HomeMy WebLinkAboutSUB201400196 Plan - As-built Road Plan and Comps. 2014-05-09A
SITE DATA
OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT: DAVE BROCKMAN
1005 HEATHERCROFT CIRCLE, SUITE 100 OLD TRAIL VILLAGE
CROZET VA, 22932 CELL: (702)-985-9088
dave@oldtrailviliage.com
PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES
914 MONTICELLO ROAD
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
TAX MAP PARCEL No: A PORTION OF 055E0-01-00-000A1
ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
OF ZMA-04-024 APPROVED ON SEPTEMBER 14, 2005
USE: 18 SINGLE FAMILY DETACHED UNITS
BUILDING HEIGHT: NOT TO EXCEED 2.5 STORIES FOR SINGLE FAMILY USE
SETBACKS:
FRONT SIDE REAR
10' 7.5' 15'
AN APPLICATION HAS BEEN SUBMITTED FOR A WAIVER MODIFICATION TO REDUCE
THE SIDE SETBACK FROM 7.5' TO 5', TO REDUCE THE FRONT SETBACK FROM 10'
TO 5% AND TO REDUCE THE REAR SETBACK FROM 15' TO 5'.
AREA SUMMARIES: LOTS 1.7 Ac.
OPEN SPACE 0.0 Ac.
RIGHT OF WAY 1.0 Ac.
PRIVATE ALLEY 0.2 Ac.
TOTAL AREA 2.9 Ac.
GROSS RESIDENTIAL 6.2 DWELLING UNITS PER ACRE
DENSITY:
MAGISTERIAL DISTRICT: WHITE HALL MAGISTERIAL DISTRICT
N IFF t
liffn IF' av�l
PHAS 1 & PHAS
AS� U I LT ROAD& UTI ITY LAN
SHEET INDEX
DRAINAGE DISTRICT:
LICKINGHOLE CREEKSHEET
14 -------- TYPICAL SECTION, NOTES & DETA!
WATERSHED:
LICKINGHOLE CREEK
4
m.
TOPOGRAPHY:
LOUISA AERIAL SURVEYS, AUGUST 2012
DATUM:
VERTICAL — NAVD 88, HORIZONTAL — NAD 83
- .
CRITICAL SLOPES:
NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS.
*NIC
NOT INCLUDED
FLOODPLAIN:
THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN
LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP
;r
S'
SITE
COMMMUNITY PANEL NUMBER 510006 0237 D.
ROADWAY INDEX
EFFECTIVE DATE: FEBRUARY 4, 2005.
CLAREMONT LANE
EROSION CONTROL: PHASE I EROSION CONTROL PROVIDED BY THE EXISTING
SEDIMENT BASIN CONSTRUCTED WITH BLOCK 11 AND
EXPANDED WITH BLOCK 14.
Sl-ORMWATER: ORIGINAL SWM BIO—RETENTION POND, BLOCK 14, WPO 2012-0013
LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTE-9
AND DETAILS.
LIGHTING: ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS.
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.
THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
VICINITY MAP
SCALE; V= 1000 FEET
ROWCROSS STREET - STA. 12+45 TO
8
FIELDING RUN DRIVE - STA. 10+00.0 ,,
0
IL
REVISIONS
July 30, 2014
Nov. 14, 2014
Comments
Dec. 03, 2014
Comments
Dec. 11, 20314
Comments
1, 2015
Comments
Sept. 26, 2016
AS -Built
Road & Utility
DATE
May J, 2014
FILE NUMBER
8083
RECEIVED
,Ttmmy L. Taggart
Lic. No.
