HomeMy WebLinkAboutSUB201800012 Plan - Approved Road Plan and Comps. 2018-05-18SITE DATA
914 MONTICELLO ROAD
1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS
CHARLOTTESVILLE, VA. 22902
PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
OWNER /DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT., DAVE BROCKMAN
1005 HEATHERCROFT CIRCLE, SUITE 400 CELL: (702)-985-9088
TAX MAP PARCEL No:
A PORTION OF 055EO-01-7A-00000
ZONING:
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
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CROZET, VA 22932 dove®oldtrailvillage.com
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PLAN PREPARER, ROUDABUSH GALE & ASSOCIATES
USE.,
14 SINGLE FAMILY ATTACHED UNITS
BUILDING HEIGHT.,
3 -STORY
BLOCK 7
PHASE 2
ROAD & UTILITY PLAN
914 MONTICELLO ROAD
1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS
CHARLOTTESVILLE, VA. 22902
PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
(434)-977-0205
TAX MAP PARCEL No:
A PORTION OF 055EO-01-7A-00000
ZONING:
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
PRESENCE ON ANY SUCH SUBSTANCE.
OF ZMA 2015-00001 APPROVED FEBRUARY 10, 2016
3.THECONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES.
ENTRANCE CORRIDOR OVERLAY DISTRICT
THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN
STEEP SLOPES (MANAGED) OVERLAY DISTRICT
USE.,
14 SINGLE FAMILY ATTACHED UNITS
BUILDING HEIGHT.,
3 -STORY
SETBACKS:
FRONT, SIDE AND REAR: 0' MINIMUM
I
FRONT 25' MAXIMUM
PROJECT AREA:
0.69 ACRES
AREA SUMMARIES:
TOTAL - 0.69 ACRES
CONSTRUCTION INDUSTRY (29 CFR PART 7926).
LOTS - 0.52 ACRES
7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST
PRIVATE ROW - 0. 17 ACRES
LOT AREAS:
LOT 13 1,415 SF LOT 20 1,701 SF
8. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR
LOT 74 1,008 SF LOT 21 1,701 SF
FLAG PERSONS TO ENSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE
LOT 15 1,003 SF LOT 22 2,215 SF
DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREET'S OWNER AND AUTHORITY.
LOT 16 1,002 SF LOT 23 2246 SF
9. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC
LOT 17 1,003 SF LOT 24 1,700 SF
RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL
TIMES.
LOT 18 1,477 SF LOT 25 1,700 SF
15" RCP
--r'ti-
LOT 19 2,167 SF LOT 26 2,242 SF
GROSS RESIDENTIAL DENSITY.:
20.3 UNIT/ACRE
MAGISTERIAL DISTRICT:
WHITE HALL MAGISTERIAL DISTRICT
STORMWATER MANAGEMENT
AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN (WPO20160009), APPROVED
O - --
4/25/2016
WATERSHED:
LICKINGHOLE CREEK
BOUNDARY SOURCE,
SUBDIVISION PLAT BLOCK 7A OLD TRAIL VILLAGE OS 4954 PG 16
SUBDIVISION PLAT BLOCK 7B OLD TRAIL VILLAGE DB 4954 PG 18
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SUBDIVISION PLAT BLOCK 7A, PHASE 1 OLD TRAIL VILLAGE DB 5024 PG 429
TOPOGRAPHY:
LOUISA AERIAL SURVEYS, AUGUST 2012
--
ROUDABUSH GALE & ASSOC. TOPOGRAPHIC FIELD .SURVEY FROM JUNE 2015, AUGUST
2015, NOVEMBER 2016 AND JULY 2017.
BENCHMARK:
TOP OF EXISTING STORM SEWER INLET #219 AT 682.30
DATUM:
VERTICAL - NAVD 88, HORIZONTAL - NAD 83
FLOODPLAIN:
THIS PROJECT IS LOCATED WITHIN 'ZONE X" AS SHIOWN ON FLOOD INSURANCE RATE
MAP. COMMUNITY PANEL NUMBER 510003C 0237 D. EFFECTIVE DATE FEBRUARY 4.
SLOPES TO BE SEEDED, MULCHED & TACKED
2005.
PARKING REQUIRED:
1.5 SPACES FOR EVERY ONE -BEDROOM UNIT PLUS ONE (1) GUEST SPACE FOR FOUR (4)
UNITS
(6 * 1.5) + (6/4) = 10.5 PARKING SPACES
VEHICLES PER DAY COUNT
TWO (2) PARKING SPACES FOR EVERY UNIT PLUS ONE (1) GUEST SPACE FOR FOUR (4) UNITS
\
-- -
(8 * 2) + (8/4) = 78.0 PARKING SPACES
TOTAL REQUIRED = 28.5 SPACES
PARKING PROVIDED:
11 SPACES (6 DRIVEWAY SPACES + 5 ON -STREET PARKING SPACES)
PROPOSED STREET NAME SIGN
32 SPACES (TWO GARAGE SPACES + TWO DRIVEWAY SPACES)
EXISTING FLOODPLAIN
TOTAL PROVIDED = 43 SPACES
PROPOSED IMPERVIOUS AREA:
29,210 SF
PROPOSED TURF AREA:
1,245 SF
LIGHTING:
1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3„000 LUMENS.
EXISTING TREE DRIP LINE
2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE
SANITARY MANHOLE IDENTIFIER
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED
EXISTING TREE
OR SHIELDED TO REFLECT LIGHT AWAY FROM ,ADJOINING RESIDENTIAL DISTRICTS
STORM DRAIN STRUCTURE IDENTIFIER 1A
AND FROM ADJACENT ROADS.
J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT
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 SOUTH FORK RIVANNA RESERVOIR WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
GENERAL CONSTRUCTION NOTES
BLOCK 7
PHASE 2
ROAD & UTILITY PLAN
VICINITY MAP
SCALE: 1'=1000 FEET
PLANNOTES
5.CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND
1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS
IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH
PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS
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SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE
-. --_-32 -------
PRESENCE ON ANY SUCH SUBSTANCE.
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3.THECONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES.
UTILITES& DRAINAGE SYSTEMS
THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN
-" "" -1`
D,;
UTILITIES
4.PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS
i.ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
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I
2.THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES.
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6. ALL EXCAVATIONFOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
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CONSTRUCTION INDUSTRY (29 CFR PART 7926).
(1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE
7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST
rlll01
EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION).
RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL
8. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR
c°°, Rid -
FLAG PERSONS TO ENSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE
RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES
DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREET'S OWNER AND AUTHORITY.
I,
9. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC
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
RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL
TIMES.
BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH
UTILITIES
15" RCP
--r'ti-
PROPOSED REDUCER
► W
F
HANDICAP RAMP (CG -12)
J
O - --
DENOTES LO TION STD.
-�/
PROPOSED SANITARY SEWER
--------- C-
AL
C.ANO OR JURISDICTIONAL
IE
STANDARD MP CONSTRUCTION
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x
PARKING INDICATOR
12
PROPERTY LINE
--
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
EASEMENT LINE
- ---
BENCHMARK
CENTERLINE
---
CRITICAL SLOPE
LIMITS OF CLEARING AND/OR GRADING -
SLOPES TO BE SEEDED, MULCHED & TACKED
EXISTING SPOT ELEVATION
+12.0
VEHICLES PER DAY COUNT
1,231, VPD
\
-- -
BLOCK 7
-
PH. 2
PROPOSED STREET NAME SIGN
+
EXISTING FLOODPLAIN
EXISTING SIGN
STREAM BUFFER
PROPOSED SIGN
�-
EXISTING TREE DRIP LINE
SANITARY MANHOLE IDENTIFIER
01
EXISTING TREE
EX. 15' uAK
STORM DRAIN STRUCTURE IDENTIFIER 1A
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VICINITY MAP
SCALE: 1'=1000 FEET
PLANNOTES
5.CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND
1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS
IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH
PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS
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.
SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE
-. --_-32 -------
PRESENCE ON ANY SUCH SUBSTANCE.
LP
3.THECONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES.
UTILITES& DRAINAGE SYSTEMS
THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN
-" "" -1`
ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES.
UTILITIES
4.PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS
i.ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE.
5.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
2.THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES.
DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR.
CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST
6. ALL EXCAVATIONFOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY
CONSTRUCTION INDUSTRY (29 CFR PART 7926).
(1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE
7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST
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
EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION).
RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL
8. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR
CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S
FLAG PERSONS TO ENSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE
RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES
DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREET'S OWNER AND AUTHORITY.
SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE
9. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC
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
RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL
TIMES.
BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH
UTILITIES
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.
TALL 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.
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 MAI NTAINEDAND 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.
T 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.
5.11HE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER
BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
APPROVED
by the Albemarle County
Community Devi !opmec' Department
Date i I `�_JA
File_ (1 cult'' -- E KY'2
SHEET INDEX
SHEET 1 --------- COVER SHEET
SHEET 2 --------- EXISTING CONDITIONS & DEMOLITION PLAN
SHEET 3 --------- SITE PLAN
SHEET 4 --------- GRADING PLAN
SHEET 5 ---------DRAINAGE AREA MAP
SHEET 6 --------- PROFILES
SHEET 7 ------- TYPICAL SECTIONS, NOTES & DETAILS
SHEET 8 --------- CONSTRUCTION NOTES & DETAILS
SHEET 9 --------- ACSA WATERLINE DETAILS
SHEET 10 --------- ACSA SANITARY SEWER DETAILS
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.
APPROVALS
LEGEND
DATE
PLANNING / ZONING
ENGINEERING
INSPECTIONS
EXISTING INTERMEDIATE CONTOUR
-. --_-32 -------
PROPOSED TREE
LP
EXISTING INDEX CONTOUR
--- '---- 30
EXISTING WATERLINE W/ TEE
-" "" -1`
PROPOSED CONTOUR
20
PROPOSED WATERLINE W/ TEE
W
EXISTING EDGE OF PAVEMENT
- EX. EP _
EXISTING FIRE HYDRANT
PROPOSED EDGE OF PAVEMENT
- EP -------
PROPOSED FIRE HYDRANT
¢-
EXISTING CURB AND GUTTER
- - EX. C&G - - -
EXISTING WATER VALVE
PROPOSED CURB AND GUTTERCG-6
PROPOSED WATER VALVE
- 8 W
CGCG 6OLL-TOP-TOP
TRANSITION FROM CG -6 ROLL-TOP
PROPOSED WATER METER
�
EXISTING STORM SEWER
EX. 15" RCP_
EXISTING REDUCER
►
PROPOSED STORM SEWER
15" RCP
--r'ti-
PROPOSED REDUCER
► W
HANDICAP RAMP (CG -12)
EXISTING SANITARY SEWER
O - --
DENOTES LO TION STD.
-�/
PROPOSED SANITARY SEWER
--------- C-
AL
C.ANO OR JURISDICTIONAL
IE
STANDARD MP CONSTRUCTION
PARKING INDICATOR
12
PROPERTY LINE
--
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
EASEMENT LINE
- ---
BENCHMARK
CENTERLINE
---
CRITICAL SLOPE
LIMITS OF CLEARING AND/OR GRADING -
SLOPES TO BE SEEDED, MULCHED & TACKED
EXISTING SPOT ELEVATION
+12.0
VEHICLES PER DAY COUNT
1,231, VPD
PROPOSED SPOT ELEVATION+12.0
LIMITS OF DEMOLITION
XXXXXXXX -
PROPOSED STREET NAME SIGN
+
EXISTING FLOODPLAIN
EXISTING SIGN
STREAM BUFFER
PROPOSED SIGN
�-
EXISTING TREE DRIP LINE
SANITARY MANHOLE IDENTIFIER
O
EXISTING TREE
EX. 15' uAK
STORM DRAIN STRUCTURE IDENTIFIER 1A
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.
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
DATE
PLANNING / ZONING
ENGINEERING
INSPECTIONS
ARCHITECTUAL REVIEW BOARD
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VA. DEPARTMENT OF TRANSPORTATION
REVISIONS
03/28/2018
COUNTY COMMENTS
05/02/2018
COUNTY COMMENTS
DATE
JAN. 12, 2018
SCALE
AS SHOWN
CONTOUR INTERVAL
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i
MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE
REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE
MAINTAINED, OR PRIVATE STREETS THAT ARE TO BE ACCEPTED
BY ALBEMARLE COUNTY:
1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS 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.
