HomeMy WebLinkAboutSDP202100028 Plan - Approved 2021-06-04I
SITE DATA
OWNER/DEVELOPER :
NEW BELVEDERE INC
610 WEST RIO ROAD
CHARLOTTESVILLE, VA 22901
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES
999 SECOND STREET
CHARLOTTESVILLE, VA. 22902
(434)-977 0205
TAX MAP PARCEL No:
POR77ON OF 062A3-00-00-00100
TOTAL PARCEL AREA:
95.753 ACRES (GWAY BLA DB 5294-417) (EN77RE PARCEL)
PROJECT S17F AREA:
LOT H - 0.84 AC
LOT I - 0.98 AC
OPEN SPACE C - 0.13 AC
PARK L - 0.98 AC
BLOCK LOB - 2.93 AC (TOTAL PROJECT AREA)
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ZMA PHASING- PHASE III - BLOCK 10" RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA
ZONING. NEIGHBORHOOD MODEL DISTRICT (NA PER ZMA-2004-0007 W17H BELVEDERE CODE OF DEVELOPMENT
AS LAST REVISED ON JULY 22, 2014
CURRENT USE: VACANT
PROPOSED USE.- 16 TOWNHOME LOTS
MAXIMUM BUILDING HEIGHT 35" MAXIMUM
LOT TABULA77ON 16 TOWHHOME LOTS (SITE PLAN 108) -1.82 ACRES
IMPERVIOUS AREA DWELLINGS & DRIVEWAYS -0.11 ACRES
TOWNHOUSE SETBACKS: FRONT - 8'-W BUILD -TO FROM STREET
SIDE - 5'
REAR - 10'
ROADS & STREETS: ALL PUBLIC STREETS SHALL HAVE CG-6 CURB & GUTTER. NEW PUBLIC STREETS RIGHT-OF-WAY SHOWN HEREON IS HEREBY DEDICATED TO THE
COUNTY FOR PUBLIC USE THIS PLAN PROPOSES TOWNHOUSS ALONG A PRIVATE ALLEY. THE REMAINDER OF THE SUBDIVISION IS PROPOSED WITH
BELVEDERE PHASE 3 BLOCK 10 ROAD PLAN SUB-2021-30.
MAGISTERIAL DISTRICT. RIO MAGISTERIAL DISTRICT
CRI77CAL SLOPES: PRESERVED & MANAGED SLOPES PER ALBEMARLE COUNTY GIS.
CONSERVA77ON & PRESERVA77ON AREAS PER ZMA
STORYWA7ER MANAGEMENT SEE VSMP SUBMI77FD UNDER SEPARATE COVER, KPO-2021-10
WATERSHED: SOUTH FORK RIVANNA (BELOW RESERVOIR)
BOUNDARY SOURCE: EN77RE EXIS77NG TRACT PLAT 91V7SION OF DUNLORA" PREPARED BY WM. MORRIS FOSTER, LAND SURVEYOR, DATED NOVEMBER 1, 1985, REVISED
DECEMBER 20, 1985, RECORDED AT DB 875 PG 331. ROUDABUSH, GALE & ASSOCIATES 2020, DB5294-417, & DB5289-658.
CURRENT BELVEDERE PHASE 3, BLOCK 10 FINAL PLAT TO BE PROVIDED.
TOPOGRAPHY. BARE EARTH DEM FROM LIDAR, SOURCE VGIN (2016). POINT CLOUD FIL7ERED BY RGA, FEBRUARY 2021,
BENCHMARK. RIGHT FRONT BONNET BOLT ON FIRE HYDRANT AT CORNER OF FOWLER STREET AND FARROW DRIVE. ELEV 453.77
DA7UM HORZ. NAVD 83, VERT NAVD 88
FLOODPLAIN: THE PROJECT SITE SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITH FLOOD HAZARD ZONE "AE" FOR
A 100-YEAR FLOOD AS SHOWN ON FEMA MAP 51003CO279D, EFFECTIVE 2/4/2005, THIS DETERMINATION HAS BEEN MADE
BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PREFORMED AS A PORTION OF THIS PROJECT..
