HomeMy WebLinkAboutSUB201500123 Plan - As-built Road Plan and Comps. 2015-07-01F.
OMWER f DEVELOPER.
MARCH MOUNTAIN PROPERTIES LLC CONTACT.' DAVE BROCIMAN
005 NEAIHERCROFT GIRLIE, SUllE 100 OLD ]RAIL VILLAGE
CROZET VA, 22932 CELL: (702)-985-9088
PLAN PREPARER:
ROUOABUSH, GALE, & ASSOCIATES dave&bldtrailvilloge com
014 MON710ELLO ROAD
CHARLOTTESVLLE, VA. 22902
(434)-977-0205
TAX MAP PARCEL No:
A POR71ON OF 055EO-07-00-000AI
ZONING
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
OF Z,MA-04-024 APPROVED ON SEPTEMBER 14, 20D5
USE:
9 SINGLE FAMILY DETACHED UNITS
16 SINGLE FAMILY ATTACHED UNITS
SETBACKS:
ON OCTOBER 7, 2015, THE BOARD OF SUPERVISORS APPROVED A SPECIAL
EXCEPTION TO AUTHORIZE A VARIATION FROM THE CODE OF DEVELOPMENT TO
REDUCE SETBACKS IN BLOCK 27, SUBJECT TO THE FOLLOWING CONDITIONS:
7. LOTS 10-25 SHALL HAVE FIVE FOOT FRONT, 0 FOOT SIDE AND FIVE FOOT
REAR SETBACKS.
2. LOTS 1-9 SHALL HAVE FIVE FOOT FRONT, SIDE AND REAR SETBACKS.
LOT AREAS:
ON OCTOBER 7, 2015, THE BOARD OF SUPERVISORS APPROVED A SPECIAL
EYCEPOON TO AUTHORIZE A VARIATION FROM THE CODE OF DEVELOPMENT TO
PERMIT LOT SIZES BELOW 4,000 SQUARE FEET IN BLOCK 27, SUBJECT TO THE
FOLLOWING CONDITION.,
1. NO LOT SIZE FOR A SINGLE—FAMILY DWELLING SHALL BE BELOW 1,500
SQUARE FEEL
AREA SUMMARIES:
LOTS 1.714 Av.
OPEN SPACE 0.177 Aa
PUBLIC R—O—W 1.025 A,
PRIVATE R—O—W 0.244 Ac.
TOTAL AREA 3.16 Ac.
GROSS RESIDENTIAL
8.0 DWELLING UNITS PER ACRE
DENSITY,
PARKING REQUIRED:
2 SPACES FOR EVERY SINGLE FAMILY DETACHED & ATTACHED DWELLING = 2 x 25 = 50 SPACES
ONE (i) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED = 0,25 x 25 = 6.25 SPACES
TOTAL SPACES REQUIRED = 50 + 7 = 57 SPACES
PARKING PROVIDED.,
50 SURFACE SPACES + 18 GARAGE SPACES = 68 SPACES PROVIDED
MAGISTERIAL DISTRICT., WHITE HALL MAGISTERIAL DISTRICT
DRAINAGE DISTRICT. LICRINGHDLE CREEK
WATERSHED: LICKINGHOLE CREEK
TOPOGRAPHY.* LOUISA AERIAL SURVEYS, AUGUST 2012
DATUM: VERTICAL — NAVD 88, HORIZONTAL — NAD 83
CRI77CAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS.
FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN
CM11TS AS SHOIWi ON FLOOD INSURANCE RATE MAP
COMMMUNITY PANEL NUMBER 510005 —7 D.
EFFE077VE DATE FEBRUARY 4, 2005.
ER030N CONTROL PHASE I & ll EROSION CONTROL PROVIDED BY THE EXIS77NG SEDIMENT BASIN
& SIVA ADJACENT TO OLD TRAIL DRIVE (CONSTRUCTED THROUGH WPO201400004),
WPC2D1400004 PROVIDES HATER QUALITY/GUANTNX` COMPLIANCE.
LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES
AND DETAILS.
LIGHTING: 1. ALL PROPOSED LICH77NC WILL NOT EXCEED 3,000 LUMENS.
