HomeMy WebLinkAbout1.01 Plat0 WNER/APPLICANT,
'LANNER:
CAR30NDALE LAND DEVEL OPMENT CORPORA TION
C/O SCOTT WRITER
P. 0. BOX 9705, ASPEN, CO. 61652
TELEPHONE- 920-4477
SHEET INDEY
- COVER SHEET
1 PRELIMINARY PLA T
2 ROAD PLAN, VEGETA TION & TOPOGRAPHY MAP
J ROADWA Y PROFILE
4 DRA INA GE PLAN
5 UTILITY PLAN
6 WATER DETAILS
7 WATER DETAILS
8 TYPICAL ABSORPTION SYSTEM
PREPARED BY.•
SCHMUESER GORDON MEYER INC.
7007 GRAND AVENUE SUITE 2—E
GLENWOOD SPRINGS, COLORADO
81601 (ZOJ) 945-1004
ENGINEERS
SURVEYORS
SCHMUESER
GORDON MEYER
PROS CT ENGINEER:
DEAN W. GrRDON, P.E. #14507
i
_ v,d o 2a
sico«• _ -,� WOODEN DEER
f7/V/S/ONLi
o
�,.
28
2 -- -
-.
'- _
Sutank7- ,' h — I . RIVER
�
— — y a.. 6 ' — -- -- —
ti
33 4
35
„ Carbondale — a
—__---
--------Whitt
--------------------
VICINITY MAP
CURVE
RADIUS
LENGTH
67.92'
I IANUtN l
38.12'
urnumu
64.35'
N
Ov Mlllv
52'09'13"
W
�� • •
64'51'24"
C1
C2
60.00'
100.00'
72.89'
38.15'
71.28'
S
40'36'20"
E
41'45'37"
C3
100.00'
57.33
29.48'
56.55'
N
45'03'39"
W
32'50'59"
C4
200.00'
182.22'
97.98'
175.98'
S
54'44'13"
E
52'12'08"
C5
100.00'
150.54'
93.66'
136.72'
N
56'02'12"
38'50'12"
E
W
86'15'01
51'51'00"
C6
100.00'
90.50'
48.61'
37.66'
87.44'
70.49'
S
N
44'07'30"
E
41'16'25"
C7
C8
100.00'
100.00'
72.04'
76.88'
40.45'
75.00'
S
45'30'41"
W
44'02'47"
C9
100.00'
303.22'
1826.24'
199.70'
N
19'19'53"
W
17343'54"
C 10
100.00'
148.86'
92.10'
135.49'
S
63'33' 10"
E
85' 17' 18"
C11
100.00'
155.69'
98.62'
140.43'
N
65'30'36"
W
89'12'09"
C12
120.00'
392.81'
1817.92
239.48'
S
16'20'05"
E
187 33'11"
C13
1179.05'
761.84'
394.75'
748.65'
N
58'55'53"
E
37'01'17"
C14
100.00'
77.87'
41.03'
75.91'
S
62'43'38
W
E
44'36'49"
168'05'49"
C15
50.00'
146.69'
190.48'
479.63'
110.50'
99.46'
177.93
N
S
00'59'08"
46'41'04"
E
7245'25"
C16
C17
150.00'
225.00'
96.46'
48.98'
95.73'
N
22'35'18"
W
24'33'51"
C18
175.00'
232.04'
136.65'
215.41'
N
72'51'21"
W
75'58'16"
ENGINEERS
SGMSURVEYORS
SCHMUESER
GORDON MEYER
SCHMUESER GORDON MEYER INC.
1001 GRAND AVENUE, SUITE 2-E
GLENWOOD SPRINGS COLORADO 81601
ASPEN 945-1004 (FAX)
(30� 925 567278
L 1 S 84'3455" E 10.00'
L2
N
19'4331
W
49.16'
L3
N
6129'09"
W
86.97'
L4
S
28'38' 10"
E
23 58'
L5
S
80'50'17"
E
101.12'
L 6
L 7
S
N
2J29'1 7-
20'5431 "
W
W
99.93'
57 99'
L8
N
695320"
E
101.55'
L9
N
77 'JI"
E
48.62'
L 10
N
85'02'03"
E
24.93'
L 1 1
S
83'03'47"
E
47 06'
L 12
N
1 D' 18 22"
W
89.22'
GENERAL NOTES: I I
1) TOPOGRAPHY LINES & EXIST/NG CONDITIONS TAKEN FROM POWERS
MAP DlGl17ZED FROM MAP PREPARED BY RE/OS AER/AL
MAPPING, 1580 CHESTER STREET, AURORA, COLORADO.
OCT. 1991.
2) REMOVE ALL VEGETATION AND PLANT MATERIAL AS WELL AS TOPSOIL,
STOCKPILE TOPSOIL FOR REPLACEMENT ON CUT AND FILL SLOPES.
3) SCARIFY EXISTING SUBGRADE PRIOR TO CUT/FILL OPERATIONS.
SCARIFY TO A DEPTH OF 6" AND RECOMPACT ANY SUBGRADE AREAS
WHICH WILL RECEIVE BASE COURSE MATERIAL DIRECTLY COMPACT
ALL SUBGRADE MATERIALS TO 95% STANDARD PROCTOR.
4) NO IMPORT SUBBASE MATERIALS WILL BE REQUIRED OVER THE
BULK OF THE ROADWAY. AFTER EARTHWORK OPERATIONS ARE
COMPLETED, PROOF -ROLL ALL EXISTING PREPARED SUBGRADE
SURFACES. AT DIRECTION OF ENGINEER, REMOVE ALL SOFT AREAS
AND REPLACE WITH IMPORTED CLASS 2 SUBBASE MATERIAL.
5) CONSTRUCT ROADWAY STRUCTURAL SECTION AS SHOWN IN TYPICAL
SECTION SHEET 3 OF 8.
6) BASE COURSE MATERIALS TO BE CLASS 6, COOH SPECIFICATIONS.