22841�v�
�fiSS/ONAL ECG
FI
-�I
SHEET
1 /17
July 30, 2014
Nov, 14, 2014
Comments
Dec. 03, 2014
COMMENTS
Dec. 11, 2014
COMMENTS
DATE
May 9, 201
SCALE
"'�
® 91 _' 20'
CONTOUR INTERVAL
2 Feet
L0
It
0
J
>
0
!19
J
J
0
4r
0
FILE NUMBER
8053
SHEET
7/17
REVISIONS
July 30, 2014
Nov. 14, 2014
Comments
Dec. 03, 2014
Comments
Dec. 11, 2014
Comments
Dec. 1, 2016
Comments
=• 1
As -Built
DATE
May 9, 2014
SCALE
1 "=20'
CONTOUR INTERVAL
2 Feet
FILE NUMBER
8053
SHEET
7A / 17
REVISIONS
July 30, 2014
Nov. 14, 2014
Comments
Dec. 03, 2014
Comments
Dec. 11, 2014
Comments
Dec. 1, 2010
Comments
Sept. 26, 2016
As -Built
Road & Utility
DATE
May 9, 2014
SCALE
120'
CONTOUR INTERVAL
2 Feet
FILE NUMBER
805E
SHEET
73/17
REVISIONS
July 30, 2014
Nov. 14, 2014
Comments
Dec. 03, 2014
COMMENTS
Dec. 11, 2014
COMMENTS
DATE
May 9, 2014
SCALE
1 6i 20'
-------------
CONTOUR INTERVAL
2 Feet
-------------
LO
0
CL
�r
1f
s
w
M
JofN
FILE NUMBER
8053
SHEET
8/17
REVISIONS
July 30, 2014
Nov. 14, 2014
Comments
Dec. 03, 2014
Comments
Dec. 11, 2014
Comments
Dec.1, 2015
Comments
Sept. 26, 2016
As -Built
Road & Utility
DATE
May 9, 2014
S +GALE
CONTOUR INTERVAL
2 Feet
FILE NUMBER
5953
SHEET
8A / 17
i • �'''�►ING
685
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00
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675
EXISTING GRAD
FINISHED GRAD
_ = BLOCK 12 SITE I
670 Horizontal Sca e: 1 "=50'
Vertical Scale: 1 "=5'
I■�
34.3' 3 .3'
655
J th Q Q
oLj j
0 0 CD
650 Q
w� II /
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645 O� to l
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f
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8"
D.I. W
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00.
@
82.89 L.0F. 24 0
HDPE @ .90% 66.35 L.F. 1 "
4 HDPE @ 0.7 %
12" CLEAR
145.01 LF OF 8"
PVC ® •90%
1 4.13 LF OFI 8
PVC. @ 0.6 %
-�- SEWER MAIN FROM MH H--MI-i F IS PROPOSED w/ BLOCK 12 SITE PLANS -,
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12" DI
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7
HDP
@ 4.40%
-W
CLEAR
--_ U
- _ -� -
r - --
r=
- -- _- _-
-
'�LE
- - =
313.
1 LF OF 8"
1-� CLEAR
pV
@ 1.21 o
13
.69 LF OF
3t�
VC @ 0.50%
5
.9 L. F. 15"
42
HD
E @ 1.�`s2%
14336
L.F. 24"
7c4
38
HDPE
@ 2.68%
/3.86
.F. 15AP
ROXIMATE
HDPE
3.32% LO
ATION OF
�4"
SDR 35
EX.
(TO
12" DI W/L
BE RELOCATE
)
= S L@2%
(TYPICAL)
r2
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AS -BUILT l
635 STORM SEWER PROFILE . #1 - #40*2
EX 1 41 31 33 4S
690 690
630
630
o
\
685 0
EX.
8" S/L
v
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132
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625
625
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620
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675
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z
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H.1100
co rn
LLJ WtD wco
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0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
SCALE 1" = 5' VERTICAL
5
,\,iIS o
Ir 4
S(kLE IN FEET
mmy L. T ggart
Lic. No.
01,
firs/ONAL L�
SCALE 1" = 50' HORIZONTAL
50 25 0 SCALE IN FEET 50 100
665
660
655
650
645
DI-2A
DI-
B
DI-3A
DI-3B
L=2.2'
L=8
L=2.5'
L=8'
N
N
10
1`0
00
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00
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EXISTING G
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Z
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FINISHED G
ADE
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I-
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Q
12
PROP. 12"
COVER
12" MIN.
42
SEPARATION
35.7' -
24"
HDPE
*11E34
0.08%
142.3' - 24"
\
32
HDPE m 2.43%
-
40
11
\
EX. 12"D.I.
W/L
62.8' - 24"
1�6PE'
(TO BE A
ANDONED)
HDPE i.48%
Horizontal Scale:
1 "=50'
°
Vertic
I Scale:
"=5'
39.4' -
24"
HDPE
..
