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Refer to plan
Garfield I
Building Req
and comprehe
Plan Review
EGRESS REQUIREMENTS PER 2015 I.B.C., CHAPTER 10 AS FOLLOWS:
A. ACCESSIBLE MEANS OF EGRESS -SECTION 1009
B. DOOR HARDWARE, LOCKS, LATCHES & LANDINGS AT DOORS -SECTION 1010.
C. EXITS -SECTIONS 1022, 1024, 1027, 1028
D. VERIFY DIRECTIONAL EXIT SIGNS & EMERGENCY LIGHTING LOCATIONS PRIOR
TO ELECTRICAL ROUGH -IN INSPECTION
PLUMBING REQUIREMENTS PER I.B.C., CHAPTER 29 AND IN ACCORDANCE WITH
INTERNATIONAL PLUMBING CODE (IPC)
PLUMBING ROUGH -IN INSPECTION REQUIRED PRIOR TO FRAMING INSPECTION.
21-cp 8 Cori
en1s
list of
APPRO ED
SUBJECT TO OTED
EXCEPTIONS & INSPECTIOP
GARFIELD COUNTY
BUILD N DEPA T ENT
DATE L BY
FIELD COPY
NO INSPECTION; W ITHOUI
THESE PLANS ION SITE
Page Or
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CODE ANALYSIS
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(O. 10 GpNt 2015 1BC,IFGC,IMC, 2009 1ECC
l M G A �l 1 #ECG (ryev.GMt g
I�� StGha� 1204 MIXED OCCUPANCY, NON-SEPERATED USES a ' WIL
LQ GROUP A-2: BANQUET HALL, EVENT CENTER Ly �: a o;
GROUP S-2: STORAGE
� y r `27, CV �' n nnouueauau �
in f4v TYPE V-B: NON SPRINKLERED
, a
iishc4 cGc. l21U.2 ! g',f
TABLE 503 2
_ - _
I f� 1 . GROUP A-2 ALLOWABLE HEIGHT: 1 STORY (NON-S INLKERED)
l ci
r f j -y y�� ALLOWABLE AREA: - 5500 SQ.FT.(
RINKLERED
`• i 1 1, !�/ '. _.�\1_._...% ,.`. J ' X . ,"`I./1f*...-. ') ) ,
41 t-_ -_-u �) ,I") g # ALLOWABLE AREA INCREASE WITH AUTOMATIC FIR SPRINKLER MA SYSTEM: ���.
P i t � �§vN SYSTEM: 300%
} N
!�_ i`--_:r#i
•
w
OCCUPANCY a
' N X2PAtfi '.__ + .C./-3t1#,__ ' , •''r'!21tl+l ,.:. �4----'7-) `-fL" lVt..G..._ .-
¢ ASSEMBLY AREA: NON -CONCENTRATED USE (TABL =SAND {
CHAIRS): 3702 SQ.FT./15 SQ.FT. PER OCCUPANT = 2 OCCUPANTS
DRESSING ROOMS: 344 SQ.FT./15 SQ.FT. PER OCCU NT = 23 •
OCCUPANTS
CATERER'S PREP. AREA: 362 42Q.FT./200 SQ.FT. PEF CCUPANT=
IT 'i i s
I 20CCUPANTS
#1 y� 1 �� __. _ _ - MECH/STORAGE: 140 SQ.FT./300 SQ.FT. PER OCCUPANT = 1
OCCUPANT
Ili c5 �'A 12 # zd
-----_------_--� _T _ --
�Ci'
TOTAL OCCUPANT LOAD = 273 OCCUPANTS
- rt�sz caT 7� -
-
- - t�rc,�- Q/f�''► ,�;��}� � �� i RESTROOMS REQUIRED: 137 MEN, 137 WOMEN
ACCESSIBILTY REQUIREMENTS PER 2015 I.B.C., CHAPTER 11 AND S co y WI'�I�A
Icc/A117.1-2009 STANDARDS. „I► T4Z/A � � 7, � f,�rpq err u�rr s � MEN AND WOMEN: 1 WATER CLOSET PER 75 OCCU ANTS:
ACCESSIBLE ENTRANCES AND ACCESSIBILTY WITHIN THE BUILDING vy'�; "_
`� _ � � � � i 2 REQUIRED FOR EACH
SHALL COMPLY WITH 2O15 I.B.C., SECTIONS 1104 AND 1105.1 LAVATORY - I
I 1 REQUIRED E E00 OCCUPANTS:
TOILET FACILITIES SHALL COMPLY WITH ICC/ANSI A117.1, SECTIONS _ - — I
603 THROUGH 609. '„r IXNVIA � oWK, I I I
ovz h'I"t'r i c1 A E�LREQUIRES 1 SERVICE SINK AND 1 DRINKING FOUNT N
ACCESSIBLE WATER FOUNTAINS TO COMPLY WITH ICC/ANSI A117.1,
SECTION 602.aut -' ( GENERAL NOTES 1
CaMIT' Njc
GIM GtNGi
At"
�' � � i CALLODES. CONSTRUCTION TO MEET ALL 2015 IBC AND OTHER APP I ABLE BUILDING
� I I
MIN ILt" ".., �oKc A( %W� �Gt! N i CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE.
r� f 1 BUILDING PLANS FOUNDATION AND STRUCTURALENGINEERING
FLoff� r- _,i, 6107 Awe AID fi mo, ��GT Q ( BY THE t
I Y , BUILDING MANUFACTURER AND OTHERS.
MECHANICAL AND ELECTRICAL PLANS BY OTHERS. •
p % HEAT SYSTEM TO BE GAS FIRED, IN -SLAB, RADIANT HEAT. DESIGN BY
OTHERS.