STREAM BUFFER- THERE ARE NO STREAM BUFFERS WITHIN THE PROJECT SITE. HOWEVER, THE 100' STREAM BUFFER IS LOCATED ON T,UP 62-2C WHICH IS WITHIN THE
BLOCK 70" AREA.
STEEP SLOPES THERE ARE NO CRI77CAL SLOPES WITHIN THE PROJECT S17£ AREA.
PARKING REQUIRED. (2) SPACES PER SFA UNIT PLUS (1) GUEST SPACE PER EACH (4) UNI IS. 16 UNITS x 2 + (1414) = 36 SPACES REQUIRED
PARKING PROVIDED.- BLOCK 10-8 TOWNHOUES.• (2) SPACE PER GARAGE PLUS (2) SPACE PER DRIVEWAY = 16 UNITS x 4 = 64 PROVIDED
LANDSCAPING: THIS S17E PLAN PROPOSES TOWNHOUES ALONG A PRIVATE ALLEY. THEREFORE, A LANDSCAPING PLAN IS NOT REQUIRED AND NO LANDSCAPING IS
PROPOSED ON THIS PLAN. THE DETAILS FOR THE LANSCAPING FOR THE EN77RE PHASE 3 BLOCK 10 CAN BE SEEN ON THE ROAD PLAN, SUB-2021-30.
STREET TREES WILL BE PROVIDED ALONG PUBLIC ROADS PER CODE OF DEVELOPMENT & COUNTY CODE SECTION J2.7.9, SEE LANDSCAPING PLAN FOR
MORE DETAILS.
LIGH77NG. NO OUTDOOR STREET LIGH77NG IS PROPOSED AT 7H/S 7/ME. UNl7S SHALL HAVE PORCH LIGHTS AND/OR POST LIGHTS THAT WILL EMIT LIGHT THAT IS
LESS THAN 3000 LUMENS ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THA T EMITS
3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM A
ADJOINING R£SIDEN77AL DISTRICIS AND FROM ADJACENT ROADS ALL OU7DOOR LIGH77NG SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY
FROM ADJOINING RESIDEN77AL DISTRICTS AND AWAY FROM ADJACENT ROADS.
RETAINING WALLS: THERE ARE NO RETAINING WALLS PROPOSED WITHIN THIS PROJECT SITE.
CEMETERIES NO EVIDENCE OF A BURIAL SI7E WAS FOUND ON SUBJECT PARCEL.
TRAFFIC GENERA770N.• TRIP GENERA77ON BASED ON 17E 7RIP GENERA77ON MANUAL (107H ED177ON)
16 TOWNHUME UNITS
152 TOTAL GENERATED 7R1PS
AM PEAK- 12 VPH (2 ENTER/10 EXIT)
PM PEAK 22 WH (16 ENTER/6 EXIT)
]RASH RECEPTACLES- ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINERS
FIRE & RESCUE. NO FIRE HYDRANTS ARE PROPOSED ALONG THE ALLEY. SEE SUB-2021-30 FOR MORE INFORMA770N.
ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPEC77ON PERFORMED BY THE BUILDING DEPARTMENT.
THE SUBJECT PROPERTY IS NOT LOCA7ED WITHIN AN AGRICULTURAL -FORESTAL DIS77?1C7:
THIS SI7F IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
STORMWATER MANAGEMENT COMPLIANCE SUMMARY FROM WPO-2021-10 (ENTIRE TRACT
IN ACCORDANCE WITH VIRGINIA ADMINISTRATIVE CODE SECTION 9VAC25-870-55 STORMWATER MANAGEMENT PLANS, THESE PLANS ARE DESIGNED TO
ADHERE TO VIRGINIA CODE IN THESE THREE SPECIFIC AREAS, AMONG OTHERS STORMWATER RUNOFF QUALI-Y, STORMWATER RUNOFF QUANTITY
(CHANNEL PROTECTION), AND STORMWATER RUNOFF QUANTITY (FLOODING COMPLIANCE) AS FOLLOWS:
GENERAL
THE CODE SECTIONS LISTED BELOW ARE SATISFIED IN GENERAL BY PURCHASING CREDITS FOR WATER QUANTITY FOR THE ENTIRE PROJECT AND BY
DISCHARGING CONCENTRATED FLOW BELOW A MAPPED FEMA FLOODPLAIN.