Upstream
Structure
CC -2
NOTES[
Total Flow
(cfs)
Upstreaminvert
(ft)
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE,
Length
(ft)
Z
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
Manning's
n
Maximum Flow
(cfs)
4000 PSI IF PRECAST.
4
PS
PERMANENT
3. CURB HAVING A RADIUS OF 300 FEET OR LESS
IPLONG FACE OF CURB) WILL BE PND FOR PS
EX/ST/NG GROUND
SEED/NG -
3 3
RADIAL CURB.
0.5
2.92
p, THE DEPTH OF CURB MAY BE REDUCED AS MUCH
'•
97.50
115" DEPTH) OR INCREASED PS MUCH AS
3" (21" DEPTH)IN ORDER THAT THE BOTTOM
OF CURB WILL COINCIDE WITH THE TOP OF A
'•
m
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE. THE DEPTH IS TO BE 18" AS SHOWN. a
3.72
3.72
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH,
d' d
D� ' p�- ° p
SURFACE
6 CG -2 1S TO BE USED ON ROADWAYS MEETING
0.000
0.50
THE REQUIREMENTS FOR CG -6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,
IN THE SECTION ON GS URBAN STANDARDS.
o. e,
675.44
177.30
2.34
18
0.013
8.04
BASE
8.85
677.85
671.80
6-7
6-6
0.220
2" RADIUS
°
SUBBASE
I I
172.20
1.07
d.
6..
5.11
BE DOe T D. SURFACE
d. d. .
6.03
681.49
D
6-6
6-5
A' BASE
0.85
1.35
SUBBASE
681.43
161.10
6"
18
0.013
12"
5.88
5.88
ACCEPTABLE ALTERNATIVE
681.90
6-5
IF CURB IS EXTRUDED
0.000
0.50
SPECIFICATION
685.90
684.78
`VDOT
REFERENCE
STANDARD 611 CURB
0.013
ROAD AND BRIDGE STANDARDS
I05
REVISION DATE I SHEET 1 OF 1
502
VIRGINIA DEPARTMENT OF TRANSPORTATION
6-3A
201.01
MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE
REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE
MAINTAINED, OR PRIVATE STREETS THAT ARE TO BE ACCEPTED
BY ALBEMARLE COUNTY:
1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS 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.
4" 3000 PSI "'"
CONCRETEII I VDOT ST'D
114": 1' 0 IS I I
N
4" 3000 PSI CONCRETE
�1-1�1=1�1-1�1�1II� ..�.-_':, +..>^:cz;.-.__:+.:;•r;e�:�,.,:"'` I�L�1I1-1I1�1I1-1�I�
- -III-IIIIIIII III III I III -III II -
4 vgoT 2fa All III III nl III
STONE BASE
TYPICAL SIDEWALK SECTION
N.T.S.
Face of Cure `j�� Invert une uN //- Face of Curb
a I �
.T. TX.
Rofflop Curl) Curb Std. CG -6
N.T.S. N.T.S.
Source: VDOT Road Design Manual, Appendix B Source:: VDOT Road Design Manual, Appendix B
5' TRANSITION
EDGE OF PVIMT./ GUTTER PAN
ROLLTOP FACE OF CURB
CURB
FACE OF DI _3 BACK OF
CURB BACK OF _ CURB
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.
STORM SEWER COMPUTATIONS
ADT PLAN
N.T.S.
Downstream
Structure
Upstream
Structure
Area
(Acres)
Runoff
Coef.
Total Flow
(cfs)
Upstreaminvert
(ft)
"INING
Length
(ft)
Z
Pipe Size
(in)
Manning's
n
Maximum Flow
(cfs)
Upstream Velocity
(fps)
Downstream Velocity
(fps)
PS
PERMANENT
AF TO EXISTING
GROUND, TYP.
EX/ST/NG GROUND
SEED/NG -
3 3
0
0.5
2.92
675.09
B/M
97.50
TREATMENT 1
V - DITCH
0.013
4" 3000 PSI "'"
CONCRETEII I VDOT ST'D
114": 1' 0 IS I I
N
4" 3000 PSI CONCRETE
�1-1�1=1�1-1�1�1II� ..�.-_':, +..>^:cz;.-.__:+.:;•r;e�:�,.,:"'` I�L�1I1-1I1�1I1-1�I�
- -III-IIIIIIII III III I III -III II -
4 vgoT 2fa All III III nl III
STONE BASE
TYPICAL SIDEWALK SECTION
N.T.S.
Face of Cure `j�� Invert une uN //- Face of Curb
a I �
.T. TX.
Rofflop Curl) Curb Std. CG -6
N.T.S. N.T.S.
Source: VDOT Road Design Manual, Appendix B Source:: VDOT Road Design Manual, Appendix B
5' TRANSITION
EDGE OF PVIMT./ GUTTER PAN
ROLLTOP FACE OF CURB
CURB
FACE OF DI _3 BACK OF
CURB BACK OF _ CURB
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.
STORM SEWER COMPUTATIONS
ADT PLAN
N.T.S.
Downstream
Structure
Upstream
Structure
Area
(Acres)
Runoff
Coef.
Total Flow
(cfs)
Upstreaminvert
(ft)
Downstream l nve rt
(ft)
Length
(ft)
Slope
M
Pipe Size
(in)
Manning's
n
Maximum Flow
(cfs)
Upstream Velocity
(fps)
Downstream Velocity
(fps)
Upstream HGL
(ft)
Downstream HGL
(ft)
6-9
6-8
0
0.5
2.92
675.09
672.32
97.50
2.84
18
0.013
8.42
3.72
3.72
671.08
670.40
6-8
6-7
0.000
0.50
2.82
679.58
675.44
177.30
2.34
18
0.013
8.04
8.85
8.85
677.85
671.80
6-7
6-6
0.220
0.85
2.35
681.43
679.58
172.20
1.07
18
0.013
5.11
6.03
6.03
681.49
679.23
6-6
6-5
0.290
0.85
1.35
684.73
681.43
161.10
2.05
18
0.013
6.03
5.88
5.88
685.52
681.90
6-5
6-3A
0.000
0.50
0.43
685.90
684.78
201.60
0.56
18
0.013
4.71
3.54
3.54
688.41
685.97
6-3A
6-3
0.070
0.94
0.37
688.70
686.00
59.60
4.53
18
0.013
2.22
1.98
1.98
689.11
689.10
STORM SEWER COMPUTATIONS
Downstream
Structure
Upstream
Structure
Area
(Acres)
Runoff
Coef.