- -
PROVIDE MECHANICAL VENTILATION SYSTEM AS REQUIRED,
DESIGN BY
•
A FLOODPLAIN ELEVATION CERTIFICATE (FEMA FORM 81-31), SEALED BY A COLORADO
—
__
� OTHERS.ALL EQUIPMENT, APPLIANCES AND BUILDING SHALL COMPL)
WITH THE 2009 -
LICENSED SURVEYOR, IS REQUIRED PRIOR TO FRAMING INSPECTION TO VERIFY FLOOR
INTERNATIONAL ENERGY CONSERVATION CODE. THE OWNE
/CONTRACTOR
ELEVATION IS ONE (1) FOOT MIN. ABOVE FLOOPLAIN ELEVATION.
�`�✓
SHALL CERTIFY THAT THE EQUIPMENT COMPLY WITH THIS CODE
AND SHALL
tr�r, V�1L�
-'�71'Ff
u dLc7 Au. (
I SUBMIT THE NECESSARY REPORTS AND ENERGY COMP. CHECKS
AS
REQUIRED BY THE BUILDING DEPT. PRIOR TO THE EQUIPMENT
INSTALLATION
`d
!�
'MEN
ME N '
AND C.O.
,
OWNER AND GENERAL CONTRACTOR TO PROVIDE A WINDOW,
DOOR AND
il EJ!(I � 'cam �ji ?j DOOR HARDWARE SCHEDULE, SHOWING THE LOCATION OF LL PANIC
'y J`,�.,,€ HARDWARE, TO THE BUILDING DEPT. PRIOR TO INSTALLING NY DOORS.
Dt{�WV4 -f Ml S 4OCJM �' fir± I ENTRANCES AND EXITS DOORS TO HAVE LANDINGS ON EACH SIDE OF THE
DOORS WHICH ARE LEVEL AND AT THE SAME ELEVATION.
, ALL GLAZING IN HAZARDOUS LOCATIONS SHALL BE OF SAFELY GLAZING
olpiz' MATERIAL, TEMPERED GLASS OR EQUAL AND SHALL MEET THE SAFETY
' I 4 GLAZING REQUIREMENTS OF THE 2015 IBC.
r \' PROVIDE EXHAUST FANS IN ALL RESTROOMS AS REQUIRED.
PROVIDE ILLUMINATED EXiT SIGNS AND EMERGENCY LIGHTS'A7 ALL EXIT
c4L�'" LOCATIONS, WITH BATTERY BACK-UP AS REQUIRED. DESIGN AND FIXTURE
r:-=
- ���T. ( SELECTION BY OTHERS.
IN AN EXIT ILLUMINATION, EXIT SIGN AND POWER BACK-UP PLAN SHALL BE
"'arm _ a PROVIDED TO THE BUILDING DEPT. FOR REVIEW AND APPROVAL, PRIOR TO x
-- INSTALLATION.
AN EMERGENCY BACK-UP ELECTRICAL SYSTEM SHALL SUPPLY POWER, FOR (1
A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF
STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON SITE GENERATOR AND
SHALL PROVIDE EMERGENCY POWER SUPPLY FOR MEANS OF EGRESS
ILLUMINATION AND SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING
9;,- �
1 I frutz Ct �7 F�W
AREAS: AISLES, CORRIDORS, EXIT ENCLOSURES AND PASSA AYS, EXIT
ro r < DISCHARGE ELEMANTS AND EXTERIOR LANDINGS, PER 2015 I SECTION
77,VzV5
N!1006.3.
`€ sp ALL EXIT DOORS TO BE OPENABLE FROM THE INSIDE WITHOI USE OF A KEY
:atcrvY OR ANY SPECIAL KNOWLEDGE OR EFFORT, OR PANIC HARDWARE AND SHALL
BE POSTED WITH A SIGN STATING "THIS DOOR TO REMAIN UN CKED DURING W
CL J
BUSINESS HOURS", IN MINIMUM 1" LETTERS ON A CONTRASTING
.o d./.�. f..•.{ �}�r... .\., /.'�E::x ."--
.. y.+ Ci X6 Vil?Nr .�'.E—b. i�C/.- �i4 �F l_`1' ye 4l. i 4
{XT 1 BACKGROUND.
.. 1 i r ,c... _ ! d��- : E�? t- hYSL•`�v ) THc f�iN�.
CI
EXIT DOORS IN GROUP A BUILDINGS, WITH A OCCUPANT LOAD OF MORE 7HA
i , _ == •- _--= - - ���-v -' '------=--- ; :--�.-�=- 300 OCCIPANTS SHALL HAVE PANIC HARDWARE Z
j - PROVIDE FIRE ALARMS, SMOKE, STROBE/HORN DEVICES, DETECTORS AND W
FIRE EXTINGUISHERS AS REQUIRED BY CODE AND THE FIRE MARSHAL. THE, - m
I I2LeBr�ic� �2� SLp 2 n 2rS g�C �' F c:, 2 A ..I
SYSTEM SHALL MEET NFPA 13 LATEST EDITION STANDARDS'A,D LOCAL AHV O
_ __ --
q 2Lp,r, - fit rl i� t f"L O I 1 0/ REQUIREMENTS. = Q.
-----------
ALL RESTROOMS, INTERIOR AND EXTERIOR RAMPS SHALL M ALL � Z (�
HANDICAP AND ADA REQUIREMENTS. MAXIMUM RAMP SLOP OT TO W
w W
STRUCTURAL ENGINEER'S CERTIFICATION OF EXISTING SHELL
THE EXISTING BUILDING SHELL WAS PREVIOUSLY ERECTED AS A NON -PERMITTED
AGRICULTURAL STRUCTURE. IN ORDER TO CHANGE USE OF THE BUILDING FROM
AG USE TO A COMMUNITY EVENT CENTER, THE EXISTING STRUCTURE MUST BE
REVIEWED BY A COLORADO LICENSED PROFESSIONAL ENGINEER TO CERTIFY
THAT THE STRUCTURE COMPLIES WITH GARFIELD COUNTY'S MINIMUM
BUILDING REQUIREMENTS AND 2015 I.B.C. PROVISIONS. PROVIDE ENGINEER'S
WET -SEALED CERTIFICATION REPORT AT FRAME INSPECTION.