7) CHIP/SEAL SURFACING TO CONFORM TO CDOH SPECIFICATIONS FOR
PLANT MIX SEAL COAT USE AGGREGATE SIZE OF J14 --
n 7"O
/4".
nr0 ODENT D�'�'� SUBDJVYSJON
LEGEND
OLOT NUMBER & POTENTIAL BUILDING LOCATION
PERMITTED WELL (NOT DRILLED)
A ACTIVE WELL LOCATION
o PUMP HOUSE LOCATION
SCALE.- I"= 100'
CONTOUR INTERVAL 2'
PRELIMINARY PLAN SUBMITTAL 1/21/92
ROAD PLAN,
VE L/ TION &
TOPOGRAPHY MAP
,Job No. 91147
Drawn by: RM ZoFc-
Dote: 1/21/92
Appr. by: DWG
200' VC
6600 : / N 4.1 6560
2
00�° FINISHED GRADE N m N II I
x12• o, II II W ooy.
0o Q�, viW x12'
s5ao ..... 6540
: ^ ... ; W .. .... / .
M� oN �N �^ ^
/ Lb Lo Ub �b r^ Go �00
^ �b 150' VC W
a ✓
to(o to (o ko L ( W to
b e 6520
6560 40+00 41+00 42+00 43+00 o
_ roto + : EXISTING GRADE
co
J II II . It N �_ e
950' W.� Lni� �.W 6500
6540\ n n Lr)
c.i - N h vj j a 1+ Lki Wcy, U - �-
o m <o V c 4 O r tti N n ri a0 p d U N p m b Q °� 2
dno u°i a �N octi �^ °nO 0000 mrn mq oo Ln (Do �N �N �"� �d �d N +v bN� : FINISHED GRADE
h h h o h o h m h p h h cob o tp D b D to o b o tpco b D b D b O V b �? b O //
b b b b b b b b Ili^ �l
II 6480
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 h p >� IILu
90%
\ o��
^e} N
150' VC II II �� U.0 rn b ^b h��
'Nr' +v N z
v N � W lu o, to ^ b N V �. .: 6460
rn o ',f U. U +3 33� 'i II , N �, ; . Z
6460 rn ,� � m m ti b^
b W
o� O Ob It II V r U U QW U U
NO II II � J / �^ e� n� mm� W W 6440
200' VC '* W m ti
6440. II W > j 1�00� tO b b 160' VC
WW �b n IIS
rn Pur STA 4+91.92 W 'IIt
W
m PVl ELEV = 6403.39 rn h V U ecu to 6420
It + b b >> ti U U
b W ,,. ,
6420: ? m m m m `u `u
,K LIJ
PVI STA = 0+30.00 cn W b W
PVl ELEV = 635X.20 , 150' VC
20' VC m Silm W W V j e•�� �/ 6400
6400. g
oe oh
. . . . . . . . . 6380
63800 II 4 rn Noi
J ~ J x 10 00 / O ai io e90 � h : : SCALE -
(n 1"= 100' HORZ.
^0- 0 4 b ° II 1 "= 20' VERT.
SulW to i� II CENTERLINE ROAD STATIONING 6360
m m II EXlST1NG GRADE ELEVATION 'TYP.)
6360 O p® y Q b W
�4• PRELIMINARY PLAN SUBMITTAL 1/21/92
I STA 0+20. 30" FINISHED GRADE ELEVATION(TYP.)
CMP ® 1' e 2 160' VC 6340
STA. 0+00 to „
DATUM ELEV ELEV. 6356.00E
6340. 00 b O b ^ N O O O o O b N b N N N N ^ V• h b O n '� ^ N N^ o n b o N ,,� h ^ c o m b N rh p o^ o yd', 0 n o t j rn N m ao ^ m^ cD h N N m n m^ o^ m^ ao
O O N O N O o M O O ^ r h „� N^ d h o n b co y o d y r V .} .} N O o O m b o N b ao p n o b o O d op o n b y .r h N rn U) N n O n 06 oo ap C4 ri nj a h m ap O N tij a td a Qi n V co td o of N o b M b co N n ap co y n p
o r j of N tl 7 00 00 m m m m m o 0 o N M
o O N N N N N N N N o op oI o m o^ ui nj o ^ r Hj op 7 0 C6 ri ry N h o ap N o n n ao a0 00 0o n ^ n ^ ao r� ap b b o� o� O O O O N N "� d h
to o e� r a ria r o a N d N 06 W N 000) a 0p m N m tp m O o `� o b N o
u� n o n n^ n^ a0b map m� a of MOS MOi �� Mb �b Mb M� Mai MO �O �O dN clidry �� �� �� a V dh a h d h �h �b �b �1� �I� �b �b �b d b c �d W to to t e} (Dto (D Mh �h �h M ry Mb c(D Nh nh �b cnto [1to
b 00 00 b cD b cD b co tip cD b m b m b �� b m b to cD tp b n b cD to m b � b n b m b m b co b b m b b co b b b co b b co b b m b co to to b b b b cD b co ca co b b co b b m b co b b cp b cp b co b cD b cD b cp b ca b cD b coD b co b cp b cp b cp b b co
b
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 ,Y 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
REVISION DATE lo= 91147
60' ROAD & UTILITY EASEMENT (N.T.S.) _I
24'
2'
10' 1 10' 2' 3' 3
HLD
HLD
EASEMENT
3x 39 151
2,1
..
.......................6780
PREPARED NATIVE
4" CLASS 2 / 4" CLASS 6 12" DEEP
SUBGRADE (95%
OR 8" CLASS 6 AGGREGATE DITCH
6780 ......................
......... .....
BY ENGINEER IN FIELD
24'
........
SCALE: 1'= 5'
60' ROAD do UTILITY EASEMENT (N.T.S.) _
20
2' 8' 81 L 2 3' 3
SHLDJ HLD
EASEMENT
15,1
3X 3g,
O
3/4" CHIP & SEAL SURFACE
PREPARED NATIVE
SUBGRADE (95%
4" CLASS 2 / 4" CLASS 6 12D
OR 8" CLASS 6 AGGREGATE DITCH
PROCTOR DENSITY)
BASE COURSE AS DETERMINED
BY ENGINEER IN FIELD
20'
ROAD WA Y TYP. SECTION
SCALE- 1"= 5'
^^
200' VC
n
J6 760
6760.
. . . . . . . . .
