HomeMy WebLinkAbout1.01 Plat Maps..FINAL PLA 7-7 SU
BAIITTA_L
PREPA ?E_D BY.•
OWNER/APPLICANT PL1VNER:
PMENT.� _SCHMUESER GO DON MEYER INC._
CARBONDALE LAND DEVEL O C ORPORA TION
CIO SCOTT WRITER 1001 GRAND AVENUE SUITE 2-E
-- - P.O. BOX 9705, ASPEN, CO. 811-2 #GLENWOOD SPRY°NGS, COLORADO- - - --------
TELEPHONE: 920-4477
81601 (JOJ) 945 1 04 -
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ENGINEERS �'' -- -2
SURVEY S _
OR 28� a • 1
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% Su tank:•''. RAVER
SHEET INDEX
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SCHMUESER _ `-••
GORDON MEYER -- - , ------ - ------ -' - -----------
-- - - - -
CO VER SHEET j--'
1 ROAD PLAN VEGETATION & T OGRAPHY IVAP °` •� ' _ ----•. �
1 wll 33
WA Y PROFILE w °� 35
2 ROAD � -t� ••. 1 .��,. - -
.T �'wL���.NCarbondale
3 DRA INA GE PLANS �`
I I I O� SBM I t�,1 I
________-------�T----A----_—_—WNW _— -
4 UTILITY PLAN -- --� -- =r_ _
i
5 WATER DETAILS
PROJE T ENG/NEER.• VICINITY
6 WATER DETAILS
I MAP
7 TYPICAL ABSORPTION SYSTEM l DEAN W. GO00N .P.
)- 0 E. , 145D7
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SCHMUESERTo
N 19'433
N 61'29'0:
S 28'38' 1
S 80'5011
N 31'04'1
N 20'54 3
N 69'53'2
N 77'26:3
N 85'02'C
S 83'03'4
N 10'182
LEGEND
3) LOT NUMBER & POTENTIAL BUILDING LOCATION
PERMITTED WELL (NOT DRILLED)
A ACTIVE WELL LOCATION
PUMP HOUSE_ LOCA77ON
-
i
jr I
BU/LD/NGS
A \
64&1i LOT i9 fi
3048 AC..tHARRIS-,".7�j
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6040,59
4"-
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i�4.232 ACf �.�� - 21
GENERAL NOTES: I)
1) TOPOGRAPHY LINES & EXISTING CONDITIONS TAKEN FROM POWERS
MAP DIGITIZED FROM MAP PREPARED BY RE -105 AERIAL
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. COMPACT ALL
SUBGRADE MATERIALS 1N MAXIMUM 8" LOOSE LIFTS TO 95X
STANDARD PROCTOR AT ±2X OPTIMUM MOISTURE CONTENT.
4) NO IMPORT SUBBASE MATERIALS WILL BE REQUIRED OVER THE
BULK OF THE ROADWAY. USE MAXIMUM 6" MATERIAL IN
ALL BACKFILL. AFTER EARTHWORK OPERATIONS ARE
COMPLETED, PROOF -ROLL ALL EXIS77NG PREPARED SUBGRADE
SURFACES AT DIREC77ON OF ENGINEER, REMOVE ALL SOFT AREAS
AND REPLACE WITH IMPORTED CLASS 2 SUBBASE MATERIAL.
5) CONSTRUCT ROADWAY STRUCTURAL SEC77ON AS SHOWN IN TYPICAL
SECTION SHEET 3 OF 8.
6) BASE COURSE MATERIALS TO BE CLASS 6, COOH SPECIFICATIONS.
7) CHIP/SEAL SURrACING TO CONFORM TO CDOH SPECIRC417ONS FOR
PI ANT MIX .SF41 ('DAT /SFCTION 409). USE AGGREGATE SIZE OF J14'-
8) REVEGET477ON OF ALL DISTURBED SURFACES TO CONSIST ~�
OF REPLACEMENT OF MINIMUM 4" TOPSOIL AND HYDRO- —+
SEEDING OR SEEDING/MULCHING WITH A NATIVE SEED MIX.
SUBMIT MIX DESIGN, FERTILIZATION APPLICATION AND MULCHING
APPLICATION TO ENGINEER FOR APPROVAL. SCALE.' 1"= 100'
9) FIELD DETERMINE NEED FOR RIP -RAP OF DRAINAGE DITCHES CONTOUR INTERVAL 2'
9X• AND OVER. RIP -RP TO BE 9" DIAMETER.
10) PLACE 1 C. Y. OF 9" RIP -RAP AT OUTLET OF ALL CULVERTS.
RIP -RAP TO BE HAND PLACED TO A DEPTH OF 9" AND
WIDTH OF 4'
11) PROVIDE FOLLOWING SIGNAGE CONFORMING TO UNIFORM
MANUAL ON TRAFFIC CONTROL DEVICES,
A) STOP SIGN AT C.R. 103.
B) THREE (3) 25 MPH SIGNS TO BE FIELD LOCATED.
ENGINEERS SCHYU° '? GORDON MEYER INC.
SURVEYORS
1001 GhMoENUE, SU/TE 2-E
COLORADO 81601
(.303) 94,':774 (FAX) 945-5948
ASPEN, COLLO (303) 925-6727
r
WOODEA/ DEERSU�3DIV,
REVISION DATE
BY
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�
VEGETA TION &
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Job No. 91147
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VAL FOR CONSTRUCTION 918192
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BASIN DESIGNATION
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64 iv
POINT OF CONCENTRATION
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DIRECTION OF DRAINAGE FLOW
CULVERT (SEE ROAD PLAN OR
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QUAD MAP
VPI
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SCALE: 1' = 2000'
ENGINEERS
S
R /NC.
UESER GORDON MEYE
NUM-
BER
REVISION
DA TE BY
Job No.
91147
- SURVEYORS 1001
GRAND AVENUE, SU/TE 2—E
WOODEN
DET Y?