-- - - - — --- - : T fi'F rAhUU,(Afl��1 C40%1 AyCpimetS Wi'f '� EXCEED 1.12 SLOPE. 2
ROVIDE DUROCK CEMENT BOARD BACKING OR EQUAL IN AL (AREAS TO
ECEIVE CERAMIC TILE. PROVIDE ACCESSORIES, EXPANSIONJOINTS, ETC. W
l - Ty�pc Z tiwA shell d wig'', S REQUIRED BY THE MANUFACTURER. INSTALL ALL TILE AC ORDING TO cLo r Q
GOY%j ,GVGto1.l �fdUo IN1 ke-vi ,�jQ •G r,� ,Igg�0N HE MANUFACTURER'S SPECIFICATIONS. m6 , I"'
Ah A "• � LL INTERIOR WALLS TO BE 2"X4" NO. 2 D.F. STUDS 16"O.C., UNLESS NOTE M - W W 0
a �lr A be su�o(.w 1 MGM @
�y1 MGM �{a•ol7 SO�t THERWISE. ALL EXTERIOR WALLS TO BE 2"X6" NO. 2 D.F. STUDS @16"O.C. o o
S,c�fi
VI woo r.�qu Vz4WA7 S 7 "' ALL WALLS AND CEILINGS TO RECEIVE 5/8" DRYWALL, UNLESS
CITED
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OTHERWISE. SEE OWNER FOR TEXTURE AND FINISHES.
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OCR F"�L'�-11 `i-- 5040 �; F7.
SEE OWNER FOR ALL INTERIOR FINISHES, HARDWARE, TRIM,
OR TYPE,
M
Z
- -
CABINETS, COUNTERTOPS AND SPECIALTY EQUIPMENT.
M
5
Q
ALL EXIT DOORS TO SWING IN THE DIRECTION OF EXIT TRAMEL
WHEN
SERVING AN OCCUPANT LOAD OF 50 OR MORE.
a
(�
EXITS REQUIRED THE OWNER SHALL SUBMIT MAXIMUM OCCUPANT LOAD SCH
ULE AND
r�
- - - -
SIGNS TO BE POSTED IN ALL ASSEMBLY AREAS TO THE BUILDING
DEPT FOI
-
V
MINIMUM OF 2 EXITS PER IBC, SECTION 1015.1 REVIEW AND APPROVAL, PRIOR TO C.O. W
PROVIDE ACCESIBLE SIGNAGE PER IBC SECTION 1106.1 AND I C/ANSI A117.' r
REQUIRED EXIT WIDTH: OCCUPANT LOAD X .2 INCHES REQUIREMENTS FOR ALL ACCESIBLE HANDICAP PARKING SPACES AND E
EXIT WIDTH REQUIRED: 273 OCCUPANTS X .2 INCHES = 55 INCHES ACCESIBLE BUILDING ENTRANCES. m e
EXIT WIDTH PROVIDE: 216 INCHES DRESSING ROOMS, STOREROOMS AND MECHANICAL ROOMS , ,HALL BE " "
SEPERATED FROM OTHER SPACES BY A ONE HOUR BARRIER WITH
EACH SIDE OF ALL WALLS RI-QUIRED TO BE ONE HOUR RATED.
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1'-8" 8'-8"
1'-8" 1'-8"
8'-8"
1'-8" 1'-8"
8'-8"
8'-8"
FOUNDATION PLAN
SCALE: 1/4" - 1'-0"
FOB
„D„
2'-0"0 'TING
DEPTH
■ 4'-0"
SCHEDULE
POST DETAIL
(4) M So. Pine 11 Nail —Lam 2/S3.1
MARK
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(4) 2x6 So. Pine #1 Nail —Lam
2/S3.1
F3
—
—
—
—
F4
—
—
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FOUNDATION NOTES:
1 PROVIDE 2x8 STRONGBACKS ON INSIDE &
OUTSIDE FACE OF UNBRACED POSTS.
ATTACH W/(2) 16d @ 12" O.C. TYP.
STRUCTURAL ENGINEER'S CERTIFICATION OF EXISTING SHELL
THE EXISTING BUILDING SHELL WAS PREVIOUSLY ERECTED AS A NON -PERMITTED
AGRICULTURAL STRUCTURE. IN ORDER TO CHANGE USE OF THE BUILDING FROM
AG USE TO A COMMUNITY EVENT CENTER, THE EXISTING STRUCTURE MUST BE
REVIEWED BY A COLORADO LICENSED PROFESSIONAL ENGINEER TO CERTIFY
THAT THE STRUCTURE COMPLIES WITH GARFIELD COUNTY'S MINIMUM
BUILDING REQUIREMENTS AND 2015 I.B.C. PROVISIONS. PROVIDE ENGINEER'S
WET -SEALED CERTIFICATION REPORT AT FRAME INSPECTION.
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00 @ FACE OF TOP WALL GIRT IF OVERHANGS
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NOTE: REFER TO DETAILS 7, 8 & 9/S3 FOR HEADER
FRAMING CONDITIONS.
--_--H3- H3_ --- _-----_-H3-_----_----__H3-H3 --_-- i�
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ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0" DRAWN
BW
DATE
2/12/18
CHECI�D
BW
JOB NO.
10126
S2
A FLOODPLAIN ELEVATION CERTIFICATE (FEMA FORM 81-31), SEALED BY A COLORADO
LICENSED SURVEYOR, IS REQUIRED PRIOR TO FRAMING INSPECTION TO VERIFY FLOOR
\ \ ELEVATION IS ONE (1) FOOT MIN. ABOVE FLOOPLAIN ELEVATION.