200' VC
^N
^�
�N
SnW4i,
�Oo
oi o 03%
II It
.0
NO
. II
q It
II.
b II
/ j
6740
12" DEEP DITCH
6740
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II
II Q
En �"
�
W/ 2:1 .SIDE
AROUND
v
e
~
cn W
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Q
W iu
0p9%
SLOPES
CUL—DE-SAC
I
p
W
Lo W ;
W.0
CL CL
12.
^
^ ^
^ ^
(TYPICAL)
Qrl
6720
6720
—2.36%
100' VC/
m
m
II�
h J
.
o �
rn. % .
.
/
:
: W .
j
6700
6700..Ltj
Oh
-it'dto
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125
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rnto
II
e W
m
m100' VC
it
U
II
e
W
/
ap
6680
6680.
to
w
SCALE. 1 "= 100' HORZ.
+6.00 °
1"= 20' VERT. m
m
R
CENTERLINE ROAD STATIONING
f O h
o�
o ^
EXISTING
GRADE ELETION
ELEVATION
(TYP.)
6660.
b
/
�
II
II
II II
FINISHED
GRADE ELEVATION
(TYP.)
II
p
Q
e W
6640
6640:
/
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j
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r) ^ r7
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d r j
r-
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nb
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n� nn
mb tDc°
nn nn
cob cob
cob
ID to 0 Ob
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coDb
tDb
coDb Db
cob Db
Oca �
/
EXISTING GRADE
100'
VC
a
6620
44+00
45+00
46+00
47+00
48+00
49+00
50+00
51+00
52+00 53+00
200' VC
6600 : / N 4.1 6560
2
00�° FINISHED GRADE N m N II I
x12• o, II II W ooy.
0o Q�, viW x12'
s5ao ..... 6540
: ^ ... ; W .. .... / .
M� oN �N �^ ^
/ Lb Lo Ub �b r^ Go �00
^ �b 150' VC W
a ✓
to(o to (o ko L ( W to
b e 6520
6560 40+00 41+00 42+00 43+00 o
_ roto + : EXISTING GRADE
co
J II II . It N �_ e
950' W.� Lni� �.W 6500
6540\ n n Lr)
c.i - N h vj j a 1+ Lki Wcy, U - �-
o m <o V c 4 O r tti N n ri a0 p d U N p m b Q °� 2
dno u°i a �N octi �^ °nO 0000 mrn mq oo Ln (Do �N �N �"� �d �d N +v bN� : FINISHED GRADE
h h h o h o h m h p h h cob o tp D b D to o b o tpco b D b D b O V b �? b O //
b b b b b b b b Ili^ �l
II 6480
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 h p >� IILu
90%
\ o��
^e} N
150' VC II II �� U.0 rn b ^b h��
'Nr' +v N z
v N � W lu o, to ^ b N V �. .: 6460
rn o ',f U. U +3 33� 'i II , N �, ; . Z
6460 rn ,� � m m ti b^
b W
o� O Ob It II V r U U QW U U
NO II II � J / �^ e� n� mm� W W 6440
200' VC '* W m ti
6440. II W > j 1�00� tO b b 160' VC
WW �b n IIS
rn Pur STA 4+91.92 W 'IIt
W
m PVl ELEV = 6403.39 rn h V U ecu to 6420
It + b b >> ti U U
b W ,,. ,
6420: ? m m m m `u `u
,K LIJ
PVI STA = 0+30.00 cn W b W
PVl ELEV = 635X.20 , 150' VC
20' VC m Silm W W V j e•�� �/ 6400
6400. g
oe oh
. . . . . . . . . 6380
63800 II 4 rn Noi
J ~ J x 10 00 / O ai io e90 � h : : SCALE -
(n 1"= 100' HORZ.
^0- 0 4 b ° II 1 "= 20' VERT.
SulW to i� II CENTERLINE ROAD STATIONING 6360
m m II EXlST1NG GRADE ELEVATION 'TYP.)
6360 O p® y Q b W
�4• PRELIMINARY PLAN SUBMITTAL 1/21/92
I STA 0+20. 30" FINISHED GRADE ELEVATION(TYP.)
CMP ® 1' e 2 160' VC 6340
STA. 0+00 to „
DATUM ELEV ELEV. 6356.00E
6340. 00 b O b ^ N O O O o O b N b N N N N ^ V• h b O n '� ^ N N^ o n b o N ,,� h ^ c o m b N rh p o^ o yd', 0 n o t j rn N m ao ^ m^ cD h N N m n m^ o^ m^ ao
O O N O N O o M O O ^ r h „� N^ d h o n b co y o d y r V .} .} N O o O m b o N b ao p n o b o O d op o n b y .r h N rn U) N n O n 06 oo ap C4 ri nj a h m ap O N tij a td a Qi n V co td o of N o b M b co N n ap co y n p
o r j of N tl 7 00 00 m m m m m o 0 o N M
o O N N N N N N N N o op oI o m o^ ui nj o ^ r Hj op 7 0 C6 ri ry N h o ap N o n n ao a0 00 0o n ^ n ^ ao r� ap b b o� o� O O O O N N "� d h
to o e� r a ria r o a N d N 06 W N 000) a 0p m N m tp m O o `� o b N o
u� n o n n^ n^ a0b map m� a of MOS MOi �� Mb �b Mb M� Mai MO �O �O dN clidry �� �� �� a V dh a h d h �h �b �b �1� �I� �b �b �b d b c �d W to to t e} (Dto (D Mh �h �h M ry Mb c(D Nh nh �b cnto [1to
b 00 00 b cD b cD b co tip cD b m b m b �� b m b to cD tp b n b cD to m b � b n b m b m b co b b m b b co b b b co b b co b b m b co to to b b b b cD b co ca co b b co b b m b co b b cp b cp b co b cD b cD b cp b ca b cD b coD b co b cp b cp b cp b b co
b
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 ,Y 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
REVISION DATE lo= 91147
60' ROAD & UTILITY EASEMENT (N.T.S.) _I
24'
2'
10' 1 10' 2' 3' 3
HLD
HLD
EASEMENT
3x 39 151
2,1
3/4" CHIP dr SEAL SURFACE
PREPARED NATIVE
4" CLASS 2 / 4" CLASS 6 12" DEEP
SUBGRADE (95%
OR 8" CLASS 6 AGGREGATE DITCH
PROCTOR DENSITY)
BASE COURSE AS DETERMINED
BY ENGINEER IN FIELD
24'
ROADWA Y TYP. SECTION
SCALE: 1'= 5'
60' ROAD do UTILITY EASEMENT (N.T.S.) _
20
2' 8' 81 L 2 3' 3
SHLDJ HLD
EASEMENT
15,1
3X 3g,
2,1
3/4" CHIP & SEAL SURFACE
PREPARED NATIVE
SUBGRADE (95%
4" CLASS 2 / 4" CLASS 6 12D
OR 8" CLASS 6 AGGREGATE DITCH
PROCTOR DENSITY)
BASE COURSE AS DETERMINED
BY ENGINEER IN FIELD
20'
ROAD WA Y TYP. SECTION
SCALE- 1"= 5'
200' VC
6600 : / N 4.1 6560
2
00�° FINISHED GRADE N m N II I
x12• o, II II W ooy.