1
I VISION
APPROVAL FOR CONSTRUCTION
9/8/92 RM
DRAINA GE
Drown by;
Q/C 3
GLf"
D SPRINGS. COLORADO 81601
�S'UB
voter
1�22�92
(30
945-1004 (FAX.) 945-5948
n T
PLAN
SCHMUGORDOMSR AS
.W,� COLORADO (303) 925-6727
Appr. by:
DWii OF /
D . Nome:
0190QRMN
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NEy ¢.¢S¢OWv
!lgTER s ` � \ </�yE. /N
20 o�R��ZE
\ 1
SSApR� RIG �� � 4
R E4EG� SROF G�
I sr Hp E 1� SA OG
B x¢.. REDUCER i BEND ?� �j? 1E4P��REO PjGA�
EP L/iyee
ei `1/?" FiRF yY� N�q /NSTq A5�0
y SSFy�S�! LOT 19
O
LOT /1
STA. 0+14.61
6" & 2-1/2" 22-1/2'
50,000 GALLON i BENDS W/ C.R.B. 's
STORAGE TANK WD NO. 2 /
LOT J2
WATER CONSTRUCTION NOTES.
1) PVC TO BE CLASS 160, CONFORMING TO ASTM 1784
FOR 3" AND SMALLER, AWWA C-900 (DR 18) FOR 4" &
GREATER. USE 200 PSI RATED PIPE BELOW ELEV 5730.
DUCTILE IRON TO BE CLASS 52.
2) PRESSURE TEST AT 200 PSI, LINE JOINTS AND F1TT7NGS
TO BE LEFT OPEN FOR VISUAL TEST FOR 2 HOURS,- ANY
LEAKAGE WILL BE REPAIRED.
3) DISINFECT LINE BY PLACING CHLORINE TABLETS TO TOP
OF PIPE DURING INSTALLATION' SEE AWWA C601, TABLE
3 FOR REQUIREMENTS.
4) COMPACT BACKFILL TO 95% UNDER AND WITHIN 5' OF
BUILDING OR ROADWAY PLATFORM AND TO 909, ELSEWHERE
5) 2-112- LINE FROM WELL NO. 1 TO 50,000 GAL STORAGE
TANK TO BE LAID IN THE SAME TRENCH WITH THE 4"
& 6" LINES RESPECTIVELY.
6) HORIZONTAL ALIGNMENT OF THE WATER LINES DEPICTS
A 5• DEFLEC77ON (MAX.) PER JOINT, ALIGNMENT TO BE
KEPT W/7HIN THE ROADWAY SURFACE.
7) ROAD TO BE ROUGH GRADED BEFORE PLACEMENT OF
ANY U77LI77ES.
B) CISTERN To HAVE DRAFT AND RURAL FIRE PROTEC77ONND STRICT SPECIFICATIONSECTION AS PER
9) WATERLINE COVER TO BE 6' TO TOP OF PIPE.
SCHMUESER
GORDON MEYER
LOT #1G
1
ENGINEERS SCHAIESER GORDON MEYER INC.
SURVEYORS
1001 `AND AVENUE, SUITE 2-E
GLENWC0 SPRINGS. COLORADO 81601
�. (303) �5-1004 (FAX.) 94,5-5948
ASPEi" c ?LORADO (303) 925-6727
r22
STA. 13+04. 13
t
4" 90' BEND
v
1,
STA. 2+21.43
W/ C.R.B.
-�--
HAMMES 4" 45' & 22-112'
HL UE
LOT X22
r - --- - BEND ` W/ C. R. -6. 's 1
STA. 14+05.04
STA. 33+4
BEND W/
51, 45'
R. B.
v 4" 22-1/2' BEND
� \
--------
—W/ C.R.B.
\�
LOT 5
79
O
l6
- \
STA. 34+41.44, 45
OBU1[01vG5
WD NO 1 _� \
S74' 9f29
-WELL HOUSE
��; ,
\ \
` STALOT 16
15+30f,
1" YARD
.7j
BEiVD k,/ R 1/?" -
9 s e WD N0.
3
.
�\ o HYDRANT (FR
ZELESS)
B
(
I K
BED W/ C. R.B.
LOT 116
V,9I M 1141 � V ULT -- I � \
LOT /r4 LOT If 7 \
p F
��ap`
STqo.
. S+ y
04
c- e
N Z ( R
I � '
LOT,#3
r ONLY ON LOT 18
TL9R/ry E a&4- /S
NEy ¢.¢S¢OWv
!lgTER s ` � \ </�yE. /N
20 o�R��ZE
\ 1
SSApR� RIG �� � 4
R E4EG� SROF G�
I sr Hp E 1� SA OG
B x¢.. REDUCER i BEND ?� �j? 1E4P��REO PjGA�
EP L/iyee
ei `1/?" FiRF yY� N�q /NSTq A5�0
y SSFy�S�! LOT 19
O
LOT /1
STA. 0+14.61
6" & 2-1/2" 22-1/2'
50,000 GALLON i BENDS W/ C.R.B. 's
STORAGE TANK WD NO. 2 /
LOT J2
WATER CONSTRUCTION NOTES.
1) PVC TO BE CLASS 160, CONFORMING TO ASTM 1784
FOR 3" AND SMALLER, AWWA C-900 (DR 18) FOR 4" &
GREATER. USE 200 PSI RATED PIPE BELOW ELEV 5730.
DUCTILE IRON TO BE CLASS 52.
2) PRESSURE TEST AT 200 PSI, LINE JOINTS AND F1TT7NGS
TO BE LEFT OPEN FOR VISUAL TEST FOR 2 HOURS,- ANY
LEAKAGE WILL BE REPAIRED.
3) DISINFECT LINE BY PLACING CHLORINE TABLETS TO TOP
OF PIPE DURING INSTALLATION' SEE AWWA C601, TABLE
3 FOR REQUIREMENTS.
4) COMPACT BACKFILL TO 95% UNDER AND WITHIN 5' OF
BUILDING OR ROADWAY PLATFORM AND TO 909, ELSEWHERE
5) 2-112- LINE FROM WELL NO. 1 TO 50,000 GAL STORAGE
TANK TO BE LAID IN THE SAME TRENCH WITH THE 4"
& 6" LINES RESPECTIVELY.
6) HORIZONTAL ALIGNMENT OF THE WATER LINES DEPICTS
A 5• DEFLEC77ON (MAX.) PER JOINT, ALIGNMENT TO BE
KEPT W/7HIN THE ROADWAY SURFACE.
