HomeMy WebLinkAbout07.0 Final Plans1
FINAL PLAN DOCUMENTS FOR THE
WHITECLOUD RIDGE SUBDIVISION
GARFIELD COUNTY, COLORADO
Barnes Property
I
JI
0
O
cr
0
0
J
U
La
3
WIND RIVER ROAD
Johns Property
WATER TANK EASEMENT
WHITECLOUD ROAD
5 I 4
HITECLO D DerEISUBDP
PROJECT LAYOUT
FENDER LANE
t -j
z
-J
0
i
EASEMENT FOR WATER LINE
TO WHITECLOUD RIDGE SUBDIVISION
Z --Levitt Familv Trust Parcel
SCALE: 1' = 300'
1
VICINITY MAP
SCALE r = 2000
SIEET INDEX
SHEET NUMBER
1. — CVER SHEET
2. Pp.T
3. PINT
4. GILDING, DRAINAGE AND ROAD PROFILE
5. CRFDING, DRAINAGE AND ROAD PROFILE
6. GRADING, DRAINAGE AND ROAD PROFILE
7. - -- MASER UTILITY PLAN
8. CHLDRINATION and PUMP CONTROL BUILDING
9. \MER TANK DETAILS
10. WT -.R LINE DETAIL SHEET
TITLE
OWNER:
T.OMAS W. LEVITT
_nLLY G. LEVITT
0. BOX 414740
KANSAECITY, MISSOURI 64141
316) 474-2244
ENGINEER:
h(9//rFRi/ h�i �.,:�
�C
II. -
HIGH COUNTRY ENGINEERING, INC.
CONSULTING ENGINEERS AND SURVEYORS
923 COOPER AVENUE
GLENWOOD SPRINGS, COLORADO 81601
(970) 945-8676
PLANNER:
THE LAND DESIGN PARTESHIP
918 COOPER AVENU.
GLENWOOD SPRINGS, COLORA) • 1601
(970) 945-2246
DUD RIDGE S
N&".E'E>
VICINITY MAD
AL =200
DATE OF 0JRVEY WAS FEBRUARY 1995
BA OF EJEAP!N6 10P rFl! `LRVE' I A BEARA0
OF N 04'54 00" - BErWELN THE SOUTHWEST
CORNER '.'F LD1 i ON L8. A LAVA STONE. IN PLACE
AND THE 'WEST QUARTER CORNER OF SECTION 28, A
LAVA STONE IN PLACE
THY., PROPLRY B!i:'_T TO RESER•iA"ICNS.
...JGENANT'.= AND EASEMENi'_ OF RECORD OR IN PLACE
• RE_BAR AND CAP. . N ; . 195'38
ANGLE ?DIN r DELINEATOR
ALL CONSTRUCT,ON _HALL BE CONS'STANT WITH THE `_,IANDARL
r- COLORADO STATE FORST SERv!`_ "WILDFIRE °Z Tci iN
GUIDEL ;NE S'
^;N
THE MINIMUM DEF ENS; BLE_ ` AC;F D _,TANC'r SHALL BE 30 FELT ON L =•VEL
TF,R. IIS P L'I) APPR JPPIATE M'ODIP i1"ATION '7 R[P3GNIZL DHL
IN RFA.,E RATE OF F 'RF FRFAD Al `LOPED S. ;EL THE METHODOLOGY
DE t I BF D IN F ERM I N I NC SAFETY ZONE DIMENSIONS", 'WI ! PF I RF
SAFETY ::A.I I DE i_ I Ni[S FOR RURAL HOMEOWNERS, COLORADO STATE
REST SER,,,IU, PAGE 13) SHALL BE USED TO Dt TEr"M!NE DE LN >IE L�
PACE KEUt REM N? S FOR THE REQ I RED DEFENSIBLE SPACE w I I I r;
BUILDING ENVELOPES IN AREAS EXE:EDNU FIVE 'S, PERCENT :N ::RADE
A._l. FENC!N: SHALL i:OMPIY WITH ,APPLICABLE_ D!; i0N OF W _Di. ITE
ENC; NG STANDARDS.
EACH LOT OWNER '.1-1ALL DE.JELOP A FIRE MANAGEMENT PLAN TO LSE
APPROVED B" THE CARBONDALE AND RURAL F RE PROTECTION D TRi
P!11;< TO l i1ILD!NG PERMIT APPLICATION. SAID FIRE MANAGEMENT
P LAN SHALL PROVIDE A MINIMUM THIRTY (30 FEET OF DEFENSIBLE
S:P'AE ON LEVEL EFRA I N, PLUS APPROPR :ATE MOD I ; O,AT I ON TD
RE':.iGNIZE THE INCREASED RATE OF FIRE SPREAD AT SLOPED TL.S.
THE METHODO',O':,'•' DESCRIBED IN "PROTECTION 7F LIFE AND Ek'JPI R 1 Y
FROM WILDLIFE, 199; EDIT;ON (NEPA) SHALL BE USED TO [ r rERMiNE
DEFENSIBLE SPACE REQUIREMENTS WITHIN BU11i'ING ENVELOPE: iN
AREAS EXCEEDING. F i E PERCENT GRADE. EXCEPT" THAT THE �i.OPE.
SETBACK SHA:.I_ BE F 0 (50) FEET FOR ALL LOTS
PRIOR TO I SUANCE CF A BUILDING PERMIT, THE OWNER OF EACH LOT SHAtL
PREPARE ANE SUBMIT A SOLS AND FOUNDATION REPORT AND AN INDIVIDUAL
0EWACE DISPOSAL SYSTEM 0 0.0 S.) DESIGN PREPAR=_D AND CERT I F : ED BY'
,ti PROFSIONAL ENL NEEP ALL IMPROVEMENT; SHALL F;E: CONSTRUCTED IN
ACC.3RDANCE WITH SUCH MEASURES, WH I'' H SHALL BE A CEN[. "TION OF THE.
BUILDING PERMIT
AC'0 SS TO THE LPPTT SOE.iDIVISION SHALL ONLY Y BE ALLOWED FROM HARMON''
LANE AND SHALL NOT BE ALLOWED FROM SUNSET LANE, SC, i_ONL. AS SUNSET
ANF: REMAIN'. A PR ,ATE ROAD.
I THE FLAT ANL) COVENANTS WILL PROVIDE THAT THERE WILL BE NO
RES ;BD I V I S I ON 05 THE LOTS.
ACCESSORY :;WELL INC UNITS SHALL ONLY BE ALLOWED "IN :.OTS 12 AND 1
AND LIVESTOCK(HALL ONLY BE ALLOWED ON _OT'_ 11, 12 AND 13.
THESE PROv .:,IONS AND LIMITATIONS SHALL BE S' A T F U W'. THIN THE
PROTECT ! VE COVENANT
4 ) ! NI.; I V I DUAL LAND OWNERS SHALL DIL VE LIIIP A TIRE MANAGEMENT PLAN, TO BE
APPROVED BY THE CARBONDALE AND RURAL F RE PROTECTION O'STRICT,
PF.;!OR TO BUILDING PERM!": APPLICATION
NOTICE: ACCORDING TO COiORADO LAW YOU MOST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DETECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YO&J FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEEU1 IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
NO
4
>_
1 1l
FINAL PLAT
T HITS CLOD I) RIDGF: SUBDIVISION
A PARCEL OF LAND SITUATED IN THE SW 1 /4 OF SECTION 28 AND
THE SE 1 4SE 1,x/4• OF SECTION 29, T.7 S., R.87 W., OF THE 6TH P.M.,
COUNTY OF GARFIIELD, STATH OF COLORADO
Aq;C
:242 5. 1
i
,'
248,7
272,88
t 4 4
..111144.560
49,31
4,z94
_a ' 840
5 " ?