Total Flow
(cfs)
Upstream Invert
(ft)
Downstream Invert
(ft)
Length (ft)
Slope I%)
Pipe Size
(in)
Manning's
n
Maximum Flow
(cfs)
Upstream Velocity
(fps)
Downstream Velocity
(fps)
Upstream HGL
(ft)
Downstream HGL
(ft)
7
8
0.090
0.85
2.08
680.85
679.48
127.1
1.08
15.00
0.013
6.97
4.70
4.70
682.80
680.58
8
9
0.030
0.95
0.59
681.87
680.95
92.0
1.00
15.00
0.013
6.98
3.28
3.28
682.83
682.27
9
FLIT. INLET
0.070
0.90
0.42
682.55
681.97
57.9
1.00
15.00
0.013
6.97
2.97
2.97
682.98
682.97
8
19
0.220
0.90
1.07
681.80
680.95
36.7
2.32
15.00
0.013
10.60
5.26
5.26
683.02
683.01
INLET SEWER COMPUTATIONS
Structure
#
Area
Runoff
Coeff
Flow
Long.
Sloe
Spread
Gutterwidth/
spread
V DOT Ch. 9, App. 9C-
8
Equivalentcross
sloe
Throat Length
Re 'd to et 100%
Depth
Throat
Length
A(ac)
C
Q(cfs)
S(ft/ft)
T(ft)
WIT
Eo
Se(ft/ft)
Lt(ft)
d(ft)
(ft)
8
0.09
0.85
0.31
0.01
4.40
0.454
0.90
0.10
4.65
0.22
6
9
0.03
0.95
0.11
0.01
3.04
0.658
0.95
0.10
3.00
0.19
4
19
0.22
0.90
1 0.79
0.01
6.29
0.318
0.80
0.09
7.33
0.26
8
34' PRIVATE R/W
114": V
POINT OF \
FINISHED SURFACE ROLLTOP
GRADE 1.5" SM -9.5 CURB
�-- 1/4": V 114' i'--►
BASE SUBBASE
2.5" BM -25 6" AGGREGATE(21A)
10' 711
II I I 10,
5' 0,5' PARKING LANE TRAVEL LANE TRAVEL LANE
CONCRETE
SIDEWALK
20' 14'
TYPICAL SECTION
FENNELROAD
PRIVATE STREET
(25 MPH DESIGN SPEED)
(STA. 12+41 TO STA. 13+81)
N.T.S.
30' PRIVATE R/W
TYPICAL SECTION
FENNELROAD
PRIVATE STREET
(25 MPH DESIGN SPEED)
N.T.S.
1
24' PRIVATE R/W
>4": 1' 1 1/4% V
ROLLTOP SURFACE ROLLTOP \
CURB 1.5" SM -9.5 CURB
--1/4" 1' 114- : V ->-
BM -25 1 6' AGGREGATE(21A)
2'
1i
TYPICAL SECTION
OLDHAM DRIVE
PRIVATE ALLEY
(25 MPH DESIGN SPEED)
N.T.S.
1
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03/28/2018
COUNTY COMMENTS
05/02/2018
COUNTY COMMENTS
JAN JAN. 12, 2018
SCALE
AS SHOWN
CONTOUR INTERVAL
N/A
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FILE NUMBER
8053
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7of10
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'
,
PB -1
GENERAL
PB= NO PROJECTION OF PIPE ABOVE GROUND LINE
Is 1
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1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PPE CULVERTS WITHIN THE
APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC -1 TABLES UNLESS
NOTED ON THE PLANS
W
°
LO 0
OTHERWISE
2 H • HEIGHT OF COVER MEASURE➢ FROM TOP OF CULVERT TO FINISHED GRAPE.
3 6 EXCAVATION DEPTH AS SHOWN ON ALMS OR TO FIRM BEARING SOIL.
CIRCULAR PIPE
1 0 OUTSIDE DIAMETER OF PIPE.'
4 E
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5 LE
-
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TO
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VVVIII
Q Ml
3. X WDTIT OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
. 12 WHERE d IS LESS THAN 36".
X . 1B" WHERE d IS 36" AND GREATER.
J .- : L� J ! I� v
MN. SIT �r —
°
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,
10 D c ./ �, T�
Mw. 1/ _ _ -
I
Z
O (9 Q
U �j a 1` ¢ /.h
�Ql
4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPET
30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS.
p BpODIRN<u
x !`^- MD
x _
MATEFIAL
'Mi'XPER i OF 11
"' B' RIA%' 2n
4 D x
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I
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LL
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AILUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE)Zi AND
LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS.
6. BEDDING MATERIAL AID CLASS BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
FOUNDATION SOFT, YIELDING, OR
OTHERWISE UNSUITABLE MATERIAL
�//
a
Z O N W
PIPE PROJECTION ABOVE GROUND LINE
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M N. i.5 . D M
-
>,
D
-
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— -
—
d GRDVND
ELLIPTICAL PIPE
1. Si OUTSIDE SPAN DIMENSION OF PIPE.
2 52 • NEE SPAN DIMENSION OF PIPE.
3 R - ouislDE RISE DIMENSION of PPE.
4. X WITH OF CLASS (BACKFILL "Ill BEYOND THE EXTREMITY OF THE PIPE.
ERE 52 IS LESS THAN 36'.
- 10" WHERE S22 IS 36 MO GREATER
5. WHERE DIRECTED BY THE ENGINEEfl. BEDDING MATERIAL MAT BE ELIMINATED FOR
�% y
= ��
TRANSITION BETWEEN
PIPE DIAMETERS WHEN
DIFFERENT SIZES OF
EREO.
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OF OUTLET°PPE T
SECTION A-ACc
METHOD OF TREATMENT IN DROP INLETS
//\�� O
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W O I U' "y
i• 0 Q
W \ i
h Q
Q
_
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ESS AND HEIGHT OF COVER 15 OR LESS.
fi REGULAR BACKFLL MATERIAL MAY BE USED LEU OF CLASS IBACKFIO_ MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38 OR LESS AND
HEIGHT OF COVER 15'OR LESS.
PIPE ARCH
" ( J
�-'
JJIJ III II - Fi/
MIN - ✓ D %
. 1/10 D
MATER AL H
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it J _III- "�� L
re
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L NL M
/ T
/ / / '�''
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M' t/td
MATERIAL ART(
NOTES:
HAPNG OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH
THIS DRAWING IS TO MALT TO THOSE STRUCTURES SPECIFIED j
ON PLANS OR WHERE INVERT OF PPE 5 ABOVE INVERT OF
STRUCTURE.