7) ROAD TO BE ROUGH GRADED BEFORE PLACEMENT OF
ANY U77LI77ES.
B) CISTERN To HAVE DRAFT AND RURAL FIRE PROTEC77ONND STRICT SPECIFICATIONSECTION AS PER
9) WATERLINE COVER TO BE 6' TO TOP OF PIPE.
SCHMUESER
GORDON MEYER
LOT #1G
1
ENGINEERS SCHAIESER GORDON MEYER INC.
SURVEYORS
1001 `AND AVENUE, SUITE 2-E
GLENWC0 SPRINGS. COLORADO 81601
�. (303) �5-1004 (FAX.) 94,5-5948
ASPEi" c ?LORADO (303) 925-6727
Q a F y HYDRANT (FREEZEL£SS fi
15 STA. 30+32.24, 4
t risT BEND W/ C.R.B. I \ I
oo
LOTZO 21 � Q
<NF> a / SfAK - y ANS c IWI
yY ?8+? Z LOT O �
ORQNT � f � k LOT ,/•21 O W E I�
(F/,E-E-/" YARD.. �•i 18 A� 20
10 ,00 LOT
ELESS) X/
J x
WD NO. 5'-
STA. 28+05.33, 45'
BEND W/ C.R.B. „� V
LOT y14
oN
�5{
y
�l S�
N �
0
0
WD NO. 4
OLOT ,,)O�11
R0
20'
di 12
' 1i --� DRAINAGE & UTILITY EAS -
O.STA. 43+ 14.27, 45' J
1 7 BEND W/ C.R.B. NE N£
LOT ,x`13
INSTALL 1 "\ ST . +43.00, 45'
HYDRANT YARD - BEND w�;B. I I
TA, 25+ 6, 45• (FREEZELESS) I i
8ENO W/ C. . . - -
�- NEW 40 WATER LINE
�! (TYPICAL)
............:
LEGEND
OLOT NUMBER & POTENTIAL BUILDING LOCATION
PERM/TIED WELL (NOT DRILLED)
A ACTIVE WELL LOCATION
O PUMP HOUSE LOCATION
I
--wrf- NEW TELEPHONE & ELECTRIC LINES
-A4w- NEW WATER LINE & SIZE
TR4NSFORMER VAULT
0 SPLICE VAULT
r22
t
v
1,
STA. 48+00.00, PLUG`S`
W/ C.R.B.
LOT J12
/
HL UE
LOT X22
,
STA. 33+4
BEND W/
51, 45'
R. B.
- -_
� \
L0 x`17
\�
79
ExrsnNc '
- \
STA. 34+41.44, 45
OBU1[01vG5
� ih
BEND W/ C. R. B.
O 0
STA. 32+61.38, 45'-
(
I K
BED W/ C. R.B.
LOT /19
\
00
HARRIS
I
WD .NO. 6
LOT 115
a \
N"
w
`>
\ \
--- STA. 37+61f 1" YARD
I
Q a F y HYDRANT (FREEZEL£SS fi
15 STA. 30+32.24, 4
t risT BEND W/ C.R.B. I \ I
oo
LOTZO 21 � Q
<NF> a / SfAK - y ANS c IWI
yY ?8+? Z LOT O �
ORQNT � f � k LOT ,/•21 O W E I�
(F/,E-E-/" YARD.. �•i 18 A� 20
10 ,00 LOT
ELESS) X/
J x
WD NO. 5'-
STA. 28+05.33, 45'
BEND W/ C.R.B. „� V
LOT y14
oN
�5{
y
�l S�
N �
0
0
WD NO. 4
OLOT ,,)O�11
R0
20'
di 12
' 1i --� DRAINAGE & UTILITY EAS -
O.STA. 43+ 14.27, 45' J
1 7 BEND W/ C.R.B. NE N£
LOT ,x`13
INSTALL 1 "\ ST . +43.00, 45'
HYDRANT YARD - BEND w�;B. I I
TA, 25+ 6, 45• (FREEZELESS) I i
8ENO W/ C. . . - -
�- NEW 40 WATER LINE
�! (TYPICAL)
............:
LEGEND
OLOT NUMBER & POTENTIAL BUILDING LOCATION
PERM/TIED WELL (NOT DRILLED)
A ACTIVE WELL LOCATION
O PUMP HOUSE LOCATION
I
--wrf- NEW TELEPHONE & ELECTRIC LINES
-A4w- NEW WATER LINE & SIZE
TR4NSFORMER VAULT
0 SPLICE VAULT
BER I REVISION
1 APPROVAL FOR CONS7T�UC770,
WOODEN DEED SUBDIVISION -
SCALE.- I"= 100'
CONTOUR INTERVAL 2'
DATLO BY Job No. 91147
78/92 RM UTILITY Drown bw RM
PLAN °°`e: 1/2192 4
Aper. 6Y - DWG OF 7
r22
�
v
1,
STA. 48+00.00, PLUG`S`
W/ C.R.B.
LOT J12
/
LOT X22
TELEPHONE LINE TO BE CONNECTED-!
TO EXIST. SYSTEMS, FIELD LOCATE
PRIOR TO CONSTRUCTION
POWERS
BER I REVISION
1 APPROVAL FOR CONS7T�UC770,
WOODEN DEED SUBDIVISION -
SCALE.- I"= 100'
CONTOUR INTERVAL 2'
DATLO BY Job No. 91147
78/92 RM UTILITY Drown bw RM
PLAN °°`e: 1/2192 4
Aper. 6Y - DWG OF 7
0
-
MESH A_16,l i i l 'A/N PIPE
4�- TO DAYY_IG-I W,' NO. 24
j r JM SCREEN
ON OU7LE
NO TES.
_... _ E " GATE
VAL VE
't
I
6" OVERFLOW
PIPE
t - 6" RISER
PIPE
PIPE
Vm 12"
r-24' Awwn i
1 £NT }( ROOF OPENV&G i
I
CENTER
OF TANK
24" SHEL.i
ANK MAN WA Y "
1) TANK IS LOCATED OUT OF ANY
100 YEAR FLOOD PLAIN.
2) ROOF ACCESS LADDER BEGINNING 8' OFF
GROUND W17H SAFETY CAGE REQUIRED.
