HomeMy WebLinkAboutSDP201300026 Plan - Approved 2013-04-23a
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OWNER: MEADOWCREEK DEVELOPMENT, LLC
230 CHESTNUT OAK LN
CHARLOTTESVILLE, VA 22903 -9610 o
ENGINEER: COLLINS ENGINEERING �
200 GARRETT STREET, SUITE K �X
CHARLOTTESVILLE, VA 22902
434,293.3719 V`
DEVELOPER: MILESTONE PARTNERS
300 2ND STREET NE
CHARLOTTESVILLE, VA 22902
TAX MAP PARCELS: T.M.P. 61A -2 D.B. 2792 Pg. 363 6.306 ACRES (PHASE IA & IB)
T.M.P. 61A -1 -34B D.B. 2792 Pg. 363 0.062 ACRES (PHASE IA)
T.M.P. 61A -1 -34A D.B. 2792 Pg. 363 0,031 ACRES (PHASE IA & IB)
TOTAL ACREAGE = 6.399 ACRES
ZONING: R4 RESIDENTIAL (CLUSTER DEVELOPMENT 25% OPEN SPACE)
PREAPPLICATION CONFERENCE: FEBRUARY 11, 2013
USE: 5 DWELLING UNITS TOTAL: 5 TOWNHOME UNITS WITH 2 AND 3 BEDROOM UNITS
NOTE: THERE IS NO COMMERCIAL OR INDUSTRIAL PROPOSED USE.
DENSITY: 3,93 UNITS PER ACRE (5 DU / 1.27 AC PHASE IB = 3.93 DU /AC)
OPEN SPACE: 0.45 ACRES (35.43% OF CURRENT PHASE IB AREA)
THERE IS A MINIMUM OF 0.20 ACRES OF RECREATIONAL AREA WITHIN THE PROVIDED OPEN SPACE.
THIS WILL BE COMBINED WITH ADDITIONAL OPEN SPACE FROM THE OTHER SECTIONS OF THE
DEVELOPMENT FOR A CENTRAL OPEN SPACE, RECREATIONAL AMENITY FOR THE DEVELOPMENT,
SETBACKS: FRONT 25 FEET MINIMUM Z
SIDE 10 FEET MINIMUM*
LREAD ET MINIMUM
* 0 SIDE SETBACKS PER REQWIREMEN OF ZONING ORDINANCE SECTION 4.11.3
BUILDING HEIGHT: 35 FEET MAXIMUM "� 5 r7 • ,-
BUILDING AREA: THE MAXIMUM BUILDING AREA PROVIDE R �(i� O� NH �I LOT IS A 761 SF BUILDING
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FOOTPRINT.
TOTAL ACREAGE: 6.399 AC, (5.13 PHASE IA & 1.27 CURRENT PHASE IB)
STREETS: CURB AND GUTTER, PUBLIC STREETS
EXISTING CONDITIONS: SITE IS PARTIALLY CLEARED WITH TWO EXISTING HOUSES & OTHER STRUCTURES, THE REMAINING
PORTIOS OF THE SITE IS CURRENTLY WOODED.
UTILITIES: SITE WILL BE SERVED BY PUBLIC WATER AND SEWER, PROPOSED ELECTRICAL, PHONE, AND
CABLE WILL BE UNDERGROUND.
PHASING: THE OVERALL LOCHLYN HILL PROJECT WILL BE DEVELOPED IN FIVE PHASES. THIS IS PHASE IB OF
THE.(5) PHASES. THREE PHASES WILL BE LOCATED IN ALBEMARLE COUNTY &TWO PHASES ARE
LOCATED IN THE CITY OF CHARLOTTESVILLE. THE SITE PLAN AS SHOWN ON THIS PLAN WILL BE
DEVELOPED IN ONE PHASE.
FLOODPLAIN: NO FLOODPLAIN EXISTS ON THE SUBJECT PROPERTY, PER FEMA MAP #51003CO287D, PANEL 287D
STREAM BUFFERS: NO STREAM BUFFERS EXIST WITHIN THE LIMITS OF THE PROJECT AREA.
