HomeMy WebLinkAboutSUB201300096 Plan - As-built 2020-01-10I
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BLOCK 1, PHASE B &BLOCK 3, PHASE C
AS-BUILT ROAD &UTILITY PLAN
FINAL SITE PLAN #SDP 201300044, ROUDABUSH, GALE, & ASSOC. ENGINEERING PLANS LAST DATED 5-16-2014
GENERAL NOTES:
OWNERS: CRAIG ENTERPRISES, INC.(BLK. 3B) JA-ZAN LLC (BLK. 3C)
P.O. BOX 6156 1150 PEPSI PLACE
CHARLOTTESWLLE VA, 23906 CHARLOTTESWLLE, VA. 22901
OWNER/DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC(BLOCK 1) CONTACT: DAVE BROCKMAN
1005 Heothercroft Circle, Suite 100 OLD TRAIL VILLAGE
Crozet, VA 22932 CELL: (702)-985-9088
dave@oldtrailvilloge.com
PLAN PREPARER.
ROUDABUSH, GALE, & ASSOCIATES
914 MONTICELLO ROAD
CHARLOTTESWLLE, VA. 22902
TAX MAP PARCEL No:
055EO-01-00-000EO - EX. PHASE B, PROPOSED PHASE C - 1.120 ACRES REMAINING
055EO-01-00-00000 - BLOCK 1 - 4.342 ACRES (REMAINING=1.43 ACRES)
055EO-01-00-000EO - 1.213 AC. OR 52,834 S.F.(ORIGINAL PARCEL)
(EXISTING PARCEL LINE MODIFIED w/ PHASE 3B)
ZONING.
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
OF ZMA-04-024 APPROVED ON SEPTEMBER 14, 2005
EXISTING USES
BLOCK 3A,B - 25 TOWNHOUSE UNITS(6 AFFORDABLE)
BLOCK 1A - 52 APARTMENTS(1 BEDROOM)
BLOCK 1 A - 25,156 S.F. COMMERCIAL
BUILDING SETBACKS.
ALL MINIMUM SETBACKS FOR RESIDENTIAL & COMMERCIAL ARE 0 FEET.
PROP. USE / DENSITY:
BLOCK 3C - 12 TOWNHOUSE UNITS
BLOCK 3C - COMMERCIAL - 15 500 S.F.
BLOCK 1 B - 26,925 S.F. COMMERCIAL
BLOCK 1B - 7 TOWNHOUSE UNITS, 18 APARTMENT UNITS
BUILDING HEIGHT.• NOT TO EXCEED 4 STORIES
DRAINAGE DISTRICT LICKINGHOLE CREEK
WATERSHED: S. RIVANNA RESERVOIR
TOPOGRAPHY.• EXISTING BLOCK 3 TOPO AUGMENTED WITH RGA ASBUILT SURVEY.
UTILITY ASBUILTS FROM COLLINS ENGINEERING PLANS DATED FEB. 28, 2011.
BLOCK 1 TOPOGRAPHY TAKEN FORM J. BELL AERIAL SURVEY & COMPLIED FIELD
ASBUILT INFORMATION. FIELD VERIFIED BY SITE INSPECTION ON SEPT. 3, 2013.
EXISTING CONDITIONS: THE EXISTING UTILITIES AND INFRASTRUCTURE VARIES SIGNIFICANTLY FROM
THE APPROVED PLANS. REFER TO EX. CONDITIONS PLANS FOR ASBUILT & COMPILED
LOCATIONS OF UTILITIES, LATERALS, INVERTS, EXISTING GRADES & STRUCTURES.
DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83
PROVIDED PARKING.
A SHARED COMMUNITY PARKING ARRANGEMENT EXISTS FOR BLOCK 3 PHASE A & B
BLOCK 1 = 188 SHARED SURFACE SPACES, 21 GARAGE SPACES & 1�1 ONSTREET PARKING SPACES
BLOCK 2 = 86 SURFACE SPACES, 78 GARAGE SPACES, 19 ONSTREET PARKING SPACES(HOTEL ASSIST. LIVING)
BLOCK 3 = 104 POOL SHARED SPACES, 20 ONSTREET PARKING SPACES, 76 DRIVEWAY & GARAGE SPACES
SHARED PARKING ANALYSIS USING SHOPPING CENTER DESIGNATION
TOTAL SPACES PROVIDED
=398 PARKING SPACES PROVIDED(COMBINED BLOCK 1 &2 W/SHARE OF 229)
210 SPACES PROWDED(BLOCK 3 W/ SHARE OF 129
INCLUDES ONSTREET PARKING SPACES ADJACENT TO EACH BLOCK
SEE PARKING SUMMARY AND ANALYSIS PLAN SHEET
REQUIRED PARKING
BLOCK 1 - 362 SPACES
SHOPPING CENTER - BASED ON 4.75 SPACES 1,000 S.F.
BLOCK 2 - ASSISTED LIVING CENTER = 99 SPACES
INCLUDES NURSING, STAFF & ASSISTED LIVING SPACE(SEE PARKING ANALYSIS)
BLOCK 2 - 52 ROOM HOTEL SITE = 52 SPACES
INCLUDES RESTURAUNT AND ASSEMBLY REQUIREMENTS
BLOCK 3 - 239 REQUIRED(SHARED PARKING AGREEMENT IN PLACE)
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 COMMMUNITY PANEL NUMBER 510006 0237 D.
EFFECTIVE DATE. FEBRUARY 4, 2005.
PUBLIC
ONS17E PUBLIC WATER AND SEWER EXTENSIONS FOR BLOCK 1 & 3.
UTILITIES.
SEE UTILITY SPECIFICATIONS & DETAILS.
EXISTING
STORMWATER
MANAGEMENT
EXISTING
EROSION CONTROL
MEASURES.
SWM & EC
MEASURES.
LANDSCAPING.
LIGHTING:
SEE APPROVED SDP 2009-093 "OLD TRAIL BLOCK 3B- FINAL SITE PLAN" &
WPO-2008-0014 "OLD TRAIL VILLAGE BLOCK 3 STORMWATER MANAGEMENT PLAN".
SEE APPROVED SDP 2009-093 "OLD TRAIL BLOCK 3B- FINAL SITE PLAN" FOR
PHASE 1 EROSION CONTROL MEASURES AND DETAILS. PHASE 2 IS INCLUDED HEREIN.
SEE WPO 2013-0052 FOR EROSION CONTROL & STORMWATER MANAGEMENT
SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES
AND DETAILS.
ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS.
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PHASE 'A'
MARCH MOUNTAIN PROPER71ES LLC
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CRAIG ENT., INC. \�
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1.213 Acres
JA-ZAN LLC e�JPr
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10GHTS PRO 71ES It, LLC
BLOCK 3, PHASE b'
Remainder of Block 1
1.43 Acres
MARCH MOUNTAIN PROPER71ES LLC
Block 1, 4.34 Acros
OLD TRAIL VI LLAG E
BLOCK 1, PHASE & BLOCK 3 PHASE C
1 — 100
E OF THE MINOR SITE PLAN AMENDME
THE PURPO THIS MINOR SITE PLAN AMENDMENT IS TO MAKE MINOR CHANGES TO THE APPROVED SITE PLAN FOR
BLOCKS 16 AN SDP-201300044).
THE CHANGES THAT PROPOSING WITH THIS MINOR SITE PLAN AMENDMENT ARE LIS LOW:
1. A RECONFIGURATION OF TH HOUSE LAYOUT FOR THE UNITS THAT FRONT HLAR AVENUE. THE SEVEN UNIT
BUILDING ON THE APPROVED FINAL PLAN HAS BEEN DIVIDED INTO TWO SEP BUILDINGS. THE PLAN NOW SHOWS
A 4 UNIT BUILDING AND A SEPARATE T BUILDING.
2. REMOVED SOME OF THE 6 CREPE MYRTLES�[�TED ON LOT 11jpFfHAT THERE ARE NO TREES SHOWN WITHIN THE
PROPOSED BUILDING FOOTPRINT. THE PLANTINGS SRW ON LOT AVE ALSO BEEN RELOCATED..
