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HomeMy WebLinkAboutSDP201700030 Plan - Approved Initial Site Plan 2017-06-05F, SITE DATA OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT. • DAVE BROCKMAN 1005 HEATHERCROFT CIRCLE, SUITE 400 CELL: (702)-985-9088 CROZET, VA 22932 dove©oldtrailvillage.com PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22902 (434)-977-0205 TAX MAP PARCEL No: A PORTION OF 055EO-01-00-OOOA 1 ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016 USE: 12 SINGLE FAMILY ATTACHED UNITS BUILDING HEIGHT. 3 -STORY SETBACKS: FRONT, SIDE AND REAR: 0' EXISTING EDGE OF (PAVEMENT (4) UNITS PROPOSED EDGE OF PAVEMENT (12 * 2) + (12/4) = 27 PARKING SPACES PARKING PROVIDED: FRONT 25' MAXIMUM PROPOSED IMPERVIOUS AREA: 28,195 SF PROPOSED TURF AREA: 5,650 SF PROJECT AREA: 0.78 ACRES LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDUILE AND SPECIFICATIONS, NOTES AND EXISTING REDUCER DETAILS AREA SUMMARIES: TOTAL - 0. 78 ACRES EXISTING SANITARY SEWER 2, EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE PROPOSED SANITARY SEWER INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED PROPERTY LINE LOTS - 0.50 ACRES EASEMENT LINE AND FROM ADJACENT ROADS. CENTERLINE 3, ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT LIMITS OF CLEARING AND/OR GRADING PRIVATE ROW -- 0.28 ACRES NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. NO STREAM BUFFER(S) WERE FOUND ON THIS PORTION OF PARCEL A. THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. LOT AREAS: LOT 1 1,872 SF LOT 7 2,402 SF EXISTING TREE DRIP' LINES LOT 2 1,396 SF LOT 8 1,419 SF LOT 3 1,821 SF LOT 9 1,827 SF O e � LOT 4 1,848 SF LOT 10 1,827 SF LOT 5 1,454 SF LOT 11 1,417 SF V LOT 6 2,106 SF LOT 12 2,429 SF GROSS RESIDENTIAL DENSITY.- 15.4 UNIT/ACRE MAGISTERIAL DISTRICT. • WHITE HALL MAGISTERIAL DISTRICT STORMWATER MANAGEMENT: AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN, APPROVED 4/25/2016 WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY.• LOUISA AERIAL SURVEYS, AUGUST 2012 ROUDABUSH GALE & ASSOC. TOPOGRAPHIC FIELD SURVEY FROM JUNE 2015, AUGUST 2015 AND NOVEMBER 2016. BENCHMARK- TOP OF EXISTING STORM SEWER INLET #219 AT 682.30 DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN "ZONE X" AS .SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C 0237 D. EFFECTIVE DATE: FEBRUARY 4. 2005. PARKING REQUIRED: TWO (2) PARKING SPACES FOR EVERY UNIT PLUS ONE (1) GUEST SPACE FOR FOUR EXISTING EDGE OF (PAVEMENT (4) UNITS PROPOSED EDGE OF PAVEMENT (12 * 2) + (12/4) = 27 PARKING SPACES PARKING PROVIDED: 48 SPACES (TWO GARAGE SPACES + TWO DRIVEWAY SPACES) PROPOSED IMPERVIOUS AREA: 28,195 SF PROPOSED TURF AREA: 5,650 SF y EX. 15" RCP LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDUILE AND SPECIFICATIONS, NOTES AND EXISTING REDUCER DETAILS LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED ,3,000 LUMENS. EXISTING SANITARY SEWER 2, EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE PROPOSED SANITARY SEWER INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED PROPERTY LINE OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS EASEMENT LINE AND FROM ADJACENT ROADS. CENTERLINE 3, ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT LIMITS OF CLEARING AND/OR GRADING AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. NO STREAM BUFFER(S) WERE FOUND ON THIS PORTION OF PARCEL A. THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. All ­91ki I -A __ - !Aq BLOCK 7 �HAS I 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 TO VDOT 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, 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 TO BE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE 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. 14. INSPECTION & TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE: COORDINATED WITH VDOT FOR ACCEPTANCE INTO THE STATE SYSTEM. VICINITY MAP SCALE: 1'= 1000 FEET 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 REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. CBR's SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL. 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 COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III, HPDE PIPES MAY BE INSTALLED IN LIEU OF CLASS III RCP, AND SHALL CONFORM TO AASHTO M294. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. SHEET INDEX SHEET 1 --------- COVER SHEET SHEET 2 --------- EXISTING CONDITIONS & DEMOLITION PLAN SHEET 3 --------- SITE LAYOUT PLAN SHEET 4 --------- GRADING PLAN SHEET 5 --------- LANDSCAPE PLAN, NOTES & DETAILS SHEET f --------- DRAINAGE MAP SHEET 7 --------- ROAD PROFILES SHEET 8 --------- SANITARY SEWER & STORM SEWER PROFILES SHEET 9 --------- STORM SEWER PROFILES SHEET 10 --------- TYPICAL SECTIONS, NOTES & DETAILS SHEET 11 --------- CONSTRUCTION NOTES & DETAILS SHEET 12 --------- ACSA WATERLINE DETAILS SHEET 13 --------- ACSA SANITARY SEWER DETAILS I EXISTING INTERMEDIATE CONTOUR - EXISTING INDEX COI`�TOUR - 30 PROPOSED CONTOUR 20 EXISTING EDGE OF (PAVEMENT EX. EP PROPOSED EDGE OF PAVEMENT - EP EXISTING CURB AND, GUTTER EX. C&13 PROPOSED CURB AND GUTTER _ CG -6 TRANSITION FROM C�G-6 ROLL -TOP - CG -6 ROLL-TOP ------'�- PROPOSED WATER VALVE EX. 15" RCP EXISTING STORM SE)WER -- - ---- EXISTING REDUCER 15" RCP PROPOSED STORM SEWER -- EXISTING SANITARY SEWER ...... PROPOSED SANITARY SEWER 8 PROPERTY LINE -- EASEMENT LINE CENTERLINE - LIMITS OF CLEARING AND/OR GRADING EXISTING SPOT ELEVATION 4-12,0 PROPOSED SPOT ELEVATION +12.0 LIMITS OF DEMOLITION xxxxxxxx - EXISTING FLOODPLAIN cn STREAM BUFFER OU EXISTING TREE DRIP' LINES EXISTING TREE EX, i OAK PROPOSED TREE 1=' EXISTING WATERLINE W/ TEE �1 PROPOSED WATERLINE W/ TEE W -+ EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT 1 ,'%::_.. VD[) EXISTING WATER VALVE PROPOSED WATER VALVE ---0 W PROPOSED WATER METER O EXISTING REDUCER 00. PROPOSED REDUCER --00� W HANDICAP RAMP (CG -12) DENOTES LOCATION OF STD. VDOT CG -12 AND OR JURISDICTIONAL STANDARD MP CONSTRUCTION PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK CRITICAL SLOPE SLOPES TO BE SEEDED, MULCHED & TACKED VEHICLES PER DAY COUNT 1 ,'%::_.. VD[) PROPOSED STREET NAME SIGN EXISTING SIGN PROPOSED SIGN -� SANITARY MANHOLE IDENTIFIER Q STORM DRAIN STRUCTURE IDENTIFIER 1� APPROVALS SNA, Op .v DEPARTMENT OF COMMUNITY DEVELOPMENT DATE (PLANNING / ZONING ENGINEERING U y. (INSPECTIONS 10rn L. Taggari Lic. No. 22841 sv4 IARCHITECTUAL REVIEW BOARD 0 ��`S'8 j 0 N A L DEPARTMENT OF FIRE RESCUE ALIBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION REVISIONS DATE JUNE 5, 2017 SCALE AS SHOWN CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 1 of 13 Q:\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 7\lniti2l Site Plan\Block 7 Ph I rhNrn Rir,i?n17 ?-AA-9'_z rDAA o(r­ .� O U r� W o= Oto C�j Q Q= 50 It �W >LL cn OU Wz j� O e � v� J W 0� U co >a< V c V0 x 0> 0� w w CL co O, Z d 0 0) d. w O Z = d REVISIONS DATE JUNE 5, 2017 SCALE AS SHOWN CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 1 of 13 Q:\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 7\lniti2l Site Plan\Block 7 Ph I rhNrn Rir,i?n17 ?-AA-9'_z rDAA o(r­ a w �W 0 U N u� M� CL Z >O oU �z Q6 12 � �� ,� w O` too w � o> wo �� vo �w z� e� C,0, W w Z 0- 0 W 04 % REVISIONS DATE JUNE 5, 2017 SCALE 1"=30' CONTOUR INTERVAL FEET FILE NUMBER 8053 SHEET 2of13 n 0 ui 0 .;, f cr z 0 < i 0 -- 0 z FILE NUMBER 8053 SHEET 2of13 CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 1517.47' 205.33' 205.17' N 26'44'33" W 7'45'09.42" C2 70.00' 103.64' 94.43' N 15"3634" E 84'4942.66" C3 12.50' 20.05' 17.97' S 76'01 '07" E 91'5454.42" C4 469.50' 156.35' 155.63' N 20'31'20 " W 19'04'49.43" C5 12.50' 19.84' 17.82' S 34'28'40" W 90'55'10.57" C6 12.50' 19.63' 17.68' S 75'03'45" E 90'00'00" C7 12.50' 20.05' 17.98' S 15'5439" W 91'5648" CS 1 70.00' 106.90' 1 96.8 1 ' S 74'22'03" E 87'2949" LINE BEARING DISTANCE Ll N 30'03'45" W 12.50' L2 N 59'56' 15 " E 61.00' L3 N 30'03'45" W 12.50' w +� W O U S Z gc ()o�z W 2< 4 �Q r- ED J Z N c� o LLILz ou- o� W� rz �co oLu 24� o z a. z 0W REVISIONS DATE JUNE 5, 2017 SCALE ill = 30' ------------------------------ CONTOUR INTERVAL 2 FEET FILE NUMBER 5053 SHEET 3of13 0'\RGA\TMPRO.R01 n TRAII-ACIr'i'3\ill c7('K 7\lniti; l Site PlnnMI-1r 7 Ph 1 Au- C.1G/')017 ')-AA-'2l DIA A, 1 ILL J - , i ir 0 a ui < 11 FILE NUMBER 5053 SHEET 3of13 0'\RGA\TMPRO.R01 n TRAII-ACIr'i'3\ill c7('K 7\lniti; l Site PlnnMI-1r 7 Ph 1 Au- C.1G/')017 ')-AA-'2l DIA A, EX, '3f--DhWENT PASIN s s /vtr- / [�" \\, M(-JU1V1,9/1V I I �� . 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"",680 1190 UTJL. ....... ..... PROP. ES M'T. El 7- ... ... .......... ...... MARCH MOUNTAIN PROPERTIES), LLC PROP. SAN SEW. ESM T. SAN. LAT. (TYP.) ... uu TMP 55E -01—A1 USE. VACANT M ZONING. NMD 10 ........... ...... .. ... ........ :..... ...... ... ... ............. ..... . . ............ ........ ... N -1- A ......... F El 1A. /vtr- / [�" \\, M(-JU1V1,9/1V I I �� . I/ I - — ! . �.. . . � . I uzlu ji- ---I MARCH MOUNTAIN PROP. 8" SEW. V— ... �125V USE.- RESIDENTIAL PROPERTIES, LLC ZONING: NMD PROPERTIES, LLC . . . . . . . . . . . . . —01-27-17 1.- �-- �. . '. . -------- i ... i TMP 55E-01-27-25 CH MOUNTAIN F IMP 55E VACANT USE: VACANT USE. .... A— =REMOVE EX. BOV, PROPERTIES, LLC cc 1— E ZONING: NMD ........ EXTEND 12" W/L IMP 55E-01-27-9 1-2 ZONING: NMD USE- VACANT —4 . ......... . ... ZONING: NMD !11, J. . . j i, . --' 5, ,. ".t""� ;..J Z U I ; _ 3, f . . L . ' ' I C� (�' ( - __ - / �r) I � vf� 2 U) YX art ...... SCALE 1"=30' Cr QL N ..... . . . . . Lic. No. Y6 2284 30 0 30 60 ON A 1, SCALE IN FEET "A /V. REVISIONS DATE JUNE 5, 2017 SCA�LE 1"=30' CONTOUR INTERVAL 2 FEET w Z Lig Z --- D.B.�'4704 P.C. '339 -------- /vtr- / [�" \\, M(-JU1V1,9/1V I I �� . I/ I - — ! . �.. . . � . I uzlu ji- ---I MARCH MOUNTAIN PROP. 8" SEW. V— ... �125V USE.- RESIDENTIAL PROPERTIES, LLC ZONING: NMD PROPERTIES, LLC . . . . . . . . . . . . . —01-27-17 1.- �-- �. . '. . -------- i ... i TMP 55E-01-27-25 CH MOUNTAIN F IMP 55E VACANT USE: VACANT USE. .... A— =REMOVE EX. BOV, PROPERTIES, LLC cc 1— E ZONING: NMD ........ EXTEND 12" W/L IMP 55E-01-27-9 1-2 ZONING: NMD USE- VACANT —4 . ......... . ... ZONING: NMD !11, J. . . j i, . --' 5, ,. ".t""� ;..J Z U I ; _ 3, f . . L . ' ' I C� (�' ( - __ - / �r) I � vf� 2 U) YX art ...... SCALE 1"=30' Cr QL N ..... . . . . . Lic. No. Y6 2284 30 0 30 60 ON A 1, SCALE IN FEET "A /V. REVISIONS DATE JUNE 5, 2017 SCA�LE 1"=30' CONTOUR INTERVAL 2 FEET FILE NUMBER 8053 ------------------------------ SHEET C-)-\PC',A\TAAPPr) 1kni nTPAII Qi+- 01—kD1--1, 7 Mk 4 1-- —1-1 —1 — w Z Z T z (L j > z 5 0 w 06 0 0 0 mw 0 FILE NUMBER 8053 ------------------------------ SHEET C-)-\PC',A\TAAPPr) 1kni nTPAII Qi+- 01—kD1--1, 7 Mk 4 1-- —1-1 —1 — D STREET TREE REQUIREMENTS, NOTES & DETAILS STREET TREE CALCULATIONS - PROPOSED ORION LANE 617 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 12.3 STREET TREES REQUIRED Iu 12 STREET TREES PROVIDED STREET TREE NOTES & DETAILS NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 9. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 10. 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. QNTY. KEY BOTANICAL NAME COMMON NAME CALIPER SPACING SPECS. 12 AR Acer rubrum "October Glory " OCTOBER GLORY RED MAPLE 1.5 " MIN. v AS—SHOWN B B' 8c 9 9 0 GALVANIZED a CUY WIRE GALVANIZED. 2"X2" HARDWOOD STAKES RUBBER HOSE ... .... ._. T . .T i E . STAKE SOLDSIDRIV29X2f HARDWOOD O DTRE _ .. . =' -- '. is tREMOVE BURLAP T r MULCH MIN. 3 DEPTH 0M TOP 3 OF BALL MARCH MOUNTAIN PROPERTIES, LLC,/ // EARTH TMP MUSE S VACANT I �c9T��T ` !