP 61 A-02-36' / / �/ / W N 0 LDWOOD OF CHARLOf ESVI'LE % I/ I // I jf 1 1 l l f I ; I I �� w w' HOMEOWNERS ASSgt., INk. l I �`''o �w� l / l l /f , ,4" SAN LAT I / s � INSTR.NO. 20130000� % � i t� I l lI /�� �- � a oR-26SnN—IQp A6 TBM RR SPIKE� /- ELEV-349.12' /- , i DRAINAGE ESMT A5 � O r] I 4, A4 O 00 C I NEV� 20' BIL I 11 1 oo -4 � U M. Imp DRAYNAGE IT I \ �, . 4 18 NEW 10' TEMP // / / i I / // I / NEW 10' TEMPI\, �J �\\ CONSTRUCTION i / r \ / CONSTRUCTION,, 00 , i / r r NEW 20' ACSA ( w ESMT i� i / i I f SAN. ESMT % ,.'\/ iCD Cp -,Oro EX. SAN MH BMP IE: ADS BAYFILTEf TOP=346.6' / / i W/W •� / 7�t _ i I X I \ - - _ \ \- , �\ \ \ I I STbRMTECH CHAMB INV=331.2' f _ r c _ \ \ \ \III TaTAL AREA TREA O 36 \ \ \ EXTSZI�JG P_ERM�NENT \ / ig.o 8" "IGy{_S�FN" / ' l i l / l� \ i \ �j • / - -�-D13A11`IAGE EASEMEN1 \ \ \ I I `� 3.391AC INCLUDES 1 strE� S� 338-� - / ( l ' \ 60 \ �� i _~_@B -78 P �0\ \ \ \ \ \ \ I I I I A DIRECT + 2.61 '� �, � � \ \ t� -- -I-- -{r-7----- '-c-� � � \ I I q _ \ \ I I I I FRO4 BMPS A, B, 8 i 28.o -, r i I �c, I I / _ i / A I I I 410 S�1/ OU�f i r� / / ' r V / 1 \ I III I i I i k2 NEW 20' ACSA I 24' DIAMETER r p ? L---�� ° ' I I I I I U __� --i / / SAN. 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GR-2 25.0' 11' PAVED SHOULDER MILL AND OVERLAY LANE AFTER INSTALLING NEW PAVEMENT 2" SM-9.5A NOTE: MATCH NEW PAVEMENT DEPTH TO EXISTING. CORE ASPHALT TO DETERMINE SECTIONS E . GR-2 36.0' NEW CG-7 rn �' N w Q PAVEMENT 3" BM-25 & DITCH AND COORDINATE WITH DESIGN PAVEMENT ,� ENGINEER AND VDOT INSPECTORS. 8" VDOT 21 A MILL AND OVERLAY LANE w In z w Q � o (--,�EX. R 0 ROAD SECTION 2 NEW R 0 ROAD SECTION(STA.10+00-15+K�_3 NEW R 0 ROAD SECTION(STA.15+50-16+Q w C1 9 HORIZ: 1 "=50' VERT: 1 "=10' C1 9 HORIZ: 1 "=50' VERT: 1 "=10' C1 9 HORIZ: 1 "=50' VERT 1 °=10' N 0 - CD QA ONS Fw`'N _ 0l 0 9� R P oE� G 1> w R20 ��� �� N / _ `�-� s�� p M. IMP � \ _ ] N .4 181 2 ; �� �/ -' ,0 90 / ✓ OoF ky /Op�g�E ii��-_-� � / o eo 0- / / / \ WP=2 - X00 380- AND OVERLAY 2 \ / OVERHEADUTILITY��\ INE (TYP.) \ \ \ =� \ 3�0 �98 --\�_---g6 -- __, - - - - - - - / -__ - - X2 - ENE OAS �,F - - ��� - — o -94 / O N 4Y'N� Q P� OWN Q - �O\ ��� i / \ F �► <i�F, NN i �- � ' - - - A6 - �6. r - - N11E LIN W 40 AND OVERLAY , DNS S�0 N1N o E Op `fir \ SXO 10 - _ GG' - I _ 6 G\N 1� E / �o�/ 00 -- ( I - / P / I �J \ _ 0 13+00 6 _ WP--L MILL __ - ----� - AND OVERLAY-39B / / g o / � � eau _�, I A5 �- �/ / / l •� � \ �� �� �� �� ',3g6,, � o N ����Q Q / 394_ I -_�'/ I A / / \\ v �Iv �V �- o z/ \ - 94- /� o 4 R 0 ROAD EAST IMPROVEMENTS PLAN C19 SCALE: 1" = 50' V, � � Z �� Q P - o — D2 OI- - 400 N� _ i WP-2 MILL 1�00 AND OVERLAY \ / �GGN� LL U � A � 9 4 ��G� • ,Iv GIN P P _ _ ui ---_� / / \ \ \ �► IS (As °F ,' r �`FG 1- _ -2 MILL- I -�— AND OVERLAY , - \N�'� SN� NN�NG o n d� _ 1 ♦ / / \ 1�0 URN �q , , 1 pER:2 W I i `4+00 I L _ F WP-L MILL - f _ I J W / \ I AND OVERLAY ��u\ A5 N�� S Z J 0� Date r5-"'�RIO ROAD EAST IMPROVEMENTS PLAN 11 042019 Scale C19 SCALE:. 1" = 50' 50 0 50 100 150 Scale: 1 "=50' Sheet No. C19 OF 20 File No. 16.009 ®� •1 �" •1 FAM �.1MEN Mm �r■arm■■�+�i _i 1 1 1 +00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 S GHT DISTANCE PROFILE C20 HORIZ: 1 =50' VERT: 1"=10` F UIJ I NIV V- — FORJv1PH �-C SIGHT DISTANCE PLAN SCALE: 1 " = 50' 18+0 a- 50 0 50 100 150 ' Scale: 1 "=50' M. IMP �.. N n A StONAL 40