HomeMy WebLinkAboutSDP201400061 Plan - Approved Final Site Plan and Comps. 2015-01-09r
SITE DATA
OWNER / DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC CONTACT. DAVE BROCKMAN
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1005 HEATHERCROFT CIRCLE, SUITE 100 OLD TRAIL VILLAGE
ENGINEERING
CROZET VA, 22932 CELL: (702)-985-9088
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dave@old trail village. com
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES
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914 MONTICELLO ROAD
CHARLOTTESVILLE, VA. 22902
DEPARTMENT OF FIRE RESCUE
(434)-977-0205
TAX MAP PARCEL No:
A PORTION OF 055EO-01-00-000A1
ZONING:
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
VA. DEPARTMENT OF TRANSPORTATION
OF ZMA-04-024 APPROVED ON SEPTEMBER 14, 2005
USE:
7 MULTI -FAMILY ATTACHED UNITS
BUILDING HEIGHT.
NOT TO EXCEED 4 STORIES FOR MULTI -FAMILY USE
SETBACKS:
MULTI -FAMILY USE:
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FRONT SIDE REAR
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5' 0' 5'
AREA SUMMARIES:
LOTS 0.60 Ac.
OPEN SPACE 0.00 Ac.
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PUBLIC R -O -W 0.00 Ac.
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PRIVATE R -O -W 0.24 Ac.
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TOTAL AREA 0.84 Ac:
LOT AREAS:
MINIMUM LOT SIZE FOR MULTI -FAMILY IS 3,000 S.F.
m
LOT 1 4163.6 Sq. Feet
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LOT 2 3087.3 Sq. Feet
LOT 3 3887.6 Sq. Feet
LOT 4 3994.2 Sq. Feet
LOT 5 3336.9 Sq. Feet
LOT 6 3374.6 Sq. Feet
LOT 7 4192.7 Sq. Feet
GROSS RESIDENTIAL
8.4 DWELLING UNITS PER ACRE
DENSI TY.•
PROPOSED
33,308 S.F. (INCLUDES PROPOSED LOTS 1-7, COURT MONT WAY BLOCK 12,
IMPERVIOUS AREA:
A PORTION OF PRIVATE ALLEY 'A' & PHASE 1 OF CLAREMONT LANE)
PROPOSED
8,839 S.F. (INCLUDES YARDS FOR PROPOSED LOTS 1-7)
TURF AREA:
PARKING REQUIRED:
2 SPACES FOR EVERY SINGLE FAMILY ATTACHED DWELLING = 2 x 7 = 14 SPACES
ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED= 0.25 x 7 = 1.75 SPACES
TOTAL SPACES REQUIRED = 16 SPACES
PARKING PROVIDED:
14 SURFACE SPACES + 14 GARAGE SPACES = 28 SPACES PROVIDED
MAGISTERIAL DISTRICT. •
WHITE HALL MAGISTERIAL DISTRICT
DRAINAGE DISTRICT.
LICKINGHOLE CREEK
WATERSHED:
LICKINGHOLE CREEK
TOPOGRAPHY.•
LOUISA AERIAL SURVEYS, AUGUST 2012
DATUM:
VERTICAL - NAVD 88, HORIZONTAL - NAD 83
CRITICAL SLOPES:
NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS.
FLOODPLAIN:
THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN
LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP
COMMMUNI TY PANEL NUMBER 510006 0237 D.
EFFECTIVE DATE: FEBRUARY 4, 2005.
EROSION CONTROL:
PHASE I & II EROSION CONTROL PROVIDED BY THE EXISTING
SEDIMENT BASIN CONSTRUCTED WITH BLOCK 11 AND
EXPANDED WITH BLOCK 14.
LANDSCAPING:
SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIIFICATIONS, NOTES
AND DETAILS.
STORMWATER:
ORIGINAL SWM BIO -RETENTION POND, BLOCK 14, WPO 2012-0013.
THE SWM BIO -RETENTION POND WAS MODIFIED WITH THE WPO :2013-00021 PLANS.
WPO 2013-00021 PROVIDES 46,286 S.F. OF STORMWATER CONTROL FOR
FUTURE DEVELOPMENT.
*NOTE: THE WPO 2013-00021 REFERENCE TO 50,033 S.F. OF IMPERVIOUS AREA IS INACCURATE.
LIGHTING:
1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS,
2. SPILLOVER LIGHTING ONTO PUBLIC ROADS AND RESIDENTIAL PROPERTY SHALL NOT EXCEED ONE-HALF
FOOT CANDLE.
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.
THE STREAM BUFFER(S)
SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH
THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
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BLOCK 12
PHASE 1
FINAL SITE PLAN
(SDP -201400061)
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VICINITY MAP
SCALE: 1"= 1000 FEET
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION VNITHIN 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 REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED
AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUC'''TION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT UNLESS OTHERWISE NOTED. CBR's SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL.
3. EROSION AND SILTATION CONTRiOL 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 ARIE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. TRAFFIC CONTROL SIGNS SHALL CONFORM 'TO 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 CONSTRUCTION
INDUSTRY (29 CFR PART 1926)1.
10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
GENERAL CONSTRUCTIONNOTES 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 iCOMPLETION 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 TO VDOT 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
B. 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 TO BE 5 MPH BELOW THE DESIGN
SPEED„ OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD C❑ -1 OR CD -2 CROSS -DRAINS ARE 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.
