FM2020-0001ADDITIONAL SITES
CHRONOLOGY
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT JOHN GAMLIN 79179 AHMANSON
LANE
LA QUINTA CA 92253 (760)634-6543 john@therobertgreenc
ompany.com
LOCAL CONTACT THE ROBERT GREEN COMPANY 343 4TH AVE SAN DIEGO CA 92101 (760)634-6543 john@THEROBERTGRE
ENCOMPANY.COM
OWNER SILVERROCK DEVELOPMENT
COMPANY
3551 FORTUNA RANCH
ROAD
ENCINITAS CA 92024 (760)634-6543 john@therobertgreenc
ompany.com
CONDITIONS
Description: PENDRY RESIDENCES - CONCEPTUAL/BID - PRIVATE FIRE MAINS
Type: FIRE MISCELLANEOUS (WEB)Subtype: Status: APPROVED Applied: 10/12/2020 ECON
Parcel No: 777490014 Site Address: 79179 AHMANSON LN LA QUINTA,CA 92253 Approved: 10/26/2020 KHET
Subdivision: PM 33367 Block: Lot: 22 Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled:
Valuation: $0.00 Occupancy Type: Construction Type: Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: SILVERROCK - LA QUINTA RESORT CONDOMINIUMS - PENDRY
PENDRY RESIDENCES - PA6 - PRIVATE FIRE MAIN "CONCEPTUAL/BID" SET.
*INCLUDES FIRE LANE MARKING DETAILS.
**INCLUDES PA6 PUBLIC WATER MAIN - FIRE HYDRANT FIRE FLOWS CAPABLE OF SUPPORTING 1,625 GPM.
FINANCIAL INFORMATION
Printed: Thursday, February 16, 2023 12:33:41 PM 1 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FM2020-0001
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 10/12/2020 EtrakitContractor
2502 Water System
Analysis Report - 400
GPM.pdf
1
DOC 10/12/2020 EtrakitContractor
2502 LQRC PVT FIRE
APPLICATION 2020-10-
09.pdf
1
DOC 10/12/2020 EtrakitContractor
dd KHentrick LQRC
Pendry Pvt Fire Svc 1st
Submittal.pdf
1
DOC 10/12/2020 EtrakitContractor 2502 Private Fire SET
2020-10-12.pdf 1
BOND INFORMATION
INSPECTIONS
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST FIRE - ETRAKIT
(2 WK)
KOHL
HETRICK 10/12/2020 10/26/2020 10/26/2020 APPROVED SEE ATTACHMENTS NO INSPECTIONS UNDER THIS PERMIT. LOCATE
THE CORRESPONDING FNCUW PERMIT.
1ST PERMIT TECH –
ETRAKIT (1 DAY)
ARMANDO
MAGALLON
10/12/2020 10/13/2020 10/26/2020 COMPLETE
PARENT PROJECTS
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
FIRE STAFF - PER HOUR 101-0000-42420 1 $161.00 $161.00 10/26/20 R62848 CTAAEC478 TRUST
ACCOUNT
THE ROBERT GREEN
COMPANY AMA
Total Paid for FIRE FEES: $161.00 $161.00
TOTALS:$161.00 $161.00
Printed: Thursday, February 16, 2023 12:33:41 PM 2 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FM2020-0001
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 10/12/2020 EtrakitContractor LQ Private Fire Service
Submittal Checklist.pdf 1
DOC 10/26/2020 KOHL HETRICK
FM2020-0001 -
CONCEPTUAL PVT FIRE
MAIN - APPROVED
PLANS.pdf
FM2020-0001 -
CONCEPTUAL PVT FIRE
MAIN - APPROVED
PLANS.pdf
1
DOC 10/26/2020 KOHL HETRICK
FM2020-0001 -
CONDITIONS OF
APPROVAL.pdf
FM2020-0001 -
CONDITIONS OF
APPROVAL.pdf
1
Printed: Thursday, February 16, 2023 12:33:41 PM 3 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FM2020-0001
OBS.
Obscured Area
Obscured Area
OBS.
Water
MM
M
MMM
M
M
M
M
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M
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M
M
M
MTR
NOPARKINGNO
PARKINGNOPARKINGNOPARKINGNOPARKING NOPARKINGNOPARKINGNOPARKINGRESERVEDCLUBHOUSENOPARKINGEV CHARGING
EV CHARGING
EV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGEV C
H
A
R
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EV
C
H
A
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EV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGNO
P
A
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I
NGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGING
SILVERROCK WAYLOT 1
PLAN VIEW
INDEX OF SHEETS
2-5
1
SHEET
COVER SHEET
DESCRIPTION
{PRIVATE WATER IMPROVEMENT PLANS
}1. ALL WORKS SHALL CONFORM WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
LATEST EDITION, A.W.W.A. STANDARDS, UNIFORM PLUMBING CODE LATEST EDITION AND THESE PLANS.
2. ALL WATER MAINS 4" THRU 12" SHALL BE C-900 CLASS 200, 14" AND LARGER SHALL BE C-905 CLASS 15O. WATER PIPE SMALLER
THAN 4" SHALL BE SCHEDULE 40 OR SCHEDULE 80 PVC OR CPVC WITH A PRESSURE RATING GREATER THAN 200 PSI UNLESS
OTHERWISE INDICATED ON THE PLANS. SIZES AS INDICATED ON THE PLANS. AS MANUFACTURED BY JM EAGLE, PACIFIC-WESTERN
MANUFACTURING COMPANY OR ENGINEER APPROVED EQUAL. PIPE
3. FIRE HYDRANTS SHALL BE 6" WET BARREL TYPE WITH ONE 4" OPENING AND TWO 2-1/2" OPENING PER CVWD STANDARD. FIRE
HYDRANT SHALL BE JONES MODEL NO. J-3765 OR AVK MODEL CALIFORNIA 24-50 HP OR APPROVED EQUAL.
4. GATE VALVES 4" THRU 12" SHALL BE RESILIENT-SEATED WITH NON-RISING STEMS CONFORMING TO A.W.W.A. C-509-80. VALVES
LARGER THAN 12" SHALL BE BUTTERFLY VALVES. VALVES SHALL BE FLANGED X FLANGED. AS MANUFACTURED BY AMERICAN AVK,
CLOW, M&H, STOCKHAM, U.S. PIPE, OR ENGINEER APPROVED EQUAL
5. BALL VALVE MATERIAL SHALL BE AS INDICATED ON PLAN. BALL VALVE MATERIAL TO BE EITHER BRONZE BODY OR PVC
SCHEDULE 80. BRONZE VALVE SHALL HAVE NPT THREADS ON BOTH ENDS RATED AT 600 PSI AS MANUFACTURED BY CONBRACO
INDUSTRIES OR ENGINEER APPROVED EQUAL. PVC VALVE SHALL HAVE NPT THREADS ON BOTH ENDS RATED AT 200 PSI AS
MANUFACTURED BY SPEAR OR ENGINEER APPROVED EQUAL.
6. THE MINIMUM COVER FOR WATER MAINS AND WATER SERVICES SHALL BE 36 INCHES. STREET SHALL BE BROUGHT TO
SUBGRADE AND SEWER MAIN SHALL BE INSTALLED BEFORE WATER MAIN LINE IS INSTALLED.
7. THE MINIMUM COVER FOR WATER MAINS AND WATER SERVICES SHALL BE 36 INCHES. STREET SHALL BE BROUGHT TO
SUBGRADE AND SEWER MAIN SHALL BE INSTALLED BEFORE WATER MAIN LINE IS INSTALLED.
8. MINIMUM HORIZONTAL SEPARATION FROM PRIVATE WATER TO PRIVATE SEWER MAINS SHALL BE BY ONE 1-FOOT FROM
OUTSIDE WALL TO OUTSIDE WALL. MINIMUM VERTICAL SEPARATION FOR WATER AND SEWER MAINS AT PERPENDICULAR
CROSSING SHALL BE 1'-FOOT FROM OUTSIDE WALL TO OUTSIDE WALL OF PIPE PER U.P.C.
9. THE CONTRACTOR SHALL TEST AND CHLORINATE PROPOSED WATER MAINS AND SERVICES BACTERIOLOGICAL SAMPLES SHALL
BE CLEARED BY A CERTIFIED TESTING LAB AND SHALL PROVIDE THE WRITTEN RESULTS TO THE ENGINEER. TESTS ON FIRE
SYSTEM SHALL MEET FIRE DEPARTMENT REQUIREMENTS AND S.S.P.W.C.
10. TRENCH EXCAVATION, PIPE BEDDING AND BACKFILL SHALL BE CERTIFIED BY A REGISTERED SOILS ENGINEER PRIOR TO
PLACEMENT OF A.C. OR CONCRETE.
11. IT SHALL BE THE WATER CONTRACTOR'S RESPONSIBILITY TO SET WATER VALVE RISER, FRAME AND COVER TO FINISH GRADE
AFTER PAVING IN ACCORDANCE WITH CVWD STANDARD DRAWING NO. W-17A MODIFY VALVE COVER TO ONLY READ "WATER" OR
"FIRE" AS APPROPRIATE.
12. ALL CONNECTIONS MADE TO EXISTING FACILITIES WILL BE AT CONTRACTOR'S EXPENSE.
13. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY STANDARDS AND REVIEW THE PLANS IN DETAIL WITH THE ENGINEER PRIOR
TO START OF CONSTRUCTION.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL FACILITIES UNTIL PROJECT IS
COMPLETED.
15. EXISTING UTILITIES MAY OR MAY NOT BE SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY AND PROTECT ALL UTILITIES IN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN HEREON.
THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND NOTIFY COMPANIES 48 HOURS IN ADVANCE OF THE
BEGINNING OF CONSTRUCTION AND CALL U.S.A. UNDERGROUND SERVICE ALERT AT 1-800-227-2600.
16. ALL FITTINGS SHALL BE DUCTILE IRON PUSH-ON BY PUSH-ON EQUIPPED WITH "TYTON" PUSH-ON OR MECHANICAL JOINTS
UNLESS OTHERWISE NOTED ON PLANS. JOINT RESTRAINT SHALL BE "MEGA LUG" BY EBAA IRON WORKS, SERIES 1600 BELL
RESTRAINT HARNESS, OR ENGINEER APPROVED EQUAL.
17. LENGTH OF RESTRAINED PIPE SHALL BE A MINIMAL OF 54-LINEAL FEET IN EACH DIRECTION OF FITTING AND BRANCH OF TEE
OR AS INDICATED ON PLAN.
18. ALL NUTS, WASHERS AND BOLTS SHALL BE STAINLESS STEEL.
19. BLUE DOT MARKERS SHALL BE PLACED ADJACENT TO FIRE HYDRANTS LOCATED ON THE CENTERLINE OF THE STREET OR
DRIVEWAY.
20. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
{NOTE:}
{THIS PLAN IS FOR PLANNING/BUILDING PERMIT
ONLY. THE INSTALLING CONTRACTOR MUST
HOLD A VALID C-16 LICENSE. THE INSTALLING
CONTRACTOR SHALL SUBMIT PLANS AND
PRESSURE LOSS CALCULATIONS TO FIRE FOR
APPROVAL AND A FIRE SYSTEM
CONSTRUCTION PERMIT.}
PROP. REDUCER
BO
M
A/V
M
EX. WATER MAIN
PROP. PRIVATE FIRE LINE
PROP. DETECTOR CHECK
PROP. CLEAN OUT
PROP. MANHOLE
EX. SEWER MAIN
PROP. WATER SERVICE
PROP. SEWER LATERAL
PROP. AIR/VACUUM RELIEF VALVE
PROP. WATER SERVICE WITH BACKFLOW DEVICE
PROP. REDUCER VALVE AND BLOW-OFF ASSEMBLY
PROP. FIRE HYDRANT ASSEMBLY
PROP. GATE VALVE OR BUTTERFLY VALVE
EX. UTILITIES: GAS, TELEPHONE, TV, ETC.
%%ULEGEND
PROP. PRIVATE SEWER MAIN
PROP. STORM DRAIN
PROP. STORM DRAIN MANHOLE
PHASE LINE
CENTERLINE
BOUNDARY
CITY/COUNTY BOUNDARY LIMITS
PROP. PRIVATE FIRE SERVICE LINE
PROP. PRIVATE WATER MAIN
FS
S
SHEET
SHEETS
8
OF
DATE
CASE # - APPROVAL:
RIVERSIDE COUNTY FIRE DEPARTMENT
THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR-SUBJECT TO COMPLIANCE WITH APPLICABLE CODES
MSA CONSULTING ,INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320.9811 msaconsultinginc.com
Copyright 2020
All Rights Reserved
MSA Consulting, Inc.c
N
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C75478
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MARCO T. CELEDON, R.C.E. NO. 75478
PREPARED UNDER THE DIRECT SUPERVISION OF:
IN THE CITY OF LA QUINTA, CALIFORNIA
TRACT MAP NO. 37930
SILVERROCK RESORT - LQ RESORT CONDOMINIUMS
PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE 1/4 OF SEC. 8, T.6S., R.7E., S.B.M.
PRIVATE FIRE SERVICE PLAN
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
MP
CC
MTC
CHECKED BY
DRAWN BY
DESIGNED BY
DATE DATEAPPR.REVISIONS
DATE
LA QUINTA OFFICE OF THE FIRE MARSHAL
{CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINEINTERSECTION OF AVENUE 54 AND JEFFERSON STREET.ELEVATION = 5.467' (NAVD88)
PROJECT ELEVATION AT BM #430 = ELEV. 3.903'
TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM,
ADD 1.564' TO ELEVATIONS SHOWN.}
%%UBENCHMARK BM #430
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 5.467' (NAVD88)3.903'EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: {\C5;N 02°12'49" W}
{PROJECT ELEVATION
AT BM #430}
INSTALLING CONTRACTOR ACCEPTANCE
(SEAL)
BUSINESS NAME:{
}ADDRESS:{
}
RESPONSIBLE
MANAGING OFFICER:{ }
SIGNATURE:{ }DATE:{ }LIC #:EXP DATE:
1
{\H1.42857x;SHEET 2}{\H1.42857x;SHEET 3}{\H1.42857x;SHEET 4}
{\H1.42857x;SHEET 5}
PREPARED FOR:
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH,
RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN
SILVEROCK DEVELOPMENT COMPANY
79-179 AHMANSON LANE
LA QUINTA, CA 92253
(760) 634-6543
{NOTE TO CONTRACTOR: SITE CONDITIONS}
{CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE
SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS.
THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC.}
{NOTE TO CONTRACTOR: EXISTING UTILITIES}
{THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE
CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE
COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.
THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN
UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH
CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK,
INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF
SAID WORK.
ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL
NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL
BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED.}
{NOTE TO CONTRACTOR: QUANTITY ESTIMATE}
{MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES,
INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE
FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION.}
{UTILITIES}
{IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2651
WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651
SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651
ELECTRIC SOUTHERN CALIFORNIA EDISON (760) 202-4291
GAS THE GAS COMPANY (760) 323-1851
TELEPHONE FRONTIER COMMUNICATIONS (800) 921-8104
CABLE T.V. TIME WARNER CABLE - SPECTRUM (800) 892-4357
USA UNDERGROUND SERVICE ALERT 811}
{NOTE TO CONTRACTOR: CONSTRUCTION OBSERVATION
THESE DRAWINGS WERE PREPARED BY MSA CONSULTING, INC. (MSA) USING CURRENTLY ACCEPTED INDUSTRY AND AGENCY STANDARDS. MSA HAS NO CONTROL
OVER THE CONTRACTOR'S MEANS OR METHODS; AND UNLESS MSA IS ENGAGED TO PERFORM FULL-TIME, ON-SITE OBSERVATION, MSA CANNOT REPRESENT THAT
THE CONSTRUCTION IS COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS OR APPROPRIATE SPECIFICATIONS.
UNLESS MSA IS PERFORMING FULL-TIME, ON-SITE OBSERVATION, MSA'S RESPONSIBILITY AS THE CIVIL ENGINEER OF RECORD IS LIMITED TO THE DESIGN AT THE
ONSET OF CONSTRUCTION. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO
ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY, AND
AGREES TO DEFEND, INDEMNIFY AND HOLD MSA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF MSA EMPLOYEES. MSA DOES NOT GUARANTEE THE COMPLETION OR QUALITY
OF PERFORMANCE OF CONTRACTS BY THE CONSTRUCTION CONTRACTOR, OR OTHER THIRD PARTIES, NOR IS MSA RESPONSIBLE FOR THEIR ACTS OR OMISSIONS.}
(FOR PERMIT PURPOSES ONLY)
%%UQUANTITY ESTIMATE
DELETED
FURNISH AND INSTALL 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3
3
7
%%UCONSTRUCTION NOTES
1 FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE(42" TYPICAL COVER UNLESS NOTED ON PLAN)
4
6
CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 29
10 CONTRACTOR TO CONNECT 8" PVC C-900 PIPE TO BUILDING SPRINKLER SYSTEM, IF BUILDINGSPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F"
CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR11
1573 L.F.-
15 EA.5 EA.12 EA.12 EA.5 EA.
5
6 EA.
31 EA.
FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS12
ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER
PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11 6 EA.
FURNISH AND INSTALL 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 38 1 EA.
DELETED2
EAST
NORTH
SOUTH
WEST
ASSEMBLY
BEGINNING OF CURVE
BLOW-OFF
BUTTERFLY VALVE
CURVE
CENTERLINE
DUCTILE IRON
EACH
END OF CURVE
EASEMENT
EXISTING
FIRE HYDRANT
GATE VALVE
INVERT
LATERAL
LINEAL FEET
MANHOLE
NOT TO SCALE
PROPERTY LINE
POINT OF COMPOUND CURVE
PROPOSED
RIGHT OF WAY
SIDEWALK
SERVICE
TOP OF MANHOLE
TYPICAL
VITRIFIED CLAY PIPE
WET BARREL
E
N
S
W
ASSY.
BC
BO
BV
C#
C/L
DI
EA.
EC
ESMT.
EX
FH
GV
LAT.
L.F.
MH
N.T.S.
P/L
PCC
PROP.
R/W
S/W
SER.
TMH
TYP.
VCP
WB
%%UABBREVIATIONS
PRC POINT OF REVERSE CURVE
PUE PUBLIC UTILITY EASEMENT
DWG.DRAWING
NE
SE
SW
NW NORTHWEST
SOUTHWEST
NORTHEAST
SOUTHEAST
DEPTHD
HZ HORIZONTAL
VERTICALVERT
CLEAN OUT
CURB AND GUTTERC&G
CO
L#LINE
SWR.SEWER
WATERWTR.
AIR VACUUMA/V
BEGIN CURB RETURNBCR
C.B.CATCH BASIN
DEFLECTIONDEFL.
DRIVEWAYDWY
END CURB RETURNECR
EP EDGE OF PAVEMENT
GB GRADE BREAK
POC POINT ON CURVE
TOP OF CLEAN OUTTCO
TELEPHONETELE
ELECTRICELEC
CABLE TELEVISIONCATV
%%UINDEX MAP
0'200'
SCALE 1"=100'
100'300'400'
COVER SHEET
–
”
””””
””””
“”
∂
∂
∂
∂
∂
∂
””””
∂
∂
∂
∂“”
“”
SIGNAGE AND STRIPING6-7
AVENUE 54MADISON STREETJEFFERSON STREETNTS
%%UVICINITY MAP
98
45
7
6
AVENUE 52
AVENIDA BERMUDASWASHINGTONSTREETAVENUE 52
AVENUE 50
SITE SILVERROCKWAY
UNDERGROUND REQUIREMENTS8
R:\2502\ACAD\Improvement Plans rivate Fire endry Residences\2502 Private Fire 01.dwg, 10/12/2020 1:42:12 PM, CCuevas, MSA Consulting, Inc.10/12/2020
M
M
M
M
M
NOPARKINGNO
PARKING NOPARKINGEV CHARGI
N
G
EV CHARGIN
G
EV CHARGINGEV CHARGINGEV CHARGINGEV CHARGING10
10
FIRE BOP 17.03
SWR TOP 16.37
FIRE BOP 17.27
SWR TOP 15.82
MM
40'
SCALE 1"=20'
0'20'60'80'SHEET
SHEETS
8
OF
DATE
CASE # - APPROVAL:
RIVERSIDE COUNTY FIRE DEPARTMENT
THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR-SUBJECT TO COMPLIANCE WITH APPLICABLE CODES
MSA CONSULTING ,INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320.9811 msaconsultinginc.com
Copyright 2020
All Rights Reserved
MSA Consulting, Inc.c
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C75478
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MARCO T. CELEDON, R.C.E. NO. 75478
PREPARED UNDER THE DIRECT SUPERVISION OF:
IN THE CITY OF LA QUINTA, CALIFORNIA
TRACT MAP NO. 37930
SILVERROCK RESORT - LQ RESORT CONDOMINIUMS
PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE 1/4 OF SEC. 8, T.6S., R.7E., S.B.M.
PRIVATE FIRE SERVICE PLAN
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
MP
CC
MTC
CHECKED BY
DRAWN BY
DESIGNED BY
DATE DATEAPPR.REVISIONS
DATE
LA QUINTA OFFICE OF THE FIRE MARSHAL
{CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINEINTERSECTION OF AVENUE 54 AND JEFFERSON STREET.ELEVATION = 5.467' (NAVD88)
PROJECT ELEVATION AT BM #430 = ELEV. 3.903'
TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM,
ADD 1.564' TO ELEVATIONS SHOWN.}
%%UBENCHMARK BM #430
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 5.467' (NAVD88)3.903'EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: {\C5;N 02°12'49" W}
{PROJECT ELEVATION
AT BM #430}
INSTALLING CONTRACTOR ACCEPTANCE
(SEAL)
BUSINESS NAME:{
}ADDRESS:{
}
RESPONSIBLE
MANAGING OFFICER:{ }
SIGNATURE:{ }DATE:{ }LIC #:EXP DATE:
2
DELETED
FURNISH AND INSTALL 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3
3
7
%%UCONSTRUCTION NOTES
1 FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE(42" TYPICAL COVER UNLESS NOTED ON PLAN)
4
6
CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 29
10 CONTRACTOR TO CONNECT 8" PVC C-900 PIPE TO BUILDING SPRINKLER SYSTEM, IF BUILDINGSPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F"
CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR11
5
FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS12
ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER
PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11
FURNISH AND INSTALL 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 38
DELETED2
FF 22.67
FF 20.37
BLDG 10
FF 19.27
BLDG 9
BLDG 11
GARAGE 10
GARAGE 11
SEE SHEET 2
PLAN VIEW\A1;34'\A1;30'\A1;30'
\A1;34'
\A1;6.5'
\A1;9.5'
10
\A1;2'\A1;2'0'10'
SCALE 1"=5'
5'15'20'
%%UDETAIL A
SEE DETAIL A
\A1;4'
%%UPOST INDICATOR/FIRE DEPT. CONNECTION DETAIL
NTS\A1;36" MIN.\A1;36" MIN.INDICATOR POST
FINISHED GRADE
INSTALL P.I.V.
TAMPER SWITCH.
4"/6"/8" SCH. 40
GALVANIZED
STEEL PIPE GALVANIZED
FLANGE
TEE WITH FLANGE JOINT
SIZE PER PLAN
VALVE
SEE PLAN
4"X2.5"X2.5" SIAMESE CONNECTION
W/ CLAPPER INTERNAL CHECK VALVE
(POTTER-ROEMER # 5731) (LARGER
SPRINKLER FLOW WILL REQUIRE
SEE PLAN FOR SIZES
SEE PLAN FOR SIZES
CHECK VALVE
NTS
%%UPOST INDICATOR/FIRE DEPT.
%%UCONNECTION SIGN DETAIL
SIGN
(SEE SIGN
DETAIL)
ADDRESS
ADDRESS
ADDITIONAL 2.5" CONNECTIONS.
COORDINATE WITH BUILDING
SPRINKLER DESIGNER.)
9
SIZES
MATCHLINE
%%UCROSSING DETAIL
%%UFIRE SERVICE TO
%%UDOMESTIC WATER
NTS
2"/3" DOMESTIC
PROP. FIRE
WATER LINE
\A1;30" MIN.\A1;40" MIN.6" MIN.
CLEAR
IF REQUIRED DEFLECT DOMESTIC WATER PIPE AS NEEDED (WITHIN MANUFACTURERS RECOMMENDATIONS)
NOTE: 90% RELATIVE RECOMPACTION, 95% WHEN TRENCHES ARE WITHIN 10 FEET OF ANY BUILDING
\A1;95%/90% RELATIVERECOMPACTIONSERVICE
\A1;3.9'
WTR BOP 16.32
FIRE TOP 15.57
R:\2502\ACAD\Improvement Plans rivate Fire endry Residences\2502 Private Fire 02.dwg, 10/12/2020 1:49:19 PM, CCuevas, MSA Consulting, Inc.10/12/2020
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ING SILVERROCK WAY
10
10
M
40'
SCALE 1"=20'
0'20'60'80'SHEET
SHEETS
8
OF
DATE
CASE # - APPROVAL:
RIVERSIDE COUNTY FIRE DEPARTMENT
THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR-SUBJECT TO COMPLIANCE WITH APPLICABLE CODES
MSA CONSULTING ,INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320.9811 msaconsultinginc.com
Copyright 2020
All Rights Reserved
MSA Consulting, Inc.c
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MARCO T. CELEDON, R.C.E. NO. 75478
PREPARED UNDER THE DIRECT SUPERVISION OF:
IN THE CITY OF LA QUINTA, CALIFORNIA
TRACT MAP NO. 37930
SILVERROCK RESORT - LQ RESORT CONDOMINIUMS
PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE 1/4 OF SEC. 8, T.6S., R.7E., S.B.M.