REGARDING WATER QUALITY (9VAC25-870-63 & 65Z
THIS DESIGN PROPOSES BY SATISFACTION OF SECTION 44.15.35, THAT WATER QUALITY IS ACCOMPLISHED BY OFFSITE ALTERNATIVES. BASED ON NEW
DEVELOPMENT OF BELVEDERE PHASE 3 BLOCK 10, THE WATER QUALITY PORTIONS OF THIS PLAN WILL BE SATISFIED WITH PURCHASING 13.31 IB/YR OF
OFFSITE NUTRIENT CREDITS IN THE SAME OF ADJACENT HYDROLOGIC UNIT CODE (02080204). COMPLIANCE OF 9VAC25-870-65.F: OFFSITE
ALTERNATIVE IAW 9VAC25-870-69 PURCHASE OF NUTRIENT OFFSET CREDITS IS PROPOSED AND AFFIRMED. JUSTIFICATION FOR OFFSITE CREDITS HAS
BEEN PROVIDED UNDER SEPARATE COVER (02/11/2021),
STORMWATER QUANTITY QUANTITY COMPLIANCE (9VAC25-870-66 PART B SPECIFICALLY DEALS WITH870-66 PART B SPECIFICALLY DEALS WITH
CHANNEL PROTECTION):
STORMWATER RUNOFF COLLECTED WITHIN THE BLOCK 10 PROJECT WILL BE CONVEYED THROUGH A MANMADE CONVEYANCE NETWORK TO AN OUTFALL
AT THE RIVANNA RIVER. THE NONEROSIVE PASSAGE OF THE 2-YEAR EVENT WILL DISCHARGE AT THE NORMAL RIVER ELEVATION (NRE) OF THE
RIVANNA RIVER, AN ADEQUATE CHANNEL AT OR BELOW THE "1% RULE" LIMIT. THIS DETERMINATION IS DOCUMENTED IN A SEPARATE SUBMITTAL TO
ALBEMARLE COUNTY (02/11/2021)..
THE PROJECT IS IN COMPLIANCE OF CHANNEL PROTECTION, AS MANMADE IMPROVEMENTS (SECTION 1.A) WILL BE UTILIZED ALL THE WAY TO THE NRE
OF THE RIVANNA. THIS IS THE POINT OF ANALYSIS OF THE SYSTEM AND THE 1% RULE (SECTION 4.A) REMOVES ANY NEED TO FURTHER DEMONSTRATE
CAPACITY OF THE CHANNEL AND NEGATES ANY NEED FOR DETENTION OR ENERGY BALANCE PROVISION. WHILE THE UNDETAINED AREAS HAVE BEEN
DESIGNED AS SHEET FLOW IN ACCORDANCE WITH 870-66.D
STORMWATER QUANTITY COMPLIANCE (9VAC25-870-66 PART C SPECIFICALLY DEALS WITH
FLOOD PROTECTION):
PER SECTION C.2.A, THIS PROJECT IS IN COMPLIANCE OF FLOOD PROTECTION REQUIREMENTS. THE ENTIRE 10-YEAR PEAK FLOW IS CONFINED WITHIN
PIPES AND CONVEYED TO THE OUTFALL, BELOW A FEMA MAPPED FLOODPLAIN. WHILE THE UNDETAINED AREAS HAVE BEEN DESIGNED AS SHEET FLOW
IN ACCORDANCE WITH 870-66.D
VICINITY MAP
SCALE: 1 "=1000 FEET
LEGEND
EXISTING INTERMEDIATE CONTOUR 334
EXISTING INDEX CONTOUR 300-
PROPOSED CONTOUR
EXISTING EDGE OF PAVEMENT - — — EX. EP
PROPOSED EDGE OF PAVEMENT EP
EXISTING CURB AND GUTTER EX. C&G
PROPOSED CURB AND GUTTER CG-6
15" RCP
EXISTING STORM SEWER
PROPOSED STORM SEWER 15" RCP
EXISTING SANITARY SEWER — S — S — S —
PROPOSED SANITARY SEWER
PROPERTY LINE
EASEMENT LINE
CENTERLINE —
LIMITS OF CLEARING AND/OR GRADING ■■■■■owwwom■■wns
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION +12.0
EXISTING TREE DRIP LINE
EXISTING TREE
PROPOSEDTREE 0 OAK
EXISTING WATERLINE
PROPOSED WATERLINE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER VALVE
PROPOSED WATER METER
EXISTING REDUCER
PROPOSED REDUCER
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
BENCHMARK
SOILS BOUNDARY
PROPOSED STREET NAME SIGN
EXISTING SIGN
PROPOSED SIGN
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
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CONTRACTOR'S RECORD DRAWING CERTIFICATION STATEMENT:
(SEE SHEET 2 FOR RECORD DRAWING REQUIREMENTS)
THIS HAND MARKED SET OF DRAWINGS HAS
BEEN REDLINED" TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED
DESIGN DRAWINGS ANY 17EMS NOT REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE
WITH 7HE DESIGN AS SHOWN".
