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HomeMy WebLinkAboutSDP202100074 Plan - Submittal (First) Final Site Plan and Comps. 2021-09-209 THURSTON GENERAL NOTES OWNER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VIRGINIA 20190 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESVILLE, VA 22911 ENGINEER .• COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 056A1-01-00-02600 (PORTION OF) - 4.874 AC 055A1-01-00-029RO (PORTION OF) - 3.109 AC TOTAL AREA: PHASE 11 = 21.022 ACRES PHASE IIA = 4.953 AC (THIS SITE PLAN) NOTE. • PHASE I (RECORDED IN JANUARY 2020) IS 10.377 ACRES ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT WITH FLOODPLAIN AND STEEP SLOPE OVERLAY DISTRICTS. PROPOSED USE: PHASE H 96 SINGLE FAMILY ATTACHED RESIDEN77AL UNITS (VILLA AND TOWNHOUSE UNITS') 38 SINGLE FAMILY DETACHED RESIDEN77AL UN17S PHASE IIA (THIS SITE PLAN) 14 SINGLE FAMILY ATTACHED RESIDEN77AL UNITS (VILLA AND TOWNHOUSE UNITS) 10 SINGLE FAMILY DETACHED RESIDEN77AL UNITS DENSITY.• OVERALL DEVELOPMENT - ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT = 6 DU/AC PHASE I RECORDED ACREAGE = 10.377 ACRES & 50 UNITS PHASE I1 ACREAGE = 21.02 ACRES & 134 UNITS OVERALL ALLOWABLE DENSITY = 31.397 ACRES x 6 UNITS / ACRE = 188 UNITS OVERALL PROPOSED DENSITY = 184 UNITS (PHASE I & II) / 31.397 ACRES = 5.86 DU/AC PHASE IIA (THIS SITE PLAN) ALLOWABLE DENSITY = 6 DU/AC x 4.953 AC = 29 UNITS PROPOSED DENSITY = 24 UNITS / 4.953 AC = 4.85 DU/AC OPEN SPACE: PHASE 11 OPEN SPACE REQUIRED = 21.02 AC x 251'. = 5.26 AC OPEN SPACE PROPOSED = 2.98 AC (14.27) GREENWAY AREA = Z07 AC (33.6%) GREENSPACE PROPOSED = 10.05 AC (47 8%) PHASE IIA (THIS SITE PLAN) OPEN SPACE REQUIRED = 4.953 x 25% = 1.24 AC OPEN SPACE PROPOSED = 2.408 AC (48.6%) N07E' OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. PRESERVED/MANAGED SLOPES THE PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN ON SHEET 2. THERE ARE NO IMPACTS TO PRESERVED SLOPES WITH THIS PLAN. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS: FRONT: 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK) SIDE: NONE MIN. 10' BUILDING SEPARATION (ANY BUILDING THAT EXCEEDS 35' IN HEIGHT SHALL BE SEPARATED FROM ANY 0774ER BUILDING BY 10' PLUS 1' FOR EACH FOOT THE BUILDING EXCEEDS 35' IN HEIGHT) REAR: 20' MINIMUM GARAGE: 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF 7HE SIDEWALK SUBDIVISION STREETS CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT. NONE TOPO & SURVEY., THE BOUNDARY LINE, PARCEL INFORMA77ON AND TOPOGRAPHY WERE PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2019. INFORMATION WAS FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. A BOUNDARY LINE ADJUSTMENT PLAT WAS CREATED BY ROUDABUSH, GALE AND ASSOCIATES /N FEBRUARY OF 2021 FOR 7HE PHASE IIA S17E AREA. DATUM: NAD 83 EXIS77NG VEGETATION: PARTIALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXIS77NG GRAVEL DRIVEWAYS PHASE/ IS CURRENTLY UNDER CONSTRUCTION. LIGH77NG NO STREET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT. ALL PORCH LIGHTS MUST MEET THE REQUIREMENTS OF SEC77ON 4.17 AND BE BELOW 3000 LUMENS. PARKING: PHASE ll 96 SFA UNITS = 192 OFF-STREET PARKING SPACES REQUIRED MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE TOTAL PARKING PROVIDED: 192 OFF-STREET PARKING SPACES GUEST SPACES: 1 SPACE PER 4 UNITS = 24 SPACES REQUIRED GUEST PARKING SPACES PROVIDED: 1. ON -STREET PARKING ALONG MCCOMB = 26 SPACES 2. ON -STREET PARKING ALONG LEXI LANE = 11 SPACES TOTAL GUEST PARKING PROVIDED = 37 SPACES TOTAL PARKING REQUIRED: 192 SPACES + 24 SPACES = 216 SPACES TOTAL PARKING PROVIDED: 192 SPACES + 37 SPACES = 229 SPACES NOTE. 7HE ADD177ONAL PARKING PROVIDED KITH THE PHASE I DEVELOPMENT DOES NOT EXCEED 20% OF THE REQUIRED PARKING. ON S7REET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE SEE SITE PLAN SHEET FOR SIGNAGE ALONG LEXI LANE AND MCCOMB STREET, PHASING PHASE 11 SHALL BE DEVELOPED WTHIN 3 PHASES. CURRENTLY, THIS PROPOSED PLAN INCLUDES PHASE IIA. PHASE I IS CURRENTLY UNDER CONSTRUCTION AND PHASE 3 WILL BE THE RESIDUE PARCELS. BUILDING SITES: PARCELS 1-126 EACH CONTAIN A BUILDING S17F THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.21 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL IMP 6A-1-26). THE CEMETERY SHALL REMAIN AND HILL BE PRESERVED WITH THE DEVELOPMENT, SEE EXIS77NG COND177ONS AND S17E PLAN SHEETS FOR LOCA77ON OF CEMETERY, S7REAM BUFFERS., 7HE 100' STREAM BUFFERS SHOKIJ HEREON SHALL BE MANAGED IN ACCORDANCE KITH THE ALBEMARLE COUNTY WATER PR07EC77ON ORDINANCE FLOODPLAIN: A PORTION OF 7HE RESIDUE PROPERTY IS LOCATED WTHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP1y51003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, LANDSCAPING STREET TREES ARE PROPOSED WITH THIS S17E PLAN ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE KI7H ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SEC77ON 32.7,9 OF THE COUNTY CODE, SEE SHEET 7. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREA77ON AREA: RECREATIONAL AMEN177ES HAVE BEEN PROVIDED WITH THE PHASE I DEVELOPMENT, INCLUDING A CLUBHOUSE, RECREA7ONAL FIELD, AND TOT LOT. PHASE ll HILL ADD TO THESE AMEN177ES WITH A PASSIVE RECREA7ONAL AMENITY, A TRAILWAY SHALL BE CONSTRUCTED ALONG THE STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH 7HE FLOODPLAIN AREA AND NATURE TRAIL. IMPERVIOUS AREAS: PHASE 11 PHASE IIA PROPOSED ROADWAY: 107,632 SF 22,063 SF PROPOSED SIDEWALK: 31,251 SF 8,429 SF PROPOSED BUILDINGS: 161,712 SF 30,840 SF PROPOSED DRIVEWAYS., 46,692 SF 6,471 SF TOTAL IMPERVIOUS AREA: 347,287 SF (36%) 67,803 SF (31%) LAND AREAS., PHASE 11 PHASE IIA RIGHT - OF- WAY,• 176,676 SF (4.06 AC - 19.3%) 36,021 SF (0.83 AC - 16.87.) LOTS: 355,799 SF (8.17 AC - 38.9%) 74,912 SF (1.72 AC - 34.7%) OPEN SPACE., 130,512 SF (3.00 AC - 14.37) 28,747 SF (0.66 AC - 133%) GREEN WAY.