PRIVATE FIRE SERVICE PLAN
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
MP
CC
MTC
CHECKED BY
DRAWN BY
DESIGNED BY
DATE DATEAPPR.REVISIONS
DATE
LA QUINTA OFFICE OF THE FIRE MARSHAL
{CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINEINTERSECTION OF AVENUE 54 AND JEFFERSON STREET.ELEVATION = 5.467' (NAVD88)
PROJECT ELEVATION AT BM #430 = ELEV. 3.903'
TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM,
ADD 1.564' TO ELEVATIONS SHOWN.}
%%UBENCHMARK BM #430
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 5.467' (NAVD88)3.903'EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: {\C5;N 02°12'49" W}
{PROJECT ELEVATION
AT BM #430}
INSTALLING CONTRACTOR ACCEPTANCE
(SEAL)
BUSINESS NAME:{
}ADDRESS:{
}
RESPONSIBLE
MANAGING OFFICER:{ }
SIGNATURE:{ }DATE:{ }LIC #:EXP DATE:
3
DELETED
FURNISH AND INSTALL 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3
3
7
%%UCONSTRUCTION NOTES
1 FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE(42" TYPICAL COVER UNLESS NOTED ON PLAN)
4
6
CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 29
10 CONTRACTOR TO CONNECT 8" PVC C-900 PIPE TO BUILDING SPRINKLER SYSTEM, IF BUILDINGSPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F"
CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR11
5
FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS12
ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER
PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11
FURNISH AND INSTALL 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 38
DELETED2
FF 20.97
BLDG 7
FF 19.07
BLDG 8\A1;34'\A1;30'\A1;34'
\A1;6.5'
\A1;30'\A1;6.5'0'10'
SCALE 1"=5'
5'15'20'
%%UDETAIL B
\A1;5'
MATCHLINESEE SHEET 4
SEE SHEET 2MATCHLINE
PLAN VIEW
%%UTHRUST BLOCK DETAIL
N.T.S.
TOP VIEWTOP VIEW
THRUST BLOCK BEARING AREA
TEE, VALVES, & DEAD ENDS 90%%D BEND 22-1/2%%D
\A1;90%%D
\A1;90%%D\A1;90%%D
CASE
%%UDETAIL A
8"20 S.F.28 S.F.8 S.F.15 S.F.4 S.F.
12"42 S.F.59 S.F.17 S.F.32 S.F.9 S.F.
{GENERAL NOTES FOR THRUST BLOCK:
1. THRUST BLOCK BEARING AREAS ARE BASED ON THE FOLLOWING (NFPA 24):
A. TEST PRESSURE: 200 PSI
B. COVER: 3 FEET
C. SOIL TYPE: SOFT CLAY (1,000 PSF)
D. FACTOR OF SAFETY: 1.5
2. CONCRETE THRUST BLOCK SHALL BE CONSTRUCTED OF 450-C-2000 CONCRETE.
3. IN COMPLIANCE WITH NFPA 24.}
%%URESTRAINED JOINT DETAIL
N.T.S.
RESTRAINED JOINT REQUIREMENTS
TEE 90%%D BEND 22-1/2%%DPIPE SIZE
%%UDETAIL B
{GENERAL NOTES FOR RESTRAINED JOINTS:
1. LENGTHS SHOWN ARE BASED ON THE FOLLOWING (NFPA 24):
A. TEST PRESSURE: 200 PSI
B. COVER: 3 FEET
C. SOIL TYPE: SOFT CLAY (ML) (1,000 PSF)
D. FACTOR OF SAFETY: 1.5
C. TYPE 3 LAYING CONDITION: PIPE BEDDED IN 4 INCHES MINIMUM LOOSE
SOIL. BACKFILL LIGHTLY CONSOLIDATED TO TOP OF THE PIPE.
2. ALL JOINTS WITHIN LENGTH "L" SHALL BE RESTRAINED.
3. RESTRAINED JOINT LENGTHS SHOWN ARE FOR HORIZONTAL
INSTALLATIONS ONLY.
4. IN COMPLIANCE WITH NFPA 24.}
DEAD ENDS
8"111 FT.53 FT.11 FT.22 FT.6 FT.129 FT.
12"164 FT.73 FT.15 FT.31 FT.8 FT.182 FT.
TOP VIEW \A1;ANGLE\A1;L
\A1;90%%D
TOP VIEW TOP VIEW\A1;L
6"81 FT.41 FT.8 FT.17 FT.4 FT.99 FT.
{NOTE TO CONTRACTOR RESTRAINED JOINTS:
IF PIPELINE IS COMPLETELY RESTRAINED AT ALL JOINTS, THRUST BLOCKS WILL NOT BE
REQUIRED. ANY ADDITIONAL THRUST BLOCKS INSTALLED WILL INCREASE THE SAFETY
FACTOR OF THE SYSTEM. }
WTR BOP 16.39
FIRE TOP 15.66
R:\2502\ACAD\Improvement Plans rivate Fire endry Residences\2502 Private Fire 03.dwg, 10/12/2020 1:43:24 PM, CCuevas, MSA Consulting, Inc.10/12/2020
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\A1;5.5'NOPARKINGNOPARKINGNOPARKINGRESERVEDCLUBHOUSEEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGM
M
M
WTR BOP 19.39
FIRE TOP 18.53
40'
SCALE 1"=20'
0'20'60'80'SHEET
SHEETS
8
OF
DATE
CASE # - APPROVAL:
RIVERSIDE COUNTY FIRE DEPARTMENT
THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR-SUBJECT TO COMPLIANCE WITH APPLICABLE CODES
MSA CONSULTING ,INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320.9811 msaconsultinginc.com
Copyright 2020
All Rights Reserved
MSA Consulting, Inc.c
N
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C75478
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A LF
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L
MARCO T. CELEDON, R.C.E. NO. 75478
PREPARED UNDER THE DIRECT SUPERVISION OF:
IN THE CITY OF LA QUINTA, CALIFORNIA
TRACT MAP NO. 37930
SILVERROCK RESORT - LQ RESORT CONDOMINIUMS
PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE 1/4 OF SEC. 8, T.6S., R.7E., S.B.M.
PRIVATE FIRE SERVICE PLAN
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
MP
CC
MTC
CHECKED BY
DRAWN BY
DESIGNED BY
DATE DATEAPPR.REVISIONS
DATE
LA QUINTA OFFICE OF THE FIRE MARSHAL
{CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINEINTERSECTION OF AVENUE 54 AND JEFFERSON STREET.ELEVATION = 5.467' (NAVD88)
PROJECT ELEVATION AT BM #430 = ELEV. 3.903'
TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM,
ADD 1.564' TO ELEVATIONS SHOWN.}
%%UBENCHMARK BM #430
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 5.467' (NAVD88)3.903'EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: {\C5;N 02°12'49" W}
{PROJECT ELEVATION
AT BM #430}
INSTALLING CONTRACTOR ACCEPTANCE
(SEAL)
BUSINESS NAME:{
}ADDRESS:{
}
RESPONSIBLE
MANAGING OFFICER:{ }
SIGNATURE:{ }DATE:{ }LIC #:EXP DATE:
4
DELETED
FURNISH AND INSTALL 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3
3
7
%%UCONSTRUCTION NOTES
1 FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE(42" TYPICAL COVER UNLESS NOTED ON PLAN)
4
6
CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 29
10 CONTRACTOR TO CONNECT 8" PVC C-900 PIPE TO BUILDING SPRINKLER SYSTEM, IF BUILDINGSPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F"
CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR11
5
FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS12
ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER
PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11
FURNISH AND INSTALL 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 38
DELETED2
FF 22.77
BLDG 5
FF 22.17
BLDG 4
FF 22.57
BLDG 6
FF 22.97
CLUBHOUSE
MATCHLINE
SEE SHEET 5
SEE SHEET 3MATCHLINEPLAN VIEW
0'10'
SCALE 1"=5'
5'15'20'
%%UDETAIL C
0'10'
SCALE 1"=5'
5'15'20'
%%UDETAIL D\A1;3.75'\A1;5'\A1;34'\A1;34'\A1;30'\A1;6.5'\A1;30'\A1;2'R:\2502\ACAD\Improvement Plans rivate Fire endry Residences\2502 Private Fire 04.dwg, 10/12/2020 1:52:39 PM, CCuevas, MSA Consulting, Inc.10/12/2020
M M
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NOPARKINGNO
PARKING
NOPARKINGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGING
10
5
10
FIRE BOP 20.15
SWR TOP 18.21
FIRE BOP 20.14
SWR TOP 18.36
FIRE BOP 21.11
SWR TOP 20.39
FIRE BOP 20.55
SWR TOP 18.34
40'
SCALE 1"=20'
0'20'60'80'SHEET
SHEETS
8
OF
DATE
CASE # - APPROVAL:
RIVERSIDE COUNTY FIRE DEPARTMENT
THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR-SUBJECT TO COMPLIANCE WITH APPLICABLE CODES
MSA CONSULTING ,INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320.9811 msaconsultinginc.com
Copyright 2020
All Rights Reserved
MSA Consulting, Inc.c
N
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NA
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C75478
TERE
R
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I A
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I F R
V II
A LF
T
A TE
L
MARCO T. CELEDON, R.C.E. NO. 75478
PREPARED UNDER THE DIRECT SUPERVISION OF:
IN THE CITY OF LA QUINTA, CALIFORNIA
TRACT MAP NO. 37930
SILVERROCK RESORT - LQ RESORT CONDOMINIUMS
PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE 1/4 OF SEC. 8, T.6S., R.7E., S.B.M.
PRIVATE FIRE SERVICE PLAN
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
MP
CC
MTC
CHECKED BY
DRAWN BY
DESIGNED BY
DATE DATEAPPR.REVISIONS
DATE
LA QUINTA OFFICE OF THE FIRE MARSHAL
{CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINEINTERSECTION OF AVENUE 54 AND JEFFERSON STREET.ELEVATION = 5.467' (NAVD88)
PROJECT ELEVATION AT BM #430 = ELEV. 3.903'
TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM,
ADD 1.564' TO ELEVATIONS SHOWN.}
%%UBENCHMARK BM #430
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 5.467' (NAVD88)3.903'EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: {\C5;N 02°12'49" W}
{PROJECT ELEVATION
AT BM #430}
INSTALLING CONTRACTOR ACCEPTANCE
(SEAL)
BUSINESS NAME:{
}ADDRESS:{
}
RESPONSIBLE
MANAGING OFFICER:{ }
SIGNATURE:{ }DATE:{ }LIC #:EXP DATE:
5
DELETED
FURNISH AND INSTALL 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3
3
7
%%UCONSTRUCTION NOTES
1 FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE(42" TYPICAL COVER UNLESS NOTED ON PLAN)
4
6
CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 29
10 CONTRACTOR TO CONNECT 8" PVC C-900 PIPE TO BUILDING SPRINKLER SYSTEM, IF BUILDINGSPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F"
CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR11
5
FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS12
ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER
PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11
FURNISH AND INSTALL 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 38
DELETED2
FF 24.27
BLDG 1
FF 25.07
BLDG 2
FF 24.07
BLDG 3
GARAGE 1GARAGE 1
\A1;30'\A1;30'\A1;9'\A1;5'\A1;2.83'0'10'
SCALE 1"=5'
5'15'20'
%%UDETAIL E\A1;2'
PLAN VIEW
SEE SHEET 4
MATCHLINE
\A1;2'\A1;2'R:\2502\ACAD\Improvement Plans rivate Fire endry Residences\2502 Private Fire 05.dwg, 10/12/2020 1:54:30 PM, CCuevas, MSA Consulting, Inc.10/12/2020
NOPARKINGNO
PARKINGNOPARKINGNOPARKINGRESERVEDCLUBHOUSE NOPARKINGEV CHARGIN
G
EV CHARGIN
G
EV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGEV
C
H
A
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RK
I
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Obscured Area
DirtMMM
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\A1;14.5'SILVERROCK WAYLOT 1
SHEET
SHEETS
8
OF
DATE
CASE # - APPROVAL:
RIVERSIDE COUNTY FIRE DEPARTMENT
THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR-SUBJECT TO COMPLIANCE WITH APPLICABLE CODES
MSA CONSULTING ,INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320.9811 msaconsultinginc.com
Copyright 2020
All Rights Reserved
MSA Consulting, Inc.c
N
I
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NA
E IF
C75478
TERE
R
E
I
R
I A
N
I F R
V II
A LF
T
A TE
L
MARCO T. CELEDON, R.C.E. NO. 75478
PREPARED UNDER THE DIRECT SUPERVISION OF:
IN THE CITY OF LA QUINTA, CALIFORNIA
TRACT MAP NO. 37930
SILVERROCK RESORT - LQ RESORT CONDOMINIUMS
PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE 1/4 OF SEC. 8, T.6S., R.7E., S.B.M.
PRIVATE FIRE SERVICE PLAN
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
MP
CC
MTC
CHECKED BY
DRAWN BY
DESIGNED BY
DATE DATEAPPR.REVISIONS
DATE
LA QUINTA OFFICE OF THE FIRE MARSHAL
{CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINEINTERSECTION OF AVENUE 54 AND JEFFERSON STREET.ELEVATION = 5.467' (NAVD88)
PROJECT ELEVATION AT BM #430 = ELEV. 3.903'
TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM,
ADD 1.564' TO ELEVATIONS SHOWN.}
%%UBENCHMARK BM #430
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 5.467' (NAVD88)3.903'EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: {\C5;N 02°12'49" W}
{PROJECT ELEVATION
AT BM #430}
INSTALLING CONTRACTOR ACCEPTANCE
(SEAL)
BUSINESS NAME:{
}ADDRESS:{
}
RESPONSIBLE
MANAGING OFFICER:{ }
SIGNATURE:{ }DATE:{ }LIC #:EXP DATE:
6
DELETED
FURNISH AND INSTALL 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3
3
7
%%UCONSTRUCTION NOTES
1 FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE(42" TYPICAL COVER UNLESS NOTED ON PLAN)
4
6
CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 29
10 CONTRACTOR TO CONNECT 8" PVC C-900 PIPE TO BUILDING SPRINKLER SYSTEM, IF BUILDINGSPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F"
CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR11
5
FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS12
ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER
PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11
FURNISH AND INSTALL 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 38
DELETED2
SIGNAGE AND STRIPING PLAN
VANDAL PROOF
HARDWARE
ALL SIGN POSTS
TO BE INSTALLED
IN 560-C-3250
CONCRETE
%%UNO PARKING POST DETAIL
NTS
PARKING
FIRELANENO
CVC 22500.1
SLEEVE
2"X2" SQUARE QWIK
PUNCH POST
\A1;7'-0" MINIMUM12'-0" & VARIES\A1;2'-9"\A1;3"\A1;2"\A1;12"\A1;12"
NOTE:
PLACE SIGN 2' MIN. FROM
CURB OR 5' MIN. FROM
EDGE OF PAVEMENT
WHERE CURB DOES NOT
OCCUR, AT 30-FOOT
INTERVALS.
"NO PARKING/FIRE LANE"
"CVC 22500.1" SIGN,
REFLECTORIZED 12"X18" WITH 3"
RED LETTERING SIMILAR TO
CA-MUTCD R26F
ATTACH/FASTEN "NO PARKING/FIRE LANE" SIGN WITH VANDAL PROOF HARDWARE.
MATCHLINESEE SHEET 8
0'60'
SCALE 1"=30'
30'90'120'
\A1;60'
\A1;30'\A1;26'\A1;30'PROPOSED 8" FIRE SERVICE MAIN
PROPOSED 8" FIRE MAIN
%%ULEGEND
CONTRACTOR TO PAINT %%U"NO PARKING FIRE LANE CVC 22500.1"%%U AT
CONTRACTOR TO PAINT CURB WITH OSHA SAFETY RED SEMI GLOSS.
30' INTERVALS. ALL LETTERS AND NUMBERS SHALL BE A MINIMUM
OF 3" ON TOP OF CURB INSTALL 12" X 18" NO PARKING/FIRE
PARKING
FIRE
LANE
NO
A
LANE SIGN AT 30-FOOT INTERVALS, PER DETAILS ON THIS SHEET
CVC 22500.1
PROPOSED HYDRANTS
OR
EMERGENCY FIRE ACCESS LANE
PROPOSED FIRE HYDRANT BLUE REFLECTIVE MARKER
24'
MIN.
PROPOSED FDC
AND RIVERSIDE COUNTY FIRE DEPARTMENT FIRE LANE REQUIREMENTS
\A1;3"NO PARKING - FIRE LANE - CVC 22500.1
\W1.0000;NO PARKING/FIRE LANE SIGN, 12"X18" SEE NO PARKING POST DETAIL FOR POST AND FOOTING INFORMATION SPACING: EVERY 30-FEET
PROPOSED PIV
INSTALL 14.5' FROM CURB FACE, PERPENDICULAR TO HYDRANT
\A1;14.5'\A1;14.5'\A1;26'A
A
A
A A
A
A
A
A
A
A
30' INTERVALS WITH OSHA SAFETY RED SEMI GLOSS. DO NOT PAINT
CONTRACTOR TO PAINT %%U"NO PARKING FIRE LANE CVC 22500.1"%%U AT
CURB, STENCIL ONLY. ALL LETTERS AND NUMBERS SHALL BE A MINIMUM
OF 3" ON TOP OF CURB INSTALL 12" X 18" NO PARKING/FIRE
B
LANE SIGN AT 30-FOOT INTERVALS, PER DETAILS ON THIS SHEET
OR
AND RIVERSIDE COUNTY FIRE DEPARTMENT FIRE LANE REQUIREMENTS
\A1;3"NO PARKING - FIRE LANE - CVC 22500.1
B SILVERROCK WAYBLDG 11
BLDG 10
BLDG 9
BLDG 8
GARAGE 11
GARAGE 10
GARAGE 9
GARAGE 8
R:\2502\ACAD\Improvement Plans rivate Fire endry Residences\2502 Private Fire 06.dwg, 10/12/2020 1:47:47 PM, CCuevas, MSA Consulting, Inc.10/12/2020
MM
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MTRNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGRESERVEDCLUBHOUSE
EV CHARGINGEV CHARGINGEV
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NGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGING
\A1;14.5'\A1;14.5'\A1;14.5'SILVERROCK WAY
SHEET
SHEETS
8
OF
DATE
CASE # - APPROVAL:
RIVERSIDE COUNTY FIRE DEPARTMENT
THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR-SUBJECT TO COMPLIANCE WITH APPLICABLE CODES
MSA CONSULTING ,INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320.9811 msaconsultinginc.com
Copyright 2020
All Rights Reserved
MSA Consulting, Inc.c
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MARCO T. CELEDON, R.C.E. NO. 75478
PREPARED UNDER THE DIRECT SUPERVISION OF:
IN THE CITY OF LA QUINTA, CALIFORNIA
TRACT MAP NO. 37930
SILVERROCK RESORT - LQ RESORT CONDOMINIUMS
PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE 1/4 OF SEC. 8, T.6S., R.7E., S.B.M.
PRIVATE FIRE SERVICE PLAN
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
MP
CC
MTC
CHECKED BY
DRAWN BY
DESIGNED BY
DATE DATEAPPR.REVISIONS
DATE
LA QUINTA OFFICE OF THE FIRE MARSHAL
{CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINEINTERSECTION OF AVENUE 54 AND JEFFERSON STREET.ELEVATION = 5.467' (NAVD88)
PROJECT ELEVATION AT BM #430 = ELEV. 3.903'
TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM,
ADD 1.564' TO ELEVATIONS SHOWN.}
%%UBENCHMARK BM #430
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 5.467' (NAVD88)3.903'EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: {\C5;N 02°12'49" W}
{PROJECT ELEVATION
AT BM #430}
INSTALLING CONTRACTOR ACCEPTANCE
(SEAL)
BUSINESS NAME:{
}ADDRESS:{
}
RESPONSIBLE
MANAGING OFFICER:{ }
SIGNATURE:{ }DATE:{ }LIC #:EXP DATE:
7
DELETED
FURNISH AND INSTALL 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3
3
7
%%UCONSTRUCTION NOTES
1 FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE(42" TYPICAL COVER UNLESS NOTED ON PLAN)
4
6
CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 29
10 CONTRACTOR TO CONNECT 8" PVC C-900 PIPE TO BUILDING SPRINKLER SYSTEM, IF BUILDINGSPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F"
CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR11
5
FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS12
ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER
PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11
FURNISH AND INSTALL 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 38
DELETED2
SIGNAGE AND STRIPING PLAN
SEE SHEET 7MATCHLINE
0'60'
SCALE 1"=30'
30'90'120'
\A1;26'
\A1;30'
\A1;30'
\A1;26'
\A1;26'\A1;30'\A1;30'\A1;26'\A1;30'VANDAL PROOF
HARDWARE
ALL SIGN POSTS
TO BE INSTALLED
IN 560-C-3250
CONCRETE
%%UNO PARKING POST DETAIL
NTS
PARKING
FIRELANENO
CVC 22500.1
SLEEVE
2"X2" SQUARE QWIK
PUNCH POST
\A1;7'-0" MINIMUM12'-0" & VARIES\A1;2'-9"\A1;3"\A1;2"\A1;12"\A1;12"
NOTE:
PLACE SIGN 2' MIN. FROM
CURB OR 5' MIN. FROM
EDGE OF PAVEMENT
WHERE CURB DOES NOT
OCCUR, AT 30-FOOT
INTERVALS.
"NO PARKING/FIRE LANE"
"CVC 22500.1" SIGN,
REFLECTORIZED 12"X18" WITH 3"
RED LETTERING SIMILAR TO
CA-MUTCD R26F
ATTACH/FASTEN "NO PARKING/FIRE LANE" SIGN WITH VANDAL PROOF HARDWARE.
PROPOSED 8" FIRE SERVICE MAIN
PROPOSED 8" FIRE MAIN
%%ULEGEND
CONTRACTOR TO PAINT %%U"NO PARKING FIRE LANE CVC 22500.1"%%U AT
CONTRACTOR TO PAINT CURB WITH OSHA SAFETY RED SEMI GLOSS.
30' INTERVALS. ALL LETTERS AND NUMBERS SHALL BE A MINIMUM
OF 3" ON TOP OF CURB INSTALL 12" X 18" NO PARKING/FIRE
PARKING
FIRE
LANE
NO
A
LANE SIGN AT 30-FOOT INTERVALS, PER DETAILS ON THIS SHEET
CVC 22500.1
PROPOSED HYDRANTS
OR
EMERGENCY FIRE ACCESS LANE
PROPOSED FIRE HYDRANT BLUE REFLECTIVE MARKER
24'
MIN.
PROPOSED FDC
AND RIVERSIDE COUNTY FIRE DEPARTMENT FIRE LANE REQUIREMENTS
\A1;3"NO PARKING - FIRE LANE - CVC 22500.1
\W1.0000;NO PARKING/FIRE LANE SIGN, 12"X18" SEE NO PARKING POST DETAIL FOR POST AND FOOTING INFORMATION SPACING: EVERY 30-FEET
PROPOSED PIV
INSTALL 14.5' FROM CURB FACE, PERPENDICULAR TO HYDRANT
30' INTERVALS WITH OSHA SAFETY RED SEMI GLOSS. DO NOT PAINT
CONTRACTOR TO PAINT %%U"NO PARKING FIRE LANE CVC 22500.1"%%U AT
CURB, STENCIL ONLY. ALL LETTERS AND NUMBERS SHALL BE A MINIMUM
OF 3" ON TOP OF CURB INSTALL 12" X 18" NO PARKING/FIRE
B
LANE SIGN AT 30-FOOT INTERVALS, PER DETAILS ON THIS SHEET
OR
AND RIVERSIDE COUNTY FIRE DEPARTMENT FIRE LANE REQUIREMENTS
\A1;3"NO PARKING - FIRE LANE - CVC 22500.1
A
A
A
A
A
A
A
A
A
A
A
A
B
B
B
B
B
\A1;30'
BLDG 6
BLDG 5
BLDG 4
BLDG 7
BLDG 3
BLDG 2
BLDG 1
GARAGE 5
GARAGE 6GARAGE 4GARAGE 7GARAGE 3
GARAGE 2GARAGE 1
CLUBHOUSE
R:\2502\ACAD\Improvement Plans rivate Fire endry Residences\2502 Private Fire 07.dwg, 10/12/2020 1:46:16 PM, CCuevas, MSA Consulting, Inc.10/12/2020
SHEET
SHEETS
8
OF
DATE
CASE # - APPROVAL:
RIVERSIDE COUNTY FIRE DEPARTMENT
THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR-SUBJECT TO COMPLIANCE WITH APPLICABLE CODES
MSA CONSULTING ,INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320.9811 msaconsultinginc.com
Copyright 2020
All Rights Reserved
MSA Consulting, Inc.c
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MARCO T. CELEDON, R.C.E. NO. 75478
PREPARED UNDER THE DIRECT SUPERVISION OF:
IN THE CITY OF LA QUINTA, CALIFORNIA
TRACT MAP NO. 37930
SILVERROCK RESORT - LQ RESORT CONDOMINIUMS
PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE 1/4 OF SEC. 8, T.6S., R.7E., S.B.M.