14. INSPECTION 6 TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH
VOOT FOR ACCEPTANCE INTO THE STATE SYSTEM.
SHEET INDEX
SHEET 1 ---------- COVER SHEET
SHEET 2 ---------- PHASING PLAN
SHEET 3 ---------- SOILS, DEMOLITION & EX. CONDITIONS PLAN
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SHEET 4 ------ --- SITE PLAN
SHEET 5 ---------- UTILITY PLAN
SHEET 5 ---------- GRADING PLAN
SHEET 7 ---------- DRAINAGE AREA MAP
SHEET 8 ---------- ROAD & UTILITY PROFILES, TYPICAL SECTIONS
SHEET 9 ---------- STORM & UTILITY PROFILES
SHEET 10 -------- CONSTRUCTION NOTES & DETAILS
SHEET 11 -------- LANDSCAPING PLAN
4* � H OF Dry
Christs'pher C. MLi[ igan
Lic. No.
031672 <v�
SSS/0NAL EAG
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING / ZONING
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ARCHITECTUAL REVIEW BOARD
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DEPARTMENT OF FIRE RESCUE
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VA. DEPARTMENT OF TRANSPORTATION
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REVISIONS
Nov. 20, 2014
County Comments
Dec. 12, 2014
County Comments
DATE
Aug. 15, 2014
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Nov. 20, 2014
County Comments
Dec. 12, 2014
County Comments
DATE
,Aug. 15, 2014•
SCALE
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CONTOUR INTERVAL
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5 SS 2.) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS.
3.) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING.
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VAR. WIDTH PRIVATE
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1 12" GATE VALVE
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STR # L STATION
DESCRIPTION
TOP
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TYPE 'B'
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12" CAP
g�2o STORM SEWER SCHEDULE 12/12/2014 / INSTALL & TEST W/L PRIOR TO TIE-IN
_PIPE # FROnn To PIPE DEscRlRrloN " SLOPE
IN PUT AFTER TESTING IS CAMP ETE COORDINATE
S�Ep 12" x 12" TEE CUT-OFF OF EX. 12 W L &
42 Ex. 1 41 143.36 L.F. of H.P.D.E 24 " Storm Pipe 1.92% INV(IN)= 664 INV(OUT)= 661.25 (1) 12" G..V. TIE-IN w/ 12" 90' BEND
OR MODE BMP (BOK 14 40 35 41 36.89 L.F. of H.P.D.E 15 " Storm Pipe 0.54% INV(IN)= 661.45 INV(OUT)= 661.25 / 12" 45' BEND COMPLETE TESTING OF PROP.
- 12 13 Ex. 41 59.07 L.F. of H.P.D.E 15 " Storm Pie 4.40% INV(IN)= 668.5 INV(OUT)= 665.9 12 W/L PRIOR TO CONNECTION
Pipe TO THE EXIST. 12" MAIN
38 39 35 73.86 L.F. of H.P.D.E 15 " Storm Pipe 3.32% INV(IN)=
664 INV(OUT)=
661.55
/
WV. IN)=663.14
INV.�OUT)=663.04
--
Trl\
/61
34 41 31 64.88 L.F. of H.P.D.E 24 " Storm Pipe 1.70% INV(IN)=
661.15 INV(OUT)=
660.05
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FUTURE
10 11 9 55.44 L.F. of H.P.D.E 15 " Storm Pipe 2.89% INV(IN)=
82 9 7 41.63 L.F. of H.P.D.E 15 " Storm Pipe 2.88% INV(IN)=
665 INV(OUT)=
662.55 INV(OUT)=
663.40
661.35
NOTE:
AN ASTERISK SYMBOL (*) DENOTES ELEMENTS
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' Pipe #34 Is Temporary Outfall Pipe Which Drains into the Existing Sediment Basin (Pipe #34 will be made
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THAT HAVE BEEN PROPOSED UNDER THE OLD
a
Permanent with the Installation of STIR#31 in Phase II of the Block 15 Road Plans)
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TRAIL VILLAGE BLOCK 15 PLANS.
2 Pipe #6 Is a Temporary Outfall Pipe Which Drains into the Existing Sediment Basin
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Christopher C. Mulligan
Lic. No.
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INV.�OUT)=665.31 \ _
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Nov. 20, 2014
County Comments
Dec. 12, 2014
County Comments
DATE
Aug. 15, 2014
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Nov. 20, 2014
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County Comments
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NOTES:
1. T14.45 ITEM M,AY BE PRECA EE OR CA„ 1 IN C LACE
2. CONCRETE TO BE CLASS A�3 IF CAST W PLACE,
44GOG PSI F PRECAST,
U. CURB HNVING A RAOWS OF- 300 FEET, OR t FSS dX z.7NG
ME OF CORE) Wl1 L BE FPAD FOR AS RADIAL C UROa
6. THE DEPTH' OF CU19 MAY BIE 9EVUCED AS MUCH AS 3"
0 D'PTH9 Ci INCREASED AS F CH AS 3" 121 DEPTH
'N r ER TPAC THE: BOTTOPA OF CURE �I7> COINCIDE
WITH THE TOP f P A C URSIE O TETE PAVEM NT SUBS RUCfQRE.