0o Q�, viW x12'
s5ao ..... 6540
: ^ ... ; W .. .... / .
M� oN �N �^ ^
/ Lb Lo Ub �b r^ Go �00
^ �b 150' VC W
a ✓
to(o to (o ko L ( W to
b e 6520
6560 40+00 41+00 42+00 43+00 o
_ roto + : EXISTING GRADE
co
J II II . It N �_ e
950' W.� Lni� �.W 6500
6540\ n n Lr)
c.i - N h vj j a 1+ Lki Wcy, U - �-
o m <o V c 4 O r tti N n ri a0 p d U N p m b Q °� 2
dno u°i a �N octi �^ °nO 0000 mrn mq oo Ln (Do �N �N �"� �d �d N +v bN� : FINISHED GRADE
h h h o h o h m h p h h cob o tp D b D to o b o tpco b D b D b O V b �? b O //
b b b b b b b b Ili^ �l
II 6480
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 h p >� IILu
90%
\ o��
^e} N
150' VC II II �� U.0 rn b ^b h��
'Nr' +v N z
v N � W lu o, to ^ b N V �. .: 6460
rn o ',f U. U +3 33� 'i II , N �, ; . Z
6460 rn ,� � m m ti b^
b W
o� O Ob It II V r U U QW U U
NO II II � J / �^ e� n� mm� W W 6440
200' VC '* W m ti
6440. II W > j 1�00� tO b b 160' VC
WW �b n IIS
rn Pur STA 4+91.92 W 'IIt
W
m PVl ELEV = 6403.39 rn h V U ecu to 6420
It + b b >> ti U U
b W ,,. ,
6420: ? m m m m `u `u
,K LIJ
PVI STA = 0+30.00 cn W b W
PVl ELEV = 635X.20 , 150' VC
20' VC m Silm W W V j e•�� �/ 6400
6400. g
oe oh
. . . . . . . . . 6380
63800 II 4 rn Noi
J ~ J x 10 00 / O ai io e90 � h : : SCALE -
(n 1"= 100' HORZ.
^0- 0 4 b ° II 1 "= 20' VERT.
SulW to i� II CENTERLINE ROAD STATIONING 6360
m m II EXlST1NG GRADE ELEVATION 'TYP.)
6360 O p® y Q b W
�4• PRELIMINARY PLAN SUBMITTAL 1/21/92
I STA 0+20. 30" FINISHED GRADE ELEVATION(TYP.)
CMP ® 1' e 2 160' VC 6340
STA. 0+00 to „
DATUM ELEV ELEV. 6356.00E
6340. 00 b O b ^ N O O O o O b N b N N N N ^ V• h b O n '� ^ N N^ o n b o N ,,� h ^ c o m b N rh p o^ o yd', 0 n o t j rn N m ao ^ m^ cD h N N m n m^ o^ m^ ao
O O N O N O o M O O ^ r h „� N^ d h o n b co y o d y r V .} .} N O o O m b o N b ao p n o b o O d op o n b y .r h N rn U) N n O n 06 oo ap C4 ri nj a h m ap O N tij a td a Qi n V co td o of N o b M b co N n ap co y n p
o r j of N tl 7 00 00 m m m m m o 0 o N M
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to o e� r a ria r o a N d N 06 W N 000) a 0p m N m tp m O o `� o b N o
u� n o n n^ n^ a0b map m� a of MOS MOi �� Mb �b Mb M� Mai MO �O �O dN clidry �� �� �� a V dh a h d h �h �b �b �1� �I� �b �b �b d b c �d W to to t e} (Dto (D Mh �h �h M ry Mb c(D Nh nh �b cnto [1to
b 00 00 b cD b cD b co tip cD b m b m b �� b m b to cD tp b n b cD to m b � b n b m b m b co b b m b b co b b b co b b co b b m b co to to b b b b cD b co ca co b b co b b m b co b b cp b cp b co b cD b cD b cp b ca b cD b coD b co b cp b cp b cp b b co
b
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 ,Y 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
REVISION DATE lo= 91147
SEE QUAD MAP FOR BASIN BOUNDARY BEYOND TOPOGRAPHY
LEGEND
��'6FS/ / may/ AO BASIN DESIGNATION
_ 1 / / 100)
BASIN BOUNDARY
• POINT OF CONCENTRATION
ENGINEERS SCHMUESER GORDON MEYER INC.
SGM
SURVEYORS
1001 GRAND AVENUE, SUITE 2—E
GLENWOOD SPRINGS. COLORADO 81601
GORDONER ASPEN,945-1004 COLORADO (303) 925-67248
ORDON MEYER
jl E., 1' = 100'
CONTOUR INTERVAL = 10'
26
=Do DIRECTION OF DRAINAGE FLOW
CULVERT (SEE ROAD PLAN OR DETAILS)
= 2 CFS
= 4 CFS
QUAD IVAP
SCALE: 1" = 2000'
PRELIMINARY PLAN SUBMITTAL 1/21/92
WOODEN DEER SUBDIVISION
NumR—
RENSION
DATE
BY
DRAINAGE
PLAN
Job No. 91147
4
Q
OF U
Mmoo
Drawn by: A/C
Dore: 1122192
,Opr. by. DWG
D . Nome. WOODRAN
(2) 2-1/2"
45 • BENDS
EXTEND 6" DRAIN PIPE
TO OA PLIGHT WINO, 24
MESH ALUMINUM SCREEN
ON OUTLET
)o
6" D.I.P. / 6" GATE
0 oVAL VE
o O,
c) OA
VAL VE
/----
SANITARY WELL SEAL
ELECTRICAA WIRE SPL/CE
LEAVE 24 OF EXTRA CABLE
COILED INSIDE CASING
5 EXISTING GRADE
6" RISER
CONNECT CHLORINE SOL LITTON
LINE TO WATER NA/N
'3 Fs J
PIPE
5x 5x 4" CONC.