4 0.Jr,
OS'
INCLE. FAMiL7
IAM,L:
;• 'MULE FAYiLY
AMILY
IE FAMIL
• N. E FAMILY
`•.iE FAMILY
THOLE FAMILY
INGL:- [AM
OINGLL FAMILY
I F AMILY
SIN(,I.L FAMiI Y
(?4.4"`,1 11±
SHEET 1 OF 2
' L.LRVEYOR' S JERT I F 1 CAT1
FRANK W. HARRINGTON, DO HEREBY STATE THAT 1 AM A REGISTERED LAND
SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT
TH; :.I; PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF THE WH I TECLOUD RIDGE
SUBDIVISION AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON THAT
SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME
ANC; UNDER MY SUPERVISION ANC CORRECTLY SHOWS THE LOCATION AND
DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS
THE SAME ARE STAKED UPON THE. GROUND IN COMPLIANCE WITH APPLICABLE
REGULATIONS GOVERNING THE SLBDIVISION OF LAND.
IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS DAY OF
A D. 19
FRANK W. HARRINGTON, L S. #19598
TCUNTY SURVEYOR'S CERTIFICATE
APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF
SURVEYS, CALCULATIONS AND DRAFTING PURSUANT TO C.R.S., 38-51-101 ET
LEEN.
GARFIELD COUNTY SURVEYOR
DATE
ATTORNEY'S CERTIFICATE
AN ATTORNEY LICENSED TO PRACTICE
LAW IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT ALL DEDICATIONS
TO THE PUBLIC, AS DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR OF
ANY LIENS, CLAIMS OR ENCUMBRANCES OF RECORD AND FURTHER THAT THIS
SUBDIVISION IS IN SUBSTANTIAL COMPLIANCE WITH THE GARFIELD COUNTY
SUBDIVISION REGULATIONS OF 1984.
DATE
BOARD OF COUNTY COMMISSIONERS CERTIFICATE
THIS PLAT, APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF
GARFIELD COUNTY, COLORADO THIS _._ DAY OF
FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY
AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN
HEREON; SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES
,.ARFIEI_i,' COUNTY FOR THE FINANCING OR CONSTRUCTING OF IMPROVEMENTS
ON LANDS, PUBLIC HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC
EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY
COMMISSIONERS AND FURTHER THAT SAID APPROVAL SHALL IN NO WAY
OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR
MAINTENANCE OF PUBLIC HIGHWAYS.
A.D
BOARD OF COUNTY COMMISSIONERS
OF GARFIELD COUNTY. COLORADO
BY:
CHAIRMAN
WITNESS MY HAND AND THE SEAL OF THE COUNTY OF GARFIELD.
ATTEST:
COUNTY CLERK
HIGH COUNTRY ENGINEERT\G, INC
CONSULTING ENGINEERS AND SURVEYORS
923 COOPER AVENUE
GLENWOOD SPRINGS, COLORADO 81601
(970) 945-8676
DEDICATION
KNOW ALL MEN BY THESE PRESENTS:
THAT THOMAS W. LEVITT AND MOLLY G. LEVITT ARE THE OWNERS OF
THAT REAL PROPERTY SITUATED IN THE COUNTY OF GARFIELD, STATE OF
COLORADO, SAID REAL PROPERTY BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
A PARCEL OF LAND SITUATED IN THE SW1/4 OF SECTION 28 AND THE
SE1/4SE1/4 OF SECTION 29 TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH
PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID
PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 28, A GARFIELD
COUNTY SURVEYOR BRASS CAP IN PLACE, THE TRUE POINT OF BEGINNING;
THENCE S 89'55'39" W ALONG THE SOUTHERLY LINE OF SAID SECTION 29
1324.02 FEET TO THE EAST SIXTEENTH CORNER OF SECTION 29 AND SECTION
32; THENCE N 03'37'21" E ALONG THE WESTERLY LINE OF THE SE1/4SE1/4
OF SAID SECTION 29 1376.58 FEET TO THE SOUTHEAST SIXTEENTH CORNER OF
SECTION 29; THENCE N 89'27'43" E ALONG THE NORTHERLY LINE OF SAID
SE1/4SE1/4 1355.71 FEET TO THE SOUTH SIXTEENTH CORNER OF SECTION 28
AND SECTION 29; THENCE N 04'53'43" E ALONG THE WESTERLY LINE OF
SAID SECTION 28 14.53 FEET TO A POINT IN AN EXISTING FENCE: THENCE
LEAVING SAID WESTERLY LINE THE FOLLOWING FIVE (5) COURSES ALONG
SAID EXISTING FENCE:
1 S 89'50'52" E 489.38 FEET
2. N 88'49'00" E 162.00 FEET
3. S 89'21'00" E 230.00 FEET
4. N 89'48'00" E 174.98 FEET
5. S 89'00'00" E 277.90 FEET; THENCE LEAVING SAID EXISTING
FENCE
ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 120.00
FEET AND A CENTRAL ANGLE OF 77'47'32" A DISTANCE OF 162.93 FEET
(CHORD BEARS S 42'41'34" W 150.70 FEET); THENCE S 81'35'20" W 281.45
FEET, THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS
OF 220.00 FEET AND A CENTRAL ANGLE OF 52'15'54" A DISTANCE OF 200.68
FEET (CHORD BEARS S 55'27'23" W 193.80 FEET); THENCE S 29'19'26" W
99.23 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A
RADIUS OF 280.00 FEET AND A CENTRAL ANGLE OF 17'47'49" A DISTANCE
OF 86.97 FEET (CHORD BEARS S 38'13'21" W 86.62 FEET); THENCE
S 36'43'42" E 100.68 FEET; THENCE ALONG THE ARC OF A CURVE TO THE
RIGHT HAVING A RADIUS OF 400.00 FEET AND A CENTRAL ANGLE OF
05'08'52" A DISTANCE OF 35.94 FEET (CHORD BEARS S 34'09'16" E 35.93
FEET); THENCE S 31'34'50" E 76.82 FEET; THENCE ALONG THE ARC OF A
CURVE TO THE LEFT HAVING A RADIUS OF 170.00 FEET AND A CENTRAL
ANGLE OF 68'26'41" A DISTANCE OF 203.08 FEET CHORD BEARS
S 65'48'11" E 191.22 FEET); THENCE N 79'58'28 E 155.83 FEET; THENCE
ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 500.00 FEET
AND A CENTRAL ANGLE OF 17'43'43" A DISTANCE OF 154.71 FEET (CHORD
BEARS N 71'06'37" E 154.09 FEET); THENCE N 62'14'46" £ 15.12 FEET TO
A POINT ON THE EASTERLY LINE OF SW1/4SW1/4 OF SECTION 28; THENCE
S 03'23'54" W ALONG SAID EASTERLY LINE 801.53 FEET TO THE WEST
SIXTEENTH CORNER OF SECTION 28 AND SECTION 33; THENCE
S 89'40'17" W ALONG THE SOUTHERLY LINE OF SAID SECTION 28 1371,75
FEET TO THE TRUE POINT OF BEGINNING; SAID PARCEL CONTAINING 79.451
ACRES, MORE OR LESS.