OTHERWISE THE DE'fH IS TIC BE 16 AS SHOWN. NO AD1U` 7WNT
°ia THE PKE 8=0 IS 1G BE MADE. FOR A DECREASE 0H 3sN
INCREASE IN QEPTH.
5 i y l.3 CURB IS Fri BE USED iWHEN CE SIGN SPEED
IS 40 MPH 3R i ESS OR RUR& HIGHWAYS AND
45 MPH OR LESS IN DES EMPEL UPFIAN R4D
S SURBAN AREA& 1r"
THESE UEStTa SPEEDS ARE
EXCEEDED STA:NOATTD CG -3 I45 REQUIREO
STANDARD "
CURB
ViRGINiA DEPPRTMENT OF CRANSPORTATIQM
200
UTILITY NOTES:
685
1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS.
2.) ALL INLETS DEEPER THAN 8' REQUIRE SL -1 SLABS.
3.) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING.
680 (VDOT 2008 ROAD & BRIDGE STANDARDS)
675 NOTE: ALL MANHOLES WITH A DEPTH OF 12' OR
GREATER SHALL HAVE SAFETY SLABS IN
ACCORDANCE WITH VDOT STANDARDS (SMH-1).
665
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650
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Lic. No.
031672 2v�
670 Po�Fss
ONAL
SCALE 1" = 5' VERTICAL
5
2.5
660
0
SCALE IN FEET
655
SCALE 1" = 50' HORIZONTAL
650
50 25 0 SCALE IN FEET 50 100
645
NOTE:
640 AN ASTERISK SYMBOL (*) DENOTES ELEMENTS
THAT HAVE BEEN PROPOSED UNDER THE OLD
TRAIL VILLAGE BLOCK 15 PLANS.
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REVISIONS 1
Nov. 20, 2014
County Comments
Dec. 12, 2014
County Comments
DATE
Aug. 15, 2014
FILE NUMBER
8053
SHEET''
9ofi11 II
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NO
VARIES VARIES
4' 4' 4'
3"
R11-2
(48"X30")
BARRICADE DETAIL
NO SCALE
THE "ROAD CLOSED" BARRICADES SHALL BE TYPE 3
BARRICADES, WITH ALTERNATING CHEVRON FLUORESCENT ORANGE
WHITE STRIPES, PLACED IN ACCORDANCE WITH THE 2011 VWAPM.
EXISTING PAVEMENT I PROPOSED PAVEMENT
REMOVE EXISTING SAWCUT THROUGH
SURFACE COURSE 12" EXISTING SURFACE COURSE
12»t PROPOSED SURFACE COURSE
INTERMEDIATE ASPHAL
--— ,.
BENCHED PAVEMENT BASE ASPHAL
JOINT W/ ASPH. • ..• a :m :oma •.:......5
TACK COAT oc AGGR. BASE 00
° a o
opbr?o o o O .0;dc4�
p'p .. aQo •a0 tr.o..o.•o bCl
NO TE: PROPOSED PAVEMENT MUST
TIE IN WITH EXISTING PAVEMENT
.PA VEff WT JOIN' IDE 4IL
E IVI E
SPRI
C
1, 10. 6€
REMAINING BACKFILL `HALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN AI'JY
DIMENSIC)N
-INTIAL BACKFILL*
(6" LIFTS)
THOROUGHLY COMPACTED
B'( HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHII\Ir.
-BEDDING 6" max
4'' rnin
-FOUNDATI011 (SHALL BE
REQUIRED WHEN SOIL
CONDIT1 1,dS ARE UNSTABLE
PIPE)
NOTE
OPEN CUTS IN PAVED AREAS WITHII'J EISTiNG VDOT RIGHT-OF-WAY SHALL BE
BALI'.FILLED ENTIRELY WITH NO, 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOUI OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4' BEDDII`JG OF NO, F,3
STOI"IE SHALL BE PROVIDED
1.VVHERE ROCK. IS ENCOUI'JTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6''
BEDDING OF HO, 63 STOI'IE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
HTS
FIG. S 3
TD -23
JUfJCTI0H BOXES, TRANFORMER PADS, PEDESTAL=, ETC.
SHALL NOT BE LOCATED WIFHIII THE RIGHI OF N/A'Y.
VARIES -
1+l'_ - r I0'
P.I 10' -
< F
WATER SEVVER
0
LOCATION OF OTHER UTILITIES
((,AS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMEIIT WIDTH_,: WATER OR SEWER, ONLY LO' MINIMUM
WATER p,. SEWER 30' MINIMUM
SEE PART 3, PARAGRAPH D; SEPARATIOH OF WATER a SEWER, SYSTEMS.
UTILITIE` CROS ING A WATER OR SEWER EASEMENT SHOULD BE AT
90° TO THE RIGHT OF WAY,
UTILITY LOCATIONS & EASEMENT WIDTHS
TD -1
PB -1
NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL
TOP OF FILL
TOP OF FILL
-- AV GROUND LINE H`
GROUND LINEH
GROUND LINE H
rrrrr /r/i
f/rr/ rrir
r/r rf
/r
ri/ rr
r r/ ROCK OR
f
tri
D•12" ^EARTH
D-12" - - UNYIELDING
D•12" EARTH
d
_
d SOIL
d
0/2 }°°
D/2 fr
D/2
CG 0, (-SEE NOTE 7)
L.DW LE55 THAN 50t3 `NPO D X. 8 X
BEDDING
i/
1 I
b MATERIAL
MIN. 1/10 D
BEDDING
MIN. 1/10 D
BEDDING
MIN. v10 0
X MD1 MATERIAL
X
1 OFPHD X MATERIAL
X IE—D -1 X.