RISER PIPE
03 PAD W/ W. W. M.
WA 7ER LINE TO
CONTROL BUILDING
8.0'f
PI 7L ESE UNI T
SEE SE0710N A—A
SCREENED 12" SCREENED
ROOF VENT 24" AWWA
J
ROOF OPENING
,0
GROUT SEAL
5 Ot 000
°
SCHEDULE 40 GAL V.
L�
��P�RPp105
)00
g
2A"
t�P
CENTER
OF TANK
SIZE AS PUMP OUTLET)
�2
24" SHELL
3 -WIRE SUBMERSIBLE
BOTTOM TANK MANWAY
ELEV. = 67601
8
NO TES:
1) TANK /S LOCATED OUT OF ANY
100 YEAR FLOOD PLAIN.
2) ROOF ACCESS LADDER BEGINNING B' OFF
GROUND WITH SAFETY CAGE REQUIRED;
INSTALL SAFETY HANDRAIL SYSTEM ON
TANK PERIMETER EACH SIDE OF LADDER.
6" OVERFLOW
PIPE
_)t
OC
RING
7'-0" MIN.
8'-0" MAX.
CHLORINE FEEDER
(INJECTOR)
CHLORINE GAS
FEED LINE
(1" P. E)
WEIGHT
SCALE
1" P.E. CHL ORINE
INJECTOR
WATER SUPPLY
HEA TER
BASE J�
5.00' - 6" CONCRETE FLOOR
12"x 12„ SLAB W/ WWM.
FOO TER
(CONTINUOUS)
TO STORAGE
TANK 3" SCH. 40 PVC
(REDUCE TO 2 1/2" APPROX.
5' FROM EDGE OF BU/LOINC)
NO 7E -
ALL PIP/NG WITHIN BUILDING
TO BE SCH. 40 GALVANIZED;
TRANSITION BETWEEN STEEL
& PVC 6" ABOVE FLOOR
EXHAUST FAN (LOCA TE BE W17 N AND 6'
ABOVE FIN/SHE I OR)
I" P. E. CHLORINE FEED
SOLUTION LINE
2" WATER ME R
2'x 3" RE CE S
1-3" STRAIN R
3" VAL VE VAL lE
CHL OR/NA TOR STEEL SLEEVE
PUMP b (TYPICAL) (2)
HEA TER r\\77
/�\�/�\�
.I" LINE TAP 5.00'
(TYPICAL)
� 3" SCH, 40 PVC
--3" 90' SHORT RADIUS
ELBOW (TYPICAL)
SEC TION A -A
SCALE. 1/2" = 1'
WELL FIELD
1 1/2" AIR VENT W1 124
ALUMINUM INSECT
SCREEN OR EQUIV.
NDN -FUSED DISCONNECT
TYPE OF BURIED
CABLE TO CONTROL
BLDG. 24" BURY
SANITARY WELL SEAL
ELECTRICAA WIRE SPL/CE
LEAVE 24 OF EXTRA CABLE
COILED INSIDE CASING
5 EXISTING GRADE
N
CONNECT CHLORINE SOL LITTON
LINE TO WATER NA/N
EXHAUST FAN, DUCT
5x 5x 4" CONC.
03 PAD W/ W. W. M.
WA 7ER LINE TO
CONTROL BUILDING
8.0'f
PI 7L ESE UNI T
SEE SE0710N A—A
6' BURY
GROUT SEAL
5 Ot 000
GA L. WA TER S TORR GE
SCHEDULE 40 GAL V.
i -
PIPE; 2" TO 3" (SAME
SIZE AS PUMP OUTLET)
3 -WIRE SUBMERSIBLE
7" S7EEL CASING
A
PUMP CABLE, ATTACH
HEATER
AT 20' INTERVALS
TO WELL FIELDA
ONE (1) UNDERWATER
SPLICE PERMITTED
K -PACKER
CHECK VALVE (WITHIN
5' OF PUMP DISCHARGE)
OF PUMP A T 180'
BELOW TOP OF CASING
5 1/2" PVC
PERFORA TED CASING
1
PRELIMINARY PLAN SUBMITTAL 1/21/92
PLAN l
CONNECT CHLORINE SOL LITTON
LINE TO WATER NA/N
EXHAUST FAN, DUCT
✓ I ,
SEE SE0710N A—A
TO EXTEND TO WI7HIN
6" OF FINISH FLOOR
5 Ot 000
GA L. WA TER S TORR GE
TA NK
i -
NOT TU SCALE
A
HEATER
3" VALVE HEATER
TO WELL FIELDA
SUBMERSIBLE PUMP
SET BOTTOM
OF PUMP A T 180'
BELOW TOP OF CASING
J. SCH. 40 PVC
3" STRAINER
2" WATER METER
EXTEND TO 5'
HOSE
3 x 2" REDUCER
OUTSIDE BUILDING
B/BBS
Z
CHLORINE SCALE
& CHLORINATOR
_
Z
CHL OR/NE
CON TROL
NO TES'
ROOM
ROOM
_ _ - - 1. PROVIDE A NON-FUSED DISCONNECT FOR EACH PUMP
Q
SPARE CHLORINE
O
k
o
_
-
- - - - - - AT WELL HEAD.
CYLINDER (2J STORAGE
WITH RESTRAINING
--
CONDUIT FOR ELECTRIC SERVICE 2. INSURE THAT PROPER BONDING IS PROVIDED.
TANK WALL
N
BRACKET
3. RUN NECESSARY CONTROL CABLE FROM 'SUBTROL"
U
MOUNT PANELS ON 3 4'
/ TRANSMITTER TO SUBTROL" RECE/VER.