` �\ T ! AROUND TREE �/j�/j�j�/\�j/j�� BERM ZONING: NMD \t\i,;//\//\�j/Tib\��\j/\\j/\ \\ s - PROP. SAN SEW. ESM'T. TWICE S S t ( BALL DIAMETER PROP. WATER ESM'T.­� D.P. 47014 P. G. 1-39 r �r 0 V.tLL7 ;SiT1" .. 2 ( • • `% f M CRAIG ENTERPRISES INC � • .....n / ; " • ...... �..._.. , � - -- ---- � s I .._... S gg (t TMP 55E D P 27 5 _T _ _ !, S '� MARCH MOUNTAIN ��" �' I 7 PROPERTI LLC I , MARCH MOUNTAIN USE: RESIDENTIAL _ _ �.� — J - ES, iJ ZONING: NMD i r -- - - -55E-01-27-25 - .., , �1 �.. — M - - -17 , - TM - - 25 - - - - - - - MARCH MOUNTAIN is, 1 55E O1 2 PROPERTIES, C I N - `i ... �q� cn T P USE: VACANT (r f J USE: VACANT _ _ J ('. �1 PROPERTIES, LLC i - ....' 4 . - ? NMD s I' ZONING: NMD J ! I TMP 55E-01-27-9 f T _ _ . ZONING ° USE: VACANT �: �- � � � � f � - --- _«, � .., - 7 - A R 1 I � ZONING: NMD i .L ( ....'.. I ) f wr.' J00 --_ _ M �� _ l _ CD 77777 .7 L_Z y � E ' .0 i A MYt . MARII GE6RGE Z N.�- �� '40600181'T � T -- 0. SCALE I"=30' 1 :t i 30 0 30 60 s I f -P ARS E IN FEET h Lj �. W o W c_ o� z� CYQ CL Oy ¢_ Z Z Q� (D 1= c� grz w OU _Z Cn C)> CD 'Q U W Is rrQ UQ O�W vJ J z Cr N W z ``L' 0rz U a A. aLu 0 r LL wo ac CC Uo a.W ~ ' Q� �� uwjLu O a. C W P4 REVISIONS DATE JUNE 5, 2017 SCALE 1"-30' CONTOUR INTERVAL NIA FILE NUMBER 8053 SHEET 5of13 ..0 , C A t Z' • • 1r «6W! i z 0 IM 0 ii ft_ 0 FILE NUMBER 8053 SHEET 5of13 i ... __ - _ . -•.,! ! • . 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ELEV. 6 86.1 1 +50 +75 700 0C' 0- 04 K 2.58 700 11+00 700 +50 142, u _L() 21 U-) 4 C� C6 0) 10.00 VC P -T. STA. 10+16.85 0 Co -00 LOW PT. ELEV. 687.59 0 0 > 10+00 +25 +50 0 �j _j Ljj K = 5.45 0 co 12+00 695 co U) 0)(0 0')(0 0000 ---- m 695 +25 695 C) > n n 00-- I,- Co > a- n n +C° bi w C\] Co 0 C/) 0 Li 690269 ------ ............. C 0 690 00 L0 rl- _j Ld Lij_j L6 C) r� o DO ----------- n r Do__i 0 > .0 V) 69 685 685 > 685 FILL AT 95% COMPACTION a_ 680 CDC! 680 680 - w Lij (D w Lu 675 0 675 675 C) > < W 0 m a_ 670 670 670 W __j 3.5' X 2.50% 665 Z 665 665 .. . ........ ... 0 EXISTING GRADE CL 2.08 0 PROPOSED GRADE CL C 0 EX, 8" 0 Horizontal Scale 1 :25 LN 52 L Vertical Scale = 1 :5 W L Lq n M u') OR N00 C14 ;_0 'C", Q - L0 D, r co r C, 04 r- Lo r- L0 Ln 'D mo C_; ;�'. 0 r;� 00 — �QCO Lq C� a', 0 " CO(6 _: — rc Q6 C; "'D oo CO 00 (0 C) (fl, 00 CO 00 00 CO 0 00 CO 0 00 (0 U Q, 00 CO U 00 (D U- 10+00 +25 +50 +75 11+00 +25 +50 +75 12+00 +25 SCALE I"=25' (HORIZONTAL) 25 0 25 100 SCALE IN FEET SCALE 1"=5' (VERTICAL) 5 2.5 0 SCALE IN FEET L 69! M-1 m Aa 67! 67( r 661 TWO OR-kyro. 0 <t I,- u') OR N00 (0 r, _r � 000 O nM C� u7 C� rl� co u7 Lq C� a', 0 " M, _t 0 4 L0 0 ro QD 0 0 00 co r, N I D 00 Cc, 00 �_D 00 0000 'D 0 0 ()0 00 (0 L, CO Li (0 CO Li(0 L,_ (0 Li (0 Ij- 10+00 +25 +50 +75 11+00 +25 +50 < 0 LOW P -T. STA. 10+16.85 250.00 VC IX dM u) 00 0) 00 CN 00 n 0) �t 0) 0 -,d- i,, Ln c\; 0 V') ff) LQ C, 0) -)% �s 0 00 r- Oq 17� C� to rdS 0-) 00 N o,* 0) N ON C) ON N 61) Co 0 06 C� 0) N �D 00 �0 00 00 0) (D 00 00 00 0) c,,, 0) C� u, Od c0 U (0 0 U a) (.- 00 s 00 Co U CO (3 (D C) (00 CO (0 C) +25 10+00 +75 +50 +25 9+00 +75 +50 +25 8+00 +75 +50 +25 7+00 +75 +50 +25 700 695 IIIIIIIIIIIINCLO"s 685 675 670 665 I' F1,111 I io-v- 11111 �L A& cr) N 0� C� If),); OR PVI STA. 12+00.00 - r- It C'4 -;t '_, n N LO Lo C\1 LO r- w ri) PVI ELEV. 692.00 cu, r- o �r" 00 ISO U-) 000 110 PVI :STA. 10+18.00 g�, 0)0 0 00 HIGH PT. STA. 12+22.44. 0) (Zi 0 6 6 1� Lq ill 0 0 'D 0 0 PVI ELEV. 687.44 00 n (Y; CO L_ HIGH PT. ELEV. 690.72 OD CO 0 �o 0o (00 CC, (ou fir-;. 0) CD COU 0 uc,, 0-) 007 (D a) (L) K = :58.90 � (0( f�, 00 < 0 LOW P -T. STA. 10+16.85 250.00 VC LOW PT. ELEV. 687.59 0 r - (ID 10+00 +25 +50 0 11+00 +25 K = 5.45 0 co 12+00 +25 +50 +75 0 cNc) 7C +25 25.00 VC n 00-- I,- Co +C° C\] Co 0 Li 00 L0 rl- _j Ld Lij_j L6 C) r� o DO ----------- n r Do__i 0 > V) 69 > a_ 0 0 0- w Lij w Lu V) C) > a_ 6 90 W 3.5' 2.50% MIN. 2.08 EX, 8" 0.8' CL 52 L W L 685 IELL TYP. W/L SERVICE 15, CONNECTIONS 1 CORP. STOP (SEE DETAIL) HDPE X-ING 8� " SS X—IN& 0 680 N 0 __j 0 ,----------- _0 Cn ........... . 675 0 Co 0 0 F - Cf) Co W Ld m Un W < 0 10 x — ----- - M - - - - - - - - - - - - 670 0 0 GE Ld _j _j 0 n 0 W< Ld 0 0 CY E L > 0 x Z C) N ... - Lu 0 . . ........ . . ....... 665 w 00 0 m m 0 :E 0 r- 88 EXISTING GRADE CL _j 0 m PROPOSED GRADE CL C)_ + 0 FUTURE GRADE CL 0 00 Horizontal Scale = 1 :25 ........... - - ------ -------- Vertical Scale 1 :5 cr) N 0� C� If),); OR 0 Lq (D - r- It C'4 -;t '_, n N LO Lo C\1 LO r- w ri) a. cu, r- o �r" 00 ISO U-) 000 110 cl'n U-11 00 0 g�, 0)0 0 00 (31, 0 0 0) (Zi 0 6 6 1� Lq ill 0 0 'D 0 0 CD o 0(3)0 00 n (Y; CO L_ u) 00 CO U 00 CO U OD CO 0 �o 0o (00 CC, (ou fir-;. 0) CD COU 0 uc,, 0-) 007 (D a) (L) 0) QD � (0( f�, 00 < 0 j 0 (ID 10+00 +25 +50 +75 11+00 +25 +50 +75 12+00 +25 +50 +75 13+00 +25 0 5 m OF my L. 1,6 ggart Lic. No. 22841 4i I ONAL 0 0__ �i n-\P[_A\TRADDn hr)l F% TDA11 Qr)GQMI rtV 11 REVISIONS DATE JUNE 5, 2017 SCALE HORZ: 1 " = 251 VERT, ,"=& CONTOUR INTERVAL N/A FILE NUMBER 8053 SHEET 7 of 13 Z w ri) a. Z J T LL oil > J5 Z 0 w J a: 0 o 0 F- w J < 0 j 0 FILE NUMBER 8053 SHEET 7 of 13 C-)-kR(' AkTRAPP(-) I\C)l n -rpAii r)r'W 7k!i,"+;nl Cita D1,,\Ql—L, 7 Dk 1 A ,, aMlOnI7 Q WIDTH OF CG -913 ENTRANCE LIMITS OF PED. g LIMITS OF PED. ACCESS ROUTE � Q ACCESS ROUTEIA, NON -TRAVERSABLE -' y2 WIDTH OF ENTRANCE UNPAVED SPACE i P �� - UNPAVED SPACE EXISTING OR PROPOSED EXPANSION JOINT SIDEWALK OR SIDEWALK SPACE p WIDTH OF < ENTRANC� 2 0 `� ¢ I- W LIMITS OF PED. o LIMITS OF �PED� EXPANSION JOINT NON -TRAVERSABLE = ACCESS R w l ACCESS ROUTE ___..