HomeMy WebLinkAboutSDP198300022 Plan - Approved 1983-07-27NOTE S
A twenty foot (20') easement is required for
both the water and sewer (upon dedication to
the Albemarle County Service Authority) with
the line centered in the middle of the ease-
ment. No trees, shrubs or electrical trans-
formers are allowed within these easements.
No Salutary manholes will be installed in a
swate or low point.
ALI benches will be filleted to the inverts
of sanitary sewer lines entering and leaving
the 111aIlhole.
ALL Lawn Ilyciraclts shall ha-e a vacuum breaker
installed on them.
All water tabs shall be separated by at least
L8" .
NOTE
SANITARY SEWER LATERALS TO BE
CONSTRUCTED WITH A SLOPE OF
1/4'' PER I' AS TYPICALLY SHOWN BELOW.
THE END OF THE LATERAL SHALL BE MARKED
ON THE SURFACE.
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NOTE
Class 52 ductile iron pipe to be used at the
crossing in HYDRAULIC ROAD.
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PROPOSED UTILITY EASEMENT — - ° --ALL TRE1E THAT CAN BE SAVED—'r :REMAIN 55
--
- S 140 16' 25" W , J
�l N OO D SEC T1 ON ONE
/ 2 4
I
-NOTE:
Restrict inlet to 8".
HYDRAULIC ROAD GARD ENCOURT TOWNHOUSES
SITE PLAN
GLOECKNER, LINCOLN & OSBORNE, INC.
ENGINEERS. SURVEYORS AND LAND PLANNERS
710 EAST HIGH STREET
CHARLOTTESVILLE. VIRG4NIA 22901
FILE SCALE REVISED DATE SHEET NO.
11 1 DECEMBEF% 17 1981
1 1 1 69 1 — 20 JUN,E 15,1983 IyB� AUG.151 81 2 OF 11
NOTE: The Contractor shall verify all dimensions at the site. He
shall report all discr vancles to the Engineer prior to constructil
%/2 / 3
s, P
j U I_ 13 1983
EN0INEERING DEPT.
BY pm a%
` ,L7Zr
:q2 JW-3-1-38---C
I_2-y Golvani Y ed
Golvartzpd plate lobe bent
Do, 1 0,7, on an angle of 60' Wand is to 2E
7 a's C be anchored with I'% 4"Vud sheaf►
Eirponrion Joint
Radius --- 1 2 Dart a connectors welded to ti,.rif plate T t4'Stud 31,�, cunneciiif TABLE OF QUANTITIES
Sidewalk at 2' C -c. .0d.el 10 "ogle oo. of 2'c -C
G G"
ly REINFORCING STEEL
A
Sidewalk pe Type 8
I -I I I -I- -- U NOSE DETAILS AREA
--- t L. I I L OF CON
IT Bare 13 Cooll i,10i'l Bars A TYPE CRONE
SLOT BARS A BARS BARS C BARS D BARS E BARS F BARS G WEIGHT
Unpaved
I Space Ft. Sq. Ft Cu. Yds. No. Lin. Ft.' No. Lin. Ft! No. Lin. F0 No. Lin. Ff." No. Lin. F0 No. Lin. Ft.' No. Lin. Ft." Lbs.
4� Or T_ II II 'Dor F E race of Curb -1" eMiri. ----_ -_ --- - --- - - --- - - -
Borg A -74 3 S-2" - 6 1'-0'• 22
II Gutter Expantion Joint --z, 12"Min, Barg E DI-3A 2'-6" 1.15 2.26 - 1 5'
Expansion Joint ]_-A 41 1.83 2.59 5 1'-6" 2 6!-7106�10' 3 5'-7" 3 S-2" 4 1'-6" 3 1-6" 4 1'- 0' 64
It hilid Is conilrucled In Median Curb or with Integral Curb, Guitar Is to be onnifliii detail)
1- 3- 0- 6 2.75 3.02 5 3'- 6" 6 6-7')O6t-1O" 3 5'- 7" 3 3 2" 4 3 6 3 1`- 6" 4 1'- On I I I
PLAN
Ile SECTION B-0 8' 3.67 3.46 5 5'-bit 10 6-7106-10" 3 5'- 7' 3 30-211 4 5'-'6' 3 1'-6" 4 It- 0' 158
I L-Vadobls- Max. 20'
I Or 4.56 3.90 5 7`-6" 14 6-7)o6'-IOr 3 5'- 7 n 3 S- 2 4 7�-6" 3 1'- 6" 4 1'-0* 204
6 6 Keyed Consir. Joint Bars D Approorh G�uller
A B DI-3B 12' 5.50 4.34 5 91-6" 16 6i-7"fod-IO" 3 5'-7 3 3'- 2 4 9`-6" .3 1'- 6" 4 1'-0" 25 1
-1 , Wwppd Guitar
In reltrow, - ; *
- - _T
--1 0 R r VR
4' 0"'
No.