NAME, 1771E
DATE
----------(CON7RACTOR)
NOTE.•
1. APPROVAL OF ROAD PLANS IS ONLY FOR THE ELEMENTS WITHIN THE RIGHT-OF-WAY. APPROVAL OF ROAD PLANS DOES
NOT GRANT APPROVAL OF THE FINAL SITE PLAN, OR ITEMS OUTSIDE OF THE RIGHT-OF-WAY, SUCH AS PARCEL
BOUNDARIES, OPEN SPACE LOCATIONS, ETC.
2. PUBLC STREET RIGHT-OF-WAY SHALL BE DEDICATED TO ALBEMARLE COUNTY PUBLIC USE IN ACCORDANCE WITH ALL
APPLICABLE SECTIONS OF THE ALBEMARLE COUNTY CODE.
3. ASSOCIATED PLANS WITH THIS PARCEL:
3.1. PRELIMINARY SUBDIVISION PLAT (SUB-2020-139, CONDITIONAL APPROVAL ON 09/25/2020)
3.2. INITIAL SITE PLAN BELVEDERE PHASE 3 BLOCK IDA (SDP-2019-79) (PREVIOUSLY SUBMITTED)
3.3. FINAL SITE PLAN BELVEDERE PHASE 3 BLOCK I DA (SDP-2021-14) (PREVIOUSLY SUBMITTED)
3.4. ROAD & UTIUTY PLAN (SUB•202130) (PREVIOUSLY SUBMITTED)
3.5. STORMWATER MANAGEMENT PLAN (WPO-2021-10) (PREVIOUSLY APPROVED)
3.6. RETAINING WALL DESIGN PLANS
3.7. INITIAL SITE PLAN BELVEDERE PHASE 3 BLOCK IOB (THIS PLAN)
*OPEN SPACE TO BE DEDICATED & MAINTAINED BY 774EHOA
-I a AT► 11
SHEET 1
COVER SHEET
SHEET 2
STANDARD NOTES
SHEET 3
EXISTING CONDITIONS & DEMOLITION PLAN
SHEET 4
BOUNDARY & LOT DATA
SHEET 5
SITE LAYOUT PLAN
SHEET 6
GRADINGAMUTY PLAN
SHEET 7
SIGHT DISTANCE PROFILE
SHEET B
CONSTRUCTION NOTES & DETAILS
APPROVED
by the Albemarle County
Community Development Department
Date June 4, 2021
File # SDP20210OO28
Application Type Initial Site Plan
Lead Reviewer: Cameron Langille
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
DATE
PLANNING / ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VA. DEPARTMENT OF TRANSPORTATION
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DATE:
04-05-2021
SCALE:
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JOB:
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SHEEP:
1 OF 8
GENERAL CONSTRUCTION NOTES
PLAN NOTES
1. THE OWNER MAY ACT AS THE PROJECT MANAGER OR DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL
REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO
RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS,
AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES.
4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
DRAINAGE CHANNEL.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE
CONTRACTOR.
6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS
(LATEST EDITION).
8. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN.
WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
9. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
10. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER
THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH
FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL
NOT DISCHARGE THROUGH A BACKWATER VALVE.
EARTHWORK. DRAINAGE. & SITE CONDITIONS
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL.
3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS
OTHERWISE STATED WITHIN THE PLANS..
5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT
THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING
COMPLETION FOR ADVICE AND CONSENT.
