HomeMy WebLinkAbout10.0 Preliminary Plansq1Y
i..wwwwMA 1011.. .
ewwwp.M11M mmorelY. immtmovniM Nomleee�
WwMNMM111MW1w
IIM �rMMNr�r
1 W 1011Mw�wIg11MM NNI=NIIQ=MMwMwNINwIM
w.wwwrwruw NrrwrwwwwNNwMer.0...ww
PRELIMINARY PLAN DOCUMENTS FOR THE
LEVI -1-1- BD1VISION
GARFIELD COUNTY, COLORADO
1
r -----
a1.•
vvr,s7====.ER: _
0
,. , L, .. v1.. �- ,�..� \� ' . I.) a r . F N 1 I [...E ^. Tt'ST
_.
P 0 130X 414 /°40
K A. N::-....1,,,. V F 'ITN: \1ft01R1 (. 4 1 /1 1
(816) 474 , ',...).,
1601,11111111.11111111.1.....1.0.1
PROJECT LAYOUT
e.w1wN1�1►
SITE -
SHEET NUMBER
3S3
.r+a «.r.r.eAe11..►.«
S ..
ash #4cita
).irrt
)0 ),.../cf-
zpo
o�
atP
c2
rt.
VICINITY VAP
f'. ; ` `-
SHEET INDEX
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
TITLE
1
ALF '00
COVER SHEET
PLAT
PLAT
GRADING, DRAINAGE AND ROAD PROFILE
GRADING, DRAINAGE AND ROAD PROFILE
- GRADING, DRAINAGE AND ROAD PROFILE
MASTER UTILITY PLAN
CHLORINATION and PUMP CONTROL BUILDING
WATER TANK DETAILS
WATER DETAIL SHEET
,ULTING ENG1NEER1 AND �l'RVFYOR
923 COOPER AVENUF
,F;h4V'OOD SPRINGS COLORADO 81601
(970) J45-8676
PLANNER:
THE LAND DF;t.IGN PAR'I''vER.'I{II'
918 COOPER AVENUE
GLENWOOD fRJN(J COLONAD() 81601
0
E::
VICINITY
\AAP
SCALE 1"--2000'
SURVEY FEBRuARY. 1'49`>
BASIS OE BEARING FOR TH I C SURVEY IC A BEARING
_F N 04'`,4 00" E. BETWEEN THE SOJIHWE_'
CORNER OF SE(TION 28. A LAdA STONE IN PEACE
AND 1HE WEST QUARTER CORNER OE SECTION 28, A
L LOA. sTC)NE IN PLACE
7 1H PROPERTY IS SUBJECT TO RESERVATIONS, RESTRIf:Tl /NS.>,
( 5vENANT S AND EASEMENTS OF RECORD OR IN PLACE.
4 f • REBAR AND C.'.-. IS NO. 1C;598
ANGE E P(' , NT DE 1 NEATOR
8. ) ALL LONSTRUC'ION SH.AL-L. BE CONSIS-ANT WITH THE STANDARDS ON
'HF- COLORADO STA. -F FOREST SERVICE "WI LDE. RE PROTECTION
IDEL INE5'.
--HE MINIMUM DEFENSIBLE SPACE 0I5'ANCE. SHALL BE 30 FEET ON LEVEL.
'ERRAIN, PLT APPROPRIATE MOEIFILATION TO RECOGNIZE THE
W RE ASE_ RATE SF F ; RE SPREAD AT SLOPED STES THE METHODOLOGY
,E CPIBED iN "C'•ETERM NTNG SAFETY ZONE 5IMENS. )NS' . OWiLDFIRE
tAFRIY -AF-YGUIDE! I NES FOR RURAL HOMEOWNERS, COLORADO STATE
>RE S SE RV I (E . PAGE 13) SHALL BE USED R DETERMINE DEFENSIBLE
F A E
REQUIREMENTS =. FOR THE REQUIRED DEFENSIBLE SPACE WITHIN
F+_ fu N(; EN`:EEOP[ !N AREAS EXCEEDING . 11/E 1. ' r'E:RCENT IN GRACE.
F ENO NC SHALL ;;IT» P5.Y W' TH APPL ICAB_.F. D;V `:ION OF Wi LDL I FE
EN( I NG STANDARDS
RE BACf: I NF ORMAT ON
RUN1' .ARE
STREET '.ENTERL,NE
Wt- .H= : ER . SREATER
REAR Yf:.HE,
t R(>M REAR LO L I NF
o -F YARD
D. [ROM SIDE. LO' LINE O`•
WH' ( HE vEF IS GREATER
r1? U5 ;2UMM.ARY
4
AREA (SIO FT)
4 . ";44
48 822
r z
547
154,3)
`,()YC,7
4 , 59F:
F':
22'.7,,171
8"
NOT AC:Ci_f(: N COt0I:AD0 I.AW ':r.,; 4 ST fOMMENCl ANY LE.. i
A..CT ON IiA•.cri !PON AN DEEPS• 7t -'I' sRRYEy WiTNIN WEE 'EAR>
ASTER f(t r 'R°,' %(.) Ek 4'vtH EfFC_ IN NO BENT MAY r+N'r MESON
BASF JPCN AN' !Er ECT 'N 1Hi S ":!.?/ 'L' BE CO.MEM:E(- 1kR 'FAN ;EN
Ewft rk;`.+i '-if.: ::'AiE ';; ERT+` -i o':ON SH(]1tN Fi£ki:.,N
)R 5 F R(>M FRONT LOT
HE(,HT '.)F PE 1Nl:::'PAL BU 1:.)1N;.;
I04 F ( -, 4 ;. t;, ACI:
PRELIMINARY PLAT
ITT SUBDIVISTON
A PARC I:I-, OF LAND SITUATED IN THE SW 1 /'4 OF SECTIO_ 28 AND
THE SE 1/4S'I 1 /4 sE: TIoN 29, T.7 S., R.87 V.9 OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 2 OF 2
SURVEYOR'S CERT I F KATE
I, FRANK W. HARRINGTCN, DO HEREBY STATE THAT l AM A REGISTERED LAND
SURVEYOR LICENSED .?NDE R THE LAW: OF THE STATE OF COLORADO. THAT
THIS PLAT IS A TRUE, CORRECT ANS COMPLOTE PLAT OF THE LEVITT
SUBDIVISION AS LAID OuT, F',.- ATTER, DEDICATED AND SHOWN HEREON, THAT
SUCH P'..A.T WAS MADE FROM AN ACCt:RATE SURVEY OF SAID PROPERTY BY ME
AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND
DIME.:NS;ONS OF THE '_OTS, EASEMENTS AND STREETS OF SAID SUBDIVISION 4S
THE SAME ARE STAKED UPON THE GEJUND IN COMPLIANCE WITH APPLICABLE
REGULATIONS GOVERNING THE SUBDIVISION OF 1 AND
i N WITNESS WHEREOF I HAVE T iN HAND 4ND SEAL THIS DAY OF
-- -- - , A. L-
FRAIIK W. H.ARRINGTON. L.S. ,y19598
- JNTY SURVEYOR'S -CERTIFICATE
APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACC _RACY OF
SURVEYS, CAI CULAT!,ONS AND ')RAFTING Pt)RSI)ANT T(' 0 R
SEI:)
GARFIELD COUNTY SURVEYOR
DATE �--- _ _------ -
ATTORNEY'S CERTIFICATE
, AN ATTORNEY L I CENSSD To PRAC T I RR
I. -AW' !N THE STATE O= COLORADO. DO HEREBY CERTIFY THAT ALL DEDICATIONS
TO THE PUBLIC, AS DESCRIBED ON THIS F I NAI PLAT ARE FREE AND CLEAR OF
ANY LIENS, CLAIMS OR ENCUMBRANCES OF RECORD AND FURTHER THAT THIS
SUBDIVISION IS IN SUBSTANT I Al. '0OM,PL +ANCE WITH THE GARFIELD COUNTY
SUBDIVISION REGULATIONS OF 1984.
DATE
BOARD 0' COUNTY COMMISSIONERS (.E.RT I F 1 CATO
THIS P. -AT, APPROVED BY THE BOARD Di COUNTS COMMISSIONERS O`.
GARF I E:: _. C, COUNTY, COLORADO THIS _DAY OF - -- _-_ • A. D.
OR RILING WITH THE CLERK AND RE'COPDER OF GARFIELD COUNTY
AND F(3 -R- CONVEYANCE TO THE CC.UNT1 ,D THE PUBLIC DEDICATIONS SHOWN
HEREON; SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES
s.AR.F IE:..D COUNTY FOR THE F INANC INi OR CONSTRUCTING .20 iMPROVEMEvTS
ON LANDS, PUBLIC HIGHWAYS OR EASIMENTS DEDICATED T=I SH` PURL 1C
EXCEPT AS SPECIFICALLY AGREEL) TO BY THE BOARD OF C )UNI Y
(OMmI5 '5NE RS AND FURTHER THAT SAID APPROVAL SHALL IN NO WAY
NATE:. ':ARF' I c.I.-D COUNTY FOC THE CONSTRUCTION. REPAIR OR
MA NTENANCE Of. PUBLIC HIGHWAYS
BOAR!' OF COUNTY COMMISSIONERS
OF GARFIELD OjUNTY, COLORADO
BY
CHAIRMAN
WITNESS MY HAND AND THE SEAL. 9F THE COUNTY OF ',ARF H EL D
,TT -;T•
:HIGII CouN
COUNTY CLERK
TRY EI'ii1INEERI\
G, ITL.
