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PRELIMINARY Co :',UMENTS FOR
SIERRA DI NY() 1\1 S
RIO BRAVO ROAD
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SHEET NUMBER
1.
2.
3.
4.
5.
6.
7.
8.
TIT !,
COVER
PLAT
SITE PL
SITE PLoc
RIO SE:
HARMON,i'
RIO BRA
WATEF.
OWNER:
BARTON PORTER
2571 COUNTY ROAD 314
NEW CASTLE, COLORADO 81647
(303) 984-2790
a..",177Z r-
/el97719
EMINEER:
_HIGI-COUNTRY ENGINEERING, INC
CONTING ENGINEERS AND SURVEYORS
923 COOPER AVENUE
GLJWOOD SPRINGS, COLORADO 81601
(303) 945-8676
PLA
CF
•
HEET
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N. SHEET 1
NI SHEET 2
ROAD — PLAN AND PROFILE
WAY — PLAN AND PROFILE
) ROAD AND ACCESS ROAD — PLAN AND PROFILE
TAIL SHEET
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D 2z
= F
124- 30
r •
2
0
CO
1
14+00 4-00
RIO SECO ROAD CENTERLINE PROFILE
SCALE: HGRIZ: ,100'
18=00vLhL
• i
10
a'
c;-
19+00
P14 A
P 60
A L. 3 3
15
50 X.
0
u-,
702 L.F. 2" CLASS 200 PE
AND 4" 0900 PVC IN SAME
TRENCH
TA .
v - u()
A 5 1 62
4' 43
4.
t.1.1
• •
1.4.1
LOT 11
PVI STA = =.3+ 15 .34
PV1 ELEV !•:.637 53
A D = 5`?
K 38 71
100 00 V2
4.
4
4
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1
GRAPHIC SYA.LE
00
IN FEET )
1 Inc h - 100 ft..
4-.
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DATE 4/95
FILE: PINBAE
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DATE 4/95
FILE: PINBAE
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RIO SECO DRIVE
TYPICAL ROADWAY SECTION
Pr)tNT ELE:\f `-:648 96
POINT — 2".+51 14i -
P1 STA :5+56 7
Pvl ELEV 5650 99
40 ---1642
K 6 09
100 00 vC
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AND 4" C900 PVC IN SASE
:TRENCH
LOT 12
9.49 ACRES
567 L.F. 2" CLASS '`.00 PE ' AND
�-�- 4" 0900 PVC IN SAME.-
/
AME..-./ TRENCH
1
1
LOT 14
13.78 ACRES
}
DATUM Earl'
5550 00
LOW .'oINT ELEV = 5559 57
Li.* POINT STA = 3+68.30
PV1 STA = 3+27.56
PV+ Ely = 555911
A 0 10 80
= 926
100 00 VC
4
F'VSTA = 6+44 46
PVELEV == 5562.28
AD. = 347
K 28.83
100.00' VC
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7"
c)
W
965 L.F. 2" CLASS 200 --�
ANp 4" 0900 PVC IN SAME
• TRENCH
HARMONY WAY
1H
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LOT 13
8.83 ACRES
04
PN STA = 74+46 30
Pvt ELEV = 559811
A 0 44
K - 61 56
15000 vC
:.r
r
509 L.F.
4" C900 PVC
9
2+00
4+ 00
+00
8+00
10+00
12+00
14+00
HARMONY WAY CENTERLINE PROFIL
SCALE. Hc_ RIZ_:
VERT: 1''=
2
100
16+00
18+0')
n
0
r
20+
7T.
r-)
1
22+ 00
GRA}'J-jI(.,
5C
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C! ASS 6 AG(RE .,A TE HA`. E
: IMPACTED)
HAFMONY WAY
TYPICAL RGADWAY SECTION
4
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10+00
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HARMONY WAY CENTERLINE PROFIL
SCALE. Hc_ RIZ_:
VERT: 1''=
2
100
16+00
18+0')
n
0
r
20+
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r-)
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22+ 00
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: IMPACTED)
HAFMONY WAY
TYPICAL RGADWAY SECTION
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00 200
400
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")MPACTE:_
LAS`_, t A &GPI A. if E3 A SE
o MPA TED
( IN FEET
1 inch 100 ft
RIO BRAVO ROAD ACCESS ROAD
TYPICAL ROADWAY SECTION TYPICAL ROADWAY SECTION
LOT 2
7.63 ACRES
LOT 3
10.37 ACRES
1-
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'2485.50
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HIGH POINT ELEV = 5692 `;.
HIGH POINT STA == 9+21 8.
Pv1 STA = 9+34 82
PVI ELEV = 5694.50
4.0 = —15.57
K =- 6 42
'0000 VC
IzI1;- F'flINT t5b4%
HI .H POINT TA 2+-04 8'
PV1 `1 4 1+8060
ELEV = 5648 36
AI.; -i?48
K ' d_
100 00' v1�
P W1 STA -- 6e',)i,;
PVI E0E V = 5655 60
A.0 - 4 1C1
K = iti 4.,
1 5(
HIr.;FT PON' E LLL
HIG +
PMN T TA 9,96 '
P TA = r 3 ..
" 0 LE v 56 '.- �1
F 1651
00:C iO.
LOW POINT ELEV = 5640 50.