3. RECONFIGURED THE PAVEMENT AND CURBING OF TH TE ACCESS ALLEY BEHIND LOTS 14-20. THE EDGE OF THE
PAVEMENT NOW ENCOMPASSES THE ENTIRE DRIVEWA ON OT 14, THUS, ALLOWING COMPLETE ACCESS TO THE LOT.
4. THE PROPOSED 43' OF ASHLAR R-O-W RRECTLY SHOWN, A OVED ON THE SUBDIVISION PLAT FOR BLOCK 1
PHASE B AND BLOCK 3 PHASE C (SUB- 00030).
5. A VARIATION WAS APPROVE THE BOARD OF SUPERVISORS ON JULY 8, 20 ALLOW FOR ARCHITECTURAL
FEATURES, SUCH AS THE F PORCH, STOOPS, AND OVERHANGES/EAVES OF THE U N LOTS 5-11 AND 14-20 TO
ENCROACH 1' OVER TH UILD-TO-LINE THAT IS SPECIFIED IN TABLE 6A ON PAGE 36 E OLD TRAIL VILLAGE CODE
OF DEVELOPMENT.
6. WE RE THE "PRIMARY SETBACK" AND "FRONT YARD SETBACK" LABELS AND LINES. A NOTE YING THAT THE
FRONT E YARD SETBACKS FOR COMMERCIAL AND RESIDENTIAL BUILDING SETBACKS SHALL BE 0 FEET CATED ON
SH OF THIS MINOR SITE PLAN AMENDMENT.
THE WIDTH OF THE CONCRETE SIDEWALK IN FRONT OF THE UNITS THAT FRONT ALONG ASHLAR AVENUE HAS BEEN
REVISED TO 7', WHERE THE TOTAL PEDESTRIAN WIDTH BEHIND THE CURB AND INCLUDING THE PAVERS IS 12 FEET.
SHEET INDEX
SHEET 1---------- COVER SHEET
WOODBOURNE
LANE
$
1
I
SHEET 5---------- GRADING PLAN
SHEET 5A---- ---- AS -BUILT GRADING PLAN
SHEET 5B--- ----- AS -BUILT GRADING PLAN
GOIfRIVE
OLD TRAIL �—
VILLAGE
Cn
J_
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VICINITY AP 1•=SCALE —
1
SHEET 6---------- ROAD, STORM, SANITARY & WATERLINE PROFILES
*NIC* SHEET 7---------- TYPICAL SECTION, NOTES & DETAILS
*NIC*��44 I�Ei�C�S�''.IF4"CS� DETAILS
*NIC*E�C7��C�4�Si9
*NIC* SMEETA2 4-X-�4-4PMtS -
*NIC*.�44kG<�E80OS�(S�DdTS
*NIC* = NOT INCLUDED
�AI,TH OF 1"
oho �
WILLIAM J. LEDBETTER
Lic. No.1507—B
�9ND SURVEY��
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING / ZONNING
ENGINEERING
INSPECTIONS
ARCHITECTUAL REVIEW BOARD
FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VA. DEPARTMENT OF TRANSPORTATION
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As -Built
Road & Utility
DATE
June 9, 2015
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FILE NUMBER
8053
SHEET
1 of 13
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\ 1 � Q o z TOP 694.0�-
/ +w INV(C�UT)=688.68
s SEX. STORM STR. Block3D /. M. OT 1-4
TOP=683.03 OzQ ETX. STORM TR. #2-10
OP=691.33 0
NV OUT =677. 0 O / TOP=692.
( ) � INV IN)=�83.83 / �z�
I INV�OUT)-683.63 woQ NV IN =6 .18
EX. STOR STR. 114 cnQ~ �I INV IN�=6 .08
TOP-69� # x�4*' Drainage V OUT �5.91
/ Block 3A ,� - INV )=678.51 Lv y � ` J \ 1 / EX. M.H. OT 1-3A INV UT)=678.28Np
TOP=689.95 * New 20' D�nage Easment * DE
INV IN 675.25 Hereby mated to Public Use
IINV IO UT 6 675 05 �,� �/ S iEPLA E C&G AS P
\ j ) X g' PVC _ / l 1 J1 - 1 � TO PROVIDE MIP
/ �%f ® GUTTER SLOPE WAI
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/ CD 1
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\ / i CD- - \ �� 1 MATCH EXIST. C&G
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EX. STORM _ STR. 11 ® �� �i _ EX. TC= 1 1 E
TOP=685.34 __0, 692.33 3
Ur=00J.L5 INV(IN)=677 M.H. OT 2-1
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\NV(OUT)=679.93 ( INV(OU - .54 TOP=691.68 St d R-1 q" G.V.�I - _ + 694.0 1
INV(IN)-676.j, Stop Sign 1 I
V / 0 INV '_' ��� ��� _ - SAD 4N _ '' - - rA6
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+ j y 1. 6 \\ �`QQ' 11 I �` / 693
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+ Sigg T _ I 694
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N\3 OT 2 10
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TOP=683.30 / / EX. IT ##104
INV IN -676. 2Q>> M.H.=6 7.'g9 �- 1.48
IN�=67 0 tip / EX. . OAT 2 3 INV IN)- 99 108 F
I `� 69,
T - 76.70 \ � � M IN OUT - - - -
8Al F N INOV IN)=688. 8
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E� Y> R 1 SA N s 6 07 New 20' rainage E sment I 6
/ P- 8 _39 8 \ \ l 1 \ * ereby dedi ated to P lic Us * ( 105 v - V -677. 4 N l MATCH EXIST. PAVEMENT 10 I
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�E PR VI AT 1 \Sign j 5 Dr
UTILITIES ``h 11 1�� 11 / �0 ' TC=
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6g3
I TOP=6 6.27 N I
I INV(IN=682.77 1i8I P- I EP=
V OUT = 62 -- New 20' Private I I A= , 9' 931520
1 2 Storm Drain Easement I - TIC
TR 02. / CN D.B. 4550 p.296 I T _ St'd R-1
_ r I I s 10 _ S' Stop Sign
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INV'OU � 6 2.77 I I � TC=6 .00 93.50 me ig I 69�85-
- - - N I I I \ Ep= EP
<I,/ATCH EXISTI G PAVEMENT GRADE`S + 692.35 Stop IP Si9n 692.10
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OLD T
IL DRIVE
UTILITY PLAN NOTES:
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St d 8-3A New 20' Drains Easment
I I No Parking * Hereby dedicated fe Pu ibfc�s
I Sign
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EX. M.H. OT 1-6
Block 2 TOP=695.17
EX. STORM STR. 2-12 EX. M.H. OT 1-5 i 4�, i INV 10%1587.62
# TOP=693.34 L - INV�OUT)=687.47
TOP=693.00 INV 4"-685.24 �� 4 - - - - - - -
INV �IN
N-686.57 INV�IN))=685.2z � � 33 8" PVC @ 0.66%
IN �_686.42 Ir -- S = s S --EX. STORM STR.NVOUT =686. - - - - �0T7 _= 676.1T___
STORM STR. 2-14 _
`} Y. � INV IN)= 88.32 INV IN)-689.41 2 16
IECESSARY 121 New 20' Drainage Easment <695.00S R INV((ODUT) 688.25 INV OUT =689.3
POSITI 1 * Hereby dedicated to Public Use * -
iD #2-12B \ C LAR E M O NT-
w N78'23'43"E LANE _
� 24.68'(Tie) STORibI-STR
X. TC- s j 61' PUBLIC RM/ XIS • TOP-695.11
92.63= % -� �I �� INV IN 689.47 2_ 18 \
INV 0 T)=689.37
n /
+ EX. _ , t I3 MATCH EX. T ` , > > ,
692 2 ; > .I :� t\` I• GRADES TOP=696.12 '
--- INV OUT=690.11
114wSEX. STORM EX. STORM STR � -
9 I II UUT=6� I - - I T�=695.50 / TOP=693.26 \� TOP=694.16 2a I
( 6 ) INV((IN-689.88-2�jl�NV( UT)=689.76
I - 23 INV (0UT)=689.81
30 S _ F" TFFI - I
I 1 TC=695.10� - C= St'd R-1 -MBLY
S-BUILT ROAD CENTERLINE Stop Sign -�
ESIGN (ROAD CENTERLINE I \ /� I \
r ,-_ .� < 1
I I 16 �' / F _ St'd 8-3A \ _ -694 J %
C B C I So Parking
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Sign // / L-
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TC A / MATCH EX.