+DPTIQNA,L S„
MIN. B"'
&,_1
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
MAX.
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
r� MIN, 1.5 x D I"F MIN. 1.5 x T�
"I
MIN. 1.5 x D MIN. 1:5 x D
JC4NT
I-OLN. 1:5 x D— —MIN: 7.9 x D
I _
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JE:TOP OF FILL
ASS
TOP OF
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TOP OF FILL
HH
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= rrrrrr�rrr//r rr/rrrrrrrrrrr
- rfrrrrrrr-rrr rrrfrrrrrrf/r --
-
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rr//rrrrrrr rrr/rf/rrr
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I� EARTH
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MIN. 1/10 I�_ BEDDING
- UNYIELDING
MW: 1/10 D r SOIL
X t�D X MATERIAL
X D . X
MIN. 1L10 D BEDDING EARTH,
BEDDING
V" PER MATERIAL
NORMAL EARTH FOUNDATION
OF H
M�• B". ROCK FOUNDATION
FOUNDATION SOFT, YIELDING, OR
MAX. 24"
OTHERWISE UNSUITABLE MATERIAL
®BEDDING MATERIAL IN ACCORDANCE WITH NOTES.,
SECTION 302 OF .THE ROAD AND BRIDGE
SPECIFICATIONS, FOR PLASTIC PIPE. THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE
CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE.
WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS. FOR, GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS
BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00.
®REGULAR
WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN
EMBANKMENT AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL.
SHEET 1 O 4
swcmm
INSTALLATION OF PIPE CULVERTS AND STORM SEWERS
CIRCULAR PIPE BEDDING AND BACKFILL — METHOD "A"'
302
V 8/
REV B/D7
303
VIRGINIA DEPMTW14T OF TRANSPORTATION 7,01
1" COMPRESSION x 3/4" MALE PIPE
COUPLING OR APPROVED EQUAL
1"x1"x1"
TEE
NOTE:
NO SWEATED \\�=-
FITTINGS
DUAL JLNVIUL \
1" COMPRESSION x 3/4" MALE PIPE
COUPLING OR APPROVED EQUAL
1" TYPE "K"
SOFT COPPER
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
FINISHED GRADE -1 I t?IIF- .III f 17- ;LII;..=_III -1Ii=
n+ -r -+I III=
LOCKWING _I
1/4 BEND COUPLING (IF REQUIRED) BALL
MUELLER NO. H-15069 (1") VALVE Ilil
NO. H-15068 L 1/2", 2") (INLET
FORD N0. L02-44 (1) OUTLET)
NO. L02-77 2") 36" MIN. I
OR APPROVED EQUAL =11
C7
O
O
FOR USE ON ATTACHED SINGLE
FAMILY RESIDENTIAL SERVICES OR
DUAL RESIDENTIAL AND IRRIGATION
SERVICES.
FOR USE ON DETACHED
SINGLE FAMILY RESIDENTIAL
SERVICE WHERE AN IRRIGATION
METER IS NOT PROVIDED.
IRON LID
-1I l= BROOKS 2200 SERIES BOX
10"-15" 1= WITH EXTENSION OR
III; APPROVED EQUAL IN
�! UNPAVED AREAS
(`= COPPERSETTER
{}r -(PLACED ON STONE)
II McDONALD 20-209 WWDD 33
II OR APPROVED EQUAL
4" STONE BRICK AS
CORPORATION STOP (1", 1 1/2", 2") BEDDING NECESSARY
MUELLER NO. H-15000
FORD NO. F-600, OR
APPROVED EQUAL
TYPICAL WATERLINE
SERVICE INSTALLATION
NTS
FIG. W-6
TD -19
ADDED FEB. 16, 2006
GENERAL
1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS 'WITHIN THE
APPLICABLE HEIGHT OF COVER RPJIGE NOTED IPJ THE STANDARD PC -1 TABLES U14LESS
OTHERWISE NOTED ON THE PLANS.
2. H = HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE.
3, b - EXCAVATION DEPTH AS SHOT''',+N ON PLANS OR FO FIRM BEARING S011 -
CIRCULAR PIPE
1_ D = OUTSIDE DIAMETER OF PIPE.
2. d INSIDE DIAMETER OF PIPE.
3. X = WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE:
X i_"
"_ -
WHERE d IS -LESS THAN 5v".
X = 18 WHERE d IS 36" AND GREATER.
4. WHERE DIRECTED BY THE ENGINEER. BEDDING MtATERIA_ MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE SEXCEPT PLASTIC PIPE)
30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15'.(3R LESS.
5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIED OF.CLASS I BACKFILL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEP f PLASTIC PIPE) 30" AND
LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS.
6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER
SLOT INLET (DI 13) OUTLET PIPES INSTA.LLATIOHS.
ELLIPTICAL PIPE
1, S, = OUTSIDE SPAN DIMENSION OF PIPE.