.5W POINT STA = 4+38-38
PVl STA = 4+49 94
PVI `LEV ¢• 5639 00
A.J 8 2_
K == 18 25
150 00 VC
LLJ
F --
C'
CL
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5,625 00
-✓-00
1:,)('''':::8 C--) .• 4., V' V
I
1 . 1
6+00 8.. 7(1
RIO BRAVO ROAD CENTERLINE PROFILE LOT 9 AND LOT 11 ACCESS ROAD CENTERLINE PROFILE
DATUi ELtV
I
O '''1,r-;,' C"','4 ' x
+ 0`. 4+00
6+0v 6+00
12+00
4
•
0
E:ROVIDE BOND BREAKER
AT ALL FITTINGS.
BENDS & ELBOWS
DEAD END LINE
Si LL.
NOTE
WHERE REDUCER IS
USED, ROD BACK TO
TEE.
AREA
TEE
FOR FUTURE CONNECTION -�
ROD PLUG TO FITTING.
SEE TABLE
GATE VALVE
ALL THRUST BLOCKS 'SHALL
BE POURED AGAINST UNDISTURBED
SOIL. WHERE THIS, IS NOT POSSIBLE,
TIE ROD SHALL BE USED.
PLUGGED TEE FOR TYPICAL SECTION THRU
FUTURE CONNECTION _THRUST .BLOCK
MINIMUM THRUST BLOCK BEARING AREAS IN SQUARE FEET
� _ "7— ._. 45'
�_. --T—
':).
--
22.
---1 2 ' TEE GATE
BEND BEND) I BEND PLUG VALVES
NOTES
8.7 4.4 11 3
73
60 I j1 7.8 45
-I-
4
-- 2.4
40 [2 120 28 0.7
4" 2.0
.? 2 0 } 2 0
i
2.0
2.0
0.5
0.5
SOIL BEARING PRESSURE IS ASSUMED TO BE .3000 P S.F.
WHERE SOIL BEARING VARIES FROM ABOVE,
REQUIRED BLOCK AREA MAY BE MODIFIED AG'ORDINGLY,
IN NO CASE SHALL BEARINGS AREA BE LESS THAN
2.0 FT SQ. STANDARD TEST PRESSURE IS
CONSIDERED AT 200 P S !
CONCRETE STRENGTH TO BE 3.000 P S.I , 28 DAY
TEST. MINIMUM WEIGHT OF THRUST BLOCKS 5 -TALL. BE
1,000 LBS. iJ
THRUST BLOCKS FOR WATER MAIN
N.T.S.
EXTEND TO END
/ CUL-DE-SAC
T Lil rl(.K
PLAN
4/AN ZEE f_AF
--
r Av'E_
--- 12" F'IF'E &
")N4 AL _ER
--- AREA -
IN1 H (*IR ADE
COMPLETE BOX & ASSEMBLY
AR'.:-. H PATTERN WITH FOOT
P![/
,.;:,;PIPER
P «'F
Tw:., ' / 4"ct L)HL.
ra ,
E
'47.2,1 BEND NUN-..
METI',':. IN IILAT�_C?
ELEVATION
BLOWOFF DETAIL
N.
C URB
h.PORA PION
6' STEEL POST, 3' ABOVE
GROUND, PAINTED BLUE.
LOCATE NEW CURB BOX 12' ON STREET SIDE
OF PROPERTY LINE EXCEPT WHERE SIDEWALK
iS ON PROPERTY LINE, THEN LOCATE CURB
STOP 12" BEHIND BACK OF WALK
FINISH i -RACE ELEVATION ------
CURB ST()P ADJUSTABLE
B'DX AR'—H, PATTERN W /FOOTPIE CE
CDRPORATIC)N '5T)
Z
3.333i
LJ
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PROVIDE GOOSENECK FOR
EXPANSION Sc CONTRACTION
TYPE "K" COPPER ._.___.._
TUBING (CONTINU `.SUS)
1'
ALL BRASS STRAP
& SADDLE
- WATER MAIN
FL x FL
CURB STOP Sc COU4 NG
SERVICE LANE EX'ErION TO HOUSE
OR' EXTENSION ME iR & VAULT, METER
INSTALLATION T ION B Y ,_,flEES USE DIELFCTRi:
UNICSN iF r_;A/ ✓ANIZED ''' 7N PIPE.
47-"_ --- SET CURB :.:,;TOP ON M 3ONRY SUPPORT
\Wc, '\ <7: ,'?k; -\•/2'
WATER SERVICE CONNECTION DELL
N'
:14.) u'
(V
NOTES
1 IF WATER MAIN IS NOT LINDER ROAD `.,LJRFACE •
REPLAt�:E. TOP GNE F_(;(:)T CIF TRENCH WITH
TC'P OiI. AND RE. VE(.;E7A TE.
Tt )F' `7:01L (/'/
/*//.
//.
if/
rs4
TRENCH CROSS SECTION
N
SLOPE T R E N L H WALL' (-.O k
:)FE.TY PER .!.1Rk'EN :HA
& COSH RE OU1PE ME N
:',_ASS 6 A RE i,A 1E AI'r
T
t.)MFAC'N LEN`,;,, r.
35% STANDARD FR(.: r. )F
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