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Home My WebLink AboutSUB199300173 Plan - Other (not approved) Road Plan and Comps. 1989-08-181. The abbreviation V.D.O.T. made hereafter refers to the 10. Guardrail locations where shown hereon are approximate. Virginia Department of Transportation. The term County Exact length, location and appropriate end treatments will the refers to the County of Albemarle, Virginia. a field determined at the time of construction. Additional guardrail may be required at locations not shown when, in tthe 2. Prior to commencement of any construction within any existing opinion of V.D.O.T., the Director of Engineering or his public right -of -•way, including connection to'any existing designee, it is deemed necessary. road, a permit for said construction shall be obtained from V.D.O.T. This plan as drawn may not accurately reflect the 11. Where urban cross sections are installed all residential requirements of the permit. Where any discrepancies occur driveway entrances shall conform to V.D.O.T. CG -9A or CG -9.. the requirements of the permit shall govern. • 12. Paved or rip -rap lined ditch may berequired to stabilize a 3. Construction inspection of all proposed roads within the I drainage channel when, in the opinion of V.D.O.T., the development will be made by the County. The contractor must Director of Engineering or his designee, it is deemed notify the Department of Engineering (296-5861) 24 hours in necessary. advance of the start of construction. - - 13. Aminimcm clear zone of ten (10) feet from the edge of 4. Allmaterials and construction methods shall conform to pavement'shall be maintained on all residential subdivision, current specifications and standards of V.D.O. T. streets. Additional clear zone may be required depending om the category of road design. 5. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must ';19. Compliance with the minimum pavement width, shoulder width beinstalled prior to any clearing, grading or other .. and ditch sections, as shown on the typical pavement sectiom construction, t detail, shall be strictly adhered to. Exceptions will not the allowed. 6. Upon completion offine. grading and preparation of the roadbed subgrade, the contractor shall have CDR tests 15_ Upon completion of the roadway construction, street performed on the subgrade soil. Three (3) copies of the test identification signs shall be installed by the developer at results shall be submitted to the County. If a subgrade soil all street intersections. Signs and the installation thereref CDR of 10 or greater is not obtainable, a revised pavement shall conform to V.D.O.T, standards. Signs may be purchase3 design sha 11 be made by the design engineer and submitted through the Department of Engineering. The developer shall with the test results for appy oval. be responsible for maintenance of the signs until the roads have been accepted into the State secondary road system and a 7. All slopes and disturbed areas are to be fertilized, seeded resolution is adopted by the County for maintenance of the and mulched. Maximum allowable fill or cut slope is 2:1. signs, - Where reasonably obtainable lesser slopes of 4:1 or better - are to be achieved. 