E OR DROP INLET 5 TO BE FORMED AND CONSTRUCTED /
MMHCCRCMCE
A,
��
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TO INVERT OF
OUTLET PIPE
J ul ? OJJ
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N/I
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NORMAL EARTH FOUNDATION
ROCK FOUNDATION
FOUNDATION SOFT, YIELDING, OR
OTHERWISE UNSUITABLE MATERIAL
WItH APPLICABLE STANDARD OR SPECIAL DRAWING.
poarin.AVES SHARING AS DEFE L1%coNF°o"aMlucTOo00ciAss AG3F OR
CLASS CI.EXCSET THAT 2U OF COARSE AGGREGATE MAY BE
/�
a
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W Q 1
W p
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A
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® .1- FEABIODIK302 DF THE ROAD AND BRIDGE AND SEORM SEWERS GENERAL NOTES
SPECT
3. 8 - SEE PC -1 TABLE FOR APPLICABLE PIPE MATERIAL
4. z WIDTH OF CLASS (BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
x• 2" WHERE 52 IS LE55 THAN 36".
• 1B" WHERE 52 IS 36" AND GREATER
UP TO 4' IN DIAMETER AND CONSIST OF BRICK. I
BROKEN CONCRETE OR BROK'.EN CONCRETE Si.BLOCK. THE SURFACE
E LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE
OF THE COAREE AGGREGATE SHALL REMAN EXPOSES.
DETAILS OF INVERT SHARING AS SHOWN HEREON ARE FOR E%AMPLE _—
%/ A'
�y'
n
2 Z
O
2 a,
5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR
LESS AND HEIGHT OF COVER SIR OR LESS.
6. REG LM BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR
FOR ENTRANCE PIPE WHERE S S 35" OR LESS AND
,, _ ON STEEL IOI.00.
F'Li uL OF THE ROAD AID FANDCE
CL SS I B r F auSnED 55 NFOORMING T THE
NU SPE I HUT Oi SIO:IA302 UOFMiITiERROAD SVEA61CAi10N5. NI RCATER IMZEV 21 FOR Ihl AG R
BICE' _
PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHARED
INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION AND FLOW EWES.
PLAN
SECTION B -B
W
O
ALL FOUNDATKIN TYPES
HEIGHT of COVER R
F
HER ALL UTHOF P1FF REGULAR BALDNIL MATERIAL _Seo 'r' PLACE of GLASS T BA1." IL"
ACCDIIAIE W 302 OF THE ROAD
D BRIDGE SPECIFICA:i1G1yiI0N
AVDDT
METHOD OF TREATMENT IN MANHOLES
SPECIFICATION
REFERENCE
INSTALLATION OF PIPE CULVERTS & STORM SEWERS
ROAD BRIV D�SANDMOS
INSTALL. OF PIPE CULVERTS AND STORM SEWERS
'1EFIER°NT°"
VDO-r
ROAD Mo BRIDGE STANDARDS
STANDARD METHOD OF SHAPING
MANHOLE &INLET INVERTS
RECTIFICATION
REFERENCE
3oz
303
REVISION DATE SHEET i OF 1
R°A "'° B RI -E STANDARDS
5t1EEiH1 DATE
302
REVISIONS
GENERAL NOTES
CIRC. PIPE BEDDING AND BACKFILL - METHOD „A„
EmsoN Dare
VIRGINIA DEPARTMENT OF TRANSPORTATION
tOJ.00
303
DEPARTMENT OF TRANSPORTATION
03/28/2018
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COUNTY COMMENTS
05/02/2018
COUNTY COMMENTS
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- TYPICAL DESIGN
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DATE
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- AS'`"N �
STRUCTURE SIZE AND
�, �PLAN WALL THCRNEES 1ARES PLAN
MA 777,FOUT
SECTION A-ASECTICDI A -ACC ST UCTIQ14PERMILBUFFER STRIP =
GOJOINrrreueT.ou 3 creosswALK
.' -. .. .. t (
�-
SECTION B -B j CR05..whK
W"
TYPE A
SECTION 8-B WITH BUFFER STRIP
NOTES -F R 1 /I THE DETECTABLE WAR v SURFACE, SEE SHEET OF 5,
IGN TOT D FOR GINNSTILST oM IH —I.PAp ELSWIDER FICIIAIFo LnNwnnc
�IiieoEAr'rDP e RA... IruMJM cDft_ u� B re NE
CLASS PJ CONCRETE
SECTION A -A
CLAPS P3 CONCRETE
SECTION B -B
`SC'AI F
1" = 25'
NOTE'Cl GENERAL NOTES ON rHE DETECTABLE WARNING SURFACE. CROESWALI` ,�5 osswaw anew Ah
,.EST OF 5. '��/
coNs°raEcn°aN, r, FA' FCR ALTERAncN
NOTES:
1 THE STANDARD SAFETY SLAH (EL -1l IE TO BE USED ONLY WHEN SPECIFIED IN THE PLANS
E DRANAGE SUMMARY SHEET PND/OR THE DRANAGE DESCRIPTION. FOR MANHOLES.
JUNCTION BOXES, PND CROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF
THE REOu n'_D LEhGTH TYPICAL PLACEMENT sl;
i 5 EET, RECA/DLCS.. OF i11C AT INTERSECTION
PE.
MI WITHIN CROSSWALK
LE TYPE B PARALLEL 5 so wuK is
APPLICATION <; e ;FCR sTR
LENGi �eN 1
RADE M MLUM AMFGEi H DIAGONAL PLACEMENT
'S u E LAISTO SCGAR DI
AARAA OWg51D5 °r OUTS
E 5P`AL �nvRov ar°s LANDING
�� P WITHIN - I IN
3 3 BEE MAFKE[G w
N Q N CROSSWALK AtEA CFE "A'R"
_CO RYA
�U "� Q
U
ADJACENT SAFETY SLP185 SNPLL BE 8'TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET
OF iN TOP OR BOT40M OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW
T LET PIPE OF 30"' DIAMETER OR GREATER.
2. THE COST OF THE EL -T IS INCLUDED IN THE COST OF THE STRUCTURE.
J. S PENINGS ME TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE
OTHEN WHERE APPLICABLE. STEPS ME TO BE STAGGERED ACCORDINGLY.