• 30,7969 SF (7,07 AC - 33.6%) 78,241 SF (1.80 AC - 36.3%) PLEASANT GREEN -PHASE 2A FINAL SITE PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA - - - - - - - - - STANLEY MARTIN COMPANIES LLC TMP 056A1-01-00-02500 / / �--66 5495, PG 635- - n, / L - --------- / LOT LOT STANLEY MARTIN COMPANIES LLC ----- �: TMP 056A1-01-00-029R0 - --„' PHASE 11B - - , %� � � DB 5495,-PG 635 9 ac. I I n PROPOSep OQO��O �y 7, or \ , Rq / 0 2oT ��� Q \ / 74 / PHASE IIA - -- - ------ STANLEY MARTIN COMPANIES LLC \\` _ " ;1•''. _ TMP 055CO-03-00-000AO ..•.�..r" / DB 5495, PG 635 t ®0 - STANLEY MARTIN COMPANIES LLC TMP 056A1-01-00-02600 ®® - - -- -- - 4.fi74 oa DB 5495 PC 635cp 110 ® I --- 00 00 0_ NOTES 1) THIS PROPERTY DOES NOT LIE W774IN AN AGRICULTURAL AND/OR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4) STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC STREETS 40' O.C. IN ACCORDANCE KITH VDOT AND ALBEMARLE COUNTY STANDARDS 5) 7H/S PROPOSED IS NOT LOCA7ED WI7HIN A DAM INUNDA77ON ZONE. TRIP GENERATION CALCULATIONS AM RATE AM PEAK RATE PM PEAK RATE CODE210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 3304VPD 25.9 VPH 3 65VPH PROPOSED -35 DWELLING UNITS (165.2 ENTER/165.2 EXIT) (6.48 ENTER/19.42 EXIT) (11.83 ENTER/11.82 EXIT) CODE 220: SINGIE FAMILY ATTACHED ON ITS 7.32 0.45 0.56 739.32VPD 46.45VPH %56VPH PROPOSED -101 DWELLING UNITS (369.66 ENTER/369.% EXIT) (10.69ENTER/35.AEXIT) (35.63 ENTER/20.93 EXIT) 1069J2VP0 71.36 VPH 91.21VPH TOTAL: 1M PROPOSED DWELLING ON ITS (94.86 ENTER/534.86 EXIT) (17.17 NEER/SS.L9 EXIT) (9.46 ENTER/33J5 EXIT) 'TRIP GENERATION CALCUTATIONS BASED ON ITE TRIP GENERATION MANUAL (SOTH EDITION) SHEET LAYOUT SCALE: 1" =60' 56 5 OT Loi / LOT 54 LOT i /' i - - L � T oT - Q� •-- 8 / � 1 x8 LOT PHASE I x, LOT LOT xx \ a I � r I / ,.\\ �� S'CE>, / LOT pwJ ON 45 ` SZ LOT Y.....\ L47 , l.:7. 4) / LOT 48 .. .- 49 / LOT 5 O \t / o - NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS ACCESS ROADS A DEVELOPMENT MAY EXCEED 30 DWELLING UNITS ON A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS PROPOSING 50 SINGLE FAMILY ATTACHED UNITS FROM THE EXISTING PUBLIC ACCESS ON BLUE RIDGE AVENUE. PRIOR TO ANY ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY (PHASE II), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF CONNECTION TO THE DEVELOPMENT. \ ii elo L SITE T9B ® LAUREL HILLS 'Ina 1 GRAYROCK CROZET Izls ORTH CROSSING GRAYROCCK ,M WAYLANDS JARMAN GRANT WAYLAND PARK GAP ESTATES ' BARGAMIN PARK Crozetxm REA PARKSIDE VILLAGE \ a91 VICINITY MAP SCALE: 1"=2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 LAYOUT & UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 SITE NOTES & DETAILS 6 UTILITY NOTES & DETAILS 7 LANDSCAPING PLAN & DETAILS 7 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK 4 VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING zoo EXISTING CONTOUR 200 PROPOSED CONTOUR 506.71 TC PROPOSED SPOT ELEVA7ON 506.21 EP TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 TW 506.21 BW PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DEN07ES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE (D OO Qo (0 100 YR. FLOODPLAIN APPROVALS I DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNERIZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY SCOTT/R. 0( •LLINSIZ No. 35791 11, pow 9/17/21c�4 ti'SIONAL U) Z z O O� U ED (n =) w (n U0 z a H O ,~F_, U') z LU~ ce 6kJ M M ® N M z 1- Q N W N L. 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EXISTING _ - , / _ -__ f / Qv D.B. 5z64, PG. 297 VACANTSEICESSHALLBEABNDONED. \— - - — - - — SERVICES < ' / EXISTING HOUSE TO BE ` , CONVERTED TO A CLUBHOUSE ° ` FIRE HYDRANT INSTALLED UNDER PLEASANT GREEN 'f% fG XISTING RWSA zz" DI WATERLINE STORM SEWER INSTALLED WITH �- • . ��_ �, � \ \ �' ,� ,.' 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'� " PROPOSED UNDERGROUND STORMWATER MANAGEMENTLU p FACILITY'D' - SEE VSMP PLAN FOR DETAILS (WP0202000053) \ \ \ \ \ \ \ \ \\ ° \ \ \ °\ PROPOSED SWM FACILITY&- - - - - —\ p (O\) MAINTENANCE EASEMENT � I -I I v v A V A ? PROPOSED zo' ACSA CV UTILITY EASEMENT (TYP.) 0 \ \ \ \ 0 \ \ SEE VSMP PLAN (WP02020 oo53) �• I C , \ \ - \ �' '. FOR SWM OUTFACE DESIGN �, ,SANI RY SEWER PROPOSED LINE r a: PLEASANT GREEN PHASE I ROAD & UTILITY PLANS (SUB-201 A awe_ C u w NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE 1 I \ z a = /EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 1 \ W I I U1 APHIC SCA��� _ v v v A\ V A� VA\�AV -,7n � JOB NO. v v f O ✓ I /\ 182154 30 0 30 60 �720 \\ \\\ \ \ \ V �p �� 0 �� 00 000� 11 O O00o 00 �� C) i� �:. -I / v % / o O 1 I I f m Q zo' UTILITY EASEMENT `� // SCALE C I I I I D.B. 5z64, PG. zg700o O �� v 1�� _ 30' (w FEET) vv \ v v \ \ 0 ��/-- 1 v��O ��%�\� OI D I I p/ 0� \ O /�/ CO} — — J Z ° \ G \ SHEET NO. 1 inch = 30 ft. / A\ \\ V AIno V A\ \— ,� I I II II fTl I IOo� 5 0 U 0 0 U 0 0 /� EXIST. GROUND EXIST. ROUND Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Rambling Brook Lane (Public Road) 900 2 920 4 4 14.47 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 14.93 Latchford Road (Public Road) 150 2 170 4 4 8.59 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Camden Lane (Private Road) 150 2 170 4 4 8.59 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 5' WIDE CONCRETE SIDEWALK 4" WOT 21A STONE BASE sTpME s`TaME qSE SUBBASE 5E� 6 6 -82.5 B2 5 (TR0' ,0• AVEL LANE) (TRAVEL LANE) 1 24' F/C-F/C 49' R/W TYPICAL NL16Hg0RfI00P STRLTLTT S.ETCTION (49' )?/r) RA&BLINC BRGOOX LANE a@' LITCHFORD ROAD (ALL PUBLIC ROADS G.S-SOAR RESIDENTI44L EG AIIXFD USE SUBDIVISION STREET DESIGN SPEED.' 25 JfPH NO PARIYINC PERJfITTED NOT TO SCALE 5' CODE CONCRETE SIDEWALK NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT CG-6 3' CURB & GUTTER CLEAR ZONE 2% 2% 6' PLANTING -'I STRIP GENERAL CONSTRUCTION NOTES FOR STREETS: 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WiTHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 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. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WiDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS 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 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. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT"S VIDEO CAMERA INSPECTION PROCEDURE AND WiTH A VDOT OR COUNTY INSPECTOR PRESENT. GENERAL ROAD NOTES: GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WiDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY 20 FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. STEEL BOLLARD DETAIL NO SCALE 3/16' STE EL PLATE WELDED TO POST h GROUND SMOOTH 2-1/2' DIA- GALVANIZED STEEL POST. PAINTED WITH 2 COATS OF PRIMER AND INSIGNIA YELLO O I 3/4' DIA. W STEEL PIN / HEAD W/ 3/5' DIA- HOLE FOR ) LOCK LOCK FINISH SURFACE �CN.LC.) 3' DIA. GALVANIZED - _ I ILL tiI i9 STEEL PIPE SLEEVE I p CPAINT A50VE GROUND PORTION SAME AS POST) a CONCRETE FOOTING 3/1G' STEEL PLATE WELDED�- TO SLEEVE 12' NOTE: DRILL A 13/1G' DIA. HOLE THRU BOTH THE POST AND SLEEVE FOR PIN PLACEMENT. POINT OF CG-6 FINISHED GRADE CURB & GUTTER 3' CLEAR SURFACE 2X 2X 6' PLANTING STRIP EXIST. GROUND EXIST. GROUND POINT OF CG-6 C/t FINISHED GRADE R/W CURB & GUTTER CG-6 CURB & GUTTER 114".' 1' 1/4 ••.-..-: WNa �,POMM oo P� °ma �PPPP m t4,1 4' LDOT21A 1' BA,zs 10, n' ' 20 E/P-E/P 27' PRIVATE AD R W TYPICAL ALLEY SECTION27' PRIVATLT ROA ALBEMARLE COUNTY CAHDEN LANE (PRfK4TE ALLEY 15 HPH DESIGN SPEED GENERAL CONSTRUCTION NOTES NOT TO SCALE 1. PRIOR TO ANY CONS7RUC77ON W77HIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VOOT). THIS PLAN AS DRAWN MAY NOT ACCURA7ELY REFLECT THE REQUIREMENTS OF THE PERMIT WERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MA7ERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF WOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS7RUC77ON. 4. ALL SLOPES AND DIS7URBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.' 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J.-1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA77ON 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 TRAFFC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAFE7C CONTROL DEVICES 8. UNLESS OTHERWSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CON57RUCTION INDUSTRY (29 CFR PART 1926). PROPOSED STATE MAINTAINED ROADS: NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. MEWAK OR �WAJK SPACE EDGE OF PAVEMENT GO W x Xi C E. LIMITS OF PS). LIMITS CP PEE. ILLESS ROUTE® ADI:ESS ROUTE UNTAMED SPODE NON-TI EFECERSDLE � UNTAMED PACE EMf RNICE - l LIMITS OF PEE. LIMITS OF PEE. CE55 ROUTE® NON -TRAVERSABLE] ACCESS ROUTE® WITHOUT UNPAVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL WITH 4 MOTIONµ PoCXi-O-WAY IS RE IIEO IE 1XE OMITS 2,-D„ BE PEPESTRUN KCESS RX7E E%TEND BEYOND M y EXISTING OR PROPOSED VDOT RI I OF WAY. B PEDESTRIAN ACCESS Rw1EEs PROVIDE A CONTINUOUS MEMBE R STABLE FRY MO RLN RESIST AVi ¢'.E PAIN TY TFUT fN Ill'ACCESSIBLE ELEMENTS OF A 4'^'4e' 4eP 4 9 . FACILITY THAT CM OE MPROMIED. ENTERED MO USED BY OF ACLFss ROUTE Is ADJACENT TO BACK aF Wfle, uMAUN WIDTH sxpum BE S. SECTION F-F C �J HALF PLAN E IF PEDESTRIAN UNN ROUTES RR AE BDNc PRPEDES RI N ACCESS 4' TGVERS%LE WOTH 6 RE MET WITH AMU. 2% CROSS ROE. WHEN USED IN CONJUNCTION WITH STANDARD ;,.. P,R CC-3 OR CG-) THE CUM FACE ON THIS MOLD STNDMO IS YO BE AJUSIED 0 MAC rE lw NDUNTMLE CURB COMOURATNNJ. Yz7V? ® " NORMAL GUTTER & --- • .i .e' _ Yzz SECTION E-E y P - ' e'. ' I:. ' R' aY • q 9 eYSCLAR •0% TO t0i CxMCE TU3N3" e9e a eYY^PeYe4P.Y4e!' wlie• • "- Al IX.E.S.I LONG. Ti!. BY IGGR BAYS TYPE SZE 210 W-G.. ® POINT O W/CE DRAW 12i ANAL SLOPE 5'-0" FOR CUB AND CUTTER ONLY E F TI WLi NTLY z L V % MAXIMUM INCREASE N ROPE AT MINIMUM 10INTERMIS 4P�g4o9a T SECTION C-C ' i R 3 z MAXIMUMTHEME DErnREUE onsxMNI BETIME Fax sCHTMED INTERIMS SECTION D-D IOEWIGTIIXR E RI STANDARD ENTRANCE GUTTER NVO� ROAD MO BODGE STM0A905 REVISION GATE I SHEET 1 OF 1 SUM 203.02 VIRGINIA P DEPARTMENT OF TRNBCRTATION ...15 PROPOSED l.S" SM-9.5A SURFACE COURSE PROPOSED 3" BM-25 INTERMEDIATE COURSE PROPOSED 6"-8" COMPACTED AGGREGATEBASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - PROPOSED PUBLIC ROADS NO SCALE W., EWR TOP a CUT PAT LIMITS (TYPIµ) CUr OUTLET H T CD ^E (PAVEMENT BEGN WITTH <5• BBGGRME IT H LINE ELBDW FLL EDGE BE PAVEMENT CROSSORNN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION TRAVEL LNEs IWITX TYPE ISELECT MATERNL) 451 _ r--- TRENCH PLACEMENT Av N PAY FAIR FOR OUTLET FIRE TO SHOULDER LINE EEGGINWITH +5• r PAVEMENT 91IRFµ£ k BAyE H LN TCE OF FLL IOINBME EW-@ 4o4u o rSELEM MAlERVL MARREDRR / ITIPICALI o NS) OEORE TE. %B µYiAMIN R OR LRU920 ':..� GLASS METING pB GRI➢ATNIN REQUIREMENTS. PLAN VIEW, LEOTE%TL.E DRAINAGE FPSRIc (PLACEMENT OF CD-1 CROSSDRAIN) OR f. PAVEMENT SURFACE Y BASE r SUBBASE OR CEMENT STABLIIE0 !MANAGE rALECi MATERBE 4+WC R SUBGRADE o d'o"a"o�o CEMENT OR LIME STIIZ2Ep1 jjoMLEGTf%nLE a5) ACCREGNE, xe AGGREGATE OR CRUSHED ORMIOEE GUMS MEETING NS SUBAREA REQUIREMENTS GENERAL NOTES BNL 1. UNLESS SPECIFICALLY INDICATED.CROSSIDI WILL ST BE LOCATED AT THIS PONT WHEN BOTH AABBASE AORWRAE ME STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROATILY HARD TARRED TO INSURE COMPACTNESS NON -PERFORATED OUTLET PIPE T OUTLET ME SHKL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT NO SNTEL BE PLACED ON A GRACE PARALLEL TO ME SHOULDER SLOPE 2%ME. 13 % DES., (RPE. CRUSHTING STRINGER •. ON CURB MO GUTTER SECTIONS WHERE N IS IMPOSSIBLE TO OTHERWISE PROVIDE OUT PER CKDOWAINS, THEY ME TO SEELOCATED SO AS TO DRAW INTO DROP I.. aMIMILES LR MANHOLES. 