9 - + 69 .50 / �_� _ GRADES J -
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TOP-69
INV(IN) +
TC=
692.41 X. STORM STR. -
` TOP-696.19
INV(OUT)=691.39
EX. STORM
Q II \ - TOP=695.65
o_ - _\ / (OUT)=691. 1 w - -
- - TC= _69 - ��>o (D TC= EX. STORM STR.
/ - - O � 694.37 TC-_
N 692.98 c 694.51 TOP= 694.55
+ . a- INV IN)-690.79
- / - Q 1 1 --694 LE WIDTH PUBLIC RM/ INV�OUT)-690.( OLD TRAIL DRIVELn
1
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GO U)
cn a - 1 RCP - - - - -
�- �� �,. NORM \ - _E�-S�6R�STR.
/ TOP-694.6C
\ / INV(IN)=68C TOP=695.55
INV IN -691 34
& BINGHAM TAB )
ARCHED METER PINT (BTPMS)
EXISTING WATER METERS AND SERVICE LINES ARE TO BE USED OR RELOCATED, AS APPLICABLE. \ // 1A"Pok.-I ."
ANY UTILITY SERVICES WHICH ARE TO BE ABANDONED SHALL HAVE THE CONNECTIONS SHALL BE
DISCONNECTED FROM THE MAIN AND PLUGGED OR CAPPED TO ACSA STANDARDS AND SPECIFICATIONS.
PROPOSED SEWER & WATER SERVICES FOR LOTS 4, 21, 22 23 SHALL BE STUBBED BEYOND THE SIDEWALK,
LOCATED AND MARKED FOR RECOVERY PRIOR TO REACHING FINAL GRADES.
WATER METER VAULTS AND METER BOXES SHALL ONLY BE LOCATED WITHIN PERMANENTLY LANDSCAPED AREAS.
FIXTURE COUNTS TO JUSTIFY WATER METER SIZES ARE TO BE UPDATED WITH THE ISSUANCE OF THE BUILDING PERMIT.
ALL INFORMATION SHOWN AS EXISTING
WAS ILLUSTRATED BY COMPILING FIELD ASBUILTS
WITH APPROVED COLLINS ASBUILT PLANS FOR
BLOCK 3A; MANY DISCREPANCIES EXIST BETWEEN
THE ASBUILT PLANS & THE EXISTING STORM
SEWER THAT WAS LOCATED IN THE FIELD.
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TC=
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TC= TC=
3.2 93.6 94.60
TC= `
4.51 6 5.30
M
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arkin gn �0
27
___ N 120' Draina a Easment
* Hereb �edicated t Public Use * \
I 21
MATCH EXIST. VEMENT
& LOCATE INLE TOP AT
L W POINT IN ROAD
M� I
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BINGHAM & TAYLOR CAST IRON FRAME & COVER
Catalog Numbers
For Covers with
Locking Lids
Lid
Size
Tile Size
I.D.
Approx.
Wt. Lbs.
BT_AL -32
11 112"
18"
36.0
BTA-3
11112"
20"
47.0
BTA4
111/2"
21"
48.0
,kv affable Sizes
1Sx24
1Sx30
1Sx36
20x24
2000
20x36
21x24
21x30
2106
24x24
2400
2406
3000
30x36
3606
INV�OUT)=691.24
AZ,TH pF vI�
o �
WILLIAM J. LEDBETTER
Lic. No.1507-B
1111iiiiiii SURVE�1_3:�/
SCALE 1' = 30'
a 15 0 ao 00
SM 01 FEET
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REVISIONS
March 14, 2017
As -Built
Road & Utility
DATE
June 9, 2015
Scale
1"=30'
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FILE NUMBER
8053
SHEET
5of13
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\ 1 �QLn=TOP SEX. STORP +wINV( �169J
UT)=688.68
Block EX. M. OT 1-4 z�Q EX. STORM TR.#2I 10
TOP=683.
NV(OUT)=b, TOP=691.33 O TOP=692.
% INV IN)= 83.83 CD
/ z INV I N= 6 .18 Block 2
1 � INV�OUT)=683.63 wo Q
\ ' EX. STORM STR. 114 cnQQ= A INV OA .5. EX. STORM STR. 2-12 EX. M.H_
1 1 # V OUT)- �5.91 # TOP-69 �.
TOP= 2.42 wUCn*1 Drainage TOP=693.00 INV(.4"))=68� �j 4
Block 3A 1 EX. M.H. OT 1-3A INV(IN)=678.51 �8., INV((IN-686.57 IN IN =685.2�
"' ^"�` ?8 yp NV(IN)-686.42 5" PVC @ 0.66%
1 1 TOP-689.95 New 20' Drainage Easment �F NVff OUT)=686.37 _ _ _ _ - - -
/ INV IN =675.25 I.I.=678.52 (2) * Hereby dedicated to Public Use * STR-2 - - - -
C / 11 INV IN�=675.25X.�STORM STR.#2-14 INV IN)-688.32
p= _ X. STORM STR. )
NV OUT)=675.05 _ (:�)-I.��=(682.93
0 693.13 REPLACE C&G AS NECESSARY 2 12 New 20' Drainage Easment _ INV((OUT)=688.25 (4) TO PROVIDE MIN. POSITI _ _ * Hereby dedicated to Public Use * = 695.00 \
/ I 11.0.=682.73 GUTTER SLOPE WARD #2-12B
1 8„ 114 _ _ CLAREMONT- �2
MATCH EXIST. C&G STR-21 N78'23'43"E \ -14
MATCH EXIST. C&G o Top=694.21 24 68'(T' ) LANE \ _
EX. M.H. OT 1-6
TOP=695.17
NV IN)=687.62
INV OUT)=687.47
---'M STR. �
INV IN)-689.41 161
INV OUT =689.3
\/ 2 � �� 1 13� - 1 -� �-- 1.0.=688.81 1e 61' PUBLIC RM/ XIS �TOR�TR -
/ ^1 EX. TC= i - - _ �• TOP=695.11
�- s �j CP__ EX. TC= 1 17.;>692.63 _ INV IN-689.47 2_ 18
EX. STORM STR. 11 3 lt�, G.V. �_ _
EX. STR. TOP=685.34 / 1 1 L _ 692.33 12 \
TOP=683.23 INV IN)=677 ��� M.H. OT 2-1 �� _ I INV 0 T)=689.37�
TOP-691.68 c St d R-1 TC- 1 x _ / , > ` m
INV OUT 679.93 INV OU - 54 1 STR-16 EX. - 3 MATCH EX.