I 4ell I r5
I I- - - - 5
"Join'
7,
Bair G 14 6.42 4.78 5 1 ll--1113" 22 010 6-10" 3 5'-7" 3 S-2" 4 11 6" 3 1'- 6 4 1'- 0" 290
2 r
B V•Gutter Bois E--- 3ubbos# 16' 7.33 5.22 5 IS-6" 26 0"106tio" 3 5-7" 3 S-2" 4 IS-6" 3 1'- 6" 4 1'-0" 345
•It
M 1 14010 18' 8.25 5.66 5 6- 6" 30 d4lod-16 3 5'-7 3 S-2" 4 15'-6" 3 1'- 6" 4 1'-0" 391
0
Bar* r
Type A nose detail shall be used 0#2, Hardware cloth 20 9.17 6.09 5 _f 7-T--6 To- - - 1'-0* 436
9 10 3" Diameter volh CG-3 Standard. 34 d7"IO6tIO" 3 51- 7 " 3 3- 4 17' 6" 3 1'- 6" 4
A-4i RADIAL PLAN Weep Hole lip B noss delod shill be used SteersrD D I- to I- It
FRONT ELEVATION ,Ih'CG-2 8, CG-6 Sla.dcuds, a,e lo be 6' 2.75 3.01 10 It- 9" 4 6!-710 6- U 5 5'- 7 " .3 3 2 8 1 9 6 1#- 611 2 1'-0" 1 1 1
'"'J'd �he. It's PLAN (Gutter removed) 3" rJamelor weep hale to be 1 8 3.67 3.45 10 2'-9" 6 Et-710 6t-10" 5 5'- 7 3 S- 2" 13 2i- 9" 6 1'- 6" 2 1'-0"
NOTES: Ali concrete 10 be Closs A-3. A ocal. ] . 4 O,ff enter 1 58
In the event the c,lof me �Jfall ppe is h.9he, than the bollain ed to drain s.libuse. Fo, Ilea, details see - ---
Ramp surface shall be constructed with a non-skid finish. of the , frucIu,e.lhemve,I of llor structure hall be shaped .-Ih Sid 5 1 -1 for 4.58 3.69 10 3'- 9" 12 6-7'lo 6-16 5 5`-7 3 3'- 2" 6 S-94 6 1'- 6" 2 $-oh 2 05
-VnE)ov d-i- Ramp shall net exceed a maximum Slope of 12:f. cemenl�mnrfur to prevent sfci�ndinq a, pondmg of ate, in the f2 *x 12*plastit hardware cloth 2': a:---4 9-
Spec Notes. standard "els may be constructed with concrele shuclu a The cost for invert shaping shall be included in flie mesh Is to be anchored firmly to the - 4 - 0 1- to
Curb cut ramps are to be located as shown on the plans or block in accordance with the details shown on price d for thA structure. outside of the 11mclute. SECTION A -A 1 2' 5.50 4.33 10 4'- 9" 16 6-7"fod-10* 5 5'- 7 3 31-211 8 41-91' _6 It- 6x- 2 1 0 2 52
d 3 C
as directed by the Engineer. They should be offset from
D I it -0" 298
Slander DrowingDI-li
pedestrian crosswalks but ihould not be located behind 4ahiclis 1 4' 6.42 4.77 10 5`-9 20 6!-7106ii-16 5 5'-7" 3 3'- 2" 8 5'- 9" 6 1'- 6 Is 2 1 1
stop lines. Existing light P010S.fire hydrants, drop Inlets, icl. For ,dimensions and quorififixi riot Shown see thest 2 of 2 Appe. point, - --- --- . . .....
xa will also affect placement. DI-3A DI-3B DI-3C Warped 16' 7.33 5.21 10 6�- 9" 24 6'-_110 d-10* 5 5-7" 3 S- 2 6 6'-9" 6 1`- 6" 2 I' -ON 345
Cut ramps will be measured and paid for of the contract unit t--- L --I L L 7" 1 _T_ _0" .392
SECTION A -A 18' 8.25 5.65 10 79" 28 b- lOb-K) 1 5 5'-7" 3 S- 2" 6 7-9 6 -6 2
prices far side walk,-.urb and gutler,or olhercom-
32 6t-7'to6iiIO* 5 2 I. -Ors
patient s thereof whicL price shall Include all work y -911
necessary 10 shape or modify the Items I IL 9.17 6.09 10 1 3 3 6 6 439
as required.
