HomeMy WebLinkAboutSDP201400041 Plan - Approved 2014-11-101231 ire
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GENERAL NOTES
1. OWNER/DEVELOPER:
WICKHAM TWO HOLDINGS, LTD.
1730 OWENSFIELD DRIVE
CHARLOTTESVILLE, VA 22901
AGENT: VITO CETTA, AIA
VITOCETTA @MAC.COM
2. CIVIL ENGINEER:
ALAN FRANKLIN, P.E., LLC
427 CRANBERRY LANE
CROZET, VA 22932
(434) 531 -5544
CONTACT: ALAN FRANKLIN, P.E. (ALAN @ALANFRANKLINPE.COM)
3. TAX PARCEL #: 05600 -00 -00 -09100
4. RELATED APPROVALS:
4.1. ZMA2005 -00018 WICKHAM POND PHASE 2 (CODE OF DEVELOPMENT, APPLICATION PLAN, AND PROFFERS)
4.2. SUB2006 -00362 WICKHAM POND (PHASE II) - PRELIMINARY PLAT (APPROVED 04 -04 -200,7)
4.3. SUB2009 -00062
4.4. CRITICAL SLOPES WAIVER (APPROVED 11 -09 -2010)
4.5. VARIATION FROM APPROVED PLAN AND COD (APPROVED 02 -02 -2011)
4.6. SUB2011 -00014 WICKHAM POND SECTION 2 - FINAL (APPROVED 08 -02 -2011)
4.7. SUB2013 -00055 WICKHAM POND - PHASE II - FINAL (APPROVED 01 -08 -2014)
4.8. SDP2014 -00028 WICKHAM POND PHASE 2 BLOCK 1 TOWNHOMES - INITIAL SITE PLAN (APPROVED 05 -23 -2014)
5. DEED REFERENCE: DEED BOOK 4454, PG 1
6. ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT)
ENTRANCE CORRIDOR OVERLAY
STEEP SLOPES OVERLAY
7. EXISTING /PROPOSED USE: VACANT RESIDENTIAL LOT/ RESIDENTIAL
8. MAGISTERIAL DISTRICT: WHITE HALL DISTRICT
9. CROZET MASTER PLAN ZONE: CT3
10. SETBACKS: FRONT YARD - 15 FT
SIDE YARDS - 7 FT ADJACENT PUBLIC ROADS AND 5 FT ADJACENT RESIDENTIAL LOTS
REAR YARD - 15 FT
11. MAXIMUM BUILDING HEIGHT: 3 STORIES, 35 FT
12. TOTAL LOT ACREAGE: 7,602.25 SF (0.175 ACRES)
13. MAXIMUM ALLOWED LOT COVERAGE: 4,561.35 SF (60 %)
GROSS BUILDING COVERAGE: 3,471.53 (45.66 %)
TOTAL SITE IMPERVIOUS AREA: 3,963.53 (52.14 %)
14. DRAINAGE DISTRICT: PARCEL IS LOCATED WITHIN THE LICKINGHOLE CREEK RESERVOIR WATERSHED, AN ALBEMARLE COUNTY WATER PROTECTION
AREA.
15. JURISDICTIONAL AREA: PARCEL IS LOCATED IN THE WATER AND SEWER JURISDICTIONAL AREA.
16. SURVEY: TOPOGRAPHY SHOWN HEREON WAS OBTAINED FROM SITE DEVELOPMENT PLANS FOR THE WICKHAM POND PHASE 2 DEVELOPMENT.
ORIGINAL BOUNDARY AND GROUND VERIFICATION BY TERRA ENGINEERING AND LAND SOLUTIONS, 2005, REVISED APRIL 2006.
AERIAL: LOUISA AERIAL SURVEYS, INC., DATE OF PHOTOGRAPHY: 11- 26 -04. DATE OF COMPILATION: 12 -20 -04
DATUM: USGS /ACSA SANITARY MANHOLES 23 AND 26 IN THE HIGHLANDS AT MECHUMS RIVER SUBDIVISION.