___-_ �y F-� -' w � v � 0 CURB INCLUDED IN U z PEDESTRIAN ACCESS ROUTE DETAIL WITH y \ ENTRANCE GUTTER a WITHOUT UNPAVED SPACE Q u a L z W z V) ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS ` � o OF PEDESTRIAN ACCESS ROUTE tN EXTEND BEYOND I FLOW LINE z EXISTING OR PROPOSED VDOT RIGHT -OF WAY. ENTRANCE WIDTH _ -EXPANSION JOINT DESIRABLE MINIMUM 16' _. ABSOLUTE MINIMUM 12' 0 PEDESTRIAN I ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND EDGE OF PAVEMENT USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F`F HALF PLAN C IF PEDESTRIAN ACCESS ROUTES M ARE BEING 2'-0„ PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH AMAX. 2'L CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD PARABOLIC CG -3 OR CG-7,THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE UNPAVED ED SIDEWALK-CURVEMOUNTABLE CURB CONFIGURATION. SPACE c o 0 NORMAL GUTTER SECTION E'E ,. XXX p,� (>, ra- ti• t'' U' - -40% TO 10% CHANCE I„?'=3" \,\-CLASS A3 (H.E.S.) CONC. 6' AGGR. BASE TYPE I SIZE 21B 2% MAX. SLOPE POINT OF GRADE CHANGE 5'-0" \; FOR CURB AND GUTTER ONLY > u` FOR SIDEWALK, CURB AND GUTTER 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS u BUILT CONCURRENTLY X X * 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SECTION C -C 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D SPECIFICATION XVDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF I VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 \y = CLASS A3 CONCRETE SECTION C -C ENTRANCE VOLUME GG -11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE MAXIMUM CROSSES A COMERCIAL ENTRANCE MORE THAN 1500 VPD TE^_ THE CROSS SLOPE SHALL BE 2% FOR 3 A WIDTH OF 5 FEET. 500-1500 VPD < I A7 XKSTREEI' APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS o C C AS MAINLINE ROADWAY (SEE NOTE 3) LESS THAN 500 VPD SHOWN ON PLANS) N 4" 11, WHEN USED IN CONJUNCTION WITH STANDARD CG -3 LOCAL 'RADE I (RADIUS TO BE AS OR CG -7, THE CURB FACE ON THIS STANDARD IS TO _ _ _ _ _ _ _ _ --,_SIT SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB 1.5" SM -!9.5 CG 2 OR CG 6 CONFIGURATION. (SEE NOTE 1) CONCRETE 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE 6 yJ _ SIDE`NALK - USED WITH THIS STANDARD. SIDEWALK(I (SEE w - -- NOTE 5) OPTIONAL UNPAVED SPACE r- `'3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION - _ - -----i t --'-- - REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION , U' EXPANSION OMITTED IN THE ENTRANCE.) JOINT-- I JOINT 8" 216 ^ q RADIAL CURB OR COMBINATION CURB AND GUTTER - - f SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE WIDTH "B" 2'-0"ICOR AS MAINLINE ROADWAY SUB -BASE EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPAL SECTION. A --c 6" VDOT 21A PLAN VIEW ENTRANCE NOTES A21ASE STONE BASE $. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE • TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 0' PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO 7". (SEE CG -13) EDGE OF PAVEMENT 0 OPTIONAL FLOW LINE 2' 6' 8 % MAX. D GRADE CHANGE © - p 6. PLANS ARE TO INDICATE WHEN CONSTRUC I"ION OF A FLOW 2' 6' _ SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY PARKING - - - - - - - - -- - -_ NOTE 7) THE ENTRANCE. PLANTING CONCRETE 8% MAX. D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE- "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE SIDEWALK _ D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET 24.5' CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES E3. WHEN CG -11 IS USED FOR STREET CONNECTIONS, THE CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9). OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. 2 B ALLOWABLE ENTRANCE GRADE CHANGES \y = CLASS A3 CONCRETE SECTION C -C ENTRANCE VOLUME GRADE CHANGE D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 MEDIUM 500-1500 VPD < 3% 6 LOW LESS THAN 500 VPD _<6% 8 NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XVDDT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATESHEET 1 of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 5' or 8' 4" 3000 PSI CONCRETE i, II-�t€tl���i�l��tll :- X- q- Ili-fll 111-t1 -x-,11` �1-�-1 11---I i 1_: -- •, � `.. � - .:: -: - <-... -- ; •� -=�_ - - -¢��. � � � -� � �-=� � �= 4' VDOT 21A STONE BASE TYPICAL SIDEWALK SECTION N.T.S. Ft'xe of Curb .., v Foce of Curb 12, T..._ n. . I ^ €v C �J Rol f Curb OP N.T.S. N.T.S. Source: VDOT Road Design Manual, Appendix B Source: VDOT Road Design Manual, Appendix B 5' TRANSITION ROLLTOP CURB FACE OF i CURB BACK OF CURB EDGE OF PVMT./-GUTTER PAN FACE OF CURB BACK OF CURB ROLLTOP TO CG -6 TRANSITIONS THE FOLLOWING NOTES APPLY TO CG -6, CG -7, AND ROLL-TOP CURB: 1. CURB AND GUTTER MAY BE PRECAST OF CLASS A4 HYDRAULIC CEMENT CONCRETE OR CAST IN PLACE USING CLASS A3 HYDRAULIC CEMENT CONCRETE. 2. WHEN USED WITH STABILIZED, OPEN -GRADED DRAINAGE LAYERS, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE SUB -BASE COURSES AND TO THE DEPTH OF THE PAVEMENT BUT NOT LESS THAN THE THICKNESS SHOWN. PAVER SECTION & DETAIL MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT 1S COVERED. 2. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. 3. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 4. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 5. 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. 6. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 8. 