5, ON SUPEREIEVRW SECTIONS TRENCH R TO BE UNDER ENTIRE PAVEMENT AREA I. WRITE RE xx TO PSI xxx WITH OUTLET PPE ON LOW SIDE CHLY. S. INVEST ELEVATION AT OUTLET END OF OUTLET RR iD UE A MINIMUM OF E-0" BECOME INVERT ELEVATION OF RECEIVING wWMAGE MTCH A STRUCTURE. N WNL RECORDS MINI -RICHES 7. µL CONNECTIONS (ELBOWS, WYES. ETC.) WITHIN PAY AIDS FOR OUTLET PIPE ME TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PPE. Y MN TESTED ADMIRING TO MEN D-DA12 AT 52 DEFLECTION. e. OUTLET PIPE TO R sCcuXELY CONNECTED TO Ew-12CR OTKR DRARME STRUCTURE. XVDOT BPECFIGION ROAD ND BRIDGE STANDARDS STANDARD CROSSDRAIN BE]EBENIE BEET 7 BE I REVISION DATE (AT LOWER END OF CUTS) 2'u 0) 16 m1 %pLGR VIRGNIA DEPARTMENT OF TRANSPORTATION )D1 CO -II NOTE WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMIC(µ ENTRANCE A W CROSS YOR SMALL BE 2X FIRMA NDTX OF 5 FEET. 'b'+'1 MST GENERAL NOTES OF APPROACH SAME sURFACNG INAMS TO BE M I A5 MNHLNE NJIGWAT (SEE NOTE 3l 910NH ONPLASH (RMlIT TO BE AS 1. WHEN USED IN CONUNCTION WITH STANDARD C6d OR CO-J. THE CASE FACE ON THIS STANDARD 5 10 _ ENOWN ON RASH BE i0 MATCH THE MOUNTABLE CURB CF2 OR Cl CONFIGURATION. CONFICMNTIOH. `_ _ _ / �, J P• 2. STMDAD CG-12 FOR CAS RAP DOM TO R _ _ _ r' SIDEWALK LU USED WITH THIS 9iNDMp. SNGHAK ____ N]iE 51 WTIUNI UNPAVED BI FLQW MM3 3, MAINLINE PAVEMENT RI BE CONSTRUCTED TO THE RM THE MY S gRG RTMLI2AION -- �� ---- a }--- [EXCEPT REQUIRED FEW MNEIM PAVEMENT WHICH CA BE EXPABSH EXPANSION SIGN OMITTED IN THE ENiflMCE.I .DINT d. RA➢1A OURS OR COWINATION CURB MG BETTER -- NOTE: WNTX IT 2'-O" OR M W MNKIK flOM'!'AY sXAL IpT eE COxsTRUDIED BEYOND TIE RAW LIRE EXCEPT POPE TERALEYENT PURPOSES. SHOWN ON TYRONE SECTION. ArN PLAN V VIEW ENTRANCE NOTES S. WHEN TXE ENTRANCE RANI CANNOT ACCOMMODATE THE iugW NREREMENTS ANTICIPATED HEAVY MUCK W O ANTICIPATEDANTICIPATED MNRIK ROADWAY L. D'PIRIB°LIC WRVE (ENTRANCE OILY( TRI iK DEPTH FOR SIDEWKN 4 CURB RAMS WITHIN 1TE LIMITS O THE R.NIIREULO BE NOR TO J". (SEE CC-O) WE YM 0 DPTiO PLOW LI:EOR CAME CNMOE ® _ _ _ - p 6. PLANS ME TO INDICATE WHEN CONSTRICTION OF A FLOW MNNI NNE RDI➢NA-� T NSEE -- -NOTE 11 NE IS NICE i0 PROMISE PoSITIVE pRNIAE µROPES THE ENTRANCE. 0 BLRX/OE ® 7, THE DESIRABLE MD MAXIMUM ENMACE MADE CHANGES CHANGE �-�. ANCE DE o r°MILE.. THESIE°VA"LUES ARE NOT APPLICABLE O STREET y M 20' MNWM FACCEN CWEROAL ENTRANCE TION NOECTIOIS. INTERSECTION TES C B. WHEN CC-11 Is USED FOR STREET CWMCTIOxs THE W CONSTRUCT GRADE CHANGES NTH A PNRAH"LC CURVE. CONNECTION MST BE DESIGNED IN ACCORDACE WITH M91T0 POKY AND THE IFPLICMLE REWIIEM:NiS O' TXE VDOT ROM DESIGN MWVA,INCLISINO STOPNNE SECTION A - A sOxT DISTANCE AND K vµuE REQUIREMENTS. B. OPTENK FLOWLLE MAY ROUBLE WARRING OF A y PORTICO COTTER iTI P11°VILE POSITIVE ORNNM.E TTCN. B PORTION TXE INTERSECTION. THE IIIT_IIIQ ALLOWABLE ENTRANCE GRADE CHANGES / TT CLASS M IX.E.S.I Do SECTION C-C ENTRANCE V0.NE GRADE CHANCE "0" DESIRABLE MMNW wq MORE ixM 1500 VPD 05 1 3X MECUM 500-15D0 WO 53% 6% LOIN LE441XNI SW VPO I SBY NS NOTE: µED MET ENTRANCE GRADE FART B NOT APPLSAYE TO STREET CONNECTIONS PECFICATION `VEJEIT "EFE"E"CIO METHOD OF TREATMENT ROAD AND BODGE STANDINGS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES, RevmpN DATE SHEET , OF NR61RA DEPARTMENT OF TRMSPORTATER 07115 20] 04 PHASE III (FUTURE) IPHASE II 1 1' 1 6" 1 2' I STANDARD CG-6 CURB & GUTTER NO SCALE CD LINTS BE PAY FCR PAVEMENT -S� OUTLET PIPE auMARE TaP OE - V" CGWIXATIJN WOERORNH 'P suBDRME TUT aF FLL W-12 Jf-'; FLL DITCH IEYRCKI� lT SWULOER LINE LINE ly EDGE BE PAVFIEXi CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION I �r�RO TRAVEL LAMES (WITH TYPE ISELECT MANNA) ----4---a-1--------k--- EDS BE PAVEMENT TRENCH PLACEMENT SXOILDER ENE REAL(-x TDE OF Fu �PAVENENi SURFACE E BAY / y1BB.V^E OUTLET MELIMITS BE PAY FOR .4. """" 4. 4 �• r SELECT GTENµ TYPE IDGB PLAN VIEW SHOWING PLACEMENT OF CID CROSSDRNN ' %B1 MOREGTE. SB AGGREGATE CR ON9ED •p-0.. GLASS MEETNG XB GRADATION REQUIREMENTS. OEOTEKTLE DRAINAGE �..--.� NON -PERFORATED OUTLET PIPE FAeN1 BRN OR 14 -PAVEMENT 5111610E N BASE SURBM1SE OR CEMENT STOHLDEED o' SUNRISE - e.4o�o r PE. DR 9NDRIDE M WALL THICKNESS (MIN) -INCHES a.;.o. o 111-NI OREIT- ITABUSE., NNW TE57D ACCORONG TO MTM D2412 AT 5%DEFLECTON. NETAGGREGATE IS AGGREGATE A CHUNTED GEOTEKiLE ELMS MIIW RB ERMATION REQUIREMENTS. PNMUND 1•-p•• ABLXc GENERAL NOTES L TRENCH III BE FILLED WITH AGGREGATE µS THROUGHLY IONS TAPED TO NST RE COMPACTNESS. APPROACH A/B PAVEMENT 2. OUTLET PIPE SNII BEGIN AT THE EIXS CE THE TRAVEL LIRE PAVEMENT AMID SxµL BE PLACED ON A pfME PMALLEL TO THE SHOULDER SLOPE z i MN.13E OE4R08EI GRADE. HtIDGE :- SUBBA4 S ON CURB NO GUTTER SECTIOM.NERE IT IS PRESSURE TO OTIERINSE PREMISE - WQ OUTLETS FOR CROSSQRARS, THEY ME TO BE LOCATED 50 AS TO CRµI INTO DRCP CD-2 - INLETS A MMELES. S p °FSORE BAY IA BE LTYPEI -I SRE N0. 2E B" NN. CEPTX] 4. ON SU SECTORS,TRENCH 15 i0 BE UNDER EPEE PAVEMENT NEA I' OUTLET PIPED WITH ouREET PIPE Qx Ww E oLr. 9. INVERT ELEVATION AT OUTLET ENO DP OUTLET PINE TO BE A MINIMUM OF Pw' ATOW INVENT ELEVATOR OF RECEIVING DRAINAGE MTCH OR STRICTURE. PLACEMENT OF CD-2 CROSSDRNN AT G. ALL CaWECITSM ELBDWR WYEs. ETC.) WITHIN PAY uurts FOR BEREFT PPE ME TO BRIDGE APPROACH SLABS RF °F THE SIRE cMOS ON STRENGTH M THE OUTLET PIPE. ]. CUTLET ME TO BE SECURELY CORNELTED TO EW-120R OTHER DRAINAGE! STRUCTURE. PEaFRGTION �VO� RfP[Rf)HfE STANDARD CROSSDRAIN ROM AD eRDCE sTMDARGs 23z SDI (AT GRADE SAGS AND BRIDGE APPROACHES( REVBW DATE 6MEET I DF , 'DI VIRGINIA DEPARTMENT GF TRANSPORTATION D]A15 IOB.OS TRIO DF ME c6U91FD STRENGTH Mw T- "xDM. wALErER xw.I. B"xW.mALETFN RYWTM wµl PVL .%I3 O.1E3 RNOOi WALL PE X JO PSI xNX ]0 p51 MN% CG-I2 HUGE OUPGNENIS O CURB RAMPS CONSIST BE TR FOLLOWING HYORWLIC CEMENT SIDEWALK (MYTH IN INCHES AREA IN SQUARE YARDS) CURB WHEN REWNfp (W-2 A GO-3 IN LINEAR FEET( GENERAL NOTES: RTECTASLI WARNING SURFACE (AREA N SQUARE YARN) I, THE DETECTABLE WARNING SXµL R PROVIDED BY TRUNCATED DOMES. WE R OF NE MOW ITEMS IS A SEPARATE PAY ITEM MG SHOULD R 9JWMIZE. 