2 S, _ IHSIDE SPAN DIMENSION OF PIPE.
3. R- = OUTSIDE RISE DIMENSION OF PIPE,
4. X WIDTH OF CLASS I -BACKFILL MATERIAL BEYOND '[HE EXTREMITY OF THE PIPE.
X = 1?" WHERE 5 I
,) S LESS THAN '36".
X = 18" WHERE S� S 38 AND GREATER
5. WHERE DIRECTED BY THE ENGINEER, BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER' ROUTINE ENTRANCE PIPE WHERE S') IS 38" OR
LESS AND HEIGHT OF COVER 15' OR LESS.
6. REGULAR BACKFILL MATERIAL MAY BE USED -III LIEU OF CLASS I BACKFILL MATERIAL_ FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND
HEIGHT OF COVER, 15' OR. LESS.
PIPE ARCH
1 S = SPAN DIMIEIISION OF PIPE.
9' R = RISE DIMENSION OF PIPE.
3 B = SEE PC -1 TABLE FOR APPLICABLE PIPE MATERIAL
-T. - WIDTH OF CLASS- I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
x = 12 WHERE SZ IS LESS THAN 36'.
x - 18" WHERE SLIS 36' AND GREATER
5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER- ROUTINE_ ENTRANCE PIPE. INHERE S2, IS 35" OR
LESS AND HEIGHT OF COVER 15 OR LESS.
O, REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I.BACKFILL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND
HEIGHT OF COVER 15' OR LESS.
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WITH STAINLESS STEEL
BAND
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TYPICAL MANHOLE FRAME & COVER
N.T.S
FIG S -1-D
00 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
BRANCH
2"
NOTE:
ALL CONNECTIONS TO
EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
LLJ I- CONNECTION BOOT "
INSTALLED
D
0
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE — IN
SEWERS
SRFFEREfIGON
INSTALLATION Grr- PIPE CULVERTS AND STORM SEWERS
NEW. 1./G4 G F,,I E R AL NOTES 302
107,00 VIRGINIA DEPARTMENT OF TRANSPORTATION 303
NTS
FIG. S -1—B
TD -25
o*7��S,T H OF �I1P
o. .1�1,
UA4—
Christopher C. Mulligan
Lic. No.
031672
0NAl-
SEWER SERVICE LATERAL CONNECTION NOTES
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS FINISHED
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE GROUND 1�
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE. 2' MIN
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN
SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED
BY "SEALTITE",OR AN APPROVED EQUAL.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL
BE 2% (1/4 PER FOOT) SALT
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM TREATED
DIAMETER OF 4". 2 x 4
MARKER
5. ALL SEWER LATERALS SHALL HAVE A
MINIMUM COVER OF 3 FEET.
MAIN
LINE
PLUG END OF
/ SERVICE LATERAL
SECTION
45.0' 0"
IN LINE WYE -TEE
PI ANI
SEWER SERVICE
LATERAL CONNECTION
FIG. S-2 N.T.S.
TD -2 TD -6
CG -98
LIMITS OF LIMITS OF
PEDESTRIAN / PEDESTRIAN
C ACCESS ACCESS
ROUTE E WIDTH OF ROUTE
ENTRANCE I
4'-0" h,11N, r 4'-0" MIN,
+/ WIDTH OF ENTRANCE A'11 IvJIfJi
� 4'-0" MIhJ. ?' R 2'R 4'AO" MIN.
Y0
NOfJ T-"
EXISTIh1G OP, PROPOSED EXPANSION JOINT RAVERSABLE 5'
SIDEWALK OR SIDEWALK SPACE o UNPAVED SPACE SLOPE - UINPAVED SPACE
IF, F
rj
r PEDESTRIAN ACCESS ROUTE DETAIL
EXPANSION JOINT w
E E w
ADDITIONAL RIGHT -OF -','JAY IS REQUIRED IF THE LIMITS
L z OF PEDESTRIAN ACCESS ROUTE [R EXTEND BEYOND
v EXISTING OR PROPOSED VOOT RIGHT -OF WAY.
/) CURB INCLUDED III
ENTRANCE GUTTER
UNPAVED SPACE
t- -
w
•d//.,� w w � C, U�
/ / X`V ~o PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
6„ FLOW LINE - UNOBSTRUCTED, STABLE, FIRM XID SLIP RESISTANT
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A L •" 9
FACILITY THA( L'/VJ BE APPROACHED, ENTERED AND
ENTRANCE WIDTH USED B'! PEDESTRIANS. SECTION F -F
'NIDTH OF GUTTER,
EXPAIdSI0h1 JOINT DESIRABLE P91fJIMUM 16'
ABSOLUTE MINIMUM 12'
IF PEDES FRIAIN ACCESS ROUTES 8 ARE BENC
PROVIDED, A MINIMUM 4' TRAVERSABLE VVIDTH
EDGE OF PAVEh;IEI'1f IS REQUIRED WITH A MAX. 27 CROSS SLOPE. �2'-0"
HALF PLAN C
d.
WHEN USED IN CONJUNCTION WITH STAHDARD
CG-� OR CG -7, THE CURB FACE ON THIS
STAIDARD IS TO BE ADJUSTED TO MATCH THE
MOUIJTABLE CURB CONFIGURATION.