UTILITIES & DRAINAGE SYSTEMS
UTILITIES
1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S
EXPENSE.
2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE
NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION CONTRACTOR SHALL NOTIFY MISS UTILITY 1-800-552-7001 AND/OR
THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED,
AND TO HAVE THEM REMOVED OR RELOCATED OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER IF THE METHOD OF PROTECTION IS
NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND
REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR
SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR
THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE
WITH UTILITIES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS
FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL
EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL
SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND
NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT
TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY.
5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A REDLINE" SET OF
PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS.
DRAINAGE SYSTEMS
1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL
BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE
CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR
ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE
CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION.
4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE
DISPOSED OF LAWFULLY.
6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE.
7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED
OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE
PROJECT MANAGER.
CONCRETE & ASPHALT
1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE
CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION.
2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS.
3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING.
4. 1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY
ENTRANCES AT EACH END OF HANDICAP RAMPS SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE
SIDEWALKS ARE PLACED AGAINST THEM.
5. ALL EXISTING CURBS CURB & GUTTER SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT.
6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR,
BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC.
7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR.
8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO THE ELEVATION
OF THE TOP OF THE ASPHALT LAYER.
TRAFFIC & SIGNAGE
1. ALL 'NO PARKING" REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT MANAGER.
2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS AND THE
PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREET'S OWNER OR AUTHORITY.
3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR EMERGENCY
VEHICLES SHALL BE MAINTAINED AT ALL TIMES.
4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE
HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK.
5. CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE SHALL BE
BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES ARE
CONSTRUCTED.
6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED FOR CONSTRUCTION.
PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN PLACE AT ALL TIMES.
COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE.
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CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE
1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE
ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS AS THE CONTRACTOR LEAVES THEM MUST COMPLY WITH ALL APPLICABLE STATE AND
LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND
REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE
ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING
ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE
FOLLOWING:
1.1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY
DIRECTION.
1.2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.37) FOR A MAXIMUM OF SIX (6) FEET.
1.3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER
FOOT OR NOMINALLY 2.07) IN ANY DIRECTION.
1.4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH
AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20
(5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR CROSS SLOPE.
WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.07), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF
1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH
END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE.
1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A 'LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED
AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.087) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE
NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING
CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.)
1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR
SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF
JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR
MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY
RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTS PLACED BY THE
CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA
REQUIREMENTS.
1.7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED
OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL
COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE.
2. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO
COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN AN EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL
BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE
NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE
TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR
PART 1926).
ALBEMARLE COUNTY 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 TEST 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 5MPH 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.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT
SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT
THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST
NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION
FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
5. 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.
6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1
HORIZONTAL: VERTICAL. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE
CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE.
8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT
THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE
DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S 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.
9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C).
10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF
VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY.
12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS.
ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN.
13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION
DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE
ALLOWED.
14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO
ACCEPTANCE SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING
ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN
ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO
THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO
ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED.
15. ROAD PLAN APPROVAL 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.
16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT
ACCESS.
17. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG
POINTS.
18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS
AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN
ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF
HIGH -DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE
MANUFACTURER SHOULD HOLD A PRE- CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A
MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION.
CONTRACTOR'S RECORD DRAWING REQUIREMENTS
CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS
ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF 'REDLINES". 'REDLINES" SHALL
REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION.
PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S
RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE
'REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW:
1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED.
2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER
RELEVANT INFORMATION
3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK
HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES'
4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED'
5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR
RELATED DOCUMENTS
6. USE CLEAR LETTERING
7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR 'X" THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO
TO THE SIDE AND REDLINE THE REPLACEMENT VALUE.
8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION,
INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC
9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER
LATERALS)
10. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS
11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE
CONSTRUCTION PROCESS
12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC.
SHALL BE REDLINED.
13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK,
UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC.
14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING
15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS
CERTIFICATION STATEMENT:
THIS HAND -MARKED SET OF DRAWINGS HAS BEEN 'REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO
THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE
'CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN".
NAME, TITLE
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NO GHTLINESTHATCUTTHROUGH LOTS DECKS AND/OR
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FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE
15
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OBSTRUCTIONS.