INV(IN)=676.� Stop Sign 1 69242 •> :� GRADES TIDP-6
1 16 1 �� INV T)- 16 - - _ Top=693.80 >° >
1 l - STR-4 1 1-� 1.0.=684.35 - �\
Top=693.32 1 I I ---
I F_
� S�T 11d l 1 1 1 LL=684.07 (16) - � I I � EX. STORM STR. �
\ N - .1 3') \ t 36.2' I TC= 14 I I EX. M STR
�F `G RN% P.=691.64 I LL=684.07 (6) b, ss3.so - - - - Y TC=695.50 TOP_693.26 TOP=694.16 _2a
INV(1 =68 .74 1 O9 - 1.0.=683.76 I - - STR-23 INV(IN-689.88 _2Ejl INS/( UT)=689.76
,�, P i V(0U -
A 6 o Park ing �w _ I TC= 2`� Top=694.04 INV(OU=689.81 I I
G�
129n � I 10 694.30 I' I 694.30 1C I 1.0.=689.89
I I `� .J TC=695.10 TC= St'd R-1 -�
�1 1 EX. M H. OT 2-2 36.1' Stop Sign
N 3 OP _690.03 w °� I - - - - I AS -BUILT ROAD CENTERLINE Y
N 1_ i�v 0 �2 3 �g79:13 TC= h' f DESIGN ROAD CENTERLINE � C, I I / 1
jVN
R. 118 / CV 669.01 GN=b9Z. S8 9 695.30 I > I \
INV IN-679.4i u
83.30 EX. ST VO4 INV/(IN = ) St'd 8-3A
=676. 2Q'' , M. NV IN)-7. 999 I IN /(0IIT�- 81.48 108� INV�OUT)=678.5�' 1 5 Tc_ 16B.C.No Parking Sign
-) 7 . 0 tip�F / MT0 -6 8 2 3 IN OU)T \ I ` 695.30 695.10
T-76.70 \ _ - -- --
l1 18A1 N INV IN)-6 8 �- t I Z V Block 1A
NV�OUT - 1 1 P W J o
E 1 A N 1 EX Ep $ I; I 11]
S
l \ 07� New 20' Draina a Easment I 0.
/ P °8 R S 39J \ 1 1 * Hereby dedicated to Public Use IQ I - -
/ I V(� =677. 4 N �105� MATCH EXIST. PAVEMENT I 0 `t o w
36.2'
TC= I I W 1g I *PROPOSED TREES HAVE NOT BEEN PLANTED*
694.00 0
/ [Op-8 St'd R-1 - - - - a - -
\ 1 I NV IN Stop Signs 0 TC=
CV / l 104 1 I �A > 694.00
6 I' I via I 19 TC=AS-BUILT ROAD CENTERLINE
17 I.I.=682.06 (18)
�7 1 I I` I 36.1' I I 69450 DESIGN ROAD CENTERLINE
103 1 1 NodParking - - - - I 20' Private I '
I I / E�PR VI AT 1 \Sign STR-18 I 5 STR-6 Drainage Esmt.
STR-14 °
1 o ^ St'd 8-3A
/ UTILITIES ``h 1 1 Top=690.80 Top=692.69 / TC= 20 Top=692.59CY) ; No Parking
I I Q� X. M.H. OT 2-4� / 1 Sign
I.I.=684.15 (20) I.I.=685.10 8 / 693.3 DONOT ENTER J L-
- L0.-685 00 1.0.=686.69 u _
TOP=6 6.27 / CV I 1.0.=684.04 /- - // • ` ; TC- A Sign MATCH EX.
I I INV IN =682.77 1i81 I l P= I 692.20 - GRADES
I V OUT = .62 1 2 -- New 20' Private I I STR-8 - - A=8.19 93.15-F`--�/ 694.50
Storm Drain Easement TIC TC=
I 7 X_. TR 02. C\ D.B. 4550 p.296 I I Top=693.60 TC= St'd R-1 692.3 TING
00 T P=6 6.27 r I i I.I.=685.30 10 694.10 - -S ' _ Stop Sign _ _ i� 693.55
INV(I 6 2.77 I ai ame ig TC 04 Stop Sign PAVEMENT GRADES
NV o1�=6 - I I 1.0.=685.22iC=694.00 - 693.50 I 69�85 - -
EP=EP
692.35 St'd I R-1 692.10 = 693 4.6 ^ 695.5
I MATCH EXISTI G PAVEMENT GRADES Stop Sign 693.25, 693.6 94.60 : F ❑ 11,9
W
St'd 8- A, No > F TC= TC= 0
I I > O > 11� I St'd R-1 Parking ig l STR-12 694.5 . 6 5.30 EX 5F78 - - > -
r- I StopSin
9 STR-10 1 Top=692.75 MATCK X. > �' , • '
I Ex I Top=691.25 C= I.I.=686.58 (14)
P
10
St 8-3A New
r I I No Parking * Hereby c
I Sign
St'd R�11
00 Stop SligEX. fRj
InI I
TOP-687 3400 SLOPE GUITiER
NUT) V( 683 14 DO GRAIN I OP QO
Q:
PROMOTE POSITIVE
\ I _ STR-20
TOWARD INLET #20
EX. M.H. OT 2-5 1
-To 6 - TO-PA91.97
INV IN) 681.52 1.0.=687.82
INVT(0U) 681.22
N31'11'09"E
� � I 5.20'(tie)
CN M I�
I.I.=686.14 (25)
Easment
Pu is se I.I.=686.14 (12) i
1.0.=686.04
STR-25
Top=691.25
I.I.=686.65 (27)
1.0.=686.45
4
1 2 3 I /
I TC=
692.53
- - TC=
OLD TRAIL
RAIL DRIVE
I
UTILITY PLAN NOTES:
1.)
2.)
3.)
4.)
5.)
692.98
QP \
-3
EXISTING EXISTING WATER METERS AND SERVICE LINES ARE TO BE USED OR RELOCATED, AS APPLICABLE. \
ANY UTILITY SERVICES WHICH ARE TO BE ABANDONED SHALL HAVE THE CONNECTIONS SHALL BE
DISCONNECTED FROM THE MAIN AND PLUGGED OR CAPPED TO ACSA STANDARDS AND SPECIFICATIONS.
PROPOSED SEWER & WATER SERVICES FOR LOTS 4, 21, 22 23 SHALL BE STUBBED BEYOND THE SIDEWALK,
LOCATED AND MARKED FOR RECOVERY PRIOR TO REACHING FINAL GRADES.
WATER METER VAULTS AND METER BOXES SHALL ONLY BE LOCATED WITHIN PERMANENTLY LANDSCAPED AREAS.
FIXTURE COUNTS TO JUSTIFY WATER METER SIZES ARE TO BE UPDATED WITH THE ISSUANCE OF THE BUILDING PERMIT.
rr
ALL INFORMATION SHOWN AS EXISTING
WAS ILLUSTRATED BY COMPILING FIELD ASBUILTS
WITH APPROVED COLLINS ASBUILT PLANS FOR
BLOCK 3A; MANY DISCREPANCIES EXIST BETWEEN
THE ASBUILT PLANS & THE EXISTING STORM
SEWER THAT WAS LOCATED IN THE FIELD.
Rk
1.0.=686.43 St'd Handicap
' St'd 8-3A, No STR-27 Van Accesible °
y Parking Sign Top=691.40 I
27 1.0.=687.00 I I O
• New 20' Drainage Easment
* Hereby dedicated to Public Use * • ` ` ' R
21 22• ' ` ' U
` MATCH EXIST. PAVEMENT
,& LOCATE INLET TOP AT 23
LOW POINT IN THE ROAD I I • W
`I y
>r
>
TC=
692.41 I 18"
RCP
o �
O L;_j
�i0 N
O =3
+ ag
U _j
zch�0 -
X_j�--Q
LLJOCO i
CRP /
TC= x - �� EX. STORM STR.
694.37 TC= TOP= 694.55
694.51 VARIABLE WIDTH PUBLIC R/W NVIN)-690.79
90.
IN (�T\690.6 OLD TRAIL DRIVE
�6 2 VARIABLE WIDTH PUBLIC R/W
NORM 1 RCP -
TOP-694.6C
INV(IN)=68�
BINGHAM & TAYLOR
ARCHED METER PIT (BTPMS)
BINGHAM & TAYLOR CAST IRON FRAME & COVER
Catalog Numbers
For Covers with
Locking Lids
Lid
Size
Tile Size
I.D.
Approx.
Wt. Lbs.
BT_AL -32
11 112"
18"
36.0
BTA-3
11112"
1 20"
47.0
BTA4
111/2"
1 21"
48.0
EX. STORM STR.