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. \\ SECTION ORIONO ♦ *SEE SIGNAGE FOR DESIGNATED PARKING LANE ROAD NAME STATION DESIGN SPEED 55' R -O -W PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM -9.5 R/W 21 B ORION LANE POINT OF 25 mph 1,750 R/ 4" 3000 PSIFINISHED 4" VOOT ST'D LOCAL 'RADE VDOT ST'D 4°' 3000 PSI CONCRETE CG -6 1.5" SM -!9.5 CG -6 CONCRETE f' Cc tu E 114: 1' 1/4": 1' - - sLU 1 4" VDOT 21A F _ s� f 4„ VDOT 21A STONE BASE s 8" 216 BASE ` STONE BASE f 6" VDOT 4" UO -4 SUB -BASE 4" BM -25 4" UO -4 in 6" VDOT 21A A21ASE STONE BASE UNDERORAIN • UNDERDRAIN STONE BASE 1' 5' 6' 2' 6' 10' 10' 2' 6' 5' 1' CONCRETE PLANTING PARKING TRAVEL LANE: TRAVEL LANE PLANTING CONCRETE SIDEWALK STRIP 0.5' LANE* 0.5' STRIP SIDEWALK _ 30.5' 24.5' SECTION ORIONO ♦ *SEE SIGNAGE FOR DESIGNATED PARKING LANE ROAD NAME STATION DESIGN SPEED VPD PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM -9.5 BM -25.0 21 B ORION LANE 3+99 - 10+00 25 mph 1,750 26' 1-1/2" 4" 8" LOCAL 30' PRIVATE R/W R/W R/W ROLLTOP SURFACE ROLLTOP 3 CURB 1.5" SM -9.5 CURB 1 . 1 114••, 1 • 1/4°, 1' 3 ' __J... -..F--1/4" 1' 1/4" : 1'-�•- .F- _ 1 t _ __.. __� 3• BASE- SUBBASE 2.5" BM -25 6" AGGREGATE(21A) 2' 1' 2' 10' 10' 1 2' 1' 2' FACE OF FACE OF CURB I CURB TYPICAL SECTION PRIVATE STREET "A" PRIVATE STREETS (25 MPH DESIGN SPEED) N.T.S. 3 1 ° 24' PRIVATE R/W 1 114.,.1. I 114":1' R/W ROLLTOP SURFACE R/W ROLLTOP CURB 1.5" SM -9.5 CURB • i °- 1/4" � 1 ' 114 "' 1 ' --�► 3 17 BASE SUBBASE 2.5" BM -25 !! 6" AGGREGATE(21A) .1' ,1 2' B' I B' 2' 1° 1'I FACE OF FACE OF CURB I CURB -- ALLEYCAL SECTION ALLEY "All & PRIVATE ALLEYS (25 MPH DESIGN SPEED) tI,TH nF �f y J, M) L. T Bart Lic. Nth 22841 4 � �SSIONAL ElyC'��'� OF1 REVISIONS DATE JUNE 5, 2017 SCALE AS SHOWN CIONTOUR INTERVAL N/A r. i S f s • •6 f' Cc tu >0 ILL sLU 1 ! F s� f 0 s ` f f oFm � 1wn in • • CC 1 �. LU It mtco 0 • I 0 LU REVISIONS DATE JUNE 5, 2017 SCALE AS SHOWN CIONTOUR INTERVAL N/A FILE NUMBER 8053 SHEET 10 of 13 Uj •6 C �. s c: 00<0�1 oFm 1wn in 0 FILE NUMBER 8053 SHEET 10 of 13 14, 114 GENERAL I PB_I NO PROJECTION OF PIPE ABOVE GROUND LINE 1. METHOD "N' PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1TABLES UNLESS TOP OF FILL TOP OF FILL---,�, TOP OF OTHERWISE NOTED ON THE PLANS. 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. . . ..... .... -GROUND LINE 1: GRO ND LINE Y GROUND LINE 3. b EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL, CIRCULAR PIPE SHAPE TO ELEVATION OF MID POT IT OF EARTH L C OR EARTH 2. d - INSIDE DIAMETER OF PIPE, SHAPE TO BEDDING CONTOUR 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. MATERIAL OF PIPE AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR MIN. 1/10 D X BEDDING 1/10 D� I X F -'D X '---BEDDING MIN. 1/10 J NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) MATERIAL ERIAL __X_�x D X 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS, -V2" PER 1'OF H 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR FOUNDATION SOFT, YIELDING, OR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND NORMAL EARTH FOUNDATION ROCK FOUNDATION LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS. OTHERWISE UNSUITABLE MATERIAL 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER /Z - "A SLOT INLET (DI -13) OUTLET PIPES INSTALLATIONS. PIPE PROJECTION ABOVE GROUND LINE OF 0 1. SI - OUTSIDE SPAN DIMENSION OF PIPE. TOP OF FJ TOP OF FIL -TOP OF FIL SECTION A -A 3. R - OUTSIDE RISE DIMENSION OF PIPE. ETWEEN PIPE DIAMETERS H N METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF 4. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. ...... ... D. X 18 WHERE S2 IS 36" AND GREATER % 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR + GROUND GROUND if U� LINE ID NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR & LINE -=. LESS AND HEIGHT OF COVER 15'OR LESS, 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND NOTES: COVER 15'OR LESS. EARTH HEIGHT 0 -ROCK OR E- SHAPING OF M41HOLE AND) INLET INVERTS IN ACCORDANCE WITH UNY IELDING THIS DRAWING IS TO APPLY TO THOSE STIRUCTURES SPECIFIED SOIL ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF PIPE ARCH MATERIAL 1" OF H D X _\ - BE DOING EARTH STRUCTURE. OUTLET PIPE MIN, 8", BEDDING MATERIAL MAX. 24" MATERIAL MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED 1. S - $PAN DIMENSION OF PIPE. FOUNDATION SOFT, YIELDING, OR IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL THE INVERT SHAPING AS IDETAILED HEREON IS TO CONSIST OF A 2. R - RISE DIMENSION OF PIPE. PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1, EXCEPT THAT 25/ OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, 3. B - SEE PC-1TABLE FOR APPLICABLE PIPE MATERIAL BEDO�NG MATERIAL IN ACCORDANCE WITH EMBANKMENT 4. x - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. SPEC FICATiONS. SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE * - 12" WHERE S2 IS LESS THAN 36". SECT ON 302 OF THE ROAD AND BRIDGE F OR CENERAL NO I ES ON PIPE BEDDING, OF THE COARSE AGGREGA7E SHALL REMAIN EXPOSED. NOTES: BROKEN CONCRETE OR BR�QKEN CONCRETE BLOCK, THE SURFACE SEC f�ONS302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE SPECIFICAT ON - ON SHEET 107,00. * - 18" WHERE S2 IS 36" AND GREATER CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR WITH PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR REGULAR BACKFILL MATERIAL IN ACCORDANCE INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET LESS AND HEIGHT OF COVER 15'OR LESS. FORCIPLASTIC PIPE CLASS T BACKFILL MATERIAL WITH SECTION 302 OF (HE ROAD AND BRIDGE CRUSHED CLASS CONFORMING TO THE CONFIGURATION AND FLOW LINES. IN A CORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN SECTION B -B 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND USED IN PLACE OF CLASS I BACKFILL. PLAN HEIGHT OF COVER 15'OR LESS. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL IN ACCORDANCE WHI'H SECTION 302 OF THE ROAD METHOD OF TREATMENT IN MANHOLES AND BRIDGE S PECIFIJCAT IONS. SPECIFICATION XVDOT REFERENCE XVDDT SPECIFICATION XV00T SPECIFICATION INSTALLATION OF PIPE CULVERTS & STORM SEWERS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE 302 GENERAL NOTES REVISION DATE SHEET 1 OF 1 CIRC. PIPE BEDDING AND BACKFILL METHOD ',A', SHEET I I DATE MANHOLE & INLET INVERTS 303 1 SHEET 1 OF d4 REVISION DAT 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.00 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 106.W VIRGINIA DEPARTMENT OF TRANSPORTATION #5 BARS PERMISSIBLE 4' #5 DOWEL 8" LONG V 12" C -C JOINT WITH BUFFER STRIP A B MAX MAX B RANIP 5, mN 30" DIAMETER __7 r'(SEE T - L__ A TRUNCATE DOME TYPICAL DESIGN TRUNCATED DOMES SEE SHEET I OF 5 MIN A FOR DETAILS SEE SHEET 1 OF 5 FOR DEI AILS 8`0" Min. 4`0" Min. T1 OF ROADWAY CURB BACK OF CURB 12'1 MAX, -SHAPE TO MATCH FACE 48:1 MAX. WITH BUFFER STRIP al BACK OF CURB 48 :1 MAX. 12:1 MAX.� 1_2- MIN. _1 4' PLAN WALL THICKNESS VARIES PLAN SECTION A -A CONSTRU��fION 4' WITHOUT BUFFER STRIP JOIN r PERMISSIBLE CONSTRUCTION CROSSWALK JOINT V) TYPE A CURB WITH BUFFER STRIP SECTION B -B CLASS A3 CONCRETE SECTION 3-B CROSSWALK NOTES: CLASS A3 CONCRETE !;�j FOR GENERAL NOTES ON THE DETECTABLE WARNINC SURFACE, SEE SHEE F I OF 5. SECTION A -A A 4'SOUARE LANDING AREA THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK, LANDING OUTSIDE OF TRAV_ILWAY (4'WIDE) REQUiRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW SECTION B -B SHALL BE PROVIDED FOR CONSTRUCTION,6 FEET FOR ALTERATIONS, NOTES: NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, CROSSWALK PERPENDICULAR CROSSWALK WITHIN THE MARKED SEE SHEET I OF 5. 611 CROSSWALK AREA. 1. THE ST41DARD SAFETY SLAB (SL -1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRANAGE SUMMARY SHEET AND/OR THE DRAJNAGE DESCRIPTION. FOR MANHOLES, THE REQUIRED LENGTH OF- A PARALLEL RAMP TYPICAL PLACEMENT J JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF IS LIMITED TO 15 FEET, REGARDLESS OF THE ADJACENT SAFETY SLABS SHALL BE &TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET AT INTERSECTION A 4' SQUARE LANDING SLOPE. A 4'SOUARE LANDING OF THE TOP OR a0TTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW IA/ITWIKI ('0r)Q1ZIA1AI V AREA OUTSIDE OF AREA OUTSIDE OF Ii ANY INLET PIPE OF 30" DIAMETER OR GREATER. APPLICATION ROADWAY GRADE IN PERCENT MINIMUM FRAMP LENGTH iNI FEET 4'' CURB� 6" CURB 10 15 `UR" / 4: BUFFER S1 HIP WITHIN PROVIDED -� �E oosr or �E �,l m moLonco m �E :ns or �E srnoxruns �z oxsr w �DRAWINGS�-5�z*^� THE MARKED THE MARKED FOR FURTHER DETAILS onnsy*mx cnnosW*-x z no THE � OTHER�WHERE APPLICABLE. ~'^^~ ARE TO BE STAGGERED ACCORDINGLY. =c#o BARS m a^ o -o rre � a PLACEMENT � u «< *.SAFETY SLAB MAY BE CAST -IN-PLACE OR REoASrCLASS A3 (3000 PSI). PRECAST CONCRETE IS TO c����m�)CONCRETE TO A4 (4000 oc STEEL TO BE IN ACCORDANCE WITH AASHTO M31. CnuSSW°LE CROSSWALK c/ o. ENDICULAR WITHIN THE MARKED BE sn on 30" or* IS Lcos rxw 30" THE w:ccss opcw/wo SHALL BE RECTANGULAR (STRUCTURE WIDTH or OF TRAVELWAYSIDE TYPICAL PLACEMENT 30" LONG). � TYPICAL PLACEk^ ENT :�s����� AT INTERSECTION CROSSWALK CROSSWALK CROSSWALK AT INTERSECTION TYPICAL PRECAST UNIT �u] WITHIN CROSSWALK DIAGONAL PLACEMENTIR11111K AREA. PERPENDICULAR CROSSWALK WITHIN CROSSWALKWITH PHP'FP-P qTPIID WITHIN THE MARKED DIAGONAL PLACEMENT CROSSWALK AREA. kyVIIN BUFFER SIHIP) WITH BUFFER STRIP XVDDT SPECIFICATION SPECIFICATION XVDOT SPECIFICATION REFERENCE REFERENCE XVDOT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS REFERENCE ROAD AND BRIDGE STANDARDS CG -12 DETECTABLE WARNING SURFACE CG -12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS P - SHEET 3 OF 5 R VISION DATE TYPE B (PARALLEL) APPLICATION 105 105 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5 SHEET 1 q DATE MANHOLES AND JUNCTION BOXES 302 203.07 7111 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 203.06 106.1 VIRGINIA DEPARTMENT OF TRANSPORTATION 308.2 Forward Reach. 3882.1 Unobstructed. Where o forward reach is unobstructed, the high forward muoh ahuU be 48 inches /1220 mm) maximum and the low forward nmnh uho|| be 15 inches (380 mm) minimum above the finish floor or ground. 308.3 Side Reach. 308.3.1 Unobstructed. Whore o clear floor or ground opuoo allows o parallel approach to on element and the side reach is unobstructed, the Nigh side reach shall be 48 inches (120 mm) maximum and the km side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. NOTE: REFER TO REACH DETAILS FOR CORRECT LOCATION OF CBU INSTALLATION. 406.4 Landings. Landings shall be provided otthe tops of romps. The landing okmr length sho/U be 38 inches (915 mm) minimum. The |omUng clear width shall be at least as wide as the handicap romp, excluding flared sides, leading to the landing. 0 CONC. PAD MIN. CONC. PAD MIN. C" CBU ,It a - N .., MADILBOX LO MAILBOX Figure J��2Obstructed High Forward Reach 915 Mm 255 in M at least as wide as 308.3.2 Obstructed High Reach. Where door Door or ground u allows o parallel approach to on /2mv�_ element and the high side mooh is over on obutruotiun, the height of the obstruction uho|| be 34 ioohon HANDICAP HANDICAP curb ramp 30812 Obstructed High Reach. Whom o high forward reach in over on obstruction, the clear floor uP000 (8G5 mm) maximum and the depth of the obstruction oho|| be 24 inches (810 mm) maximum.The highCONC, PAD CBU :'41 HANDICAP RAMP RAMP MAILBOX RAMP oho|| extend beneath the element for n distance not ieuu than the required reach depth over the `id* noov' ohn|| be 48 inches /122O mm) maximum for o mouh depth of inches /255 m moximum obstruction. The high forward reach oho|| be 48 inches /1220 mm) maximum �hom the mooh depth is 2O - '' ` ' ~ ` '', ' ' ` ' Where the mooh depth oxoaadx 10 inches �255 mm)' the high side reach oho|| be 46 inches (1170 mm) inches (510 mm) maximum. Whom the reach depth exceeds 20 inches /510 mm\' the high forward mooh maximum for o mouh depth of 24 inches (G1O mm) maximum uho|| be 44 |nohoa /1120 mm) maximum and the reach