CONSULTING ENGINEET AND SURVEYORS
923 COOPER AVENUE
GLENWOOD SPRINGS, ;:OLORADO 81601
(970) 94',8676
DEDICATION
KNOW ALL MEN BY THESE PRESENTS:
THAT IS/ARE THE OWNER(S)
OF THAT REAL PROPERTY SITUATED IN THE COUNTY OF GARFIELD, STATE OF
COLORADO, SAID REAL PROPERTY BEING MORE PARTICULARLY DESCRIBED AS
F O!_. L OW S :
A PARCEL OR 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 EAGLE , STATE OF COLORADO; SAID PARCEL OF LAND
BEING MORE PARTICULARLY DESCRIBED .AS FOLLOWS:
COMMENCING AT THE WEST CENTER SIXTEENTH CORNER OF SECTION 28, A 3
1/4" ALUM CAP, LS 19593 IN PLACE, THENCE S 03'23'54" W 1358.55 FEET TO A
POINT ON THE SOUTHEAST CORNER OF THAT ACCESS EASEMENT AS DESCRIBED
IN BOOK 962 AT PAGE 280, RECORDED IN THE OFFICE OF THE CLERK AND
RECORDER 0E GARFIELD COUNTY, COLORADO, THE TRUE POINT OF BEGINNING;
THENCE LEAVING SAID SOUTHEAST CORNER, ALONG THE SOUTHERLY LINE OF
A 50 00 FOOT ACCESS EASEMENT, AS SHOWN ON THE PLAT OF LEVITT
SUBDIVISION, THE FOLLOWING FIVE (5) COURSES:
1. ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00
FEET, A CENTRAL ANGLE OF 77'47'32", A DISTANCE OF 162.93 FEET
(CHORD BEARS S 42'41'34" W 150.70 FEET).
2 S 81'35'20 W 281.45 FEET
3. ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 220.00
FEET, A CENTRAL ANGLE OF 52'15'54 AND A DISTANCE OF 200.68 "EET
(CHORD BEARS S 55'27'23" W 193.80 FEET)
4 S 29'19'56" W 99.23 FEET
5 ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 283.00
FEET, .A CENTRAL ANGLE OF 17'47'49" AND A DISTANCE OF 86.97 FEET
(CHORD BEARS S 38'13'21" W 86.62 FEET) TO A POINT ON THE NORTHERLY LINE
OF A 60.00 FOOT ACCESS EASEMENT AS SHOWN ON SAID PLAT, THENCE LEAVING;
SAID SOUTHERLY LINE ALONG THE NORTHERLY LINE 0= SAID EASEMENT, THE
FOLLOWING SEVEN (7) COURSES:
1. 5 36'43'42" E 100.68 FEET
2. ALONG THE ARC 0E A CURVE TO THE RIGHT, HAVING A RADIUS OF 400 00
FEET, A CENTRAL ANGLE OF 05'08'52" AND A DISTANCE OF 35.94 FEET
(CHORD BEARS S 34'09'16" E 35.93 FEET)
3. S 31'34'50" E 76.82 FEET
4. ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 170.00
FEET, A CENTRAL ANGLE OF 68'26'41" AND A DISTANCE OF 203 08 FEET
(CHORD BEARS S 65'48'11" E 191.22 FEET)
5 N 79'58'28" E 15.83 FEET
6. ALONG THE ARC OR A CURVE TO THE LEFT, HAVING A PADIJS OF 500.00
FEET, A CENTRAL ANGLE OF 17'43'43" .AND A DISTANCE OF 203.08 FEET
(CHORD BEARS N 71'06'37" E 154.09 FEET)
7. N 62'14'46" E 15.12 FEET; THENCE LEAVING THE NORTHERLY LINE OF
SAID ACCESS EASEMENT S 03'23'54" W 801.62 FEET TO A POINT ON THE
SOUTHERLY LINE OF SECTION 28; THENCE S 89'40'17" W ALONG SAID
SOUTHERLY LINE 374.64 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY
S 89'40'17" W 997.11 FEET TO THE SOUTHWEST CORNER OF SAID SECTION 28,
THENCE S 89'55'54" W ALONG THE SOUTHERLY LINE OF SECTION 29 1324.06
FET TO THE EAST SIXTEENTH CORNER OF SAID SECTION 29 AND SECTION 32;
THENCE LEAVING SAID SOUTHERLY LINE N 03'37'23" E ALONG THE
WESTERLY LINE OF THE SE1/4SE1/4 1376.57 FEET TO SOUTHEAST SIXTEENTH
CORNER OF SAID SECTION 29; THENCE LEAVING SAID WESTERLY LINE
N 89'27'43" E 1355.71 FEET; THENCE N 04'49'57" E 14.53 FEET; THENCE
S 89'50'52" E 489.31 FEET; THENCE N 88'49'OO" E 162.00 FEET; THENCE
S 89'21'00" E 230.00 FEET; THENCE N 89'48'00" E 174.89 FEET; THENCE
89'01'37" E 277.83 FEET TO THE TRUE POINT OF BEGINNING; SAID PARCEL
OF LAND CONTAINING 000.000 ACRES, MORE QR 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 LEVITT SUBDIVISION, A SUBDIVISION OF A PART OF GAREIELD
COUNTY, COLORADO.
THAT SAID OWNER DOES HEREBY DEDICATE AND SET APART ALL OF THE
STREETS AND ROADS 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 _fTILITY
EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR THE
INSTALLATION AND MAINTENANCE OE 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
OWN E R
IN WITNESS HEREOF SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO
SUBSCRIBED THIS DAY OE A D., 19 .
STATE OF COLORADO
}S;
COUNTY OF GARFIELD
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS
DAY OF A . D . , 19 , BY -
MY COMMISSION EXPIRES
W!TN(SS MY HAND AND SEAL
NOTARY PUBLIC
CLERK AND RECORDER'S CERTIFICATE
THIS PLAT .0 ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK. AND
RECORDER OF GARFIELD COUNTY. COLORADO, AT _ _-__ O'CLOCK
, ON THE. - DAY OF , 19. __ , AS RECEPTION NO.
CLERK AND RECORDER
BY
DEPUTY
_EVPLAT.DWG 2
14/96 95060.0I
.....0•••••••••••••
••••••••••••••••••••••••••.M.•••••••••••••••
:\ PAN(
H1,1
0 14 1 L1\NF)
1
/4 Of',
COL{ N
I
PRI,',LIMINARY PLAT
_." 7
T '‘,
L
T T
^.<., i 1 L„i 1 -NT
) ) k ' J 1 i 1_
IT1'AT11) 1N THE SW 1 ' 4 OF SECTION ANL)
-1 r" 1 F 1
riJ cirrioN pc) T S., R.87 W 0 1.11f (i r NI
, .
OF GA RF't STATE OF COL ORAf.)0
SHEET 12 01'
PF Of OPMEN
A rBCROF 1 PA RN{ r,
111 E31... 890'-i
.PIN F. •
N 884900" E
4.K -C N N
PAR', E
•••, •),((
/ Fv, FRM AN I '"„4,,Ni_ 77. Ri:76Nr,
7R( '51
NE* ,ORK N 12.
E T
E
f/ N
E. T
N 80t7.K.
A
r1 280 !N
,.1)r -
ANL RECCLROER •74.•
•10 f.,(
5 AIN
.1.1 t11F-5
AC4
F :AC rkt .`
• ;3, x 4;4
_;„
i.)0. U.:;EflY,
ANL' DRAINAGE
ASi•-•MENT
N .7:1;58'28
_i_ . .±RT_AVN-.6E___Ct41-.14TRT
.-1-,0,RD _
".711R v E
AC, , RV: !u'i
i e,z . '.-F 7
L El N. Tr/
4 81 • I
11 Ar;(:),, ; 7'(•?) -
,,:., 4-2.41.34 W
HE AR i N. :
g",. -1A,1.54 -Tr
7 1'47 32
A32
_
..:, ',,L.• ' 7 • 2 " W
.,,
1 •••• • 47 '-'-497'.----1
AC: 220; . 00 120,1; e 8 • 1 07 .-? 3 '
i'-, 400 . 00
1 70 00 ' 203 08
F')3e5') :4:47 4.3, 84
1 7 93 ' _ „:15 93
, 8.,,, :,2
S 74 ' 1, 9 ' 1 f ' r -; 7.8 • • 3 T.• 1 ,N
1, 6 A, ' 4.•:.; Tii.7 E
16. : '8'7' '.• (4:2). ...1 3 r• 44')
280 00
500 GC' 1 1 A. A ,
:77 . '...':
1 54 11.,9 5 7 1 ' OE. .3, E
11 5344 . 7.3.1.,):
1i)3 '..31,3 ,. 2211:
300 00 C.),8 31
133 . 21 5 7E1 • 1:1•;) 3'; W
, _ „
68, 71 31 ' 1 '''.1 .) f' ' I ''") ' 7' :. W
.:.!;t7.L.i:', . OC C 11 .'1“; 503 '
20 • 46 56
. ..