2. SPILLOVER LIGH77MG ONTO PUBLIC ROADS AND RESIDEN77AL PROPERTY SHALL NOT EXCEED ONE—HALF
FOOT CANDLE
3. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OF SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING
RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS POR40N OF PARCEL At
THE STREAM BUFFER(S) SHOI:N HEREON SHALL BE MANAGED OV ACCORDANCE WITH
THE ALBEMARLE COUNTY WATER, PROTECTION ORDINANCE.
THIS SITE IS NOT LOCATED WTHlN AN AGRICULTURAL —FORESTAL DISTRICT
THIS SITE IS LOCATED WTHIN THE IVA7ERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
LIMITS AND GRADING
OF CLEAR G A JO
LEGEND
EXISTING INTERMEDIATE CONTOUR
- ---3p______
_.
PROPOSED TREE
FP
EXISTING INDEX CONTOUR
3o
EXISTING WATERLINE W/ TEE
PROPOSED CONTOUR --2o
PROPOSED WATERLINE W/ TEE
_
EXISTING EDGE OF PAVEMENT _—
EX. EP
EXISTING FIRE HYDRAhIT
'C-
PROPOSED EDGE OF PA`EMENT ----EP
-------
PROPOSED FIRE HYDRANT
EXISTING CURB AND GUTTER _
EX. C&G_
_
EXISTING WATER VALVE
PROPOSED CURB AND GUTTER
CG�� 66
PROPOSED WATER. VALVE
v
TRANSITION FROM CG-6 ROLL—TOP CG-6 _ ROU_—TOP
PROPOSED WATER METER
EXISTING STORM SEWER
Ex. 15
ROP
EXISTING REDUCER
I -
PROPOSED STORM SEWER
15"RCP
�_
PROPOSED REDUCER
D
HANDICAP RAMP (CG-12)
EXISTING SANITARY SEWER — —c
—�-V
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PROPOSED SANITARY SEWER----+F—
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PARKING INDICATOR
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EASEMENT LINE —
— — —
—
BENCHMARK
CENTERLINE
IN R DIN
—
"
CRITICAL SLOPE
5ccacs io es sEmm, MusrNm e racrcsn
EXISTING SPOT ELEVATION 12.0
PROPOSED SPOT ELEVATION
LIMITS OF DEMOLITION
EXISTING ELOODPLAIN
STREAM BUFFER,
EXISTING TREE DP.IP LINE
EXISTING TREE EX. 15` OAK
VEHICLES PER DAY COUNT
1,234 bPD
PROPOSED STREET NAME SIGN
+
EXISTING SIGN
-v-
PROPOSED SIGN
((pp-�
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
0
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SHEET SO AS -BUILT UnUT Y PLAN
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SHEET 9 — -- AS -BUILT STORM SEWER EROMLES
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TOP=o'8268
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TOP=683.24
1.1.=674.72
Da 4704 PO 369
EX. 1.0.=675.49
1.0-675.29
I 1.0.=674.65 ;
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TOP=681.29
Z LL=674.09 (221)
LL=674.09 (225)
" \ 65
1.0=673.49
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ASHLAR
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DE 4556 PG t73
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DESIGN INLET SCHEDULE
STR # L STATION DESCRIPTION IS-1 TOP NOSE H
201
2.2
10+44.75
VDOT STD
DI-2A
YES
63898
`eP'5
6.48
203
2.2
11+12.89
VDOT STD
0I-2A
YES
5
�1
5.49E
205
2
.
DI-3A
YES
58738
51
207
2.
5
92+3311
VDOT STO
DI-6A
NO
667 38
'v,-E'B'
6.13
299
2.2
72+32-54
VDOT STD
DI-2A
685.66
+'EB
7.C6
209A
2.5
12+32.55
VDOT STD
DI-3A
J
685 66
_ 6
e 76
YD-1
0,0
VDOT ST'D
DIA
N
685 50
_
6.90
211
4.7
13+14.58
VDOT ST'O
DI-2D
YES
684.21
_ _
7 01
213
14.0
12+37,50
VDOTSTD
DI -SC
YES
683.83
rvaE a'
8.18
213E
2.5
10+4384
VDOTSTD
DI-3A
NO
684.30
iYPE'5`
5.00
215
12.0
14+06.91
VDOT ST'D
DI-2F
YES
682,90
^'�Ee'
8.25
217
8,0
14+06.91
VDOT ETD
DI-4C
YES
5B2.90
'. _ _
80.0
219
10
23+88.50
VDOT ST'D
DIAA
YES
662.45
,..