TOGETHER WITH AN ACCESS EASEMENT AS RECORDED IN THE OFFICE OF THE
CLERK AND RECORDER OF GARFIELD COUNTY, IN BOOK 962 AT PAGE 265.
TOGETHER WITH AN ACCESS EASEMENT AS RECORDED IN THE OFFICE OF THE
CLERK AND RECORDER OF GARFIELD COUNTY, IN BOOK 962 AT PAGE 280.
THAT SAID OWNER HAS CAUSED THE SAID REAL PROPERTY TO BE LAID OUT AND
SURVEYED AS WHITECLOUD RIDGE SUBDIVISION, A SUBDIVISION OF A PART OF
GARFIELD COUNTY, COLORADO.
THAT SAID OWNER DOES HEREBY DEDICATE AND SET APART ALL OF THE
STREETS AND ROADS AS PERPETUAL, NON-EXCLUSIVE ACCESS EASEMENTS AS
SHOWN ON THE ACCOMPANYING PLAT TO THE USE OF THE PUBLIC
FOREVER, AND HEREBY DEDICATE TO THE PUBLIC UTILITIES THOSE
PORTIONS OF SAID REAL PROPERTY WHICH ARE LABELED AS UTILITY
EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR THE
INSTALLATION AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE
FACILITIES, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, GAS LINES,
TELEPHONE LINES; TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND
BRUSH: WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR INSTALLATION
AND MAINTENANCE OF SUCH LINES. SUCH EASEMENTS AND RIGHTS SHALL BE
UTILIZED IN A REASONABLE AND PRUDENT MANNER.
THAT ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE
FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD
OWNER: THOMAS W. LEVITT
OWNER: MOLLY G. LEVITT
IN WITNESS HEREOF SAID OWNERS HAVE CAUSED THEIR NAMES TO BE HEREUNTO
SUBSCRIBED THIS DAY OF A.D., 19
STATE OF COLORADO
COUNTY OF GARFIELD
)ss
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS
DAY OF _ , A . D , 19_,___, , BY
MY COMMISSION EXPIRES:
WITNESS MY HAND AND SEAL
NOTARY PURL_ , C
CLERK AND RECORDER'S CERTIFICk'rE
THIS PLAT IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND
RECORDER OF GARFIELD COUNTY, COLORADO, AT _
M ON THE _ DAY OF O'CLOCK
19 AS RECEPTION NO.
CLERK AND RECORDER
BY:
DEPUTY
LEVPLAT.DWG 9/12/98 '95050.01
1
9 7'43" E
820'
\SE ' /16
EC 29
0
S 83 07 58: `N
30' DRAINA00l EASEMENT
'TC OPE STEEPER THAN 40%
THIS SIDE OF LINE
co
w
0
CO
0
FINAL PLAT
WIIITECLOUD _RIDGE SURDIVJSION
A PARC -11 OF LAND SITUATED IN THE SW 1 /4 OF SECTION 28 AND
THE SNC 1. /4S NC 1 /4 OF' SECTION 29, T.7 S., R.87 W., OF THE 6TH P M.,
COUNTY OF GARF'IELI), STATHC OF COLORADO
10
5.169 AC±
183.79
1-.4•.93
9
z 8.0.33 AC;±
Q,
66
37717:
0
e04
S 04'53'43"
14.53'
SHEET(2 OF 2
135.79' �j
'50'52"
REBAR & ALUM ----
CAP. FND
S1/16TH
SEC 29/?8
Tta
7
rn
1
OPEN SPACE &
DRAINAGE EASEMENT
o,
60.0'R
EL
S 86'22'24"W -
233 50'
.4
8
9.058 AC f
(51
w
1
60.
& 4.5,34+•
iV
1.3
t4 c
7
7.592 AC
4c;•
6
0
0
rs
(5'
0
L 0.3
T_
TECLOU D
5
5.838 AC±
4.541
BUILDING
ENVELOPE
C TYP. )
N 85'46'28-
-E4
5'46'28"H 13441
€.212 A'„
'1)
81,19 18"
102.
189.138
3.359
N 88'49'00" E
162.00'
•
w0,
f l
S 89'21'QQ"
2,10 00
6000' UTILITY, A'2 .E',S w
AND DRAINAGE
'328„w
cr
0
241.4
if)
0
0
0
'r)
L
38-2
S 89'55r39 W
' UR "E TABS E:
570,83'
'- Jf/v'E I
RACE ! l'3 j
L LN0 `H j
13..'9'
TANGENT
1 CHORD
1 BEARING
T DELTA
-
4
14f: ;?C
88.88'
150.08'
S 61'12'58" E
64'49'16"
140.OT - �
' 440' . ,,I51-
117.55'
62.49
114.13'
S 04'45'04" E
48'06 30"
130.88
70.66'
v 126. ' 7'
S 46'05' 07" W
N 69'28'56' W
53'33'52
75'18'04
14C 00'
184 00'
108.01'
17104'
- - 207.36"
126.26'
250.0
213.81-7
113.94'
63.39'
N 71'37'19" E
S 89.0J -7-5.-"-E
49 08
10'20 56
103.53T
87.27'
700 07-
126.4/
4
7 0 C OOT
193.22,----
97.23'
i 192.61'
S 86'19'05" E
15'48 55
00.00
132.1966.79'
132.40'
N 86'01'07" W
15'12 58
L;..
2"50.00'.
51 35'
25 77'
84.22'
51.26'
.1,,9.62
S 89'45'40" E
N 65'44'16" E
S 89'27'25" E
11'4"'4 "
37'14', "
09'32 16"
J50.011'
162,46'
_Lo.,
._7
700 00'
116.53'
58.40'
116.39`
:_08
700.00'
9.91'
4.96'
9.91'
S 84'16'57" E
00'48'40
NC1'I0'' ACCORDING -') CCLOPADO LAW ''O,J '"UST CC 4ENCE ANY LEGAL
ACTION BASED UPON AN) OEFECT iN THi`. SERVO'.' WITHIN THREE YEARS
AFTER YOU IWJ ):S,:OVER SUCH DECEF?. N NO EVENT MAY AN/ ACT:ON
BASED UPON AN'r C'{ FE'.T 1N THIS SURVE`. BE COMMENCED MORE THAN TEN
vEAR. EROW TIME ;)ATE OF CERTIFICATION SHOWN HEREON.
U 3 2CL_"
1324.02'
L 1 NE CHAT
EL1
N 86'22'24" E
7.42'
EL2
N 72'52'03" E
14.91'
Ir LL1
S 42'52'45" E
30.00
LL2
S 83'5-2-7-3-7" E
S 78'247-E
146.89'
44.58'
LL3
LL4
S 78'24'38" E
25.99'
LL5
S 86'22'24 W
28.39'
38
-- SW COR SEC 28
GARFIELD COUNTY
SURVEYOR BRASS CAP
HIGH COUNTRY ENGINE
�CRIN
G
356.61'
S 89'40'17" W
INC_
CONSULTING ENGINEERS AND SURVEYORS
923 COOPER AVENUE
GLENWOOD SPRINGS, COLORADO 81601
(970) 945,- 8676
60_00' U TIL! TYACCESS,,i
AND DRAINAGE
EASEMENT
6,264 AC_ -t:
f y8
09.