INSTALL SAFETY HANDRAIL SYSTEM ON
TANK PERIMETER EACH SIDE OF LADDER.
3) TANK TO BE BUIL T TO AWWA D-100,
LATEST REVISION SHOP DRAWINGS TO 5 RISER PIPES SHALL BE FITTED W+"H
BE SUBMITTED TO ENGINEER FOR APPROVAL. ) REMOVABLE SIL T STOPS, MINIMUM 2".'
4) SEE ELECTRICAL SPECIFICA77ONS FOR MAX/MUM 4" HEIGHT FROM TANK Fl 6, 0'?,
DETAILS ON PROBE CO1V7ROLS TO BE
MOUNTED IN TANK CON7RACT0R RESPON-
SIBLE FOR CONTROL WIRE FROM TANK PLAN I/lEW
TO CONTROL BUILDING
50 000 GAL. WA TER STQR' 4 LE
NOT rU SCALE
RETAINING
RING
CHLORINE FEEDER ALL PIPING WITHIN BUILDING
(/INJECTOR) I TO BE SCH. 40 GAL VANIZED,-
TRANSITION BETWEEN 57EEL
CHLORINE CAS d PVC 6" ABOVE FLOOR
FEED LINE I
(1" P. E-) L4_ —} EXHAUST FAN (LOCATE BETWE-N 3AND 6' ABOVE
T I FINISHED FLOOR , C*E IN EACH ROOM.
7'-O" MIN. WEIGHT FAN CAPACITY F 2�0 ACFM OR GREATER.
8,_0" MAX. SCALE 1" P.E. CHLORINE FEED
- I SOLU77ON LINE
2" WATER METER
r"PE CHLORINE 20Y 3" R CEPS
/M ECTAR
j WATER SUPPLY 3 S7RAl
HEA LER
{ J. VAL VE,- - -- r I VAL VE
B0057ER ISTEEL SLEEVE
- r I PUMP I-- (TYPICAL) (2)
SCALE
i. j- BASE HEA TER_._.J
5.00' "� 5.00'
6" CONCRETE FLOOR � 1"LINE TAP
12"x 12 FLAB W/ WrW (TYPICAL) .
F007FR (c= 3500 PSI) 3" SCH. 40 PVC
(CONTINUOUS)
TO STORAGES" 90' SHORT RADIUS FROM WELL FIELD
TANK 3" SCH. 40 PVC ELBOW (TYPICAL)
(REDUCE TO 2 1/2" APPROX.
5' FROM EDGE OF BUILDING),
6' BUR),
SEC TION A —A
SCALE: 1/2" = 1'
It
TANK WALL v
WALL HEIGHT = 16'
3" ASPHAL T (COLD
PATCH NOT ALLOWED)
SLOPE ' � . _ TANK FLOOR TOP OF FOUNDA 710N
T , z r
SUBGRA°E=
3" OILED
- + SAND 9" OF 3/4" BASE COURSE
1/4 z 12" STEEL i 959 COMPACT70N (ASTM D 698)
RETAINING RING
B" to 12" OF 3/4" BASE -�
COURSE 959 COMPAC77ON PREPARED SUBGRADE
(ASTM D 698)
SECTION -B
SCALE. +/2" f"
I
SCHMUESER
GORDON MEYER
ENGINEERS
SURVEYORS u'
100 ?
>ER GORDON MEYER INC.
9 AVENUE, SUITE 2-E
SPRINGS. COLORADO 81601
1,4 (FAX.) 945-5948
fr0D0 (303) 925-6727
CONNECT CHLORINE S(XU77ON
LINE" TO WATER MAIN -� EXHAUST FAN, DUCT
SEE _VC 7701V A -A / TO -x7vvD TIJ wrHIN�
�--or 6" OF KNISH FLCOR
BOOSTER PUMP T 1
HEA TER 3" VALVE H£AR.
A
3' s1RA/NER FROM WELL FIELD
3 SCF/ 40 PVC 2 WRIER METER -- ---
t I --
EXTEND TO 5 / HOSE Jlx 2" REDUCER
OUTSIDE BUILDING BIBBS
CHLOIRNV£ SCALE i
v
& CHLOR/NA TOR
1 1/2" AIR VENT W/ 124
ALUMINUM INSECT
SCREEN OR EQUIV.
NON-FUSED DISCONNECT
TYPE OF BURNED
CABLE TO CONTROL
BLDG. 24" BURY
WATER LINE TO�
CONTROL BUILDING
6' BURY
7" STEEL CASING
SANITARY WELL SEAL
ELECTRICS IWRE SPLICE
LEAVE 24 OF EXTRA CABLE
COILED INSIDE CASING
v EXIS77NG GRADE
5' 5'x 4" CONC.
PAD W/ W W.M.
8.0 t
PI7LESS UNIT
GROUT SEAL
j
SCHEDULE 40 GAL V.
PIPE 2" TO 3" (SAME
SIZE AS PUMP OUTLET)
3 -WIRE SUBMER5Z/BLE
PUMP CABLE, ATTACH
AT 20' INTERVALS
ONE (1) UNDERWA TER
SPLICE PERMITTED
K -PACKER CHECK VALVE (W17HIN
5' OF PUMP DISCHARGE)
O
U
5 1/2" PVC CASING
PERFORATED CASING
e 155'-0"
SUBMERSIBLE PUMP
SET BOTTOM
OF PUMP A T 180'
BELOW TDP OF CASING
W RESTRAINING
BRACKETS
CHLORINE CONTROL a
NO FES:
SPARE CHL ORIN£-
- ROOM ROOM
OI
_ ._ -__ _. _ _ 1. PROVIDE A NON-FUSED DISCONNECT FOR EACH PUMP
- - - --- - ---- --- -- -- j A T WEZL HEAD.
CYLINDER (2) STORAGE
WTH RESTRAINING
--- a.I
CONDO/T FOR ELECTRIC SERVICE 2 INSURE THAT PROPER BONDING IS PROVIDED.
BRACKET
I 'As
3. RUN NECESSARY CON7ROL CABLE FROM SUB7ROL "
i - V
MOUNT PANELS ON 3/4"
PAINTED FINISH GRADE TRANSMITTER TO "SUB TROL" RECEIVER.