:I -O/ TO 1OX CHANGE PARABOLIC SECTION E -E
urlPnveo _ I� CURVE
FACE: OF CURS 6 SPACE SIDE4'JALh: SPACE Q
A
HORM,AL GUTTER 12X MAX. SLOPE A _ - - - ' �.Y. X
u
7 u CLASS A3 (H.E.S.) C0I1C. V�I�f/A�I�ij n
—6' AGGR, BASE TYPE I SIZE 21B
U.
H�5'-0" 5'-0" -" POINT OF GRADE CHANGE
FOR CURB ARID GUTTER ONLY
-
-FOR SIDEWALK, CURB AND GUTTER
BUILT CONCURREHTL'Y ac 12 ): MAXIMUM IFICREASE III SLOPE AT MINIMUM 10' INTERVALS
3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL AND SECT101`1 D -D
SECTION C -C 8 ;! MAXIMUM DECREASE FOR 5UCCEEDIh1G MINIMUM 10' IHTEP,VAL5
SPE11Efi
REFEREI STANDARD ENTRAP\]CE GUTTER
FERE11ICE
$Q2 FOP, USE WITH UNPAVED SPACE BETWEEI,,l CURB SIDEWALK REV. 2/06
VIRGINIA DEPARTMENT OF TRANSPORTATION 20302
M
PROCEDURES FOR INSTALLING LATERALS
TO THE EX. SANITARY SEWER MAIN IN SERVICE
WHEN IT IS NECESSARY TO TAP THE MAIN SEWER LINE AND INSTALL A 4" OR 6"
INCH SEWER CONNECTION, THE FOLLOWING GUIDELINE SHALL BE ADHERED TO:
1, THE WORK SHALL BE DONE BY AN APPROVED UTILITIES CONTRACTOR SPECIALIZING
do PERMITTED FOR THE INSTALLATION OF PUBLIC WATER AND SEWER LINES. UPON
REQUEST, THE COUNTY WILL FURNISH A LIST OF KNOWN UTILITIES CONTRACTORS
ACCEPTABLE TO THE COUNTY TO PERFORM SUCH WORK.
2:. IF A WATER LINE IS TO BE CROSSED, THE TAP MUST BE MADE ON
MONDAY — THURSDAY.
3:. THE CONTRACTOR SHALL NOTIFY THE UTILITIES DEPARTMENT'S CHIEF INSPECTOR
48 HOURS PRIOR TO BEGINNING CONSTRUCTION.
4.. WHEN TAPPING THE SEWER LINE, A MECHANICAL HOLE CUTTER AND AN
APPROVED SADDLE MUST BE USED. THE TAP MUST BE MADE SO THAT THE
SERVICE LATERAL CONNECTION WILL ENTER THE MAIN LINE ON A SLOPE NO GREATER THAN
45 DEGREES. NO CONNECTION SHALL BE CUT INTO THE TOP OF A SEWER LINE.
5. WHEN TAPPING INTO A MANHOLE, BRING THE LATERAL CONNECTION /N
ABOVE THE SHELF, BUT NO HIGHER THAN TWO FEET ABOVE THE LOWEST INVERT.
A CHANNEL OR TROUGH TO CARRY THE FLOW FROM THE CONNECTION MUST BE BUILT
INSIDE THE MANHOLE.
61. THE SEWER LATERAL CONNECTION IS TO BE CONSTRUCTED ONLY TO THE PROPERTY
LINE AND/OR THE EDGE OF THE EASEMENT IN WHICH THE MAIN SEWER LINE
LIES, OR AS DIRECTED BY THE INSPECTOR.
7. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES
AND SHALL HAVE IN HIS POSSESSION AND/OR FURNISH EVIDENCE UPON REQUEST
OF HAVING SUFFICIENT INSURANCE TO COVER ANY DAMAGES THAT MAY OCCUR.
S. WORK IN THE STATE RIGHT OF WAY -
A. THE VDOT MUST GRANT PERMISSION TO INSTALL A SEWER LATERAL WITHIN
THEIR RIGHT OF WAY. THE UTILITIES CONTRACTOR IS RESPONSIBLE FOR
MAKING APPLICATION TO VIRGINIA DEPARTMENT OF TRANSPORTATION FOR
PERMISSION TO INSTALL A SERVICE LATERAL CONNECTION WITHIN THEIR RIGHT OF WAY AND
FOR PROVIDING THE CHIEF INSPECTOR A COPY OF THE PERMIT BEFORE COMMENCING
WORK.
B. USE THE NECESSARY SIGNS AND BARRICADES TO DIVERT TRAFFIC.
C. ONE—WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES.
D. THE TRENCH MUST BE BACKFILLED WITH 21A STONE, AND COMPACTED AS
REQUIRED.
E. PAVEMENT SHOULD BE REPLACED WITHIN 24 HOURS. ALL PAVING IS TO
BE DONE IN ACCORDANCE WITH STATE HIGHWAY DEPARTMENT SPECIFICATIONS.
F. ON STREETS SUBJECT TO SCHOOL BUS TRAFFIC, WORK SHOULD BE DONE ONLY
BETWEEN 9:00 A.M. AND 3:00 P.M.