:CC 00-r- I 08 82 ' 59 05
a a, r . 1 109 89
108 22 S 844 08 A
'000 00' I, 472: --1
150 00 '
': 4') 7.: 30 1 9
_,... ._
590 . 178 S :;_q... 45 W
,-- 4 .54 • 21-1-
1 0 C C •-5 0 ' 73,,.....). 7, . 5'.;:/ .:' 5 ' S ,'• 7 • 12E.: 4', W
14 21 ' 4
L.t. 1 80 . 00 i L.,;) .4 2-
-, / ,-, • 309 1 9
54 2 7
3 ' . 1 3
1 0 2, . 92 •S• 20 ' ' :". 3 '' A
c 4R -.'t, ,- W 2.13, • 15, ?„,3,
c ,
_ _ __._ __ ...
140 . 00 • 62 49 • 1 14 1 3 S, 04 ' e.'', r 04 - i
88 8Br
49* --0T751'- 1
-- - - 1 4 !". -. 0 0-T ' 58 . 21..9
_ _ __
_
it0.08 :.,, h 1 , ,.... _,,8 C.
. 174 4(4 1 b ,
40 . 00 ' 3 45 • (15 07 W
_
E 04 1 40 00 ' 130.881---
184_00 70.6h
.., .__ ... _ . .
126 1,
1,11 04 N C9•28'56 A 75 • 18 • 04'; j
LC: 25.0 . 00 2 1 3 . 81 ' 1 08 _ 01
207 . 35 • N 71 • )7 ' 1'0 E
r -1 113.94'
2.25 1' 55 ,
49'0008" •
•,_(-.2
C0 0(1 15 89 C13
' ,26.44 63 39 S •'05 E 0201'
0...i
N 84.4j'a-C 42•A8'2A" I
LC.5 00.007 • 1 93 22 9 231 86 ' 1 ',1-1 1:1.E-, 92 . 6 ' S E 1 5 48 55
: r 4,
1 5 ' 1 2 58
1
500.00 • 32 . 74-T 6 h T9 13) . 40 5 86 • (; 1 O.,' W
1-, A
. 4e ---"0-P --I
L. CI', 250 . 00 51 . 35, 2c., . 77' 51,26 !:-, 89454C E 1 1
.__ 7 . • 0-1-4 ----4
i IT t. 250.0r,-'--- : 62 4 r.,, 84.24. 1 59 . 62 ' 5 0441 ' 6 E 3 1 4
2.;,w Al"; LA* \:0( MC;
BASE:C.' '..PON ANr DFC F 7 SURVf WITHiN tHREF FARS
1 .7)VER H IP. NC EENT MAY Ah'i ACT LiN
1 1 ,,,PC#Ft AN)"1 ; P4F;1;13 :1)RVE' CCAMENCEr AKRE TE•AN
AW:: ',RCM 'riE ()A I E ,,,f F" I ION ::.H0" HFRfON
1.01C;LL 0.-
20 BOX 4'4 '2
P.AN'AS UT, kAlt2
L 1 NE
01
L1NE (.(,...:;E-14,tf
_j_ T.ii_..
AL. • S 31 ' 7,4-730: E D T'6 82'
Al.. E
AL I. 56 ,,i,2 .• '' 46, ' E
. „ 15 • 2
5 (4tc5E
EL 1 N 8•22'244- E 14.3
' 42'
E 1_2 N 72 • 527----F- 0 3 E 14 . 91
_, r -
F_ . _ _ _ LI_ N_ 6 3 .-9-87
t2 N 8A • 71-7' -)4--'-- A--- . 45- 8--q1--- ---
L
S 42 • 52--1-4-1--w E - 35. 6 -d -r - — l 1
LI 2
S 83.'73-7-;E 1 46 .
S __7.,24 38 _E. 44 t‘e-T
Li. 4 S 78 • 24 • 3E-7- il
LLhi: S 86'227 -4TH 28 . 39-r
1Jk4F3E.P t AWL 'P
F-.+3HOM
ARL, 8'623
filET'11 OtiNr1 HY 1' (INHEI-nrC INC
T
±
CONSULTING EN(11N1-- AND SURVEYORS
92:3 C0011 AVENUE
GLENWOOD STRING •-COLORADO 81601
(970) 6676
I
;1-? P ' A I
40!)
IN 61:1"1
1 tri, -5 1!;(0 ;.•
_EVPLAT.DWG 2/14/96 95060 01
J-
PRELIMINARY PLAT
LEVITT SUI3DIVISJO\
A PARCEL OF LAND SITUATED IN THH SW 1 i`4 OF SECTION 28 AND
THE S H 1 /4SE 1 /4 OF SECTION 29, T.7 S., R.87 W , OF' THE S �� 6 rH P.M.
COUNTY OF GARFPID , STATH OF' COLORADO
SHEET 2 OF 2
7020
0
0
Mx
zit
NOTI;E. A.CCCRDING, TC COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED URO ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANF DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEAR FROM T4E DATE OF CERTIFICATION SHOWN HEREON.
HIGH COUNTRY R IY E 1 RIX G,
INC .
CONSULTING ENGINE AND SURVEYORS
923 COOPIVENUE
GLENWOOD SPRING `?L0RAD0 81601
(970) 9-,676
CURVE CHART ..,--/-1-
CURVE 7 , RADIUS -T LENGTH 1 TANGENT CHORD
AC1 120,00' 162 .''3' 96.81' 150.70.
AC2 -70:57757-'----66------,.68 107.
---AC3 280.00 86.97'
43.84
AC4 '
400.00' 35.94' 17.98'
AC5 170.00'
L\
BEARING ] LTA
42'41'34 W 7DE'47'32"
193.80 S 5'27 23 144
2 1154""^
86.62' S 38'13'21" W 17'47 49"
S 34'09'16" E 05'08'52"
N 65'48'11" E 68'26'41"
N 71'06'37" E 17'43'43" _
N 76'00'37" W 25'39'21"
N 76'00'37" W 25'39'21"
N 84'40'08" W
S 84'14'08" W
S 77'26'45" W
35 93'
203.08'_ 115.63' 191.22'
AC6 500.00' 154.71' 77 98' 154.09'
C1 300.00' 134.33'
C1 300.00' 134.33'
C2 150.00' 112.50'
C3 300.00' 108.82'
C4 1000.00' 599.72'
C4 1000.00' 599.72'
C5 180.00' 73.23'
C6 180.00' 105.42'
LCI 250.00r- 213.81'
LC2 700.00' 126.441
LC3 700.00'
68.31' 133.21'
68.31' 133.21'
59.05' 109.89'
55.01' 108.22'
309.19' 590.78'
309.191 590.78'
LC4 500.00 r
LC5 250.00'
LC6 250.00'
193.22'
160.80'
51.35'
162.46'
42'58'25"
20'46'56"
34'21 42"
S 77'26'45" W 34'21'42"
37.13' 72.72' S 48'36'37" W 23'18'33"
54.27 103.92' S 20'10'37" W 33'33'26"
113.94' 207.36' N 71'37'19" E 49'00'08"
63.39' 126.26' S 89'03'05" E 10'20'56"
97.23' 192.61' S 86'19'05" E 15'48'55"
81.10 160.11' N 87'37'26" W 18'25'36"
25.77 51.26' S 89'45'40" E 11'46'07"
84.22' 159.62' N 65'44'16" E 37'14'01"
f4
a'a
II )so
r
1... `_ .'4.
LEVPLAT.DWG 2/14/96 95060.01
L I Nt (.HART
LINE
DIRECTION
DI ANCE
5 31'34'50" -
.82'
AL2
N 62'14'4 "
5.12'
AL3
N 04'49'57" E
14.53
Li
N 63'10'56" W
33.98'
L2
N 85'22'24" W
45.89'
LL1
S 42'52'45" E
30.00'
LL2
S 83'52'37" E
146.89'
LL3
S 78'24'38" E
44.58'
r
LL4
S 78'24'38" E
25.99'
HIGH COUNTRY R IY E 1 RIX G,
INC .
CONSULTING ENGINE AND SURVEYORS
923 COOPIVENUE
GLENWOOD SPRING `?L0RAD0 81601
(970) 9-,676
CURVE CHART ..,--/-1-
CURVE 7 , RADIUS -T LENGTH 1 TANGENT CHORD
AC1 120,00' 162 .''3' 96.81' 150.70.
AC2 -70:57757-'----66------,.68 107.