2.48%
LCj (D
00
r- II
MI0X
r n
LJ
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00 00
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-
AS -BUILT STORM SEWER PROFILE
#37B - #41
685 37B 37 35 41
68':
Q0
680
680 +
1
I I
z
0
Q
675 �
675 cl)
670
670
665
665
44
660
CONNECTS 1
660
STR#30
655
655
650
- 0)650
DI-3A
DI-3
DI-2A
4--
L=2.5'
L=2.5'
L=2.2'
DI-2A
L=2.2'
O
rn
00
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1'6
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PROP. 12
D.I. WA
45 4.8' -
15"
117.9' - "
HDP 19
b.54%
HDPE ® 5.73%
S/L 18" CLEAR
4
0
71
42
/ Z
(2)4" PVC
4"
-�11
PVC _
S/L
- -
15"
\
S/L
HDPE
36
0.153
CONNE
TS TO
40
STR#34
-
EXISTING GRADE
FINISHED GRADE
,-.
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675
670
665
655
650
645
640
AS
-BUILT
STORM
SEWER
PROFILE
#53
- #51
53
51
685
685
0
680 0
680
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675
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670
670
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660
655
655
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Horizontal Scale: 1 "=50'
Vertical Scale: 1 "=5'
650
650
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CD
Sri
EXISTING GRADE
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11
LO
FINISHED GRADE
II
xr,
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AS -BUILT
STORM SEWER PROFILE #59 - #53
59 61
680 63 680
675
685
670
680
665
675
670
665
650
660
645
655
640
650
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x
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PROP. 8"
>-
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'D. 1. W/L
Q
Ch
Q
62
O
2"CL4
w
OP#1
OUTLET
PROTECTION
13.5
c.y. of Cl. I Rip-
Rap
\
w/ Underlying
Filter F
3bric
100.4 -
Mir.
Stone Depth=
8"
34.1' _
15" HDPE
See
Detail Specificat
ons
15"
2.01 %
\
HDPE
\
2.16%
N
-
-
EXISTING G
ADE
FINISHED GRADE
Horizonte
I Sca
le: 1 "=50'
Vertical
cafe:
1 "=5'
m
CIO
C
m
CD
a
I (111D
I
N
o�0
PROPOSED
1�60
00
I (0
EDIMENT
RAP
cD
cD
(D
O
I1
0
' 0
BOTTOM=63
.00
m
00
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ter`
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x c0
x cD
x co
w cb
w c0
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0+00
0+50
1+00 1+50
675
670
660
655
650
645
MI
REVISIONS \
July 30, 2014
Nov. 14, 2014
Comments
Dec. 03, 2014
Comments
Dec. 11, 2014
Comments
Dec. 1,2015
Comments
Sept. 26, 2016
AS -Built
Road & Utility
DATE
May 9, 2014
PILE NUMBER
8058
SKEET
12 / 17
REVISIONS
July 30, 2014
Nov. 14, 2014
Comments
Dec. 03, 2014
Comments
Dec.11, 2014
Comments
Dec. 1, 2015
Comments
Sept. 26, 2016
As -Built
Road & Utility
DATE
May 9, 2014
FILE NUMBER
8053
SHEET"
13/17
SEWER SERVICE LATERAL CONNECTION NOTES
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE
FINISHED
GROUND A
,
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
2 4
DIAMETER OF 4".
x
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
PLAN
VARIES
SEWER SERVICE
LATERAL CONNECTION
FIG. S-2 N.T.S.
w
TD-6
1
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" 1' MIN
a �
BRANCH
12" -E
2"
NOTE:
FLEXIBLE CONNECTION
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION BOOT "
J INSTALLED
O
TYPICAL MANHOLE PLAN
A
NTS
FIG. S-1-B
TD-2
EXISTING PAVEMENT PROPOSED PAVEMENT
REMOVE EXISTING SAWCUT THROUGH
SURFACE COURSE 12" EXISTING SURFACE COURSE
�2"f i PROPOSED SURFACE COURSE
VNTERMEDIATE ASPHAL
BASE ASPHALT)
BENCHED PAVEMENT -
JOINT
JOINT W/ ASPH.
oa AGGR, BASE 0 ° a °�
TACK COAT a o ° a -;'6 ° o ° ° a °d
oe ao
b'q 0.Qo 00
NOTE PROPOSED PAVEMENT MUST
TIE IN WITH EXISTING PAVEMENT
'4 VEff NT JO[jVT DETAIL
PLACE 5' GALV. " WITNESS " POST PAINTED
BLUE TO INDICATE VALVE LOCATION AS
of DIRECTED. MARKER LOCATION MAY BE SUBJECT
� TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE-\
0
ADJUSTABLE VALVE BOX W/ LID
BINGHAM & TAYLOR FIG.do. 4905
z u (SCREW TYPE) OR APPROVED EQUAL
N
M.J. GATE VALVE
WATER LI N E
4
Ia
1 I
1 _ f
2500 P.S.I.
CONCRETE Y , 2'x 2' BEARINGAREA.