PRIVATE FIRE SERVICE PLAN
UNDERGROUND SERVICE ALERT
AT LEAST TWO DAYS BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
OF SOUTHERN CALIFORNIA
MP
CC
MTC
CHECKED BY
DRAWN BY
DESIGNED BY
DATE DATEAPPR.REVISIONS
DATE
LA QUINTA OFFICE OF THE FIRE MARSHAL
{CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINEINTERSECTION OF AVENUE 54 AND JEFFERSON STREET.ELEVATION = 5.467' (NAVD88)
PROJECT ELEVATION AT BM #430 = ELEV. 3.903'
TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM,
ADD 1.564' TO ELEVATIONS SHOWN.}
%%UBENCHMARK BM #430
%%ULOCATION
%%UBASIS OF BEARINGS
%%UELEVATION 5.467' (NAVD88)3.903'EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: {\C5;N 02°12'49" W}
{PROJECT ELEVATION
AT BM #430}
INSTALLING CONTRACTOR ACCEPTANCE
(SEAL)
BUSINESS NAME:{
}ADDRESS:{
}
RESPONSIBLE
MANAGING OFFICER:{ }
SIGNATURE:{ }DATE:{ }LIC #:EXP DATE:
8
UNDERGROUND REQUIREMENTS
R:\2502\ACAD\Improvement Plans rivate Fire endry Residences\2502 Private Fire 08.dwg, 10/12/2020 1:44:37 PM, CCuevas, MSA Consulting, Inc.10/12/2020
Located in the Southwest ¼ of the Northeast ¼ of Section 8,
Township 6 South, Range 7 East, S.B.B. & M. in the
City of La Quinta, California
LQ RESORT
CONDOMINIUMS – 400 GPM
Tract Map No. 37930
August 12, 2020
Prepared for:
SILVERROCK DEVELOPMENT
COMPANY
79-179 Ahmanson Lane
La Quinta, CA 92253
MSA Job No. 2502
WATER SYSTEM ANALYSIS
Table of Contents
Project Location and Description ............................................................... 1
Water System Requirements ....................................................................... 1
Water System Analysis ................................................................................ 1
Water System Results .................................................................................. 2
Conclusion ...................................................................................................... 2
List of Appendices
APPENDIX A – VICINITY MAP
APPENDIX B – STATIC CONDITION JUNCTION REPORT
APPENDIX C – JUNTION REPORT with FIRE FLOW at JUNCTIONS,
PIPE REPORT with FIRE FLOW at JUNCTIONS AND FLOW DIAGRAMS
APPENDIX D – FIRE FLOW REQUIREMENTS
APPENDIX E – FIRE HYDRANT FLOW TEST CHARTS
APPENDIX F – TANK
APPENDIX G – DETECTOR CHECK DEVICE
Water System Analysis for
LQ RESORT CONDOMINIUMS
Tract Map NO. 37930
2502 LQ Resort
Condominiums - 400 GPM
August 11, 2020
MSA Consulting, Inc.
Page 3 of 89
Marco T. Celedon
WaterCAD
Project Location and Description
The proposed LQ Resort Condominiums is located on the northwest corner of Jefferson
Street and Avenue 54. The project will consist of the development eleven 3-story, 5 unit
condominiums and a clubhouse building. The site is identified as Tract Map No. 37930,
which lie within a portion of the Southwest ¼ of the Northeast ¼ of Section 8, Township
6 South, Range 7 East, San Bernardino Base and Meridian in the City of La Quinta in
the County of Riverside – (See Appendix A – Vicinity Map).
The proposed Facilities fall within the jurisdiction of the Coachella Valley Water District
(CVWD) for water and sewer service.
The proposed project are is approximately 10 gross acres of developed land. The
eleven condominiums buildings are approximately 15,809 square feet and a clubhouse
building of 4,062 square feet.
Water System Requirements
Riverside County Fire Department has stated they require a water system report to show
the projects fire flow demand will be met. The analysis will need to demonstrate that the
velocities within the private fire system will not exceed 10 feet per second (fps).
In addition, this analysis will analyze the fire flow on the proposed private fire system to
confirm fire department requirements are met.
• Fire Flow: 1,625 gallons per minute (gpm) for 2 hours. (See Appendix D – Fire
Flow Requirements section)
Water System Analysis
The project will be designed to have separate private water lines; one for domestic and
the other for fire flow demands. This analysis will review the fire flow pipe design. The
water distribution-modeling program used in these calculations is “WaterCad,” version
10.03. The program has run scenarios for fire flow demands set at each junction within
the proposed project (See Appendix C – Junction Fire Flow Report). For each scenario,
we have provided a junction and pipe reports with a diagram (See Appendix C – Junction
and Pipe Reports with Fire Flow at Junctions section).
The proposed water network consists of modeling the proposed 12-inch water main and
8-inch fire service throughout the site, and the existing 12-inch main adjacent to the site
and 18-inch main north of the site. The existing 12-inch main is located along the easterly
portion of the project within Jefferson Street. The existing 18-inch main is located along
52nd avenue and Silverrock Way. The existing water system is modeled by using the Fire
Hydrant Flow Test conducted by CVWD. (See Appendix E – Fire Hydrant Flow Test
Chart for details.
Water System Analysis for
LQ RESORT CONDOMINIUMS
Tract Map NO. 37930
2502 LQ Resort
Condominiums - 400 GPM
August 11, 2020
MSA Consulting, Inc.
Page 4 of 89
Marco T. Celedon
WaterCAD
Water System Results
Using the Fire Hydrant Flow Test conducted by CVWD and applying a fire flow of 1,625
gpm, we found the velocities in the private water main to be less than 10 fps and
velocities on the fire service to be more than 10 fps. The maximum velocity in the private
water main is in pipes P-15, P-16, P-21, P-23, P-27, P-30 through P-32, P-35, P-36, P-40
and P-64 at 4.61 fps when the flow is applied at junctions J-2, J-5, J-7, J-11, J-13, J-17,
J-19 and J-21.
The maximum velocity in the private fire service is in pipes P-25, P-26, P-33, P-48, P-50
through P-53, P-55 through P-59, P-61, P-62, P-65 and P-66 at 4.54 fps when the flow is
applied at junctions FS-6, FS-12, FS-16 and FS-35 through FS-47.
The lowest pressure on the private system is 94 psi when fire flow is applied at all
analyze junctions.
Conclusion
The model indicates the proposed water network will satisfy fire flow demands while
maintaining the system residual pressure well above the required 20 psi and velocities in
public mains below 10 fps.
2502 LQ Resort MSA Consulting, Inc. Marco T. Celedon
Condominiums – 400 GPM Page 5 of 89 WaterCAD
August 11, 2020
Water System Analysis for
LQ Resort Condominiums
Tract Map NO. 37930
APPENDIX A – VICINITY MAP
2502 LQ Resort MSA Consulting, Inc. Marco T. Celedon
Condominiums – 400 GPM Page 6 of 89 WaterCAD
August 11, 2020
Water System Analysis for
LQ Resort Condominiums
Tract Map NO. 37930
APPENDIX B – STATIC CONDITION JUNCTION REPORT
Active Scenario: Static ConditionScenario: Static ConditionP-21P-34P-30P-62P-58 P-33P-28P-40P-36P-49P-43P-13P-29P-15P-48P -11P-10P-9WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Static Condition
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.750<Collection: 0 items>22.58J-3
106266.750<Collection: 0 items>22.45J-4
105266.750<Collection: 0 items>23.30J-5
106266.750<Collection: 0 items>20.85J-9
106266.750<Collection: 0 items>21.78J-10
107266.750<Collection: 0 items>18.74J-14
107266.750<Collection: 0 items>18.67J-15
100250.120<Collection: 0 items>19.20FS-16
107266.750<Collection: 0 items>18.54J-18
107266.750<Collection: 0 items>20.38J-21
108266.750<Collection: 0 items>17.89J-27
108266.750<Collection: 0 items>17.40J-26
111266.750<Collection: 0 items>11.25J-22
102266.750<Collection: 0 items>31.02J-34
101266.750<Collection: 0 items>33.45J-33
98250.120<Collection: 0 items>22.51FS-12
100250.120<Collection: 0 items>19.20FS-20
106266.750<Collection: 0 items>22.35J-13
98250.120<Collection: 0 items>23.30FS-6
111266.750<Collection: 0 items>9.77J-24
113266.750<Collection: 0 items>6.50J-23
109266.750<Collection: 0 items>15.35J-25
108266.750<Collection: 0 items>17.36J-28
109266.750<Collection: 0 items>15.92J-29
107266.750<Collection: 0 items>20.46J-30
107266.750<Collection: 0 items>20.00J-31
98266.750<Collection: 0 items>40.58J-32
97250.120<Collection: 0 items>25.08FS-35
98250.120<Collection: 0 items>24.69FS-36
98250.120<Collection: 0 items>23.70FS-37
99250.120<Collection: 0 items>22.02FS-38
99250.120<Collection: 0 items>22.41FS-39
98250.120<Collection: 0 items>22.63FS-40
98250.120<Collection: 0 items>22.75FS-41
99250.120<Collection: 0 items>20.83FS-42
100250.120<Collection: 0 items>19.13FS-43
100250.120<Collection: 0 items>19.13FS-44
99250.120<Collection: 0 items>20.73FS-45
99250.120<Collection: 0 items>21.49FS-46
106266.750<Collection: 0 items>21.82J-7
106266.750<Collection: 0 items>22.36J-19
107266.750<Collection: 0 items>18.65J-11
107266.750<Collection: 0 items>18.56J-17
100250.120<Collection: 0 items>19.24FS-47
106266.750<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Static Condition
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.00266.75266.750.0000130.0Ductile Iron18.0997P-7
0.00266.75266.750.0000130.0Ductile Iron18.0861P-8
0.00266.75266.750.0000130.0Ductile Iron18.0612P-9
0.00266.75266.750.0000130.0Ductile Iron18.0957P-10
0.00266.75266.750.0000130.0Ductile Iron18.0497P-11
0.00266.75266.750.0000130.0Ductile Iron18.0564P-12
0.00266.75266.750.0000130.0Ductile Iron12.033P-15
0.00266.75266.750.0000130.0Ductile Iron12.0178P-23
0.00266.75266.750.0000130.0Ductile Iron12.0187P-29
0.00266.75266.750.0000130.0Ductile Iron12.08P-32
0.00266.75266.750.0000130.0Ductile Iron18.0393P-41
0.00266.75266.750.0000130.0Ductile Iron18.0552P-42
0.00266.75266.750.0000130.0Ductile Iron18.0640P-43
0.00266.75266.750.0000130.0Ductile Iron18.0569P-44
0.00266.75266.750.0000130.0Ductile Iron18.0320P-45
0.00266.75266.750.0000130.0Ductile Iron12.02,647P-46
0.00266.75266.750.0000130.0Ductile Iron18.05,013P-49
0.00250.12250.120.0000150.0PVC6.0213P-51
0.00250.12250.120.0000150.0PVC6.0134P-52
0.00250.12250.120.0000150.0PVC6.068P-53
0.00250.12250.120.0000150.0PVC6.0169P-55
0.00250.12250.120.0000150.0PVC6.0154P-56
0.00250.12250.120.0000150.0PVC6.0125P-58
0.00250.12250.120.0000150.0PVC6.068P-59
0.00250.12250.120.0000150.0PVC6.097P-61
0.00250.12250.120.0000150.0PVC6.0120P-62
0.00266.75266.750.0000130.0Ductile Iron6.415P-17
0.00250.12250.120.0000150.0PVC6.02P-50
0.00266.75266.750.0000130.0Ductile Iron6.415P-24
0.00266.75266.750.0000130.0Ductile Iron6.416P-28
0.00250.12250.120.0000150.0PVC6.067P-57
0.00266.75266.750.0000130.0Ductile Iron6.414P-34
0.00250.12250.120.0000150.0PVC6.09P-33
0.00266.75266.750.0000130.0Ductile Iron12.0191P-14
0.00250.12250.120.0000150.0PVC6.0127P-26
0.00266.75266.750.0000130.0Ductile Iron12.0112P-13
0.00250.12250.120.0000150.0PVC6.013P-25
0.00266.75266.750.0000130.0Ductile Iron12.04P-30
0.00266.75266.750.0000130.0Ductile Iron12.0117P-31
0.00266.75266.750.0000130.0Ductile Iron12.06P-64
0.00266.75266.750.0000130.0Ductile Iron12.0324P-35
0.00266.75266.750.0000130.0Ductile Iron12.04P-36
0.00266.75266.750.0000130.0Ductile Iron12.0171P-40
0.00250.12250.120.0000130.0PVC6.0240P-48
0.00250.12250.120.0000130.0PVC6.04P-65
0.00250.12250.120.0000130.0PVC6.04P-66
0.00266.75266.750.0000130.0Ductile Iron6.420P-47
0.00266.75266.750.0000130.0Ductile Iron12.08P-21
0.00266.75266.750.0000130.0Ductile Iron12.0158P-16
0.00266.75266.750.0000130.0Ductile Iron12.0267P-20
0.00266.75266.750.0000130.0Ductile Iron18.0127P-109
0.00266.75266.750.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
2502 LQ Resort MSA Consulting, Inc. Marco T. Celedon
Condominiums – 400 GPM Page 9 of 89 WaterCAD
August 11, 2020
Water System Analysis for
LQ Resort Condominiums
Tract Map NO. 37930
APPENDIX C – JUNTION REPORT WITH FIRE FLOW AT JUNTIONS, PIPE
REPORT WITH FIRE FLOW AT JUNTIONC AND FLOW DIAGRAMS
Active Scenario: Fire Flow at J-2Scenario: Fire Flow at J-2P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-2
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
104262.860<Collection: 0 items>22.58J-3
104262.660<Collection: 0 items>22.45J-4
104262.610<Collection: 0 items>23.30J-5
105263.110<Collection: 0 items>20.85J-9
104263.110<Collection: 0 items>21.78J-10
106263.290<Collection: 0 items>18.74J-14
106263.290<Collection: 0 items>18.67J-15
98246.660<Collection: 0 items>19.20FS-16
106263.290<Collection: 0 items>18.54J-18
105263.290<Collection: 0 items>20.38J-21
106263.390<Collection: 0 items>17.89J-27
106263.390<Collection: 0 items>17.40J-26
109263.710<Collection: 0 items>11.25J-22
102266.640<Collection: 0 items>31.02J-34
100264.920<Collection: 0 items>33.45J-33
97246.480<Collection: 0 items>22.51FS-12
98246.660<Collection: 0 items>19.20FS-20
104263.110<Collection: 0 items>22.35J-13
96246.030<Collection: 0 items>23.30FS-6
110263.570<Collection: 0 items>9.77J-24
111263.660<Collection: 0 items>6.50J-23
107263.470<Collection: 0 items>15.35J-25
107263.580<Collection: 0 items>17.36J-28
107263.750<Collection: 0 items>15.92J-29
105264.080<Collection: 0 items>20.46J-30
106264.290<Collection: 0 items>20.00J-31
97264.580<Collection: 0 items>40.58J-32
96246.030<Collection: 0 items>25.08FS-35
96246.030<Collection: 0 items>24.69FS-36
96246.030<Collection: 0 items>23.70FS-37
97246.480<Collection: 0 items>22.02FS-38
97246.480<Collection: 0 items>22.41FS-39
97246.480<Collection: 0 items>22.63FS-40
97246.480<Collection: 0 items>22.75FS-41
98246.660<Collection: 0 items>20.83FS-42
98246.660<Collection: 0 items>19.13FS-43
98246.660<Collection: 0 items>19.13FS-44
98246.660<Collection: 0 items>20.73FS-45
97246.660<Collection: 0 items>21.49FS-46
104263.110<Collection: 0 items>21.82J-7
104263.110<Collection: 0 items>22.36J-19
106263.290<Collection: 0 items>18.65J-11
106263.290<Collection: 0 items>18.56J-17
98246.660<Collection: 0 items>19.24FS-47
104262.611625<Collection: 1 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-2
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
1.24264.58264.920.342986130.0Ductile Iron18.0997P-7
1.24264.29264.580.342986130.0Ductile Iron18.0861P-8
1.24264.08264.290.342986130.0Ductile Iron18.0612P-9
1.24263.75264.080.342986130.0Ductile Iron18.0957P-10
1.24263.58263.750.342986130.0Ductile Iron18.0497P-11
1.24263.39263.580.342986130.0Ductile Iron18.0564P-12
4.61262.66262.866.2291,625130.0Ductile Iron12.033P-15
0.00263.11263.110.0000130.0Ductile Iron12.0178P-23
1.65263.29263.110.927-581130.0Ductile Iron12.0187P-29
0.00263.29263.290.0000130.0Ductile Iron12.08P-32
0.07263.39263.390.002-59130.0Ductile Iron18.0393P-41
0.81263.47263.390.154-639130.0Ductile Iron18.0552P-42
0.81263.57263.470.154-639130.0Ductile Iron18.0640P-43
0.81263.66263.570.154-639130.0Ductile Iron18.0569P-44
0.81263.71263.660.154-639130.0Ductile Iron18.0320P-45
1.81266.64263.711.107-639130.0Ductile Iron12.02,647P-46
1.24266.64264.920.342-986130.0Ductile Iron18.05,013P-49
0.00246.03246.030.0000150.0PVC6.0213P-51
0.00246.03246.030.0000150.0PVC6.0134P-52
0.00246.03246.030.0000150.0PVC6.068P-53
0.00246.48246.480.0000150.0PVC6.0169P-55
0.00246.48246.480.0000150.0PVC6.0154P-56
0.00246.66246.660.0000150.0PVC6.0125P-58
0.00246.66246.660.0000150.0PVC6.068P-59
0.00246.66246.660.0000150.0PVC6.097P-61
0.00246.66246.660.0000150.0PVC6.0120P-62
0.00262.66262.660.0000130.0Ductile Iron6.415P-17
0.00246.03246.030.0000150.0PVC6.02P-50
0.00263.11263.110.0000130.0Ductile Iron6.415P-24
0.00263.11263.110.0000130.0Ductile Iron6.416P-28
0.00246.48246.480.0000150.0PVC6.067P-57
0.00263.29263.290.0000130.0Ductile Iron6.414P-34
0.00246.66246.660.0000150.0PVC6.09P-33
2.96262.86263.392.7451,044130.0Ductile Iron12.0191P-14
0.00246.48246.480.0000150.0PVC6.0127P-26
1.65263.29263.390.927581130.0Ductile Iron12.0112P-13
0.00246.48246.480.0000150.0PVC6.013P-25
0.00263.11263.110.0000130.0Ductile Iron12.04P-30
0.00263.11263.110.0000130.0Ductile Iron12.0117P-31
0.00263.11263.110.0000130.0Ductile Iron12.06P-64
0.00263.29263.290.0000130.0Ductile Iron12.0324P-35
0.00263.29263.290.0000130.0Ductile Iron12.04P-36
0.00263.29263.290.0000130.0Ductile Iron12.0171P-40
0.00246.66246.660.0000130.0PVC6.0240P-48
0.00246.66246.660.0000130.0PVC6.04P-65
0.00246.66246.660.0000130.0PVC6.04P-66
0.00263.29263.290.0000130.0Ductile Iron6.420P-47
4.61262.61262.666.2271,625130.0Ductile Iron12.08P-21
0.00262.61262.610.0000130.0Ductile Iron12.0158P-16
1.65263.11262.860.927-581130.0Ductile Iron12.0267P-20
2.05266.64266.750.8641,625130.0Ductile Iron18.0127P-109
0.00263.29263.290.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-5Scenario: Fire Flow at J-5P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-5
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
104262.860<Collection: 0 items>22.58J-3
104262.660<Collection: 0 items>22.45J-4
103261.631625<Collection: 1 items>23.30J-5
105263.110<Collection: 0 items>20.85J-9
104263.110<Collection: 0 items>21.78J-10
106263.290<Collection: 0 items>18.74J-14
106263.290<Collection: 0 items>18.67J-15
98246.660<Collection: 0 items>19.20FS-16
106263.290<Collection: 0 items>18.54J-18
105263.290<Collection: 0 items>20.38J-21
106263.390<Collection: 0 items>17.89J-27
106263.390<Collection: 0 items>17.40J-26
109263.710<Collection: 0 items>11.25J-22
102266.640<Collection: 0 items>31.02J-34
100264.920<Collection: 0 items>33.45J-33
97246.480<Collection: 0 items>22.51FS-12
98246.660<Collection: 0 items>19.20FS-20
104263.110<Collection: 0 items>22.35J-13
96246.030<Collection: 0 items>23.30FS-6
110263.570<Collection: 0 items>9.77J-24
111263.660<Collection: 0 items>6.50J-23
107263.470<Collection: 0 items>15.35J-25
107263.580<Collection: 0 items>17.36J-28
107263.750<Collection: 0 items>15.92J-29
105264.080<Collection: 0 items>20.46J-30
106264.290<Collection: 0 items>20.00J-31
97264.580<Collection: 0 items>40.58J-32
96246.030<Collection: 0 items>25.08FS-35
96246.030<Collection: 0 items>24.69FS-36
96246.030<Collection: 0 items>23.70FS-37
97246.480<Collection: 0 items>22.02FS-38
97246.480<Collection: 0 items>22.41FS-39
97246.480<Collection: 0 items>22.63FS-40
97246.480<Collection: 0 items>22.75FS-41
98246.660<Collection: 0 items>20.83FS-42
98246.660<Collection: 0 items>19.13FS-43
98246.660<Collection: 0 items>19.13FS-44
98246.660<Collection: 0 items>20.73FS-45
97246.660<Collection: 0 items>21.49FS-46
104263.110<Collection: 0 items>21.82J-7
104263.110<Collection: 0 items>22.36J-19
106263.290<Collection: 0 items>18.65J-11
106263.290<Collection: 0 items>18.56J-17
98246.660<Collection: 0 items>19.24FS-47
104262.610<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-5
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
1.24264.58264.920.342986130.0Ductile Iron18.0997P-7
1.24264.29264.580.342986130.0Ductile Iron18.0861P-8
1.24264.08264.290.342986130.0Ductile Iron18.0612P-9
1.24263.75264.080.342986130.0Ductile Iron18.0957P-10
1.24263.58263.750.342986130.0Ductile Iron18.0497P-11
1.24263.39263.580.342986130.0Ductile Iron18.0564P-12
4.61262.66262.866.2291,625130.0Ductile Iron12.033P-15
0.00263.11263.110.0000130.0Ductile Iron12.0178P-23
1.65263.29263.110.927-581130.0Ductile Iron12.0187P-29
0.00263.29263.290.0000130.0Ductile Iron12.08P-32
0.07263.39263.390.002-59130.0Ductile Iron18.0393P-41
0.81263.47263.390.154-639130.0Ductile Iron18.0552P-42
0.81263.57263.470.154-639130.0Ductile Iron18.0640P-43
0.81263.66263.570.154-639130.0Ductile Iron18.0569P-44
0.81263.71263.660.154-639130.0Ductile Iron18.0320P-45
1.81266.64263.711.107-639130.0Ductile Iron12.02,647P-46
1.24266.64264.920.342-986130.0Ductile Iron18.05,013P-49
0.00246.03246.030.0000150.0PVC6.0213P-51
0.00246.03246.030.0000150.0PVC6.0134P-52
0.00246.03246.030.0000150.0PVC6.068P-53
0.00246.48246.480.0000150.0PVC6.0169P-55
0.00246.48246.480.0000150.0PVC6.0154P-56
0.00246.66246.660.0000150.0PVC6.0125P-58
0.00246.66246.660.0000150.0PVC6.068P-59
0.00246.66246.660.0000150.0PVC6.097P-61
0.00246.66246.660.0000150.0PVC6.0120P-62
0.00262.66262.660.0000130.0Ductile Iron6.415P-17
0.00246.03246.030.0000150.0PVC6.02P-50
0.00263.11263.110.0000130.0Ductile Iron6.415P-24
0.00263.11263.110.0000130.0Ductile Iron6.416P-28
0.00246.48246.480.0000150.0PVC6.067P-57
0.00263.29263.290.0000130.0Ductile Iron6.414P-34
0.00246.66246.660.0000150.0PVC6.09P-33
2.96262.86263.392.7451,044130.0Ductile Iron12.0191P-14
0.00246.48246.480.0000150.0PVC6.0127P-26
1.65263.29263.390.927581130.0Ductile Iron12.0112P-13
0.00246.48246.480.0000150.0PVC6.013P-25
0.00263.11263.110.0000130.0Ductile Iron12.04P-30
0.00263.11263.110.0000130.0Ductile Iron12.0117P-31
0.00263.11263.110.0000130.0Ductile Iron12.06P-64
0.00263.29263.290.0000130.0Ductile Iron12.0324P-35
0.00263.29263.290.0000130.0Ductile Iron12.04P-36
0.00263.29263.290.0000130.0Ductile Iron12.0171P-40
0.00246.66246.660.0000130.0PVC6.0240P-48
0.00246.66246.660.0000130.0PVC6.04P-65