TOPOGRAPHY & BOUNDARY:
TOPOGRAPHY AND BOUNDARY OF THE SITE & PEN PARK LANE WERE PROVIDED BY VIRGINIA
RESOURCE MAPPING, MARCH, 2013. FIELD VERIFIED BY COLLINS ENGINEERING IN AP14IL,'2013,
DATUM: NAD83
RIGHT -OF -WAY: 0.52 ACRES (40.94% OF CURRENT PHASE IB AREA)
LOTS: 0.30 ACRES (23.62% OF CURRENT PHASE IB AREA)
CRITICAL SLOPES: NO CRITICAL SLOPES ON THE SUBJECT PROPERTY
PARKING: REQUIRED: 2 SPACES /DU * 5 DU + 1 GUEST SPACE /4 DU * 5 DU = 12 SPACES REQUIRED
PROVIDED: 19 SPACES PROVIDED. TWO OFF- STREET PARKING SPACES WILL BE PROVIDED FOR
EACH UNIT - ONE IN THE DRIVEWAY AND ONE IN THE TOWNHOUSE GARAGE, ALONG WITH (7)
AVAILABLE ON- STREET PARKING SPACES IN FRONT OF THE UNITS.
LIGHTING: NO STREET LIGHTING IS PROPOSED,
LANDSCAPING: LANDSCAPING WILL BE PROVIDED WITH THE FINAL SITE PLAN & COMPLY 'WITH SECTION 32.7.9 OF
THE ZONING ORDINANCE.
RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED.
SIGNAGE: NO SIGNAGE IS CURRENTLY PROPOSED. ANY SIGNAGE WILL BE INCLUDEID WITH THE FINAL SITE
PLAN OR UNDER SEPARATE APPLICATION.
WATERSHED: MEADOW CREEK
STREET TREES: STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC ROADS IN ACCORDANCE WITH COUNTY
REQUIREMENTS.
TRASH COLLECTION: TRASH RECEPTACLES SHALL BE MAINTAINED ON EACH INDIVIDUAL LOT.
IMPERVIOUS AREAS: ROADS 0,34 AC.
SIDEWALKS 0.08 AC.
LOTS 0.11 AC.
TOTAL 0.53 AC.
NOTES: 1. THERE ARE NO KNOWN GRAVES OR MARKINGS OF A PLACE OF BURIAL ON THE PROPERTY
2. THE OPEN SPACE PROPOSED WITHIN THE DEVELOPMENT SHALL BE
MAINTAINED BY THE HOA
RELTMTNA.PY___.-SITE PI AN
013 -00026
APRIL 22, 2013
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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PEN PARK LAN
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DROP INLET & STRUCTURE NO.
CLEARING LIMITS
CURB
VDOT STANDARD STOP SIGN
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CURB & GUTTER
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PROPOSED CONTOUR
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PROPOSED PAI/EMEIVT
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EC —JA DITCH
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TOTAL SHEETS.-`
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CLEARING LIMITS
VDOT STANDARD STOP SIGN
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PROPOSED CONTOUR
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PROPOSED SPOT ELEVATION
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5
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PRELIMINARY SITE PLAN
TITLE
SHEET
COVER SHEET °'}
1
EXISTING CONDITIONS
2
LAYOUT PLAN
3
UTILITY PLAN
4
GRADING PLAN
5
TRAFFIC, NOTES & DETAILS
6
TOTAL SHEETS.-`
6
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SCOTT R. COLLINS'4
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6» R . 35791,� NAL t j
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NOT f PROPOSED LANDSCAPING TO
UTIL E OUTER 3' OF PLANTING STRIP
R/Iy PER k3' CLEAR ZONE REQUIREMENT C�
CG -6 POINT OF CG -6
4" CONCRETE 3 CURB & GUTTER FINISHED GRADE CURB & GUTTER 3'
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SURFACE )
EXIST. GROUND ( 2X 2X 2X 2X i
3:1
6' PLANTING 6' PLANTING
4" MOT 21A STR IP 4" UD -4 UNDERDRAIN* g�1P
/ ' VDOT 4" UD -4 4' OT
STONE BASE STI�NE UNDERDRAIN* BASE SUBBASE STONE
EXIST. GROUND 5 6 e2 2 S
6
1.0
12.5' 125'