THRUST BLOCK 4
G Q a
d
d �
NOTE IN REMOTE AREAS, VALVE BOXES SHALL
EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
TD-18 FIG. W-5
X
FOR ALL SENDS
45'
min
=
A G
a 45'
--,
MIN
T
45'
max
2
r
WIDEN TRENC
\ ACCOMMODAT
ANCHOR IF
REQUIRED.
BEDDING AS
REQUIRED -e
45'
max
111lo d
SECTION 2-2
1" COMPRESSION x 3/4" MALE PIPE
COUPLING OR APPROVED EQUAL
1"xl"xl"
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.
Col
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.
CAST IRON LID
FINISHED GRADE
iEr1 ICI: Ir:i;. II
BROOKS 2200 SERIES BOX
�I,
IIII
10"-15"
j;'
WITH EXTENSION OR
LOCKWING
APPROVED EQUAL IN
1/4 BEND COUPLING (IF REQUIRED)
BALL (.
_
UNPAVED AREAS
MUELLER NO. H-15069 (1")
VAL
=!_
N0. H-15068 1/2, 2")
'
(INLET & i=
I:_Hi
COPPERSETTER
FORD NO. L02-44 ((1)
NO. L02-66 (1
OUTLET) I
(PLACED ON STONE)
McDONALD 20-209 WWDD 33
NO. L02-77 (2" MIN. -I
36"
OR APPROVED EQUAL
OR APPROVED EQUAL
ljl}_
II
- METER
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 SERVICE
LATERAL INSTALLATION
NTS
TD-19 FIG. W-6 ADDED FEB. 16, 2006
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
L
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
2.00
2.25
2.50
0.15
22 1 /2
1.50
2.00
2.52
0.10
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 DIRECTIION,
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 TYPIE &
SIZE OF ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NTS F
FIG. W-3
TD-14 ! _ FOR P
EWDS
u IIT nF � L'N IrS or
C, P DE STF•IADI PEDESTRIAII I
Ti ROUTE EH FI' _Y�IDI rI OF ROUTEAC�ESS€F]
1
-% 'WIDTH OF EliTRANCE
,
E'i ISTIHO OR PRGPOSCD EXPANSION JOIfIT -
SIDEVIALE OR "IDEWALO SPACE
o
E F
_: I
J
_ EXPAISIa'I JOIN]
E E
_
CURB INCLUDED IH
•,4 j✓ / EflrRAIICE GUTTER
i, o
Ur:PMEU SPACE -
_
J
Loav urlE
WIDTH OF GUTTER
ENIRAI'ICE 'di IDTH
-
ECPAfISIOH JOII'IT
ABS JIFI IUlA 12
Af3GOLUTE P.IIDII%IUh� 12'
EDGE OF PAVEI,01T I
EHTP ,I(,E
G %II'1
rIOrI TR.,;-EPS.BLE J /
- UNPAVED SPACE V SLOPE- '! UfIPA1 ED PACE -
PEDESTRIAII ACCESS ROUTE DETAIL
ADDITIONAL RIGHT -of -WA)' 15 REQUIRED IF THE LIMITS
OF PEDESTRIM ACCESS ROUTE � E,JErID DE;OIIo
EAS' fIHC OR PROPOSED VDOT RIGHT OF 'NA,'.