2. STREET TREES LOCATED IN THE SIGHT DISTANCE
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HEIGHT OF THE LOWEST AUXILIARY BUD IS 6' FROM THE
L—
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3 LANDSCAPING PLANTS AND TREES ADJACENT TO THE
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ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NTS
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8.1
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LITERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED ,THE TOP (CROWN) ELEVARON OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST Q2' HIGHER THAN THE
TOP CROWN ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO E MAN OlE
2. SEWER LATERALS TAPPED INTO AN E70S71NG SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL RE 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 SERVICE LATERAL
SECTION
45'0'0"
IN LINE WYE-TEE
PLAN
VARIES
e
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
ro-33
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
24" IN INITIAL BACKFlLL 24' IN
MIN MIN. MIN MIN.
. 6" BEDDING
,y68 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
y68 STONE
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
a I INITIAL BACKFlLL a MI
UNSTABLE
SOIL\ MIf1O MIN r MIN MIN. /j65 STONE
.GRANULAR FILL AS f.
== �APPROVED BY ACSA �\
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 BACKFlLL.
3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 8" 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
ro-2
NOTE: HYDRANT MUST BE
EQUIPPED WI1H CHARLOTTES-
MLLE THREADS WHICH IS
Q THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN
(272' TO 7d
0T
78'-22" ALVE
W. FT.
//68 STONE
42"MIN GATE
•".i VALVE
TEE
2500 P.5.1. CONCRETE •.'s `
BASE AND THRUST •`"r:')1•���
BLOCK ACAINSF `•
UNDISTURBED STABLE
SOIL. STEEL PILE
RESTRAINED JOINT FITTINGSWHENTHE SOIL IS DISNRBED OR EN
A HYDRANT IS LOCATED IN A FlD" IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
I. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE
2 MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
INCLUDING DITCHES
S 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
REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL 8E PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
TD-8
TO-9
Top View
n
6" MINIMUM
° Q
4" MINIMUM
q 4.4
NOTE: RESTRAINED JOINT flTTNGS
- Side View
- - - - - 42" Minimum - e
II. a
Cartincatbn or 95x
comPocttm required
a'.
Galvanized Steel Ream,
W12 x 14 (min. size)
3' min. penetration Into undisturbed '
soil or as approved by the � c
ACSA.
TYPICAL THRUST BLOCK IN FILL AREA
NTS
FIG. W-38
REMAINING BACKFlLL SHALL
NOT CONTAIN ROCK MATERIAL
INJ
LARGER THAN 5" IN ANY
DIMENSION
24 MI
8"MIN
INTIAL BACKFl"' LL
EMBEDMENT
(6" LIFTS)
0 THOROUGHLY COMPACTED
SPRING LINE
BY HAND OR APPROVED
OF PIPE
O
MECHANICAL TAMPER
HAUNCHING
NO. 68 STONE
BEDDING 8" max
4" min
OUNOATION SHALL BE
REQUIRED WH N SOIL
CONDITIONS ARE UNSTABLE
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH N0. 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 8"
BEDDING OF NO. 68 STONE'
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD-34
BID
PUCE 5' GALVANIZED °WITNESS "POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
c
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
I
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
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ADJUSTABLE TRAFFIC RATED
I,
I VALVE BOX W/ LID
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2500 P.S.I.
'
CONCRETE
'g ° 2'x 2' BEARING AREA.