DESCRIPTION: AZIMUTH MARK DISK SET IN TOP OF CONCRETE MONUMENT 2.3 MILES EAST OF CROZET ON STATE ROUTE 240,23 FEET SOUTH OF
ROAD CENTERLINE NAVD 88, ELEVATION 640.36 (NOT FOUND) PROJECT BENCHMARK NAIL SET IN BASE OF UTILITY POLE AT NORTHEAST CORNER OF
TMP 56 -020.
17. FLOOD PLAIN: THIS PARCEL IS NOT WITHIN A FEMA DESIGNATED FLOOD ZONE.
18. OUTDOOR LIGHTING SHALL MEET THE REQUIREMENTS OF ZMA2005- 00018, THE APPROVED VARIATION DATED FEBRUARY 2, 2011, AND ANY LIGHTING
ABOVE 3,000 LUMENS SHALL ADDITIONALLY COMPLY WITH SECTION 4.117.
19. CRITICAL SLOPES: THERE CURRENTLY ARE NO CRITICAL SLOPES ON THIS PARCEL; HOWEVER, THIS SITE IS WITHIN THE MANAGED SLOPE OVERLAY
DISTRICT. A CRITICAL SLOPES WAIVER WAS APPROVED BY THE PLANNING COMMISSION FOR THE WICKHAM POND PHASE 2 SUBDIVISION PLAT ON
NOVEMBER 9, 2010.
20. STORMWATER MANAGEMENT FOR THIS PARCEL IS PROVIDED BY A REGIONAL STORMWATER FACILITY DESIGNED AND CONSTRUCTED AS PART OF
THE WICKHAM POND SUBDIVISION, SUB2005 -00018 & WP02010- 00058. A STORMWATER MAINTENANCE AGREEMENT HAS BEEN RECORDED FOR THE
STORMWATER FACILITY SERVING THIS PARCEL.
21. TOTAL # OF UNITS - 6 NEW 3 BEDROOM DWELLING UNITS:
6 ATTACHED SINGLE FAMILY TOWNHOUSE UNITS
GROSS RESIDENTIAL DENSITY = 6.4 UNITS PER ACRE (FOR ENTIRE WICKHAM POND PHASE II PROJECT)
22, PARKING CALCULATIONS:
RESIDENTIAL PARKING REQUIRED:
SPACES REQUIRED: 2 SPACES PER UNIT
6 UNITS * 2 = 12 SPACES REQUIRED
RESIDENTIAL PARKING PROVIDED:
STREET PARKING PROVIDED: 16 SPACES ON WICKHAM WAY AND 17 SPACES ON DELILA DRIVE FOR A TOTAL OF 33 SPACES.
TOTAL PARKING PROVIDED (33 SPACES) EXCEEDS PARKING REQUIRED (12 SPACES), THEREFORE OKAY.
23. SUBDIVISION STREETS: CURB & GUTTER (PUBLIC ROADS)
24. COMMON /RECREATION AREA PROVIDED AS PART OF THE OVERALL SUBDIVISION (ZMA2005- 00018).
25. INDIVIDUAL TRASH CONTAINERS FOR THE TOWNHOUSE UNITS SHALL BE FURNISHED BY THE OWNERS OF SAID LOTS.
26. ALL SLOPED AREAS GREATER THAN 3:1 WILL BE PLANTED WITH "CREEPING LILYTURF" @ 2' O.C.. NO SLOPE SHALL EXCEED 2:1 GRADE.
MS- 19 STATEMENT
1. STORMWATER FROM THIS PARCEL IS ROUTED VIA OVERLAND FLOW TO STREET INLETS, UNDERGROUND PIPING, THEN TO A
REGIONAL SWM. THE REGIONAL SWM PROVIDES BOTH TREATMENT AND DETENTION OF STORMWATER FOR THIS BLOCK OF
TOWNHOMES.
2. MS -19 REQUIREMENTS FOR THIS PARCEL WERE INCLUDED AS PART OF THE WICKHAM POND PHASE 11 BLOCK 1 APPROVAL
(WP02010- 00058).
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
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 A14Y DISCREPANCIES OCCUR THE REQUIREMENTS OF THE
PERMIT SHALL GOVERN.
2. ALL PAVING, DRAINAGE RELATED 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 T HE 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1
(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR
OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY
(29 CFR PART 1926).