16. Traffic control or other regulatory signs or barricades shalll beinstalled by the developer when, in the opinion cf the 8, Surface drainage and pipe discharge must be retained within Director of Engineering or his designee_, trey are deemed the public right -of. -way or casements prior to acceptance_ by necessary in order to provide safe and convenient access. V.D.O. T. (All drainage outfall casements are to be extended All signs or other regulatory devices shall conform with thQ' to boundary line or a natural watercourse.) Virginia Manual for Uniform Traffi Control Devices, latest.,, edition. ; 9. All drainage inlets shall have a'2 -inch local depression. 17. SuryeyDatum used: APPROXIMATED TO U.S.G.S. DAII'UM.� BENCHMARK: 2 NAILS SET IN WIILD CHERRY 30'f RIGHT OF STA. 54.90. GENERAL WATER & SEWER CONDITIONS ELEVATION: 751,05 1. WORK SIIALL 13E SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTIIORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING TIIE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF TIIE- WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS TIIE LINE OF 711E PROPOSED WORK ARE Nt)f NECESSARILY SHOWN Oil TIIE PLANS AND WHERE SHOWN, ARE: ONLY APPROXIMATELY CORRECT. 711E CONTRACTOR SIIALL ON NIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY 3. ALL MATERIALS ANI) CONSTRUCTION SIIALL COMPLY WITII GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTIIURITY ON JAN. 20, 1983, AMENDED JULY I , 1989. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. S. IIiE CONTRACTOR SIIALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001) 6. ALL WATER AND SEWER PIPES SIIALL HAVE A MINIMUM OF 3 FT. OF COYER MEASURED FROM TIIE TOP OF PIPE, OVER THE,CENIERLINE OF PIPE. 7, 2O' WIDE EASEMENTS, CENIERED ON T11E PIPELINE, SIIALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTIIORITY, EXCEPT W11ERE THE LINE IS IN A PUBLIC ROAD RIGIIT OF WAY EASEMENT, IN WIIICH CASE TIIE ACCESS EASEMENT SIIALL ALSO BE DEDICATED AS A UTILITY EASEMENT. 8. DUCTILE IRON PIPE SIIALL_ BE USED IN FILL AREAS, UNLESS 95% COMPACTION CAN BE OBTAINED AND CERTIFIED BY AN APPROVED TESTING LAB, AT THE OWNER'S EXPENSE. DUCTILE IRON PIPE SIIALL EXTEND A FULL JOINT LENuErt BEYOND FILL AREA. 9. 3" MIN. SEPARATION REQUIRED BETWEEN WATER LINE AND STORM SEWER CULVERTS OR 6" SEPARATION WIZEN W.L. INSULATED. USE �" THICK TNERMA-CEL PIPE INSULATION IN 3' X 4'.SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBE1f14RLE CO. SERVICE AUTIIORITY. INSULATION TO EXTEND a' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. X w Q Y 760 W I STORM SEWER PROFIL 750 750 740 RORp) O JN,� PSN 2 WATER & SEWER a ROAD PLAN a PROFILE WESTON / NEAR CROZET ALBEMARLE COUNTY, VIRGINIA - DATE. AUG. 18 1989 SCALE: HORIZ. 111 Y 501 VERT. I -- 101 COUNTY REVISIONS: JANUARY 4, 1990 - ENGR. COMMENTS REVISIONS: AUG. 21, 1990 -TO ADD PRIME & 2X SEAL OPTION REVISIONS: ,JAN. 10, 1994 - (TO REVISE SUBDIVISION, & ROAD NAMES, & TO REVISE PRIME & 2x SEAL OPTION, TO i i TYPE D BLOTTED SEAL COAT.) RL O 1 2 ==1 ItFT TYPICAL STREET SECTION n. t. s. — 25' .-I - - 2r' 4' � 10' 10' I FT. I 3/8" : FT. I MIN. CBR -10 CATEGORY I BASE: 6" Aggregate Base Material # 21A (Primed) SURFACE: TYPE D BLOTTED SEAL COAT ROUDABIJSI-I, GATE & ASSOC., INC. 3„ A Professional Corporation CERTIFIED LAND SURVEYOR — ENGINEER Charlottesville, Virginia 760 -- - _ - - - - 3 4 5 6 7 -- -- -- --. HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL LINE ,e TELEDYINE FILE 7 316 SHEET .I OF PRINTED IN U.S.A. WI w :J j 2 760 pl 0 Z 0 � C7 O 770 aa"d 7.001, a 0 � [760 750 740 RORp) O JN,� PSN 2 WATER & SEWER a ROAD PLAN a PROFILE WESTON / NEAR CROZET ALBEMARLE COUNTY, VIRGINIA - DATE. AUG. 18 1989 SCALE: HORIZ. 