INE CHART
F
N 89'48'00" E
174.98
S sv35 20
A = 17'47'49"
R = 280.00'
T = 43.84'
L = 86.97'
CB = S 38'13'21" W
C=86.62'
281.45
= 521 5'54"
R = 220.00'
T = 107.93'
L = 200.68'
CB = S 55'27'23" W
C = 193.80'
= 05'08'52"
= 400.00'
T = 17.98'
L = 35.94'
CB = S 34'09'16" E
C = 35.93'
�--- S 31'34'50" E
76.82'
1889
0
j n
ILD1 NC ENVELOPE
14,
711 AC±
227 5,
--SLOPE ITEEPER THAN 40%
1.H i S S•DE 0- LINE
T i
L!NE
T1
:
DIRECTION
DISTANCE
N 29'20'06' E
90.F77
12
N 08'21x42" W
67.64'
T3
S 17'56x03" W
175.4(5T-
14
S 36'34334 W
137.81'
154.46'_
T5
N 09'18(-53" E
T6
N 16'32-`28 W
N 52'52(23" E.
87.81
60.04'
T7
T8
N 01'15r24" E
55 .-5
T9
S 69'09'35" W
N 80'13‘11" W
103.53T
87.27'
T10
T11
S 62'31(753" W
53.91'
T12
S 27'28'27" E
28.22'
T13
S 33'2806" E
29 57'
997.11'
0
0
N
s oo•oo'oc
5 76'
C/1
•
= 68'26'41"
R = 170.00'
T = 115.63'
L = 203.08'
CB = S 65'48'11" E
C = 191.22'
N 7955. a$3'., E
1;6 94
(T'p�5.567 AC±
0
6'17'21" E_ I
•o 0
1
/ BUILDING ENVELOPE
TYP t CAL
317 88'
100
29_
W 1/16TH
SEC 28/33
U)
ACCESS EASEMENT
AS RECORDED IN BOOK
962 AT PAGE 280 IN
THE OFFICE OF THE CLERK
AND RECORDER OF GARFIELD
COUNTY
\ SW 1/16
SEC 28
A = 7747'32"
R = 120.00'
T = 96.81'
L = 162.93'
CB = S 42'41'34" W
C = 150.70'
i
17'43'43"
R fr 500.00'
T = 77.98'
L = 154.71'
CB = N 71'06'37" E
C = 154.09'
8.1
cD
N 62'14' 46" E
15.12'
\REBAR & CAP
END
25.0'
(TYP.)
GRAPHIC SCALE
200
400
( 114 FEET )
1 inch = 100 ft
LEVPLAT.DWG 9/12/96 95060.01' ,
ti
g
+
r0
w
r
7030
EVCE: 7008 70
16'
\
\ iif\
_ \_ \\ )070 \
m +
R=250.00' A = 52'15'54 • \' \ \ \ \
�\: \ \
4041\
A.
\:\1=228.05' y' \ /_\ \
/1•
\ n\\
/
Nillib, 111 ..\
\ \�
\
\ 1\ \ \
\
\\
10011\\\ 7p2a\
\ \\\
• \ \\
04.41" y'
�, )' \i
0
•
•
•
150.00' VC
7020
IPVI STA - 15+65
PVI ELEV = 7013.95
7000
Oca
ss
16+00
BVCS: 14+90
4,0
s.
\0
go 4-4to
,_
5* 5
N N
N ow
U
m w >
100.00 VC
PV1 STA = 14+20
PV1 ELEV = 7014.82
SCALE: 1" - 50' HORIZONTAL
I" = 5' VERTICAL
4.N
n
Y,t
5o
15+00
00
h^
0
n
ID
CO
BVCE. 7016.62
•
PROPOSED GROUND PROFILE N.
EXISTING GROUND ENATION•PROPOSED GROUND ELEVATION
EVERY 50 FT. \ / iVERY 50 FT.
N r
o
I3-00
N ~
0
= 7811'26"
R=90.00'
L = 122.82'
0
100.00' VC
HIGH POINT ELEV - 7032 99
HIGH POINT STA - 8+82.55
PM STA u 6+98
PVI ELEV = 7033.61
ESE 703181
m
en
m
to
}
L INSTALL t8" CMP AT EX. SWALE
GRADE ROADSIDE DITCH TO CMP
160.00' vc
LOW POINT ELEV - 7028.79
LOW POINT STA - 6+13.04
PN STA - 6+00
PVI ELEV - 7027.95
120.00' VC
TA. 1+00 WHITECLOUD ROAD =
STA. 10+37.02 WINO RIVER ROAD
25'29'27" E
/ 25'- ! 13.14'
moi,,.,`
15L°T»
1.
----44frieg1171111Lit16.
/ \ INSTALL 18" CMP
HIGH POINT ELEV - 7032.38
HIGH POINT STA a 3+86 77
PVI STA - 4+25
PVI ELEV - 7032.67
SVCS: 3-1-65
N
•
GRA'EL SURFACE ROADWAY
R0A4WAY EASEMENT
9UILIING SETBACK
LOT JNE
100.Q` VC
50
GRAPHIC SCALE
25 50
100
200
PVI STA- 2+95
gi
PV1 ELEV- 7031.90
M
O
h
BVCS: 2+45
O
N
( IN FEET )
1 inch = 50 ft
PV1 STA - 1+63
PVI ELEV - 7024.24
EVCE. 7025 69
50.00' VC
BVCS: 1+38
BVCE: 7023.24
5
0.
PVI ELEV a 7022.24
1+00. MATCH TO
.44
N
EXISTING GROUND PROFILE
10+00
N r
h
0 0
Eir
0
000
9+00
WHTECLOUDROAD, CENTERLINE PROFILE
NOTE. STATIONING IN THIS PROFILE IS FROM RIGHT TO LEFT
N n
o"'
r 0
8+00
$
06
r 0
CO
T
Pi O N
0
7+00
c,4 N N
00
M
m
N N
00
6+00
kn
Mfg
ao
5+00
"1
r
O M
4+00
Y a
0
O 0 O
2+00
-7 00
7020
7010
7000
2
0
U)
w
cc
w
1-
Q
0
vi
w
0
cc
0
N
al
0
0
w
J
w
L
PROJECT NO.
95060.01
SHEET 4
OF 10
VO. DATE REVISION LBY II
,, r �r\ \ c
Ib11
6940',y
69
a = 60'33142" i /
' ` 9� R = 100.00' /
/7 LOT / \
m- \ \ 1 " L =105.70, 69h° //
��Q 96A7-' ,: m Z -1 1.] 6107. /I `
c4..
`fi N --- // n /' i / / ~
v `� �/ai /1 96° / 1
L��3 /
/
pc /- `%`
y o /
e►\�
/ / e4'96)
) + / 1068 %? ` A
15.48'55"a^J
/ �f
- � 29+ i - R ^ z
•
ry / B
::
tilaittAMOMMOrallall
` illaillar` p „- 1700.00
1 / /
/ • ��
-._ .
is - •
1.?