(TRAVEL LANE) (7RAVEL LANE)
29' F /C -F /C
54'
*NOTE: UD -4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/W
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
TYPIC1IL NL'IGHBO.RHOOD S'TRL'E'T SUCTION (54' R%j
LOCHLYN HILL DRIPL; .F'UTU" ROAD C, FUTURE ROAD D
GS -SSAR RESIIJLNTIAL & JfIXFO USE SUBDIVISION STR�'•ET DLS"ION SPL'ED.• ,25 JfPH
EXIST. GROUND
EXIST. GROUND
4" CONCRETE
SIDEWALK
NO PROPOSED LANDSCAPING TO
UT1L E OUTER 3' OF PLAN77NC STRIP
/W PER ' CLEAR ZONE REQUIREMENT C/l
CG -6 POINT OF CG -6
4' CONCRETE J. CURB & GUTTER FINISHED GRADE CURB & GUTTER 3'
SIDEWALK FLEA, R ZONE, CLEA, R ZONEi
�--� SURFACE �--�
2X 2X 2X 2X
6' PLANTING ;' • '
STRIP 4" UD -4 UNDERDRAIN* 6' PLANANG
4" MOT 21A - VDOT 4" UD -4 4' T STRIP
STONE BASE Sq1 UNDERDRAIN* BASE SUBBASE S70lVE
1.0 5 6 P. 5 B2 5 6
(TRAVEL LANE) (TRAVEL LANE)
32' F /C -F /C
57'
*NOTE: UD -4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/W
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
TYPIC,IL NL'IGHBORHOOD S'TRZRr SL'CTIO)!Y (677' Rl#')
LOCHLYN HILL LA ff ,' PEN PARK CANT
6!S-SSA)? RESZOPATIAL & JfIXED USl' SUBDIVISION STR, RT DESIGN SPEWED.• 25 HPH
*EXIS'TNO PEN PAR1Y LANE TRANSITIONS FROJf "' IVIP -TIP TO 67 )?/-Or STREET S'ECTIO.N
4" MOT 21A
STONE BASE
-5
4" CONCRETE
SIDEWALK
4' w6T 21A
STONE BASE
410
�,-1�_ -6- I 2'
DOT #57, #68, OR #78
STANDARD CG -6 STONE BASE UNDER CURB
CURB & GUTTER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND /OR
AX BACKFILLING.
2' 1 M EXIST. GROUND
(5' MIN.)
EXIST. GROUND
4" CONC.
a d • \ \ \ \ \
a • • \ / \ \ / \ \ /
4" 21 -A STONE BASE
CONCRETE SIDEWALK
NO SCALE
70
1 J " -2" SM -9.5A
SURFACE COURSE
Pft 5#M
3 " -4" BM -25
INTERMEDIATE COURSE
5 " -•8" COMPACTED AGGREGATE
BASE COURSE, VDOT #21A j
OR #2113 DEPENDING ON /
ULTIMATE TRAFFIC LIMITS
AND UNDERDRAINS
COMPACTED -�
SUBGRADE
ASPHALT PAVING - ROADS
NO SCALE .'
`� TRIP GENERATION CALCULATIONS
EXIST. GROUN TRIP GENERATION BASED ON ITE TRIP GENERATION 9ANUAL (8TH EDITION)
20 SINGLE FAMILY (18 DETACHED, 2 ATTACHED) UNITS - CODE 210
ADT: 191 VPD (95.5 ENTER / 95.5 EXIT)
AM PEAK: 15 VPH (4 ENTER / 11 EXIT)
EXIST. GROUND PM PEAK: 20 VPH (113 ENTER/ 7 EXIT)
TRIP GENERATION BASED ON ITE TRIP G NF- RATION MANUAL (8TH EDITION) \
5 TOWNHOUSE UNITS - CODE 230
ADT: 29 VPD (14.5 ENTER/ 14.5 EXIT),
AM PEAK: 2 VPH (1 ENTER/ 2 EXIT)
PM PEAK: 3 VPH (2 ENTER/ 1 EXIT) -`
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
78 FUTURE SINGLE FAMILY DETACHED UNITS - CODE 210
ADT: 746 VPD (373 ENTER / 373 EXIT)
AM PEAK: 59 VPH (15 ENTER/ 44 EXIT)
PM PEAK: 79 VPH (50 ENTER / 29 EXIT)
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
35 FUTURE TOWNHOUSE UNITS - CODE 230
ROAD NOTES ADT: 203VPD (101.5 ENTER/ 101.5 EXIT) TRIP GENERATION LX_ _.J
GRADING PM PEAK: 18 VPH ('12 ENTER / 6 EXIT) 1 7 AM PEAK: 15VPH (3 ENTER/ 13 EXIT) SCALE: 1 = 150 W
C-
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE Z STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL -1 c~c W
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. J G 0
2. - WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED PA VEMEN T U) N
FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH GENERAL CONSTRUCTION NOTES FOR STREETS 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT UJ 06
SUITABLE MA TERIAL TO THE SA TISFACTION OF THE ENGINEER.