TOP-696.19
INV(OUT)=691.39
,kv aaable Sizes
1Sx24
1Sx30
18x36
20x?4
20x30
20x36
21 x24
21x30
21x36
24x24
L4x30
24x36
30x3O
30x36
36x36
IN viuu ic
695.65
(OUT)=691.61 - -
EX. STORY
TOP-695.5
NV IN)-901
5-4 NV�OU
,
_0�'I,TH OF
WILLIAM J. LEDBETTER
Lic. No. 1507-B
�9ND SURVEYO�
SCALE 1' = 30'
a 18 0 3o so
BONE N FW
OLD TRAIL-800BLOCKS 183\BLOCK 1 &=13LOCKBC-BASED
Ua
zw
F-� r U
d% 2
F-+ toN Q
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W LU '
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Zti
O~
�W
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0/ W a
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REVISIONS
March 14, 2017
As -Built
Road & Utility
DATE
June 9, 2015
Scale
1"=30'
0
Z
U �-
WM Z
(9 y j g
0 (L Z
�0 0 5Z
Z >
>m�o Z
06 �
J Q� 0
V W
�r0�
J m
0 D
JV�m a
00jI
JQ
♦♦1
V,
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FILE NUMBER
8053
SHEET
5A of 13
r
/ Qw I
O z LEI EX. ITR10B
\ 1 �QLn=TOP SEX. STORP +wINV( �169J
UT)=688.68
Block EX. M. OT 1-4 z�Q EX. STORM TR.#2I 10
TOP=683.
NV(OUT)=b, TOP=691.33 o TOP=692.
% INV IN)= 83.83 CD
/ z INV I N= 6 .18 Block 2
1 INV�OUT)=683.63 I_,_IO Q
\ ' EX. STORM STR. 114 cnQQ= �I INV OA $085.EX. STORM STR. 2-12 EX. M.H# V OUT)- 5.91 # TOP-69 �.
TOP= 2.42 wUCn*1 Drainage TOP=693.00 INV(.4"�=68� �j 4
Block 3A 1 EX. M.H. OT 1-3A INV(IN)=678.51 �8., INV IN-686.57 IN IN =685.2-
"' ^"�` ?8 yp INV IN)-686.42 5" PVC @ 0.66%
1 TOP-689.95 New 20' Drainage Easment �F INV OUT =686.37 _ _
/ 1 INV IN=675.25 1.1.=678.52 (2) * Hereby dedicated to Public Use * )- - - - - - -
� - - X. STORM STR. 2-14
\ 1 1 INV IN=675.25 / i )
J�C / J _ �X. STORM S R. INVON)
-688.32
NV OUT)=675.05 P _ J J l2 12 New 20' Drainage Easment �-695.00 INV 0 T)=688.25
Hereby dedicated to Public Use * -
1 X
4 _ 1 1 �� N78CLAREMONT- 2_ 1
0 2468'(T; ) LANE-
\ �v c
EX. M.H. OT 1-6
TOP=695.17
NV IN)=687.62
INV OUT)=687.47
---'M STR. �
INV IN)-689.41 161
INV OUT =689.3
/ HpDE �- N _ 1 ie . �TOR�TR _
2 � 1 13 ,1 -1 - - - 61' PUBLIC RM/_ XIS • TOP-695.11 2-18
EX. STORM STR. 116 ��� zo �� 1 1 2.9 � 2 I ° U.V• - IINV 0 T)6 689 37
EX. STR. TOP=685.34 / '�� 1 12 - 1 I I 18" HPD
TOP=683.23 INV IN =677 M.H. OT 2-1 -o 1 �� 1
/ \NV(OUT)-679.93 ( INV�OU - .54 �� TOP=691.68 c St'd R-1 �� I , >
\ INV(IN)=676.3 �� Stop Sign 11 11 'I r I > " 1bP-6
INV T)- 16 '> >
\ - -,
16
1 1 I EX
�A
�1N �
\ 1 -
\ ' ST 11d 1 1 1 t i - i� 3 NV(ST BP=686.T I I
l EX. STORM STR. EX. M STR
\ -- � , •v3> \ IN
-688.^" I I � °TOP=694.16 �
P.=691.64 3. ' b�` 0.9, NV( =68' - - - - TOP_693.26 -2a
INV(I -68 .74 109 _ 1l - - - - INV(IN-689.88 _2Ejl INS/( UT)=689.76
5�) ,�, P i V(0U ��3.} -
A 6 /" o Parking �w INV(OU=689.81 I I
G� 3. 0'
Sign
12 I 10 1.1 3 5' 15 St'd R
-O 13 EX. M H. OT 2-2 � I I AS -BUILT ROAD CENTERLINE Stop Sign -�
1 � / L0 N INV OT 2 03=6�79.°13 w DESIGN ROAD CENTERLINE ~
8 >' I CN _ I f I 1
1� - If1��0�Tf�. 08
. STR. 118 / CV v- 669.01 INV IN y 679.4 9 1.1' 3.5'
TOP=683.30 / EX. ST ##104 INV�(IN - ) _
INV IN =676. 2Q'' , \ NV IN6-7.'g999 I IN /(0IIT�- 81.48 108� INV�OUT)=678.5�' 16 NodParking
l
IN -)7 0 tip�F / MTO -6 88 2 3 IN OU)T \ 3 5' 2.5' ` 1.0' Sign
T-76.70 \ - - -- --
`1 18A1 N I NV �I N) 6 8 1 �- 2.9 I iz 4.0' Block 1 A
/ \ � CV Ex. Ep p 13 � m
ET 1 A CV 1 � 8 1.1' >� 1 1�
07 �� New 20' Drainage Easment d
/ P S 8 R 39S , \ 1 * Hereby dedicated to Public Use
I V(� =677. 4 105 - - - - - -
l C.
\ >>
1 � I I N 18
/ EX. ST
0 TOP a
-8ji
.O�t d R-1 - - - - f - -
1 I INV(IN =F Stop Signs IIII 0
I.I.=682.06 (18) 6 2.9ICOIL1 19 AS -BUILT ROAD CENTERLINESt''
_ _ DESIGN ROAD CENTERLINE
103 11 11 NodPark Parking I - - - - I I 1 120' Private 1 '
I I E�PR AT 1 ISign I C 3'S [ Drainage Esmt.
1 .J , St'd 8-3A
\ UTILITIES ``h 1 20 No Parking
I I � 1 1 Sign L-
Q� EX. M.H. OT 2-4� U-) 1 1 _ DONOT ENTER
TOP=6 6.27 (V I I / ` � ems, 1 ` _ '4 1 , Sign
I I INV IN =682.77 I 1 I �`� 1.0, �' - J -
V OUT = .62 1 2 -- New 20' Private I A=8.19'
Storm Drain Easement
I 7 X. TR. 02. D.B. 4550 p.296 I I o St'd R-1 �/ to 00
I I oo _ S° I o Stop Sign �Lo
00 T P=6 6.27 I I + ame ig - / cv Stop Sign
NIN� 6 2.77 1P 9
o o
St'd op I Sig `
Stop Sign �
St'd 8- A, No ❑ ❑
I I 0 > I Uj
St'd R-1 Parking ig j ' - - _ -
w I I I Stop Sign `_';r- -i - ` . , F „ > L
I >
I Ex p �
� O1� I I
F_ I I
St'd R�11
00 Stop Slign
X. FTR.j 100
II I
TOY( UT) 34=683 14
I
_ EX. M.H. OT 2-5
I(°VN) 681.52 �
INV �OU )=681.22
N31'11'09"E
r- I I 5.20'(tie)
CN M I�
°I
I
OLD TRAIL
RAIL DRIVE
I�
UTILITY PLAN NOTES:
1.)
2.)
3.)
4.)
5.)
Easment
M
1 2 3 /
� I
L I
- J
QP \
-3
EXISTING \
EXISTING WATER METERS AND SERVICE LINES ARE TO BE USED OR RELOCATED, AS APPLICABLE. \
ANY UTILITY SERVICES WHICH ARE TO BE ABANDONED SHALL HAVE THE CONNECTIONS SHALL BE
DISCONNECTED FROM THE MAIN AND PLUGGED OR CAPPED TO ACSA STANDARDS AND SPECIFICATIONS.
