FX: (256) 891-3459
PH: (256) 891-3458
P.O. BOX 2079 (35950)
ALBERTVILLE, AL 35951
417 MARTLING ROAD
NOT TO SCALE
PROJECT LOCATION
APPROXIMATE
BUTLER
LOWNDES
AUTAUGA
MOBILE
BALDWIN
WASHINGTON
CHOCTAW
SUMTER
MONROE
CLARKE
ESCAMBIA
CONECUH
WILCOX
MARENGO
DALLAS
PERRY
GENEVA
COVINGTON
COFFEE
CRENSHAW
PIKE
HENRY
HOUSTON
BARBOUR
DALE
MONTGOMERY
ELMORE
BULLOCK
MACON
RUSSELL
LEE
CHILTON
SHELBY
BLOUNT
MADISON
TUSCALOOSA
GREENE
HALE
PICKENS
BIBB
WINSTON
FAYETTE
LAMAR
MARION
JEFFERSON
WALKER
CULLMAN
LAWRENCE
FRANKLIN
COLBERT
LAUDERDALE
MORGAN
LIMESTONE
TALLAPOOSA
COOSA
TALLADEGA
CLAY
CHAMBERS
RANDOLPH
CALHOUN
CHEROKEE
ST. CLAIR
ETOWAH
CLEBURNE
DEKALBMARSHALL
JACKSON
LOCATION MAP
-
NOT TO SCALE
SHEET INDEX
PROJECT AREA
ALBERTVILLE, AL
DOTHAN, AL
AUBURN, AL
ANDALUSIA, AL
HUNTSVILLE, AL
HOOVER, AL
GADSDEN, AL
TO CRANE HILL
COVER SHEET
SITE PLAN
PROPOSED PIPING LAYOUT
CULLMAN
TO GOOD HOPE
CULLMAN COUNTY COMMISSION
WATER SUPERINTENDENT:
COMMISSIONER, PLACE 2:
COMMISSIONER, PLACE 1:
CHAIRMAN:
RANDALL WALDREP
GARRY MARCHMAN
KERRY WATSON
KENNETH WALKER
PIPING SECTION A
PIPING SECTION B
CDG PROJECT NUMBER: 121396031
LEGEND
PROJECT NOTES
PIPING SECTION C
STANDARD DETAILS
PROPOSED SINGLE LINE DIAGRAM
PROPOSED PUMP STATION ELEC. - DEMO
PROPOSED PUMP STATION ELEC. - NEW
STRUCTURAL GENERAL NOTES
STRUCTURAL PLANS
STRUCTURAL SECTIONS
OCTOBER 2017
CULLMAN COUNTY, ALABAMA
CULLMAN COUNTY WATER DEPARTMENT
TRIMBLE PUMP STATION UPGRADE
1
2
3
6
7
8
9
10
11-13
5
4 GRADING PLAN
EROSION CONTROL PLAN
EXISTING PIPING LAYOUT AND DEMO PLAN
DATE
JAMES G. CHITWOOD, P.E.
S1.0
S2.0
S3.0
E1.0
E2.0
E3.0
FO
100
ENV
115.00
ROADWAY
REQD 18"
REQD 18" RCP
100
F =410.25
F =420.55L
L
TP 4MTD
EL 4MTD
TP 4MTD
E
EL 4MTD
W
G
UTILITIES
PROPOSED
ROADWAY PIPE EXAMPLE
SIDE DRAIN PIPE EXAMPLE
DIRECTION OF FLOW .........................................
REQUIRED PIPE
EXISTING
4
SD
88
8
88
9
DRAINAGE STRUCTURE INDEX NUMBERS
REFERENCE NUMBER.
INDEX NUMBER. THE NUMBER IN THE LOWER HALF OF THE CIRCLE (EXAMPLE 88) IS THE SHEET
THE NUMBER IN THE UPPER HALF OF THE CIRCLE (EXAMPLE 8 OR 9) IS THE DRAINAGE STRUCTURE
WITH WRITE-UPS ARE INDEXED AT EACH END WITH NUMBERS ASSIGNED BY DIRECTION OF FLOW.
DRAINAGE STRUCTURE WRITE-UPS ARE LOCATED ON THE DRAINAGE SECTIONS. STRUCTURES
STRUCTURE INDEX NUMBER.