PAINTED FINISH GRADE
WALL HEIGHT = 16'
PLYWOOD BACKING
2-40W FLOURESCENT
BULBS (7 R£00.)EXTER/OR
CHL ORINE GA S
7.00' -- --
3.00'
MASK ENCLOSURE
TYPICAL
LOUVERED
AT
LIGHT
SW,TGH
DOOR SWITCH FOR BOTH �
EXTERIOR
LOUVERED
INTAKE AT WELL PUMP INS TA L L A TION
3" ASPHAL T (COLD
PATCH NOT ALLOWED)
IN
CEILING
EXHAUST FAN & CHLORINt \
ROOM LIGHT \\1
_
LIGHT SWITCH\
CE7LlNC
NOT TO SCALE
DANGER -CHLORINE GAS" SIGN
-
MOUNTED 72" ABOVE FLOOR
SLOPE
SLOPE
TANK FLOOR
TOP OF FOUNDATION
4 " CONC. 0 ` c
W/�
q-�
FREFZELESS i
WALL HYDRANT
EXHAUST
FAN SWITCH
PAO
o
SLAB
W. W. M.
LIGHTS
TCN WATER LINE CONSTRUCRON NOTES
0 0
O
0 00
0 00 o
o
EXHAUST FAN SWITCH
1) BED PVC PIPELINES WITH 3/4" BASE COURSE, 4" BELOW
00�(
�v0
OQO°O(
0O o� SUBGRADE
INTERIOR LIGHT SWITCH
TO 6" ABOVE PIPE, COMPACTED TO 95i DENSITY.
3" OILED
2) PROVIDE CONCRETE THRUST BLOCKS, MINIMUM 3.0 SQ.
.\� •`
/�� SANDg"
1/4"x 12" S7EEL
RETAINING RING
OF 3/4" BASE COURSE
95Z COMPACTION (ASTM D 698)
FT. BEAR/NG AREA ON ALL BURIED FITTINGS
3) PRESSURE TEST AT 200 PS/,- LINE JOINTS AND FITTINGS
B" to 12" OF 3/4" BASE
TO BE LEFT OPEN FOR VISUAL TEST FOR 2 HOURS,- GENERAL NOTES'
COURSE 95Z COMPACTION
PREPARED SUB DE
ANY LEAKAGE WILL BE REPAIRED. 1) WALL AND FLOOR SLEEVES TO BE AIR AND WATER TIGHT
(ASTM D 698)
_ 12' MAX.,
S' MIN.
4) DISINFECT LINE BY ATTACHING CHLOR/NE TABLETS TO TOP 2) ALL ELECTRIC WORK PER NEC CODE.
B -B
OF E DURING INSTALLATION, 2 TABLETS PER 20'
3) CHLOR/NE ROOM DOOR TO BE PROVIDED W/7}i
SECTION
REQUIRED.
A 12 x 12" SHA TTERPROOF WINDOW,• L OCA TE
SCALE 1/2" = 1'
CONTROL
BUILDING
5) COMPACT BACKFILL TO 95Z UNDER AND WITHIN 5' OF WINDOW 2'-6" ABOVE FINISHED FLOOR ELEVATION.
BUILDING AND TO 90% ELSEWHERE DOOR TO HA VE LOCK TNA T /S LOCKED A T ALL
OPERATING FLOOR PLAN
TIMES FROM THE OUTSIDE AND UNLOCKED AT ALL
TIMES FROM THE /NS/DE. DOOR TO BE
WEA THERSTRIPPED ON ALL EDGES
SCALE 1/2"
= 1'
4) MAINTAIN BUILDING DIMENSIONS AS SHOWN,- ARCHITECTURAL
DETAIL BY OWNER AT 77ME OF CONS 7RUCTION,
PRELIMINARY PLAN SUBMITTAL 1/21/92
1/4" PLYWOOD
FACE OF PIPE
DEAD END
7RENCH W107H
AS SPECIFIED 4 V. ,
SEE TABLE FOR AREA
OF CONCRETE TO BEAR
ON UNDISTURBED EARTH
MIN/MUM THICKNESS
EQUAL TO PIPE O.D.
SECTION
'LE
FOR BEARING
AREA EACH SIDE
GATE VALVE
' '' / x
TEE 90*, 45#, 22.5s, OR 11.25'
ELBOW, HORIZONTAL OR
BOTTOM OF VERTICAL
SIZE
(INCHES)
= SHALL FACE
ACCESS
ELBOWS
- r ADJUSTABLE
TEES &
GATE
VAL VES
DEAD
90' 45" 22.5" 11.25' ENDS
So. FT so. FT so. FT So. FT
4
6
1.8
4.0
1.0
2.2
0.5
1.1
0
0
1.3
2.B
0.5
0.7
B
71
3.B
2.0
1.0
5.0
2.4
10
11.1
6.0
3.0
1.5
_7. B_
4.5
12
16.0
8.6
4.4
2.2
11.3
7.3
14
21.7
77.6
6.0
j0
15.4
11.0
TABLE OF BEARING AREAS IN SO. FT
TYP. CONCRETE REACTION BLOCK DETAILS
EX/S77NG DIRT OR
TOPSOIL AREA
6"
EXIST. ASPHALT
TO BE SAW CUT
TYP. I
EXIS77NC
AGGREGATE
BASE
SLOPE TRENCH WALLS
FOR SAFETY PER
CURRENT OSHA d
UU COSH. REOU/REMENTS
W 2
rt
c+1B" COMPACTED SELECT MATERIAL
OR CLASS 6 AGGREGATE AS
DETERMINED BY OWNER W/
COMPACTION DENSITY OF
95% PER ASTM D698
r 1o°
r o
I
CLASS 6 AGGREGATE
COMPACTION TO 95Z
PER ASTM D698 OR
C3/4" SCREENED ROCK
4" MIN. o o° WHERE 2 PIPES ARE TO BE LAID /N
SAME TRENCH, PROVIDE MIN. 12" HORZ.
CLEARANCE BETWEEN PIPES
1) PAVEMENT REPLACEMENT SHALL MEET EXISTING THICKNESS AND KIND WITH THE
FOLLOWING MINIMUMS: ASPHALT SURFACING = J" MIN., AGGREGATE BASE COURSE
= 6" MIN.
2) BASE COURSE REPLACEMENT SHALL MEET EXISTING THICKNESS WITH THE FOLLOWING
MINIMUMS: AGGREGATE BASE COURSE = 12" MIN.