4. SAFETY SLAB MAY BE CISTHN-PLACE OR PRECAST. CASTHN-PLACE CONCRETE TO BE
SEE CAST IN PLACE DRAWINGS
FOR FURTHER DETNLS
# 5 BARE v 6" C -C FOR,
CONTOUR INTERVAL
N/A
P -1 E CDRO e�/may
b �/ 3
GO `
CROSSWAf K -n- "
3000 PSD. PRECAST CONCRETE 15 TO BE A4 (4000 PSD. REINFORCING
STEEL t0 BE IN ACCORDANCE WITH AASHTO M31.
5. EES OPENINGS MAY BE 30" DIAMETER OR 30" SOUME. WHEN STRUCTURE WIDTH Is
;
—B - 1y °%'RED
e
z
�,
CROSSWALK
C,
H B L
TYPICAL PLACEMENT , , d Cz ��
LESS THAM 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY
3o'Cont).
'w
V,
_ LSEENGAREATYPICAL
rz Rp AG
5 is L _ u�
PLACEMENT
AT INTERSECTION AT INTERSECTION CROSSWALK CROSSWALK
WITHIN CROSSWALK DIAGONAL PLACEMENT
TYPICAL PRECAST UNIT
J
6 1 WITH BUFFER STRIP `'a"os:""xreE<. ossWAL" cE? ° `"
R LITA
WITHIN CROSSWALK', DIAGONAL PLACEMENT
(WITH BUFFER STRIP) WITH BUFFER STRIP
`V DDT SEE CATION
ROAD AND BRIDGE 5TA1,11A s CG -12 DETECTABLE WARNING SURFACE'WA `REFERS"GE
PECIFICATIO
'REFERENCE" CG -12 DETECTABLE WARNING SURFACE ROAD NDaDOT AI A DS
E51+EET D2ROF
VDOT SPECFC TO
TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS( REFERENCEN
ROM AND BRIDGE siaNOARos MANHOLES AND JUNCTION BOXES
Lr
'-" W
w 'R
stEEr . of s REVIswN PATE TYPE B (PARALLEL) APPLICATION IDs
OFTRANSPORTATION 502
TYPE A (PERPENDICULAR) APPLICATION REVIswNAOAT."R10
5
X02 G 20306
SHEET 1 OF 1 REVISION DATE 302
108'14 VIRGINIA DEPARTMENT OF TRANSPORTATION
Q I V
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UMBER53
:78
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9
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immy L. Taggart
Lio. No.
22841 44
�OF�93IONAL V'�al{�
SHEET
8 Of 10
-'.\F TLIPr, D T¢'IL E,' 1. ]\PIT, _e _',. FILL I FI-I\BI-d ]-Ph- ' rn.TI FI T.dea �/°/SIT 1c [F AS P'J. A,an:.v
I,
F JUrICTI II i3QXES TP I`ISI 2M4 R PHD5, PEDESTALS, LIC-
I..00ATION OF OTI'.k UTILITIES
(GAS, ELECTRIC, TELF.P (?INE, CABLE, LIC.)
EAS=fAENT WIDTH]: WATER OR ,E /EP. ONLY - '0' iAINIP'IIRA
(NATER R SEWER 30 MININIUNi
SEE PART 3, PARAGRAPH D; SEPA.RATIUN OF WATER d SEWER SYSTEMS.
LfILITIE] CN )S SIN,� A WATER OR :`cWL-R EASEMENT SHOULD BE Al'
'a0" TCI THE RIGHT OF WAY,
UTILITY LOCATIONS & EASEMENT WIDTHS
ITA
FIG. '✓A - I
U-1
I' COMPRESS ON x 3/4' MALE PIPE COUPUNG
ON _R.. EGDAL
SOFT COPPER O o
FORUSE ON AT s FAIIII
BEGS
SIR
AL RESDENTnI
ANN PRIGNININ SERVICS DU
1 xt"xt" IEE
NO D (D
NO SWEATED INTNOS
z'
DUAL SERVICE COMPRESSION
x 3/4" MALE PIPE COUPLING
CR APPR_C EGUAL
SOFT COPPER
O D FOR USE ON DETACHED SINGLE FAMILY
ESOENTAL SERVICE WHERE AN RRGATON
METER IS NOT PROVIDED.
SINGLE SERVICE
OTE'
1) SADDLES SHALL BE USED ON PVC PPE. F - CAST IRON LO SHED GRADE
L.-NGME
VAL.a'Iy ,E
IALL
sR
o.
I'NuiLE;1 =
} - COPPERSETIER
1/5 BEND COUPLING-\ T ll
-I E
METER
CORPORATION STOP NECe.AS
ANY
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W -6A
TD -10
GOOD FOUNDATION MATERIAL
ROCKY FOUNDATION MATERIAL
e
aenEllslcra
r
c
INITIAL BALI<.FIL
s s
MIN N
MIN^✓Ifl
s n'J IO sl
M1 J'
#'
S ;AIN! 1 11 A J.
Ch AIEa
TFIAIJ +
PPC P_':ALS A 11 1 - SU13.NIH
ED.
6" REDDING
#68 STONE
STABLE SI OIL
ROC -IK
* SCRAPE THE SCITTON1 OF THE
TREFICH. REMOVE ALL
STJI,F� PO INSURE THE PIPE
DOESN'T REST ON ROCK AiJD
THEN COMPACT THE SOIL OR
PROVIDE A 4" BEDDING OF
C63 STONE.
FOUNDATION IN POOR SOIL UNDER - CUT CONDITION
INITIAL EAC. h:FILL �!
HISS L' &" j H .
SOIL =_ 711 Nalw = rdlnl I i��hJl r
_- 962 STONE
3
_AC
GRAfdU LAR HILL AS ..Jf
APPROVED BY A S4 :.. .
'TA Z,.,
STA6LE Snll. OR „OCA STAEI E SOIL OR ROC. F'
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATERLINES.
-.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BAO-KFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4.GIO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH(.
5. BELL HOLES SHALL BE DUG OUT III ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
IPS
FIG, w - 2
TD -'
COVER LIFT NOTCH
14 1/2+ -
12 1/2" - 12 3/8"
WATER
CAST IRON LID
' 18" METER BOX
18"
6" EXTENSION
6++
PIPE SLOT
(2 PLACES)
NOTES:
(1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
TYPICAL METER BOXES
METERS)
NTS
FIG- W-7
TD -10
45
L
\` 'd5 rte.;.•./.,_ f/`�✓.j 1145"
PLUG l
B.