PL YWOCD BACKING
2 -sow FzouaEscENT
BULBS (2 REOD.)��CHLOR/NE GAS
EXTERIOR MASK ENCLOSURE
TYPICAL
INKE A�
DOOR SINTCH FOR BOTH EXTERIOR
s'" �"
EXHAUST FAN W GYLOR/NE
LOUI�£RED
I r WELL PUMP INSTALLATION
IN ?,WE AT
LIGHT SWITCH C£ILINC
CEILING --- -_' ROOM LICHT � _ J � � l �--�
�a a
4" CONC \P `FR£EZELESS EXHA�sr FAN SWITCH
p WALL HYDRANT
SLAB W; ucHr sVWrcH
WWM. WATER LINE CONSTRUCTION NOTES
EXHAUST FAN SWTCH ' 1) BED PVC PIPELINES WITH 3/4" BASE COURSE, 4" BELOW
INTERIOR LICHT SWITCH TO 6" ABOVE PIPE, COMPACTED TO 959 DENSITY.
i
2) PROVIDE CONCRETE THRUST BLOCKS, MINIMUM 3.0 SQ.
FT. BEARING AREA ON ALL BURIED F7T77NGS.
DANGER-CHLOMNE GAS" SIGN 3) PRESSURE JEST AT 200 PSI,' LINE JOINTS AND F7T77NGS
MOUNTED 72" ABOVE FLOOR TO BE LEFT OPEN FOR VISUAL )FST FOR 2 HOURS,'
ANY LEAKAGE WILL BE REPAIRED.
72' MAX, 8' MIN. 4) DISINFECT LINE BY ATTACHING CHLORINE TABLETS' TO TOP
OF PIPE DURING INSTALLA77ON,• SEF AWWA C601, TABLE
3 FOR REQUIREMENTS.
COl1 /Tj'O/ BUILDING 5) COMPACT BACKFILL TO 959 UNDEP AND WITHIN 5' OF
V i1 L L7 BUILDING AND TO 909 ELSEWHERE.
SCALE 1/2" = 1'
BER REVISION
WOODENDEER ,S'U I VISION 1 APPROVAL FOR CONSTRUC7701
,ATE I BY
18192 1 RM
NOT TO SCALE
WA TER
GENERAL NOTES.
1) WALL AND FLOOR SLEEVES TO BE AIR AND WATER TIGHT
2) ALL ELECTRIC AORK PER NEC CODE.
3) CHLORINE ROOM DOOR TO BE PROVIDED WITH
A 12"x 12" SHATTERPROOF WINDOA; LOCATE
WINDOW 2'-6" ABOVE FINISHED FLOOR ELEV4770N.
DOOR TO HA VE LOCK THA T IS LOCKED A r ALL
77YES FROM 7HE OUTSIDE AND UNLOCKED AT ALL
77YES FROM THE INSIDE. DOOR TO BE
WEA7HERSTYIPPED ON ALL EDGES.
4) MAINTAIN BUILDING DIMENSIONS AS SHORN; ARCHITF"C7URAL
DETAIL BY OWNER AT 77ME OF CONS 7RUC 770N.
5) CHLORINE EQUIPMENT SUPPLIES TO PROVIDE POSTER GIVING
CHLORINE HANDLING IN57PUC7701VS AND PRECAU77ONS FOR
DISPLA Y IN CHL ORINE ROOM.
DETAILS
Job No. 91147
Drown by.- RM
Dote: 1/21/92
App.. by: DWG
114" PLYWOOD
FACE OF PYP£
DEAD END
TRENCH WIDTH -�
AS SPECIF70 "►
SEE TABLE FOR AREA
OF CONCRETE TO BEAR
ON 014067URBE0 EARTH
- MINIMUM 1HICKNESS
EQUAL IO PIPE 0. D.
SECT/ON
i
TEE
/
WYE
JL£
FOR BEAR'NG
AREA EAC" SIDE
GA TE UAL VE
90, 45, 22.5; OR 11.25'
ELBOW, HORIZONTAL OR
BOTTOM OF VERTICAL
SIZE
(INCHES)90
ELBOWS
PUMPER NOZZLE
SHALL FACE
ACCESS
THREE PIECE
�- ADJUSTABLE
VAL VE BOX
TEES &
DEAD
ENDS
GATE
VAL VE S
45' 22.5' 11.25
50. FT SQ. FT. SQ. FT SQ. FT
_ 4
1.8 1.0
05_
0
1.3
2.8
5.0
- --
78
113
15.4
0..5
0.7
2.4
4.,5
%3
1_10
6 _
- B
4.0 2.2 1-1 0
7.1 J. 2.0 1.0
-
10
-
11.1 6.7 1.5
_
- 12_16.0
_3.0
8.6 4.4 2.2
14-
__
_21.7 11.8 6.0-..T 3.0
TABLE OF BE4RING AREAS IN SO. Fl:
TYP. CONCRETE REACTION BLOCK DETAILS
VARIES
i
- LXIST ASPHAL T
TO BE SAW CUT
�l 7)P.
EXISTING DIRT OR
�TOPSOIL AREA
�.
15 RA07
Air EGATE
/ e�asf
SLOPE TRENCH WAILS
W
FOR SAFETY PER
p J CURRENT OSHA &
OSH REQUIREMENTS
W 2
C 41M°ACTED SELECT MATERIAL
Q Bc+18"/ OR!^ ASS 6 AGGREGATE` AS
O-RA41NCO BY OWNER W/
OIACRON DENSITY OF
915% -R ASTM D698
h
- CLASS b :CRE'GATE
COMPAC' V TO 95.
PER A i, OR
O
3/4 SCS � FNED NED ROCK
0-
4 MIN. i`, W,' -I -Ac 2 S ARE TO BE LAID /N
SAM£ 7R''P PROVIDE MIN. 12" HORZ.
CLEARANC EEN PIPES
1) PAVEMENT REPLACEMENT SHALL MEET EXISTING rHICKN£SS AND K1A WITH THE
FOLLOWING MINIMUMS- ASPHALT SURFACING = 3' MIN., AGGREGATE SE COURSE
= 8" MIN.
2) BASE COURSE REPLACEMENT SHALL MEET EXISTING THICKNESS WIT" 4YE FOLLOWING
MINIMUMS: AGGREGATE BASE COURSE = 12' MIN.