1. EACH DUMB CUT RµP. 2. µL BETE-T08E WANNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF YCTILN 50+ OF THE SPECIFICATIONS FOR CG-12 DETECTBLE WAR INS SCR IGE. R'A"M RAMP 1211 MA% DETECTABLE WARNING SU PR -DUCTS USED SHALL WE FROM THE MATERIAs +8'I MM MPHOVED PPLOUCT u5T NUMBER 72. S. MOP IND SEES OF CUM RAMP MAY BE POINTED WIN INCALY WITH RAP FLOOR OP BY USING RRNs5BLE CONSTRUCTION JOINT WITx REQUIRED BARS. 4' 4. REQUIRED BASS NE TO BE NO.5 X A" PLACED Y CENTER i0 CENTER µCND A BOTH 90[S OF TRIV FLOOR 41D-CEPN OF RAP FLOwt MINMW CONCRETE COVER 1yL" 1pI No 5, ROADWAY CUB / CURB MD GUTTER ACH TRANSITIONS ADJACENT 70 CLIMB TYPE A RMPS ABLE INCLUDED IN PAYMENT FOR CURB ] CURB AND COTTER. PERPENDICULAR S. CUB RNPB ME REQUIRED FOR SBEWµPS MD SHADED USE PATHS. THE MOTH OF THE CLUBS RAMP SHALL MATCH D IN OF"T3XF TION WTH PATMO USE EPATH TLK HETMWMUH. EM WIDTH RpTAL B: T EAMPS WE EWIDTH �., JCEFECTAR-E WARNNGS SHALL EXTEND THE FULL WIDTH OP THEWRB RAP LA W FLOORB. CLIB RAPS WLL BE NSTµLED MU LOCATED WITHIN PEDESTRIAN CROOMMKITAS SOWN ON PEAS M AS DIRECTED BY THE ERROR. CURB FUN SSNOIXD INNOIETE EK�ATED BEHFO VEHCLE STOP LIKES. LIGHT PONES. FBE EIYMMFS. DROPTYPE B 9, RMPS NAY BE PLACED ON RADAµ OR TANGENTIAL SECTIONS PROMISED THAT PARA LLEL TEE MIKE SPENNG IS RMm WRIN THE THELWITSC OF THE OPENING IS AK µIS =I. iHI.T LHF AOFE AT TIE [CNNECTION OF THE WRB OPENING B R N A 2 ilE R R wCUL a CWB. CE1fCl/RE WMNNG SUNPILf Pµf15 SXBLL BE xSTµLED FLUSH GRIMTHE BADx O qRB. 11. WHERE CURB RAMPS INTERSECT A RACµ SECTION OF CURB AT ENTRANCES T 12'I 4 B. GR STREET WNNECTDI6 THE OTECrµtE WMrvPNO sU A` `HI xAVE wprv` :A' XI VA� A FACTORY RM14 OR BE THE BACK AS RECOMMENDED BY THE Y MANJFACIUER TO MATCH „ACKµ OF CURB SEE CEC 122-IINNPADON 204.05 AND 20437 FOR METHODS U NG E Gs U5. A•MLE AT X .2 HIGHER IRAN EDGE OF PAVEMNT AT M M.W. SAE AS TV OF CURB TYPE C PARALLEL IRE PERPENDICULAR TRUNCATED OWE .B'•-z4- c-c 00000 L 0o000 oo 0o o oo LMDwc RNP 00000a o000000a 0 to r 000000000000000 m DDDOOO DODD D ODDD 0000000000000.0 �- X I F IA r R D O O D 0 0 0 0 0 0 0 0 0 0 0 RTCcrML£ We AT B/CI OF WRB N "-14" VMIB$E FUEL WIDTH OF RAM FLMR 5£E EJ]TE R. 1- PpT LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �VCXJT A COPY OF THE ORIGINAL SEALED AND SIGNED GRANTS IS ON FILE IN THE CENTRAL OFFICE. SPECNICATSN ROM AND MINE STANDARDS CG-12 DETECTABLE WARNING SURFACE BEFEBE"°E SHEET I OF s REVISION DATE (GENERAL NOTES) 102 spz 204.01 04/19 VIRGINIA DEPARTMENT CE TRANSPORTATION SQ4 o13 O � \G �j Pv� / TRIP GENERATION CALCULATIONS - PHASE IIA ADT RATE AM PEAK RATE PM PEAK RATE CODE210: SINGLE FAMILYDETACHED UNITS 9.44 0.74 0.99 \ PROPOSED- 10DWELLING UNITS 94.4 VPD 7.4VPH 9.9VPH (47.2 ENTER/47.2 EXIT) (1.85 ENTER/5.55 EXIT) (6.24 ENTER/3.66 EXIT) CODE 220: SINGLE FAMILY ATTACHED UNITS 7.32 0.46 0.56 PROPOSED- 14 DWELLING UN ITS 102.48VPD 6.44VPH 7.84VPH (51.24 ENTER/51.24 EXIT) (1.48 ENTER/4.96 EXIT) (4.94 ENTER/2.9 EXIT) TOTAL: 24 PROPOSED DWELLING UNITS 196.88VPD 13.84VPH 17.74VPH (98.44 ENTER/98.44 EXIT) (333 ENTER/10.51 EXIT) (11.18 ENTER/6.56 EXIT) 'TRI P GENERATION CALCULATIONS BASED ON ITS TRI P GENERATION MANUAL (LOTH EDITION) (VARIABLE WIDTH) 4" CONC. NOTE: VDOT #57, #68, OR NOTE.• 3, 000 PSI #78 STONE BASE UNDER AT 28 DAYS, CURB & CHECKED BY OR STRONGER VDOT PRIOR TO FARMING AND/OR BACKFILLING\/�K� PAVED SHOULDER SECTION IP To WE IS M• MINE WIRSTIMII T-0` W 4" 21-A STONE BASE CONCRETE SIDEWALK OUTLET PPE NO SCALE NO SCALE MOMENTUM SHAl BE CENTERS) AM WIN MD COTTER GEOTEXTLE tlLW/fE FRANC 0" IOVERL T I'-0' AT TOP( PAVBENr OunEr PPE SWMPDE SEE IYIIE 1 zIB] MBIEOATE. MT.IEGTE pi CMRIIED l LEti HIM RW PAMATI011 IEgBE1FNr. CURB MID GUTTER SECTION ROM ND BIAGE BTMDMDs STANDARD PAVEMENT EDGEDRAIN 20 91EEI I OF 2 REV190X GATE ME IOB.OB VIRGINIA DEPARTMENT BE TRANSPORTATION � PERMISSIBLE CONSTRUCTION CMW TO 20:1 THROUGH RAP LENGTH GUTTER PM MAXIMUM ACRE 201T 5'-0• YN SHAPE TO MATCH PACE OF ROADWAY CURB BACK BE WRB d :1 2O1 B:1M SECTION A -A LYCN- •BSI uK DETECTABLE WAXNNG SURFACE PERNS4RLE CP[ CURB �- CMSIRUCIYCH 5'Vm HINT CROSSWALKn SECTION B-B CI,T GUM ONE DIRECTION NOTES ONE DIRECTION WITH BUFFER STRIP I. POPE GENERAL NOTES ON THE DETECTABLE WARNING SUIEOCE SEE SHEET t DF S. WITHOUT BUFFER STRIP 2 THE REWRS) LEHGTx O A PARALLEL RAMP B UNITED 70 15 FEET, REGARDLESS SH THE ROE, 5. BUTTER PM SHALL BE A MAXIMUM AOR O 2011 AT THE RAP OPENING. 4. DIAGONAL PLACEMENT IS NOT PERMITTED. 1f TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MNIMW RAW LENGTH IH FEET +- 6wB 6" Wfle O 6 1 5 2 5 6 3 6 B S 5 D s 8 14 15 ROM AND MINES STANDARDS SHEET 3 OF 5 REVISION OATS zO+.O3 °4^B -T aNN WITH BUFFER STRIP M SLOPE P LEWIN 7777z� WITHOUT BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT 1 CROSSEPP WALK t CROSSWALK TWO DIRECTIONS SMALLER RA WITHOUT BUFFER STRIP GINµ SEALED µ0 SEED DRA RNG IS ON ME N TIE CEN )ETECTABLE WARNING SU TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION Rµ ORGE. SPECIFICATION RFACE BE]EBENE D5 spz 504 No. 35791 9/17/21 Z Z J o O a � UU m w (n 0 J Z < O H in z W L ~ Cd Of LU & J \J i U) �n rr^ vJ JUj LV J T I♦ 0 E O I W ^� Ln V / J IJ a z "' H� C) LL V / Q W (V W 0 cn z Q z 0 z � LU V W W /LrL'� V W I z in /< V / a W _/•�j LL b w 0 LU d UT JOB NO. 182154 SCALE AS SHOWN SHEET NO. 5 IS IR' iE.].I. W. 1574 CAST IRON CLEANOUT FRAME AND LID 10114- INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED 7112„ SEE PAVEMENT AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT (3500 PSI) REQUIREMENTS C FEMALE CLEANOUT ADAPTER DH REVERTED NUT SCREW CAP OR ATSLOTTED SCREW CAPOR-N-SEAL No. 5406-ID AWS* WITH 10 Ij4" BAND VC PIPE SEE BACKFILL AND 7LATERALWYE BEDDING F BEND REQUIREMENTVC PIPE SEWER LATERAL YE -BOTTOM 'A OF TRENCH SECTION -A' SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT-0E-WAY FUTURE SANITARY LATERAI-iiII (WHEN INLINE LAYOUT RE(i CAST IRON CLEANOUT FRAME AND LID T / LCLL 11 I 'a Y N f 1 1 I 11 1 I 1 �E�7CEG� 1 1 I I a I LLLL ��-i ! r' r� r WYE SEWER LATERAL A %CONCRETE A 45" BEND COLLAR L_ 24 _- PLAN VIEW _ - _ -------- STANDARD SANITARY CLEANOUT IN PAVED AREAS JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT I3F WAY, VARIES 110't-►I 1 10'iI WATER SEWER 3 A E LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM It SEE PART 3, PARAGRAPH D) SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS I EASEMENT WIDTHS TUTS FIG. W-1 (4) 1" Di5i DN HCMS ON 31 3/.' (B]1mm) DN BOLT CIRCLE. 