PROPOSED SEWER & WATER SERVICES FOR LOTS 4, 21, 22 23 SHALL BE STUBBED BEYOND THE SIDEWALK,
LOCATED AND MARKED FOR RECOVERY PRIOR TO REACHING FINAL GRADES.
WATER METER VAULTS AND METER BOXES SHALL ONLY BE LOCATED WITHIN PERMANENTLY LANDSCAPED AREAS.
FIXTURE COUNTS TO JUSTIFY WATER METER SIZES ARE TO BE UPDATED WITH THE ISSUANCE OF THE BUILDING PERMIT.
rr
ALL INFORMATION SHOWN AS EXISTING
WAS ILLUSTRATED BY COMPILING FIELD ASBUILTS
WITH APPROVED COLLINS ASBUILT PLANS FOR
BLOCK 3A; MANY DISCREPANCIES EXIST BETWEEN
THE ASBUILT PLANS & THE EXISTING STORM
SEWER THAT WAS LOCATED IN THE FIELD.
$ 2, $ 5 , •`> St'd Handicap
St'd 8-3ANo
Van Accesible
, >
0.5' 0.5'I
y Parking Sign I
` . a
' New 20' Drainage Easment
* Hereby dedicated to Public Use 'r ,
0 21 22
CD'.
> V
23
' I W
>
18" RCP
o ,
LLJ
>o a) EX. STORM STR.
��O =3 TOP-694.55
_jo > VARIABLE WIDTH PUBLIC R/W INV (IN)T `909
c� J� Q �'N ((�T g°.6 OLD TRAIL DRIVE
- \6-2 VARIABLE WIDTH PUBLIC R/W
C/-)oQ
wCDC/) / NORM 1 RCP -
-TOPIC
P IN 9 66C
INV
EX. STORM STR.
TOP-696.19
INV(OUT)=691.39
�5-3�
RCP / BINGHAM & TA YL O R kvaiilable Sizes
/ ARCHED METER PIT (BTPMS)
BINGHAM & TAYLOR CAST IRON FRAME & COVER
Catalog Numbers
For Covers with
Locking Lids
Lid
Size
Tile Size
I.D.
Approx.
Wt. Lbs.
BT_AL -32
11 112"
18"
36.0
BTA-3
11112"
20"
47.0
BTA4
111/2"
21"
48.0
1Sx24
1Sx30
18x36
2Ox?4
2Ox30
2Ox36
21x24
21x30
21x36
24x24
L4x30
24x36
30x3O
30x36
36x36
IN viuu ic
695.65
INV(OUT)=691.61 - -
EX. STORY
TOP-695.5
INV IN)=Fn,
5-4 NVO
L
�d e
11 �
�1 J
WILLIAM J. LEDBETTER
Lic. No. 1507-8
�ND SURVE�O
SCALE 1' = 30'
a 15 0 SD AO
SCALE N FW
A �
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0/ W a
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REVISIONS
March 14, 2017
As -Built
Road & Utility
DATE
June 9, 2015
Scale
1"=30'
0
Z
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WM Z
UJ(L Z
JO�-o I
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06 :)
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FILE NUMBER
8053
SHEET
5B of 13
AS -BUILT SANITARY SEWER PROFILE FINISHED G
700NBLOCK 3, OLD TRAIL VILLAGE EXISTI /L GRADE
OT 2-6 (2� 700
0
0
0
0
675
700
690
680
675
670
10+00
1 CO
TRACTOR TO
w
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= w FIE L RIFY
INVERTS
p
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CONSTRUCTION.
_
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69b
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\
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/
W/L, REMOVE 6'
PLLUG & 2" 13.052
g�
W �
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IV
P..C.
0 1.22%
'5
6
TIF TO STIN
D
665
MANHOLE W
(SEE NOTE
6 L.F.
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C. 0 0
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w
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+00 0+50 1+00 1+50 2+00 2+50 3+00
BLOCK 1 & BLOCK 3 8" W/L PROFILE
ASHLAR PRIVATE ENTRANCES
3+50 `
700
RAN
NOTE: CONTRACTOR
TO
FIELD VERIFY
INVERTS
PRIOR TO
CONSTRUCTION.
>
FIRE HYD
ASSEMBLY
FIRE HYDRANT
Q
SSE
BLY
_
_
695
/
3' MIN
W/L COVER
\
W L
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8" D.I.
18 MIN.
CLEAR
12" MIN.
SEPARATION
12" MIN.
U
SEPARATION
O
8" PVC S/L
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15"
RCP
685
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AS -BUILT GRADE
-
- - - -
DESIGN GRADE
670
700
0
36" MIN,
COVER
690
12" MIN. -
SEPARATION
680
675
# 44 #12
STORM SEWER PROFILE STR. #14-EXIST. 114
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ROWS
GENERAL NOTES
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CONNECTION MUST BE IN ACCOROAAI Sf WITH
DESIGNED
I
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AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
RADIAL COMBINATION SFDWN ON PLANS)
OF THE VOOT ROAD DESIGN MANUAL, INCLUDING SIGHT
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CG-6 (SE NOTE 7)
DISTANCE REQUIREMENTS.
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SDEWALK
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EXPANSION
I EXPANSION
OR CG-7, THE CURB FACE ON THIS STANDARD IS TO
BE ADJUSTED TO MATCH THE MOUNTABLE CURB
JOINT
p JOINT
CONFIGURATION.
NOTE, WIDTH "B" 2'-0" OR AS
MAINLINE ROADWAY
4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE
USED WITH THIS STANDARD.
SHOWN ON TYPICAL SECTION. A -J
5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A
PLAN VIEW
PORTION OF GUTTER TO PRECLUDE PONDING OF WATER.
ENTRANCE NOTES
MAINLINE ROADWAY SLOPE
6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
10' PARABOLIC CURVE
LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
EDGE OF SHOULDER OR
8% MAX•
D
THE ENTRANCE.
OPTIONAL FLOW LINE
SLOPE CHANGE ® _ - -
- D
7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION
MANLNE ROADWAY
_ - - - - - - - - - - -
REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE
BX MAX. _ D
OMITTED INTHE ENTRANCE.)
SLOPE CHANCE ® - � -
8. RADIAL CURB OR COMBNATION CURB AND GUTTER
D
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE
EXCEPT FOR REPLACEMENT PURPOSES.
20' MINIMUM FOR
9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
5' MIN.
COMMERCIAL ENTRANCE
D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE
TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET
® CONSTRUCT
GRADE CHANGES WITH A PARABOLIC CURVE.
CONNEcnoNs.
SECTION A - A
ALLOWABLE ENTRANCE GRADE CHANGES
412
B
ENTRANCE VOLUME
GRADE CHANGE
"D"
DESIRABLE MAXIMUM
HIGH
MORE THAN 1500 VPD
0 X
3 %
MEDIUM
500-IMO VPD
5 3 X
6 X
LOW
LESS THAN 500 VPD
S 6 X
ex
CLASS AS.�'. . �. NOTE, ALLOWABLE ENTRANCE GRADE TABLE IS NOT
s. i. -
COE.S.) -
�. APPLICABLET T O STRUT COMECTDNS
CONCRETE -Al
SECTION C-C
SREEIE� METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
502 AND COMMERCIAL ENTRANCES REV e/07
VRGNIA DEPARTMENT OF TRANSPORTATION 203.0{
SCALE 1" = 50' HORIZONTAL SCALE 1" = 5' VERTICAL %,TH OF
50 25 0 SCALE IN FEET 50 100 25 '
ALBEMARLE COUNTY WILLIAM J. LEDBE17ER
FINAL PLAN GENERAL NOTES
0 Lic. No. 1507-B
SCALE IN FEET
LAND
ALBEMARLE COUNTY
General
Construction Notes
SURVEY°4
General construction notes for Erosion and Sediment Control plans
1.
Prior to any construction within any existing public right-of-way, including connection to
3- N 0. 4 RODS
L The plan approving authority must be notified one week prior to the pre -construction
any existing road, a permit shall be obtained from the Virginia Department of
2'-0"
7-3/4" CONT.
conference, one week prior to the commencement of land disturbing activity, and one week
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements
prior to the final inspection.