_
--- -. ..
-` - _. _- - — —
r /
r - .«_._.-��_... _._
-. pais-
V
.�"�S•i .;4�� �_` - _ ter=_ y^'
___.._tiPP
--`_- /
/ 250.00' f /'
q x
JtL
v -- 4 .OULOER
;
- _
r �,
- ��f�T.2
4+�7
-CO
�
ROADSIDE / /
- '' - - � � �23+00-
w Allill
r ^
~ b
SAC DITCH
�.
c - - •f
0 --____ 1 rn
_� �-
/ /
n 1g 12.58.. N� _��1
WM
.----
c 22+00
/
/12::
`
2,,, -
/ - y
�
^ � � � �
/
�
�_� ♦ ��
-
•� 46.:
746.
/ -
LOT 7
y
• O !`�/J
`
II
/ / - ----' z
///
-�
"0____--
STREET
` /_
/ ' J , oma+
/ i o +
LST l "c7,2;/
-�' S70P" &rOk
-----
• 10'20'56,~ iv n �- '� INSTALL 18"STREET NAME..
- CMP
/ / 6 i
/ i
J
700.00 n 2, a
= 126.44' 2 A o _ - -7-\
12 f L DRi 1�q
z w t ONLY. LOT�j SERVE
_ -I SEit p
SND
FROM wHt
ELOUR 1 a 2 i
OAn
I
GRAPHIC SCALE
GRAV£l SURFACE ROADWAY +
b
Tr
I 54 0 25 So 100 200
o
IL
— — — — ROADWAY EASEMENT
n
W
BUILDING SETBACK
W
i
la
1 ^0�r� FEET
' IN )0)
DR. HMS
(0
FILE LEVRD
LOT LINE
I001D 1 inch = 50 i1..
IliVIW
Q
La
0
U
CSV
d
5+00
6990
F980
PVI STA •• 22+78
PM ELEv = 6964 04
100.00' vC
I
2000
609')
6980
..›...%----.,
HALM COUNTRY EN3liEffiNG. AVC.
iti-- 923 COOPER AVENUE
CYFMMOOD SPRINGS. CO 81801
PM(970) 945-8676 FX(970) 945-2555
YYY"'111
N
W
m
N
NQ
N
V
a ?
CD
A
.y
s
x
�
03
6 960
6950
L
W
6g•
+
N
6
I1
'^
55
�'S 201
EXISTING GROUND PROFILE�1
695C
PROPOSED GROUND PROFILE
•
m
„NF EXISTING GROUND PROFILE 6950
0 PROPOSED GROUND PROFILE
>
w
5
a
'.
6940
THOMAS W. LEVITT Sc MOLLY G. LEViTT
GARFIELD COUNTY, COLORADO
WHITECLOUD RIDGE SUBDIVISION
WHITECLOUD ROAD PLAN and PROFILE
STA. 16+00 TO STA. 30+00
I' 50' HORIZONTAL WH4TECLOUD ROAD, CENTERLINE PROFILE
1
SCALE:
I" = 5' VERTICAL NOTE STATIONING IN TH15 PROFILE 15 FRDM RIGHT TO LEFT
EXISTING GROUND ELEVATION /PROPOSED GROUND ELEVATION
EVERY 50 FT. 1 / EVERY 50 FL
I
Np "�ppr
Cp(JIOMn OM N 0Q -Q 7g O � �e Tnpp NI Pb DO n2 o Nb �N �p Np VO
J�ul
PROJECT NO.
95060.01 1
• <4to 0nW Q EoNpp
mg; NIS ��•
O Vf' co pW LI; f*P �' n S.:
1 CP�gm
O
ti9300300
OYI'-oo
O'nM._O
vN P .��
OIlD DomoN6p OO
<"; C;*OIP0T�
pIpP OY P D �o Da o D m D o �Ww *0 D D m at
p�NObO� m hS
OI bP ID DI io P p_ (P ID
29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 6930kol)
I
SHEET 5^N
OF t
r
1
J
l
r POND OVERFLOW CHANNEL
/ SEE DETAIL NIS SHEET
`/
I .LIN 69256 CMP 0 2X
INV. OUT 6924.4
J
SQL
/
/
/
/
7
I
_
N 72'5203' E I
i 14.91'
2' SHOULDER \Rt% 4??.219
14
as.01'
\ L = Tor
1
50 OF. 18" CMP TO DIVERT ROADSIDE
5
CH\INTO INSIDE CUL -OE -SAC DITCH
DETEPONDNTION POND VOLUME
5063 CUB:a FEET
BOTTOM EL = 6921.8
LOT 9
l
61 1
---
0 60133'42'
10)
0.00'
10570'
1
5
/
/
/
i
/
/
6960
6940
6930
6920
/
r
R <3M!
L > 406.8
/
/
se /
0 /
/
Imo^►.--" ��■� , _ i _. � ` \
isu �A��114111489/11
GRAVEL SURFACE ROADWAY
— ROADWAY EASEMENT
- -- - -- - - - BUILDING SETBACI(
LOT LINE
SCALE. I' = 50' HORIZONTAL
1' = 5' VERTICAL
/
/
/
/
/
50 L.F. 18" CMP
/ O INSIDE CUL
AC DITROADSIDE
DITCH INTO / ULpE-SITCN
-PROPOSED GROUND PROFILE
EXISTING GROUND PROFILEf
EXISTING GROUND PROFILE
PROPOSED GROUND PROFILE
EXISTING GROUND ELEVATOR /EVERY
GROUND ELEVATION
EVERY 50 FT. /EVERY 50 FT.
38+00
01 al
010
bb
lagLi
b
7
/
7 /
200.00' VG
LOW POINT ELEV - 6929.19
LOW POINT STA - 33+08.74
PVI STA - 33+16
PN ELEV - 6927.48
4 - 1512'58
R 500.00'
L = 132.79
6960
6940
r __
0
EU1-
0
1-
U
n4 nnrR mryg °'
p '4P to bb
(015/ 'amu R
35+00 34+00 33+00
ViHiTECLE
NOTE STATIONING IN THIS PROFILE IS FROM RIGHT TO LEFT
NP
•n
np
32+00
60
e.
m^
J i00
1
6920
0
GRAPHIC SCALE
0 25 50
100
( IN FEET)
1 inch = 50 n.
8" NOMINAL RIPRAP
/ 20
OVERFLOW CHANNEL SECTION
N.T.S.
2'
SHOULDER
11'
26'
11'
2'
SHOULDER
NOTE:
STRIP TOPSOIL TO GRUB UNE. SCARIFY AND
RECCMPACT SUBGRADE TO A MINIMUM DEPTH
OF 8" TO 95% PROCTOR DENSITY
4" (LASS 6 AGGREGATE BASE
COURSE COMPACTED TO 95%
STAIDARD PROCTOR
10" .LASS 3 AGGREGATE BASE
COURSE COMPACTED TO 95%
STAIDARD PROCTOR
TYPICAL RURAL ACCESS ROAD SECTION
N T.'_
to
0
0
0
V
Cr)
N
01
0)
4
0
0
0
5
-J
L
LL
PROJECT NO.
95060.01
10s
- 12'
I/4' FCL METHYLENE
SHIN--OrF ANL
1.4 LAY
TYP
r--4 , is'Af:- TO PRE:.