6.10
221
6.0
23+42.05
VDOT ST'D
DI-4C
YES
681.6E
'.._..
7.63
223
4.7
23+41.90
VDOT STD
DI-2D
YES
681.88
n. r=
8.08
226
4.7
22+83.36
VDOT STD
0I-20
NO
682.40
Y 9
7,85
228
0.0
VDOT STD
ME.
YES
632.50
'B"
9.00
230
VDOT ST'D
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148A
2,5
Replace
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6^490
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NOTE:
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STIR. #229 WILL NOT BE BUILT UNTIL ALL UPSLOPE AREAS
9
DRAINING TO STR. #228 ARE STABILIZED AND THE EX.
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SEDIMENT BASIN IS RERAOVED, PER COUNTY INSPECTOR
ryJ
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APPROVAL. THESE UPSLOPEAREAS INCLUDE ALL OF THE
p
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0 NTP,IBUTING RUNOFF FROM BLOCK 27 AND FUTURE BLOCKS
6. 7, 26 AND 35.
SCALE 7" = 30'
30 15 0 ae le
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DESIGN STORM SCHEDULE Dare: 9,161201E
---
PIPE#FROM TO
PIPE DESCRIPTION
SLOPE
IN
OUT
145 I t48
t44
40 2 � o, HP D E
24 " Bto�n c pe
0.55;6
IM P+i 663,22
N (OUr)- 883.00
14813 !1 143A
134
34.9 L If !i P.U.E
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057?6
INV(IN)m 67.,--25
INV(IJUT)=679-0'v
155 154
156
i50.0 LF. o€HPv.=.
2.."St-1
676.64
INV(00m=67560
200 "ut
201
3<.3 L I cf HP.D
21 S. 11 -
0..
N w)= 632.90
uVIO'JT)=682.80
202 201
203
80 e =f 1. - D_.
24 " S O ,..,
2 23",
K1(1Ilr= 667-5G
NljOLTI= 680.7C
206 207
205
21P O.E,
15 " Storm 4' Pe
C -0"/,
FW(.N- 681.2E
: N,6J 1- 681.0E
204 Y 205
203
5C8 1 of H.P.D E.
15Storm p-
34911,
1^NfINp ran -95
INV(CJT1 680,70
208 t 203
209
i LF ofH PD.E.
24"Storm Ppe
1.78C6
IM/{IN)= 68060
INV(Ot-678 70
YD1i1 Y61
20"
11_2 L F. C H P. O:-.
15 "Storm P,pe
,--
V-If�" 579.3'
INWOUT)= 679.00
20913 209A
209
37.E et H P. D E.
" Stour P-Pe
0 53'L
i4 +iiLl 678-40
INVPrM= 578. 70
210 209
211
799 Fof H P.DE.
24"Storm Pipe
INV(IN)-676.60
INV(WTI=67, 30
213A 1213B
213
189.0 L. F. of N. P. D. E.
15"Storm Pipe
0R210
IM1V(IM= 679-30
INV(OUT)=677.75
212 213
211
62.2 L`. m`H. P. D.F_.
,a " Storm P,rc
0 5611.