J) DIRT / TOPSOIL PLACEMENT SHALL MEEET EXISTING THICKNESS AND KIND WITH
THE FOLLOWING MINIMUMS: 4" TOPSOIL.
4) SELECT MATERIAL AS FOLLOWS: 6" MAXIMUM SIZE IN TOP 12" OF BACKFILL
12" MAXIMUM SIZE IN REMAINDER OF BACKFILL
FRENCH CROSS SECTION
SCALE.' 3/4 l'-0'
TRAFFIC j
FLANGE \
FIN.
GRADE
EL EV.
EXTENSION(S) -
AS NECESSARY
- PUMPER NOZZLE
= SHALL FACE
ACCESS
THREE PIECE
- r ADJUSTABLE
VAL VE BOX
O
W
6" FLxFL NON -
- � -
Q
RISING STEM
�
=
GATE VALVE-\
SERVICE
(CON77N000S)
W
O
WATER MAIN
f -CORPORATION STOP
Ar COUPLING
d FINISH GRADE
ELEVATION
1 1/2" TELESCOPIC
CURB BOX
-CURB STOP
& COUPLING
- TIE SERVICE
7 TO BUILD/NC
O M✓xFL
IEE
CONCRETE ledn
REACTION ' �°
BLOCK ° BLOCKS
1/2 CU. YD. OF 1/2" PROVIDE TWO 3/4" GAL V. SEE CONCRETE
COURSE GRAVEL TRE RODS W/ EYE BOLTS RE4CT7ON 3LOCK
DRAIN MATERIAL DETAIL
NOTES: 7) ALL JOINTS FROM MAIN TO HYDRANT SHALL BE HARNESSED MECHANICAL
JOINTS OR FLANGED JOINTS.
2) HYDRANT, VALVE AND FITTINGS TO BE 250 P.S.I. RATED.
3) POL YETHYENE WRAP SHALL COVER D. L P. ASSEMBLY FROM HYDRANT
BASE TO WATER MAIN.
4) ALL HYDRANT LEAD PIPING TO BE D.I.P.
FIRE HYDRANT ASSEMBL Y
INSTALLATION DETAIL
jTHREE PIECE
ADJUSTABLE
VALVE BOX
O
�I
O!
GRADE
2" SQUARE NUT
BRICK
WATER
MAIN
_J
0
- SEE CONCRETE
CATS ° REACTION BLOCK
VALVE o' DETAIL
6 '
TYPICAL GA TE VAL VE
N. T S.
II/2" DIA. VENT PI
A
°
n
CONC. SKID
B
PLAN
N.T. S.
ATTACH STEM GUIDE FOR OPERATOR
TO TOP SLAB OF MANHOLE WITH
EXPANSION ANCHORS
rONC. SKID
COMBINATION AIR
A RELEASE VALVE
A
�a
a
5- 0" DIA. PRECAST
MANHOLE
INISH GRADE
STEM GUIDE
'
/ 0
a
COMBINATION AIR
RELEASE VALVE
RECAST
5- 0° DIA. PRECAST ------,.,-
- � -
TTPE "K" COPPER
LINE
CONCRETE
�
=
SERVICE SADDLE
SERVICE
(CON77N000S)
BL OCK
W/ MINIMUM OF
GATE VALVE WITH CAP
NORMALLY OPEN ANGLE
°
2 STRAPS
AND CHAIN
VALVE WITH EXTENSION
TYP. WATER
SERVICE
DETAIL
O M✓xFL
IEE
CONCRETE ledn
REACTION ' �°
BLOCK ° BLOCKS
1/2 CU. YD. OF 1/2" PROVIDE TWO 3/4" GAL V. SEE CONCRETE
COURSE GRAVEL TRE RODS W/ EYE BOLTS RE4CT7ON 3LOCK
DRAIN MATERIAL DETAIL
NOTES: 7) ALL JOINTS FROM MAIN TO HYDRANT SHALL BE HARNESSED MECHANICAL
JOINTS OR FLANGED JOINTS.
2) HYDRANT, VALVE AND FITTINGS TO BE 250 P.S.I. RATED.
3) POL YETHYENE WRAP SHALL COVER D. L P. ASSEMBLY FROM HYDRANT
BASE TO WATER MAIN.
4) ALL HYDRANT LEAD PIPING TO BE D.I.P.
FIRE HYDRANT ASSEMBL Y
INSTALLATION DETAIL
jTHREE PIECE
ADJUSTABLE
VALVE BOX
O
�I
O!
GRADE
2" SQUARE NUT
BRICK
WATER
MAIN
_J
0
- SEE CONCRETE
CATS ° REACTION BLOCK
VALVE o' DETAIL
6 '
TYPICAL GA TE VAL VE
N. T S.
II/2" DIA. VENT PI
A
°
n
CONC. SKID
B
PLAN
N.T. S.
ATTACH STEM GUIDE FOR OPERATOR
TO TOP SLAB OF MANHOLE WITH
EXPANSION ANCHORS
rONC. SKID
COMBINATION AIR
A RELEASE VALVE
A
�a
a
5- 0" DIA. PRECAST
MANHOLE
INISH GRADE
STEM GUIDE
'
s
a
COMBINATION AIR
RELEASE VALVE
RECAST
5- 0° DIA. PRECAST ------,.,-
MANHOLE
o
NORMALLY CLOSED HOSE
GATE VALVE WITH CAP
NORMALLY OPEN ANGLE
°
AND CHAIN
VALVE WITH EXTENSION
;
STEM
D .`
I/2 EXPANSION JOINT
MATERIAL BETWEEN PIPE
'.
DOUBLE PIPE SADDLE
AND MANHOLE
I
I
I
USE STANDARD TAPPING UNION
SADDLE FOR SIZE AND TYPE
OF PIPE FURNISHED
SECTION A -A
N.T. S.