PRIOR TO CONNECTING PRIVATE SEWER CONNECTIONS FROM A HOME OR BUSINESS TO THE
SERVICE CONNECTION, A SEWER CONNECTION FEE MUST BE PAID AND ALL THE ABOVE
REQUIREMENTS MUST BE MET. IN ADDITION, THE BUILDING INSPECTOR'S OFFICE MUST BE NOTIFIED
FOR FINAL INSPECTION.
GENERAL WATER & SEWER CONDITIONS February 06, 2013
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ASCA) INSPECTORS.
THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING 7HE PROPER SERVICE AUTHORITY OFFICIALS AT
THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY
SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL
ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF
PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS,
AND WA TER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING
FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS
FITTINGS, EFFECTIVE JANUARY 04, 2014(SENATE BILL 3874, WHICH MODIFIES THE SAFE DRINKING WATER ACT).
I
I
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CONSTRUCT GRANDE CHARGES WITH A PARABOLIC CURVE.
STREET APPROACH AME SURFACING
(RAXAUS TO BE AS I
SHOWN ON
ca
AS MMUUE ROADWAY (SEE NOTE 6)
PLANS)
u
I
(IiA(.)iUS TO PSE A`_+
C1
RADIAL 0`OMINNATION SHOWN ON PLANS)
°
CURB M40 GUTTER
CG 0, (-SEE NOTE 7)
L.DW LE55 THAN 50t3 `NPO D X. 8 X
GLASS A3
dH,E,S.)
i/
tTOTE'I ALLOWABLE ENTRANCE GRADE T.�F§LE YS NOT
APPL)CABLE TO STRE£T C. TNJEG7�DN>
J ` 0
S€C?CW&K
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45EE NOTE' 2) W,
+DPTIQNA,L S„
FLOW LINE
µEXP°ANSKON
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NIOTEw WOT€i "G'° QR
ASS
MAINLINE INE nADWA"Y
SHOWN ON TY"PICAi
SECTION, A -*J
O
PLAN VIEW
0
MARE!„INE ROADWAY SLOPE-
Y)'PARASOLIC CLRVE
EDGE OF SHOULDER OR }
S .x -
OPTIONAi, FLOW LINE
_b
SLOPE CHmGE
RxAiNE1NIE ttO y
� .w... —
8X MAX. ---
SLOPE OtiANGE
GENERAL NOTES
1, WHEN CQ -11M USED FOR STREET C0NNECT ONS, THF
CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
AAS&93Q POLICY A1'di3 THE hRPLICA6LE 4.EQUIk[iiFN#TS
OF THE VLTC#7 ROAD DE iON 1A".A;,, iNCi UOING %GHT
DISTANCE REOEM NTS.
2, WHEN THE ENTRANCE RADN C"OT ACCOMMODATE THE
TURNING REQUIREMENTS OF ANTICWATED HEAVY TIS”
TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAE'S
WITHIN THE L4ATS OF THE R USI-OUi_D SF
INCREASED To 7,
N USED IN CC*;JU ' I
�. #YPIE NCT ON WITH STAi4DIaR0 {:O_ g
OR DC 7. THE CURS FACE ON THIS STWDAPD 6 TO
BE A RiSTED TQ MATCH TW WOWTABLE Cid
CONFIGURATION,
4, GEE STANDARD CG -12 FOR CURB RAMP & €S3GN F6 BF
USED WITH THS STWARD
5, OPTIONAL FLuWUNE MAY ffOWE W?TJ'114G OF A
PORTION OF G1 TTER TO PRECi;UDE`PONDHI C'F WATER.
ENTRANCE NOTES
FLOW
6. PLANS Ata° "TD INDICATE WHEN OIdCTRI,CTION4 D1" A ria4'Y
UNE 15 REQUIRED ' TO PROVIDc F'SISJTIVE °DRAN4AGE ACROSS
THE ENTRANCE.
7° MAJP:t_BNE PAVEMENT SKALL BE COIMTRUCTFD TO THE
R/W LINE (EXCEPT ANY SUBGRAM STAB!LIZATIOP4
REQUIREO ,FOR MAMINE PAVEMENT WHICH CAN DE
OMITTED IN SHE ENTRX CE3
S. RADiAL CURB OR COMBWA.TIO9,4 ti vvS AND f JTTER
S11A7 L NOT EEE CONSTRDOTED BEYOWJ THE R/W LINE
EXCILPT FOR REPLACEMENT PURPOSES,
R. THE DESIRA8LE ANO 4dmmm ENTRANCE GRAOE C HAWSES
`61E4. J
COMMERCIAL ENTRANCE
�ELISTED IN THE ALLOWABLE T'sifaE VALUES ARE MU APPLICABLE 10 �R TR
TA(I€: T
CONSTRUCT GRANDE CHARGES WITH A PARABOLIC CURVE.
coNNEDTI€1NNf5_
SECTION A - A
ALLOWABLE ENTRANCE GRADE CHANGES
. -...� C'R E CHMGE
ENTRANCE VOLUk : D1,
C1
CtFS7RFE#I_F MAXIMUM
! MORE 7HAN 1500 VPD Ox 3%
°
PED 511#1-t5O0 YPD 137 R
O LU
/
L.DW LE55 THAN 50t3 `NPO D X. 8 X
GLASS A3
dH,E,S.)