111 Y 501 VERT. I -- 101 COUNTY REVISIONS: JANUARY 4, 1990 - ENGR. COMMENTS REVISIONS: AUG. 21, 1990 -TO ADD PRIME & 2X SEAL OPTION REVISIONS: ,JAN. 10, 1994 - (TO REVISE SUBDIVISION, & ROAD NAMES, & TO REVISE PRIME & 2x SEAL OPTION, TO i i TYPE D BLOTTED SEAL COAT.) RL O 1 2 ==1 ItFT TYPICAL STREET SECTION n. t. s. — 25' .-I - - 2r' 4' � 10' 10' I FT. I 3/8" : FT. I MIN. CBR -10 CATEGORY I BASE: 6" Aggregate Base Material # 21A (Primed) SURFACE: TYPE D BLOTTED SEAL COAT ROUDABIJSI-I, GATE & ASSOC., INC. 3„ A Professional Corporation CERTIFIED LAND SURVEYOR — ENGINEER Charlottesville, Virginia 760 -- - _ - - - - 3 4 5 6 7 -- -- -- --. HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL LINE ,e TELEDYINE FILE 7 316 SHEET .I OF PRINTED IN U.S.A. WI ri.r C�'9�OG/ 0 �F G) CO\sir >9 C0 �0 9j . -GRASS DITCH Fq (SEE X -SECTION) Detention rclr KAP \ \ DITCH (SEE X -SECT) GE14ERAL CONSTRUCTION ",TOTES 1. All paving and drainage r.=].ated materials and construction methods shall conform to current specifications and standards of V.D.O.T. unless otherwise noted. \ 2. 752 Erosion and siltation control measures shall be. provided in accordance with f -e approved erosion control plan and shall be ii:;t_alled Prior, to any clearing, grading or other construction. All slopes and disturbed areas are i', be fertilized, seeded and mulched. Maximum allo�vab.e fill or cut slope is 2:1. Where reasonably ob,:ainahle lesser slopes of 4:1 or better are to be achie?ed. Paved or rip -rap lined ditch may be reiuired when in the opinion of the Albemarle Cou,Zty Director of Engineering, or his designee, it is deeme(;, necessary in order to stabilize a drainage channel. ; otherwise noted, all concrete pi?`e shall be arced concrete pipe - Class III. cavation for underground pipe inst:z l.atiDn must with OSHA standards for the construction ry (29 CI'P. Part 1926) . C- Y- Z ES -2 END GRASS DIT!iH, • `SA/<< BEGIN RIP RAP DITCHOQ 'q ROPD) PSN \N� 30'-12" CMPD 0.67% INVEST 746.00 2 s\\ 2, EC -1 S I T E `� 742 T : `;; �\ \ Infiltration Pon EX. O � .. � MH o NOTE IN . 735. 0 ' cENC/NG MUST 8E PLACED E - I 2 AROUNO INF/LTRAT/ON PONp y p� TO BE11M/N/�ti1UAi1 OF G' VICINITY MAP n.t.s. y ` 4�, fid` � l� -k"b /N I-IE/614T W/ 4' Ll//DE 7cr0. GATE (!N1 LOCK. P _ 40.5 ShLTH OA. (54-17-3 S.BU5i1, CERT. NO. CERT -- \ a) 655 b) 78 DITCH X -SECT. P RPSTREN.T.S.ND 2\��MN WIITH CLASSOI RIP RAPD MTOELEV. 73 Thick ness6l81�) �� 8 2. USE RIP RAP FILTER CLOTH BEDDING. EXHIBI r GRASS SECTION FOR A CUTOFF DITCH AT REAR OF (�4 �G FENCING AROUND POND IS REQUIREDSTORMWATER DETENTION LOTS 819 & 10 AS SHOWN DETENTION POND � I AS RIPRAP SECTION THROUGH FOR SAFETY CONSIDERATIONS, THIS PLAN AND ROAD PLAN. SHOWN THIS PLAN. U S E BEGIN EC -2 LINING A7 o RIP RAP FILTER CLOTH PORTION OF LOT LINE BETWEEN LOT CAPACITY' = 12 CFS a0 3 Ia BEDDING. IO WESTON, CROZET ALBEMARLE COUNTY, VIRGINIA SCALE: 1" = 20' DATE: AUGUST 14, 1989 REV. JANUARY 4, 1990 - ENGR. COMMENTS REV AUG Zl, /990 - TO INCL UDE FENCE AROUND IMF/LTPATION POND FILE # 7316.