---AC3 280.00 86.97'
43.84
AC4 '
400.00' 35.94' 17.98'
AC5 170.00'
L\
BEARING ] LTA
42'41'34 W 7DE'47'32"
193.80 S 5'27 23 144
2 1154""^
86.62' S 38'13'21" W 17'47 49"
S 34'09'16" E 05'08'52"
N 65'48'11" E 68'26'41"
N 71'06'37" E 17'43'43" _
N 76'00'37" W 25'39'21"
N 76'00'37" W 25'39'21"
N 84'40'08" W
S 84'14'08" W
S 77'26'45" W
35 93'
203.08'_ 115.63' 191.22'
AC6 500.00' 154.71' 77 98' 154.09'
C1 300.00' 134.33'
C1 300.00' 134.33'
C2 150.00' 112.50'
C3 300.00' 108.82'
C4 1000.00' 599.72'
C4 1000.00' 599.72'
C5 180.00' 73.23'
C6 180.00' 105.42'
LCI 250.00r- 213.81'
LC2 700.00' 126.441
LC3 700.00'
68.31' 133.21'
68.31' 133.21'
59.05' 109.89'
55.01' 108.22'
309.19' 590.78'
309.191 590.78'
LC4 500.00 r
LC5 250.00'
LC6 250.00'
193.22'
160.80'
51.35'
162.46'
42'58'25"
20'46'56"
34'21 42"
S 77'26'45" W 34'21'42"
37.13' 72.72' S 48'36'37" W 23'18'33"
54.27 103.92' S 20'10'37" W 33'33'26"
113.94' 207.36' N 71'37'19" E 49'00'08"
63.39' 126.26' S 89'03'05" E 10'20'56"
97.23' 192.61' S 86'19'05" E 15'48'55"
81.10 160.11' N 87'37'26" W 18'25'36"
25.77 51.26' S 89'45'40" E 11'46'07"
84.22' 159.62' N 65'44'16" E 37'14'01"
f4
a'a
II )so
r
1... `_ .'4.
LEVPLAT.DWG 2/14/96 95060.01
u
+
JLa
.^
•
13N
tbk IA. 1+'00 WHITECLOUD ROAD
'NA. 124.37.02 WIND RIVER ROAD
25'28'27- E
25'R 1t.� 13.14'-
3
0
0
r
0
0
7030
150.00' VC
7020
PN STA 15+65
PVI ELEV = 701395
III
LLl
Cf) I
0
1
1
A - 52'15'54"
R =
250;001__
= 22805'
O
r
<5
II 7811.26"
R = 90.00'
L 12282'
20go
K
0
100.00' vC
0
PVI STA = 14+20
PVI ELEV - 7014.82
6 VCE: 7016.62
PROPOSED GROUND PROFILE-.
EVCS 9+48
100.00' vC
HIGH POIN1 ELEV - 703299
HIGH PONT STA = 8+82.55
PVI STA - 8+98
eo PVI ELEV a 7033.61 +
co
M
VCE. 7032.66
INSTALL 15" CMP AT EX. SWALE
GRADE ROADSIDE DITCH TO CMP
150.00' VC
LOW POINT ELEV a 7028.79
nLOW POINT STA = 6+13.04
‘"-^ .I>Vi stA - 5.00.
PVI ELEV - 7027.95
h
N
0i
0
M
IC/
0
0
120 00' VC
HIGH POINT ELEV - 7032,38
HIGH PANT STA • 3+86.77
13V1 STA - 4+25
PV1 ELEV = 7032.6:
SVCS: 3+65
n
c�
0+
n
GRAVEL SURFACE ROADWAY
ROADWAY EASEMENT
BUILDING SETBACK
LOT LINE
100 00 VC —
PV1 STA = 2+95
PVI ELEV = 7031.90
N
-:010
7000
SCALE' 1" = 50' HORIZONTAL
1" - 5' vERTICAL
EXISTING GROUND
EVERY 50 FT.
ELEVA710N-\\ PROPOSED GROUND E&.EVATIQN
/EvERY 50 ET
N J�
r
fVN
MN
00
r-
17+00 12+00
EXISTING GROUNO PROFILE
0.0
10+00
IALM
0
O O
r- n
9+00
WHITE -CLOUD D. CENTERLINE PROFILE
RIGI LEFT STATIONING
T
'O
00
rn
Oita
0 p
6+00
0-'
N O
N:V
00
r-
4+
0
4+00
0
*
0 on
r. 0
3+00
50
o = 28.53'21-
R. +._60.00'
L = 30.25'
INSTALL 18" CMP
GRAPHIC SCALE
25 50
100
0.4
!a:
0
0
r
N d
0
c•
02
^
(1NFEET )
1 inch = 50 R.
PVI STA a 1+63 _
PVI ELEV - 7024.24
EVCS: 1+88
♦ am
0
0
^r
2+00
50 00' vC
toh
0
N
W
SVCS: 1+38
BVCE: 7023.24
M
VI
S
a
Pvl ELEV c 7022.24
0
8
J1
440
tr.-
0
7030
7010
7000
PRELIMINARY PLAT
NOT FOR CONSTRUCTION
z
0
r=n
w
Q'
4
0
0
z
Q
a
u?
0
N
z
0
0
ko
a)
u7
N
a
0
0
W
J
-J
PROJECT No
95060.01
SHEET 4
OF 10
64,0
f
1
r 60'33142"
R a 100.00'
L = 105.70'
/
-'4
ii
J
/
o /
t /
,� •}' 15'48'55
R 700.00%
1
/
/
/
/
/ •
/,6
/ /
/ 1
/ /
/.
1HOLILOER
L.-
•
• LOT
R 250.00,
191.47
LOT 7
40 C.F. 18" CMP TO
CATCH INTO INSIDE CVLbCT ROADSIDE
tAC DITCH
W
to
• 69301
3
LECOV
SCALE: 1 50' HORIZONTAL
}' 5' VERTICAL
l/
/
/
1..
- 7
r
o 1512'5
Ra 500.001
IL .; 132.79'
M -1
11
LOT 13
2' SHOVIOfR%a—c- --
10'20'5-6T
700 00'
126;44'
b
a
;,RAVEL SURFACE ROADWAY
ROADWAY EASEMENT
BUILDING SETBACK
LOT LINE
XlSTiNC GROUND ELEVATION (PROPOSED GROUND
LVERY 50 FT1/ EVERY50FT+--hpp�a, ♦ Y
27+0▪ 0
28+00
M�
4,p,
Y
P p,
ELEVATION
PVI STA a 22+78
Pvl ELEV - 6964.04
100.14 -VG
EVCS. 23+26
EXISTING GROUND PROFILE —. .-
i
PROPOSED GROUND PROFILE
EXISTINGGROUND PROFILE
PROPOSED GROUND PROFILC
24+00
23+00
WHfTECLOI D ROAD. CEMTERLLPOFiLE
RIG441 TO LEFT STATIONING
rap
Ip
r- O
r 8 r 0.
rr'. ,.,
v: 2141+00
•
i INSTALS 18•p_
OT3 _,
\ , \
�' 12 DRI>EWAY TO1
ONLY- ,�O T 3 SER y> 0 FROM SEPVE 10;51 do 2
'�1TcCL0U0{ ROA7 ;
+
+
e
W
(V5 ♦g
:q+ a pi to
to co ch
20+ 00 19+00
18+00
`0o
r
6970
6960
6950
6940
6930
16+00
GRAPHIC SCALE
14,
60 (( EN FE -T
i )
1 inch Q 14y
PRELIMINARY PLAT
NOT FOR CONSTRUCTION
ti p0
Q
EE cr
- O
0
_.1 V
LI
Z
w
Jto
4,W
I
to
J W
1—
LL
>-
zv
558
Q Q
r
CO F. CO
PROJECT NO.
95060.01
SHEET 5
OF 10
♦
/
II
L
-2
7-50 L.F. 1$" CMP 0 2X
INV, IN 6925.6
INV. OUT 6924.4 ' /
J
N 72'52,'83" E
14;91'
2' SHOD
- \
"4�r77'21'1
- R 140.00'
L 189,01'
SOF 18" CMP TO DIVERT ROADSIDE
DITCI4\INTO INSIOE CUL-DE-SAC Di /pi(
DETENTION POND VOLUME
-8063 CUBIC FEET
POND BOTTOM EL. a 6921.8
\
1
a 60.31 42"
R - 100.00.
LL 105.70'
/
R =a
L ++ 406.8
• /
/
/
\LLOT8
/
,K
/
Vic.