FLANGED
FITTINGS
z
1/4' RUBBER INSERTED BETWEEN
FLANGES AND SPLIT CROSSWAYS
o
FINISH GRADE
TO ALLOW AIR TO PASS
in
21-O° X 2'-0° X 6° THICK
CONCRETE PAD
6,
'y`;,"
II/2' DIA. VENT PIPE
II/2'C.I. OR GALVANIZED WALL PIPE
5- 0° D IA. . `'
PRECAST MANHOLE o ,' - NON -SHRINKING GROUT
�• o
COMBINATION AIR o 'n
RELEASE VALVE
6° MIN. " C. I. MANHOLE STEPS
(TYP.) 00 bo �e.08".0-60AT 12° CENTERS
p* Dip 17
.r. l=c-li
o,000 •o'o:�bo��
#4 AT 12° (TYR)
s4 AT 6° (TYR)
SECTION B -B
AIR & VACUUM VALVE VAULT
PRELIMINARY PLAN SUBMITTAL 1/21/92
g0
71
6'
SITE PLAN
ABSORPTION SYSTEM
SCALE- /" = 20'
NOTE.- FOR TYPICAL RESIDENCE ONL Y WITH
ASSUMPTIONS AS NOTED, NOT FOR
CONSTRUCTION. EACH SYSTEM WILL BE
DESIGNED FOR SITE SPECIFIC RESIDENCE SIZE
AND PERCOL A TION RA TE.
SCALE: l" = 20'
2;1
1. All materials, installation practices, setback requirements, etc.,
shall comply with the Garfield County Individual Sewage Disposal
System Regulations.
2. The absorption bed shall be constructed so that the bottom is level
+ 0.1 inches. Place bed in natural ground; no portion of the bed
shall be placed in fill. Provide positive drainage away from bed.
3. Stone shall be 1/2" to 2-1/2" screened rock.
4. All areas disturbed by construction shall be reseeded with native
grasses to prevent erosion.
5.. The location of the bed may be adjusted in the field to better fit
50 the site, provided all setbacks are met.
6. Use ri3ers as needed to bring septic tank access hatch within 6" of
finished grade.
7. Cast iron pipe or pipe of equal strength or other pipe properly
supported to prevent failure by settling shall extend from tank for
a distance of at least five feet (5') from the inlet and outlet
ends.
8. The Con_ractor and Owner shall take whatever measures are necessary
to asF,:,re that (a) septic tank and sewer lines are completely
-� water -tight to prevent infiltration of groundwater into the system,
and (b) the system is to be installed to prevent freezing of all
pressure and gravity sewer lines.
9. The location of existing utilities must be verified by Contractor
prior to commencing work.
10. The Garfield County Environmental Health Department and the Engi-
neer shall be notified when construction commences and kept abreast
of the construction progress so that sufficient inspection can be
perfor-m.a to assure conformance with these plans.
11. The fcllowing preventative maintenance schedule is recomn ended to
prolong the life of the system.
a) Pump septic tanks once each year.
b) Check plumbing fixtures on a regular basis and repair all leaks
- - vhich can add substantial amounts of water to the system.
12. Site map s topography supplied by Owner.
4 " PERFORATED PVC SLOPE O "IF T.
SECTION A -A
SCALE.- /" = 3'
DESIGN CRITERIA
1. Number of bedrooms = 3 (plus 1 raft)
2. Assume 2 persons/bedrocm and 75 gpcd.
3. Flow = 600 gpd (average daily)
4. Perc = 10 min/inch
5. Area (bottom of bed)
A = 1.95 Q - 0.55 Q
L
Where: Q = average daily flow
L = loading rate based on 10 MPI
(L = 0.80 gal/sq.ft./day)
A = 1.95 (600) - 0.55 (600)
0.80
A = 1132.50 sq.ft.
6. Make bed size 34' x 34' for total sq. ft. of 1156.
Z;1
PRELIMINARY PLAN SUBMITTAL 1/21/92
6'
2'
EXISTI NG
GRADE
GRAD
� �
6" TOPSOIL
NSU
NAT/VE BACKFILL
l0" STRAW
O
`
O o 00 e
O 0
" TO 2�g "CLEAN ROCK N
1. All materials, installation practices, setback requirements, etc.,
shall comply with the Garfield County Individual Sewage Disposal
System Regulations.
2. The absorption bed shall be constructed so that the bottom is level
+ 0.1 inches. Place bed in natural ground; no portion of the bed
shall be placed in fill. Provide positive drainage away from bed.
3. Stone shall be 1/2" to 2-1/2" screened rock.
4. All areas disturbed by construction shall be reseeded with native
grasses to prevent erosion.
5.. The location of the bed may be adjusted in the field to better fit
50 the site, provided all setbacks are met.
6. Use ri3ers as needed to bring septic tank access hatch within 6" of
finished grade.
7. Cast iron pipe or pipe of equal strength or other pipe properly
supported to prevent failure by settling shall extend from tank for
a distance of at least five feet (5') from the inlet and outlet
ends.
8. The Con_ractor and Owner shall take whatever measures are necessary
to asF,:,re that (a) septic tank and sewer lines are completely
-� water -tight to prevent infiltration of groundwater into the system,
and (b) the system is to be installed to prevent freezing of all
pressure and gravity sewer lines.
9. The location of existing utilities must be verified by Contractor
prior to commencing work.
10. The Garfield County Environmental Health Department and the Engi-
neer shall be notified when construction commences and kept abreast
of the construction progress so that sufficient inspection can be
perfor-m.a to assure conformance with these plans.
11. The fcllowing preventative maintenance schedule is recomn ended to
prolong the life of the system.
a) Pump septic tanks once each year.
b) Check plumbing fixtures on a regular basis and repair all leaks
- - vhich can add substantial amounts of water to the system.
12. Site map s topography supplied by Owner.
4 " PERFORATED PVC SLOPE O "IF T.
SECTION A -A
SCALE.- /" = 3'
DESIGN CRITERIA
1. Number of bedrooms = 3 (plus 1 raft)
2. Assume 2 persons/bedrocm and 75 gpcd.
3. Flow = 600 gpd (average daily)
4. Perc = 10 min/inch
5. Area (bottom of bed)
A = 1.95 Q - 0.55 Q
L
Where: Q = average daily flow
L = loading rate based on 10 MPI
(L = 0.80 gal/sq.ft./day)
A = 1.95 (600) - 0.55 (600)
0.80
A = 1132.50 sq.ft.
6. Make bed size 34' x 34' for total sq. ft. of 1156.
Z;1
PRELIMINARY PLAN SUBMITTAL 1/21/92