1NVIIN%v 677 65
INVIDUTI= 677 30
214 211
215
83.7 L.F. of HP D.E.
30 " Storm Plpe
1 92 '
I.YVIIN7= 677.2C
INVIOUT)= 675 50
216 215
217
287 L. F. U'i P D,E
36 St.- Ppe
0 9'",
INV(INj- 674.90
NVIGW)= 67476
218 217
219
c1 L.-I fH,P,D,2
3a St Pipe
04911
IM1N(INI 674.65
,V,01, 174.g5
220 219
221
10.8 LF..1 H.PD_E.
36"Storm PiPe
049T1
INIV NI- 674.35
INV(WT) 6t4"v
222 ( 22t
223
38.9 LF. o1 H-P.D.E.
36"Storm "Pe
0.39r�
IM1IVIINI= 57405
iNV(0tITI=673.90
f
226 ! 155
225
819 L FIH. P.O_E_
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0 3°5
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224 225
223
643 L ..f I J.E.
42 " St. Pw.
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1%(IN, 6 4 5S
IMJ(O.frl- 674.20
227 223
228
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1101I V3. �
229 228
230(UB-P.)
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232 (S.B.1
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N- 13, 2075
Nov. 18,2015
Doc. 0. 2016
Nov. 29, 2016
As -Buff
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00N=R VNTERVAL
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COMBINATION LNDERDhA1N CD 1 AT LOWER END Of CUTS —
N R LIN SEC ION
TRENCH PLACEMENT
PLAN VIEW
:PLACEMENT OF CD-1COMBINATION UNDERORAINI
OR
f=
GENERAL NOTES
NON PERFORATED OUTLET PIPE
saw wi. I
STANDARD COMBINATION UN€)ERDRAIN
(AT LOWER END OF CUTS)
s oA
FENNEL ROAD
24' Private RM/
. EJ&IIng 61' Pu71c R19tl —
700
695
620
685
680
675
670
K=65.35 AS —BUILT GOLF VIEW DRIVE
0'VC
DESIGN SPEED = 25 mah
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DESIGN
GRADE
GRADE
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21+50 22+00 22+5
A T SHEET
INTERSECTION SIGHT DISTANCE
20, OFFSET FROM MIDDLE OF
NEAREST GOLF VIEW DRIVE
THROUGH LANE
4' OFFSET FROM CENTERLINE OF
ORION LANE
INTERSECTION SIGHT DISTANCE
20, OFFSET FROM MIDDLE OF NEAREST
ORION LANE THROUGH LANE
4' OFFSET FROM CENTERLINE OF
OLDHAM DRIVE FUTURE
c•UR'.A_ t.. f
INTERSECTION SIGHT DISTANCE
20' OFFSET FROM MIDDLE OF NEAREST
RION LANE THROUGH LANE
OFFSET FROM CENTERLINE OF
E L ROAD
• N ^ nl � CV f �d
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700
695
890
685
680
675
670
ui
SAG STA14+05.91
SAG ELEV.682.91
AS-BUOLT ORION LANE 50'VC. K=9.43
CK=35.60
10'VK=17.67 10'VC
OF,— DESIGN SPEED = 25 mph 705
PA
MENT
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GRADE
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no
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+
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o
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Horzontal Seca:
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Vertical Sea
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700
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685
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TL
680
15
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12" MIN.
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12 M
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15"
49
36" HDPE
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670
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10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
�$NyTB OF by
SCALE 1" = 5' VERTICAL of T'c
SCALE V = 50' HORIZONTAL s r�
a
25 Jlmmy L Taggart
so u o scow w r¢r so sao uo. wo.
• 0 22aal `yq¢
0
SCALE III [EEr ^r89d ON2L CtOl
SAG STA.12+34.61
SAG ELEV.687.41
AS FEE' NEL ROAD K,=5.02
-BUILT 2A
70's DESIGN SPEED = 15 mph 705
700
700
695
�o
oz
w 690
690
+ri
NNIIm
+ w
-°W
685
685
680
680
675
675
ue mrn �,m q,m ei
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coca Ica :oca �w
10+00 10+50 11+00 11+50 12+00 12+50 13+00
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695
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675
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EDLE 9JUMBER
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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) ELEVAO,N OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
GROUNDIQ
TOP /CRONNI ELEVATION OF THE THE LOINEST PIPE �NNECTED
TO E AIAN CLE.