LOT 7
r
50 L.F, 18" CMPTet+01VERT ROADSIDE
DITCH INTO INSIDE CUL D .SAC DITCH
-7
/
r—
//
OT 6
a 15'12'5"
R = 500 00'
L = 132.79'
h
4
f:
6960
n
I*
b 0,
Z >4
W 41 N
n
N
U�
'6 a'^
v)2 3 O
6950 ""'
44 ..F
3
694Q
LECIENQ
/
GRAVEL SURFACE ROADWAY
ROADWAY EASEMENT
BUILDING SETBACK
LOT LINE
rb30
6920
SCALE: 1" 50' HORIZONTAL
1" - 5' VERTICAL
PROPOSED GROUND PROFILE
EXISTING GROUND PROFILE-'"
EXISTING GROUND PROFILE
PROPOSED GROUND PROFILE
EXISTING GROUND ELEVATION" /PROPOSED GROUND ELEVATION
EVERY 50 FT. J EVERY 50 FT.
a n'4
m0.* 'p WtO
37+00
r -
CD
36.;00
EVCS: 34-F16
EVCE 6931.18
200.00' VC
LOW POINT ELEV - 6929.19
LOW POINT STA - 33+05.74
PV STA - 33+16
PN ELEV - 6927.48
daov
in CP( Ma
tia c,N
W.,"� rn'� mN rn�
9 0
15+00 34+00 33+00
WH OUD ROAD, CENTERLINE PROFILE
RIGHT 10 LEFT STATIONING
;o
N
m
6560
ch
°'rn
3:+00
- 6933 000
1
6920
0
'0 4
GRAPHIC SCALE
0 25 50
200
( IN FEET )
1 inch = 50 !t.
2
SHOULDER
11'
26'
39 SLOPE
Q
3% SLOPE
2'
SHOULDER
NOTE:
STRIP TOPSOIL TO GRU® UNE. SCARIFY AND
RECOMPACT SUBGRADE TO A MINIMUM DEPTH
OF 8" TO 95% PROCTOR DENSITY.
4" CLASS 6 AGGREGATE BASE
COURSE COMPACTED TO 95%
STANDARD PROCTOR
10" CLASS 3 AGGREGATE BASE
COURSE COMPACTED TO 95%
STANDARD PROCTOR
TYPICAL RURAL ACCESS ROAD SECTION
N.T
PRELIMINARY PLAT
NOT FOR CONSTRUCTION
Z
0
��
5
L1
0
(J?
LJ
0,
S
ce
0
Q
0
0
5
J
LLi
tiI
PROJECT NO.
95060.01
SHEET 6
OF 10
LOT 10
•
LOT 11
/
f
,
•
3+00
zQ.
i
ENO F'!.U,., --y
•
50 f IR ,:MP
NV IN 642 6 ,
NV 0 )1 6924.4
LOT 9
ws
x„+
/
INSTALL FIRE HYDRANT ASSY
ANE) NECESSAR'r APPURTENANCES
\F 18' CMF TO C'VfRT ROAUY DE
C ITC.M\,N10 INSIDE COL -DE SAC Di ?CH
/
/fir
---"�
DETENTION POND VOLLM' E
5063 CUBIC FEET
FOND BOTTOM El. H 6921 8
/
/
/
/
/
/
1;;
/
C(LJ)
LOT 12
GRAPHIC SCALE
LOT 13
/
/
/
/
/
/
5J 11X)
( IN FEET )
1 int: = 50 ft.
IN'STAi.L`EE ANO .,
6� �)ALVt
/
/
ws
29+00
27
30+ 00
J
LOT 8
MATCH LINE THIS SHEET
r
•
r
-
50 L 8. CM° TO D)VERT ROADSIDE
DITCH IN TO INSIDE CUL-DE-SAC DITCH
LOT_7
z
a
7+00
ws
LOT 6
INSTAL t. 6" 90' eEND
//
6"W
E TEL_
\-- INS TALL _ ( ALVf.
NS
6"W
25+00
i
.r
..1111111.
•
„ idled
.1 sr-;,)
11100,-
9
20+ jig
1
A
INSTAL, !% CMP
W's
INSTALL FIRE HYEIRANT AS) -
AND NECESSAR1 sr'PUR'NANC.L-'S
LOT 5
E, TEL
\
6"N
E.TE. 1 --
6`W
E TEL.
LOT 4
N_,1ALL FIRE HYDRANT ASSY
AND NECESSARY A.PF'!1R?ENANCa:
END
END PLUG --7
12 g
4, --
LOT 3
•
6'W 6"W
E, TEL •--*-----
•
6+00
4+;{.
••
E,TEL
�S r
.5) 7%
IC- k
474.` 4.,1) R
Yi yFR qL, s
OF 7• T,q</
ROit srp 4 .
Gi, Ca X S
� '014,6.
6'W
/ELL L. )C 4 TICN ANl'
F LIMP HOUSE 4C': E_,''> CASEMENT
1
L.-.- 25.0. ira.iTY AND
LEGEND
SYMBOL DESCRIPTION
-- . E TEL '.--
w'v
�l
ws
c
E..F CTRi(: AND TEL I'PHONE LINE
WA TER L.
JOINT TRENCH
& f. WA1ELR, TEL EMETRY c..ABLU
WA TR VALVE
WATI":R SERV!, F.
'TELEF'f�ONf:
ELECTRI.' TRANSFORMER
FIRE. NYC'RAN?
"w.T 6' T
Iw
r-- '.NCS rAL- 6" y0• 6ENC
/
i
END ?
w;;
INSTALL WA TEE STORAG; TANK ---f
:NS TALL E TEF. AND
--6' 'VALVES
00.
¢ l:Tl.rr AND .�
ACL'ESEASEMENT
LC
PRELIMINARY PLAT
NOT FOR CONSTRUCTION
z
0
Lu
G
PROJECT NO.
95060.01
SHEET 7
OF 10
4
:4 ELF :H-, Ni 1'„17,N:0 ---
il.1 (11 1 rr- ,:i, ,'',,
li Ili iiii lh' !II i
I I). c.,,., . Lri,
' I 1
1
TAi;;;; PRE URE.
--PRI_SSUF;<'EMT
NAT;Mti'FR
t N
C2i.K1-•••E4 vALvF
00
\
IN HUM -
TR Tic
„---- • cHL.c.,,RINATIoN
/ !Nic.:u..!,..P46 t0 ;...;,A.,..LON
1_ U TI ON 'I A.NK . ''EE.D
POMP ANL M! -.:R
PRO \IE W)011..q.'N
(1:;R T FOR .THL("F'INIE':i
[0.RI I'. WALL HE.A TEP
N P2ATE.iii BREAKE.
\41MI E.N;;;,.;;;,URE C')N
MF M (;;;")t,ITP(.',L.S, FRE ,;..;!-,E
H PRE ME DILL
E NUBE,ER INSTALLED W ./NAt_ROUL:
: P(.)1.'Hk ; ENE 1 -,Pt
3/4" HOSE E3!E!
f';;11...LIN"2, ANY,.
Bk E AK ER
PANEL
CHLORINATION A\ID
N•• PL uPP03 RPN
'NC A NE T
I N
L I \•,
.[L 1
4
P()RLEL AiN, BASE
_ ';; TURF.:
2' 8MIN.
r DOOR WI TH L;;;')C.K.
T DRIP
4 CEDAR I .A.SCIA 5LAft
M4'C'-i
1/2- PL.-6NOOD sor
'HNC,
A ;if' 'NI IH
2'x11.
4' @ 1("
1,/2 BATT.
iN5d IL ATIDN -
EQUAL
1 P" PLR F-
ELECTRICAL EOUIPMENT C --OR PUMPS
( ALL ELECTRICAL IS SINGLE --PHASE)
ITEM DESCRIPTION
NC;
RAING REQD.
PUMP CONTROL PANEL (PC:PI 220 V 2
‘,1-r.1,NE TIC STARTER, NEMA 1,
0INGLE RH., 2 POLE, 1 BI --METAL
ERLOAD. WITH H-0-- A SNITCH
AND PILOT uGHT. 5 HP RA TING
2 FRANKLIN MOTOR CONTROL BOX .Z20
i'Capac,tor Slart)
3 MERCOID PRESSURE 113
DA ---316, 5 T/) 100 PSI
W/TIME DELAY 3'N MAI' E
4 HCAJR MTEP. FLANGE MOUNT 110 1,, 2
BUTTON PESET
iFo:u17 BREAKER LOAD CEN TR
MAIN PANEL). 8 BREAKER
PAC[`:, 5TD. MAIN BREAKER,
'00A NEMA 'vV/OIR(UT BREAKER
To M 6, TOH EOUIPMEN1
223,
ELECTRICAL TI( ,N NOTE;
(:::EE SP±1fl3 ATIONS • ,t; AHH tioN AL F Er;
.NFORktt TION
6 'J,NTERIOR ELECTRIC.,AL 3lko„;!r-.31 BE RUN 0N (3117,ir:1 Of'
N CC;NPI...0
3 I.iN AL; A T1ON ANL MA TERiAL ALL 1)MP:'-FH TI -1E
N A TIONAL
F LEC T -RR- !LiF)DE GARFIf1L )UN REO,',JIREMEN'S AND
T- 'CATIONS
4 A v%IFIE r-,IZE IS NO I. SPECIFIEID TF : cONTRA,_ 10)R *SHALL PROVIDE
HE WIRE SIZE AND M4, TER! AL 1-1EOUIR,E TH;;- NA TION ELF._ TRIC
l`F
UNPE RCPOUND CAHLE 1,HAI. BL 17"LA,;,ED N CONDUIT L!P. SHALL
P1 T DEPTH REOuIRED BY THE NATIONAL ELEC ,)DE
4ND EMBEDDED IN SANF.., (3 INCHES MINIM, iM THOKNESS AROUND
ABLES MA'( 2E L AD IN THE A ME ENCI-1 SOF" BY IDE
l_tkA :7, CON TR Ot-i- E DY A LREL0UkU SWTCH :N THE CON TR UL
THS WELL PUMP WILL H AVE THE I: OLLOWIN(.- INOkr A EQUIPMENT
A 6 PILOT iCHT ON .5-1,-. pump" TRY,L
AN HOURMETER CN THE 1 U!'AP ;',NEL .
ct-It 4
METER SOCKET
t
tt
si-Dr!