0.00246.66246.660.0000130.0PVC6.04P-66
0.00263.29263.290.0000130.0Ductile Iron6.420P-47
4.61262.61262.666.2271,625130.0Ductile Iron12.08P-21
4.61261.63262.616.2291,625130.0Ductile Iron12.0158P-16
1.65263.11262.860.927-581130.0Ductile Iron12.0267P-20
2.05266.64266.750.8641,625130.0Ductile Iron18.0127P-109
0.00263.29263.290.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-7Scenario: Fire Flow at J-7P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-7
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
104263.130<Collection: 0 items>22.58J-3
104263.130<Collection: 0 items>22.45J-4
104263.130<Collection: 0 items>23.30J-5
105262.760<Collection: 0 items>20.85J-9
104261.650<Collection: 0 items>21.78J-10
106263.150<Collection: 0 items>18.74J-14
106263.150<Collection: 0 items>18.67J-15
98246.520<Collection: 0 items>19.20FS-16
106263.150<Collection: 0 items>18.54J-18
105263.150<Collection: 0 items>20.38J-21
106263.390<Collection: 0 items>17.89J-27
106263.380<Collection: 0 items>17.40J-26
109263.700<Collection: 0 items>11.25J-22
102266.640<Collection: 0 items>31.02J-34
100264.930<Collection: 0 items>33.45J-33
96245.020<Collection: 0 items>22.51FS-12
98246.520<Collection: 0 items>19.20FS-20
104261.620<Collection: 0 items>22.35J-13
97246.500<Collection: 0 items>23.30FS-6
110263.560<Collection: 0 items>9.77J-24
111263.650<Collection: 0 items>6.50J-23
107263.470<Collection: 0 items>15.35J-25
107263.590<Collection: 0 items>17.36J-28
107263.760<Collection: 0 items>15.92J-29
105264.080<Collection: 0 items>20.46J-30
106264.290<Collection: 0 items>20.00J-31
97264.590<Collection: 0 items>40.58J-32
96246.500<Collection: 0 items>25.08FS-35
96246.500<Collection: 0 items>24.69FS-36
96246.500<Collection: 0 items>23.70FS-37
96245.020<Collection: 0 items>22.02FS-38
96245.020<Collection: 0 items>22.41FS-39
96245.020<Collection: 0 items>22.63FS-40
96244.990<Collection: 0 items>22.75FS-41
98246.520<Collection: 0 items>20.83FS-42
98246.520<Collection: 0 items>19.13FS-43
98246.520<Collection: 0 items>19.13FS-44
98246.520<Collection: 0 items>20.73FS-45
97246.520<Collection: 0 items>21.49FS-46
104261.621625<Collection: 1 items>21.82J-7
104261.620<Collection: 0 items>22.36J-19
106263.150<Collection: 0 items>18.65J-11
106263.150<Collection: 0 items>18.56J-17
98246.520<Collection: 0 items>19.24FS-47
104263.130<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-7
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
1.24264.59264.930.342985130.0Ductile Iron18.0997P-7
1.24264.29264.590.342985130.0Ductile Iron18.0861P-8
1.24264.08264.290.342985130.0Ductile Iron18.0612P-9
1.24263.76264.080.342985130.0Ductile Iron18.0957P-10
1.24263.59263.760.342985130.0Ductile Iron18.0497P-11
1.24263.39263.590.342985130.0Ductile Iron18.0564P-12
0.00263.13263.130.0000130.0Ductile Iron12.033P-15
4.61261.65262.766.2291,625130.0Ductile Iron12.0178P-23
2.56263.15262.762.093-902130.0Ductile Iron12.0187P-29
0.00263.15263.150.0000130.0Ductile Iron12.08P-32
0.33263.38263.390.029261130.0Ductile Iron18.0393P-41
0.81263.47263.380.154-640130.0Ductile Iron18.0552P-42
0.81263.56263.470.154-640130.0Ductile Iron18.0640P-43
0.81263.65263.560.154-640130.0Ductile Iron18.0569P-44
0.81263.70263.650.154-640130.0Ductile Iron18.0320P-45
1.82266.64263.701.110-640130.0Ductile Iron12.02,647P-46
1.24266.64264.930.342-985130.0Ductile Iron18.05,013P-49
0.00246.50246.500.0000150.0PVC6.0213P-51
0.00246.50246.500.0000150.0PVC6.0134P-52
0.00246.50246.500.0000150.0PVC6.068P-53
0.00245.02245.020.0000150.0PVC6.0169P-55
0.00245.02245.020.0000150.0PVC6.0154P-56
0.00246.52246.520.0000150.0PVC6.0125P-58
0.00246.52246.520.0000150.0PVC6.068P-59
0.00246.52246.520.0000150.0PVC6.097P-61
0.00246.52246.520.0000150.0PVC6.0120P-62
0.00263.13263.130.0000130.0Ductile Iron6.415P-17
0.00246.50246.500.0000150.0PVC6.02P-50
0.00261.65261.650.0000130.0Ductile Iron6.415P-24
0.00261.62261.620.0000130.0Ductile Iron6.416P-28
0.00244.99244.990.0000150.0PVC6.067P-57
0.00263.15263.150.0000130.0Ductile Iron6.414P-34
0.00246.52246.520.0000150.0PVC6.09P-33
2.05263.13263.391.391723130.0Ductile Iron12.0191P-14
0.00245.02245.020.0000150.0PVC6.0127P-26
2.56263.15263.382.093902130.0Ductile Iron12.0112P-13
0.00245.02245.020.0000150.0PVC6.013P-25
4.61261.62261.656.2231,625130.0Ductile Iron12.04P-30
0.00261.62261.620.0000130.0Ductile Iron12.0117P-31
0.00261.62261.620.0000130.0Ductile Iron12.06P-64
0.00263.15263.150.0000130.0Ductile Iron12.0324P-35
0.00263.15263.150.0000130.0Ductile Iron12.04P-36
0.00263.15263.150.0000130.0Ductile Iron12.0171P-40
0.00246.52246.520.0000130.0PVC6.0240P-48
0.00246.52246.520.0000130.0PVC6.04P-65
0.00246.52246.520.0000130.0PVC6.04P-66
0.00263.15263.150.0000130.0Ductile Iron6.420P-47
0.00263.13263.130.0000130.0Ductile Iron12.08P-21
0.00263.13263.130.0000130.0Ductile Iron12.0158P-16
2.05262.76263.131.391723130.0Ductile Iron12.0267P-20
2.05266.64266.750.8641,625130.0Ductile Iron18.0127P-109
0.00263.15263.150.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-11Scenario: Fire Flow at J-11P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-11
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
104263.280<Collection: 0 items>22.58J-3
104263.280<Collection: 0 items>22.45J-4
104263.280<Collection: 0 items>23.30J-5
105263.110<Collection: 0 items>20.85J-9
104263.110<Collection: 0 items>21.78J-10
106263.000<Collection: 0 items>18.74J-14
106262.950<Collection: 0 items>18.67J-15
98246.320<Collection: 0 items>19.20FS-16
106262.870<Collection: 0 items>18.54J-18
105262.870<Collection: 0 items>20.38J-21
106263.400<Collection: 0 items>17.89J-27
106263.360<Collection: 0 items>17.40J-26
109263.690<Collection: 0 items>11.25J-22
102266.640<Collection: 0 items>31.02J-34
100264.930<Collection: 0 items>33.45J-33
97246.480<Collection: 0 items>22.51FS-12
98246.240<Collection: 0 items>19.20FS-20
104263.110<Collection: 0 items>22.35J-13
97246.650<Collection: 0 items>23.30FS-6
110263.550<Collection: 0 items>9.77J-24
111263.640<Collection: 0 items>6.50J-23
107263.450<Collection: 0 items>15.35J-25
107263.600<Collection: 0 items>17.36J-28
107263.770<Collection: 0 items>15.92J-29
105264.090<Collection: 0 items>20.46J-30
106264.300<Collection: 0 items>20.00J-31
97264.590<Collection: 0 items>40.58J-32
96246.650<Collection: 0 items>25.08FS-35
96246.650<Collection: 0 items>24.69FS-36
96246.650<Collection: 0 items>23.70FS-37
97246.480<Collection: 0 items>22.02FS-38
97246.480<Collection: 0 items>22.41FS-39
97246.480<Collection: 0 items>22.63FS-40
97246.480<Collection: 0 items>22.75FS-41
98246.320<Collection: 0 items>20.83FS-42
98246.320<Collection: 0 items>19.13FS-43
98246.240<Collection: 0 items>19.13FS-44
98246.240<Collection: 0 items>20.73FS-45
97246.240<Collection: 0 items>21.49FS-46
104263.110<Collection: 0 items>21.82J-7
104263.110<Collection: 0 items>22.36J-19
106262.871625<Collection: 1 items>18.65J-11
106262.870<Collection: 0 items>18.56J-17
98246.240<Collection: 0 items>19.24FS-47
104263.280<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-11
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
1.24264.59264.930.341983130.0Ductile Iron18.0997P-7
1.24264.30264.590.341983130.0Ductile Iron18.0861P-8
1.24264.09264.300.341983130.0Ductile Iron18.0612P-9
1.24263.77264.090.341983130.0Ductile Iron18.0957P-10
1.24263.60263.770.341983130.0Ductile Iron18.0497P-11
1.24263.40263.600.341983130.0Ductile Iron18.0564P-12
0.00263.28263.280.0000130.0Ductile Iron12.033P-15
0.00263.11263.110.0000130.0Ductile Iron12.0178P-23
1.34263.00263.110.634473130.0Ductile Iron12.0187P-29
4.61262.95263.006.2271,625130.0Ductile Iron12.08P-32
0.64263.36263.400.101510130.0Ductile Iron18.0393P-41
0.81263.45263.360.155-642130.0Ductile Iron18.0552P-42
0.81263.55263.450.155-642130.0Ductile Iron18.0640P-43
0.81263.64263.550.155-642130.0Ductile Iron18.0569P-44
0.81263.69263.640.155-642130.0Ductile Iron18.0320P-45
1.82266.64263.691.116-642130.0Ductile Iron12.02,647P-46
1.24266.64264.930.341-983130.0Ductile Iron18.05,013P-49
0.00246.65246.650.0000150.0PVC6.0213P-51
0.00246.65246.650.0000150.0PVC6.0134P-52
0.00246.65246.650.0000150.0PVC6.068P-53
0.00246.48246.480.0000150.0PVC6.0169P-55
0.00246.48246.480.0000150.0PVC6.0154P-56
0.00246.32246.320.0000150.0PVC6.0125P-58
0.00246.32246.320.0000150.0PVC6.068P-59
0.00246.24246.240.0000150.0PVC6.097P-61
0.00246.24246.240.0000150.0PVC6.0120P-62
0.00263.28263.280.0000130.0Ductile Iron6.415P-17
0.00246.65246.650.0000150.0PVC6.02P-50
0.00263.11263.110.0000130.0Ductile Iron6.415P-24
0.00263.11263.110.0000130.0Ductile Iron6.416P-28
0.00246.48246.480.0000150.0PVC6.067P-57
0.00262.95262.950.0000130.0Ductile Iron6.414P-34
0.00246.32246.320.0000150.0PVC6.09P-33
1.34263.28263.400.634473130.0Ductile Iron12.0191P-14
0.00246.48246.480.0000150.0PVC6.0127P-26
3.27263.00263.363.2941,152130.0Ductile Iron12.0112P-13
0.00246.48246.480.0000150.0PVC6.013P-25
0.00263.11263.110.0000130.0Ductile Iron12.04P-30
0.00263.11263.110.0000130.0Ductile Iron12.0117P-31
0.00263.11263.110.0000130.0Ductile Iron12.06P-64
0.00262.87262.870.0000130.0Ductile Iron12.0324P-35
0.00262.87262.870.0000130.0Ductile Iron12.04P-36
0.00262.87262.870.0000130.0Ductile Iron12.0171P-40
0.00246.24246.240.0000130.0PVC6.0240P-48
0.00246.24246.240.0000130.0PVC6.04P-65
0.00246.24246.240.0000130.0PVC6.04P-66
0.00262.87262.870.0000130.0Ductile Iron6.420P-47
0.00263.28263.280.0000130.0Ductile Iron12.08P-21
0.00263.28263.280.0000130.0Ductile Iron12.0158P-16
1.34263.11263.280.633473130.0Ductile Iron12.0267P-20
2.05266.64266.750.8641,625130.0Ductile Iron18.0127P-109
4.61262.87262.956.2291,625130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-13Scenario: Fire Flow at J-13P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-13
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
104263.130<Collection: 0 items>22.58J-3
104263.130<Collection: 0 items>22.45J-4
104263.130<Collection: 0 items>23.30J-5
105262.760<Collection: 0 items>20.85J-9
104261.650<Collection: 0 items>21.78J-10
106263.150<Collection: 0 items>18.74J-14
106263.150<Collection: 0 items>18.67J-15
98246.520<Collection: 0 items>19.20FS-16
106263.150<Collection: 0 items>18.54J-18
105263.150<Collection: 0 items>20.38J-21
106263.390<Collection: 0 items>17.89J-27
106263.380<Collection: 0 items>17.40J-26
109263.700<Collection: 0 items>11.25J-22
102266.640<Collection: 0 items>31.02J-34
100264.930<Collection: 0 items>33.45J-33
96245.020<Collection: 0 items>22.51FS-12
98246.520<Collection: 0 items>19.20FS-20
103260.901625<Collection: 1 items>22.35J-13
97246.500<Collection: 0 items>23.30FS-6
110263.560<Collection: 0 items>9.77J-24
111263.650<Collection: 0 items>6.50J-23
107263.470<Collection: 0 items>15.35J-25
107263.590<Collection: 0 items>17.36J-28
107263.760<Collection: 0 items>15.92J-29
105264.080<Collection: 0 items>20.46J-30
106264.290<Collection: 0 items>20.00J-31
97264.590<Collection: 0 items>40.58J-32
96246.500<Collection: 0 items>25.08FS-35
96246.500<Collection: 0 items>24.69FS-36
96246.500<Collection: 0 items>23.70FS-37
96245.020<Collection: 0 items>22.02FS-38
96245.020<Collection: 0 items>22.41FS-39
96245.020<Collection: 0 items>22.63FS-40
96244.270<Collection: 0 items>22.75FS-41
98246.520<Collection: 0 items>20.83FS-42
98246.520<Collection: 0 items>19.13FS-43
98246.520<Collection: 0 items>19.13FS-44
98246.520<Collection: 0 items>20.73FS-45
97246.520<Collection: 0 items>21.49FS-46
104261.620<Collection: 0 items>21.82J-7
103260.900<Collection: 0 items>22.36J-19
106263.150<Collection: 0 items>18.65J-11
106263.150<Collection: 0 items>18.56J-17
98246.520<Collection: 0 items>19.24FS-47
104263.130<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-13
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
1.24264.59264.930.342985130.0Ductile Iron18.0997P-7
1.24264.29264.590.342985130.0Ductile Iron18.0861P-8
1.24264.08264.290.342985130.0Ductile Iron18.0612P-9
1.24263.76264.080.342985130.0Ductile Iron18.0957P-10
1.24263.59263.760.342985130.0Ductile Iron18.0497P-11
1.24263.39263.590.342985130.0Ductile Iron18.0564P-12
0.00263.13263.130.0000130.0Ductile Iron12.033P-15
4.61261.65262.766.2291,625130.0Ductile Iron12.0178P-23
2.56263.15262.762.093-902130.0Ductile Iron12.0187P-29
0.00263.15263.150.0000130.0Ductile Iron12.08P-32
0.33263.38263.390.029261130.0Ductile Iron18.0393P-41
0.81263.47263.380.154-640130.0Ductile Iron18.0552P-42
0.81263.56263.470.154-640130.0Ductile Iron18.0640P-43
0.81263.65263.560.154-640130.0Ductile Iron18.0569P-44
0.81263.70263.650.154-640130.0Ductile Iron18.0320P-45
1.82266.64263.701.110-640130.0Ductile Iron12.02,647P-46
1.24266.64264.930.342-985130.0Ductile Iron18.05,013P-49
0.00246.50246.500.0000150.0PVC6.0213P-51
0.00246.50246.500.0000150.0PVC6.0134P-52
0.00246.50246.500.0000150.0PVC6.068P-53
0.00245.02245.020.0000150.0PVC6.0169P-55
0.00245.02245.020.0000150.0PVC6.0154P-56
0.00246.52246.520.0000150.0PVC6.0125P-58
0.00246.52246.520.0000150.0PVC6.068P-59
0.00246.52246.520.0000150.0PVC6.097P-61
0.00246.52246.520.0000150.0PVC6.0120P-62
0.00263.13263.130.0000130.0Ductile Iron6.415P-17
0.00246.50246.500.0000150.0PVC6.02P-50
0.00261.65261.650.0000130.0Ductile Iron6.415P-24
0.00260.90260.900.0000130.0Ductile Iron6.416P-28
0.00244.27244.270.0000150.0PVC6.067P-57
0.00263.15263.150.0000130.0Ductile Iron6.414P-34
0.00246.52246.520.0000150.0PVC6.09P-33
2.05263.13263.391.391723130.0Ductile Iron12.0191P-14
0.00245.02245.020.0000150.0PVC6.0127P-26
2.56263.15263.382.093902130.0Ductile Iron12.0112P-13
0.00245.02245.020.0000150.0PVC6.013P-25
4.61261.62261.656.2231,625130.0Ductile Iron12.04P-30
4.61260.90261.626.2291,625130.0Ductile Iron12.0117P-31
0.00260.90260.900.0000130.0Ductile Iron12.06P-64
0.00263.15263.150.0000130.0Ductile Iron12.0324P-35
0.00263.15263.150.0000130.0Ductile Iron12.04P-36
0.00263.15263.150.0000130.0Ductile Iron12.0171P-40
0.00246.52246.520.0000130.0PVC6.0240P-48
0.00246.52246.520.0000130.0PVC6.04P-65
0.00246.52246.520.0000130.0PVC6.04P-66
0.00263.15263.150.0000130.0Ductile Iron6.420P-47
0.00263.13263.130.0000130.0Ductile Iron12.08P-21
0.00263.13263.130.0000130.0Ductile Iron12.0158P-16
2.05262.76263.131.391723130.0Ductile Iron12.0267P-20
2.05266.64266.750.8641,625130.0Ductile Iron18.0127P-109
0.00263.15263.150.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-17Scenario: Fire Flow at J-17P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-17
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
104263.280<Collection: 0 items>22.58J-3
104263.280<Collection: 0 items>22.45J-4
104263.280<Collection: 0 items>23.30J-5
105263.110<Collection: 0 items>20.85J-9
104263.110<Collection: 0 items>21.78J-10
106263.000<Collection: 0 items>18.74J-14
106262.950<Collection: 0 items>18.67J-15
98246.320<Collection: 0 items>19.20FS-16
105260.850<Collection: 0 items>18.54J-18
104260.820<Collection: 0 items>20.38J-21
106263.400<Collection: 0 items>17.89J-27
106263.360<Collection: 0 items>17.40J-26
109263.690<Collection: 0 items>11.25J-22
102266.640<Collection: 0 items>31.02J-34
100264.930<Collection: 0 items>33.45J-33
97246.480<Collection: 0 items>22.51FS-12
97244.220<Collection: 0 items>19.20FS-20
104263.110<Collection: 0 items>22.35J-13
97246.650<Collection: 0 items>23.30FS-6
110263.550<Collection: 0 items>9.77J-24
111263.640<Collection: 0 items>6.50J-23
107263.450<Collection: 0 items>15.35J-25
107263.600<Collection: 0 items>17.36J-28
107263.770<Collection: 0 items>15.92J-29
105264.090<Collection: 0 items>20.46J-30
106264.300<Collection: 0 items>20.00J-31
97264.590<Collection: 0 items>40.58J-32
96246.650<Collection: 0 items>25.08FS-35
96246.650<Collection: 0 items>24.69FS-36
96246.650<Collection: 0 items>23.70FS-37
97246.480<Collection: 0 items>22.02FS-38
97246.480<Collection: 0 items>22.41FS-39
97246.480<Collection: 0 items>22.63FS-40
97246.480<Collection: 0 items>22.75FS-41
98246.320<Collection: 0 items>20.83FS-42
98246.320<Collection: 0 items>19.13FS-43
97244.220<Collection: 0 items>19.13FS-44
97244.220<Collection: 0 items>20.73FS-45
96244.220<Collection: 0 items>21.49FS-46
104263.110<Collection: 0 items>21.82J-7
104263.110<Collection: 0 items>22.36J-19
106262.870<Collection: 0 items>18.65J-11
105260.821625<Collection: 1 items>18.56J-17
97244.220<Collection: 0 items>19.24FS-47
104263.280<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-17
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
1.24264.59264.930.341983130.0Ductile Iron18.0997P-7
1.24264.30264.590.341983130.0Ductile Iron18.0861P-8
1.24264.09264.300.341983130.0Ductile Iron18.0612P-9
1.24263.77264.090.341983130.0Ductile Iron18.0957P-10
1.24263.60263.770.341983130.0Ductile Iron18.0497P-11
1.24263.40263.600.341983130.0Ductile Iron18.0564P-12
0.00263.28263.280.0000130.0Ductile Iron12.033P-15
0.00263.11263.110.0000130.0Ductile Iron12.0178P-23
1.34263.00263.110.634473130.0Ductile Iron12.0187P-29
4.61262.95263.006.2271,625130.0Ductile Iron12.08P-32
0.64263.36263.400.101510130.0Ductile Iron18.0393P-41
0.81263.45263.360.155-642130.0Ductile Iron18.0552P-42
0.81263.55263.450.155-642130.0Ductile Iron18.0640P-43
0.81263.64263.550.155-642130.0Ductile Iron18.0569P-44
0.81263.69263.640.155-642130.0Ductile Iron18.0320P-45
1.82266.64263.691.116-642130.0Ductile Iron12.02,647P-46
1.24266.64264.930.341-983130.0Ductile Iron18.05,013P-49
0.00246.65246.650.0000150.0PVC6.0213P-51
0.00246.65246.650.0000150.0PVC6.0134P-52
0.00246.65246.650.0000150.0PVC6.068P-53
0.00246.48246.480.0000150.0PVC6.0169P-55
0.00246.48246.480.0000150.0PVC6.0154P-56
0.00246.32246.320.0000150.0PVC6.0125P-58
0.00246.32246.320.0000150.0PVC6.068P-59
0.00244.22244.220.0000150.0PVC6.097P-61
0.00244.22244.220.0000150.0PVC6.0120P-62
0.00263.28263.280.0000130.0Ductile Iron6.415P-17
0.00246.65246.650.0000150.0PVC6.02P-50
0.00263.11263.110.0000130.0Ductile Iron6.415P-24
0.00263.11263.110.0000130.0Ductile Iron6.416P-28
0.00246.48246.480.0000150.0PVC6.067P-57
0.00262.95262.950.0000130.0Ductile Iron6.414P-34
0.00246.32246.320.0000150.0PVC6.09P-33
1.34263.28263.400.633473130.0Ductile Iron12.0191P-14
0.00246.48246.480.0000150.0PVC6.0127P-26
3.27263.00263.363.2941,152130.0Ductile Iron12.0112P-13
0.00246.48246.480.0000150.0PVC6.013P-25
0.00263.11263.110.0000130.0Ductile Iron12.04P-30
0.00263.11263.110.0000130.0Ductile Iron12.0117P-31
0.00263.11263.110.0000130.0Ductile Iron12.06P-64
4.61260.85262.876.2291,625130.0Ductile Iron12.0324P-35
4.61260.82260.856.2311,625130.0Ductile Iron12.04P-36
0.00260.82260.820.0000130.0Ductile Iron12.0171P-40
0.00244.22244.220.0000130.0PVC6.0240P-48
0.00244.22244.220.0000130.0PVC6.04P-65
0.00244.22244.220.0000130.0PVC6.04P-66
0.00260.85260.850.0000130.0Ductile Iron6.420P-47
0.00263.28263.280.0000130.0Ductile Iron12.08P-21
0.00263.28263.280.0000130.0Ductile Iron12.0158P-16
1.34263.11263.280.633473130.0Ductile Iron12.0267P-20
2.05266.64266.750.8641,625130.0Ductile Iron18.0127P-109
4.61262.87262.956.2291,625130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-19Scenario: Fire Flow at J-19P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-19
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
104263.130<Collection: 0 items>22.58J-3
104263.130<Collection: 0 items>22.45J-4
104263.130<Collection: 0 items>23.30J-5
105262.760<Collection: 0 items>20.85J-9
104261.650<Collection: 0 items>21.78J-10
106263.150<Collection: 0 items>18.74J-14
106263.150<Collection: 0 items>18.67J-15
98246.520<Collection: 0 items>19.20FS-16
106263.150<Collection: 0 items>18.54J-18
105263.150<Collection: 0 items>20.38J-21
106263.390<Collection: 0 items>17.89J-27
106263.380<Collection: 0 items>17.40J-26
109263.700<Collection: 0 items>11.25J-22
102266.640<Collection: 0 items>31.02J-34
100264.930<Collection: 0 items>33.45J-33
96245.020<Collection: 0 items>22.51FS-12
98246.520<Collection: 0 items>19.20FS-20
103260.900<Collection: 0 items>22.35J-13
97246.500<Collection: 0 items>23.30FS-6
110263.560<Collection: 0 items>9.77J-24
111263.650<Collection: 0 items>6.50J-23
107263.470<Collection: 0 items>15.35J-25
107263.590<Collection: 0 items>17.36J-28
107263.760<Collection: 0 items>15.92J-29
105264.080<Collection: 0 items>20.46J-30
106264.290<Collection: 0 items>20.00J-31
97264.590<Collection: 0 items>40.58J-32
96246.500<Collection: 0 items>25.08FS-35
96246.500<Collection: 0 items>24.69FS-36
96246.500<Collection: 0 items>23.70FS-37
96245.020<Collection: 0 items>22.02FS-38
96245.020<Collection: 0 items>22.41FS-39
96245.020<Collection: 0 items>22.63FS-40
110277.530<Collection: 0 items>22.75FS-41
98246.520<Collection: 0 items>20.83FS-42
98246.520<Collection: 0 items>19.13FS-43
98246.520<Collection: 0 items>19.13FS-44