IIS
FOR ALL BENDS FOR TEE OR WYE FITTINGS
WHEN TRENCH
�.T\�/A ANCHOP,ACCCMIIiD.4TE \Y/�l/:%/l%�.
_ 2F+ HEL ,UIREU.
c
Ir
M
EEGDII'IG AS
}
RFOUIRED
K®
; "�!
PLUG I� AS
MTJ a /
SECTION 1 -1 SECTION 2 - 2
n
PIPE _L�kLE 6E1'ID Dllrt-f'-IJNS VJL. TEE AfJIJ I`:.UGS VOL.
SI_E OF _ (FEET) CU 1'G.: (FE ETI CU.Y'D
R ErIU __- __- ____-
L H T L H T
-
- --
2.sn z sov� 3.01 o.za -
45
2 00 .2_ ,.SO a.15
•• /_' LL 200' 2.52 0.10 2.00 __ 2.50 CIA
-- -- 11 1/4 1.50 1 -f.,01 3.E0 U.10
0 TtiP 3.10 _.21 0.4& .I
2.66 .66 J./7 0. `„
I _ 3.10 z ,'i
/2 I > r,L � 2.6' 0.32 '
~� 1.56 2.16 ._J 0.13
ITL i/4 1.66 2.10 0.73
0
7.6'
90
.s3 3.83 3.42 0 8
I
3.33 3.
1.95 ID
'
1�
j 3. I
I F;S x.00
I
/? 2.33
2.86 0. I I
�a
1.63 2.33 2.°.i 0 is .L_...
1. THRUST CUJC.KS ARE REI,UIRED GHEHEVER HE PIPELINE CHANCES DIRECTION, CHAR
SIZE, DPAG' EINES AND AT VALVES.
USE '_SOU f.s.l. EL, JC
RETE.
3. Ho C0'JC R ETE SHALL BE POURED ON A.N'f PARI OF THE JOINT.
-1. THE GO'r+ISUL 11 NG ENGINEER SHALL BE P.ESPOI`ISI6LE TO IHE V,-:RIFY THE TYPE 3 SIZE
ALI- THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NITS
FIG. N.y-3
A I SIDE VIEW
(
I
TYPICAL METER VAULT
N. E.S.
FIT. N. - 7A
TD -11
1.75" DIANE rE.1 DP�IUED
HOLE fl)Il IlUCH READ
U N. rs.
TOP VIEW
. IAME.TFR FLAr
6E.ARIr.G SURFV-E
UND-PNEATH
o"
ALLI,MINUM ACCLSS
HAI -H
RIVANNA WATER & SEWER AUTHORITY (RWSA
GENERAL WATER & SANITARY SEWER NOTES
LAST REVISED: APRIL 2016
1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF
THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0,
ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
2.RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A
PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY
WORK.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
4.RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE
BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION.
5.ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM
SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK
SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL
WRITTEN PERMISSION FROM RWSA.
5.FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE Q E BYPASS PUMPING FOR
TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED
BEFORE A CONNECTION IS MADE TO THE SYSTEM.
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 ACCURATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL
EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS.
THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES
FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY
EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT
NO ADDITIONAL COST TO THE OWNER.
8.EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA
EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE
PERMITTED IN THE RWSA EASEMENT
UNLESS PERMITTED OTHERWISE
BY RWSA IN WRITING.
9.NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN
PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING
BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF
ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCN MAY BE
REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL
ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES.
DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE
ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY
CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY
ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL
BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE.
11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND
HAVE WATER SAMPLES APPROVED PRIOR TO
MAKING ANY PERMANENT CONNECTION TO THE
PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEWW WATER MAINS
WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM.
12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW
FACILITIES INTO SERVICE.
13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS
INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE
STRUCTURES, ETC.
14.TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
y 44" MIN.
_ i _
6" MIN. 17.5
fa •60, -I
'� 36" ►I
1d' MIN.
t-17.5"-
37' MIN.
WINGNUT LOCKING ASSEMBLY
W. MIN.
BYPASS
NOTES:
1. PROVIDEf
A 6 THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8++.
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (1 1/2" METERj
NTS
FIG. W -7B
ID -15
��KyTH Op `rbc
�'mmy L. Taggart
UG. NO.
22841 v4
�a�Essl ONAL E�C'1�4
A
V *
Z U
2 N�
Q 7
J 2 (D
Q.
O QQ2 CW 50
° N
yy Q °¢ F ,
'''d co �j 2 o
°CCLU
Upc�dv
N Ol ¢O V
ft IO ¢
. J LL? OLL
22 9coN
4W t9
rMM�
N u-
a�§
Z ILO
%
REVISIONS
03/28/2018
COUNTY COMMENTS
05/0712018
COUNTYCOMMENTS
DATE
JAN. 12, 2018
SCALE
1°=2s'
CONTOUR INTERVAL
N/A
FILE NUMBER
8053
=SHEET
Harr --Pea Slzr. o-n',elas',Orl
Do`,lalsorl
aenEllslcra
r
c
'
s n'J IO sl
n,drl.
#'
S ;AIN! 1 11 A J.
Ch AIEa
TFIAIJ +
PPC P_':ALS A 11 1 - SU13.NIH
ED.
A I SIDE VIEW
(
I
TYPICAL METER VAULT
N. E.S.
FIT. N. - 7A
TD -11
1.75" DIANE rE.1 DP�IUED
HOLE fl)Il IlUCH READ
U N. rs.
TOP VIEW
. IAME.TFR FLAr
6E.ARIr.G SURFV-E
UND-PNEATH
o"
ALLI,MINUM ACCLSS
HAI -H
RIVANNA WATER & SEWER AUTHORITY (RWSA
GENERAL WATER & SANITARY SEWER NOTES
LAST REVISED: APRIL 2016
1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF
THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0,
ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
2.RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A
PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY
WORK.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
4.RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE
BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION.
5.ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM
SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK
SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL
WRITTEN PERMISSION FROM RWSA.
5.FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE Q E BYPASS PUMPING FOR
TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED
BEFORE A CONNECTION IS MADE TO THE SYSTEM.
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 ACCURATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL
EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS.
THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES
FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY
EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT
NO ADDITIONAL COST TO THE OWNER.
8.EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA
EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE
PERMITTED IN THE RWSA EASEMENT
UNLESS PERMITTED OTHERWISE
BY RWSA IN WRITING.