AR7
Atft.`,P
AL ARV
- MA(3NET:c STARTIT.
BUiLDINO
'.:',UBMERSIBLE
PUMP MC TOR
APA(ITOR S (ART
CON TPcx. 8X 12
SCHEMATIC FOR ELECTRICAL CONTROL SYSTE
Nm7)
NOTE CON .TRACTOR SHALL SUBMIT CONTROL SCHEML T3 EN(,INEER FOR APPROVAL
P,I)OF 3 ONSTRUCION 33 OUTSIDE
1/2" AL PLYWOOD WITH EXT GLUE
2-x 6" AT 24"
3. 6" BATT INS0LATI(N (R-- 19)
4 5/8- R(, -,OF SHEATHDX
15 LB R•il)OF FELT
WOODEN SHAKES
•
1
I"'
mummiligunt4r1-4" "1""1"1"1"'"
05ED WELL
14'
SEA/
1
PF*OVIDE MEANT ID ALLOW
RO0F REMO'4 AL OR ACOESS
HA TCH WHEN NECESSARY
TO SERVICE WELL
W 1.4/W 1.4 WWF
\,
NOTF: OWNER MAY APPROVE OTHER TYPES
oF BUILDIN0 CONSTRUCTION,
1/8' PER FT
DOOR HI--ADER
1
,//
L,3' 1 "
TO L' OR
DRYWELI
c
\I
1
MONOLITHIC: SLAB
.3000 PSI CONCRETE,
LOINATION & CONTROL BUILDING
1
1
— 1/2" x AN(..4-10R
/1/ B0115 12" F'RC'M
CORNERS/36"C
1
\
1 / \,, ,, ,,/
,
'-• / / \ \ % I iil
,
,,,
.a .
/ / i
. \ \ 1
\ , t i
, \
' i 1
/ '/
i ) 1 1 i' i
\
f1 , i I`
1' 0,- ---..-
UJ
1--
0
0
z
PROJECT NU.
4:)
-,-..-
Z
(
CNI
, j
_J
-A-1
,,F
.--'
LJ
1JJ
Cf
,Y
<
-I
c,,
a
0
0
:..
PROJECT NU.
30MFA(TrF i
A : i -'ER 1,,P{..2IF'C,
CCi{M�F'AC TEC •UE :kALE
PER 22E21 6,ii1N
iN PER PEC!FsCATIONS — 1
4
)
PLAN VIEW OF_120,000 GALLON TANK
EQUIPMENT &
MATERIAL SCHEDULE
CI) 6" MAIN SERVICE SUPPLY TANK CCNNE ',ION
N
6" OVERFLOW PIPE W/24' Fi.;NNEL WEIR
(\ 6• " TANK DRAIN CONNECTION
/4-) 24' DIAMETER SHELL. MANHOLE
r•
1 (" 6" M.J. GATE VALVE AND V,A vE 13,)x
(6 6" RUN 6" BRANCH M
i� 6• " M J 90' BEND
6" ''LASS; 50 D I P
!M j. WHERE JOINTS ARE RE: JIREG
9 ACCESS HATCH
H• ANDRAIL AND SAFETY CAGE
�.__, `• ACDLF: AND GRATED PL T:,---f;KM
'12,; 4-" .i . PIPE: FROM PUMc.
i 4" M .;ATE dA.t_VE AN' ,.tr �3OX
()NV, TION .5 r; 'rr�� WATEP � �L t)
QNNEC ! 4" L` i P r ROh,/ I ANK
POLYBUTYL.LNE PIPE c R' Ai f -'f
HOUSE.
AY TO t.
NOTE,
'".ANC. SHALL BE LEVEL_ WWLT.I-W'\,
70 BEET OF CIRCUMFERE:N.. E A..ND W:11:
TOTAL C+RCUMFEREWE
,
TANK FR(jt� FQ!.1'JJAT?':?N i,ft•::riAL.t.. HE ,.
f: ON TRAC TOR.
TANK FOUNDATION AND P.PINc
L : 'E .INE. AND EARTHWORK i G%NTZ A,: '•
1' t iN
t 6" G.RC:
TAN:, 6..
Tfjki
'Hk
TANK BC.f,Lim
ELEVATION OF 120,000 GALLON TANK
a':;TE t;( '_ JR _;F TANK; 5 BE AR. -
YANK `_/i; 3211)1". WA...
._C',^! i. Xf-'AN >IUN GAL
FET//SEEN F'.PE
N
MATERIAL SCHEDULE FOR
TANK/PIPE CONNECTION
,ONN- T ON SIZE
FIT :NG
r—
F F. ' . r, 6TEE L PIPE
4 2WA`I.
M
t
-
--•—i
YI..E i,Rr S F R
6.0 x L 0`
t:.. 6 D. 16
M J. L 90" BEN
6' MJ C .' 6.
TYPICAL TANK/PIPE CONNECTION
7
i rt
COMEAc. TF.3.
F? A V;_
PRELIMINARY PLAT
NOT FOR CONSTRUCTION
z I zI
l
PRC,.'ECT ND.
95060.01
SHEET 9
clr- 10
1 /- PROv1DE BOND BREAKER
AT AL1.. F TTINC,S
..j
BENDS & ELBOWS
PLUG -
BELL END--
);$.7./R7‘,›
ND--
y,›
DEAD END LINE
MINIMUM
WHERE REDUCER IS
USED, ROO BACK TO
TEE
•
AREA
TEE
FOR FUTURE CONNECTION
ROL' PLUG TO Fl T T I N G.
SEE TABLE
ARE A
.„ATE VALVE
ALL THRUST BLOCKS SHALL.
BE POURED AGAINST UNDISTURBED
\ SOIL. WHERE THIS 15 NOT PO SIBL`,
\ TIE ROS) SHAL:_ BE USED.
PLUGGED TEE FOR TYPICAL SECTION THRU
FUTURE CONNECTION THRUST BLOCK
THRUST BLOCK BEARING AREAS IN SQUARE i-EET..._._..____
,-
PIPE i Y0' 1 45' 2: 1/2'
'IZE j BEND ( BEND BEND
I.. T `h U •
_. ..
1 I
7,
4 O
4--
•
4 4
-t
2 :2t Y2 0
()
TEE I 1,ATE
VALVES
1- 1 3 7 3
4.5
'8
0 0
24
2B 0.7
2.0 0.5
20 05
1
SOIL BEARING PRESSURE IS ASSUMED TO BE 3000 P.S.F.
WHERE SOIL BEATING VARIES FROM ABOVE.
REQUIRED BLOCK AREA MAY BE MODIFIED ACCORDINGLY,
tN NO CA':,E SHALL BEARINGS AREA BE LESS THAN
2.0 FT. 50 STANCARD TEST PRESSURE I5
CONSIDERED 4,T (i.a t' >,!.
CONCRETE STRENGTH T() BE 3.000 F 5.' . 2; DAY
TEST. MINIMUM WER H r OF THRUST BLOCKS SHALL BE
1.000 LBS
THRUST BLOCKS FOR WATER MAIN
N i
frir
i
I
RIL NL
'E.R'N'H
NE TES.
JOINTS r RUM MAIN TC HYDRANT SHALL BE
HAF:NE `:EE MECHANICAL JOINTS OR FLANGE"
�'11VT5.
HYDRANT. JALVE & F; TINS. > TO BE 250 PS1 RATED
F•OLYTHYENE WRAP (WHEN REt)UIRED,1 SHALL_ L -OVER
AS`,EME.L) 7Rt)M HYDRANT BASE TO WATER MAIN
4 - LL HYDRANT LEAD PIPING: TO BE D ! P
--- RECESS ToP GF
VALVE BOX 1/8" TO 1/ '
BELOW FINISH GRADE.
LC,I
RA\'EL
[PAIN MATT iAL
SE' HYt)RAN ON x 15 x .4
I;I INL RETE C;R ';T INE `Sfi.AB
PR'';VICE A UINIML'M
H
•
FIR HY
INSTALLATION DETAIL
N -T c.
AD,JLISTABLE VAL-vE BOX
AUXILIARY GATE VALVE
(NORMALLY oPEN)
0" FL x M; • ;ATE VALVE.