I 1 14 Denotes length of one (1) bar
H I _-Elow
Notes:. All reinforcing bars to be No. (5).
"uuunnI.hiii ilitil.-ii I.- i1l`lT1IImn"n_,,� 00- 1 b_jI Concrete to be class A3 if cast In places Class A4 if precast.
_j DETAIL WHEN USED
For use on grades for use in togs ADJACENT TO MEDIAtf Concrete quantities shown are for depth (H) of 6-2* without pipes. The amount displaced by pipes must
Slope 12:1 Maximum Both tiers to be il�..mwirlcol
The Wdoneos,on shown, on the standards and When specified on plant the irwe,t is to be soaped in accordance wim be dedupted to obtain true quantities. For inlets of different depths add or subtract 0.32 cu. yds, of
specified on the pion% will be measured from Stoodafil Plan 15-1. The coil of furnishing and placing all molmrials concrete for each foot of difference in depth.
SECTION B-B he invert of the oulfull Pipe to the fop of Incidinfol to the shaping is to be included in the price bid Fw the droo, inl#f complete.
ISOMETRIC 11 Length of Angle [run as shown on Sheet I is to be L +16" @ 4.10 lbs. per. ft.
he structure
VIEWDepth of Intel (it) Is to be as shown on plans.
Ldnjlh of star (L I will r in every cots, be shown on plans.
What' Intel Is used In 4'.0" Modion, back of Intel Is to be shaped to conform with proporiod curb.
This item may be pr8cosl of cost in place.
SPECIFICATION SPECIFICATION
CURB CUT RAMP REFERENCE SPECIFICATION STANDARD CURB DROP INLET STANDARD CURB DROP INLET REFERENCE
(FACILITY FOR PHYSICALLY HANDICAPPED) REFERENCE 12'�-30" PIPE MAXIMUM DEPTH (H) = 8' 12 STANDARD
PIPE MAXIMUM DEPTH (H) = 6 241
VIRGINIA DEPARTMENT O3 241 VIRGINIA DEPARTMENT VIRGINIA DEPARTMENT
of 503 a/ of 503
=3. 9 HIGHWAYSAND TRANSPORTATION HIGHWAYS AND TRANSPORTATION HIGHWAYS AND.IRANSPORTATION I
r
-
L
A
2
F 4
4' 4, L 5 /:�O-
-6,5,
W. G.
EXISTING EASTBOUND LANE
HYDRAULIC ROAD ( Fair condition)
Slope Varies ---
. 6"Agg. Bass Material Type 21
TYPICAL SECTION A -A
( N. T S.)
E.P.
1 12 Varies)
PROPOSED DECELERATION LANE
CG-2
250lbs. P.S.Y. 1 1-2
1/4": 1' -------•�
IO'Agg. Base Material Type 21 or 21 A
TYPICAL SECTION
( N.T. S. )
DECEL LANE HYDRAULIC ROAD
6 4' L 2
4" conc. I
sidewalk
lilt
I'll =lilt=
3
...CG-2 f .-CG-2
UNIT 4' 1, 6" li'l Varies II'} Varies Id, 51
4" conc.' 4 .1 conc.
sidewalk sidewalk
1 1/2 " of 1-2 or
1 1/2 " Of S-5 Surface
1/4" 1/4 1/4
4 A A. d li%IIII
A till = I
6" Agg. Base Material Type 21 6"
TYPICAL SECTION
(NT S.)
ROAD "A" STA.4+80 THRU STA.5+50
1. O1 0, 8 . 0'
parking space
1 1/2" of 1- 2 or
VDH 81T I 1/2"of S-5 Surface
C13-2
1/4
1/4"
II
6"Agg, Base Material Type 21
TYPICAL SECTION B-B
STA. O-i,40'THRU STA.I+I04* (Road "D")
( NT S)
4.0
4 conc.
sidewalk