27 1/2' DIA [3amT] [899mmj 1/1 DIA 7' [667mm] C17Bmm] N" DIA on26 DIA I [722mm] -1 5/8' 116mm] �28 6- DI 'ill 36' ON [914mm] N 26 [BBOmm 1 1/2• 13 1 [38mm] FRAME SECTION [29mm] 2• (51mm) LECRUIS (PROBED F115H) [26mm7 I A�% [79m ] SPN 3 13/16" 0 22 13/76`�m)� 2 1/8" [97mm] [579mm] [54mm P 25" 3/8- [835mm] 4 11 [35mm] 9/16" O.D. OF CIOGROOVE [17mm] [14ri SECTION VIEW 1/4" (6mm) DIA Gut BOUTNEOPRENE ARENBLY GASKET DETAIL M L (2) WSHR I/16 X 5/8 x 11/2 L� C� S l W `` (pptCeeNa taoD' [5mm 1 5/8" RV69EN PARTS 11045 12) 8LT NIX 5/8-11x3 1/2 55 2400' [41mm PART} 00981250 1 1/8' (29mm) DA BOSS [6mm [73mm .63 01A STAINLESS STEEL ROD ID ISO OD 5S (2) W DOSS 15 PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL 2) NUT Not 5/Ei ZN R EX: NOTi6: PART�I 00561284 1. ALL MANHOLES Wri 100 YEAR FLOODPLNN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT Nx JAM 5/8-11 ZN Z ALTERNADVE DEAGN FOR WATERTIGHT COVERS WILL BE CONSDERm. PART4 MOST 2B 7. COVERS SMALL BE FIXED TO FRAMES WTH LACKING LUGS OR SWUM ASSEIABLY. (2) 1935R CHICK LUG TYPICAL WATERTIGHT (SHOED PARTY o0ISSRIB MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S PIG S-HE TD-32 (4) 1" (25mm) DIA HOLES ON 32 .3 (B34mm) DIA BOLT CI CLE. 2" (51mm) LETTERS 0 (RECESSED FLUSH) /-� r 1 [25mm] D 17- SPIN1 qRY PICKHOLSED ESS 1 1/27 D -�7 [38mm] T O 0 0 A TN m ` W `` (2) CORED u C1 PICKSARS T 1 1/6' (29mm) DIA BOSS D �- J 27 1/2• DIA 1 1/2' [699 7 m] [38mm] m 26 1/4" DIA m [667mm] [178m] 25• DIA 1 1/2' 90 [38mm) 1/4" (16[m) DIA) 3 1/B' 24" DIA - NEOPRENE GASKET [79mm] O[606mm]-t C I_ 28 7/16' DIA 5/8' 23- CIA m T [722mm] [1 8mm] [554mm] 1��1 T1T 36" DA 25" DIA �A [914OSOU [636mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 1 �{ B,?4- IN a,. INITIAL BACKFILL B24 IN a.. IN MIN. MIN, MIN, 6" BEDDING #68 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 UNSTABLE 8" 4 I INITIAL BACKFILL 4 MI 8" B" e, SOIL\ - MW. MIN. MIN MIN 8 STONE t xti' GRANULAR FILL AS ` .q. _-�-' APPROVED BY ACSA STAB I CK' STABLE SOIL OR ROCK, NOTE 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 1' COMPRESSION A 31 MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE SOFT COPPER 1"d5 NA O NO SHSAlEO DTTNGS DUAL SERVICE SINGLE SERVICE NOW. 1) SIMI SHALL BE USED ON PVC PONE, 101 FOR USE ON ATTACHED SINGLE FAMILY RESIDENnAI SEANCES OR DUAL RESDENIMI ({---,E AND IRRIGATOR SEANCES. I� 2• IL "`-IMPRESSION . 3/4' MALE PIPE CWPWID APPROVED EOVAL MR USE ON DETACHED NNLBE FAMILY RESDEN UN. BER ICE'M1ERE AN IRNGATON NEIIX 19 N07 PROVIDED. IBM UD -FINISHED GRADE SEE" MIN. COPPERSENEA I/B [HERO COVPUNO� RS METER R. J"1^,i1O CORPORATION SNP .�fkh'i:K`f ':waif d NOIX AG NECESSARY BONA W6T LNHNR BOX AND NR BETTER (2-NCx .1"i'K"+IK1. ;z�: Rp E4r`'tIG': N�-� 4' DI NDAMN PIPE, Ir S y- LEND RUNS PRNFT. NOT MINIMUM THIIXNE55) M'EG M, NO, W ADORECAIE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. III TD-10 ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019): 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. 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). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 10 I♦'M,9,"i 0 am ., \' rn SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEE CIJ,YD. BEND L H T L H T BO 2.50 2.50 3.D1 0.24 4"&6" 45 22 3/2 2.00 1.50 2.25 200 2.60 2.52 0.15 0.10 2' OD 225 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 9" 45 221/2 2.66 LEE 266 2.16 2.77 2.69 0.28 0.13 3.18 291 266 0.32 11 1/4 LOS 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" 8c 12" 45 3.33 3.58 2.95 0.43 3.63 4.00 2B3 0.52 221/2 2.33 2.58 2.86 0.24 11 1/4 L83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANCES SIZE, DEAD ENDS AND AT VALVES. 2. USE 250D 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 It SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NITS FIG. W-3 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 4 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 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24' MI INTIAL BACKFfLL* EMBEDMENT B"MIN (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER NO. 68 STONE - _ HAUNCHING BEDDING 6" max 4" min OUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH TUTS FIG. S-3 TD-34 TD-13 I FRAME & COVER (SEE FIG. S-1-DE) STREET SURFACE OR NON -PAVED AREA SLOPED ARE. -, r0" MAX NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2- TO 10' (2707 18"-22" 7 CU. FT. ALVE BOX #68 STONE 42"MIN '; 6" GATE •'•.� VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST / UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED O>� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1 2 MIN. COV ER FROM THE MAIN / TO E TH FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP 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. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-s VARIES VALVE BOX 4" DIAMETER BRANCH I 1 AND VALVE PLUG VARIES WATER MAIN-i \-RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") Viiii THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC of CAP i LUBRICATE ALL THREADS THRUST BLOCK- METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS • VARIES VARIES 2" BRASS PIPE `WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS MG. W-8 TD-19 RUBBER COATED STEEL 3'-I MIN STEPS CAST IN PLACE PRECAST REINFORCED � CONCRETE SECTIONS .A 12" MIN "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF -/ -- `--s--- CONTRIBUTING SEWER. a 12" A FILLETED INVERT OR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 5" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 12" I I PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS `o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 'a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE oI ADJUSTABLE TRAFFIC RATED 11 VALVE BOX W/ LID II Z U 2 'a Z N M.J. GATE VALVE WATER LINE In '6 F 1 1_ I 2500 P.S.I. CONCRETE P 4 2'x 2' BEARING AREA. THRUST BLOCK •, 4 .4 O d 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE TUTS FIG. W-5 TD-9 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE �'4 EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL t]' MIN. 12' CLEARANCE BE PREFORMED BY BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6". 10 THICK VDOT No. 66 STONE BEDDING 6'x6'x16' AND 4'x8'xi 6' SOLID CONCRETE BLDCKS CENTER I I I I I I WALL (41 EACH)R DOGHOUSE MANHOLE BASE, MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE NTH TO FLOW A MIN. NEOPRENE GASKET MATERIAL Vi BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12' MIN. CAST -IN PLACE A" 3.000 PSI CONCRETE BASE FOUNDATION SECTION W NO, CONSTRUCT I'AIIFORMED INVERT FROM NEW SEWER LINE TO ALLOWI.II.. 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 Iii FIG. S-1-Al TD-26 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN i BRANCH FLEXIBLE CONNECTION ­/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE F CONNECTION " BOOT " =o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED . THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2, SERER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE--(T I SECTION SERVICE LATERAL _,rIN LINE WYE-TEE PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 SCOTT/R. C75LLINS'Z No. 35791 11 9/17/214i Z Z O J Q d r-_ O U U w Do =) Lin0 J �II♦ Z O ,a-, F /n Z W Lu ~ ce H Lu N n ri ® M N z M Q CN �I CT) J V) N Lu N > Cn Lu J J Q J J z W Li I � I w e Q � N dS z T w/')LILl T- L U Q p Y z Lu ul � W (n J Lu LL Lu � z - V) Q JW w JJ Q f2 CD CD N w w o DJ a En JOB NO. 182154 SCALE N/A SHEET NO. 6 DOUBLE STRAND#o� GAUGE WIRE _— \ -------_-- —, / X/ TREES UPT04"CAL. SHALL BE STAKED &TURNBUCKLES J WITH22%3 HARDWOOD STAKES. II III II I Y I / TREES OF 4" CAL. OR LARGER SHALL BE \ J GUYED WITH 3 EQUALLY SPACED,TWISTED, Y'xY'HARDWOOD STAKE \ / ` �Ow \ :7 11l./ AND TURNBUCKLES. LOOP HOSE AROUND CUT& REMOVE BURLAP FROM TOP /� / // \ OA \ / I I / p \. - _ _ i�/_ OoC+Omm fin,ii�Tc+H / TRUNK. FLAG WIRES WITH COURVEY TAPE. I al30F BALL AS SHOWN \ \ PHASE III \ / / / �- O(� \ \ J 11 f1 Ll JL.P REFER TO SPECI FICATIONS FOR SCARI FY SUBSOI L TO 4"MIN. DEPTH _ _ _ \\ '• '/� U No. 35791 � 9 / ✓ �Iv/ FURTHER INFORMATION _ \ (FUTURE) A / MULCH SAUCER / \ 1 / / // /I / Off/ \ \ \ I l / / ' 10 J 17 21 4' FINISHED GRADE �Q� //� TREES UP TO 4" CAL. SHALL BE STAKED. GUYWIRES WITH RUBBER HOSE AND a13 HT. OF TREE TREES,�' CAL. OR LARGER SHALL BE TURNBUCKLES e/B UP TREE GUYED WITH TWISTED,#aeGWIREWITH HOSE HARDWOOD STAKES, ALIGN ANDT TURNBUCKLES. LOOP \\\ \\ A \TOP \ I A ✓ / / � / �-i / / // // / > / `h/ � _ \ / f f / f / / / / OF STAKES III � - I AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH V A v� / /__ / / / •-- ///�f vvv A 'A v �— A / / MULCH SAUCER COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDEDSOILMIX_ TI— - - AMENDED SOIL MIX (3) ASL STREET TREES j / / / // r / \ \ �\ \ \ / \'b iiii — II =III=III IIK III _ III ALONG COMPACTED SUBGRADE \ \ ITCHFORD R� II I� \ \ (6) UAP STREET TREES / / / / / Q CUT AND REMOVE BURLAP FROM TOP Tree Planting and Staking Detail ALONG RAMBLING BROOK LN \ \ / // / �Q �� / / % f \ w X x V3 OF BALL A55HOWN - — - -�. T3 I Not To Scale v I / / / Q� .. / � / OT �.. j \ \� 'V — — — — _ SCARIFYSUBSOILTOt;'MIN. DEPTH \ (2) LAP STREET TREES / -COMPACTEDSUBGRADE / / / \V A ALONG LITCHFORD RD / / / // �Q� x f / / / / v Evergreen Tree Planting Detail / / / / v vA \ I 3 v i ,z / / Q� / v OT / �/ / / — M� _ ALLEY W - Not ToScale / / / A I _ v-_ / / 5 // / / /'� v�v m — -- / / / A P PUB R0 -- - — v — �' / / / / .. /w EASEMENT (27 R/ \ / / ROPOSE AD _ �� D.B 5)34 PG. 297 / � / M PRIVATE ueRO (a9R/ -NAM //// R /v �/ ///�� OT - - Z o a / \ I \� / 6a / // x l 57 / - - O a x - - // / / v --- �� / / d U CO /CO PTU.I En v / i % i / /6 / / / v OT /vv U z // OPEN SPACE / // / LOT z EXISTING . ` `• ' ` // W CEMETERY(` / \ ✓ / 4 / ( IBI \ OT \ \ / \— / 25 / . ��`7 .� `. f: \ l ll i �V v ` v / / / u 1 / (0.04 AC) j GRAPHIC SCA y / / v / / /'6 i �.``r1 //Nv OT 30-----0 — 15 3e/ G Ito /:.` �/ \ 1/ / \ \yyl� �- /OT / / "%/ /� 54 I LOT / OT 7 IN FEET ) // / / \ \ .`'�-e`, �`. .. .`./`"`' % / / f� 53 / /. - / \\\ 2 / \ f loch = 30/ft. // // \\ \\ \ •� •�.•'.••.\�. � \ \ \ / % / / / / / \ \ \ 1`• ` L / \ / / / // OT / (2) ASL STREETTREES LOT— 1 I \ / \ \ l / Y, • .// // ELOCATED ALONG / — — / / / \ — \ \ • " `.....-OPEN PAC ,\, r -73-- \ ---- \ / / / / . / / s\ ,. x (��'` \. DUPREE STREET LOT / 28 ICI 0AC)I — Lu —�I \ / L / - --- '.'"'.` .`. _ \� // / ,, i, / ✓ / PHASE I / (4)ASLSTIR EETTREES \ % \\ LOT / 'ALONG RAMBLING BROOK LN M 30 LOT — o o Ce} ®�0 0 r — — — , — o O�TQ� — — —Q .�'�• ,'. ; . `.\." .� � \\ // / � � / \ � / / . \ LOT _ � / / / / \ 70� — � — — — — o 0 o O b � � °� • '.: ` 'r-� • "-�. \� — o �— o o��COSOO o 0 0 0��90 --- �' — / _ ' a5 �\ / / _/ 7�L� \' / \ / 31 / / ' I� CONSERVATION PLAN NOTES: - y _ ��\ ��� /// // / LOT\\ / /\\ �/ / / \\\ LOT //x / LOT Adv cf 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT _ — - \ \ `� `�'t�- ���\-� / % \ \/� \_jam-- -/ \ \ )' j\ \ 32 / / LOT 23 CID CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROPOSED TREE \ \ / /\. /\ / C\� �/ / / \ / oon / 2 ® (n / \ MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY - ,.� @.� \� \.. / �/- ___ _- - -- -_ _ / / \ .` `� \boo no / 4 CV ENGINEERING DEPARTMENT. !\!