THRUST BLOCK
•. A
°
NOTE : IN REMOTE AREAS,
VALVE BOXES SHALL EXTEND SIX (8) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
FRAME &COVER
(SEE FIG. S-I-D,E)
STREET SURFACE OR
NON -PAVED AREA
SLOPED AREA
"• \ Y=i
1'-0" MAX
RUBBER COATED STEEL IP
STEPS CAST IN PLACE 3'-0 MIN
PRECAST REINFORCED
CONCRETE SECTIONS 1�IN
0" RING SEALS • 1T X
MINIMUM ELEVATION T
DIFFERENCE ACROSS M.H. 5"
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE ° VARIES
CHANNEL TO BE FILLETS
3/4 DIAMETER OF ,
CONTRIBUTING -- •`--�--
SEWER. ` • _
A FILLETED INVERT OR A SM00
' ° ° •, d': 12"
TRANSITION OF FLOW BETWEEN
INLET &OUTLET PIPE SHALL BE
PROVIDED. MIN. 6" BEDDING
NOTE : W/ N0. 88 STONE
t. 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-1-A
TD-25
COVER LIFT NOTCH
14 1/2"
12 1/2" 12 3/8"
WATER
•'• CAST IRON UD
,• 78" METER BOX
tD'N,ry N, Iti
1r •l•
iry
PIPE SLOT
(2 PLACES)
DDI
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
- FIG. W-7
TD-13
T LDMPRESSION x }/{• MALE PIPE
DR APPROVED EWAL
0
\
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/ ION USF ON ATTACHED %IaE FAMM1T
RESIDENTIAL EERNCEB DR DUAL RE9CENRAL
AND IRmcanox sERNmEs
1'xt'xt' rEE
NO SMFATfD FlTIINCE
z,
DUAL SERVICE
R
1' COMPRESSION x 3/4' MATE PIPE CWP{INC
DR APPROVED EQUAL
1" TYPE 'N'
SOFT COPPER
0
FOR USE ON DETAaIED RINOLE FAWLY
RESPoENnAL SFRYCE wIERE AN IRRIWnON
METER x: NOT PROVAED.
SINGLE SERVICE
NOTE:
Q SADDLES SHALL BE USED ON PVC PIPE,
CAST IRLN ND
"NiNiED GRADE
(( s-
,WYM.
WPI 1/8 BEND CMq� / /], y
--� �mRPeeanoN sraP
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TYPICAL SERVICE
LATERAL INSTALLATION
(5/8"
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NTS
FIG. W-BA
TD-10
Z
L3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
c CHANNEL 1/4" : 1' MIN
BRANCH
2"
FLEXIBLE CONNECTION -/ NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
1- BE CORED AND A FLEXIBLE
CONNECTION " BOOT "
o INSTALLED
TYPICAL MANHOLE PLAN I
SHOWING BRANCH TIE - IN
NTS
FIG. S-I-B
1UU
N
ro-27
in
VARIES ALVE BOX
4" DIAMETER BRANCH
AND VALVE
M.J. PLUG
VARIES
WATER MA RESTRAINED JOINT FITTINGS
ON-LINE
(TYPE NB")
VARIES THREADED COUPLING
PVC SLEEVE BRASS NIPPLE AND PVC
'b
CAP
j LUBRICATE ALL THREADS
THRUST BLOCK la METER BOX (SEE FIG. W-7)
VALVE
N0. 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
FIG. W-e
TD-19
NISHED GRADE
AIR RELEASE VALVE
BRASS OR BRONZE PIPE BRONZE GATE
NN oo gg VALVE
rPIOS�BLERADE
SOLD CEMENT tlLOCKS -
CRUSHED STONE
COPPER" SOFT
ORPORATION STOP
NOTES:
1) A PRECAST MANHOLE CONE AND COVER NgTH WATER CAST ON LID FOR TRAFFIC
AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL,
SHALL BE USED.
2) FOR WATF°RUNES SMALLER TH/yJ 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER
LINES 12 AND URGER USE 2 A.R.V. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE (ARV)
NTS
FIG. W-9
fD-20
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<L
g _
'^T.'
gSp
yy
P9 w
2'-}T0"
I
8' PIPE 8'
tP01612po!
'
CONCRETE ENCASEMENT
SECTION A -A
NOT TO SCALE
LL
MATERIAL `--� A
ELEVATION
DOT NO 7
NE BEDDING
7
INS wtT 06,
NOTES t. WHERE LESS THAN Y OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT
YA
BE REQUIRED.
2 WHEN BEDROCK IS ENCOUNTERED AND COVER SEALS OR EXCEEDS S. THE TRENCH SHALL
BE BACKFILLED MATH COMPACTS) 27A STONE AND TOPPED VMTH 18" OF V007 CLASS 1 RIPRAP.
SEWER
TYPICAL STREAM CROSSING
N.T.S
FIG. S-7
TD-38
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DESIGNED BY:
MSK
DRAWN BY:
MSK
CHECKED BY:
JLT
DATE:
04-05-2021
SCALE:
AS SHOWN
JOB:
8438
SHEET:
8 OF 8