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10 THE
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED Rivanna Water & Sewer Authorit RWSA ~ V) ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL METHOD OF CORRECTION. y ( > ~ LLJ
AT ROAD INTERSECT IONS SHALL BE REMOVED. BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF 2 SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND General Water & Sanitary Sewer Notes O m �-
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF _l
PRIOR TD THE CONSTRUCTION OF THE SUBGRADE. CONSTRUCTION. COMPACTION BEFORE BASE IS PLACED. February 2011 �
2. UPON COMPLETION � 0
TION OF FINE GRADING AND PREPARA TION OF THE ROADBED SUBGRADE, J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL LLJ Z
THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE MEETS REQUIRED GRADATION FOR TYPE 1, H, OR 111 PRIOR TO PLACING AGGREGATE BASE. Q
DRAINAGE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT 1) All materials land methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications = U)
1. _ ALL PIPE CUL VERTS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A THIS SURFACE COURSE IS BEGINNING A T THE COMPLETION OF THE INS TALLA T /ON OF THE as adopted by the Albemarle County Service Authority on January 15, 1998, except as modified below or modified in Special Notes. u Q U
A MI'NI'MUM COVER OF ONE 1 FOOT. SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE 1S APPLIED PRIOR TO 60 I--1
O 2) RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior
2. STANDARD UNDERDRAINS CD -1 OR CD -2 OR UD -4'S TO BE PROVIDED AS INDICATED ON DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST DAYS THE PUGMILL REQUIREMENT WILL APPLY. LL_
( � � to the start of an work.
RESULTS FOR APPROVAL. y
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 5. T /HE USE OF AN AGGREGA TE SPREADER IS REQUIRED WHEN PLACING AGGREGA TE BASE. V --
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY ( 20 ) FEET IN LENGTH J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC 6 3) The contractor shall be responsible for notifying Miss Utility (1- 800 -552- 7001).
RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL . BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION �
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN BEFORE SURFACE TREATMENT IS APPLIED. 4) RWSA Engineer (Victoria Fort at (434) 977 -2970 ext. 205) shall be notified three business days prior to the start of construction. LLI
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A 5 All work is subject to inspection b RWSA staff. No tie -ins to the existing system shall be made without coordination with and the
NA TURAL WA TERCOURSE. 7 PIRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT ) p y g y
UNLESS 4. GUARDRAIL LOCH TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCA TION AND APPROPRIA TE (PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission
OTHERWISE NOTED ON PLANS END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA from RWSA. (f)
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 6) For sanitary sewer line construction: RWSA may require bypass pumping for tie -ins to the existing system. All doghouse manholes Z
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THA T DO re connection is made to the system. Z ~
must be pressure-tested befo a y >-
COURSE. REQUIRED, IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED W
(� 7 The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE WIITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY ) g p F� y p � W
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and
FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: INCREASED TO SEVEN (7) FEET.
5. INHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY THE STREETS RIGHT OF WAY subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The �- U
L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. J w 0
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES ALBEMARLE COUNTY Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT -OF -WAY BEFORE SHALL CONFORM TO VDOT STANDARD PE -1. GENERAL CONSTRUCTION NOTES ) p p p (-
BEING COVERED. 7. COMPLIANCE WITH THE MIN /MUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH 8 Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA.
SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. (.1.1
ADHERED T0. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF- WAY, INCLUDING 9 No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan.
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE ) g P P pP g P
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
PLACEMENT OF ROADBED BASE MATERIALS. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURA TEL Y Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA
VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND sewerlines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed Q
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN. professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting
SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 0
NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 10 The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE ) p q ty g g g tY,
APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH TH (V
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone LU
FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, CLEARING, GRADING OR OTHER CONSTRUCT /ON. to the springline of the existing pipe. LU
AS SOON AS POSSIBLE. THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. _
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. ll) New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any a in
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent JOB NO.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED.
OF THE FINAL INSPECTION. 12. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS UNDER TO BE INSTALLED UNDER THE any contamination of the public water system.
6. PAVED, RIP-RAP OR STABILIZA TION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE 112062
SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO 12) All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR SHOWN ON THE ROAD PROFILES. STABILIZE A DRAINAGE CHANNEL. 13) No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers SCALE
TO.EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM for any structure, drainage structures, etc. 1 " -50'
THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO TRAFFIC CONTROL DEVICES. 14) Trees are not permitted in the RWSA easement.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. PIPE -CLASS III. SHEET No.
ELIGIBLE FOR STATE MAINTENANCE. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA 6
STANDARDS FOR THE CONSTRUCTION INDUSTRY 29 CFR PART 1926).