L�
[IPEDESFRIA11 .(CESS ROUTES PROVIDE A C0111IPI000S c �,
`A FHI TRUCTED STABLE FIRMCCE SAIDBIL SLIP RESISTT,NT
PA iL GOHHtI TlflG ALL CCESS1CHE EL l I fENI'S OF A
zi
USED T'! THAT CFFI DE APPROACHED, FIED, BSI fERED FJ ID
USED D'r PmE TPIAr15 SECTini j F-F
IF PEUESIFIN4 cEss POWERRE REII IC
PRO V DED, A .IMI ULl ,i TRAER ADLE vrIDTH
IS REQUIRED I,ITR A Mk 1� CROSS SLUPE. D
I,_ •r
HALF PLAN
�I.
aI Ell LJHD IN cc VI uric noR volTrl STNf DARD
cc 5 OR cG T THE CURB FED Girl AT
T rIU ARD IS TO DE nDJu rED To r,L,rcH TTIE
A1UtU l I AHLE ,URB Coro-!cuPA earl. -,
c% To io% cHarlcF R eouc-� SECfIOfI E E
UI f i I[fJ CDR'iE
FACE OF OUR, ° .P„ce `� UEvvrl .- SPACE -
FACE
I IORMAL (,UTTER r 1121% lFA.1. SLOPE /E
\ice G E U. c e IF:t:.
AJ cR E s , CCU c.
-6 '.GGP DA.;_ T'r PE I SIZE 910
FOR CURB .V(AMEH (AER 01-'ILY - + _ POINT OF GRADE CHAI'ICE-�
FOR SIDEWALK, CURE]AID GUTTER—_
13ULF COI'ICURP,EI'ITLY I I. ;; I.I rIM[Jll IHCREAS` IN SLOPE ATI�ARRHUM .0' II'I 1ERVALB l
iz R I. ., a kl'/J fU%4 DECREASE fi SLOPE FOR FIRST lo'I TEPVAL AND S,rCTIOPI D-L1
SECT10H C-C 6 '< U. lo-ww DECREASE FOR SUCCEEOIIIG MINIMUM ro IHrERWLS
SEEaFICATI& r /� [J E'� [� / [, r [)
REFERENCE r, A\ N D A \ L) L_ 1`'I T I �, A.I d (--. E \..�-' U T T E P
5D2 FOR USIF WI-f-I- U1,.,IF'ANED )PAL:_'E BET`J!IEEP'I CURB _. OIGE,�/,,/ALK, REV?/Qo
VIRI'Ir.I 1 DEP :R rMEW OF TRAN'jPORTATIOrI
61' R-O-W
POINT OF I
FINISHED SURFACE COAT NOT INSTALLED
TYPICAL SECTION
CLAREMONT LANE & FIELDING RUN DRIVE
N.T.S.
ILER
NOTE: HYDRANT MUST BE
KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES-
CLOW MEDALLION VILLE THREADS WHICH IS
iv cQ411 MODEL 129 THE LOCAL STANDARD.
OR APPROVED EQUAL
LENGTH OF BRANCH VARIES
6' MIN
�• 2' TO 10'
(270')
VALVE
�r 7 CU. FT. 18 BOX
#68 STONE
36"MIN 4•� 6" GATE I'
° p n VALVE
h� A tltl
2500 P.S.I. CONCRETE p °
BASE AND THRUST
BLOCK AGAINST
UNDISTURLDED STABLE Ir 8" X 6"
SOIL. TEE
STEEL PILE
-
WHEN N 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 BE GALVANIZED
THREADED RODS IN ADDITION TO POURING OR ASPHALT COATED
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
1\ O 1 E
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. 1INISHED 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,
-YPIICAL FIRE HYDRANT
ASSEMBLY DETAIL
FIG. W-4 N. T.
TD-7
SEND WTI-{... _ .. __........... ...........
.. ..._..,,
ANC -!OR SOLLT 'N CENTER
OF SEND,
USE BRACING SIRAE
I-0R I't7-NOS 10" TI'4R UGH 12"
� r C1N ALL PIPE. SIZES
ISE 2 STIPA�PS ON GENDS
1
ADJAC'E.-N i FF0 BE:L.L.S.
a
`��� i6
�
�"
FOR 1 a t E D SE 3 S RAS
T T
�AS
SHOWN,
IIUO <
i(, 1 G Y ff i v i.3.1 .,4
1
"..h'-�
.
I.,"_ ,...._...... ....._........--s�,'�,...,..
�f�I'v f..FSI' `E ✓`.ASS' El
l.L<_.'. A LION
PAIN T ALL EXPOSED
i. L.I. rYiI'! 2 COATS if': 8,ITUMINOUs C` INT.