9.NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN
PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING
BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF
ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCN MAY BE
REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL
ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES.
DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE
ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY
CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY
ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL
BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE.
11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND
HAVE WATER SAMPLES APPROVED PRIOR TO
MAKING ANY PERMANENT CONNECTION TO THE
PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEWW WATER MAINS
WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM.
12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW
FACILITIES INTO SERVICE.
13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS
INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE
STRUCTURES, ETC.
14.TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
y 44" MIN.
_ i _
6" MIN. 17.5
fa •60, -I
'� 36" ►I
1d' MIN.
t-17.5"-
37' MIN.
WINGNUT LOCKING ASSEMBLY
W. MIN.
BYPASS
NOTES:
1. PROVIDEf
A 6 THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8++.
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (1 1/2" METERj
NTS
FIG. W -7B
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REVISIONS
03/28/2018
COUNTY COMMENTS
05/0712018
COUNTYCOMMENTS
DATE
JAN. 12, 2018
SCALE
1°=2s'
CONTOUR INTERVAL
N/A
FILE NUMBER
8053
=SHEET
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��REMAINING BACKFILL SHALL
CONFAIPI ROri, MATERIAL
f/ LARGER THAN 5' ANY
3L MIr IN
DIMEN ION
>l Mlft INTIA BACIPFIII.`
b"Mlf'1 5" LIFTS)
EMBEDMEi`1T ;
Ti1OROUGHLY IMPACTED
—Ijg
/�\ B`! HAND OR APPROVEDu
(L MECHANICAL —1 /\ MECHANICAL TAMPER
NO. 68 STCIGIE ��-_ HAUNC HIPJG
—
BEDDING 6" mar
4" min
FOUPIDATION (SHALL BE
REQUIRED WHEN SOIL
^�%J/N/;: �`/q CVNDITIOfJS ARE UNSTABLE
//�/�S (ALL PIPE)
S/l�lG/���%�
NOTE
LU Efl CUFS IN PAVED AREAS WIFI TIN EXISTING VDOT EIGHT--OF-WA'r' SI -TALL QE
WITH NO. 41A STONE
BAC KI=IDLED EROLI
�
SEWER SERVICE LATERAL CONNcCIION NOTES:
I WHERE A SEWER ERVI-E LAl FAL BONNE 1S T A JANHC',LE
\IJD NO INVERT ELEVATION FOR THE SERVICE LATEPAI IS
IIIEICATED THE FOP (CPOWN) LEV TI'JJ. OF THE SERVICE
LA FEI Al -PIPE SHALL CE AT LEAST 0 HI HEIS THAN THE
IJP Il R\WN) ELEVATI-'rd fF FHL -HE LJbJE-T PIPE OVfJE 'I"ED
) THF MANIC LE
2. SEWER FAiERALS TAPPED INTO AD EXISHN -Eb!ER MAIN -HALL
�E OfJ fJE -i-D US" J A FIFE SADDLE
3. "1NJl'P GRACE FOR SEWER oLk\._E Cor.NESTION SHALL Gh -";
,�,
(t/•i' PER FOOT)
:t. ALL SE`/✓Ea LATERALS SHALL H°.VF. 1 MINIMUM -OVER DIAMETER NIfJ
of a
5. ALLF�[v„FRET?,TEHAI-S SHALL HAVE A MINIM4UM r�IVER
SALT --/W
TREATED
FINISHED GROUND 2 , 4
MARKER
LUQ END OF
SERVICE LATERAL
.1AIfJ LINE SECTION
I
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G.AN DUC FILE ED, PIPE THE ONES M THE OR
AND COMPACTED, AND AEI- STONES REMOVED OR A 4" BEDDING OF NO. e8
STORE SHALI- BE PROVIDED
3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM n
BEDDIfJG UF- IVO. 6E STONE
TYPICAL SEWER PIPE
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REVISIONS
03/28/2018
COUNTY COMMENTS
05/02/2
COUNTY 2/2 18 TB
INSTALLATION IN TRENCH
VS
nRIE-
TYPICAL MANHOLE FRAME
& COVER
NTS
S-3
SEWER SERVICE LATERAL CONNECTIONFIG.
N.T.S
FIG S -I -D
TD -28
IN T,S
Flr�. S-2
TD -25
TD -27
DATE
SANITARY SEWER NOTES
JAN. 12, 2018
scALE
RIVANNA WATER & SEWER AUTHORITY (RWSA)
1. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE
RUBBERBOOT.
2. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION
SHALL BE APPROVED BY RWSA IN WHITING PRIOR TO CONSTRUCTION.
3. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES.
CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A
CORE OF A MANHOLE.
4. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETIONOF RWSA STAFF.
5. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE
DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW.
6. EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF
RWSA.
CONTOUR INTERVAL
NSA
MATERU,S TO TRENCH SPOILS TO
BE PfACED ON THEGROUND TO BE GRADED NIGH ACEDOFNTRENCH
/LOW SIDE OF TRENCH MIR CONTOURS DURING CONSTRUCTION.
/ DURING CONSTRUCTION. AFTER BACKFlLL • •• •• •• •• •••• •• •• •
/ TOP OF GROUN .: :� � � ::^::
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COMPACTION PER COUNTY SPECIFlCAPON
(REMNNING BACKBLL SHALL NOT COWAN
ROCK, CLOD, OR DEDRIS MATERIAL IARCER
THAN 5• IN ANY DIMENSION.
24• MIN. .: ;.8;'
.'..MIN. THOR BACKFlLL" (fi• LIFTS)
' COMPACTED BY -1W
OR APPROVED
OR PPPRONLY MECHANICAL TAMPER.
EMBEDMEM 'ONLY
DIAMETER OF PIPE —SPRING UNE OF PIPE
.._ HUNCHING
MAX.
BEDDING: 6: MIN.
4
NO. 68 STONE .. ... ... ... :.'.' '� FOUNDATION (SHALL BE REQUIRED WHEN SOILDO
CONDITIONS PRE UNSTABLE) [ALL PIPE]
NOTE: CONTRACTOR MUST INSURE THE STONE IS PROPERLY
COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE.
BEDDING, BACKFILL AND TRENCH
SPOIL PLACEMENT
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FILE NUMBER
77 A/° >
m(ny L. T,dggart
Lic. No.
8053
22841
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SHEET
10 Of 10
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