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of the permit. Where any discrepancies occur the requirements of the permit shall govern.
3"
2.
All materials and construction methods shall conform to current specifications and
5-9"I
2. All erosion and sediment control measures will be constructed and maintained according to
standards of VDOT unless otherwise noted.
LONG
_ I PAVEMENT
minimum standards and specifications of the Virginia Erosion and Sediment Control
3.
Erosion and siltation control measures shall be provided in accordance with the approved
'
SURFACE
Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control
erosion control plan and shall be installed prior to any clearing, grading or other
CUR
EDGE OF ;:I.I:. N,
PAVEMENT1
; (0
Regulations.
3. All erosion and sediment control measures are to be placed prior to or as the first step in
construction.
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clearing.
4.
All slopes and disturbed areas are to be fertilized, seeded and mulched.
4. A copy of the approved erosion and sediment control plan shall be maintained on the site at
-
5.
The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable,
all times.
lesser slopes of 3:1 or better are to be achieved.
� . .
. . . . . . .
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5. Prior to commencing land disturbing activities in areas other than indicated on these plans
6.
Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the
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(including, but not limited to, off -site borrow or waste areas), the contractor shall submit a
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
coGnGesBcstan
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supplementary erosion control plan to the owner for review and approval by the plan
channel.
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approving authority.
7.
All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
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6. The contractor is responsible for installation of any additional erosion control measures
Control Devices.
2-NO.4 RODS THRU
necessary to prevent erosion and sedimentation as determined by the plan approving
8.
Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
BASE AS SPECIFIED WHEELS,TOP & PAVEMENT
authority.
9.
All excavation for underground pipe installation must comply with OSHA Standards for
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MIN. 18 LONG.
7. All disturbed areas are to drain to approved sediment control measures at all times during
the Construction Industry (29 CFR Part 1926).
BUMPER BLOCK DETAIL
land disturbing activities and during site development until final stabilization is achieved.
NOT TO SCALE
OX
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17.
Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75
lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual
Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May
through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf.
8. Duringdewaterin operations, water will be pumped into an approved filtering device.
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Alternatives are subject to approved by the County erosion control inspector.
9. The contractor shall inspect all erosion control measures periodically and after each runoff -
18.
Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch.
producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of
Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4 6
the erosion control devices shall be made immediately.
inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a nutrient
10. All fill material to be taken from an approved, designated borrow area.
D10-20-10
mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95 /o Kentucky 31 or
Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be
11. All waste materials shall betaken to an approved waste area. Earth fill shall be inert
applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control
materials only, free of roots, stumps, wood, rubbish, and other debris.
inspector.
12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning
19.
Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
Ordinance section 5.1.28.
or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned
13. All inert materials shall be transported in compliance with section 13 301 of the Code of
when 50% of the wet storage volume is filled with sediment. All seeded areas are to be
Albemarle.
reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes
14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to
which are collecting sediment to half their height must be cleaned and repaired immediately.
the hours of 7:00am to 9:00pm.
20.
All temporary erosion and sediment control measures are to be removed within 30 days of
15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral
final site stabilization, when measures are no longer needed, subject to approval by the
support, or order to minimize any hazard to persons, physical damage to adjacent land and
County erosion control inspector.
improvements, and damage to any public street because o slides, sinking, or collapse.
21.
This plan shall be void if the owner does not obtain a permit within 1 year of the date of
16. The developer shall reserve the right to install, maintain, remove or convert to permanent
approval. (Water Protection Ordinance section 17-204G.)
stormwater management facilities where applicable all erosion control measures required by
this plan regardless of the sale of any lot, unit, building or other portion of the property.
22.
Permanent vegetation shall be installed on all denuded areas within nine (9) months after the
date the land disturbing activity commenced. (Water Protection Ordinance section 17- 207B)
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REVISIONS
March 14, 2017
As -Built
Road & Utility
DATE
June 9, 2015
Scale
1 "=50' Horizontal
1 "=5' Vertical
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FILE NUMBER
8053
SHEET
6 of 13
H-
W
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FLEXIBLE CONNECTION
WITH STAINLESS STEEL
BAND
SIZE BRANCH AND
VALVE THE SAME AS
WATER MAINS _
TD-6
0 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1 /4" 1' MIN
BRANCH
E
2"
NOTE:
ALL CONNECTIONS TO
EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
SHOWING BRANCH TIE - IN
NTS
FIG. S-I-B
TD-2
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 THE 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.
3. 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 WATER 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).
►�iy�\Ia:a�e�l
WAPIP
THREADED COUPLING
VARIES PVC NIPPLE AND CAP
or
�
PVC SLEEVE BRASS NIPPLE AND CAP
VALVE BOX o LUBRICATE ALL THREADS
1
-III- III -III- - PUG THRUST BLOCK CO
-1 III=III-III- METER BOX (SEE FIG. W-7)
III-1 I II I _
VARIES -III= VALVE BOX N0. 57 STONE
M.J. FITTING
2" PIPE SLOPED
TO DRAIN IF
2" GALV. OR GRADE ALLOWS
ROD VALVE VARIES VARIES BRASS PIPE
TO TEE of PLUG 2" THREADED TAP
ON-LINE DEAD END
(TYPE "B") (TYPE "A")
TYPICAL BLOW -OFF ASSEMBLY
PLACE 5' GALV. WITNESS POST PAINTED
BLUE TO INDICATE VALVE LOCATION AS
o DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE-\
0
I
o ADJUSTABLE VALVE BOX W/ LID
o BINGHAM & TAYLOR FIG. NO. 4905
:7 (SCREW TYPE) OR APPROVED EQUAL
z cN
M.J. GATE VALVE
WATER Id h I I d J h. LINE
J a �
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2500 P.S.I.
CONCRETE 2 a THRUST BLOCK 2'x 2' BEARINGAREA.
a
a
a
a a a
a
a a
NOTE IN REMOTE AREAS, VALVE BOXES SHALL
EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
16' PRIVATE ACCESS EASEMENT
PAVEMENT CROSS SLOPES VARY
REFER TO PLAN FOR LOCATION OF CG-2, CG-6, ROLL-TOP & C&G TRANSITIONS
ROLLTOP _ (HEADER CURB,
3 CURB ASPHALT 5 NO GUTTER) \ 3 :1
3 •1
8" 21 B
STONE BASE
1' 2' 12' ASPHALT
1.0'
FACE OF FACE OF
CURB CURB
TYPE L REAR ALLEY SEC70N
ALLEY TO SERVE LOTS 14-20 - PRIVATE
N.T.S.
NTS
FIG. W-8
TD-26
1" COMPRESSION x 3/4" MALE PIPE
COUPLING OR APPROVED EQUAL
1" TYPE "K"
SOFT COPPER \
1"x1"x1"
TEE
NOTE:
NO SWEATED
FITTINGS
DUAL SERVICE
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 =III=III-III III -III III II III
LOCKWING
1/4 BEND COUPLING (IF REQUIRED) BALL IIII
MUELLER NO. H-15069 1") VALVE
NO. H-15068 1 1/2", 2") (INLET
FORD NO. L02-44 (f) OUTLET) -III
NO. L02-66 1 1/2")
NO. L02-77 2") -II
OR APPROVED EQUAL 36" MIN. IIII
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.
CAST IRON LID
1= BROOKS 2200 SERIES BOX
10"-15" III WITH EXTENSION OR
�- APPROVED EQUAL IN
UNPAVED AREAS
II COPPERSETTER
(PLACED ON STONE)
LI McDONALD 20-209 WWDD 33
IIII OR APPROVED EQUAL
III METER
\ 4" STONE BRICK AS
BEDDING NECESSARY
CORPORATION STOP (1", 1 1/2", 2")
MUELLER NO. H-15000
FORD N0. F-600, OR
APPROVED EQUAL
TYPICAL SERVICE
LATERAL INSTALLATION
ADDED FEB. 16, 2006
NTS
FIG. W-6
TD-18 TD-19
ROAD NAME
STATION
VPD
PAVEMENT
WIDTH (A)
PAVEMENT THICKNESS
FUNCTIONAL
CLASSIFICATION
SM-9.5
BM-25.0
21B
Ashlar Avenue
0+0 - 4+05
1,645
16'
1-1/2
4"
8"
COLLECTOR
PRIVATE
ONSITE
10'-12'
1-1/2"
3"
6"
PRIVATE ALLEY
ONSITE
10'-12'
1-1/2"
8"
NOTE: A PRIME TACK COAT SHOULD BE APPLIED TO ALL EXISTING AND WEATHERED BASE SURFACES PRIOR TO APPLYING ASPHALT TOPCOAT.