� PROTECTION FENCING '�J, \� / \ / / \ \ \\ / JJ// �® y �• j \\ // - LOB - - 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE \ PERMITTED / TREE CLEARING (TYP.) 3. TEEMPORARYEROSION CONTROL MEASTHIN THE IUREDDE RAND/OR PERMANENIPLINE OF TREES T BEO MWATER PRESERVED MANAAGEMEENT FAAND CILITIES J PROPOSEDy\ - \ \ \ \ \ S \ \ / - J/ \ \ -----\ /I~ / \ — / / o LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE ` - \ •�� \ \ \J \ / -�Y /\ \ J. g�eO \ N J PRESERVED AND PROTECTED. / \1 - \ \ ``�\ \ \ \ — \7/ /'- LOB / / / / \ Ila_ 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED r - - ` \ — \ � \ // / -\ / \ \ \ - ee p/� / - / \ d AND PROTECTED. — y. \ QO \ '7 / j 5 \ CV ✓ � � LIMITS OF STREAM v - . • �v vv \ / / \ A, • - � �\�, W ROPERTY LINE 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE BUFFER (TYP.) v • S V / / ---- �., A/ y� / •' a PRESERVED AND PROTECTED. _ /. ` A V v /V v /A /V A // A/ < • • �' .. Q 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY v v �/' A I / \ v v A A v / / \/// / \ \ % V / THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. I / v v A V /)_ I - �� �v v '� \ \ \ \ j //// A LOT j / A V ' `• '6 w I:. v w 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR / — — — — \ / V OO y S— — -/ / /.. 616 // ' A v LLI OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF ( — — — CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT �v . �`✓ / \ © -�.y A �� // / J POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL v �� - O V A V AA�� /�(n/// _ V / / — 7 SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. \ \ \ \ Q > H� Z 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED \ \ ^ \ \ \ — —� _ _— — — _ C\ \ J - \ \ - \\ \ \ S \ \ \ / / �O -- -- // \'\• "LL • I / SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT 0 � OO OO 0 \ \ \ � — "r � '� \ \� - \ \ \ \ \:/ / // �-�.(25 __ �.' \ , • ` ` . ` . ` . �' �- ', - LJJ CREEROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR LIST. -- — — OO O 0 \\ \ \ \ r-._ _ _ _ — J \ \ \ I _ \ \ \ // / \ � 1 V. L9 1 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, I \ 0 DO \ (a- !K \ \ \ / , - �, - ). ` . ` • ` • •\. ` .y'' SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR \' \ a \ \ �" ioo YR FLOO_ DPLAI - \ (JO - / \ \ \ \ S \ \ \ " O SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. \ \ iK�i \ \ — — �j` j \ — _ \ 0 O // --.\ \ \ ♦ \ \ \ �/ ✓ • + • " 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES j \ \ �� \ \ \ / \ \._:\ \\ �Q O _\ \ \ \ "(`• I' / `' Y Q w REMOVED DURING THE FINAL CLEAN-UP. \ \ 0 \- \ ` \ ,` + \ O\ ODoOO\\\ _ \\`__ \\� ©o�0 o O \j\ \\\� \ �\ �\ ` SWM —\� U Q Q Countyofo belPace \ OO Ooo \ \ \., --�\\ d�-� \\. . �•. FACILITY-1DI` x / \ I = Ln Comervafion Plan ChecWist-To be laced on Landsca Plans \ `/ 1992 3.38 (Handbook, pp IH-284-I11-297 for com plete specifications) _ — — Q 1. The following items shall be shown on the o6n: \ O \ \ \ - \ \ / O \/\ LIJ FENCING AND ARMORING E3 Treestebesaved; ` \ Oo _ _ = �\ \ - \ \ 0 �" - \ Z ® Limits of elemtng (outside anpnne of o-ees to besaved); \ \ \ \ O ) \ — / \ \ \ \' \ \ \ q / \ ® Location red type ofprotective fmang; T, \ — / \ — \ EXISTING STREAM( ® (rases gee regwrig re weuao wawa; \ / I \ \ \ \ \ \ D uj 51 Pmposedtmeningmtam,eli beymdthelmi ofeleadng.o A \ �`L . • \ \ z. ul \ \V A\ vVQ Avg v� v \� v _. Av A j A� V .A_•'VVV\JJJ�\sOPENSPACE::�`."` V _ �.- I A j� t O An rmeambeaarodsnan bekm w,m pnntnrribboa atanagnl closely visible megmpmmtoperawn. A \ V ADO ' v v v '� _A V IA A V 'A' / a ° I \ \ IF_1 ElNo grading shall begin until the tree marks g n beat inspected mid approval by a CouNy Inspector. \ j \ \ \�_ \ / \ \ �\ \ ! \ \ \ } \ \ \ .� z I I / \ / \ \ \ LJ_I � n d. PreronairnetkasCanfermee: \ \ \ \ \ (0.34 AC) / L1 ILI Tres preservaM1m and promcnen measures shall be reviewed wim me contranor m site. 4. Eguipmem Operation and Sterasce He ovs&pmmt, vclucWm tretiic rant atoragc ofconsnucnon materials including soil aball rat be pemutred wimin me dripnnee of ttem tc bea svaved. 5. Soil Erosion and Smrmw.ter Detmtlon Derieea: ® Such devices shall rat adversely affen trees to besavbe. 6. FUcs � Fires me pot permitted witiw 100 feet aftM dripline o(bxmmbe saved. 7. 'Corse Matcrials� Ll Toxtcmateagsehall not be sterol wdhin 100 feet ofthe driphne ofteass to be saved. S. Protective Fencing: 0 Tmestobe,a.dw1W.40fedt faProposedbuildingorgr&4activityshaUbepMo Mbyfencing 0 Fmoing snap bo m place and shall be inepxtaa aM approved by a County Irmpectax poor to grad'mg m comtrucM1on. 9. Tree Well,: ® Whmihegromdlevelmust Ne sedwithin NedriplineofatreetobesavedatreewoUsnallbeprovidedmdamnehucnmdWI subnrired for approval. 10. Tree webs: Ll Wnmthe ground level nrodbeloweredavitlua mednpltae atreetobe swell, atree wall shall be provided; and acenmorcM1undelaa subnuaed for approval. 11. Trenching and Tunnellne: ZI Wn hu chirig is requimd within me hmi6 of clemrig,it shall be done as fro away from matrmks oftmes as possible Tsumehvg a 1 ge o-ee aM1sllbeepnnaapa aa�elmmahve wnenn to mdieipated mat nee�amy o-memng wul deatrey reeaerronta. 12. Cleanup: ® Prol a renting anall be me last sterna mmevw am;rg me anal aempp. 13. D.m.a,d Tresse 0 Dareagedirees slWlb died immediately by pmmng, fertiRrdion or omen methods recommended by a nee specialist. NOTE: IT ISTHE DEVE PERS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION Q / F— bb LuLu a %1. .I ON 0 p REQUIREMENTS. I / TRIANGULAR BOARD FENCE D / PHASE III PLANT LIST \ / 9/17/2021 j� I \\ — j J I I SOLrm: Va. DSWC Place 335-2 - OWNER SIGNATURE (DATE) SYM COMMON NAME BOTANICAL NAME SIZE CANOPY QUANTITY TOTAL STREET TREES ASL LEGARY' SUGAR MAPLE ACER SACCHARLM'LEGACY' 10-12' HT 195 1365 7 \ \ \ CONTRACT PDRCEIASER Slc T u t I:[ (DATE) HI-401 5/1106 Page I of 1 LAP PRINCETON'ELM ULMUSAMERICANATRINCETON' 10-12'HT 397 8 3176 TOTALCANOPY:j 4541 \ \ \ •G 0 w a Lon JOB NO. 182154 SCALE III_ 30' SHEET NO. 7