ANL PRE`:'2URk '.)WI r. H
WrA.TE4 METER
KEN C,.•
HOE: PIS.
LiOU'D CHLORAL
OLU PON Pi-.JMF
-',jl..`ATRCN SE -RIE':;
1 gpci MAX
,) s, M A X
C.HLORINATICN
UL)IN';., 50
';Qi LT1CN 1 ANK,
PUMP XER
PRC ODE WIIIC}DE::N S; _,-
SUP I-- >R' F :R (11.11...011NE
Li...ELTRiC WALL HEATER
`IN L!ED+CATED BREAKER
NL MA EN(...LOSURL CON?AININ(,
F':! 'i' MT1T(R CONTROLS, PRFS`•URE
—WH" ?I Pyr ;'.URE C,AGE.. TIME DELAYS. EIC
PRE '-,NLIBBER INSTALLED W/MERC'OID
•:WIT.:!-'
T 1 f ��i-Y I_LNL• Fi'OE
f,, 6,C.;... Ards•,
z "4 1.'1! ;.F '2
11 E::2k FILL -'4 , ANl':.
CHLORINATION AND CO
-''_. ! P1' N
IN;TAi.t 1J `"-'
N��tE `' ;RTS; FOR , ,tiiNr,
AND vAL'AS AS NECESSARY
\TRDL BUIL-_ INC
BREAKER
PANEL_
PORCELAIN BASE
'.:HT FIXTURE
" MIN. x 6 — 8' SOLID
ORE DOOR WITH LOCK
METAL [)RIF EDGE ---�
3 /4" CEDAR FAF.,CIA STAIN ----'
TO MATCH SIDING (TYP
2" PLYWOOD SOFFIT --_/
SHEATHING TYP.
AD PLYWOOD WITH
EXT. CLUE
2'x 4 +, 16' 0 C _-
..',1/2"BATT
'INSULATION
T1-11 SIDING OR EQUAL
'1.
2.-4' --
10'_ x"
1/8" PER FT
4.
1
1
ELECTRICAL EQUIPMENT FOR PUMPS
(ALL ELECTRICAL IS SINGLE—PHASE)
NO.
ITEM DESCRIPTION RATING REQD.
PUMP CONTROL PANEL (PCP) 220 V 2
MAGNETIC STARTER, NEMA 1,
SINGLE RH., 2 POLE, 1 BI—METAL
OVERLOAD, WITH H -0—A SWITCH
AND PILOT LIGHT, 5 HP RATING
2 FRANKLIN MOTOR CONTROL BOX 220 V
(Capacitor Start)
MERCOID PRESSURE SWITCH 110 V 2
DA -316, 5 TO 100 PSI
W/TIME DELAY ON MAKE
4. HOUR METER, FLANGE MOUNT 110 V 2
PUSH—BUTTON RESET
5 CIRCUIT BREAKER LOAD CENTER
(MAIN PANEL), 8 BREAKER
SPACES, STD. MAIN BREAKER,
100A NEMA I W/CIRCUIT BREAKERS
10 MATCH EQUIPMENT
220 V
ELECTRICAL CONSTRUCTION NOTES
1. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING ELECTRICAL
INFORMATION
2. ALL INTERIOR ELECTRICAL CIRCUITS TO BE RUN ON OUTSIDE OF WALL
IN CONDUIT.
3 ALL INSTALLATION AND MATERIALS SHALL COMPLY WITH THE
NATIONAL ELECTRIC CODE, GARFIELD COUNTY REQUIREMENTS ANC
THE SPECIFICATIONS,
4 IF A WIRE SIZE IS NOT SPECIFIED, THE CONTRACTOR SHALL PROVIDE
THE WIRE SIZE AND MATERIAL REQUIRED B'Y THE NATIONAL ELECTRIC
CODE.
5 ALL UNDERGROUND CABLE SHALL BE PLACED IN CONDUIT OR SHALL
BE PLACED AT DEPTH REQUIRED BY THE NATIONAL ELECTRIC CODE
AND EMBEDDED IN SAND (3 INCHES MINIMUM THICKNESS AROUND
CABLE). CABLES MAY BE LAID IN THE SAME TRENCH SIDE BY SIDE.
6 PUMP IS CONTROLLED BY A PRESSURE SWITCH IN THE CONTROL
BUILDING.
THE WELL PUMP WILL HAVE THE FOLLOWING INDICATING EQUIPMENT:
A PILOT LIGHT ON THE PUMP CONTROL PANEL.
AN HOURMETER ON THE PUMP CONTROL PANEL.
.4
24'x 14'
CONCRETE
SLAB
0 Oa 065
/ '/
4" AGGREGATE BASE. —
PROPOSED WELL --
1
'o
METER SOCKET
PUMP STOP
PUMP START
._OW WATER LEVEL
ALARM
ro (FILETS
TO CHLORINE PUMP
`._
RATER
(5
PRESSURE
SWATCHES
RE•_AYS &
TIME DELAYS
AS REQ'S
(a i
lALARU
MAGNETIC STARTER
/I
UTILITY BUILDING —/
SUBMERSIBLE
PUMP MOTOR
0
WELL #1
/j
Z
CAPACITOR START'
CONTROL BOX (2)
SCHEMATIC FOR ELECTRICAL CONTROL SYSTEM
NTS
NOTE. CONTRACTOR SHALL SUBMIT CONTROL SCHEME TO ENGINEER FOR APPROVAL.
ROOF CONSTRUCTION INSIDE TO OUTSIDE
1. 1/2" A.D. PLYWOOD WITH EXT GLUE
2. 2"x 6" AT 24" O C
3. 6" BATT INSULATION (R-19)
4. 5/8" ROOF SHEATHING CDX
5. 15 LB ROOF FELT
6 WOODEN SHAKES
— PROVIDE MEANS TO ALLOW
ROOF REMOVAL. OR ACCESS
HATCH WHEN NECESSARY
TO SERVICE WELL
6"x 6" W 1.4/W 1.4 WWF
1
1'0"— -- 0"----,
N I 1
%/ / \\/ \ �/ / \
F'LOORDRAIN
TOQOR
DPYWELL
NOTE: OWNER MAY APPROVE OTHER TYPES
OF BUILDING CONSTRUCTION.
1/8" PR FT
-- MONOLITHIC SLAB
3000 PSI CONCRETE
CHLORINATION & CONTROL BUILDING
SECTION
SCALE: 1 " = 1 '
DOOR HEADER
1' 0"
1
i
1
m
ti
1
4'-0"
— 1/2" x 10" ANCHOR
BOLTS 12" FROM
CORNERS/36"0.C.
\ \ Y\\\/ /
1' 0"
2." SAND AS PER SPECIFICATIONS
C OMP AC,TED ::LA`;S 3 GRAVEL
PER SPECIFICATIONS '/
UMP TED `. 1.:B 4 ADE
PER ':;PFC!PC:ATiI:N'..