EXISTING PAVEMENT PROPOSED PAVEMENT
4
REMOVE EXISTING SAWCUT THROUGH
SURFACE COURSE 12
EXISTING SURFACE COURSE
f PROPOSED SURFACE COURSE
} LINTERMEDIATE ASPHALT
BENCHED PAVEMENT BASE ASPHALT °
JOINT W/ ASPH. /L °b ao o° Q
PRIME TACK COAT oeO° AGGR. BASE o o°e°pp°a
00 QO °o
NOTE: PROPOSED PAVEMENT MUST
TIE IN WITH EXISTING PAVEMENT
P,1 VEffEXT �IOINT D�'T4_1L
32' PRIVATE R/W
PAVEMENT CROSS SLOPES VARY
REFER TO PLAN FOR GRADES & LOCATION OF CURB AND GUTTER
R/W CL R/W
Ihll/ CC&G 1.5" SM-9.5 CG-6
3 � /
3 1
1.0' 1.0' 2
FACE OF
CURB
C&G
\ 3 •.1
3 .J
3" BM-25
BINDER 6" 21-B CG-2
STONE BASE (HEADER CURB,
Tn NO GUTTER)
12' 12' 2' o
1.0'
FACE OF
CURB
TYPICAL ENTRANCE SECTION
PRIVATE(BLOCK 1 & 3)
N.T.S.
X
FOR ALL BENDS
SECTION 11
45°
max
2
L
p
t,
p /
45°
p max
PLUG
p
2
p
°
J
FOR TEE
OR WYE FITTINGS
WIDEN TRENCH
TO
ACCOMMODATE
ANCHOR IF
REQUIRED.
45°
MIN'
)DING AS
QUIRED
D
\
P, D
PLUG
D
MIN
T
SECTION 2-2
NOTE: HYDRANT MUST BE
KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES-
CLOW MEDALLION VILLE THREADS WHICH IS
M&H MODEL 129 THE LOCAL STANDARD.
ZLOR APPROVED EQUAL
LENGTH OF BRANCH VARIES
6' MIN
2' TO 10'
4r
(270°)
VALVE
7 CU. FT. 18" BOX
#68 STONE
T T
6" GATE
36"MIN o 0 oa.D VALVE
a o
D�
2500 P.S.I. CONCRETE oQD o a
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE 8" X 6"
SOIL. TEE
STEEL PILE
WHEN THE SOIL IS DISTURBED OR WHEN 3/4" THREADED RODS TO
A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS.
THE VALVE TO THE HYDRANT WITH 2-3/4" RODS SHALL GALVANIZED
C
OR ASPHALT COATED
C
THREADED RODS IN ADDITION TO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT
ASSEMBLY DETAIL
FIG. W-4 N.T.S.
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
L
I H
T
L
H
T
90
2.50
2.50
3.01
0.24
4" & 6"
45
2.00
2.25
2.60
0.15
22 1 /2
1.50
2.00
2.52
0.10
2.00
2.25
2.50
0.15
11 1 /4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
8
45
2.66
2.66
2.77
0.26
22 1 /2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1 /4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
10" & 12"
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1 /2
2.33
2.58
2.86
0.24
11 1 /4
1.83
2.33
2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION,
CHANGES SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE &
SIZE OF ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NTS
FIG. W3
TD14
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
24"MIN 24""MIN ar00000000
8"8INITIAL BACKFILL 8"8"
MIN. MIN. \ MIN. MIN.
6" BEDDING O
#68 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
i
36" MIN
MIN UNSTABLE 24"MIN INITIAL BACKFILL-----24"MIN MIN
SOIL 8"
- MIN. MIN._- =#68 #68 MIN. MIN.
.: STONE STONE �.-
/ \
STABLE SOIL OR ROCK L S ABLE SOIL OR ROCK
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON T P
PIPE INSTALLATION & BEDDING
NTS
FIG. W 2
�tiTH OF vI+P
WILLIAM J. LEDBETTER
Lic. No.1507-B
L�ND SUPVE
TD7 TD-13
z PROP. ROAD CLASSIFICATION SCHEDULE PROP. o
m R/W 63' MIN. BUILDING - BUILDING R/W m
o PROPOSED 39' PUBLIC R/W
w
U U
1 4" PERFORATED UNDER -DRAIN Q
POINT OF
7SIDEWALK 12" MIN. COVER(TIE TO INLETS)
4" 3000 PSI VDOT ST'D FINISHED 1.5" SM-9.5 7' SIDEWALK
CONCRETE VDOT ST'D GRADE 4" 3000 PSI
SURFACE \'
3. CG-6 \ CG-6 CONCRETE 3 :1
;,: :•:
F.
3 4 VDOT21B o
STONE BASE 4" BM-25 \STONE BASE
4" UD-4 BINDER 8 21-B 4" UD-4 4" PERFORATED UNDER -DRAIN
(TREE WELLS I & PAVERS, STRIP UNDERDRAIN SUB -BASE UNDERDRAIN 12° MIN. COVER(TIE TO INLETS)
SEE DETAILS) 2' 16 16' 2' 5' PLANTING STRIP
8' PARKING LANE 10'TRAVEL LANE 10'TRAVEL LANE 8' PARKING LANE (TREE WELLS & PAVERS,
/�_11 1' SEE DETAILS)
6" VDOT 21B STONE BASE 0, 5' 0.5' 6" VDOT 21B STONE BASE
(EXTEND 1' BEYOND BC) (EXTEND 1' BEYOND BC)
TYPICAL S TION(W/ PARKING)
Ashler Avenue (39' PROPOSED PUBLIC R/M
N.T.S.
Private Entrance - CLAREMONT DRIVE
54' EXISTING PUBLIC R/W
VAR. WIDTH J C, "_' VAR. WIDTH
SIDEWALK o o w SIDEWALK
/ (MIN=6') � c� w POINT OF c� (MIN=6') /
R/W
W 4" 3000 PSI Q z FINISHED 1.5" SM-9.5 n � 4" 3000 PSLLJ R W
CONCRETE > Q VDOT ST'D GRADE VDOT ST'D Q z r-
3_� 3 CG-6 SURFACE CG-6 > � CONCRETE 1
3 3•
1/4": V - - �- 1/4": 1'
1/4": 1'
-�
1 4" VDOT 21 B
3 4" VDOT 21B 1
STONE BASE /o o , ` o
4" BM-25 \STONE BASE
4" PERFORATED UNDER -DRAIN UD-4 BINDER 8 21-B 4" UD-4 4" PERFORATED UNDER -DRAIN
12" MIN. COVER(TIE TO INLETS) UNDERDRAIN SUB -BASE UNDERDRAIN 12" MIN. COVER(TIE TO INLETS)
14.5'214"
10' 10' 2' 14.5'
TRAVEL LANE TRAVEL LANE
6" VDOT 21A STONE BASE 0. 5' 0. 5' 6" VDOT 21A STONE BASE
(EXTEND 1' BEYOND BC) (EXTEND 1' BEYOND BC)
27.0' 27.0'
TYPICAL SECTIONgNO PARKING)
Ashler Avenue 39' PROP )SE
PUBLIC
Station 11+25 - Private Entrance
N.T.S.
54' EXISTING PUBLIC R/W
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REVISIONS
March 14, 2017
As -Built
Road & Utility
DATE
June 9, 2015
Scale
As Shown
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FILE NUMBER
8053
SHEET
7of13