98246.520<Collection: 0 items>20.73FS-45
97246.520<Collection: 0 items>21.49FS-46
104261.620<Collection: 0 items>21.82J-7
103260.861625<Collection: 1 items>22.36J-19
106263.150<Collection: 0 items>18.65J-11
106263.150<Collection: 0 items>18.56J-17
98246.520<Collection: 0 items>19.24FS-47
104263.130<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-19
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
1.24264.59264.930.342985130.0Ductile Iron18.0997P-7
1.24264.29264.590.342985130.0Ductile Iron18.0861P-8
1.24264.08264.290.342985130.0Ductile Iron18.0612P-9
1.24263.76264.080.342985130.0Ductile Iron18.0957P-10
1.24263.59263.760.342985130.0Ductile Iron18.0497P-11
1.24263.39263.590.342985130.0Ductile Iron18.0564P-12
0.00263.13263.130.0000130.0Ductile Iron12.033P-15
4.61261.65262.766.2291,625130.0Ductile Iron12.0178P-23
2.56263.15262.762.093-902130.0Ductile Iron12.0187P-29
0.00263.15263.150.0000130.0Ductile Iron12.08P-32
0.33263.38263.390.029261130.0Ductile Iron18.0393P-41
0.81263.47263.380.154-640130.0Ductile Iron18.0552P-42
0.81263.56263.470.154-640130.0Ductile Iron18.0640P-43
0.81263.65263.560.154-640130.0Ductile Iron18.0569P-44
0.81263.70263.650.154-640130.0Ductile Iron18.0320P-45
1.82266.64263.701.110-640130.0Ductile Iron12.02,647P-46
1.24266.64264.930.342-985130.0Ductile Iron18.05,013P-49
0.00246.50246.500.0000150.0PVC6.0213P-51
0.00246.50246.500.0000150.0PVC6.0134P-52
0.00246.50246.500.0000150.0PVC6.068P-53
0.00245.02245.020.0000150.0PVC6.0169P-55
0.00245.02245.020.0000150.0PVC6.0154P-56
0.00246.52246.520.0000150.0PVC6.0125P-58
0.00246.52246.520.0000150.0PVC6.068P-59
0.00246.52246.520.0000150.0PVC6.097P-61
0.00246.52246.520.0000150.0PVC6.0120P-62
0.00263.13263.130.0000130.0Ductile Iron6.415P-17
0.00246.50246.500.0000150.0PVC6.02P-50
0.00261.65261.650.0000130.0Ductile Iron6.415P-24
0.00260.90260.900.0000130.0Ductile Iron6.416P-28
0.00277.53277.530.0000150.0PVC6.067P-57
0.00263.15263.150.0000130.0Ductile Iron6.414P-34
0.00246.52246.520.0000150.0PVC6.09P-33
2.05263.13263.391.391723130.0Ductile Iron12.0191P-14
0.00245.02245.020.0000150.0PVC6.0127P-26
2.56263.15263.382.093902130.0Ductile Iron12.0112P-13
0.00245.02245.020.0000150.0PVC6.013P-25
4.61261.62261.656.2231,625130.0Ductile Iron12.04P-30
4.61260.90261.626.2291,625130.0Ductile Iron12.0117P-31
4.61260.86260.906.2281,625130.0Ductile Iron12.06P-64
0.00263.15263.150.0000130.0Ductile Iron12.0324P-35
0.00263.15263.150.0000130.0Ductile Iron12.04P-36
0.00263.15263.150.0000130.0Ductile Iron12.0171P-40
0.00246.52246.520.0000130.0PVC6.0240P-48
0.00246.52246.520.0000130.0PVC6.04P-65
0.00246.52246.520.0000130.0PVC6.04P-66
0.00263.15263.150.0000130.0Ductile Iron6.420P-47
0.00263.13263.130.0000130.0Ductile Iron12.08P-21
0.00263.13263.130.0000130.0Ductile Iron12.0158P-16
2.05262.76263.131.391723130.0Ductile Iron12.0267P-20
2.05266.64266.750.8641,625130.0Ductile Iron18.0127P-109
0.00263.15263.150.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-21Scenario: Fire Flow at J-21P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-21
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
104263.280<Collection: 0 items>22.58J-3
104263.280<Collection: 0 items>22.45J-4
104263.280<Collection: 0 items>23.30J-5
105263.110<Collection: 0 items>20.85J-9
104263.110<Collection: 0 items>21.78J-10
106263.000<Collection: 0 items>18.74J-14
106262.950<Collection: 0 items>18.67J-15
98246.320<Collection: 0 items>19.20FS-16
105260.850<Collection: 0 items>18.54J-18
104259.761625<Collection: 1 items>20.38J-21
106263.400<Collection: 0 items>17.89J-27
106263.360<Collection: 0 items>17.40J-26
109263.690<Collection: 0 items>11.25J-22
102266.640<Collection: 0 items>31.02J-34
100264.930<Collection: 0 items>33.45J-33
97246.480<Collection: 0 items>22.51FS-12
97244.220<Collection: 0 items>19.20FS-20
104263.110<Collection: 0 items>22.35J-13
97246.650<Collection: 0 items>23.30FS-6
110263.550<Collection: 0 items>9.77J-24
111263.640<Collection: 0 items>6.50J-23
107263.450<Collection: 0 items>15.35J-25
107263.600<Collection: 0 items>17.36J-28
107263.770<Collection: 0 items>15.92J-29
105264.090<Collection: 0 items>20.46J-30
106264.300<Collection: 0 items>20.00J-31
97264.590<Collection: 0 items>40.58J-32
96246.650<Collection: 0 items>25.08FS-35
96246.650<Collection: 0 items>24.69FS-36
96246.650<Collection: 0 items>23.70FS-37
97246.480<Collection: 0 items>22.02FS-38
97246.480<Collection: 0 items>22.41FS-39
97246.480<Collection: 0 items>22.63FS-40
97246.480<Collection: 0 items>22.75FS-41
98246.320<Collection: 0 items>20.83FS-42
98246.320<Collection: 0 items>19.13FS-43
97244.220<Collection: 0 items>19.13FS-44
97244.220<Collection: 0 items>20.73FS-45
96244.220<Collection: 0 items>21.49FS-46
104263.110<Collection: 0 items>21.82J-7
104263.110<Collection: 0 items>22.36J-19
106262.870<Collection: 0 items>18.65J-11
105260.820<Collection: 0 items>18.56J-17
97244.220<Collection: 0 items>19.24FS-47
104263.280<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at J-21
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
1.24264.59264.930.341983130.0Ductile Iron18.0997P-7
1.24264.30264.590.341983130.0Ductile Iron18.0861P-8
1.24264.09264.300.341983130.0Ductile Iron18.0612P-9
1.24263.77264.090.341983130.0Ductile Iron18.0957P-10
1.24263.60263.770.341983130.0Ductile Iron18.0497P-11
1.24263.40263.600.341983130.0Ductile Iron18.0564P-12
0.00263.28263.280.0000130.0Ductile Iron12.033P-15
0.00263.11263.110.0000130.0Ductile Iron12.0178P-23
1.34263.00263.110.634473130.0Ductile Iron12.0187P-29
4.61262.95263.006.2271,625130.0Ductile Iron12.08P-32
0.64263.36263.400.101510130.0Ductile Iron18.0393P-41
0.81263.45263.360.155-642130.0Ductile Iron18.0552P-42
0.81263.55263.450.155-642130.0Ductile Iron18.0640P-43
0.81263.64263.550.155-642130.0Ductile Iron18.0569P-44
0.81263.69263.640.155-642130.0Ductile Iron18.0320P-45
1.82266.64263.691.116-642130.0Ductile Iron12.02,647P-46
1.24266.64264.930.341-983130.0Ductile Iron18.05,013P-49
0.00246.65246.650.0000150.0PVC6.0213P-51
0.00246.65246.650.0000150.0PVC6.0134P-52
0.00246.65246.650.0000150.0PVC6.068P-53
0.00246.48246.480.0000150.0PVC6.0169P-55
0.00246.48246.480.0000150.0PVC6.0154P-56
0.00246.32246.320.0000150.0PVC6.0125P-58
0.00246.32246.320.0000150.0PVC6.068P-59
0.00244.22244.220.0000150.0PVC6.097P-61
0.00244.22244.220.0000150.0PVC6.0120P-62
0.00263.28263.280.0000130.0Ductile Iron6.415P-17
0.00246.65246.650.0000150.0PVC6.02P-50
0.00263.11263.110.0000130.0Ductile Iron6.415P-24
0.00263.11263.110.0000130.0Ductile Iron6.416P-28
0.00246.48246.480.0000150.0PVC6.067P-57
0.00262.95262.950.0000130.0Ductile Iron6.414P-34
0.00246.32246.320.0000150.0PVC6.09P-33
1.34263.28263.400.633473130.0Ductile Iron12.0191P-14
0.00246.48246.480.0000150.0PVC6.0127P-26
3.27263.00263.363.2941,152130.0Ductile Iron12.0112P-13
0.00246.48246.480.0000150.0PVC6.013P-25
0.00263.11263.110.0000130.0Ductile Iron12.04P-30
0.00263.11263.110.0000130.0Ductile Iron12.0117P-31
0.00263.11263.110.0000130.0Ductile Iron12.06P-64
4.61260.85262.876.2291,625130.0Ductile Iron12.0324P-35
4.61260.82260.856.2311,625130.0Ductile Iron12.04P-36
4.61259.76260.826.2291,625130.0Ductile Iron12.0171P-40
0.00244.22244.220.0000130.0PVC6.0240P-48
0.00244.22244.220.0000130.0PVC6.04P-65
0.00244.22244.220.0000130.0PVC6.04P-66
0.00260.85260.850.0000130.0Ductile Iron6.420P-47
0.00263.28263.280.0000130.0Ductile Iron12.08P-21
0.00263.28263.280.0000130.0Ductile Iron12.0158P-16
1.34263.11263.280.633473130.0Ductile Iron12.0267P-20
2.05266.64266.750.8641,625130.0Ductile Iron18.0127P-109
4.61262.87262.956.2291,625130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-6Scenario: Fire Flow at FS-6P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-6
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.460<Collection: 0 items>22.58J-3
106266.450<Collection: 0 items>22.45J-4
105266.450<Collection: 0 items>23.30J-5
106266.480<Collection: 0 items>20.85J-9
106266.480<Collection: 0 items>21.78J-10
107266.490<Collection: 0 items>18.74J-14
107266.490<Collection: 0 items>18.67J-15
100249.860<Collection: 0 items>19.20FS-16
107266.490<Collection: 0 items>18.54J-18
106266.490<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
98249.850<Collection: 0 items>22.51FS-12
100249.860<Collection: 0 items>19.20FS-20
106266.480<Collection: 0 items>22.35J-13
95242.71400<Collection: 1 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.510<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
94242.710<Collection: 0 items>25.08FS-35
94242.710<Collection: 0 items>24.69FS-36
95242.710<Collection: 0 items>23.70FS-37
99249.850<Collection: 0 items>22.02FS-38
98249.850<Collection: 0 items>22.41FS-39
98249.850<Collection: 0 items>22.63FS-40
98249.850<Collection: 0 items>22.75FS-41
99249.860<Collection: 0 items>20.83FS-42
100249.860<Collection: 0 items>19.13FS-43
100249.860<Collection: 0 items>19.13FS-44
99249.860<Collection: 0 items>20.73FS-45
99249.860<Collection: 0 items>21.49FS-46
106266.480<Collection: 0 items>21.82J-7
106266.480<Collection: 0 items>22.36J-19
107266.490<Collection: 0 items>18.65J-11
107266.490<Collection: 0 items>18.56J-17
100249.860<Collection: 0 items>19.24FS-47
106266.450<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-6
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.026243130.0Ductile Iron18.0997P-7
0.31266.57266.590.026243130.0Ductile Iron18.0861P-8
0.31266.55266.570.026243130.0Ductile Iron18.0612P-9
0.31266.53266.550.026243130.0Ductile Iron18.0957P-10
0.31266.51266.530.026243130.0Ductile Iron18.0497P-11
0.31266.50266.510.025243130.0Ductile Iron18.0564P-12
1.13266.45266.460.465400130.0Ductile Iron12.033P-15
0.00266.48266.480.0000130.0Ductile Iron12.0178P-23
0.41266.49266.480.069-143130.0Ductile Iron12.0187P-29
0.00266.49266.490.0000130.0Ductile Iron12.08P-32
0.02266.50266.500.000-14130.0Ductile Iron18.0393P-41
0.20266.51266.500.011-157130.0Ductile Iron18.0552P-42
0.20266.51266.510.011-157130.0Ductile Iron18.0640P-43
0.20266.52266.510.011-157130.0Ductile Iron18.0569P-44
0.20266.52266.520.011-157130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-157130.0Ductile Iron12.02,647P-46
0.31266.74266.610.026-243130.0Ductile Iron18.05,013P-49
0.00242.71242.710.0000150.0PVC6.0213P-51
0.00242.71242.710.0000150.0PVC6.0134P-52
0.00242.71242.710.0000150.0PVC6.068P-53
0.00249.85249.850.0000150.0PVC6.0169P-55
0.00249.85249.850.0000150.0PVC6.0154P-56
0.00249.86249.860.0000150.0PVC6.0125P-58
0.00249.86249.860.0000150.0PVC6.068P-59
0.00249.86249.860.0000150.0PVC6.097P-61
0.00249.86249.860.0000150.0PVC6.0120P-62
3.99266.30266.459.924400130.0Ductile Iron6.415P-17
4.54242.71242.7410.427400150.0PVC6.02P-50
0.00266.48266.480.0000130.0Ductile Iron6.415P-24
0.00266.48266.480.0000130.0Ductile Iron6.416P-28
0.00249.85249.850.0000150.0PVC6.067P-57
0.00266.49266.490.0000130.0Ductile Iron6.414P-34
0.00249.86249.860.0000150.0PVC6.09P-33
0.73266.46266.500.205257130.0Ductile Iron12.0191P-14
0.00249.85249.850.0000150.0PVC6.0127P-26
0.41266.49266.500.069143130.0Ductile Iron12.0112P-13
0.00249.85249.850.0000150.0PVC6.013P-25
0.00266.48266.480.0000130.0Ductile Iron12.04P-30
0.00266.48266.480.0000130.0Ductile Iron12.0117P-31
0.00266.48266.480.0000130.0Ductile Iron12.06P-64
0.00266.49266.490.0000130.0Ductile Iron12.0324P-35
0.00266.49266.490.0000130.0Ductile Iron12.04P-36
0.00266.49266.490.0000130.0Ductile Iron12.0171P-40
0.00249.86249.860.0000130.0PVC6.0240P-48
0.00249.86249.860.0000130.0PVC6.04P-65
0.00249.86249.860.0000130.0PVC6.04P-66
0.00266.49266.490.0000130.0Ductile Iron6.420P-47
0.00266.45266.450.0000130.0Ductile Iron12.08P-21
0.00266.45266.450.0000130.0Ductile Iron12.0158P-16
0.41266.48266.460.069-143130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
0.00266.49266.490.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-12Scenario: Fire Flow at FS-12P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-12
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.480<Collection: 0 items>22.58J-3
106266.480<Collection: 0 items>22.45J-4
105266.480<Collection: 0 items>23.30J-5
106266.450<Collection: 0 items>20.85J-9
106266.370<Collection: 0 items>21.78J-10
107266.480<Collection: 0 items>18.74J-14
107266.480<Collection: 0 items>18.67J-15
100249.850<Collection: 0 items>19.20FS-16
107266.480<Collection: 0 items>18.54J-18
106266.480<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
95242.52400<Collection: 1 items>22.51FS-12
100249.850<Collection: 0 items>19.20FS-20
106266.370<Collection: 0 items>22.35J-13
98249.850<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.510<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
97249.850<Collection: 0 items>25.08FS-35
97249.850<Collection: 0 items>24.69FS-36
98249.850<Collection: 0 items>23.70FS-37
95242.520<Collection: 0 items>22.02FS-38
95242.520<Collection: 0 items>22.41FS-39
95242.520<Collection: 0 items>22.63FS-40
113283.000<Collection: 0 items>22.75FS-41
99249.850<Collection: 0 items>20.83FS-42
100249.850<Collection: 0 items>19.13FS-43
100249.850<Collection: 0 items>19.13FS-44
99249.850<Collection: 0 items>20.73FS-45
99249.850<Collection: 0 items>21.49FS-46
106266.370<Collection: 0 items>21.82J-7
106266.370<Collection: 0 items>22.36J-19
107266.480<Collection: 0 items>18.65J-11
107266.480<Collection: 0 items>18.56J-17
100249.850<Collection: 0 items>19.24FS-47
106266.480<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-12
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.025242130.0Ductile Iron18.0997P-7
0.31266.57266.590.025242130.0Ductile Iron18.0861P-8
0.31266.55266.570.025242130.0Ductile Iron18.0612P-9
0.31266.53266.550.025242130.0Ductile Iron18.0957P-10
0.31266.51266.530.026242130.0Ductile Iron18.0497P-11
0.31266.50266.510.025242130.0Ductile Iron18.0564P-12
0.00266.48266.480.0000130.0Ductile Iron12.033P-15
1.13266.37266.450.464400130.0Ductile Iron12.0178P-23
0.63266.48266.450.156-222130.0Ductile Iron12.0187P-29
0.00266.48266.480.0000130.0Ductile Iron12.08P-32
0.08266.50266.500.00264130.0Ductile Iron18.0393P-41
0.20266.51266.500.011-158130.0Ductile Iron18.0552P-42
0.20266.51266.510.011-158130.0Ductile Iron18.0640P-43
0.20266.52266.510.011-158130.0Ductile Iron18.0569P-44
0.20266.52266.520.012-158130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-158130.0Ductile Iron12.02,647P-46
0.31266.74266.610.025-242130.0Ductile Iron18.05,013P-49
0.00249.85249.850.0000150.0PVC6.0213P-51
0.00249.85249.850.0000150.0PVC6.0134P-52
0.00249.85249.850.0000150.0PVC6.068P-53
0.00242.52242.520.0000150.0PVC6.0169P-55
0.00242.52242.520.0000150.0PVC6.0154P-56
0.00249.85249.850.0000150.0PVC6.0125P-58
0.00249.85249.850.0000150.0PVC6.068P-59
0.00249.85249.850.0000150.0PVC6.097P-61
0.00249.85249.850.0000150.0PVC6.0120P-62
0.00266.48266.480.0000130.0Ductile Iron6.415P-17
0.00249.85249.850.0000150.0PVC6.02P-50
3.99266.37266.229.924-400130.0Ductile Iron6.415P-24
0.00266.37266.370.0000130.0Ductile Iron6.416P-28
0.00283.00283.000.0000150.0PVC6.067P-57
0.00266.48266.480.0000130.0Ductile Iron6.414P-34
0.00249.85249.850.0000150.0PVC6.09P-33
0.51266.48266.500.104178130.0Ductile Iron12.0191P-14
0.00242.52242.520.0000150.0PVC6.0127P-26
0.63266.48266.500.156222130.0Ductile Iron12.0112P-13
4.54242.52242.6610.426400150.0PVC6.013P-25
0.00266.37266.370.0000130.0Ductile Iron12.04P-30
0.00266.37266.370.0000130.0Ductile Iron12.0117P-31
0.00266.37266.370.0000130.0Ductile Iron12.06P-64
0.00266.48266.480.0000130.0Ductile Iron12.0324P-35
0.00266.48266.480.0000130.0Ductile Iron12.04P-36
0.00266.48266.480.0000130.0Ductile Iron12.0171P-40
0.00249.85249.850.0000130.0PVC6.0240P-48
0.00249.85249.850.0000130.0PVC6.04P-65
0.00249.85249.850.0000130.0PVC6.04P-66
0.00266.48266.480.0000130.0Ductile Iron6.420P-47
0.00266.48266.480.0000130.0Ductile Iron12.08P-21
0.00266.48266.480.0000130.0Ductile Iron12.0158P-16
0.51266.45266.480.104178130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
0.00266.48266.480.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-16Scenario: Fire Flow at FS-16P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-16
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.490<Collection: 0 items>22.58J-3
106266.490<Collection: 0 items>22.45J-4
105266.490<Collection: 0 items>23.30J-5
106266.480<Collection: 0 items>20.85J-9
106266.480<Collection: 0 items>21.78J-10
107266.470<Collection: 0 items>18.74J-14
107266.470<Collection: 0 items>18.67J-15
97242.67400<Collection: 1 items>19.20FS-16
107266.470<Collection: 0 items>18.54J-18
106266.470<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
98249.850<Collection: 0 items>22.51FS-12
100249.840<Collection: 0 items>19.20FS-20
106266.480<Collection: 0 items>22.35J-13
98249.860<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.500<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
97249.860<Collection: 0 items>25.08FS-35
97249.860<Collection: 0 items>24.69FS-36
98249.860<Collection: 0 items>23.70FS-37
99249.850<Collection: 0 items>22.02FS-38
98249.850<Collection: 0 items>22.41FS-39
98249.850<Collection: 0 items>22.63FS-40
98249.850<Collection: 0 items>22.75FS-41
96242.670<Collection: 0 items>20.83FS-42
97242.670<Collection: 0 items>19.13FS-43
100249.840<Collection: 0 items>19.13FS-44
99249.840<Collection: 0 items>20.73FS-45
99249.840<Collection: 0 items>21.49FS-46
106266.480<Collection: 0 items>21.82J-7
106266.480<Collection: 0 items>22.36J-19
107266.470<Collection: 0 items>18.65J-11
107266.470<Collection: 0 items>18.56J-17
100249.840<Collection: 0 items>19.24FS-47
106266.490<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-16
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.025242130.0Ductile Iron18.0997P-7
0.31266.57266.590.025242130.0Ductile Iron18.0861P-8
0.31266.55266.570.025242130.0Ductile Iron18.0612P-9
0.31266.53266.550.025242130.0Ductile Iron18.0957P-10
0.31266.51266.530.025242130.0Ductile Iron18.0497P-11
0.31266.50266.510.025242130.0Ductile Iron18.0564P-12
0.00266.49266.490.0000130.0Ductile Iron12.033P-15
0.00266.48266.480.0000130.0Ductile Iron12.0178P-23
0.33266.47266.480.047116130.0Ductile Iron12.0187P-29
1.13266.47266.470.464400130.0Ductile Iron12.08P-32
0.16266.50266.500.008126130.0Ductile Iron18.0393P-41
0.20266.50266.500.011-158130.0Ductile Iron18.0552P-42
0.20266.51266.500.012-158130.0Ductile Iron18.0640P-43
0.20266.52266.510.012-158130.0Ductile Iron18.0569P-44
0.20266.52266.520.012-158130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-158130.0Ductile Iron12.02,647P-46
0.31266.74266.610.025-242130.0Ductile Iron18.05,013P-49
0.00249.86249.860.0000150.0PVC6.0213P-51
0.00249.86249.860.0000150.0PVC6.0134P-52
0.00249.86249.860.0000150.0PVC6.068P-53
0.00249.85249.850.0000150.0PVC6.0169P-55
0.00249.85249.850.0000150.0PVC6.0154P-56
0.00242.67242.670.0000150.0PVC6.0125P-58
0.00242.67242.670.0000150.0PVC6.068P-59
0.00249.84249.840.0000150.0PVC6.097P-61
0.00249.84249.840.0000150.0PVC6.0120P-62
0.00266.49266.490.0000130.0Ductile Iron6.415P-17
0.00249.86249.860.0000150.0PVC6.02P-50
0.00266.48266.480.0000130.0Ductile Iron6.415P-24
0.00266.48266.480.0000130.0Ductile Iron6.416P-28
0.00249.85249.850.0000150.0PVC6.067P-57
3.99266.33266.479.925400130.0Ductile Iron6.414P-34
4.54242.67242.7710.427400150.0PVC6.09P-33
0.33266.49266.500.047116130.0Ductile Iron12.0191P-14
0.00249.85249.850.0000150.0PVC6.0127P-26
0.80266.47266.500.246284130.0Ductile Iron12.0112P-13
0.00249.85249.850.0000150.0PVC6.013P-25
0.00266.48266.480.0000130.0Ductile Iron12.04P-30
0.00266.48266.480.0000130.0Ductile Iron12.0117P-31
0.00266.48266.480.0000130.0Ductile Iron12.06P-64
0.00266.47266.470.0000130.0Ductile Iron12.0324P-35
0.00266.47266.470.0000130.0Ductile Iron12.04P-36
0.00266.47266.470.0000130.0Ductile Iron12.0171P-40
0.00249.84249.840.0000130.0PVC6.0240P-48
0.00249.84249.840.0000130.0PVC6.04P-65
0.00249.84249.840.0000130.0PVC6.04P-66
0.00266.47266.470.0000130.0Ductile Iron6.420P-47
0.00266.49266.490.0000130.0Ductile Iron12.08P-21
0.00266.49266.490.0000130.0Ductile Iron12.0158P-16
0.33266.48266.490.047116130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
0.00266.47266.470.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-35Scenario: Fire Flow at FS-35P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-35
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.460<Collection: 0 items>22.58J-3
106266.450<Collection: 0 items>22.45J-4
105266.450<Collection: 0 items>23.30J-5
106266.480<Collection: 0 items>20.85J-9
106266.480<Collection: 0 items>21.78J-10
107266.490<Collection: 0 items>18.74J-14
107266.490<Collection: 0 items>18.67J-15
100249.860<Collection: 0 items>19.20FS-16