FEMA FLOOD PLAIN
ELEVATION
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1-1R'k1-1/4 SCHAD PVC REDUCER,\
TYP. (4 PER BED)
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FM. _ - 1-1/4"SCH.40PVCDISTAIBUfION
MmsA - LATERAL PIPE, TYP. _
/ CDPHE APPROVED WATERTIGHT 2,000-GAL INSPECTION PORT, TYP(4PER BED)
PRECAST CONCRETE DUAL 1,000-GALvv
CHAMBER SEPTIC TANK WITH DOSING PUMP a - -PA KA E EE DETAIL.1 "MINIM VER
APPROX100
C G (S ) B UM CO111�FLOOD PL
APPROX100YR 1 # z O FLUSH VALVE ASSEMBLY, TYP.
FLOOD PLAIN (a PEA BED)
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REDUCER
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ELBOW DISTRIBUTION PIPE
Z Flush Valve
Scale: N.T.S.
ATTACH REMOVABLE CAP OR
THREADED CLEANOUT ASSEMBLY. FINISH GRADE
INSTALL MARKER IF CAP T 1
S 0 I
I'OR6"0
PVC RISER
4" OR 6" PVC WYE
4" OR 6"0
4V BEND
` 4" OR 6"0 PVC SEWER LINE
3 Cleanout
Scale: N.T.S.
O
OWTS NOTES
SITE EVALUATION
1. SITE AND SOIL EVALUATIONS WERE PERFORMED BY'. 1, ALL CONSTRUCTION SHALL BE IN A ACCORDANCE WITH CDPHE REGULATION #J43 ONSITE WASTEWATER TREATMENT SYSTEM
BRUCE D LEWIS, PE REGULATION eTWS), MOST CURRENT EDITION AND LOCAL AGENCY REQUIREMENTS WHICH MAY OR MAY NOT SPECIFICALLY BE
BOUNDARIES UNLIMITED INC. NOTED ON THE DRAWINGS. THIS DRAWING IS NOTAN OWTS PERMIT. A PERMIT MUST BE OBTAINED FROM THE APPROPRIATE
923 COOPERAVE STE201 LOCAL AGENCY. THE ENGINEER MUST OBSERVE THE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE A LETTER OF
GLENWOOD SPRINGS, CO 81601 INSPECTION AS REQUIRED BY THE LOCAL GOVERNING AGENCY, THE CONTRACTOR SHALL REQUEST FOR INSPECTION AT LEAST
970,945.5252 48-HOURS PRIOR TO THE SCHEDULED TIME OF BACKFILLING,
2. EVALUATION DATE(S): OCTOBER 11, 2017, 2. CAMPGROUND CABINS DEMAND CALCULATIONS (SEC.43.6.A.4.(1))
2.A. SIX 1-BDRM & THREE 2-BDRM CABINS WITH MOUNDED DOSING AND TREATMENT LEVEL 1 (TLI)
3. PERCOLATION PH TESTS RESULTS: 2.B. AVERAGE DAILY WASTEWATER FL ADWF): ( ) OW A
1 ):
PERC HOLE #1 - 6.7 MPI 2.B.1. CAMPGROUND CABINS WITH KITCHENETTE AND NO LAUNDRY, DISPOSAL, OR DISHWASHER:
PERC HOLE #2 -15.0 MPI TABLE 6.2 - TRAVEL TRAILER PARKS WITH INDIVIDUAL WATER & SEWER HOOKUP: 50 gpdc
PERC HOLE #3 - 7.5 MPI TOTAL ADWF = 50 gpdc * 12 BDRMS * 2 PERSONS/BDRM = 1,200 gpd
PEflC HOLE #4 - 7.5 MPI
3. SEPTIC TANK SEC.43.9.B.. N I
PERC HOLE #5 8.6 MPI 1 2 b) �,,.�tN
PERC HOLE #5 - 6.7 MPI AVG = 8,9 MPI B.A. SIX 1-BDRM & THREE 2-BDRM CABINS AA
0,00
4. SOIL TYPE = 1 (TABLE 10-1) BASED ON PERCOLATION TEST & eplL EVALUATION. TREATMENT LEVEL 1 LTAR- 0.80 galslday/sq.ft. TANKS SIZED TO PERMIT DETENTION OF WASTEWATER DESIGN FLOW FOR A MIN OF 48 HOURS
3.6.1. 48 HR DENTENTION VOL = 1,200grad * 2 DAYS (48 HRS) = 2,400 GALS. ;A j
5. SETBACK REQUIREMENTS FOR A TREATMENT LEVEL 1 STA TRENCHBED, UNLINED SAND FILTER OR SEEPAGE PIT (PEA TABLE 7-1) AND AN EFFECTIVE TOTAL FIRST COMPARTMENT/TANK MIN. VOL = 50% * 48 HR DENT. VOL = 50% * 2,400 GALS = 1,200 GALS �r•,i=�
ADWF=1,700 GPDP. (USE 1,500 GAL SINGLE COMPARTMENT TANK - FIRST TANK IN SERIES) -_:
S.A. SPRING OR WELL=100' SECOND COMPARTMENT/TANK MIN VOL= 48 HR DENT VOL TANK - FIRSTTANK VOL = ifr*•
5.8. POTABLE WATER SUPPLY LINE=25' s'i •.
2,400 GALS -1,500 GALS = 900 GALS $ •. tf
5. C. POTABLE WATER SUPPLY CISTERN-25' i
S.D. DWELLING=20' (USE 1,000-GAL SINGLE COMPARTMENT TANK EQUIPED WITH EQUIPED A DOSING PUMP STATION -SECOND TANK IN A.