EQUIPMENT &
MATERIAL SCHEDULE
(1) 6" MAIN SERVICE SUPPLY TANK CONNECTION
-) 6" OVERFLOW PIPE W/24" FUNNEL *OR
L3) 6" TANK DRAIN CONNECTION
(i 24" DIAMETER SHELL MANHOLE
(-5) 6" M.J. GATE VALVE AND VALVE BOX
6" RUN x 6" BRANCH M.J. TEE
0 6" M.J. 90' BEND
/I 6" CLASS 50 DIP
\8 (M.J. WHERE JOINTS ARE REQUIRED)
( ACCESS HATCH
0 HANDRAIL AND SAFETY CAGE
?? LADDER AND GRATED PLATFORM
• 4" FILL PIPE FROM PUMP HOUSE
13 4" M.J GATE VALVE AND VALVE BOX
CONNECTION TO TOWN WATER 'SYSTEM
'1`,..GQNNECT 4 D.i.P. FROM INK TO
\---573) ? 2\ 2" POLYBUTYLENE PIPE FR'ta PUMP
HOUSE
PLAN VIEW OF 120,000 GALLON TANK
N T
DRAIN T') DAT!.
NOTE:
1 SAND SHALL BE LEVEL WITHIN ± 11/8 I<: ;H '4 ANY
10 FEET OF CIRCUMFERENCE AND WITHIN ' . INCH IN
THE TOTAL CIRCUMFERENCE.
2 TANK FROM FOUND ZION UP SHALL Er Fi' TANK
CONTRACTOR.
3 TANK FOUNDATION .AND PIPING SHALL P1 PROJECT
PIPELINE AND EARTHWORK CONTRACT01.11
TANK 8')TTCM
$
'3'
-
TANK BOT TOM
3.0'
ELEVATION OF 1 20, 000 GALLON TANK
N.T.'>.
NOTE:: COLOR OF TANK TO BE DARK /11,REY
TANK OUTSIDE WALL.
--- ALLOW 1' LXPANSION GAP
fsFWEEN PPEIENDS INSIDE
rwi 1 4 GT( FEIN
.1
1
THR'•JST BLOCK
MATERIAL SCHEDULE FOR
TANK/PIPE CONNECTION
jITTTING J CONNEC110N SIZE
A
L -J
L.F.5 5" O.D STEEL PIPE
C.432 WALL.
STYLE DRESSER COUPLING
� c.0.' x 6.0'
1-71
L_J
SDI
6" DLP.
E" M j. — P.E. 90' BEND
1 €" MJ. DIP
TYPICAL TANK/PIPE CONNECTION
N T
2" OF SAND
AS PER SPEC.
\— 12" COMPACTED CLASS 3 GRAVEL
AS PER SPEC.
WHERE REDUCER IS
USED, ROD BACK TO
TEE.
_ T
L— PROVIDE BOND BREAKER
AT ALL FITTING':.)
BENDS & ELBOWS
DEAD END LINE
4 i.;
AREA
TEE
FOR FUTURE CONNECTION
ROD PLUG TC FITTING.
SEE TABLE
AREA
GATE VI►LVE
ALL THRUST BLOCKS SHALL
BE POURED AGAINST UNDISTURBEDSOIL. WHERE THIS IS NOT POSSIEIE.
\ TIE ROD SHALL BE USED.
PLUGGED TEE FOR TYPICAL SECTION THRU
FUTURE CONNECTION THRUST BLOCJ<
THR'..:ST BLOCK BEARING AREAS IN SQUARE FEET
8ENL BEND rLEE_ VALVES
NOTES
4 4 -11
39 [ ' 6 01f_
22 2 .1_ 2.8
_:0 1 t -C I '-0
"-z2..--- CONCRETE STRENGTH TO BE 3,000 P.S.i-, 28 DAY
--H TE;' MINIMUM WEIG rT OF THRUST BLOCKS SHALL BE.
1.000 LBS.
4 ---
SOIL BEARING PRESSURE IS ASSUMED TO BE 3000 P S.F
NMFRF SOIL REARING VARIES FROM ABOVE,
REQUIRED BLOCK AREA MAY BE MODIFIED ACCORDINGLY,
!N NO CASE SHALL BEARINGS AREA BE LESS THAN
2 0 FT Q. TANDARD TEST PRESSURE IS
CONSIDERED AT 200 P S.I
THRUST BLOCKS FOR WATER MAIN
NOTES:
1. USE CONCRETE THRUST BLOCKS & ANCHOR
BLOCK FOR PLASTIC PIPE, (NO TIE RODS).
2. FOR CAST IRON PIPE USE EITHER TIE RODS
OR CONCRETE BLOCKS.
3. ANCHOR BLOCK WEIGHTS AND TIE ROO
SIZE & LENGTH BASED ON 200 PSI
PRESSURE & 4-1/2 FT. OF COVER.
WHERE WORKING PRESSURE EXCEEDS
ABOVE, ANCHORS TO BE SPECIAL
CONSTRUCTION.
4 MEGA -LUG MAY BE USED PER MANUFACTURERS
REQUIREMENTS IN PLACE OF TIE
RODS UPON APPROVAL OF ENGINEER.
45' BEND
TIE RODS WHERE
APPUES.
(•L
TE DOWN RODS
MIN 2-#6
THRUST BLOCK
(SEE CHART FOR
BEARING AREAS)
CLEARANCE —
AT HUB
I
A
PIPE
MIN WEIGHT OF ANCHOR BLOCK
SIZE
90' BEND
45' BEND
22 i' BEND
2"
150#
150#
150#
3"
900
450#
150#
4"
1590#
900#
2360#
450#
680#
6"
6040#
8'
12,280#
5740#
1960#
NOTE: WEIGHT OF CONCRETE EQUALS
150#/CU. FT.
MIN. 2-#6 REBARS
ASPHALT COATED
STRAPS
T1E RODS WHERE APPUES.
MIN. 2 REVD *
ONE PIPE LENGTH (MIN. )
ANCHOR BLOCK (THRUST
UPWARD SEE TABLE FOR
SIZE) EXTEND BLOCK INTO
SIDES OF TRENCH.
TIE RODS
SIZE
BEND
DOD
MIN.PIPE
LENGTH
OF ROD
4"
90'
3/4"
22'
45'
3/4"
7'
22 i'
3/4"
2'
6"
90'
3/4"
35'
45'
3/4"
10'
22 i'
3/4"
3'
8"
90'
1"
48'
45'
3/4"
14'
22 3'
3/4"
4'
12"
90'
11/4"
78'
45'
3/4"
22'
22 3'
3/4"
6'
ACTUAL LENGTH OF ROD TO BE SUCH
.THAT STRAP CAN BE PLACED BEYOND
FIRST COLLAR OR HUB AT OR BEYOND
THE MINIMUM LENGTH SHOWN
VERTICAL BEND ANCHOR DETAIL
N T. 5.
IE �i L; MF -FR.
F F '
Aryl
LO
ilH
a . :�1 Y MAIN `C t,yL:kA.N 1 i- A:. L Bt:
'ARNE00 0 MEC FAN'CAL sj0IN _
HYDRANT,i;. -0 bE 201
v�;tVL & FITTING,),.
'FOLYTHYE'`t WRAP (WHEN REQUIRED} JHA
? _,SEMBL FROM. HYDRANT E.A+;F TO WA TE. MAN
4-A HYTIH N LEAD PIPING LC 80
RECL..t... TOP7A
,%A.LVE. SCX '
BELOW FINISH GRAE0=
ADJUSTABLE vALVE BOX
AUXILIARY >ATE VAL vf..
NORMALLY OPEN)
x IN.: ATE VALVE
GKL',,N
MATERIAL.