107266.490<Collection: 0 items>18.54J-18
106266.490<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
98249.850<Collection: 0 items>22.51FS-12
100249.860<Collection: 0 items>19.20FS-20
106266.480<Collection: 0 items>22.35J-13
95242.710<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.510<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
93240.50400<Collection: 1 items>25.08FS-35
94242.710<Collection: 0 items>24.69FS-36
95242.710<Collection: 0 items>23.70FS-37
99249.850<Collection: 0 items>22.02FS-38
98249.850<Collection: 0 items>22.41FS-39
98249.850<Collection: 0 items>22.63FS-40
98249.850<Collection: 0 items>22.75FS-41
99249.860<Collection: 0 items>20.83FS-42
100249.860<Collection: 0 items>19.13FS-43
100249.860<Collection: 0 items>19.13FS-44
99249.860<Collection: 0 items>20.73FS-45
99249.860<Collection: 0 items>21.49FS-46
106266.480<Collection: 0 items>21.82J-7
106266.480<Collection: 0 items>22.36J-19
107266.490<Collection: 0 items>18.65J-11
107266.490<Collection: 0 items>18.56J-17
100249.860<Collection: 0 items>19.24FS-47
106266.450<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-35
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.026243130.0Ductile Iron18.0997P-7
0.31266.57266.590.026243130.0Ductile Iron18.0861P-8
0.31266.55266.570.026243130.0Ductile Iron18.0612P-9
0.31266.53266.550.026243130.0Ductile Iron18.0957P-10
0.31266.51266.530.026243130.0Ductile Iron18.0497P-11
0.31266.50266.510.025243130.0Ductile Iron18.0564P-12
1.13266.45266.460.465400130.0Ductile Iron12.033P-15
0.00266.48266.480.0000130.0Ductile Iron12.0178P-23
0.41266.49266.480.069-143130.0Ductile Iron12.0187P-29
0.00266.49266.490.0000130.0Ductile Iron12.08P-32
0.02266.50266.500.000-14130.0Ductile Iron18.0393P-41
0.20266.51266.500.011-157130.0Ductile Iron18.0552P-42
0.20266.51266.510.011-157130.0Ductile Iron18.0640P-43
0.20266.52266.510.011-157130.0Ductile Iron18.0569P-44
0.20266.52266.520.011-157130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-157130.0Ductile Iron12.02,647P-46
0.31266.74266.610.026-243130.0Ductile Iron18.05,013P-49
4.54240.50242.7110.427400150.0PVC6.0213P-51
0.00242.71242.710.0000150.0PVC6.0134P-52
0.00242.71242.710.0000150.0PVC6.068P-53
0.00249.85249.850.0000150.0PVC6.0169P-55
0.00249.85249.850.0000150.0PVC6.0154P-56
0.00249.86249.860.0000150.0PVC6.0125P-58
0.00249.86249.860.0000150.0PVC6.068P-59
0.00249.86249.860.0000150.0PVC6.097P-61
0.00249.86249.860.0000150.0PVC6.0120P-62
3.99266.30266.459.924400130.0Ductile Iron6.415P-17
4.54242.71242.7410.427400150.0PVC6.02P-50
0.00266.48266.480.0000130.0Ductile Iron6.415P-24
0.00266.48266.480.0000130.0Ductile Iron6.416P-28
0.00249.85249.850.0000150.0PVC6.067P-57
0.00266.49266.490.0000130.0Ductile Iron6.414P-34
0.00249.86249.860.0000150.0PVC6.09P-33
0.73266.46266.500.205257130.0Ductile Iron12.0191P-14
0.00249.85249.850.0000150.0PVC6.0127P-26
0.41266.49266.500.069143130.0Ductile Iron12.0112P-13
0.00249.85249.850.0000150.0PVC6.013P-25
0.00266.48266.480.0000130.0Ductile Iron12.04P-30
0.00266.48266.480.0000130.0Ductile Iron12.0117P-31
0.00266.48266.480.0000130.0Ductile Iron12.06P-64
0.00266.49266.490.0000130.0Ductile Iron12.0324P-35
0.00266.49266.490.0000130.0Ductile Iron12.04P-36
0.00266.49266.490.0000130.0Ductile Iron12.0171P-40
0.00249.86249.860.0000130.0PVC6.0240P-48
0.00249.86249.860.0000130.0PVC6.04P-65
0.00249.86249.860.0000130.0PVC6.04P-66
0.00266.49266.490.0000130.0Ductile Iron6.420P-47
0.00266.45266.450.0000130.0Ductile Iron12.08P-21
0.00266.45266.450.0000130.0Ductile Iron12.0158P-16
0.41266.48266.460.069-143130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
0.00266.49266.490.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-36Scenario: Fire Flow at FS-36P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-36
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.460<Collection: 0 items>22.58J-3
106266.450<Collection: 0 items>22.45J-4
105266.450<Collection: 0 items>23.30J-5
106266.480<Collection: 0 items>20.85J-9
106266.480<Collection: 0 items>21.78J-10
107266.490<Collection: 0 items>18.74J-14
107266.490<Collection: 0 items>18.67J-15
100249.860<Collection: 0 items>19.20FS-16
107266.490<Collection: 0 items>18.54J-18
106266.490<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
98249.850<Collection: 0 items>22.51FS-12
100249.860<Collection: 0 items>19.20FS-20
106266.480<Collection: 0 items>22.35J-13
95242.710<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.510<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
94242.710<Collection: 0 items>25.08FS-35
94241.32400<Collection: 1 items>24.69FS-36
95242.710<Collection: 0 items>23.70FS-37
99249.850<Collection: 0 items>22.02FS-38
98249.850<Collection: 0 items>22.41FS-39
98249.850<Collection: 0 items>22.63FS-40
98249.850<Collection: 0 items>22.75FS-41
99249.860<Collection: 0 items>20.83FS-42
100249.860<Collection: 0 items>19.13FS-43
100249.860<Collection: 0 items>19.13FS-44
99249.860<Collection: 0 items>20.73FS-45
99249.860<Collection: 0 items>21.49FS-46
106266.480<Collection: 0 items>21.82J-7
106266.480<Collection: 0 items>22.36J-19
107266.490<Collection: 0 items>18.65J-11
107266.490<Collection: 0 items>18.56J-17
100249.860<Collection: 0 items>19.24FS-47
106266.450<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-36
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.026243130.0Ductile Iron18.0997P-7
0.31266.57266.590.026243130.0Ductile Iron18.0861P-8
0.31266.55266.570.026243130.0Ductile Iron18.0612P-9
0.31266.53266.550.026243130.0Ductile Iron18.0957P-10
0.31266.51266.530.026243130.0Ductile Iron18.0497P-11
0.31266.50266.510.025243130.0Ductile Iron18.0564P-12
1.13266.45266.460.465400130.0Ductile Iron12.033P-15
0.00266.48266.480.0000130.0Ductile Iron12.0178P-23
0.41266.49266.480.069-143130.0Ductile Iron12.0187P-29
0.00266.49266.490.0000130.0Ductile Iron12.08P-32
0.02266.50266.500.000-14130.0Ductile Iron18.0393P-41
0.20266.51266.500.011-157130.0Ductile Iron18.0552P-42
0.20266.51266.510.011-157130.0Ductile Iron18.0640P-43
0.20266.52266.510.011-157130.0Ductile Iron18.0569P-44
0.20266.52266.520.011-157130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-157130.0Ductile Iron12.02,647P-46
0.31266.74266.610.026-243130.0Ductile Iron18.05,013P-49
0.00242.71242.710.0000150.0PVC6.0213P-51
4.54241.32242.7110.427400150.0PVC6.0134P-52
0.00242.71242.710.0000150.0PVC6.068P-53
0.00249.85249.850.0000150.0PVC6.0169P-55
0.00249.85249.850.0000150.0PVC6.0154P-56
0.00249.86249.860.0000150.0PVC6.0125P-58
0.00249.86249.860.0000150.0PVC6.068P-59
0.00249.86249.860.0000150.0PVC6.097P-61
0.00249.86249.860.0000150.0PVC6.0120P-62
3.99266.30266.459.924400130.0Ductile Iron6.415P-17
4.54242.71242.7410.427400150.0PVC6.02P-50
0.00266.48266.480.0000130.0Ductile Iron6.415P-24
0.00266.48266.480.0000130.0Ductile Iron6.416P-28
0.00249.85249.850.0000150.0PVC6.067P-57
0.00266.49266.490.0000130.0Ductile Iron6.414P-34
0.00249.86249.860.0000150.0PVC6.09P-33
0.73266.46266.500.205257130.0Ductile Iron12.0191P-14
0.00249.85249.850.0000150.0PVC6.0127P-26
0.41266.49266.500.069143130.0Ductile Iron12.0112P-13
0.00249.85249.850.0000150.0PVC6.013P-25
0.00266.48266.480.0000130.0Ductile Iron12.04P-30
0.00266.48266.480.0000130.0Ductile Iron12.0117P-31
0.00266.48266.480.0000130.0Ductile Iron12.06P-64
0.00266.49266.490.0000130.0Ductile Iron12.0324P-35
0.00266.49266.490.0000130.0Ductile Iron12.04P-36
0.00266.49266.490.0000130.0Ductile Iron12.0171P-40
0.00249.86249.860.0000130.0PVC6.0240P-48
0.00249.86249.860.0000130.0PVC6.04P-65
0.00249.86249.860.0000130.0PVC6.04P-66
0.00266.49266.490.0000130.0Ductile Iron6.420P-47
0.00266.45266.450.0000130.0Ductile Iron12.08P-21
0.00266.45266.450.0000130.0Ductile Iron12.0158P-16
0.41266.48266.460.069-143130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
0.00266.49266.490.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-37Scenario: Fire Flow at FS-37P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-37
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.460<Collection: 0 items>22.58J-3
106266.450<Collection: 0 items>22.45J-4
105266.450<Collection: 0 items>23.30J-5
106266.480<Collection: 0 items>20.85J-9
106266.480<Collection: 0 items>21.78J-10
107266.490<Collection: 0 items>18.74J-14
107266.490<Collection: 0 items>18.67J-15
100249.860<Collection: 0 items>19.20FS-16
107266.490<Collection: 0 items>18.54J-18
106266.490<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
98249.850<Collection: 0 items>22.51FS-12
100249.860<Collection: 0 items>19.20FS-20
106266.480<Collection: 0 items>22.35J-13
95242.710<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.510<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
94242.710<Collection: 0 items>25.08FS-35
94242.710<Collection: 0 items>24.69FS-36
94242.01400<Collection: 1 items>23.70FS-37
99249.850<Collection: 0 items>22.02FS-38
98249.850<Collection: 0 items>22.41FS-39
98249.850<Collection: 0 items>22.63FS-40
98249.850<Collection: 0 items>22.75FS-41
99249.860<Collection: 0 items>20.83FS-42
100249.860<Collection: 0 items>19.13FS-43
100249.860<Collection: 0 items>19.13FS-44
99249.860<Collection: 0 items>20.73FS-45
99249.860<Collection: 0 items>21.49FS-46
106266.480<Collection: 0 items>21.82J-7
106266.480<Collection: 0 items>22.36J-19
107266.490<Collection: 0 items>18.65J-11
107266.490<Collection: 0 items>18.56J-17
100249.860<Collection: 0 items>19.24FS-47
106266.450<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-37
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.026243130.0Ductile Iron18.0997P-7
0.31266.57266.590.026243130.0Ductile Iron18.0861P-8
0.31266.55266.570.026243130.0Ductile Iron18.0612P-9
0.31266.53266.550.026243130.0Ductile Iron18.0957P-10
0.31266.51266.530.026243130.0Ductile Iron18.0497P-11
0.31266.50266.510.025243130.0Ductile Iron18.0564P-12
1.13266.45266.460.465400130.0Ductile Iron12.033P-15
0.00266.48266.480.0000130.0Ductile Iron12.0178P-23
0.41266.49266.480.069-143130.0Ductile Iron12.0187P-29
0.00266.49266.490.0000130.0Ductile Iron12.08P-32
0.02266.50266.500.000-14130.0Ductile Iron18.0393P-41
0.20266.51266.500.011-157130.0Ductile Iron18.0552P-42
0.20266.51266.510.011-157130.0Ductile Iron18.0640P-43
0.20266.52266.510.011-157130.0Ductile Iron18.0569P-44
0.20266.52266.520.011-157130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-157130.0Ductile Iron12.02,647P-46
0.31266.74266.610.026-243130.0Ductile Iron18.05,013P-49
0.00242.71242.710.0000150.0PVC6.0213P-51
0.00242.71242.710.0000150.0PVC6.0134P-52
4.54242.01242.7110.427400150.0PVC6.068P-53
0.00249.85249.850.0000150.0PVC6.0169P-55
0.00249.85249.850.0000150.0PVC6.0154P-56
0.00249.86249.860.0000150.0PVC6.0125P-58
0.00249.86249.860.0000150.0PVC6.068P-59
0.00249.86249.860.0000150.0PVC6.097P-61
0.00249.86249.860.0000150.0PVC6.0120P-62
3.99266.30266.459.924400130.0Ductile Iron6.415P-17
4.54242.71242.7410.427400150.0PVC6.02P-50
0.00266.48266.480.0000130.0Ductile Iron6.415P-24
0.00266.48266.480.0000130.0Ductile Iron6.416P-28
0.00249.85249.850.0000150.0PVC6.067P-57
0.00266.49266.490.0000130.0Ductile Iron6.414P-34
0.00249.86249.860.0000150.0PVC6.09P-33
0.73266.46266.500.205257130.0Ductile Iron12.0191P-14
0.00249.85249.850.0000150.0PVC6.0127P-26
0.41266.49266.500.069143130.0Ductile Iron12.0112P-13
0.00249.85249.850.0000150.0PVC6.013P-25
0.00266.48266.480.0000130.0Ductile Iron12.04P-30
0.00266.48266.480.0000130.0Ductile Iron12.0117P-31
0.00266.48266.480.0000130.0Ductile Iron12.06P-64
0.00266.49266.490.0000130.0Ductile Iron12.0324P-35
0.00266.49266.490.0000130.0Ductile Iron12.04P-36
0.00266.49266.490.0000130.0Ductile Iron12.0171P-40
0.00249.86249.860.0000130.0PVC6.0240P-48
0.00249.86249.860.0000130.0PVC6.04P-65
0.00249.86249.860.0000130.0PVC6.04P-66
0.00266.49266.490.0000130.0Ductile Iron6.420P-47
0.00266.45266.450.0000130.0Ductile Iron12.08P-21
0.00266.45266.450.0000130.0Ductile Iron12.0158P-16
0.41266.48266.460.069-143130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
0.00266.49266.490.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-38Scenario: Fire Flow at FS-38P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-38
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.480<Collection: 0 items>22.58J-3
106266.480<Collection: 0 items>22.45J-4
105266.480<Collection: 0 items>23.30J-5
106266.450<Collection: 0 items>20.85J-9
106266.370<Collection: 0 items>21.78J-10
107266.480<Collection: 0 items>18.74J-14
107266.480<Collection: 0 items>18.67J-15
100249.850<Collection: 0 items>19.20FS-16
107266.480<Collection: 0 items>18.54J-18
106266.480<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
95242.520<Collection: 0 items>22.51FS-12
100249.850<Collection: 0 items>19.20FS-20
106266.370<Collection: 0 items>22.35J-13
98249.850<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.510<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
97249.850<Collection: 0 items>25.08FS-35
97249.850<Collection: 0 items>24.69FS-36
98249.850<Collection: 0 items>23.70FS-37
95240.76400<Collection: 1 items>22.02FS-38
95242.520<Collection: 0 items>22.41FS-39
95242.520<Collection: 0 items>22.63FS-40
98249.740<Collection: 0 items>22.75FS-41
99249.850<Collection: 0 items>20.83FS-42
100249.850<Collection: 0 items>19.13FS-43
100249.850<Collection: 0 items>19.13FS-44
99249.850<Collection: 0 items>20.73FS-45
99249.850<Collection: 0 items>21.49FS-46
106266.370<Collection: 0 items>21.82J-7
106266.370<Collection: 0 items>22.36J-19
107266.480<Collection: 0 items>18.65J-11
107266.480<Collection: 0 items>18.56J-17
100249.850<Collection: 0 items>19.24FS-47
106266.480<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-38
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.025242130.0Ductile Iron18.0997P-7
0.31266.57266.590.025242130.0Ductile Iron18.0861P-8
0.31266.55266.570.025242130.0Ductile Iron18.0612P-9
0.31266.53266.550.025242130.0Ductile Iron18.0957P-10
0.31266.51266.530.026242130.0Ductile Iron18.0497P-11
0.31266.50266.510.025242130.0Ductile Iron18.0564P-12
0.00266.48266.480.0000130.0Ductile Iron12.033P-15
1.13266.37266.450.464400130.0Ductile Iron12.0178P-23
0.63266.48266.450.156-222130.0Ductile Iron12.0187P-29
0.00266.48266.480.0000130.0Ductile Iron12.08P-32
0.08266.50266.500.00264130.0Ductile Iron18.0393P-41
0.20266.51266.500.011-158130.0Ductile Iron18.0552P-42
0.20266.51266.510.011-158130.0Ductile Iron18.0640P-43
0.20266.52266.510.011-158130.0Ductile Iron18.0569P-44
0.20266.52266.520.012-158130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-158130.0Ductile Iron12.02,647P-46
0.31266.74266.610.025-242130.0Ductile Iron18.05,013P-49
0.00249.85249.850.0000150.0PVC6.0213P-51
0.00249.85249.850.0000150.0PVC6.0134P-52
0.00249.85249.850.0000150.0PVC6.068P-53
4.54240.76242.5210.427400150.0PVC6.0169P-55
0.00242.52242.520.0000150.0PVC6.0154P-56
0.00249.85249.850.0000150.0PVC6.0125P-58
0.00249.85249.850.0000150.0PVC6.068P-59
0.00249.85249.850.0000150.0PVC6.097P-61
0.00249.85249.850.0000150.0PVC6.0120P-62
0.00266.48266.480.0000130.0Ductile Iron6.415P-17
0.00249.85249.850.0000150.0PVC6.02P-50
3.99266.37266.229.924-400130.0Ductile Iron6.415P-24
0.00266.37266.370.0000130.0Ductile Iron6.416P-28
0.00249.74249.740.0000150.0PVC6.067P-57
0.00266.48266.480.0000130.0Ductile Iron6.414P-34
0.00249.85249.850.0000150.0PVC6.09P-33
0.51266.48266.500.104178130.0Ductile Iron12.0191P-14
0.00242.52242.520.0000150.0PVC6.0127P-26
0.63266.48266.500.156222130.0Ductile Iron12.0112P-13
4.54242.52242.6610.426400150.0PVC6.013P-25
0.00266.37266.370.0000130.0Ductile Iron12.04P-30
0.00266.37266.370.0000130.0Ductile Iron12.0117P-31
0.00266.37266.370.0000130.0Ductile Iron12.06P-64
0.00266.48266.480.0000130.0Ductile Iron12.0324P-35
0.00266.48266.480.0000130.0Ductile Iron12.04P-36
0.00266.48266.480.0000130.0Ductile Iron12.0171P-40
0.00249.85249.850.0000130.0PVC6.0240P-48
0.00249.85249.850.0000130.0PVC6.04P-65
0.00249.85249.850.0000130.0PVC6.04P-66
0.00266.48266.480.0000130.0Ductile Iron6.420P-47
0.00266.48266.480.0000130.0Ductile Iron12.08P-21
0.00266.48266.480.0000130.0Ductile Iron12.0158P-16
0.51266.45266.480.104178130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
0.00266.48266.480.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-39Scenario: Fire Flow at FS-39P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-39
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.480<Collection: 0 items>22.58J-3
106266.480<Collection: 0 items>22.45J-4
105266.480<Collection: 0 items>23.30J-5
106266.450<Collection: 0 items>20.85J-9
106266.370<Collection: 0 items>21.78J-10
107266.480<Collection: 0 items>18.74J-14
107266.480<Collection: 0 items>18.67J-15
100249.850<Collection: 0 items>19.20FS-16
107266.480<Collection: 0 items>18.54J-18
106266.480<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
95242.520<Collection: 0 items>22.51FS-12
100249.850<Collection: 0 items>19.20FS-20
106266.370<Collection: 0 items>22.35J-13
98249.850<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.510<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
97249.850<Collection: 0 items>25.08FS-35
97249.850<Collection: 0 items>24.69FS-36
98249.850<Collection: 0 items>23.70FS-37
95242.520<Collection: 0 items>22.02FS-38
95241.20400<Collection: 1 items>22.41FS-39
95242.520<Collection: 0 items>22.63FS-40
98249.740<Collection: 0 items>22.75FS-41
99249.850<Collection: 0 items>20.83FS-42
100249.850<Collection: 0 items>19.13FS-43
100249.850<Collection: 0 items>19.13FS-44
99249.850<Collection: 0 items>20.73FS-45
99249.850<Collection: 0 items>21.49FS-46
106266.370<Collection: 0 items>21.82J-7
106266.370<Collection: 0 items>22.36J-19
107266.480<Collection: 0 items>18.65J-11
107266.480<Collection: 0 items>18.56J-17
100249.850<Collection: 0 items>19.24FS-47
106266.480<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-39
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.025242130.0Ductile Iron18.0997P-7
0.31266.57266.590.025242130.0Ductile Iron18.0861P-8
0.31266.55266.570.025242130.0Ductile Iron18.0612P-9
0.31266.53266.550.025242130.0Ductile Iron18.0957P-10
0.31266.51266.530.026242130.0Ductile Iron18.0497P-11
0.31266.50266.510.025242130.0Ductile Iron18.0564P-12
0.00266.48266.480.0000130.0Ductile Iron12.033P-15
1.13266.37266.450.464400130.0Ductile Iron12.0178P-23
0.63266.48266.450.156-222130.0Ductile Iron12.0187P-29
0.00266.48266.480.0000130.0Ductile Iron12.08P-32
0.08266.50266.500.00264130.0Ductile Iron18.0393P-41
0.20266.51266.500.011-158130.0Ductile Iron18.0552P-42
0.20266.51266.510.011-158130.0Ductile Iron18.0640P-43
0.20266.52266.510.011-158130.0Ductile Iron18.0569P-44
0.20266.52266.520.012-158130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-158130.0Ductile Iron12.02,647P-46
0.31266.74266.610.025-242130.0Ductile Iron18.05,013P-49
0.00249.85249.850.0000150.0PVC6.0213P-51
0.00249.85249.850.0000150.0PVC6.0134P-52
0.00249.85249.850.0000150.0PVC6.068P-53
0.00242.52242.520.0000150.0PVC6.0169P-55
0.00242.52242.520.0000150.0PVC6.0154P-56
0.00249.85249.850.0000150.0PVC6.0125P-58
0.00249.85249.850.0000150.0PVC6.068P-59
0.00249.85249.850.0000150.0PVC6.097P-61
0.00249.85249.850.0000150.0PVC6.0120P-62
0.00266.48266.480.0000130.0Ductile Iron6.415P-17
0.00249.85249.850.0000150.0PVC6.02P-50
3.99266.37266.229.924-400130.0Ductile Iron6.415P-24
0.00266.37266.370.0000130.0Ductile Iron6.416P-28
0.00249.74249.740.0000150.0PVC6.067P-57
0.00266.48266.480.0000130.0Ductile Iron6.414P-34
0.00249.85249.850.0000150.0PVC6.09P-33
0.51266.48266.500.104178130.0Ductile Iron12.0191P-14
4.54241.20242.5210.427400150.0PVC6.0127P-26
0.63266.48266.500.156222130.0Ductile Iron12.0112P-13
4.54242.52242.6610.426400150.0PVC6.013P-25
0.00266.37266.370.0000130.0Ductile Iron12.04P-30
0.00266.37266.370.0000130.0Ductile Iron12.0117P-31
0.00266.37266.370.0000130.0Ductile Iron12.06P-64
0.00266.48266.480.0000130.0Ductile Iron12.0324P-35
0.00266.48266.480.0000130.0Ductile Iron12.04P-36
0.00266.48266.480.0000130.0Ductile Iron12.0171P-40
0.00249.85249.850.0000130.0PVC6.0240P-48
0.00249.85249.850.0000130.0PVC6.04P-65
0.00249.85249.850.0000130.0PVC6.04P-66
0.00266.48266.480.0000130.0Ductile Iron6.420P-47
0.00266.48266.480.0000130.0Ductile Iron12.08P-21
0.00266.48266.480.0000130.0Ductile Iron12.0158P-16
0.51266.45266.480.104178130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
0.00266.48266.480.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-40Scenario: Fire Flow at FS-40P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-40
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.480<Collection: 0 items>22.58J-3
106266.480<Collection: 0 items>22.45J-4
105266.480<Collection: 0 items>23.30J-5