depth shall be 25 inches /635 mm) maximum. ` ' ' 2 2 5,10 MITT 510mm-635mm X 00 (0 z: CENTERLINE STREET CENTERLINE STREET CENTERLINE STREET ID E M Figure 406.4 Landings at the Top of Romps co | | 10" max 10"-24" max '--� 255 mm 255m" -610m= (a) (b) (a) U4 Figure 308J.1 Unobstructed Side R000b Rnum 308.3.2 Obstructed High Side Reach lu E FILE NU 8053 SHEET 11 of 13 06 Z w Wa. <z �- 0 < 1 1 3 IX > Z iL j 5 0 0< LLJ 4 VIj CO cr 0 FILE NU 8053 SHEET 11 of 13 �- JUNC TION BOXES, FRANSI URIVIER PADS, PEDES T Al J, EIC-{ 0- I.:":01nE.:rc L I OCAT ON OF OTHER UTILITIF$ L� (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASE1,AE'JT WIDTHS: WATER OR SEWER C;N..Y 2U vllNlfs%:lli'% WATER & SEINER 30' PiII11P,iUf✓1 SEE PART 3, PARAGRAPH D; SEPARATISi\s OF WATER a SDNE:R SYST-EMIS. - r lJTIIITIFS ;-_P.O-`)S.I�IC; /r, WATER OR SEWER EASEl4r;Ef�JT S{-iC)UL'.9 Fac AT 90 10 l HE RIGH 1 GF VSAY. UTILITY LOCATIONS & EASEMENT WIDTHS NIS FIC3. 'JV - 1 �,IAH PIPC. Of, ) r! I- JG f R. 511 !D I� i ' ,t,, ,. SI IGLL- SERVICE Nnl -OR IJ F ON r7 h C f €Ili_?' TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W - 6 TD - 9 GOOD FOUNDATION MATERIAL. ROCKY FOUNDATION MATERIAL INITIAL BACKFI S[ABLC 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. B EDDIING 8 STONE FOUNDATION IN POOR SOIL UNDER - CUT CONDITION 4"N1I NI UNSTABLE 8" SOIL -,,1I N .----.-7s-TAB1_ N O -i E INITIAL.. BACKFIL. 3 :,TONE _DRANULAR FILL AS APPROVED BY ACS/8, �r<. OCHE STA B I.-F'S011.0 . t RRC F � I. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER I-INES, 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. S. BELL_ HOLES SHALL. BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG- W- TD -2 COVER LIFT NOTCH 12 3/8„ PIPE SLOT (2 PLACES) NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5%8"-1 ' METERS) NTS FIG. W-7 TD 10 x SECTION 1 - 1 � r I(l ax PLUG r ,/ / 'Ari ` \ FOR TEE OR WYE FITTINGS t",r' )I I\I TRENCH 1C) AC-C-i;IvINIODATE y r ANCHOR IF /". hr";> PviEE Ii INC: AS� I;Eu -; )I PIPE DEGREE BI- ND DI !EIi!SIc0NS I `(D;_ IFF AND PLUG'S i VOL. S.%F OF FEL> } SFi L Br ::iJ.`fi�. (FEE C U.'i .1 1 ) l � I FI F , • _. L. H € F 90 5 _>.JO 2.50 1 3.01 0.24 i r 4 4.) '.00 I -7 2.60 0.1.5 3 !2 ;0 :7.1)0 >.i2 0.10 11 1/4 ].so 2.00 _,50 0.10 { 90 -3 C 3.11> 3.21 0.A w. 15 x.66 I -7.66 2., 0.2r; 7 ? ! [_€ 1 .66 I 2. 1 t 69 0.1 3 2.91 2 66 ! I J._�2 1 11 1/4 i 1 . _ c 013 j r 90 4.83 i .8 3 1 3 A 2 0.83 10' & 1 ; 45 3.33 I 3.58 2.9E 0 "3 3.83 4.00 { 8 I 0.52 22 I /! _ 2.;> = /2.118 _?,836 0.24 I 11 1/4 1.83 1 2.3? 2c4 0.18 € I THRUST BLOCK'S ARE RE(UIRED WEJENEVEF TI IE PIPELINE CHANGE', DIR= ___ )fJ; CII, SIZE, DEAD ENDS AND AT VALVES. 2, Li'SE 2500 P.S.I. CONCRE-FE. 1\10 CONCRETE SHALL BE POURED ON ANY PART OF THE J011NIT. 4. THE C_C)NSULTIL1C; ENGINEER SHALL BE RE:S('ONSBI...E .EC.) rHE VE,.RiFY THE -EYPE.. SIZE. ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS 4" DIAME >'EE AND VALVE WATFR F IG. VI/ - 31 TD - 3 VAi?11 K 5IKAII'\JLO JUIN 1 FI I II{Nt)5 ON ---LINE I Y P � "B") Y i-� Y 1) J. PLUG VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC, SLEE VE, BRASS NIPPLE AND CAP F LUBRICA FE ALL JHR'EADS THRUST BLOCK --- METER BOX (SEE FIG. W-7) VALVED N0. 57 STONE M.J. FITTING `2" PIPE. SLOPED TO DRAIN IF GRADE ALLOWS VARIES , VARIES2„ F'VC OR BRASS P I Pl= t ITP Q \_- WAFER MAIN AND VALVE 2°' THREADED TAP ARE SAME SIZE PLUG DEAD EINJu (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD- 19 6' i`,,fIN (; J. r S NFP t \iOFE: HrDRA( U_T 6c C)UIPPED y IFI -I CHARI C)IEES- VIr LE.1 HRE AIDS `VHICH IS IHE LC)C.AI SIAi'\JD,ARD. ,: l: I J r)F BRANCH 'taRl 'S 2' FO 10 , --- �- AL\ E. BO 6"ATE i; i\ P'1 : ,ice VALVE ` _... - > °X 6 `lfs.I EE I I,; f f. DRET BASE A,NdD UNC IST_IJRBED A F t S011 . FFFEL r II - IRE DEI F: )(?S ..I -t_) WHEN THE SOIL IS_ DI I(ff;BED G' VI/ IE M.,c �. .I��If. II�J ALL IIl_YF, l.rr�.11��ilS. A I,YDRA l I L )CAIED IN A FIL_, ANC:HOI? RC)( :J :.I1,=r1. 13E UL'tal _FD HL VALVE k-) r I IE I'1'DRA.i`J r VJI I H 2 31=' _ UR „J:,IIA. f COATED TI11 E DEL, r'_)D I ADDITION 0 PO(JRINC_ CON(_ E L F I I CE`AR", F (, FEEL PILE SFi L Br E<; AS ,tii L1J._10INAL SUPPOR1 p {r !IT { C7R _L Af10 I<FLr' (;Et OF Jl`J,_hE (:_:. 2. t,,4AIP\11 hI I r\ `,'.IN C''VEF FROj`v, THE MAIN TO THE FIRE k �'DRAEJ I 3, F-Il� IS If t GRADE S�-{ALL SLOP= ,�,�,A/AY FROPA HIE FIRE HYDRANT AND VALVE ..C;:. 4. TrIE C-. \. E VALVE I`_: ,1_LC)/%,/ D IN SHOULDER OR BEHIND HE DITCH. r IS I`)E D ifJ EHHE i)-1 H IIRI_ I YDRIANI IiAiI EE 11', H rE) A]' LOCATIONS `MERE W LP 1C7_I ` L`I.L. ['C \ F €I'E f r 3 A:R( Ui`dD ATER F-,/ATIuN. E.:U'l. E ) L'.:L IN -T AREAS, .EiE 'vtr C(' i!OI_ES SI:ALL .5E PI I_JC't E D AN l-iE 1 1Y DR/` N1 T SHALL BE RUM!)FD DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL FIG. `Ov' .. 4 D-7 a" Timmy L. Taggart Lic. No. "day 22841 o��s�IONAL E��1 I I s w • • s� a , • i s r • 4 t I •� s . H e r 1 s i + s i REVISIONS DATE JUNE 5, 2017 SCALE 191 = 25' CONTOUR INTERVAL N/A FILE NUMBER 3053 SHEET 12 of 13 I I 4 .I 4 t • . H ■ FILE NUMBER 3053 SHEET 12 of 13 I DATE I,- JUNE 5, 20171 SCALE 119=25" CONTOUR INTERVAL N/A Lu 0 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE C4 5 CEI w CL (0 0 cm WITH PART V, SECTION G OF THESE SPECIFICATIONS. z . 0a cc w ct ju SEWER SERVICE LATERAL CONNECTION NOTES: 0 1 00 Lu LL j z z > Z Q. 1. WHERE A SEWER SERVICE CONNIE(- IS TO A NIANHOLE Q CD < Lu M N 6 AND N(-) NVERF FIEVA-110NI FOR FHE SERVICE I A F F F1, A L IS a n4. Lo oo . ......... ..... — < -ATED , TET, (CROWN" ELEVATONJ C)F THE SERVICF -1 LA E RA L. P I P E ---HALL bE A[ LE 0.2 I -I!( -HER IHANJ THE i I 10P (CROWN) ELEVAHON OF FHE THE L (.-)W E S I IPF C(DNNECTED w A 4, EXISTING SANI TARY NOTE1 MIN, 60' DIAMETER MANHOLE 0 0 LL REMAINING BACKFILL SHALL NS T,- 7. 