�^
" &- -
tTOTE'I ALLOWABLE ENTRANCE GRADE T.�F§LE YS NOT
APPL)CABLE TO STRE£T C. TNJEG7�DN>
CONCRETE
SECTION G -C
S7ECWRENCIICAT ON METHOD OF TREATMENT-
-2—FEE
CONNECTION R STREET EET ENTRANCESTI
X07 AND
VIRG3041A: DEPARTMENT CIF TRANSPORTATION
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REVISIONS
Nov. 20, 2014
County Comments
Dec. 12, 2014
County Comments
DATE
Aug, 15, 2014
FILE NUMBER
8053
SHEET
10 of 11
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8053
SHEET
10 of 11
NOTE:
AN ASTERISK SYMBOL (*) DENOTES ELEMENTS
THAT HAVE BEEN PROPOSED UNDER THE OLD
TRAIL VILLAGE BLOCK 15 PLANS.
LANDSCAPING NOTES:
SYMBOL DENOTES EXISTING TREES
t�
SYMBOL DENOTES PROPOSED TREES
DECIDUOUS TREE
PLANTING DETAIL
GALVANIZED —�
GUY WIRE
2"X2" HARDWOOD
STAKES
120'
GALVANIZED RUBBER HOSE
GUY WIRE
2"X2" HARDWOOD
STAKES
WRAPPING
M
O
II I 20' PRIVATE -
DRAINAGE ESMT. : m:
Ill, FUTURE H w
SHREDDED HARDWOOD v G
MULCH MIN. 3 DEPTH REMOVE BURLAP FROM VAR. WIDTH PRIVATE
/
TOP 1/3 OF BALL
DEVELOPMENT N DRAINAGE ESMT.
AREA & 20 UTILITY
EASEMENT
FUTURE
EARTH BERM
AROUND TREE
DEVELOPMENT
/\/ / /. /.�/\
AREA f a.
\' X77i"%7�l`�7
TWICE 12 00
BALL DIAMETER �: / 20 PRIVATE 4
DRAINAGE ESMT. 4* FP
20 PRIVATE
DRAINAGE ESMT.
STREET TREE REQUIREMENTS, NOTES & DETAILS
STREET TREE CALCULATIONS - GLEN VALLEY DRIVE (EXISTING PER BLOCK 11 PLANS)
370 LINEAR FEET OF ROAD FRONTAGE O 1 1W / 40 LINEAR FEET = 9.25 STREET TREES REQUIRED
7 EXISTING STREET TREES (Per Block 11 Plans)
3 STREET TREES PROPOSED
(A TOTAL OF 10 STRIEET TREES PROVIDED)
STREET TREE CALCULATIONS - CLAREMONT LANE
159 LAV .AR FEET QF ROAD FRONTAGE O 1 1REE / 40 LW.4R FEET = 3.98 STREET TREES REQUIRED
5 STREET TREE -13 PROVIDED
PLANT LIST
QUANTITY
SYMBOL
BOTANICAL NAME
COMMON NAME
HEIGHT-
CALIPER @ PLANTING
SPACING
SPECS.
10 YR.
CANOPY
EX.
PROP.
CL
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3
5
FP
FRAXINUS PENNSYLVANICA
GREEN ASH
2.5" MIN.
12'
AS
B & B'
604
2
0
PA
PLATANUS X ACERIFOLIA
LONDON PLANETREE
2.5" MIN.
12'
Q
B & B'
368
2
0
0P
QUERCUS PHELLOS
WILLOW OAK
2.5" MIN.
12'
B & B'
370
0
3
AR
ACER RUBRUM & CVS.
OCT. GLORY, RED SUNSET
2.5" MIN.
10'
SHOWN
B & B'
397
PROPOSED SITE AREA
PHASE 1 OF BLOCK 12 = 0.84 ACRES
20% SITE TREE CANOPY REQUIRED=
BLOCK 12 CANOPY = 7,318 S.F.
SITE CANOPY PROVIDED (1 0 YR PROJECTED)
EXISTING BLOCK 12 TREE CANOPY= (3*604)+(2*368)+(3*370) = 3,658 S.F.
PROPOSED BLOCK 12 TREE CANOPY= (5*604)+(3*397) = 4,211 S.F.
TOTAL TREE CANOPY PROVIDED = 3,658 S.F. + 4,211 S.F. = 7,869 S.F.
SHRUB PLAINTING DETAIL
I
;LAP FROM
BALL
ARTH BERM L
,ROUND BED_j
D HARDWOOD —_
iLCH
DEPTH)
STREET TREE NOTES & DETAILS
NOTES & MINIMUM STANDARDS
* TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED
BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT.
* TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE
OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE !DEVELOPMENT, OR PHASE THEREOF.
* ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL
BE DONE IN ACCORDANCE WITH EITHER THE STANDARDITED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA
NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN
SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION.
* MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE
HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN.
* MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION.
* ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE
TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL
HEALTH OF THE PLANT
* TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED.
re�'- - 11 of
c� c '
Christopher C. Mulligan
Lic. No.
031672
SCALE 1" = 20'
20 10 0 20 AO
SCALE IN FEET
5_TU
20' UTILITY
EASEMENT
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REVISIONS
Nov. 20, 2014
County Comments
Dec. 12, 2014
County Comments
DATE
Aug. 15, 2014
SCALE
1"=20'
FILE NUMBER
8053
SHEET►°
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