106266.450<Collection: 0 items>20.85J-9
106266.370<Collection: 0 items>21.78J-10
107266.480<Collection: 0 items>18.74J-14
107266.480<Collection: 0 items>18.67J-15
100249.850<Collection: 0 items>19.20FS-16
107266.480<Collection: 0 items>18.54J-18
106266.480<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
95242.520<Collection: 0 items>22.51FS-12
100249.850<Collection: 0 items>19.20FS-20
106266.370<Collection: 0 items>22.35J-13
98249.850<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.510<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
97249.850<Collection: 0 items>25.08FS-35
97249.850<Collection: 0 items>24.69FS-36
98249.850<Collection: 0 items>23.70FS-37
95242.520<Collection: 0 items>22.02FS-38
95242.520<Collection: 0 items>22.41FS-39
94240.91400<Collection: 1 items>22.63FS-40
98249.740<Collection: 0 items>22.75FS-41
99249.850<Collection: 0 items>20.83FS-42
100249.850<Collection: 0 items>19.13FS-43
100249.850<Collection: 0 items>19.13FS-44
99249.850<Collection: 0 items>20.73FS-45
99249.850<Collection: 0 items>21.49FS-46
106266.370<Collection: 0 items>21.82J-7
106266.370<Collection: 0 items>22.36J-19
107266.480<Collection: 0 items>18.65J-11
107266.480<Collection: 0 items>18.56J-17
100249.850<Collection: 0 items>19.24FS-47
106266.480<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-40
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.025242130.0Ductile Iron18.0997P-7
0.31266.57266.590.025242130.0Ductile Iron18.0861P-8
0.31266.55266.570.025242130.0Ductile Iron18.0612P-9
0.31266.53266.550.025242130.0Ductile Iron18.0957P-10
0.31266.51266.530.026242130.0Ductile Iron18.0497P-11
0.31266.50266.510.025242130.0Ductile Iron18.0564P-12
0.00266.48266.480.0000130.0Ductile Iron12.033P-15
1.13266.37266.450.464400130.0Ductile Iron12.0178P-23
0.63266.48266.450.156-222130.0Ductile Iron12.0187P-29
0.00266.48266.480.0000130.0Ductile Iron12.08P-32
0.08266.50266.500.00264130.0Ductile Iron18.0393P-41
0.20266.51266.500.011-158130.0Ductile Iron18.0552P-42
0.20266.51266.510.011-158130.0Ductile Iron18.0640P-43
0.20266.52266.510.011-158130.0Ductile Iron18.0569P-44
0.20266.52266.520.012-158130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-158130.0Ductile Iron12.02,647P-46
0.31266.74266.610.025-242130.0Ductile Iron18.05,013P-49
0.00249.85249.850.0000150.0PVC6.0213P-51
0.00249.85249.850.0000150.0PVC6.0134P-52
0.00249.85249.850.0000150.0PVC6.068P-53
0.00242.52242.520.0000150.0PVC6.0169P-55
4.54240.91242.5210.427400150.0PVC6.0154P-56
0.00249.85249.850.0000150.0PVC6.0125P-58
0.00249.85249.850.0000150.0PVC6.068P-59
0.00249.85249.850.0000150.0PVC6.097P-61
0.00249.85249.850.0000150.0PVC6.0120P-62
0.00266.48266.480.0000130.0Ductile Iron6.415P-17
0.00249.85249.850.0000150.0PVC6.02P-50
3.99266.37266.229.924-400130.0Ductile Iron6.415P-24
0.00266.37266.370.0000130.0Ductile Iron6.416P-28
0.00249.74249.740.0000150.0PVC6.067P-57
0.00266.48266.480.0000130.0Ductile Iron6.414P-34
0.00249.85249.850.0000150.0PVC6.09P-33
0.51266.48266.500.104178130.0Ductile Iron12.0191P-14
0.00242.52242.520.0000150.0PVC6.0127P-26
0.63266.48266.500.156222130.0Ductile Iron12.0112P-13
4.54242.52242.6610.426400150.0PVC6.013P-25
0.00266.37266.370.0000130.0Ductile Iron12.04P-30
0.00266.37266.370.0000130.0Ductile Iron12.0117P-31
0.00266.37266.370.0000130.0Ductile Iron12.06P-64
0.00266.48266.480.0000130.0Ductile Iron12.0324P-35
0.00266.48266.480.0000130.0Ductile Iron12.04P-36
0.00266.48266.480.0000130.0Ductile Iron12.0171P-40
0.00249.85249.850.0000130.0PVC6.0240P-48
0.00249.85249.850.0000130.0PVC6.04P-65
0.00249.85249.850.0000130.0PVC6.04P-66
0.00266.48266.480.0000130.0Ductile Iron6.420P-47
0.00266.48266.480.0000130.0Ductile Iron12.08P-21
0.00266.48266.480.0000130.0Ductile Iron12.0158P-16
0.51266.45266.480.104178130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
0.00266.48266.480.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-41Scenario: Fire Flow at FS-41P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-41
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.480<Collection: 0 items>22.58J-3
106266.480<Collection: 0 items>22.45J-4
105266.480<Collection: 0 items>23.30J-5
106266.450<Collection: 0 items>20.85J-9
106266.370<Collection: 0 items>21.78J-10
107266.480<Collection: 0 items>18.74J-14
107266.480<Collection: 0 items>18.67J-15
100249.850<Collection: 0 items>19.20FS-16
107266.480<Collection: 0 items>18.54J-18
106266.480<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
98249.740<Collection: 0 items>22.51FS-12
100249.850<Collection: 0 items>19.20FS-20
106266.310<Collection: 0 items>22.35J-13
98249.850<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.510<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
97249.850<Collection: 0 items>25.08FS-35
97249.850<Collection: 0 items>24.69FS-36
98249.850<Collection: 0 items>23.70FS-37
99249.740<Collection: 0 items>22.02FS-38
98249.740<Collection: 0 items>22.41FS-39
98249.740<Collection: 0 items>22.63FS-40
95241.90400<Collection: 1 items>22.75FS-41
99249.850<Collection: 0 items>20.83FS-42
100249.850<Collection: 0 items>19.13FS-43
100249.850<Collection: 0 items>19.13FS-44
99249.850<Collection: 0 items>20.73FS-45
99249.850<Collection: 0 items>21.49FS-46
106266.370<Collection: 0 items>21.82J-7
106266.310<Collection: 0 items>22.36J-19
107266.480<Collection: 0 items>18.65J-11
107266.480<Collection: 0 items>18.56J-17
100249.850<Collection: 0 items>19.24FS-47
106266.480<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-41
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.025242130.0Ductile Iron18.0997P-7
0.31266.57266.590.025242130.0Ductile Iron18.0861P-8
0.31266.55266.570.025242130.0Ductile Iron18.0612P-9
0.31266.53266.550.025242130.0Ductile Iron18.0957P-10
0.31266.51266.530.026242130.0Ductile Iron18.0497P-11
0.31266.50266.510.025242130.0Ductile Iron18.0564P-12
0.00266.48266.480.0000130.0Ductile Iron12.033P-15
1.13266.37266.450.464400130.0Ductile Iron12.0178P-23
0.63266.48266.450.156-222130.0Ductile Iron12.0187P-29
0.00266.48266.480.0000130.0Ductile Iron12.08P-32
0.08266.50266.500.00264130.0Ductile Iron18.0393P-41
0.20266.51266.500.011-158130.0Ductile Iron18.0552P-42
0.20266.51266.510.011-158130.0Ductile Iron18.0640P-43
0.20266.52266.510.011-158130.0Ductile Iron18.0569P-44
0.20266.52266.520.012-158130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-158130.0Ductile Iron12.02,647P-46
0.31266.74266.610.025-242130.0Ductile Iron18.05,013P-49
0.00249.85249.850.0000150.0PVC6.0213P-51
0.00249.85249.850.0000150.0PVC6.0134P-52
0.00249.85249.850.0000150.0PVC6.068P-53
0.00249.74249.740.0000150.0PVC6.0169P-55
0.00249.74249.740.0000150.0PVC6.0154P-56
0.00249.85249.850.0000150.0PVC6.0125P-58
0.00249.85249.850.0000150.0PVC6.068P-59
0.00249.85249.850.0000150.0PVC6.097P-61
0.00249.85249.850.0000150.0PVC6.0120P-62
0.00266.48266.480.0000130.0Ductile Iron6.415P-17
0.00249.85249.850.0000150.0PVC6.02P-50
0.00266.37266.370.0000130.0Ductile Iron6.415P-24
3.99266.16266.319.924400130.0Ductile Iron6.416P-28
4.54241.90242.6010.426400150.0PVC6.067P-57
0.00266.48266.480.0000130.0Ductile Iron6.414P-34
0.00249.85249.850.0000150.0PVC6.09P-33
0.51266.48266.500.104178130.0Ductile Iron12.0191P-14
0.00249.74249.740.0000150.0PVC6.0127P-26
0.63266.48266.500.156222130.0Ductile Iron12.0112P-13
0.00249.74249.740.0000150.0PVC6.013P-25
1.13266.37266.370.464400130.0Ductile Iron12.04P-30
1.13266.31266.370.464400130.0Ductile Iron12.0117P-31
0.00266.31266.310.0000130.0Ductile Iron12.06P-64
0.00266.48266.480.0000130.0Ductile Iron12.0324P-35
0.00266.48266.480.0000130.0Ductile Iron12.04P-36
0.00266.48266.480.0000130.0Ductile Iron12.0171P-40
0.00249.85249.850.0000130.0PVC6.0240P-48
0.00249.85249.850.0000130.0PVC6.04P-65
0.00249.85249.850.0000130.0PVC6.04P-66
0.00266.48266.480.0000130.0Ductile Iron6.420P-47
0.00266.48266.480.0000130.0Ductile Iron12.08P-21
0.00266.48266.480.0000130.0Ductile Iron12.0158P-16
0.51266.45266.480.104178130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
0.00266.48266.480.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-42Scenario: Fire Flow at FS-42P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-42
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.490<Collection: 0 items>22.58J-3
106266.490<Collection: 0 items>22.45J-4
105266.490<Collection: 0 items>23.30J-5
106266.480<Collection: 0 items>20.85J-9
106266.480<Collection: 0 items>21.78J-10
107266.470<Collection: 0 items>18.74J-14
107266.470<Collection: 0 items>18.67J-15
97242.670<Collection: 0 items>19.20FS-16
107266.470<Collection: 0 items>18.54J-18
106266.470<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
98249.850<Collection: 0 items>22.51FS-12
100249.840<Collection: 0 items>19.20FS-20
106266.480<Collection: 0 items>22.35J-13
98249.860<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.500<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
97249.860<Collection: 0 items>25.08FS-35
97249.860<Collection: 0 items>24.69FS-36
98249.860<Collection: 0 items>23.70FS-37
99249.850<Collection: 0 items>22.02FS-38
98249.850<Collection: 0 items>22.41FS-39
98249.850<Collection: 0 items>22.63FS-40
98249.850<Collection: 0 items>22.75FS-41
95241.37400<Collection: 1 items>20.83FS-42
97242.670<Collection: 0 items>19.13FS-43
100249.840<Collection: 0 items>19.13FS-44
99249.840<Collection: 0 items>20.73FS-45
99249.840<Collection: 0 items>21.49FS-46
106266.480<Collection: 0 items>21.82J-7
106266.480<Collection: 0 items>22.36J-19
107266.470<Collection: 0 items>18.65J-11
107266.470<Collection: 0 items>18.56J-17
100249.840<Collection: 0 items>19.24FS-47
106266.490<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-42
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.025242130.0Ductile Iron18.0997P-7
0.31266.57266.590.025242130.0Ductile Iron18.0861P-8
0.31266.55266.570.025242130.0Ductile Iron18.0612P-9
0.31266.53266.550.025242130.0Ductile Iron18.0957P-10
0.31266.51266.530.025242130.0Ductile Iron18.0497P-11
0.31266.50266.510.025242130.0Ductile Iron18.0564P-12
0.00266.49266.490.0000130.0Ductile Iron12.033P-15
0.00266.48266.480.0000130.0Ductile Iron12.0178P-23
0.33266.47266.480.047116130.0Ductile Iron12.0187P-29
1.13266.47266.470.464400130.0Ductile Iron12.08P-32
0.16266.50266.500.008126130.0Ductile Iron18.0393P-41
0.20266.50266.500.011-158130.0Ductile Iron18.0552P-42
0.20266.51266.500.012-158130.0Ductile Iron18.0640P-43
0.20266.52266.510.012-158130.0Ductile Iron18.0569P-44
0.20266.52266.520.012-158130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-158130.0Ductile Iron12.02,647P-46
0.31266.74266.610.025-242130.0Ductile Iron18.05,013P-49
0.00249.86249.860.0000150.0PVC6.0213P-51
0.00249.86249.860.0000150.0PVC6.0134P-52
0.00249.86249.860.0000150.0PVC6.068P-53
0.00249.85249.850.0000150.0PVC6.0169P-55
0.00249.85249.850.0000150.0PVC6.0154P-56
4.54241.37242.6710.426400150.0PVC6.0125P-58
0.00242.67242.670.0000150.0PVC6.068P-59
0.00249.84249.840.0000150.0PVC6.097P-61
0.00249.84249.840.0000150.0PVC6.0120P-62
0.00266.49266.490.0000130.0Ductile Iron6.415P-17
0.00249.86249.860.0000150.0PVC6.02P-50
0.00266.48266.480.0000130.0Ductile Iron6.415P-24
0.00266.48266.480.0000130.0Ductile Iron6.416P-28
0.00249.85249.850.0000150.0PVC6.067P-57
3.99266.33266.479.925400130.0Ductile Iron6.414P-34
4.54242.67242.7710.427400150.0PVC6.09P-33
0.33266.49266.500.047116130.0Ductile Iron12.0191P-14
0.00249.85249.850.0000150.0PVC6.0127P-26
0.80266.47266.500.246284130.0Ductile Iron12.0112P-13
0.00249.85249.850.0000150.0PVC6.013P-25
0.00266.48266.480.0000130.0Ductile Iron12.04P-30
0.00266.48266.480.0000130.0Ductile Iron12.0117P-31
0.00266.48266.480.0000130.0Ductile Iron12.06P-64
0.00266.47266.470.0000130.0Ductile Iron12.0324P-35
0.00266.47266.470.0000130.0Ductile Iron12.04P-36
0.00266.47266.470.0000130.0Ductile Iron12.0171P-40
0.00249.84249.840.0000130.0PVC6.0240P-48
0.00249.84249.840.0000130.0PVC6.04P-65
0.00249.84249.840.0000130.0PVC6.04P-66
0.00266.47266.470.0000130.0Ductile Iron6.420P-47
0.00266.49266.490.0000130.0Ductile Iron12.08P-21
0.00266.49266.490.0000130.0Ductile Iron12.0158P-16
0.33266.48266.490.047116130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
0.00266.47266.470.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-43Scenario: Fire Flow at FS-43P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-43
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.490<Collection: 0 items>22.58J-3
106266.490<Collection: 0 items>22.45J-4
105266.490<Collection: 0 items>23.30J-5
106266.480<Collection: 0 items>20.85J-9
106266.480<Collection: 0 items>21.78J-10
107266.470<Collection: 0 items>18.74J-14
107266.470<Collection: 0 items>18.67J-15
97242.670<Collection: 0 items>19.20FS-16
107266.470<Collection: 0 items>18.54J-18
106266.470<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
98249.850<Collection: 0 items>22.51FS-12
100249.840<Collection: 0 items>19.20FS-20
106266.480<Collection: 0 items>22.35J-13
98249.860<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.500<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
97249.860<Collection: 0 items>25.08FS-35
97249.860<Collection: 0 items>24.69FS-36
98249.860<Collection: 0 items>23.70FS-37
99249.850<Collection: 0 items>22.02FS-38
98249.850<Collection: 0 items>22.41FS-39
98249.850<Collection: 0 items>22.63FS-40
98249.850<Collection: 0 items>22.75FS-41
96242.670<Collection: 0 items>20.83FS-42
96241.96400<Collection: 1 items>19.13FS-43
100249.840<Collection: 0 items>19.13FS-44
99249.840<Collection: 0 items>20.73FS-45
99249.840<Collection: 0 items>21.49FS-46
106266.480<Collection: 0 items>21.82J-7
106266.480<Collection: 0 items>22.36J-19
107266.470<Collection: 0 items>18.65J-11
107266.470<Collection: 0 items>18.56J-17
100249.840<Collection: 0 items>19.24FS-47
106266.490<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-43
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.025242130.0Ductile Iron18.0997P-7
0.31266.57266.590.025242130.0Ductile Iron18.0861P-8
0.31266.55266.570.025242130.0Ductile Iron18.0612P-9
0.31266.53266.550.025242130.0Ductile Iron18.0957P-10
0.31266.51266.530.025242130.0Ductile Iron18.0497P-11
0.31266.50266.510.025242130.0Ductile Iron18.0564P-12
0.00266.49266.490.0000130.0Ductile Iron12.033P-15
0.00266.48266.480.0000130.0Ductile Iron12.0178P-23
0.33266.47266.480.047116130.0Ductile Iron12.0187P-29
1.13266.47266.470.464400130.0Ductile Iron12.08P-32
0.16266.50266.500.008126130.0Ductile Iron18.0393P-41
0.20266.50266.500.011-158130.0Ductile Iron18.0552P-42
0.20266.51266.500.012-158130.0Ductile Iron18.0640P-43
0.20266.52266.510.012-158130.0Ductile Iron18.0569P-44
0.20266.52266.520.012-158130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-158130.0Ductile Iron12.02,647P-46
0.31266.74266.610.025-242130.0Ductile Iron18.05,013P-49
0.00249.86249.860.0000150.0PVC6.0213P-51
0.00249.86249.860.0000150.0PVC6.0134P-52
0.00249.86249.860.0000150.0PVC6.068P-53
0.00249.85249.850.0000150.0PVC6.0169P-55
0.00249.85249.850.0000150.0PVC6.0154P-56
0.00242.67242.670.0000150.0PVC6.0125P-58
4.54241.96242.6710.426400150.0PVC6.068P-59
0.00249.84249.840.0000150.0PVC6.097P-61
0.00249.84249.840.0000150.0PVC6.0120P-62
0.00266.49266.490.0000130.0Ductile Iron6.415P-17
0.00249.86249.860.0000150.0PVC6.02P-50
0.00266.48266.480.0000130.0Ductile Iron6.415P-24
0.00266.48266.480.0000130.0Ductile Iron6.416P-28
0.00249.85249.850.0000150.0PVC6.067P-57
3.99266.33266.479.925400130.0Ductile Iron6.414P-34
4.54242.67242.7710.427400150.0PVC6.09P-33
0.33266.49266.500.047116130.0Ductile Iron12.0191P-14
0.00249.85249.850.0000150.0PVC6.0127P-26
0.80266.47266.500.246284130.0Ductile Iron12.0112P-13
0.00249.85249.850.0000150.0PVC6.013P-25
0.00266.48266.480.0000130.0Ductile Iron12.04P-30
0.00266.48266.480.0000130.0Ductile Iron12.0117P-31
0.00266.48266.480.0000130.0Ductile Iron12.06P-64
0.00266.47266.470.0000130.0Ductile Iron12.0324P-35
0.00266.47266.470.0000130.0Ductile Iron12.04P-36
0.00266.47266.470.0000130.0Ductile Iron12.0171P-40
0.00249.84249.840.0000130.0PVC6.0240P-48
0.00249.84249.840.0000130.0PVC6.04P-65
0.00249.84249.840.0000130.0PVC6.04P-66
0.00266.47266.470.0000130.0Ductile Iron6.420P-47
0.00266.49266.490.0000130.0Ductile Iron12.08P-21
0.00266.49266.490.0000130.0Ductile Iron12.0158P-16
0.33266.48266.490.047116130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
0.00266.47266.470.0000130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-44Scenario: Fire Flow at FS-44P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-44
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.490<Collection: 0 items>22.58J-3
106266.490<Collection: 0 items>22.45J-4
105266.490<Collection: 0 items>23.30J-5
106266.480<Collection: 0 items>20.85J-9
106266.480<Collection: 0 items>21.78J-10
107266.470<Collection: 0 items>18.74J-14
107266.470<Collection: 0 items>18.67J-15
100249.840<Collection: 0 items>19.20FS-16
107266.310<Collection: 0 items>18.54J-18
106266.310<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
98249.850<Collection: 0 items>22.51FS-12
97242.440<Collection: 0 items>19.20FS-20
106266.480<Collection: 0 items>22.35J-13
98249.860<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.500<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
97249.860<Collection: 0 items>25.08FS-35
97249.860<Collection: 0 items>24.69FS-36
98249.860<Collection: 0 items>23.70FS-37
99249.850<Collection: 0 items>22.02FS-38
98249.850<Collection: 0 items>22.41FS-39
98249.850<Collection: 0 items>22.63FS-40
98249.850<Collection: 0 items>22.75FS-41
99249.840<Collection: 0 items>20.83FS-42
100249.840<Collection: 0 items>19.13FS-43
96241.43400<Collection: 1 items>19.13FS-44
96242.440<Collection: 0 items>20.73FS-45
96242.500<Collection: 0 items>21.49FS-46
106266.480<Collection: 0 items>21.82J-7
106266.480<Collection: 0 items>22.36J-19
107266.460<Collection: 0 items>18.65J-11
107266.310<Collection: 0 items>18.56J-17
97242.500<Collection: 0 items>19.24FS-47
106266.490<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-44
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.025242130.0Ductile Iron18.0997P-7
0.31266.57266.590.025242130.0Ductile Iron18.0861P-8
0.31266.55266.570.025242130.0Ductile Iron18.0612P-9
0.31266.53266.550.025242130.0Ductile Iron18.0957P-10
0.31266.51266.530.025242130.0Ductile Iron18.0497P-11
0.31266.50266.510.025242130.0Ductile Iron18.0564P-12
0.00266.49266.490.0000130.0Ductile Iron12.033P-15
0.00266.48266.480.0000130.0Ductile Iron12.0178P-23
0.33266.47266.480.047116130.0Ductile Iron12.0187P-29
1.13266.47266.470.464400130.0Ductile Iron12.08P-32
0.16266.50266.500.008126130.0Ductile Iron18.0393P-41
0.20266.50266.500.011-158130.0Ductile Iron18.0552P-42
0.20266.51266.500.012-158130.0Ductile Iron18.0640P-43
0.20266.52266.510.012-158130.0Ductile Iron18.0569P-44
0.20266.52266.520.012-158130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-158130.0Ductile Iron12.02,647P-46
0.31266.74266.610.025-242130.0Ductile Iron18.05,013P-49
0.00249.86249.860.0000150.0PVC6.0213P-51
0.00249.86249.860.0000150.0PVC6.0134P-52
0.00249.86249.860.0000150.0PVC6.068P-53
0.00249.85249.850.0000150.0PVC6.0169P-55
0.00249.85249.850.0000150.0PVC6.0154P-56
0.00249.84249.840.0000150.0PVC6.0125P-58
0.00249.84249.840.0000150.0PVC6.068P-59
4.54241.43242.4410.427400150.0PVC6.097P-61
0.00242.44242.440.0000150.0PVC6.0120P-62
0.00266.49266.490.0000130.0Ductile Iron6.415P-17
0.00249.86249.860.0000150.0PVC6.02P-50
0.00266.48266.480.0000130.0Ductile Iron6.415P-24
0.00266.48266.480.0000130.0Ductile Iron6.416P-28
0.00249.85249.850.0000150.0PVC6.067P-57
0.00266.47266.470.0000130.0Ductile Iron6.414P-34
0.00249.84249.840.0000150.0PVC6.09P-33
0.33266.49266.500.047116130.0Ductile Iron12.0191P-14
0.00249.85249.850.0000150.0PVC6.0127P-26
0.80266.47266.500.246284130.0Ductile Iron12.0112P-13
0.00249.85249.850.0000150.0PVC6.013P-25
0.00266.48266.480.0000130.0Ductile Iron12.04P-30
0.00266.48266.480.0000130.0Ductile Iron12.0117P-31
0.00266.48266.480.0000130.0Ductile Iron12.06P-64
1.13266.31266.460.464400130.0Ductile Iron12.0324P-35
0.00266.31266.310.0000130.0Ductile Iron12.04P-36
0.00266.31266.310.0000130.0Ductile Iron12.0171P-40
0.00242.50242.500.0000130.0PVC6.0240P-48
4.54242.50242.4413.588-400130.0PVC6.04P-65
4.54242.55242.5013.591-400130.0PVC6.04P-66
3.99266.31266.119.924-400130.0Ductile Iron6.420P-47
0.00266.49266.490.0000130.0Ductile Iron12.08P-21
0.00266.49266.490.0000130.0Ductile Iron12.0158P-16
0.33266.48266.490.047116130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
1.13266.46266.470.464400130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-45Scenario: Fire Flow at FS-45P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-45