••
3
i
0 LINE, PIPE O LINEDIRRIGATIOND C= rN1Nl 1 5.E. PROPERTY LI P R INE IT H 10 4. ABSORPTION AREA CALCULATIONS
5T. INTERMITTENT IRRIGATION LATERAL, INFILTRATION STRUCTURE=25' 4.A, GROUNDWATER WAS ENCOUNTERED AT SIX FEET; FLOOD PLAIN ELEVATION APPROXIMATELY 24" BELOW EXISTING GROUND
5.G. LAKE, WATER COURSE, IRRIGATION DITCH, STREAM OR WETLAND=50'. (DISTANCE REDUCED WITH PVC LINER BARRIER) SURFACE; GOUND SURFACE 15 RELATIVELY FLAT - LESS THAN 20%; THEREFORE, THE ABSORPTION FIELD SYSTEM SHALL BE A
S.H. DRY GULCH, CUT BANK OR FILL A9EA=25' PRESSURE DOSED SHALLOW GRAVELLESS CHAMBER SYSTEM IN A BED CONFIGURATION. SOILS REVIEWED BY BOUNDARIES
5.1. SEPTIC TANK=5' UNLIMITED, INC ON. AND HP-KUMAR, INC, WERE FOUND TO BE TO BE SLIGHTLY SILTY SANDS & GRAVELS WITH PERCOLATION RATES
5.J. RESTRICTIVE LAYER OR GROUNDWATER (VERTICAL): 3' (TREATMENT LEVEL 1, PRESSURE DOSING) RANGING BETWEEN 6,7 AND 15 MINS PER INCH. PERCOLATION TESTS WERE ALSO COMPLETED IN TWO 10 FT X 10 FT X 3 FT
MOUNDED FILL AREAS (LIGHTLY COMPACTED) USING NEARBY EXCAVATED SILTY SANDS & GRAVELS FOR THE FILTER MATERIAL
REQUIREMENTS FOR C S TABLE 7-1): 3. SETBACK REQ IREMEP TS R THE SEPTIC TANK HALL BE PEA
(RESULTING PERCOLATION RATES OF 9.5 AND 14.6 MINIS PER INCH. THE SYSTEM WILL BE OVERSIZED TO ALLOW FOR POSSIBLE
B.A. SPRING OR WELL=50' FILTER MATERIAL AND BACKFILL COMPACTION IRREGULARITIES AND HAS BEEN DESIGNED FOR A TREATMENT LEVEL I LONG TERM
33. POTABLE WATER SUPPLY LINE=10' ACCEPTANCE RATE(LTAR)OF 0.60 gpd/SF(PER TABLE I0-1)
3.C. POTABLE WATER SUPPLY CISTERN =25' GRID WATER 4,B. MINIMUM SOIL TREATMENT AREA A:(SEC.43.10.C.4)
3.D. DWELLING=5'
BE. PROPERTY LINE, PIPE OR LINED IRRIGATION DITCH=10' TEST HOLE SURFACE AREA = EFFECTIVE TOTAL ADWF = 1,200 glad = 1,50o5F
3.F. INTERMITTENT IRRIGATION LATERAL, INFILTRATION STRUCTURE=10' LTAR 0.80 gpd/SF
3.G. LAKE WATER COURSE, IRRIGATION DITCH, STREAM OR WETLAND =50' SIZE ADJUSTMENT FACTORS: PRESSURE DOSING = 1.0; CHAMBERED BED = 0.7 (PER TABLE 10-2 & 10.3)
3.1. DRY GULCH, CUT BANK OR FILL AREA=10' Tn TOPSOIL va TOPSDI- AREA (adi = 1,500 SF * 1.0 • 0.7 = 1,050 SF, ABSORPTION BED IS 12-FT WIDE BY 88-FT LONG
3.1. STA TRENCH/BED, UNLINED SAND FILTER OR SEEPAGE PIT=5' INFI LTRATOR QUICK4: 1,0505F/12 SF/UNIT =88 UNITS- 4 ROWS, 22 UNITS PER ROW
4. SEPTIC TANKS & RISERS (AND ALL JOINTS) MUST BE WATERTIGHT TO OR
PREVENT GROUNDWATER INFILTRATION DUE TO HIGH GROUNDWATER ADS BIODIFFUSER (STD): 1,050 SF / 18.75 SF/UNIT = 56 UNITS 4 ROWS, 14 UNITS PER ROW
AND FLOOD PLAIN ELEVATION
k 266`p5
_CDPHE APPROVED 1,500-GALLON APPROX100YR
\ �(/ SINGLE -COMPARTMENT PRECAST FLOOD PLAIN
0 1 \
8 I \ \ CONCRETE SEPTIC TANK ate
4" 0 PVC SDR35 @ 1 %
u+ 1
G
I
--
SURVEY-BASIS OF ELEVATION
THE COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED -
FOR GARFIELD & MESA UNTIES, COLORADO,DATED DECEBER 1982
UTILIZED BENCHMARK D-156 WITH AN ELEVATION OF 6192.284. THE
BENCHMARK UTILIZED ON THE EAST BRIDGE ABUTMENT ON COLORADO 133
AT COLORADO 82 HAS BEEN LOST. \ slop /
THE NGS DATA SHEET FOR D-156 SHOWS THE NGVD 29 ELEVATION AS -
6192.28. IT SHOWS THE NAVD 88 ELEVATION AS 6195 72. NAVO 88 TO NGV - \
29 DATUM EQUALS MINUS (-) 4.44. COLORADO DEPT OF TRANSPORTATION
(COOT) UTILIZED NAVD 88, BOUNDARIES UNLTD (BUI) TIED INTO CDOT
CONTROL POINTS 9.1 4'HIGHER, THEREFORE BOUNDARIES ORIGINAL
VERTICAL DATUM WAS 13.58 (9.14+4.44) HIGHER THAN FIRM MAPS. BUI /
DATUM ADJUSTED -13.58 FEET EQUALS NGVD 29 FIRM MAPPING.