3) DIRT / TOPSOIL PLACEMENT SHALL MEEET EXISTING THICKNESS JN- IND WITH
THE FOLLOWING MINIMUMS: 4" TOPSOIL.
4) SELECT MAIERYAL AS FOLLOWS: 6" MAXIMUM SIZE IN TOP 12° OF I_
12" MAXIMUM SIZE IN REMAINDER Li"-TW L
TRENCH CROSS SECTION NN.
SCALE 3/4'= 1'-0'
ISN
ENGINEERS
%I,H i£SER GOF'DON MEYER INC.
SURVEYORS
1001 D AVENUE, SU17E 2-E
aBN SPR/NGS. COLORADO 81601
SCHMUESER� (303 94 1004 (FAX.) 945-5948
CORDON MEYER ASPE^ GI' ;G0 (303) 925-6727
na
AS REO'D CONNECT
uALVE TO TF£
-
TRAFFIC ; O O
FLANGE
4 ; z --
FIN.
- -
PUMPER NOZZLE
SHALL FACE
ACCESS
THREE PIECE
�- ADJUSTABLE
VAL VE BOX
11/2° DIA. VENT PIPE
GRADE
CONC. SKID
o
RM
EL EV
RELEASE VALVE
EX7ENSION(S)
v.
A
n
AS NECESSARY
5'-0" DIA. PRECAST
6" FLxFL NON
MANHOLE
CONC. SKID
-
RISING STEM
B
GATE' VALVE I
�u
o
n
U 4
n
ATTACH STEM GUIDE FOR OPERATOR
BRICKS
TO TOP SLAB OF MANHOLE WITH
EXPANSION ANCHORS
0
�J � NJxFL
• ` TEF
CONCRETE-- i
REACTION \--CONC. 4 i
BLOCK o BLOCKS # v
1/2 CU YD. OF 1/2' --% \ _ PROVIDE TWO 3/4" G4LV. SEE CONCRETE
COURSE GRAVEL TIE RODS W/ EYE. BOLTS REACTION &00
DRAIN MATERIAL DETAJL
NOTES 1) 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.
J) ALL HYDRANT LEAD PIPING TO BE D.IP.
FIRE HYDRANT ASSEMBL Y
INSTALLATION DETAIL
1-
THREE PIECE -
ADJUSTABLE
V VAL VE BOX
OIti
W
O
GFFADE
x- 20 SQUARE NUT
BRICk'
WATE'7
MAIN
GATE - _- - SEE CON
REACTION
VAL VE DETAIL
TYPICAL GATE VALVE
,V TS
i
WOODEN DEER SUIDIVISION
TER MAIN
CORPORATION STOP
& COUPLING
� FINISH GRADE
ELEVATION
1 1/2" TELESCOPIC
CURB BOX
-CURB STOP
& COUPLING
- TIE SERVICE
I TO BUKD/NG
CONCRETE
BLOCK
'TYPE "K' COPPER
SERV/CE LINE
(CONTINUOUS)
SERVICE S40DL£
W/ MINIMUM OF
2 STRAPS
TYP. WA TER SERVICE DET
AIL
FINISH GRADE TO ALLOW AIR TO PASS
in
21- 0° X 2'- 0" X 6" THICK
CONCRETE PAD
II/2' DIA. VENT PIPE
D. I
5'- 0° DIA. 11/2'C. 1. OR GALVANIZED WALL PIPE
°'
PRECAST MANHOLE NON -SHRINKING GROUT
�. O
COMBINATION AIR o
RELEASE VALVE
v
I
6" MIN. ' C. 1. MANHOLE STEPS
(TYP.) o I ., AT 12" CENTERS
e�oo;.y10 071
w
+p
a ♦ 04p a°e° -
avi.,u.vo
#4 AT 12" (TYP.)
#4 AT 6" (TYR)
SECTION B -B
AIR & VACUUM VALVE VAULT
NUM-
BER
B
LATE
11/2° DIA. VENT PIPE
o _
CONC. SKID
o
RM
COMBINATION AIR
RELEASE VALVE
A
A
n
5'-0" DIA. PRECAST
.,
MANHOLE
CONC. SKID
B
PLAN_
N.T. S.
ATTACH STEM GUIDE FOR OPERATOR
TO TOP SLAB OF MANHOLE WITH
EXPANSION ANCHORS
FINISH GRADE
STEM GUIDE
COMBINATION AIR
qRELEASE
VALVE
6-0" DIA. PRECAST
e
- `�-
MANHOLE <
NORMALLY CLOSED HOSE
GATE VALVE WITH CAP
NORMALLY OPEN ANGLE °'
AND CHAIN
VALVE WITH EXTENSION
,
STEM D'
1/2" EXPANSION JOINT
MATERIAL BETWEEN PIPE ---,.b
DOUBLE PIPE SADDLE
AND MANHOLE I I
_
u I I
I
�
USE STANDARD TAPPING
SADDLE FOR SIZE AND TYPE
UNION
OF PIPE FURNISHED
SECTION A -A
N.T. S.
FLANGED
FITTINGS
1/8' RUBBER
INSERTED BETWEEN
z_
FLANGES AND SPLIT CROSSWAYS
p
FINISH GRADE TO ALLOW AIR TO PASS
in
21- 0° X 2'- 0" X 6" THICK
CONCRETE PAD
II/2' DIA. VENT PIPE
D. I
5'- 0° DIA. 11/2'C. 1. OR GALVANIZED WALL PIPE
°'
PRECAST MANHOLE NON -SHRINKING GROUT
�. O
COMBINATION AIR o
RELEASE VALVE
v
I
6" MIN. ' C. 1. MANHOLE STEPS
(TYP.) o I ., AT 12" CENTERS
e�oo;.y10 071
w
+p
a ♦ 04p a°e° -
avi.,u.vo
#4 AT 12" (TYP.)