4
a:
Mu X MJ X FLA GED TEE
SET VALVE ON 8.,x B'x 11,"
h'TNCRFTE OR STONE SLAB
6 `. TEEL E{.: 1,ABOVE
GRCI)NT';. PAIN EC BC:;E
LOCATE NEW CURE BOX 12" ON STREET ;''DC ----,
C'F PROPERTY LINE ExCEPT WHERE SIDEWALK
ON PR'OPER'TY LINE. THE.N DCA TE '_URB
SrCP 12' BEHIND BA(K OF WAiK
FINISH GRADE E.r: VA.T!'..)N
::ORP STOP ADJUST 4BL E
B.)X .ARCH -1 PATTERN 'h',/F,',t1TP,E`"
C( c' ('RATION
( PF.0 viDE LOOSENS .K Fl",R
1 EXPANSION & CONTRACTION
1YPL K COPPER . _ .-`
FUBING ,CON CIN;10.i1 ',
`\\ `
1
,. /;-3/ I rY; i/
ALL BRASS STRAP
&SADDLE.
NATER MAIN
z
d
al
I
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 ROD
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
APPLIES
CLEARANCE
AT HUB
/7
MIN. 2-#6 REBARS
ASPHALT COATED
STRAPS
(r---- -- T!E RODS WHERE APPLIES
MIN. 2 REQ'
TIE DOWN RODS --'
MIN 2-#6
THRIJST BLOCK
,SEE 'HART FOR
BEARING AREAS)
4
[PIPETMIN WEIGHT OF ANCHOR BLOCK
F:!ZE 90' BEN 45' BEND G2 T' BEND
. I 50 I51st+ 15G#
' 9')0# 450# 150#
5901 900# 450#
r i-, i 6.040# 2360# 680#
E
8' 1 12.280 f 5740# 1960#
NOTE WEIGHT OF CONCRETE EOUALS
150//CU FT.
\
45' BEND
}
"-----ONE PIPE LENGTH (MIN )
ANCHOR BLOCK (THRUST
UPWARD SEE TABLE FOR
SIZE) EXTEND BLOCK INTO
SIDES OF TRENCH.
TIE RODS
PIPE
SIZE
BEND
R()Lr
DIA
r1
LENGTH
OF ROD *
4'
90'
3/4'
22'
(A
45'
3/4"
7'
C)
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,,'
3/4"
4'
12"
90'
1 i/4'
78'
45'
3/4"
22'
22 '
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 S.
WORD "WATER"
(*4 OVER
PROVIDE 5'-.0" STEM ------
IF CALLED FOR IN THE
SPE. !FICA T10NS.
ADJUSTABLE C I VALVE ---------
BOX 5" BARREL
oMPRL ;ION
MATER.4 T( PREVENT
ROADWAY SHUCK FROM
BEING TRANSMITTED TO
"7" --
SEE
SEE THRUST -----
BLOCK DE TAIL
4
COVER SAME AS MAIN
RECESS TOP OF VALVE BOX
1 /8" TO 1/4" BELOW FINISH
GRADE
- GATE VA, VE
CLASS 2.50
MAIN LINE GATE VALVES TO
HAVE JOINTS SAME AS WATER
MAIN OR AS SPECIFIED FOP
MAIN LINE. FITTINGS.
GATE VALVE DETAIL
N.T.`.
TOPSOIL
- FL x!
CURB STOP & CoE-;PUNG
{
i
/- SERVICE LINE. EXTENSI1)N TO HOUSE
/ OR EXTENSION METER & VAULT, METER
/ INSTALLATION BY OTHERS. USE DILLECTR:C
UNION ,F GALVANIZED IRON PIPE
- SET CURB STOP CIN MASONRY SU `F'L) T
WATER SERVICE CONNECTION DETAIL
NTS.
NOTES
)1411
PAVEMENT REPLACEMENT SHALL MEET EXI I,
THICKNESSES AND KIND WITH THE FOLLOWING MINIMUMS.
ALPHALT SURFACING = 3" MIN.,
AGGREGATE BASE COURSE = 15" MIN.
IF WATER MAIN IS NOT UNDER ROAD SURFACE,
REPLACE TOP ONE FOOT OF TRENCH WITH
TOPSOIL AND REVEGETATE.
/ARIES
12" (TYP.
Bc + 18"
EXISTING ASPHALT TO
BE SAWCUT (TYP.)
1-- DEPTH OF ASPHALT &
I BASE COURSE COMBINED
S 18
----SLOPE TRENCH WALLS FOR
SAFETY PER CURRENT OSHA
& COSH REQUIREMENTS
- SELECT MATERIAL COMPACTED
TO 95% IF LOCATED IN ROADWAY
EASEMENT. COMPACTED 'C) 907:
F
LOCATED IN OTHER EASEMENTS.
LOTS OR SPACES, CLASS 6 AC GRE --
GATE BASE COURSE W1LL BE R= 0'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 UTILITY NOTES
1 THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED
ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION
PROVIDED BY UTILITY COMPANIES, .AND ACTUAL FIELD LOCATIONS IN
SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT
ACTUAL FIELD CONDITIONS. IT I5 THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION
OF UTILITIES PRIOR TO CONSTRUCTION.
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 IS
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 I5
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. THE NEW 8 -INCH WATER MAIN SHALL BE CONSTRUCTED AS CLOSE AS
PRACTICAL TO THE EXISTING 4 -INCH MAIN. WATER MAIN LOCATION
MAY BE VARIED WITH THE APPROVAL OF THE CITY. IF NECESSARY, TO
AVOID CONFLICT WITH EXISTING WATER LINE OR OTHER UTILITIES.
6. MAINTAIN A DISTANCE OF 10 FEET BETWEEN WATER LINES AND
SANITARY SEWER LINES (EDGE TO EDGE). iF THIS IS NOT POSSIBLE,
THE: ELEVATION OF THE CROWN OF THE SEWER SHOULD BE AT LEAST 18
INCHES BELOW THE INVERT CF THE WATER MAIN. IF NEITHER OF
THESE ARE POSSIBLE, CONSTRUCTION SHALL BE AS DIRECTED BY THE
CITY. SEE ENCASEMENT DETAIL ON DETAIL SHEET.
7. ALL EXISTING CURB STOPS AND MAIN LINE VALVE BOXES SHALL BE
ABANDONED BY SALVAGING THE ENTIRE BOX AND DELIVERING BOX TO
CITY,
8. THE SIZE AND MATERIAL OF EXISTING WATER LINES MAY VARY FROM
THOSE SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE
LXACT SILL BEFORE MAKING THE TIE-INS WITH THE PROPOSED WATER
LINES. NO ADDITIONAL PAYMENT WILL BE ALLOWED FOR ADDITIONAL
TRANSITION COUPLINGS THAT MAY BE REQUIRED
9 THE EXISTING WATER LINE SHALL BE ABANDONED BY CUTTING THE
EXISTING LINE AT EACH STREET INTERSECTION AND ONCE BETWEEN
INTERSECTIONS, AND INSTALLING A GROUT PLUG WITH A MINIMUM
VOLUME OF ONE CUBIC FOOT.
10. ALL MAIN LINE AND HYDRANT VALVE BOXES SHALL BE LOCATED IN THE
ASPHALT AND BROUGHT TO 1/4" BELOW FINISHED GRADE ELEVATIONS.
11. NEW 8" WATER MAIN TO DIP UNDER EXISTING SEWER SERVICES WITH A
MINIMUM OF 18" OF SEPARATION.
12. ALL UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE
MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE
CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL
CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE
FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERv;CES CAUSED BY THE
CONSTRUCTION
13. 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 CITY OF GLENWOOD SPRINGS.
14. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE
LIMITS WITHOUT THE PERMISSION OF THE CITY OF GLENWOOD SPRINGS
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR
15. CONTRACTOR TO NOTIFY WATER USERS 24 HOURS IN ADVANCE OF ANY
WATER SHUT DOWN. MORE NOTICE MAY BE REQUIRED FOR MAJOR
CONNECTIONS, SEE SPECIAL CONDITIONS.
16. NEW MAIN LINE VALVES TO BE LOCATED AT EXTENSIONS OF PROPERTY
LINES.
17. PRIVATE SPRINKLING SYSTEMS ARE SHOWN AS NOTED IN THE FIELD
IT IS LIKELY THAT THERE ARE ADDITIONAL SYSTEMS NOT NOTED.
IS THE RESPONS!BIL-ITY OF THE CONTRACTOR TO LEAVE EACH
SPRINKLER SYSTEM IN THE. SAME WORKING ORDER AS PRIOR TO
CONSTRUCTION
18 MOBILIZATION HAS BEEN ADDED TO THE BID SCHEDULE AS A SEPARATE
BID ITEM. PAYMENT FOR MOBILIZATION SHALL NOT EXCEED 5` OF THE
TOTAL CONTRACT BID.