LEGEND
EXISTING OVERHEAD ELECTRIC
EXISTING WETLAND BOUNDARY
on Yr FEMA FLOOD PLAIN ELEVATION
x x EXISTING FENCE
EDGE OF GRAVEL DRIVE
- - - - - - BOUNDARY LINE
-FM-FM-PROPOSED FORCED MAIN
a"ss a•ss PROPOSED SEWER SERVICE
e°ss sss PROPOSED SEWER MAIN
--< -< -< FLOW LINE OF DITCH
APPROXIMATE LIMITS OF
100 YEAR FLOODWAY (PER FEMA)
APPROXIMATE LIMITS OF
100 YEAR FLOODPLAIN (PER FEMA)
EXISTING DRIVEWAY
NEW GRAVEL DRIVEWAY (W WIDE)
ARALH RENDVABLE CAP ON
THREADED DEANOU'T ASSEMBLY
INSTALLNARI ER F DAP IS TO
BEBLIRIED. GFMU.ES6 CNAMBE9 SYSTEM
uePVO SOVO INFMAIDS ODION 4, ADVANCEC]RAIM'BE
PIm CIR10m IMMS BIODIFFI,ISFR(STANDARC), OR
12'MIN, ENGINEER PW% EC DUAL
24" MAX.
3' MINS' 12' WIDE BED (MAX)-
4 a COURING(UK 0$ -
US[ A HOLE SAN'TO PUT
CENEROF THE
THE
OUTGRCF MENm :•: O :: CD
A9PEFFCRATEOMPIPE.-'�
MEND PBETO RESTDN a FEET;MIM SELECT MEDIUM SAND
BOIIOM OFTHEEEO ROMM EIEVATIOA =6T025
SC MIL UXE?LL SIDES OFRRDI
l \ s
CDPHE APPROVED 1,000-GALLON
ONE -COMPARTMENT PRECAST \ /
CONCRETE SEPTICTANK W/ HIGH /
HEAD DOSING PUMP \ \
TRANSFORMER PAD --/
ELEV: 6105.4'
2" 0 SCH 40 PVC OR PURECORE PIPE -
APPROX. 300 LF (4 PIPE COVER)
670,
^ MIN SLOPE (PER CABIN) � � -
6" 0 PVC SOR35 _� \
n 1-435LF@l%
J m Is I
I m
d a
u' cc
INSPECTION PORT, TYP. (4 PER BED)
.T FLUSH VALVE ASSEMBLY, TYP.
1-1/2"xl-114' SCHAD PVC REDUCER, (4 PER BED)
TYP (4 PER BED) 88 NX22) QUICK4 UNITS OR 1-114' SCHAD PVC DISTRIBUTION
-•-14X4ADS 610DIFFUSER(SID) LATERAL PIPE, TYP,
(1,050 SF MIN. PER BED)
GENERAL ABSORPTION AREA NOTES Item # 2000 Gallon Top Seam Two
2000T-2CP ! Item #
1. INSTALL CHAMBER UNITS INACCORDANCE WITH Compartment with High Head Pump
MANUFACTURER'S RECOMMENDATIONS 150OT-2CP
2.
ABSORPTION BEDS SHALL NOT EXCEED 12-FEET WIDE BY
100-FEET IN LENGTH, SHALL PARALLELTHE TOPOGRAPHY
DESIGN NOTES
AND SHALL BE INSTALLED IN A RECTANGULAR PATTERN
. Design per performance test per ASTM C1227
WHENEVER POSSIBLE. SIX (6) FEET MINIMUM SEPARATION
. Top surface area 87,75 ftz
DISTANCE BETWEEN BEDS
• Pc @ 28 days: concrete = 6.000 PSI Min.
3.
THE BOTTOM OF THE ABSORPTION BED SHALL BE LEVEL
Installation:
YI
AND THE BOTTOM AND SIDEWALLS MUST BE RAKED TO
• Tank to be set on 5" min. sand bed or pea
REMOVE ANY SOIL SMEARS INCURRED DURING THE
gravel
1
EXCAVATION. FAILURE TO DO SO MAY REQUIRE THE
• Tank to be backfilled uniformly on all sides in
CONTRACTOR TO REPLACE THE ABSORPTION FIELD AT
lifts less than 24' and mechanically compacted
HIS/HER OWN EXPENSE.
• Excavated material may be used for backfill,
4.
DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND
provided large stones are removed
AROUND THE FIELD, AS NECESSARY, TO PREVENT SURFACE
• Excavation should be dewatered and tank filled
RUNOFF FROM ENTERING ABSORPTION AREA.
with water prior to being put in service for
5
NO EXCAVATION OF THE ABSORPTION FIELD IS TO BE DONE
installation with water table less than 2' below
; I
DURING WET WEATHER AND USE 0= RUBBER TIRE VEHICLES
grade
OVER THE ABSORPTION AREA IS STRICTLY PROHIBITED.
• Meets Of 644-06 for resilient connectors
5.
UNSUITABLE MATERIAL EXISTING WITHIN THE FIELD SHALL
• Inlet and Outlet Identified above pipe
BE EXCAVATED AND BACKFILL SHA-L CONSIST OF
• Delivered complete with internal piping
IMPORTED LOAMY SAND OR SANDY GRAVEL. THE ENGINEER
• PVC or concrete risers available
SHALL BE CONTACTED IF BEDROCK OR GROUNDWATER IS
• Secondary safety screen available with PVC
7.
ENCOUNTERED IN THE OVEREXCAVATION.
TOPSOIL COVER MAY BE VARIED f-FDOT MINIMUM, 2-FOOT
riser
MAXIMUM) TO ALLOW FOR LANOSCAPING, I
COVER V,rIH 6' OF 70MOIL
ANDAMBI
�-3' MIN
ON ABEVEPABE)
�CROUNE ELEVATION
FLOOD RAIN ELVATIeN
Mounded Pressure Dosing Chamber Bed
Scale: N.T.S.