:trt. HYC;RAN'I UN r 24,
"it: RE TE :;R ,TONE SLAB
nO !0L I 'K- 3/4"o
—
Pw_;�,,�_c A MINIMUM (3J._
?IE RJDS ASPHALT COATED
–3
M.i X MJ X FLANGED TEE
5E1 VALVE ON 8"x 8'x 16"
C,NC.RETE OR 5'ONE. ` LA6
FIRE HYDRANT ASSEMBLY_
INSTALLATION DETAIL
N.T._.
i
' TFEL 000T, AL ,vE
_ROUND PAINT[ F3:_UE
0( -ATE NNW ,,RI -•[ ;7' ')N STREET OLE
OF PROPERTY ;'NE . X F' ` WHERE StDrANALK.
I1 ON PROPERTY LINE THEN LOC ATE CURB
,TOP SEKtt4t:t BAt K C WALK
I'NjH ',F ACF TV.-T':'N --
613 STC' AC Ju'tts TABLE.
x ".RCC PA ' -t RN W;.O3(7 PiE. [.
aI
-- — C ORP':;R A TION STOP
PROVIDE C4G0SENECK FOR
tEXFANS;ON & CDNTRACTION
YF'F "K COPPER --------
TUBING (LON DNUOUS)
-- ALL BRASS 5 FR -.P
& SADDLE
'WATER MAiN
r
x Fl_
CURB STOP & COUPLiN
r— SERVICE LINE EXTENSION TO HOUSE
/ OR EXTENSION METER & VAULT, METER
INSTALLATION BY OTHERS. USE DIELECTRIC
UNION IF GALVANIZED IRON PIPE
SET CURE? STOP ON MASONRY SUPPORT
ALIER ,_SERVICE CONNECTION DETAIL
N.T S.
WORD "WATER" -----
ON COVER
PROVIDE 5'-0" STEM
IF CALLED FOR IN THE
SPECIFICATIONS
ADJUSTABLE C.; VALVE
BOX 5" BARREL
2.. COMPRESSION --- --�
MATERIAL TO PREVENT
ROADWAY SHOCK FROM
BEING TRANSMITTED TO VALVE
SEE THRUST
BLOCK DETAIL
NOTES.
RECESS TOP OF VALVE BOX
1/8" TO 1/4" BELOW FINISH
GRADE
COVER SAME AS MAN
- GATE VALVE
CLASS 250
MAIN LINE GATE VALVES TO
HAVE JOINTS SAME AS WATER
MAIN OR AS SPECIFIED FOR
MAIN LINE FITTINGS.
GATE VALVE DETAIL
N.T.S.
PAVEMENT REPLACEMENT SHALL MEET EXISTING
THICKNESSES AND KIND WITH THE FOLLOWING MINIMUMS:
ASPHALT SURFACING ' 3" MIN.,
AGGREGATE BASE COURSE = 15" MIN.
2 IF WATER MAIN IS NOT UNDER ROAD SURFACE,
REPLACE TOP ONE FOOT OF TRENCH WITH
TOPSOIL AND REVEGETATE.
VARES
12" (TYP.)
EXISTING ASPHALT TO
BE SAWCUT (TYP.)
- DEPTH OF ASPHALT &
BASE COURSE COMBINED
IS 18"
Bc + 18"
SLOPE TRENCH WALLS FOR
SAFETY PER CURRENT OSHA
& COSH REQUIREMENTS
SELECT MATERIAL COMPACTED
TO 95% IF LOCATED IN ROADWAY
EASEMENT. COMPACTED TO 90%
IF LOCATED IN OTHER EASEMENTS,
LOTS OR SPACES, CLASS 6 AGGRE-
GATE BASE COURSE WILL BE REQ'D
IF THE ENGINEER DETERMINES THAT
THERE IS NO SUITABLE SELECT
MATERIAL ON- SITE.
TRENCH SUB -GRADE
MUST BE COMPACTED TO
95% STANDARD PROCTOR.
TRENCH CROSS SECTION
N.T.S.
GENERAL WATER AND UTILETY NOTES
1, THE LOCATIONS OF UNDERGROUND UTILITIES HAVE
ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS,
PROVIDED BY UTILITY COMPANIES, AND ACTUAL F
SOME INSTANCES. THESE UTILITIES, AS SHOWN,
ACTUAL FIELD CONDITIONS. IT IS THE RESPONSI
CONTRACTOR TO CONTACT ALL UTILITY COMPANIES
OF UTILITIES PRIOR TO CONSTRUCTION.
BEEN PLOTTED BASED
OTHER INFORMATION
IELD LOCATIONS IN
MAY NOT REPRESENT
BILITY OF THE
FOR FIELD LOCATION
2 ALL WATER MAINS AND SERVICES SHALL BE INSTALLED WITH A 5'6"
MINIMUM DEPTH OF COVER. IF GRADE CONFLICTS OCCUR WITH
EXISTING UTILITIES, THE PROPOSED WATER MAIN GRADE CAN BE
VARIED PROVIDED THAT THE 5'6" MINIMUM DEPTH OF COVER I5
MAINTAINED.
3 UNLESS NOTED OR DIRECTED BY THE ENGINEER, ALL EXISTING WATER
SERVICES SHALL BE REPLACED WITH A 3/4" SERVICE FROM THE NEW
MAIN THROUGH AND INCLUDING A NEW CURB STOP AND BOX LOCATED AT
APPROXIMATELY THE SAME LOCATION AS THE EXISTING BOX, OR ON
PROPERTY LINE. IF EXISTING SERVICES HAVE NEW FITTINGS OR NEW
COPPER SERVICE LINES, THE CONTRACTOR MAY BE DIRECTED TO USE
THE EXISTING SERVICE MATERIALS AND BE CREDITED THE AMOUNT OF
NEW FITTINGS NOT USED. ALSO SEE NOTE NUMBER 4 BELOW.
4 EXISTING WATER LINES, VALVE SIZES AND SERVICES ARE SHOWN AS
THEY ARE BELIEVED TO EXIST. IF NO SERVICE VALVE IS
ENCOUNTERED WITHIN THE RIGHT-OF-WAY, (OR ON THE STREET SIDE OF
ANY RETAINING WALL ENCOUNTERED), THE CONTRACTOR SHALL INSTALL
THE NEW SERVICE AND SERVICE VALVE WHERE DIRECTED BY THE
ENGINEER.
5 ALL MAIN LINE AND HYDRANT VALVE. BOXES SHALL. BE BROUGHT TO 1/4"
BELOW FINISHED GRADE ELEVATIONS.
6 ALL UTILITIES. BOTH UNDERGROUND OR OVERHEAD, SHALL BE
MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE
CONSTRUCTION PERIOD, EXCEPT AS NOTED OTHERWISE. THE
CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES
TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION,
CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE
AREA WITHIN THE STREET RIGHT-OF-WAY. CONTRACTOR SHALL NOT
OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESS CONSENT OF
THE LAND OWNER.
8 ANY DAMAGE TO PRIVATF PROPERTY gy THE CONTRACTOR OUTSIDE THESE
LIMITS WITHOUT THE PERMISSION OF THE LAND OWNER WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
w
0
00
W
G
cr
Q
0)
0
I'
w
J
J
PROJECT NO.
95060.01
SHEET 10
OF 10