2' MIN
2. SEWER LATERALS TAPPED INTO AN EMSTNG SEVER MAIN
SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED
BY "SFALBIE",OR AN APPROVED EQUAL
Z. MINIMUM GRADE FOR SEWER SERVCE CONNECTION SHALL
BE 29, (1/,"PER POST)
SALT
4. ALL SEVER LATERALS SHALL HAVE A )JINNUM
TREAiED-
DIAMEIER OF 4'
2 X 4
AI ARABS
5. ALL SEWER LATERALS SHALL HAVE A
MINIMUM COVER OF 3 FEET
PLUG END OF -
MAIN
SECTION SERVICE LATERAL
LINE 45V
IN UNE WYE-TEE
PLAN
VARIES
5EWER SERVICE
LATERAL CONNECTION
FIG. S-2 N.T.S.
TD-6
w
z
3000 PSI CONK. BASE
BENCH SLOPED TO FLOW
9• CHANNEL 1/4" : 1' MIN
`BRANCH
2"
NOTE:
FLEXIBLE CONNECTION
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION " BOOT "
INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - ITN
NTS
FIG. S-I B
TD-2
PLACE 5' GALV. ° WITNESS " POST PANTED
BLUE TO INDICATE VALVE LOCATION AS
DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE /
" gAB NGIWhB L jVAYLORDFIG 110. U4905
49LOC
TYPE) DRAPPROVED EQUAL
MJ. GATE VALVE
UNE
2500
E 2'x 2' BEARINCaNE1.
a
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL
EXTEND SIX (6) INCHES ABDVE GRADE.
TYPICAL CAFE VALVE
NS
FlG. W-5
�'
ACSA GENERAL WATER &va EWER �®fy9�9T0®CONDITIONSF-.I Y 06 , 2013
t. WORK SHALE BE SUBJECT TO INSPECTION BY AEB51ARLE COUNTY SEFNiCE AUTH(A71TY ASCA INSPECTORS
THE CONTRACTOR PILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SEANCE AUTH TY F!Q'N3' AT
THE START OF THE WOR(.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED GSUW ARE NOT NECESSARILY
SHOWN ON THE PLANS AND VHHfRE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL
ON HIS OMN INTTIA77VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CGTVSTRUCTION SHAL COMPLY PITH THE CURRENT EDITION OF THE GENERAL WATER
AND SEVER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE 06VNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATORS SHORN /N NATIONAL GEODETIC SURVEY,
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTIu7Y (1-AOO-552-7001).
a ALL WATER AND SEIVER PIPES SHALL HAVE A MINIMOH OF 3 FEET OF COVER MEASURED FROIA S'E TOP OF
P/PE OVER SIP CENTERLJNE OF PIPE. MIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS,
AND IVATER LINES, ETC.
7. ALL WATER AND SI APPURTENA= ARE TO BE LOCATED O DE OF ROADSIDE DITCHES
B. VALVES OWN OEADEND LINES SHAL SE ROODID TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING
FUTURE EXTENSION OF THE LfNL
R TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10, TH CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY 57714 ME NO -LEAD REGULATED REGARDING BRASS
FITTINGS EFFECTIVE JANUARY 04, 2014 {SENATE BILL 3574, WHICH A40DIRES THE SAFE DRINKING IVATR ACT),
EXISTING PAVEMENT I PROPOSED PAVEMENT _
REMOVE EXISTING 5ARCUT THROUGH
SURFACE COURSE 12' EX/STING SURFACE COURSE
2"f PROPOSED SURFACE COURSE
NTERMc`DIATE ASPHALT)?,
BENCHED PA IEMEN BASE ASPHAL
TACI<C{7A7 AGGR`BASE a
VOTE PROPOSED PA nE GENT MUST
TIE IN INCH EXISTING PAVEMENT
TD-18
FOR ALL BENDS FOR TEE OR WYE F`IT11NG
WIDEN TRENCH TO
ACCOMMODATE
n //mom ANCHOR IF
or,,:�. Inn. REQUIRED. 45'
MI
11 e 6EOOING AS
a REQUIRED`` .c '
x
A 'y PLUG p G
, MIH I '
T ,
SECTION 1-1 SECTION 2-2
NRmx6 im
a DUAL SERVICE O
I" Cp.HFREE5ON r. 3/4" AlAIE PIPE
CWPURO OR APPIG E➢ ER.AL
1° TYPE.1 FOR U51ON DB-D)
SOfT+�EI SNaE FAMILY RµSO01 C,An
O c1ER IS - PRNNBa).