ALLOWABLE BURY
(Based on Water Table)
WATER TABLE
ALLOWABLE EARTH
FILL
Of -OH
3'-0"
1'-0"
3'-0"
r-o
4-0"
4`-0"
DRY
4 - 0"
I
11000 GAL 1,000 GAL
CHAMBER `I CHAMBER
J` 20" Clear Access
TANK
CN
ID
Boot
Butyl Rubber
Sealant
5"
Top View
Wires to Panel
ORENCO PF3005 PUMP
30 GPM,1/2HP
rPUMP TIVIER FOR 10MIN -
DURATION @ 2 HOUR �«
INTERVAL, SET CUTOFF P
a,I
TORT AT 500 GAL (50°%) I' ,
IEMAINING IN CHAMBER wi �-
Section View
Digging specs
Invert
Dimensions
Net Capacity
15, Long x 8' Wide
56" below inlet invert
Inlet
56"
Outlet
73"
Length
162"
Width
78"
Height
92"
Inlet Side
1559 gallons
Outlet Side
507 gallons
Total
2066 gallons
Min. Height
k Disconnec
Valve
Net weight
Lid Tank To",
5,420 Its 15,5301bs 21,15016s
Water & (719) 395-6764 28005 Co. Rd. 317
Wastewater P.O. Box 925
• Systems Fax: (719) 395-3727 Buena Vista, CO 81211
• Products O
• Service Website: www.valleyprecast.com
Email: frontdesk@valleyprecast.com Lj
DESIGN NOTES
• Design per performance test per ASTM C1227
• Top surface area 62.33 fV
• to @ 28 days; concrete = 6,000 PSI Min.
Installation:
• Tank to be set on 5" min. sand bed or pea
gravel
• Tank to be backfilled uniformly on all sides in
lifts less than 24" and mechanically compacted
• Excavated material may be used for backfill,
provided large stones are removed
• Excavation should be dewatered and tank filled
with water prior to being put in service for
installation with water table less than 2' below
grade
• Meets Of 644-06 for resilient connectors
• Inlet and Outlet identified above pipe
• Delivered complete with internal piping
• Secondary sofa y screen availabla with PVC
riser
a Option of pump or siphon installed
*See installation guide on our website
ALLOWABLE BURY
(Based on Water Table)
WATERTABLE
ALLOWAKE EARTH
FILL
O -0'
3'-0"
T-0'
3'-0"
2'-0'
4'-0'
3'-0'
4'-0'
-- DRY
4'-O' J
-\
200-PERSON EVENT CENTER DEMAND CALCULATIONS (SEC43 6.A4.(1))
2.A. 200-PERSON EVENT CENTER W/RESTROOMS WITH MOUNDED DOSING AND TREATMENT LEVEL 1 (TL1)
2.8. AVERAGE DAILY WASTEWATER FLOW (ADWF):
GRID WATER
2.6.1. 200-PERSON EVENT CENTER W/RESTROOMS AND NO COMMERCIAL KITCHEN, LAUNDRY, DISPOSAL, OR DISHWASHER:
5.2 FT DEPTH
TABLE 6.2 - FACILITIES WITH SHORT-TERM OR TRANSIENT VISITORS or CHURCH: 5 gpdc
-
3
TOTAL ADWF - 5 gpdc * 2000 PERSONS =1,000 Spot
SILTY SANDY
SILTY SANDY
3. SEPTIC TANK(SEC439.B.2.6)
GRAVELS
GRAVELS
B.A. 200-PERSON EVENT CENTER
WITH
COBBLES
WITH
COBBLES
TANKS SIZED TO PERMIT DETENTION OF WASTEWATER DESIGN FLOW FOR A MIN OF 48 HOURS
3.8.1. 48 HR DENTENTION VOL =1,000 gpd * 2 DAYS (48 HRS) = 2000 GALS.
FIRST COMPARTMENT/TANK MIN. VOL = 50% * 48 HR DENT. VOL = 50% * 2,000 GALS = 1,000 GALS
(USE 1,000 GAL SINGLE COMPARTMENT TANK- FIRST TANK IN SERIES)
SECOND COMPARTMENT/TANK MIN VOL = 48 HR DENT VOL TANK - FIRST TANK VOL=
2,000 GALS -1,000 GALS =1000 GALS
(USE 1,000-GAL SINGLE COMPARTMENT TANK EQUIPED WITH EQUIPED A DOSING PUMP STATION - SECOND TANK IN SERIES)
4. ABSORPTION AREA CALCULATIONS
4.A. GROUNDWATER WAS ENCOUNTERED AT SIX FEET; FLOOD PLAIN ELEVATION APPROXIMATELY 24" BELOW EXISTING GROUND
SURFACE; GOUND SURFACE 15 RELATIVELY FLAT- LESS THAN 20%; THEREFORE, THE ABSORPTION FIELD SYSTEM SHALL BE A
PRESSURE DOSED SHALLOW GRAVELLESS CHAMBER SYSTEM IN A BED CONFIGURATION. SOILS REVIEWED BY BOUNDARIES
Site & Soils Evaluation
UNLIMITED, INC ON. AND HP-KUMAR, INC, WERE FOUND TO BE TO BE SLIGHTLY SILTY SANDS & GRAVELS WITH PERCOLATION RATES
RANGING BETWEEN 6.7 AND 15 MINIS PER INCH. PERCOLATION TESTS WERE ALSO COMPLETED IN TWO 10 FT X 10 FT X 3 FT
4
-
-___--
MOUNDED FILL AREAS (LIGHTLY COMPACTED) USING NEARBY EXCAVATED SILTY SANDS & GRAVELS FOR THE FILTER MATERIAL
SCa e,
IN TS.