FINAL SITE PLAN
SDP� 201400041
WHITE HALL
ALBEMARLE, VIRGINIA
U
071
NUMBER OF PARKING SPACES
Albemarle +gun
INCHES
BLDG
BUILDING
INV.
INVERT
VICINITY MAP
WICKHAM TWO HOLDINGS LTD.
1730 Owensfield Drive
Charlottesville, VA 22901
February 24, 2014
ABBREVIATIONS
�8
NUMBER OF PARKING SPACES
in.
INCHES
BLDG
BUILDING
INV.
INVERT
C/L
CENTERLINE
LAT.
LATERAL
CG
CURB & GUTTER
L.F.
LINEAR FEET
C.O.
CLEAN -OUT
MAX.
MAXIMUM
CONC.
CONCRETE
MH
MANHOLE
COORD.
COORDINATE
MIN.
MINIMUM
DEMO
DEMOLITION
PVC
POLYVINYL CHLORIDE
DIA.
DIAMETER
SAN.
SANITARY
E &SC
EROSION AND SEDIMENT CONTROL
SF (S. F.)
SQUARE FEET (FOOT)
ELECT.
ELECTRIC
STA
STATION
ELEV.
ELEVATION
SVC
SERVICE
EXIST.
EXISTING
TC
TOP OF CURB
FF ELEV.
FINISHED FLOOR ELEVATION
TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UON
UNLESS OTHERWISE NOTED
Sheet Index
Sheet Number Sheet Title
C -1 COVER SHEET
C -2 EXISTING CONDITION'S PLAN
C -3 LAYOUT, UTILITY, GRADING AND DRAINAGE PLAN
DEPARTMENT OF COMMUNITY DEVELOPMENT
.J. It /1'0/114
(PL A I NERIZO G)
I/1
a ( I r
r
(ENG EERIN )
(BU/LYING OFFICIAL)
(ARCHITECTURAL REVIEW BOARD)
(FIRE OFFICIAL)
(ALBEMARLrCOUNTY SERVICE AUTHORITY)
(VIRGINa DEPARTMENT OF TRANSPORTATION)
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(2'CONTOURS)
AREAS OF CRITICAL SLOPE 25%
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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ISSUED: 05-19-14
REVISIONS:
1. 09-06-14 - County
Comments
SHEET
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SERVICE
-SEWER SERVICE CONNECTION NOTES:
I. WHERE A SEINER SERVILE LAI -ERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOO (CHOWN) ELEVATION OF THE SEiVICuE
I.ATEHAI PIPE SHAIA r3r AT I FAST 0.2' HICHFR THAN THE
I`0P (CA0qN) ELEVATION Or THL 1-HE LONEST PIPE CONNECTED
1 -0 -THE MANHOLE.
2. SEWER LAiEfiAL�r TAPPED INTO AN EXISTING SEWER PAIN SHALL
DE CONNE4 FED LASING A PIPE SADOLL.
3. MINIMUM 6RADF FOR SEWER SERVICE CONNECTION aHAI.1- BE 2% /�
(Td4' PER F JT ) "`
4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER LIIAMLIER 2' MIN
or 4'.
S. ALL SEWER LATERALS SHALL HAVE A idfINIPAUFc3 CCJVEII
OF 3 FEET,
SAt I
I ErIJ
FINISHED GROUNI)__/ i x 4
MARKER
rs
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F'I,UC END OF
MAIN LIN SERVICE LATERAL
I � � W N
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IN LIFE WYE -TEE
r.,...._ W PLAN
1.,.: .. VARIES
11?
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG, S - 2
TD - .7 /
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a:r
PIPE SLOT
(.2PLACES)
1 n w _ , -
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i (1) FOR TOOC14 READ METERS A I-3/4- DIAMETER HOLE IS RECMIRED IN T14E
TD_ 10
114 KNO
SEWER AUTHORITY GENERAL WATER AND
SANITARY NOTES:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL
COMPLY WITH THE LATEST VERSION OF THE GENERAL
WATER AND SEWER CONSTRUCTION SPECIFICATIONS
AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE
AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED
BELOW.
2. ALL CONSTRUCTION MATERIALS AND METHODS OF
CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR
TO THE START OF WORK. A PRECONSTRUCTION
CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE
START OF WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
NOTIFYING MISS UTILITY (800- 552 - 7001).
4. RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977 -2970
EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS
PRIOR TO THE START OF CONSTRUCTION.
5. ALL WORK IS SUBJECT TO THE INSPECTION AND
ACCEPTANCE BY RWSA. 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
RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY
RWSA IN WRITING.
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY
REQUIRE BYPASS PUMPING FOR TIE -INS TO THE
EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE
PRESSURE TESTED PRIOR TO CONNECTING TO THE
SYSTEM.
7. THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE
PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN
AND IS NOT NECESSARILY COMPLETE OR
CORRECT. 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 UNLESS
PERMITTED OTHERWISE BY RWSA IN WRITING. NO
GRADING OR FILLING 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
APPROVAL OF THE BLASTING PLAN FROM RWSA.
GROUND MONITORING DURING BLASTING AND A
PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE
TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY
THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO
ADDITIONAL COST TO THE OWNER.
10. IN ADDITION TO 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.
BACKFILLING THE AREA OF THE CROSSING WITH
COMPACTED 57 STONE TO THE SPRINGLINE OF THE
EXISTING (PIPE WILL BE REQUIRED.
11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED,
CHLORINATED, FLUSHED AND WATER SAMPLES
APPROVED PRIOR TO MAKING ANY PERMANENT
CONNECTION TO THE PUBLIC WATER SYSTEM.
APPROVED METHODS OF FILLING AND FLUSHING NEW
WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY
POSSIBLE CROSS - CONNECTION TO 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.
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GRADING AND DRAINAGE PLAN
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434 - 531 -5544
alan @alanfranklinpe.com
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I Lic. No. 35326
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ISSUED: 05 -19 -14
REVISIONS:
1. 09 -06 -14 - County
Comments
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NOTE: 1" DEEP CONTROL JOINTS SHALL BE CUT INTO
SIDEWALKS AT MAX. SPACING OF SIDEWALK WIDTH.
PIS NCE ` ' . " , - ``,
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SEWER AUTHORITY GENERAL WATER AND
SANITARY NOTES:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL
COMPLY WITH THE LATEST VERSION OF THE GENERAL
WATER AND SEWER CONSTRUCTION SPECIFICATIONS
AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE
AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED
BELOW.
2. ALL CONSTRUCTION MATERIALS AND METHODS OF
CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR
TO THE START OF WORK. A PRECONSTRUCTION
CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE
START OF WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
NOTIFYING MISS UTILITY (800- 552 - 7001).
4. RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977 -2970
EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS
PRIOR TO THE START OF CONSTRUCTION.
5. ALL WORK IS SUBJECT TO THE INSPECTION AND
ACCEPTANCE BY RWSA. 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
RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY
RWSA IN WRITING.
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY
REQUIRE BYPASS PUMPING FOR TIE -INS TO THE
EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE
PRESSURE TESTED PRIOR TO CONNECTING TO THE
SYSTEM.
7. THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE
PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN
AND IS NOT NECESSARILY COMPLETE OR
CORRECT. 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 UNLESS
PERMITTED OTHERWISE BY RWSA IN WRITING. NO
GRADING OR FILLING 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
APPROVAL OF THE BLASTING PLAN FROM RWSA.
GROUND MONITORING DURING BLASTING AND A
PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE
TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY
THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO
ADDITIONAL COST TO THE OWNER.
10. IN ADDITION TO 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.
BACKFILLING THE AREA OF THE CROSSING WITH
COMPACTED 57 STONE TO THE SPRINGLINE OF THE
EXISTING (PIPE WILL BE REQUIRED.
11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED,
CHLORINATED, FLUSHED AND WATER SAMPLES
APPROVED PRIOR TO MAKING ANY PERMANENT
CONNECTION TO THE PUBLIC WATER SYSTEM.
APPROVED METHODS OF FILLING AND FLUSHING NEW
WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY
POSSIBLE CROSS - CONNECTION TO 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.
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434 - 531 -5544
alan @alanfranklinpe.com
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Alan G. Franklin
I Lic. No. 35326
0 W .
a
ss! o �
NAL _
ISSUED: 05 -19 -14
REVISIONS:
1. 09 -06 -14 - County
Comments
SHEET
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