#4 AT 6" (TYR)
SECTION B -B
AIR & VACUUM VALVE VAULT
NUM-
BER
REVISION
LATE
BY
1
APPROVAL FOR CON5777UCT/ON
9/8/92
RM
WA TER
DETAIL SHEET
Job No. 91147 -
Drawn by: Rm 6
Dote: 1121192
APPr. by: Qwv
DF
LOT /I
5.95 ACS o STA. O+ 14.61 2
• I 6" & 2-1/2" 22-1/2(D
50,000 GALLON \ - BENDS W/ C. R.B. 's
STORAGE TANK WD NO. 2
LOT 1'2
5.48 ACf
LOT //10
3.71 ACf
WATER CONSTRUCTION NOTES.
1) PVC TO BE CLASS 160, CONFORMING TO ASTM 1784.
2) PRESSURE TEST AT 200 PSI, LINE JOINTS' AND FITTINGS
TO BE LEF7 OPEN FOR VISUAL TEST FOR 2 HOURS; ANY
LEAKAGE WILL BE REPAIRED.
3) DISINFECT LINE BY PLACING CLORINE TABLETS TO TOP
OF PIPE DURING INSTALLATION; 2 TABLETS PER 20'
REQUIRED.
4) COMPACT BACKFILL TO 95Z UNDER AND WITHIN 5' OF
BUILDING AND TO 90X ELSEWHERE.
5) 2" LINE FROM WELL NO. 1 TO 50,000 GAL STORAGE
TANK TO BE L41D IN THE SAME TRENCH WITH THE 3"
& 6" LINES RESPECTIVELY.
6) HORIZONTAL ALIGNMENT OF THE WATER LINES DEPICTS
A 5• DEf7 E-CTION (MAX.) PER JOINT, ALIGNMENT TO BE
KEPT WITHIN 77 -IE ROADWAY SURFACE.
7) ROAD TO BE ROUGH GRADED BEFORE PLACEMENT OF
ANY UTILIRES.
8) CISTERN TO HAVE DRAFT CONNECTION AS PER CARBONDALE
AND RURAL FIRE PROTECTION DISTRICT SPECIFICATIONS.
� BLUE
�
ND
STA. 34+31.34, 45'
BEND W/ C. R. B.
LO 117 - - \ STA. 34+40, AIR &
3.02 AC.f \ VACUUM VALVE VAULT r _
/ SiEx,llGI \
STA. 35+35. 3, 22-1/2' OULDIMOS \ I I x I
O BEND W/ C. . B. O 0 \ \
16
LOT /16 STA. 33+23.53, 45' I l \\ \ I I Ix
213 ACBEND W/ C.R.B. I \\ m \ \\ LOT 119j -
S A. l6*00, 3"
ATE VALVE 1 \ \\ \ 3.88 AC.f HARRIS
1 \
STA, *00, 3" \ \\ \
\ WD NO. 6 \ \ GATE
II
z I
LOT 115 \ \ , — �\
\ 3.00 ACf \ \ ST �7+86.47, 45'
Py, C.R.B.
\\ �x
\ \\\ 15 STA. 30+32.24, 45'
BEND W/ C.R.B.
00
4.OT 20
21 ISI
LOT #18 \\ 40
\ -m 5.47 AC.f \ \ \ LOT 121 ml
6.45 ACf I I
0 \\ WD NO. 5
\ \\
IVES \\ \\ \ I BEND2W/ C.R.B. 45 \ \ P E P
RRENGGRPJEt \\ \ 2 0J acf
\\ \
STA. 43+14.2-, 45'
O \\ \\ \\\ \ \ \ BEND W/ C.R.B.
\ I
7.41 AC.f \ ST . +43.00, 45' I I I
STA- 48+25j, 1' YARD \ I BEND W .B. I I
\ \� HYDRANT WITH SE I I I I I
STA. 25+ 6, 45' \ �� CISCONTERN
FOF FILL/NG
BEND W I
10 --- /
� - C � SRN I NEW 3" WATER LINE
3.62, 45' C\\ � _ 15000 GALLON
STA. 23+5GSTE7'N I44
(TYPICAL)
BEND W/ C. R. B _ (FIRE PROTECT/ON ONLY) 3 I
I
-WD N0. 4
\I
12 / STA. 48+00.00, 90'
LOT x'11 BEND W/ C.R.B.
3.28 ACf A / LOT X22
LOT X12 \
/ > / 9.06 AC.f
/ � i
5.30 AC.f
\ / 0 /
/AQP, /
25
26
1363. 11, /
- TELEPHONE & ELECTRIC-
�X\ �\ i
LINES TO BE CONNECTED TO-
EX/ST. SYSTEMS, FIELD LOCATE -
PRIOR TO CONSTRUCTION
POWERS \
i \ \
LEGEND
OLOT NUMBER & POTENTIAL BUILDING LOCATION �7
D PERMITTED WELL (NOT DRILLED)
A ACTIVE WELL LOCATION SCALE 1"= 100'
CONTOUR INTERVAL 2'
0 PUMP HOUSE LOCATION
—NTE— NEW TELEPHONE & ELECTRIC LINES
-N3'w- NEW WATER LINE & SIZE
PRELIMINARY PLAN SUBMITTAL 1/21/92
STA. 13+04.13
3" 90' BEND
STA. 12+21.43
W/ C.R.B.
HAMMES 3" 45' & 22-1/2•
x
BENDS W/ CR.B.'s
—-
\
STA. 14+05.04
\ 3" 22-1/2' BE
-- - --
\ W C. R. B.
\ \
LOT 115
O
WD
\ J l
\ LOT #6
l �\
NO• 1-.�-�
90A c/vo 80,
BEND
\ /
WELL HOUSE • l
WD NO.
\ 2.02 ACf
\ \
{y/ R��1°t°z60
y \
SrA
BEN0254, ?-1/p^
\\\� �� <�` �i�
45' BEND 3.44,.R.B.
S7A. 7 eB w/ C.R.B
VgC/jUM -41? B
i
1141 E Vq!/LT i
z
\
LOT 14
�in�
o
LOT 17
5.80 AC.f /
i v
2.01 AC.f
STq,
'S�?628 / /
ND
•N D--{
�R�
/
N m
I I
I ° I
O
O
I � I
LOT #3 I 1
6.03 AC.f \ cNL y ONE
\ \ p4 l,,) l/NE- /S
\\
LOT #8
3.38 AC.f
\ Ncryy
�SyOkN f'0 19
3" L/yE
/N sgME
E
Sz�'i�
�ELPV, R ocl
61,
4.28 LOTA f
LOT /I
5.95 ACS o STA. O+ 14.61 2
• I 6" & 2-1/2" 22-1/2(D
50,000 GALLON \ - BENDS W/ C. R.B. 's
STORAGE TANK WD NO. 2
LOT 1'2
5.48 ACf
LOT //10
3.71 ACf
WATER CONSTRUCTION NOTES.