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.490<Collection: 0 items>22.58J-3
106266.490<Collection: 0 items>22.45J-4
105266.490<Collection: 0 items>23.30J-5
106266.480<Collection: 0 items>20.85J-9
106266.480<Collection: 0 items>21.78J-10
107266.470<Collection: 0 items>18.74J-14
107266.470<Collection: 0 items>18.67J-15
100249.840<Collection: 0 items>19.20FS-16
107266.310<Collection: 0 items>18.54J-18
106266.310<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
98249.850<Collection: 0 items>22.51FS-12
97242.440<Collection: 0 items>19.20FS-20
106266.480<Collection: 0 items>22.35J-13
98249.860<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.500<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
97249.860<Collection: 0 items>25.08FS-35
97249.860<Collection: 0 items>24.69FS-36
98249.860<Collection: 0 items>23.70FS-37
99249.850<Collection: 0 items>22.02FS-38
98249.850<Collection: 0 items>22.41FS-39
98249.850<Collection: 0 items>22.63FS-40
98249.850<Collection: 0 items>22.75FS-41
99249.840<Collection: 0 items>20.83FS-42
100249.840<Collection: 0 items>19.13FS-43
97242.440<Collection: 0 items>19.13FS-44
95241.19400<Collection: 1 items>20.73FS-45
96242.500<Collection: 0 items>21.49FS-46
106266.480<Collection: 0 items>21.82J-7
106266.480<Collection: 0 items>22.36J-19
107266.460<Collection: 0 items>18.65J-11
107266.310<Collection: 0 items>18.56J-17
97242.500<Collection: 0 items>19.24FS-47
106266.490<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-45
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.025242130.0Ductile Iron18.0997P-7
0.31266.57266.590.025242130.0Ductile Iron18.0861P-8
0.31266.55266.570.025242130.0Ductile Iron18.0612P-9
0.31266.53266.550.025242130.0Ductile Iron18.0957P-10
0.31266.51266.530.025242130.0Ductile Iron18.0497P-11
0.31266.50266.510.025242130.0Ductile Iron18.0564P-12
0.00266.49266.490.0000130.0Ductile Iron12.033P-15
0.00266.48266.480.0000130.0Ductile Iron12.0178P-23
0.33266.47266.480.047116130.0Ductile Iron12.0187P-29
1.13266.47266.470.464400130.0Ductile Iron12.08P-32
0.16266.50266.500.008126130.0Ductile Iron18.0393P-41
0.20266.50266.500.011-158130.0Ductile Iron18.0552P-42
0.20266.51266.500.012-158130.0Ductile Iron18.0640P-43
0.20266.52266.510.012-158130.0Ductile Iron18.0569P-44
0.20266.52266.520.012-158130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-158130.0Ductile Iron12.02,647P-46
0.31266.74266.610.025-242130.0Ductile Iron18.05,013P-49
0.00249.86249.860.0000150.0PVC6.0213P-51
0.00249.86249.860.0000150.0PVC6.0134P-52
0.00249.86249.860.0000150.0PVC6.068P-53
0.00249.85249.850.0000150.0PVC6.0169P-55
0.00249.85249.850.0000150.0PVC6.0154P-56
0.00249.84249.840.0000150.0PVC6.0125P-58
0.00249.84249.840.0000150.0PVC6.068P-59
0.00242.44242.440.0000150.0PVC6.097P-61
4.54241.19242.4410.427400150.0PVC6.0120P-62
0.00266.49266.490.0000130.0Ductile Iron6.415P-17
0.00249.86249.860.0000150.0PVC6.02P-50
0.00266.48266.480.0000130.0Ductile Iron6.415P-24
0.00266.48266.480.0000130.0Ductile Iron6.416P-28
0.00249.85249.850.0000150.0PVC6.067P-57
0.00266.47266.470.0000130.0Ductile Iron6.414P-34
0.00249.84249.840.0000150.0PVC6.09P-33
0.33266.49266.500.047116130.0Ductile Iron12.0191P-14
0.00249.85249.850.0000150.0PVC6.0127P-26
0.80266.47266.500.246284130.0Ductile Iron12.0112P-13
0.00249.85249.850.0000150.0PVC6.013P-25
0.00266.48266.480.0000130.0Ductile Iron12.04P-30
0.00266.48266.480.0000130.0Ductile Iron12.0117P-31
0.00266.48266.480.0000130.0Ductile Iron12.06P-64
1.13266.31266.460.464400130.0Ductile Iron12.0324P-35
0.00266.31266.310.0000130.0Ductile Iron12.04P-36
0.00266.31266.310.0000130.0Ductile Iron12.0171P-40
0.00242.50242.500.0000130.0PVC6.0240P-48
4.54242.50242.4413.588-400130.0PVC6.04P-65
4.54242.55242.5013.591-400130.0PVC6.04P-66
3.99266.31266.119.924-400130.0Ductile Iron6.420P-47
0.00266.49266.490.0000130.0Ductile Iron12.08P-21
0.00266.49266.490.0000130.0Ductile Iron12.0158P-16
0.33266.48266.490.047116130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
1.13266.46266.470.464400130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-46Scenario: Fire Flow at FS-46P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-46
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.490<Collection: 0 items>22.58J-3
106266.490<Collection: 0 items>22.45J-4
105266.490<Collection: 0 items>23.30J-5
106266.480<Collection: 0 items>20.85J-9
106266.480<Collection: 0 items>21.78J-10
107266.470<Collection: 0 items>18.74J-14
107266.470<Collection: 0 items>18.67J-15
100249.840<Collection: 0 items>19.20FS-16
107266.310<Collection: 0 items>18.54J-18
106266.310<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
98249.850<Collection: 0 items>22.51FS-12
97242.500<Collection: 0 items>19.20FS-20
106266.480<Collection: 0 items>22.35J-13
98249.860<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.500<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
97249.860<Collection: 0 items>25.08FS-35
97249.860<Collection: 0 items>24.69FS-36
98249.860<Collection: 0 items>23.70FS-37
99249.850<Collection: 0 items>22.02FS-38
98249.850<Collection: 0 items>22.41FS-39
98249.850<Collection: 0 items>22.63FS-40
98249.850<Collection: 0 items>22.75FS-41
99249.840<Collection: 0 items>20.83FS-42
100249.840<Collection: 0 items>19.13FS-43
97242.500<Collection: 0 items>19.13FS-44
96242.500<Collection: 0 items>20.73FS-45
94239.23400<Collection: 1 items>21.49FS-46
106266.480<Collection: 0 items>21.82J-7
106266.480<Collection: 0 items>22.36J-19
107266.460<Collection: 0 items>18.65J-11
107266.310<Collection: 0 items>18.56J-17
97242.500<Collection: 0 items>19.24FS-47
106266.490<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-46
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.025242130.0Ductile Iron18.0997P-7
0.31266.57266.590.025242130.0Ductile Iron18.0861P-8
0.31266.55266.570.025242130.0Ductile Iron18.0612P-9
0.31266.53266.550.025242130.0Ductile Iron18.0957P-10
0.31266.51266.530.025242130.0Ductile Iron18.0497P-11
0.31266.50266.510.025242130.0Ductile Iron18.0564P-12
0.00266.49266.490.0000130.0Ductile Iron12.033P-15
0.00266.48266.480.0000130.0Ductile Iron12.0178P-23
0.33266.47266.480.047116130.0Ductile Iron12.0187P-29
1.13266.47266.470.464400130.0Ductile Iron12.08P-32
0.16266.50266.500.008126130.0Ductile Iron18.0393P-41
0.20266.50266.500.011-158130.0Ductile Iron18.0552P-42
0.20266.51266.500.012-158130.0Ductile Iron18.0640P-43
0.20266.52266.510.012-158130.0Ductile Iron18.0569P-44
0.20266.52266.520.012-158130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-158130.0Ductile Iron12.02,647P-46
0.31266.74266.610.025-242130.0Ductile Iron18.05,013P-49
0.00249.86249.860.0000150.0PVC6.0213P-51
0.00249.86249.860.0000150.0PVC6.0134P-52
0.00249.86249.860.0000150.0PVC6.068P-53
0.00249.85249.850.0000150.0PVC6.0169P-55
0.00249.85249.850.0000150.0PVC6.0154P-56
0.00249.84249.840.0000150.0PVC6.0125P-58
0.00249.84249.840.0000150.0PVC6.068P-59
0.00242.50242.500.0000150.0PVC6.097P-61
0.00242.50242.500.0000150.0PVC6.0120P-62
0.00266.49266.490.0000130.0Ductile Iron6.415P-17
0.00249.86249.860.0000150.0PVC6.02P-50
0.00266.48266.480.0000130.0Ductile Iron6.415P-24
0.00266.48266.480.0000130.0Ductile Iron6.416P-28
0.00249.85249.850.0000150.0PVC6.067P-57
0.00266.47266.470.0000130.0Ductile Iron6.414P-34
0.00249.84249.840.0000150.0PVC6.09P-33
0.33266.49266.500.047116130.0Ductile Iron12.0191P-14
0.00249.85249.850.0000150.0PVC6.0127P-26
0.80266.47266.500.246284130.0Ductile Iron12.0112P-13
0.00249.85249.850.0000150.0PVC6.013P-25
0.00266.48266.480.0000130.0Ductile Iron12.04P-30
0.00266.48266.480.0000130.0Ductile Iron12.0117P-31
0.00266.48266.480.0000130.0Ductile Iron12.06P-64
1.13266.31266.460.464400130.0Ductile Iron12.0324P-35
0.00266.31266.310.0000130.0Ductile Iron12.04P-36
0.00266.31266.310.0000130.0Ductile Iron12.0171P-40
4.54239.23242.5013.591400130.0PVC6.0240P-48
0.00242.50242.500.0000130.0PVC6.04P-65
4.54242.55242.5013.591-400130.0PVC6.04P-66
3.99266.31266.119.924-400130.0Ductile Iron6.420P-47
0.00266.49266.490.0000130.0Ductile Iron12.08P-21
0.00266.49266.490.0000130.0Ductile Iron12.0158P-16
0.33266.48266.490.047116130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
1.13266.46266.470.464400130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-47Scenario: Fire Flow at FS-47P-21P-34P-30P-62P-58P-33P-28P-40P-36P-13P-29P-15P-48WaterCAD[10.03.01.08]8/12/2020Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-47
FlexTable: Junction Table
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand CollectionElevation
(ft)
Label
106266.490<Collection: 0 items>22.58J-3
106266.490<Collection: 0 items>22.45J-4
105266.490<Collection: 0 items>23.30J-5
106266.480<Collection: 0 items>20.85J-9
106266.480<Collection: 0 items>21.78J-10
107266.470<Collection: 0 items>18.74J-14
107266.470<Collection: 0 items>18.67J-15
100249.840<Collection: 0 items>19.20FS-16
107266.310<Collection: 0 items>18.54J-18
106266.310<Collection: 0 items>20.38J-21
108266.500<Collection: 0 items>17.89J-27
108266.500<Collection: 0 items>17.40J-26
110266.520<Collection: 0 items>11.25J-22
102266.740<Collection: 0 items>31.02J-34
101266.610<Collection: 0 items>33.45J-33
98249.850<Collection: 0 items>22.51FS-12
97242.500<Collection: 0 items>19.20FS-20
106266.480<Collection: 0 items>22.35J-13
98249.860<Collection: 0 items>23.30FS-6
111266.510<Collection: 0 items>9.77J-24
112266.520<Collection: 0 items>6.50J-23
109266.500<Collection: 0 items>15.35J-25
108266.510<Collection: 0 items>17.36J-28
108266.530<Collection: 0 items>15.92J-29
106266.550<Collection: 0 items>20.46J-30
107266.570<Collection: 0 items>20.00J-31
98266.590<Collection: 0 items>40.58J-32
97249.860<Collection: 0 items>25.08FS-35
97249.860<Collection: 0 items>24.69FS-36
98249.860<Collection: 0 items>23.70FS-37
99249.850<Collection: 0 items>22.02FS-38
98249.850<Collection: 0 items>22.41FS-39
98249.850<Collection: 0 items>22.63FS-40
98249.850<Collection: 0 items>22.75FS-41
99249.840<Collection: 0 items>20.83FS-42
100249.840<Collection: 0 items>19.13FS-43
97242.500<Collection: 0 items>19.13FS-44
96242.500<Collection: 0 items>20.73FS-45
96242.500<Collection: 0 items>21.49FS-46
106266.480<Collection: 0 items>21.82J-7
106266.480<Collection: 0 items>22.36J-19
107266.460<Collection: 0 items>18.65J-11
107266.310<Collection: 0 items>18.56J-17
97242.50400<Collection: 1 items>19.24FS-47
106266.490<Collection: 0 items>22.47J-2
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Active Scenario: Fire Flow at FS-47
FlexTable: Pipe Table
Velocity
(ft/s)
Hydraulic
Grade
(Stop)
(ft)
Hydraulic
Grade
(Start)
(ft)
Headloss
Gradient
(ft/1000ft)
Flow
(gpm)
Hazen-Williams
C
MaterialDiameter
(in)
Length
(Scaled)
(ft)
Label
0.31266.59266.610.025242130.0Ductile Iron18.0997P-7
0.31266.57266.590.025242130.0Ductile Iron18.0861P-8
0.31266.55266.570.025242130.0Ductile Iron18.0612P-9
0.31266.53266.550.025242130.0Ductile Iron18.0957P-10
0.31266.51266.530.025242130.0Ductile Iron18.0497P-11
0.31266.50266.510.025242130.0Ductile Iron18.0564P-12
0.00266.49266.490.0000130.0Ductile Iron12.033P-15
0.00266.48266.480.0000130.0Ductile Iron12.0178P-23
0.33266.47266.480.047116130.0Ductile Iron12.0187P-29
1.13266.47266.470.464400130.0Ductile Iron12.08P-32
0.16266.50266.500.008126130.0Ductile Iron18.0393P-41
0.20266.50266.500.011-158130.0Ductile Iron18.0552P-42
0.20266.51266.500.012-158130.0Ductile Iron18.0640P-43
0.20266.52266.510.012-158130.0Ductile Iron18.0569P-44
0.20266.52266.520.012-158130.0Ductile Iron18.0320P-45
0.45266.74266.520.083-158130.0Ductile Iron12.02,647P-46
0.31266.74266.610.025-242130.0Ductile Iron18.05,013P-49
0.00249.86249.860.0000150.0PVC6.0213P-51
0.00249.86249.860.0000150.0PVC6.0134P-52
0.00249.86249.860.0000150.0PVC6.068P-53
0.00249.85249.850.0000150.0PVC6.0169P-55
0.00249.85249.850.0000150.0PVC6.0154P-56
0.00249.84249.840.0000150.0PVC6.0125P-58
0.00249.84249.840.0000150.0PVC6.068P-59
0.00242.50242.500.0000150.0PVC6.097P-61
0.00242.50242.500.0000150.0PVC6.0120P-62
0.00266.49266.490.0000130.0Ductile Iron6.415P-17
0.00249.86249.860.0000150.0PVC6.02P-50
0.00266.48266.480.0000130.0Ductile Iron6.415P-24
0.00266.48266.480.0000130.0Ductile Iron6.416P-28
0.00249.85249.850.0000150.0PVC6.067P-57
0.00266.47266.470.0000130.0Ductile Iron6.414P-34
0.00249.84249.840.0000150.0PVC6.09P-33
0.33266.49266.500.047116130.0Ductile Iron12.0191P-14
0.00249.85249.850.0000150.0PVC6.0127P-26
0.80266.47266.500.246284130.0Ductile Iron12.0112P-13
0.00249.85249.850.0000150.0PVC6.013P-25
0.00266.48266.480.0000130.0Ductile Iron12.04P-30
0.00266.48266.480.0000130.0Ductile Iron12.0117P-31
0.00266.48266.480.0000130.0Ductile Iron12.06P-64
1.13266.31266.460.464400130.0Ductile Iron12.0324P-35
0.00266.31266.310.0000130.0Ductile Iron12.04P-36
0.00266.31266.310.0000130.0Ductile Iron12.0171P-40
0.00242.50242.500.0000130.0PVC6.0240P-48
0.00242.50242.500.0000130.0PVC6.04P-65
4.54242.55242.5013.591-400130.0PVC6.04P-66
3.99266.31266.119.924-400130.0Ductile Iron6.420P-47
0.00266.49266.490.0000130.0Ductile Iron12.08P-21
0.00266.49266.490.0000130.0Ductile Iron12.0158P-16
0.33266.48266.490.047116130.0Ductile Iron12.0267P-20
0.50266.74266.750.064400130.0Ductile Iron18.0127P-109
1.13266.46266.470.464400130.0Ductile Iron12.013P-27
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
2502 LQ Resort MSA Consulting, Inc. Marco T. Celedon
Condominiums – 400 GPM Page 82 of 89 WaterCAD
August 11, 2020
Water System Analysis for
LQ Resort Condominiums
Tract Map NO. 37930
APPENDIX D – FIRE FLOW REQUIREMENTS
2502 LQ Resort MSA Consulting, Inc. Marco T. Celedon
Condominiums – 400 GPM Page 83 of 89 WaterCAD
August 11, 2020
Water System Analysis for
LQ Resort Condominiums
Tract Map No. 37930
Fire Flow Requirements
The largest structure onsite is 15,089 square feet and the constructions type was
anticipated to be Type V-B. Given the building type and size, the fire flow was found to be
3,250 gpm for a 3-hour duration, using Table B105.1(2) in the 2019 California Fire Code.
Per 2019 California Fire Code Appendix B Table B105.1(1) a 50 percent reduction can be
granted if an Automatic Fire Suppression system is installed the assigned fire flow will be
1,625 gpm for 2 hours at 20 psi.
2502 LQ Resort MSA Consulting, Inc. Marco T. Celedon
Condominiums – 400 GPM Page 84 of 89 WaterCAD
August 11, 2020
Water System Analysis for
LQ Resort Condominiums
Tract Map NO. 37930
APPENDIX E – FIRE HYDRANT FLOW TEST CHARTS
2502 LQ Resort MSA Consulting, Inc. Marco T. Celedon
Condominiums – 400 GPM Page 85 of 89 WaterCAD
August 11, 2020
Water System Analysis for
LQ Resort Condominiums
Tract Map NO. 37930
APPENDIX F – Tank
2502 LQ Resort MSA Consulting, Inc. Marco T. Celedon
Condominiums – 400 GPM Page 86 of 89 WaterCAD
August 11, 2020
Water System Analysis for
LQ Resort Condominiums
Tract Map No. 37930
TANK
WaterCAD models a hydrant flow test using a tank for analysis. The pipe between the tank
and the first junction is oversized since these are not part of the network.
Tank 1 settings are derived from the pressure zone of the site, Lower La Quinta Zone. With
the pressure zone having an elevation of 235 feet we obtain a pressure of 103+ psi for tank
1.
Active Scenario: Static Condition
FlexTable: Tank Table
Hydraulic
Grade
(ft)
Flow (Out
net)
(gpm)
Diameter
(ft)
Volume
(Inactive)
(MG)
Elevation
(Maximum)
(ft)
Elevation
(Initial)
(ft)
Elevation
(Minimum)
(ft)
Elevation
(Base)
(ft)
Label
266.75053.000.00297.75266.75265.85265.75T-1
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
2502 LQ Resort MSA Consulting, Inc. Marco T. Celedon
Condominiums – 400 GPM Page 88 of 89 WaterCAD
August 11, 2020
Water System Analysis for
LQ Resort Condominiums
Tract Map NO. 37930
APPENDIX G – DETECTOR CHECK DEVICE
Active Scenario: Static Condition
FlexTable: GPV Table
Headloss
(ft)
Hydraulic
Grade (To)
(ft)
Hydraulic Grade
(From)
(ft)
General Purpose Valve
Headloss Curve
Diameter
(Valve)
(in)
Elevation
(ft)
Label
16.63250.12266.75Febco 6" 880V -RPDA6.422.45GPV-1
16.63266.75250.12Febco 6" 880V -RPDA6.422.53GPV-2
16.63266.75250.12Febco 6" 880V -RPDA6.422.44GPV-3
16.63266.75250.12Febco 6" 880V -RPDA6.419.33GPV-4
16.63266.75250.12Febco 6" 880V -RPDA6.419.28GPV-5
WaterCAD
[10.03.01.08]
8/12/2020
Marco CeledonMSA Consulting, Inc.2502 LQ Resort Condominiums - 400 GPM.wtg
Letter of Transmittal
QTY. ITEM
COMMENTS:
TRANSMITTAL INFO: PROJECT INFO:
SIGN HERE: MSA INFO:
Sent By:
For Review
For Approval
As Requested
Urgent
Delivered Via:
________________
___
Project #:
Delivered By:
Time:
Date:
Originals
Copies
Prints
Other________
La Quinta Office of the Fire Marshal requires submittals for the permitting of installation and
modifications of Private Fire Mains. *Conceptual (Bid Sets) may be submitted without Installing
Contractor information and Material Cut Sheets.
The following minimum submittals are required for permit and job card issuance:
1. 3 sets of NFPA 24 compliant plans, which include the installing contractor information. (Do not
include Water District details for a private fire main system, other than the Backflow Device) *Or
submit electronically on ETRAKiT system
a. Cross section views of trenching and backfill (as amended)
b. Restraint method(s) – Mechanical/Bell Restraints and/or Thrust block calculations based on
soil density (when proposed)
c. Hydrant, PIV, FDC, OS&Y details and manufacturer information
d. Blue DOT Reflector locations and details (attached)
e. Fire Riser supply details – (*If under foundation and through slab – solid riser sweep.
Provide detail and comment on slab-sleeving NFPA 13 Section 9.3.4).
f. NFPA 24 Contractor’s Material and Test Certificate for Underground Piping should be
placed on the plan sheet(s). (attached)
g. Riverside County Fire Department Private Fire Main Notes should be placed on the plan
title sheet. (attached)
2. When private fire hydrants are proposed or required – the hydraulic flow analysis at a rate
consistent with the required Fire Flow for the proposed structure. Include off-site fire flow
information provided by the water purveyor.
3. Material cut sheets for all components of the system
DESIGN & DEVELOPMENT DEPARTMENT
78-495 Calle Tampico
La Quinta, California 92253
(760) 777-7125 / FAX (760) 777-7011
OFFICE USE ONLY:
REVIEW DATE: ______________
APPROVED CORRECTIONS
CALLED FOR PICKUP:_________
PICKED UP:_________________
SUBMITTAL #_________ REVISION #________ PERMIT NO.
APPLICANT/OWNER INFORMATION
Applicant Name: Owner Name:
Mailing Address: Site Address:
Phone Number: Project
Email:
Description: (Include # of sprinkler heads)
Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the City’s fire
department, and the County designee serves as the City’s fire chief. Applicant recognizes this contracted arrangement and
shall comply with County Fire Department directions.
CONTRACTOR INFORMATION
Contractor Name:
Contractor #: Signature:
Contact Person:
Mailing Address: Print Name:
City, State, Zip: Phone Number:
Business License #: Email Address:
------------ HOURLY@161/HR
$670 HOURLY@161/HR
$791
$992 $418
$1234 HOURLY@161/HR
$418
------------ HOURLY@161/HR
$418
$499 $740
$579 HOURLY@161/HR
------------ HOURLY@161/HR
$176 $901
$257 HOURLY@161/HR
$337 $659
$590 $579
$418
$418 $161
$1062 HOURLY@161/HR
1/29/2020
OFFICE OF THE FIRE MARSHAL – LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
October 26, 2020
The Robert Green Company
3551 Fortuna Ranch Road
Encinitas, CA 92024
MSA Consulting
34200 Bob Hope Drive
Rancho Mirage, CA 92270
Re: CONCEPTUAL/BID Private Fire Main Plan Review – SILVERROCK – PENDRY RESIDENCES
– PA-6
FM2020-0001 – AGUA CORALINA, LA QUINTA, CA 92253
The private fire main plans you submitted for the above referenced project have been reviewed as
CONCEPTUAL/BID SETS by Riverside County Fire Department - Office of the Fire Marshal personnel
and are approved with the following conditions.
1) Installing contractor must hold the appropriate CSLB license.
2) Installing contractor shall separately submit for Fire New Commercial Underground Water
(FNCUW) permit with the City of La Quinta, pay associated fees and provide all required
documents.
a. Outstanding specific “Material cut sheets” will be required.
This submittal has provided adequate detail and calculations that the proposed Public Fire Main will provide
the minimum Fire Hydrant – Fire Flow as conditioned as part of La Quinta Permits BCPR2019-0011 &
BCOM2019-0072.
All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal
staff at (760)777-7074.
Kohl Hetrick - Fire Safety Specialist