SINGLE SERVICE 2
N1) SADDLES SHAB. BE USED OR PC PIPE.
CAST ITCH UD
FlNISIED GRADE BROOKS G200 -I. S.
WITH IXIENSAM OR
APPROVED EQUAL III
1 f4 L]JD COUPLING {IF FE0M9ED) UNPAVED NBAB
MUEIIFR N0. H-15068 ) L HVlE
0. H-11 B /2•, 2l { ' COPPEA4_TIEA
FORD N¢ L02-,M1 ; OU11BI) CP �ffEB GAGEINR BRINE)
OR A ME n1'EO2 gVA1 36' NBL j• N ATP�PROVED EGNAL 3T
` 4�S1CN£ \I�s
\ RPORAIION STEP (I', t 1/2', T)
UUELER NO H-I5000
nPP�aOvmRE. IIIao, oR
GOAL
TYPICAL SERVICE
LATERAL INSTALLATION
NTS
FIG. W-6 ADDED FEB. 16, 2006
TD-19
PIPE
DEGREE
BEN DIMENSIONS
VOL,
EE
TAND PLUGS
VCL
SIZE
OF
BEND
FEET
L H T
CU.t➢.
FEET
L H T
ED YD.
90
2.50
2.50
3.01
0.24
zz 1/z
2.00
1.50
2.25
z.co
-2
25.1D
DO.IS
OLD
225
250
0.1S
11 t/4
1.50
2.00
ZIS
O.IG
6,
90
45
Z21/Z
3.6'0
Z66
1.88
3.t6
2,66
2.16
3.21
2TT
20B
0.46
0.26
0.13
3.16
2.81
2.88
D.32
111/a
1.66
2.16
267
0.13
SO
45
221/2
a.B3
3.33
2.33
3.83
3.SB
2.Sa
3.42
295
Z80
0.83
0.43
0.24
3.63
4O0
263
052
11
1.83
2.33
284
0.18
1. THRUST BLOCKS ARE RECU RED WHFCE7KEP. THE PIPELINE : CHANCES DIRECTOR,
CHANGES 9ZE DEAD ENDS ANO AT VALVES
2 USE 2500 P.S.I. CONCRETE
3. NO CONCRETE SHALL HE POURED ON ANY PART OF THE J011TO
4, THE CONSULTING ENGINEER. SHALL BE RESPGNN IGLE TO THE VERIFY THE TYPE @
SIZE OF ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NTS
FlG. W'-3
TD-1M1
NOTE: HYDRANT MUST BE
KENNEDY GUARDIAN (K-B1A) I EQUIPPED WITH CHARLOTLES-
CLOW MEDALLION VILE THREADS WHICH IS
A1,",:H MODEL 129 THE LOCAL STANDARD.
�OR APPROVED EQUAL
LENGTH OF BRANCH VARIES
(2707 z' TO 11'
VALVE
7 CU. FT. 18 BOX
#88 STONE-)
6" GATE
VALVE
25DO P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST,. /
UNDISTURBED STABLE a. e" 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.
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
NOTE :
1. SURROUND WEEP HOLES WISH 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 15 NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE kYEEP
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.