1) PVC TO BE CLASS 160, CONFORMING TO ASTM 1784.
2) PRESSURE TEST AT 200 PSI, LINE JOINTS' AND FITTINGS
TO BE LEF7 OPEN FOR VISUAL TEST FOR 2 HOURS; ANY
LEAKAGE WILL BE REPAIRED.
3) DISINFECT LINE BY PLACING CLORINE TABLETS TO TOP
OF PIPE DURING INSTALLATION; 2 TABLETS PER 20'
REQUIRED.
4) COMPACT BACKFILL TO 95Z UNDER AND WITHIN 5' OF
BUILDING AND TO 90X ELSEWHERE.
5) 2" LINE FROM WELL NO. 1 TO 50,000 GAL STORAGE
TANK TO BE L41D IN THE SAME TRENCH WITH THE 3"
& 6" LINES RESPECTIVELY.
6) HORIZONTAL ALIGNMENT OF THE WATER LINES DEPICTS
A 5• DEf7 E-CTION (MAX.) PER JOINT, ALIGNMENT TO BE
KEPT WITHIN 77 -IE ROADWAY SURFACE.
7) ROAD TO BE ROUGH GRADED BEFORE PLACEMENT OF
ANY UTILIRES.
8) CISTERN TO HAVE DRAFT CONNECTION AS PER CARBONDALE
AND RURAL FIRE PROTECTION DISTRICT SPECIFICATIONS.
� BLUE
�
ND
STA. 34+31.34, 45'
BEND W/ C. R. B.
LO 117 - - \ STA. 34+40, AIR &
3.02 AC.f \ VACUUM VALVE VAULT r _
/ SiEx,llGI \
STA. 35+35. 3, 22-1/2' OULDIMOS \ I I x I
O BEND W/ C. . B. O 0 \ \
16
LOT /16 STA. 33+23.53, 45' I l \\ \ I I Ix
213 ACBEND W/ C.R.B. I \\ m \ \\ LOT 119j -
S A. l6*00, 3"
ATE VALVE 1 \ \\ \ 3.88 AC.f HARRIS
1 \
STA, *00, 3" \ \\ \
\ WD NO. 6 \ \ GATE
II
z I
LOT 115 \ \ , — �\
\ 3.00 ACf \ \ ST �7+86.47, 45'
Py, C.R.B.
\\ �x
\ \\\ 15 STA. 30+32.24, 45'
BEND W/ C.R.B.
00
4.OT 20
21 ISI
LOT #18 \\ 40
\ -m 5.47 AC.f \ \ \ LOT 121 ml
6.45 ACf I I
0 \\ WD NO. 5
\ \\
IVES \\ \\ \ I BEND2W/ C.R.B. 45 \ \ P E P
RRENGGRPJEt \\ \ 2 0J acf
\\ \
STA. 43+14.2-, 45'
O \\ \\ \\\ \ \ \ BEND W/ C.R.B.
\ I
7.41 AC.f \ ST . +43.00, 45' I I I
STA- 48+25j, 1' YARD \ I BEND W .B. I I
\ \� HYDRANT WITH SE I I I I I
STA. 25+ 6, 45' \ �� CISCONTERN
FOF FILL/NG
BEND W I
10 --- /
� - C � SRN I NEW 3" WATER LINE
3.62, 45' C\\ � _ 15000 GALLON
STA. 23+5GSTE7'N I44
(TYPICAL)
BEND W/ C. R. B _ (FIRE PROTECT/ON ONLY) 3 I
I
-WD N0. 4
\I
12 / STA. 48+00.00, 90'
LOT x'11 BEND W/ C.R.B.
3.28 ACf A / LOT X22
LOT X12 \
/ > / 9.06 AC.f
/ � i
5.30 AC.f
\ / 0 /
/AQP, /
25
26
1363. 11, /
- TELEPHONE & ELECTRIC-
�X\ �\ i
LINES TO BE CONNECTED TO-
EX/ST. SYSTEMS, FIELD LOCATE -
PRIOR TO CONSTRUCTION
POWERS \
i \ \
LEGEND
OLOT NUMBER & POTENTIAL BUILDING LOCATION �7
D PERMITTED WELL (NOT DRILLED)
A ACTIVE WELL LOCATION SCALE 1"= 100'
CONTOUR INTERVAL 2'
0 PUMP HOUSE LOCATION
—NTE— NEW TELEPHONE & ELECTRIC LINES
-N3'w- NEW WATER LINE & SIZE
PRELIMINARY PLAN SUBMITTAL 1/21/92
9,0
70 /
A��ESS R/
SITE PLAN
ABSORPTION S YS TEM
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 PERCOLA TION RA TE.
50
SCALE.• l" a 20'
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
the site, provided all setbacks are met.
6. Use risers 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 (51) from the inlet and outlet
ends.
8. The Contractor and Owner shall take whatever measures are necessary
to assure 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
performed to assure conformance with these plans.
11. The following preventative maintenance schedule is recommended 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
which can add substantial amounts of water to the system.
12. Site map & topography supplied by Omer.
SECT/ON A -A
SCALE /" = 3'
DESIGN CRITERIA
1. Number of bedrooms = 3 (plus I loft)
2. Assume 2 persons/bedroom 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.
SCHMUESER GORDON MEYER INC.
_ ENGINEERS & SURVEYORS
M 1512 GRAND AVENUE, SUITE 212
GLENWOOD SPRINGS, COLORADO 81601
(303) 945 - 1004
REVISIONS
NO. I DESCRIPTION I DATE I BY I CMKD.I
r / [ APPROVAL FOR CONSTRUCTION 19181921 DWG
)DEN DEER SUBDIVISION
TYPICAL ABSORPTION SYSTEM
GARFIELD COUNTY C
9//47 11121192 1 RM I NOTED 1 DWG 1 7 of 7