19 PAGE OF B-87 OF THE BID SCHEDULE, BID ITEM NO. 22, SHOULD READ
"SIX INCH VERTICAL CONCRETE CURB AND GUTTER WITH 6" COMPACTED
CLASS 6 AGGREGATE BASE COURSE.. -'
20 CONTRACTOR SHALL NOT BEGIN STREET CONSTRUCTION UNTIL WATER
LINE CONSTRUCTION HAS BEEN COMPLETED, TESTED
EACH BLOCK. ASPHALT REMOVAL FOR WATER LINE CO \RY°
ONLY BE IN THE AREA FOR TRENCHING. ALL OTHER
SHALL REMAIN IN PLACE UNTIL THE. WATER LINE 15
CONTRACTOR iS READY TO BEGIN STREET CONSTRUCT
BLOCK. ALL TRENCH EXCAVATIONS SHALL BE BACKF,ISTRUCTION SHALL
COMPACTED ROAD BASF TD THF TDP OF ASPHALT PAVEX ISTING ASPHALT
`!+ F APPROVED AND THE
I�is a jION FOR EACH
n ILLED WITH
�:MENT OR CONCRETE
FOR TRAFFIC.
21 ALL WATER LINE EXCAVATION MUST BE BACKFILLED WITH NEW CLASS 6
AGGREGATE BASE COURSE.
22. ALL EXISTING AGGREGATE BASE COURSE ENCOUNTERED ON THE PROJECT
TO BE REMOVED FOR STREET SUBGRADE PREPARATION SHALL NOT BE
USED FUR WATER LINE BACKFILL. THE CONTRACTOR MAY DUMP THE
UNCONTAMINATED EXISTING ROAD BASE. AS APPROVED BY THE
ENGINEER, ON CITY--WONED PROPERTY WEST OF ROARING FORK DRIVE
AND SOUTHWEST FROM THE HIGH SCHOOL AS DESIGNATED BY THE
ENGINEER. ALL OTHER EXCAVATED MATERIAL TO BE REMOVED FROM THE
SITE WILL BE THE CONTRACTOR'S RESPONSIBILITY WrTH NO SEPARATE
PAY ITEM TO THE CONTRAOTCR
FIANUMNARY PLAN
'NOWT FOR
w
G
11II)
1--
1 DR. HMS
4D
\>
N
Ei!
(A
J
C)
(..)
CD
Ll..
PROJECT NO.
95060.01
1'
N.
N
/
{
1'
OPEN SPA CE
FPO
kf °WiF Ofp 7V•et S
Q4 1 Opb�7-0 O,SOM44 ee F('f<OH�B0GI 0
. '4aiLt
T f .
„90 -
ACO .4AZ� E Nr
oirr
/'
„A,
is
ir(1%
wr,
.777/
,`
/ to \`
L�
INTERCEPTOR
DRAINAGE SWALE-(SEE DETAH.
SHEET 10)
20 LF Cr*
INv. 6a 5054 CO
MV OUT - 5652.15
I
Ifr
— , -
i ` / (/»»:T:>
\v / '
\y ///;
/ k l
/ / + I
(
/ \
\•
—�_
\ .1 r
1'.
B
-CUT SLOPE JN THIS AREA)SSry� T• `
1.5:1. STABILITY TESTS WILL�BE 1 {
Iii
PR A REgCTERRO GEON IN T87N, ti1L I
--PRIOR ]C STCREQ GEON C I / {
SHALL BE RRONQED i0 THE�TO -- I
REVIEW AND APPROVAL` \� `�\ J
N
N\
"":"•-•::-_ / /
GRAUNG 10 PR
VALLEY TMIAEV (`5 _ ---.
`
ai o.6.. an
v.MILE VAVIR
G
iyPE
COOT
-, EERF�IN 7ERSECTION
DEE, ILS SH
a — i
EET 10
•
HEET" 7 T
h/CNwq Y 6
SEE NIERS CRONJ
DETAILS SHEET 10
49
1y \
/f/
°W\i
.\\� T�
i Mq
HSED EDGE Of ASPHALT
ON BURNING MOUNLAIN
A' CESS PERy6-
NOTES'.
1. NPOES PERMIT WILL BE REQUIRED BY SELECTED CONTRACTOR PRIOR
TO ANY CONSTRUCTION.
2. GRADING ALONG CASTLE VALLEY BOULEVARD TO MATCH PROPOSED
GRADES SHOWN IN BURNING MOUNTAIN PHASE 2 CONSTRUCTION
PLANS.
3. SEE LANDSCAPING AND IRRIGATION PLAN FOR REVEGETATION
AND EROSION CONTROL.
4. GRADING CONTOURS SHOWN ARE TO FINISH GRADE ELEVATION.
5. PARKING LAYOUT 15 APPROXIMATE. FINAL LAYOUT WILL BE
DETERMINED IN ACCORDANCE WITH P.U.D. REQUIREMENTS.
6. ORIGINAL GROUND CONTOURS HAVE BEEN PROVIDED BY OTHERS.
7. EROSION BLANKET SHALL BE PROVIDED ON DISTURBED SLOPES
AS NOTED ON LANDSCAPING PLAN SHEET 16.
8. SLOPE STABILITY FOR CUT SLOPES & RETAINING WALLS TO BE
MONITORED & APPROVED BY A REGISTERED SOILS ENGINEER.
LEGEND
DESCRIPTION
DRAINAGE FLOW
CULVERT W/ F.E.S.
EXISTING FENCE
EXISTING SPOT ELEVATION
EXISTING STRUCTURE
EXISTING EDGE OF TREES
R O W. LINE
SYMBOL
-v+
EXISTING EDGE F ASPHALT-
PROPERTY LINE
STORM INLETJBUILT WITH BURNING M.OIUGTAIN)
RIAIE' V -+r560407
V. = 5601,07
—soar_
R-ksik (Qv
IM ° O(� E 'C'
i£L
rq 04.00O/,000
N
/
I \
GRAPHIC SCALE
50 'W
tom._ _�izZ
( IN FEET )
1 inch - 60 tL
LJ
O
0
z
z
O
v
O
0
0_
O
S
a
U
N
z
0
ce
rid
d
0
3
PROJECT NO.
95025.05
SHEET 4
OF 16
/4-
• „ •
24:
,:4t;-16' 4.,/4.-,,,
44.• "0(' 4-
dc-iic• r-, i-ji-4 _ /04'-i4( 4 c,
s...0,7...);:" "1„. :1/4-; ifyi2 ...) xle:^641k 077‘. u..11?ci- 7, .716 ;,-:" );:).':).,...4 - ci 5..j. %.,...„/..i4
,c - ,-- y• 7-,-, TT- ,,, i "'ye CA ,
, "1,4 • - ,.•
'14 • 11. 4 A
4 1--)1--.,
"v,',..,,,,,,iv ‘-;t3 6,i, 1/41/.. ...c.b/i, •••36' i.,, ..,
0,- v' ,c-', oc4-:,4„•-,r'...',// r l'Aliss. N.
/ T
L.
1
••••••••-
R T t'P
ROAD PAVING SHALL.
B
r !
Lr le
=
T (.„,
'
•"!
1
.NTERSEC.TION •
ELS,r7 HEET iric,
,
[)RANA1[ L
- —
T
,;) ALL AV.. RE( (-4,APA(
A M:VMUM :;;.P &-)F
)
'44
LANE
C.L SS f.; AIRL.C,ATE ASE.
'4.. COMP ::.TE;,„ r' -0.;.%
.1A1,iiiiARD PR OC
LOWER ACCESS ROAD SECTION
STA. 1+50 TO STA. 2+50
1.4)
LC"
41:1
f, LL••x1;!: •-4`7;.,
: kt
—1 50 00VC' •••••
PVi 3+50
PO FAA
AC =
K = 47.5€
0 60X,
kti A T CHF.> 70
FAk/ AREA
1-.0- • •• Ut:'
H1CH POINT FLEV • 5:;17
PO 1; :JA',3
P rit
RV, =
12
K FA 1
1,0•1•1•141141.414.1.4.11.1.11.111...1111..1111.
1
,
• A I r ") • :
t- . fr_k
TA TQNIN JN7F,<1.1^,r, 'STA '(NN'.,
44••••••••••••••••••••141.1......
••••••••111,
•14114•••••••••*
•
414.:
CCESS ROAD
ET,;2:E Ai 7
77
„..
•
,
4 • 10, E - -
•••• • ' , •
•
2E.,"t-i12
lk,!'""••••;,/ OF/A 51-H-; r • -".„ -
/
P. pc;,:,..,f,.17) • A
'c';,;;• ,‘
IN,„!„,
f1(;••
.„•
ARIF v
9,INiNtOM DE
Tcgi
/ • .":)174tiki. tc. 1-3L Lii,;(2.es TIT
f Prreei•Y
• r%•.
4.
. AN
•-• LA. A • :s, A, •;..11 1!..;
.0up .„,: ,A T 75%
TOR
LOWER ACCESS ROAD SECTION
TA. 2+50 TO STA. 8+50 & PARKING AREAS
• — „
•
! • 1
iFr
•
.i
•!: .,,
. .
•
•••••••••m...
f DP- 4 rs,4“ i
"• Mr, Ok:vi 4
t.t 77
.;Lt
1•13.
LEGEND.
DESCRIPTION
•F: C:1;
vv, F
11N',
!'
1
1N EE1 )
1 rrh ,: 4') f
SYMBOL