C[IAR i'l1)il € P.P R
TV ('.,,} I._ L3!-L £ I4„ u
"WID IH DIM, ""`
PLA EE �',ASFIE:R
35` I EREA " g W F j
IC)iv; NAL INSIDE F{" i31
EXTRA
IRON(-; STEEL PIPE
\'SIEGE i3 `,:-I_L
TN L T t - - - -
cr� CENTER FOP
12 r3 iliD z CONCRETE C!
SECTION
14,3 `.Tl?TL),'RD 90' H 0 0 K ON END OF JC' N'
0. W--3A
R/W
LT H Op
In11y L. T ggart
Lic. N
22841
�SS10NAt ENG
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
n
24"MIN 24"MIN
8 8• INITIAL BACKFILL 8"
8.,
MIN. MIN MIN
6„ BEDDING
#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
36" � i 36"
MIN UNSTABLE' 24"MIN INITIAL BACKFILL 24"MIN MIN
SOIL 8,. 8.. 8„ 8„
�� MIN. #68 #68 MIIN. MIN - - ---
O€:STONE STONE Q.
4 \ /r \.
< F' > /STABLE SOIL OR ROCK
STABLE SOIL OR ROCK
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL 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 WATER
PIPE INSTALLATION &. BEDDING
NTS
FIG. W-2 TD-13
in
C TYPICAL SECTION
COURT MONT WAY
24' PRIVATE R/W
R/W SURFACE COAT NOT INSTALLED R/W
SURFACE
RULRLBTOP 1.5" SM-9.5A ROLLTOP
CURB
`3
•� 1 /4" 1' 1/ . 4"
1' -
- SUBBASE
BASE _
2.5" BM-25
5-5.5" 21 A
1' 1 2' 8' 8' 2' 1' 1'
FACE OF FACE OF
CURB N'T'S' CURB
55' R-O-W
N
viES AT
BPS
O a'b ap a0 op" - -1
`SEE NOTE 9.
Y4" LIP MAX.
AREA OF
COLORED SURFACE
y TYP
*2.3�5P
o o 0
-L
00o0o
TYP
0.2"
o O
-- 2.35" TYP*
0.9"
TRUNCATED DOMES
TRUNCATED DOMES
(Plan View) (Profile)
THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2% (1% MIN.).
THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%.
THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%.
A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN
ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION.
WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'
PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS
INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.
10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
CC3-12 Handicap Ramp- Tape
Q� I 1 0 00TE
0 ill 2.0I E�Gg�E R
s��Fryq` pl�\� 1 1.0% (MNX)) ( PGG�55
N.
/ 4' (MIN.)
/ 4' MIN.
X ,t
po goop0000g __o oo oo"oo oo o'poc;p. ..l J
:..aoRAMP aopa:ao
a a a p p o r' a IYI
p O p66
Tp9 8O ~ aaoggo 'opgoAq, appa,a'00000poaa /'��?✓ !S o,00,v Q a o:oga oeoo o o q O -.............
'
a•/ "�:;y�N �:.c„nao cao np�jp0000000'poa000p 'G�%�" �
4' MIN.
Y" LIP MAX.
2.3 • *
AREA OF COLORED SURFACE TyP I
O O O 2.35" * =
TRUNCATED DOMES *2.3s" o°TYP 0'2
TYP Oo o
O O
I 2.35" TYP*
TRUNCATED DOMES TRUNCATED DOMES
(Plan View) (Profile)
*DIMENSIONS ARE CENTER TO CENTER
1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2.0 (1% MIN.).
2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%.
3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%.
4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN
ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION.
8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'
PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9. ELIMINATE CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH)
WHERE IT ABUTS ROADWAY.
DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
POINT OF
FINISHED (E SURFACE COAT NOT INSTALLED
TYPICAL SECTION
ROWCROSS STREET
KTA
* INTERMEDIATE PARKING ALONG THE SOUTHERN SIDE OF THE ROAD
R/W
r REVISIONS
July 30, 2014
Nov. 14, 2014
Comments
Dec. 03, 2014
Comments
Dec. 11, 2014
Comments
Dec. 1, 2016
Comments
Sept. 26, 2016
As -Built
Road & Utility
DATE
May 9, 2014
FILE NUMBER
8050
SHEET
14 / 17
i