RESULTING PERCOLATION RATES OF 9.5 AND 14.6 MINIS PER INCH, THE SYSTEM WILL BE OVERSIZED TO ALLOW FOR POSSIBLE
FILTER MATERIAL AND BACKFILL COMPACTION IRREGULARITIES AND HAS BEEN DESIGNED FOR A TREATMENT LEVEL 1 LONGTERM
ACCEPTANCE RATE (LTAR) OF 0.60 gpd/SF (PER TABLE 10-1)
SEPTIC TANK (EMPTY) BUOYANCY CALCULATIONS
4.8, MINIMUM SOIL TREATMENT AREA A:(SEC.43.10.C.4)
VALLEY PRECAST TANKS GAL'S
( )
2000
1500
1000
AREA =EFFECTIVE TOTAL ADWF = 1,000 gpd = 1,150 SF
TANK LENGTH (ft)
13.50
11.00
9.25
LTAR 0,80gpd/SF
TANK WIDTH (ft)
6.50
5.67
5.00
SIZE ADJUSTMENT FACTORS: PRESSURE DOSING = 1.0; CHAMBERED BED = 0.7 (PER TABLE 10-2 & 10-3)
TANK HEIGHT (ft)
5.67
5.67
5.67
AREA (ad)) = 1,150 SF * 1.0 * 0.7 = 805 SF, ABSORPTION BED IS 12-FT WIDE BY 68-FT LONG
Exterior tank Volume (CF)
497.3
353.2
262,1
INFILTRATOR QUICK4: 850 SF / 12 5F/UNIT = 68 UNITS -4 ROWS, 17 UNITS PER ROW
water weight 01c CFI
62.43
62.43
62.43
OR
deplaced water weight( Ibs)
31,043
22,052
16,362
ADS BIODIFFUSER(STD): 850 SF/18.75 SF/UNIT= 48 UNITS 4 ROWS, 12 UNITS PER ROW
Tank Weight(lbs)
21,150
14,360
11,535
NOTE:IN ACCORDANCE TO POLICY NUMBER 6: MULTIPLE INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, TWO SEPARATE ISDS
Add'nweight to Balance (Ibs)
9,893
7,692
4,827
SYSTEMS, EACH WITH DESIGN CAPACITIES LESS THAN 2,000 GPD ARE PERMITTED ON THE SAME PROPERTY SO LONG AS BOTH
Native soil backfill density (lbs/CF)
90
90
90
SYSTEMS COMPLY WITH THE POLICY 6 REQUIREMENTS AND CDPHE REGULATION #i43 ONSITE WASTEWATER TREATMENT SYSTEM
depth of soil backfill over tank (in)
18
18
18
REGULATION (OTWS)
Cal Weight of native soil backfill (Ib)
11,846
8,415
6,244
OK
OK
OK
Note; assumes max water table at top of tank.
1500 Gallon Top Seam
One Compartment
20" Clear Access
u
CADN
I-•,.- -
Top View
Section View
Digging Specs
Invert
Dimensions
Net Capacity
Net Weight
13' Long x 8' Wide
56" below inlet invert
Inlet
56"
Outlet
5Y
Length
132"
width
68"
Height
W
Lid
Tank
Total
1,528 ga loss
3,600Its
10,76014s
14,360Ids
Water & (719) 395-6764 28005 Co. Rd. 317
Wastewater P.O. Box925
• Systems Fax: (719) 395-3727 Buena Vista, CO8'
• Products Website: www.valleyprecast.com
• Service Email: frontdesk@valleyprecast.com
Item #
1000T-1 CP-HH
ALLOWABLE BURY
(Based an Water Table)
WATER TABLE
ALLOWABLE EARTH
FILL
o -0"
2'-0'
1'-0"
3-0"
2'-0"
9'-0"
3'-0"
4,-0"
DRY
4'-0°
1000 Gallon Top Seam
One Compartment with
High Head Pump
DESIGN NOTES
• Design per performance test per ASTM C1227
• Top surface area 46,25 flz Flexible
• to @ 2B days; concrete = 6,000 PSI Min. Boot
Installation:
• Tank to be set on 5' min. sand bed or pea
gravel
• Tank to be backfilled uniformly on all sides in
lifts less than 24" and mechanically
compacted
• Excavated material may be used for backfill,
provided large stones are removed
• Excavation should be dewatered and tank filled
with water prior to being put In service for
installation with water table less than 2' below
grade
• Meets C1644-06for resilient connectors
• Inlet and Outlet identified above pipe
• Delivered complete with Internal piping
• Secondary safety screen available with PVC
riser
Service contracts avaifabfe for maintenance
Top
View
20 Clear Access
TANK
ID n
Minimum Height
ck Disconnect
I Valve
Butyl Rubber
I7 5 Sealant
T T9 PUMP=30GPM
1 400 GAUDOSE 73"
68" (Orenco r 300511
56° or equal)
4„ Section
View
-- 106"
Pump:
• Lowers TSS and improves effluent quality to field
• Easiest pump system to maintain on the market
• Complete installation (wiring, panel, mounting and start-up procedures)
• Complete warranty
Wires to Panel-\_
Digging Specs
Immt
Dimensions
Nat
Capacity
Net Weight
11'Long x7'Witle
56" below inlet Inver
Inlet
56"
Outlet
73"
Length
111"
Width
60"
Height
92"
Lid
Tank
Total
1,042gal
2,620lbs
8,915Its
11.735Its
Water & (719) 395-6764 28005 Co. Rd. 317
Wastewater P.O. Box925
• Systems Buena Vista, CO 81211
• Products Fax: (719) 395-3727
• Service Website: www.valleyprecast.com
Email: frontdesk@valleyprecast.com
MEMMEM
Civil Engineering
d Surveying
n
& Beyond
3Zt
ed Inc
923 Cooper Avenue
Suite 201
Glenwood Springs, CO 81601
telex 970.945.5252
fax: 970.384.2833
Engineer or Surveyor Seal
,• o t F
r 0 0
t 9*
PRELI
�"�• I'I
a I
STRUG
Client Information:
GIANINETTI FAMILY PARTNERSHIP
592 COWEN DR
CARBONDALE, CO 81623
000.000.0000
NORTH
0 50' 100,
Scale: l" = 50'
F-
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PROJECT NO.
12021
.Sheet
FILE NAME:
12021-c base twit
Designer:
3
BDL
-
Drafter:
Date:
2/14/18