CUTLET PROTECTION SPECIFICATIONS
TEMPORARY STIR g229
26 7. C_Y, CL I RIPP,AP ,, STR 1231 26.7 C,Y. CL I, RIPRAP OUTFLOW
QP� N 18 MIN. DEPTH N OUTFLOW 18° MIN.I.DEPTH-
VV .UNDERLYING F F. <-48' Wp! .11 NDERLYING F:F : = 92.5 cfs
Q i i GIG
Ito = 92.5 cfs
APRON LENGTH = 24' APRON LENGTH = 24'
ROAD CLASSIFICATION SC_)SE17ULE'
ROAD NAME
STATION
DESIGN
SPEED YFD
PAVEMENT
WIDTH (,A)
PAVEMENT THICKNESS
FUNCTIONAL
CLASSIFICATION
-SM-9.5
IBM-2 5.0
21B
GOLF VIEW DRIVE
21+47 - 25+04�25
mph 350
32'
1-1/2"
3"
6"
LOCAL
ORION LANE
10+00 - 14+60
mph 1,750
32'
1-1/'2"
4"
8"
LOCAL
FENNEL ROAD
10+00 - 124-66
mph l 160
16,
1-1/2
2-1/2"
6'
LOCAL
OLDHAM DRIVE
10+00 - 12+82
115 mph 90
16'
1-1/2'
2-T/2"
5"
LOCAL
TD-7
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL SACI<BLL - z+Rnu MN e' N
MN. n!N 6" .EOOING �'.u..... Mix
,y'08 STONE -�-'"'�
^ STABLE SOIL ROCK
^ SCRAPE TIE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SCIL OR PROVIDE A 4" BEDDING OF
4. STONE
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
36" 3E"
AIIN UNSTIBLE INITIAL BACYFIHE AIIN
SG4.za1�w'P5 qa ulx G,
HI i STONE STONE ug wx
STABLE SOIL -OR ROCK ZABLE••SOILOR ROCK'
NOTE :
1.NO ROCKS SHALL BE ALLOWED VIITHIN 24" OF THE HATER ONES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITAL BACKFILL
3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN B" 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
ITS
FIG. tt'-2
NICE
TRUNCATED DOMES AT
ALL CURB AND
TRANSTGN RAMPS
�CAn V`
O
A
_P�ti- SEE NOTE 9.
Y- LIP MAX.
�0
^ AREA IY COLORED SURFACE
00000 r
Z--I--I•°-z5'TYPe (--o.9"-I iz•
TRUNCATED DOM TR N.A D OOM
(Plan Uew) (Profile)
Notes:
I. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 27 (TV 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 5,07
A. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN
ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE MILS, SIGNS, ETC.).
5, CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
5, RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PODDING.
7 TYPICAL SIDEWALK BECTON FOR RAMP BECTON 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. EUMINATE CURBING AT RAMP V,'HERE IT AOUTS ROADWAY, EXCEPT INHERE ERTCAL SURFING IS
INDICATED ON THE DRAWNGS TO BE INSTALLED ,AND SET FLUSH.
1D. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WTH ADJOINING SURFACES.
KCAL SECTION
GOLF VIEW DRIVE & ORION LANE
N.T.S.
* lN7ERMEDlA7 c P4ARNO NG ALONG Si77o -] HIDES OF IT 9E ROAD "
TD-13
o��$Ny'd73 Ox^ bl�i
i
Jimmy L. Taggart
R tic. Na.
a22841 �Qh
l
E93d DIAL LAVG
CCm12 Handigap RamW Type V
oh\S'Dl l�\ 1.ol (M BID AGC�D� Li
�,F ti 9Aa`N I
/
I/// I EIOETIn�`
/ 4' (MIN.)
/ 4' IN.
^ `Y`//
4 MIN.
J Y" UP MAx
AREA OF COLORED SURFACE
TRUNCATED MORES
N M'S a M
(Plan View) (Profile)
'DIMENSIONS ARE CENTER TO CENTER
Notes:
1. THE MAXIMUM ALLOWABLE SIDEVIALK AND CURB RAMP CROSS SLOPES SHALL BE 2.0 (1X MIN.).
2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5G.
3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 6.07.
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 LONGING.
'. TYPICAL SIDEWALI: SECTLAN FOR RAMP SECTION CONSTRUCTION.
6. VMERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN VUDTH (EXCLUDING CURBING) A 5' x 5'
PASSING AREA SHALL BE PROVED AT INTERVALS NOT TO EXCEED 200 FEET.
9. EUMINATE CURBING AT RAMP (OTHER. THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH)
WHERE IT ABUTS ROADWAY.
10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
TYPICAL SECTION
FENNELD & OLDOLDHAM DRIVE
11
T
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SOPL 9D. °LOTS
NOW. 19, ems
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9anty 'i , 2dD tl 5
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