1 F [��j 0 A N 1-1 r L SET DOGHOUSE BASE SEWER PIPE REQUIRED, 9 IS u- NOF CONTAIN ROCK MATERIAL Q-1 �EWER LAIERALS I'APPED IN L0 AN! EXIS I E W E R f0 A N S H/\ -1 N' I ON CONCRETE BLOCKS— ryF 'MAMH,-�� Lu 3 M I LARGER LHAN 5" IN ANY B F --O',NNECTED USING A PIPE SADDLE. DOGHOUSE OPENING SHALL 4 A MIN, 12" CLEARANCE . , ' - DROP E P' C'O (D IL D I MI E N S 10 r,,! 2 ZI M I \!j NA I N I N11 U Mi GRADE A D E F 0 3 R SEIA/ER SERVICE C 1 1\1 E C 1 0 N SHALL B L 2`"') PER I - 4 BE PREFORMED BY BETWEEN EXISTING PIPE MANUFACTURER OR A AND STONE BEDDING SAW CUT TO FIT PIPE USE APPROVED FLEXIBLE RUBBER Q BOOT, INTIAL BACKFILA-x- A4 OUTSIDE DIAMATER .4. 8 N/1 I N (6'! LIFTS) EM B EDMEN L I. AU �'E\NEP LAFERALS ',HALL HAVE A M 1 �\1 h\A I- I'v", C 0 V E R D A M1 E TE R Nyl I N PLUS 6". v 1HOR01UGHLY COMPACLED OF zl!'. ............ 12" THICK VDOT BY HAI',\ID OR APPROVED g Na. 68 STONE BEDDING GASKETED SPRING LINE-- IVIECHANICAL TAMPER J, 5� ALL `3 )E` , -VER R LAI -ERALS SHALL HAVE A M I N IN/ZUNI UNI COVER 8"x8N16" AND 4%8%16" F St OP li j OF PIPE- H A U N C H I N G )F 3 FEE T. el SOLID CONCRETE BLOCKS 27' NO. 68 STONE CENTER W/RISER DOGHOUSE MANHOLE SASE DROP PIPE DROP P.!.PF BEDDING 6" max S A LT WALL (4 EACH) — - ---- --- --------- /1" min TREATED "PALED VE RY CALLY FOUNDATION (SHALL BE FINISHED GROUND FILL DOGHOUSE OPENING A 0 R L'S I R Al N --------- Ell) B E ND REQUIRED WHEN SOIL MARKER MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE CONDITIONS ARE UNSTABLE BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE ON FIGURE S -1-A SEWER INFLUENT PE) OR NON -SHRINKING GROUT PIPE MAIN SEWER PIPE ..... . ..... ALLOW CONCRETE WRAP EXISTING PIPE WITH PLAN NOTE TO FLOW A MIN. 1'-0" BEYOND BASE NEOPRENE GASKET MATERIAL BEFORE FILLING THE OPENING 'v OF STRUCTURE NEOPRENE SECURED BY 2NON- FIR 'OFILE PLUG END OF I. OPEN CUTS IN PAVED AREAS VVITHIN EXISTING VIDOT RIG[ IT - OF - \A/AY HALL BE MAIN LINE--T-,,I SERVICE LATERAL CORROSIVE STRAPS, 1 ON T1 60' SN� 6' f,,411BED WIH N0, TEINE BACKFILLED ENFIRELY WITH NO. 21A STONE.S E CTION EACH SIDE OF OPENING 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED '//'�­4 5 0'0 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 12" MIN, CAST -IN PLACE (2) FEET, STONE Sl--IALL BE PROVIDED 3,000 PSI CONCRETE BASE 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO 3.WHERFE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" FOUNDATION SECTION VIEW THE DROP FITTING WITH STANDARD GASKET JOINT. BEDDING OF NO. 68 SIONE 3. VERTICAL DROP PIPE SHALL BE STRAPPED -TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF . ........... . Y, NOTES: STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT . ................. 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW TO SPRING LINE OF MANHOLE INVERT. IN LINE VVYE - I EE FLOW TO THE EXISTING PIPE. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. .. ...... . .... . ............... . ... 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. I PLAN 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. TYPICAL SEWER PIPE 1 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" ........ ... .. .. , - - 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR I I VARES OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE T" DIAMETER DROP CONNEC TIONS. WO 8 INSTALLATION IN TRENCH BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. STANDARD INTERNAL DROP CONNECTION TYPICAL MANHOLE BASE NTS SEWER SERVICE LATERAL CONNECTION N.T.S. FIC,. S- 3 SHOWING "DOGHOUSE" INSTALLATION. FIG. S -1-C2 N.T.S. N.T.S TD - 28 FIC.. S - 2 TD -30 FIG. S -1 -Al TD -27 TD -22 po E E cy) E E 00 (n 0 w U) to E cr ry Ld w co 0 cn Fn u- 00 E E w E U) CL N w co C\j > 0 0 rn CD < < :5 E E E �E z �t !E 0 E t < I) co U) 0_0 Co E< WV 0 Up/JI ILI < 0 T L-tj 0 1- E < E C9 I -,~Izjj C5 V) CIO E E E - E Ld Ln E E r- 00 C14 fl- Na� - E MATERIALS TO TRENCH SPOILS TO BE PLACED ON THE BE PLACED ON THE GROUND TO BE GRADED HIGH SIDE OF TRENCH LOW SIDE OF TRENCH TO ORIGINAL CONTOURS DURING CONSTRUCTION. c\4 E co E DURING CONSTRUCTION. AFTER BACKFILL. __jE Ln -70 00TOP OM OF GROUN SLOPE COMPACTION PER COUNTY SPECIFICATION (REMAINING BACKFILL SHALL NOT CONTAIN 0 0 .......... ROCK, CLOD, OR DEBRIS MATERIAL LARGER ..... .I�'*-'-'-. 36"'M. ........:* ..' THAN 5" IN ANY DIMENSION. ....... ........ 24" MIN. ......... MIN. INITIAL BACKFILL* (6" LIFTS) ....... .... ....... ... ... *THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER. z ... ......... EMBEDMENT— DIAMETER OF PIPE - .: .... , . - ... ....... .... ]—SPRING LINE OF PIPE < 0 ca F- .. .. .... .. *-'­—HAUNCHING E < < c,4 E E E E W —BEDDING: 6" MAX. ............. - a 4" MIN. ............... 0) r- E (N (D 0) 1-0 (0 N NO. 68 STONE-:�--�­, FOUNDATION (SHALL BE REQUIRED WHEN SOIL ....... co cD 0 (0lyl N CONDITIONS E UNSTABLE) [ALL PIPE] co NOTE: CONTRACTOR MUST INSURE THE STONE IS PROPERLY LL COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. 0 0 BEDDING, BACKFILL AND TRENCH SPOIL PLACEMENT TYPICAL MANHOLE FRAME & COVER_ N.T.S FIG S -I -D IV' of TD -25 m y L. T�g'g a rt Lic. No. 16 xv 22841 *0" ONAL vso� DATE I,- JUNE 5, 20171 SCALE 119=25" CONTOUR INTERVAL N/A Lu 0 C4 5 CEI w CL (0 0 cm Q z . 0a cc w ct ju 2; @ > 0 0 1 00 Lu LL j z z > Z Q. Q CD < Lu M N 6 uj 0 Lo oo oj w w.j 41 0 0 LL a du to co 9 IS u- 2 Lu z 0 Z IL j DATE I,- JUNE 5, 20171 SCALE 119=25" CONTOUR INTERVAL N/A FILE NUMBER 8053 SHEET 13 of 13 0ARGA\TMPRn.A(-)I F) TRAIT-R0r)'1\pu n'K 7\lnifinl Plitp PI-qn\RInr.I< 7 Ph I timin r1rW9()'17')-Ar,-?1 PRA Ar'-anrna w 06 w w w 0 1 z > Z 0. z 0 0 w oyodcr oo w w.j J FILE NUMBER 8053 SHEET 13 of 13 0ARGA\TMPRn.A(-)I F) TRAIT-R0r)'1\pu n'K 7\lnifinl Plitp PI-qn\RInr.I< 7 Ph I timin r1rW9()'17')-Ar,-?1 PRA Ar'-anrna