THE TOP LETTERS (SD) ARE FOR SIDE DRAIN AND THE BOTTOM NUMBER IS THE DRAINAGE
EXISTING PAVEMENT (RETAIN)..................................................................
EXISTING PAVEMENT (REMOVE)................................................................
EXISTING PAVEMENT (RETAIN AND OVERLAY)........................................
CONCRETE (EXISTING OR REQUIRED)......................................................
EXISTING CONCRETE (REMOVE)................................................................
RIP RAP (EXISTING OR REQUIRED)...........................................................
GRAVEL (EXISTING OR REQUIRED)...........................................................
GRASS (EXISTING OR REQUIRED).............................................................
BRICK (EXISTING OR REQUIRED)................................................................
C C
SS
W
M
M
A
G
R
E
S
PS
AV
EM
W
M
A
G
R
E
S
PS
AV
FO
CHEMICAL FEED ..............................................................................
TREATED WATER.............................................................................
AIR/VACUUM RELEASE VALVE ......................................................
PUMP STATION ................................................................................
SPOT ELEVATION ............................................................................
POINT OF EXPOSURE .....................................................................
POINT OF COMPLIANCE .................................................................
SPARGE WELL .................................................................................
EXTRACTION WELL .........................................................................
RECOVERY WELL ............................................................................
ABANDONED MONITORING WELL .................................................
MONITORING WELL .........................................................................
WELL .................................................................................................
BORING LOCATION OR TEST PIT ..................................................
GAS METER ......................................................................................
ELECTRIC TRANSFORMER ............................................................
A/C UNIT ...........................................................................................
STREET LAMP ..................................................................................
ELECTRIC METER............................................................................
MAILBOX ...........................................................................................
SIGN ..................................................................................................
STORM MANHOLE ...........................................................................
SEWER CLEANOUT .........................................................................
SEWER MANHOLE ...........................................................................
FIBEROPTIC POST ..........................................................................
CONCRETE MARKER ......................................................................
SET IRON PIN ...................................................................................
FOUND IRON PIN..............................................................................
RAW WATER ....................................................................................
FILTERED WATER............................................................................
SETTLED WATER ............................................................................
WASH WATER ..................................................................................
BURIED FIBER OPTIC......................................................................
OVERHEAD CABLE TELEVISION....................................................
BURIED CABLE TELEVISION...........................................................
FORCE MAIN.....................................................................................
GAS VALVE ......................................................................................
GAS MAIN .........................................................................................
GAS LINE ..........................................................................................
WATER METER ................................................................................
FIRE HYDRANT ................................................................................
WATER VALVE .................................................................................
WATER MAIN ....................................................................................
WATER LINE .....................................................................................
SANITARY SEWER ..........................................................................
TELEPHONE MANHOLE ..................................................................
OVERHEAD TELEPHONE CABLE ...................................................
BURIED TELEPHONE CABLE ..........................................................
TELEPHONE DUCT ..........................................................................
TELEPHONE PEDESTAL ................................................................. TT
POWER POLE ..................................................................................
LIGHT POLE .....................................................................................
TELEPHONE POLE ..........................................................................
ANCHOR ...........................................................................................
STUB (POWER) ................................................................................
STUB (TELEPHONE) ........................................................................
ELECTRIC DUCT ..............................................................................
BURIED ELECTRIC CABLE .............................................................
OVERHEAD ELECTRIC CABLE .......................................................
ELECTRIC MANHOLE ......................................................................
OVERHEAD UTILITY.........................................................................
TOWER .............................................................................................
BOX CULVERT (ELEVATION VIEW) ..........................................
PIPE CULVERT (ELEVATION VIEW) .........................................
BRIDGE .......................................................................................
(SEE PLANS DESCRIPTION ).....................................................
DROP INLET OR JUNCTION BOX
EXTENDED CULVERT ................................................................
REQUIRED BOX CULVERT ........................................................
EXISTING BOX CULVERT ..........................................................
REQUIRED PIPE END TREATMENT...........................................
(WITH PIPE END TREATMENT)..................................................
EXISTING PIPE ...........................................................................
PROPOSED MINOR CONTOUR .................................................
PROPOSED MAJOR CONTOUR ................................................
EXISTING MINOR CONTOUR ....................................................
EXISTING MAJOR CONTOUR ....................................................
ENVIRONMENTAL CLEARED LIMITS ........................................
SURVEY POINT ..........................................................................
BENCH MARK .............................................................................
TRAFFIC LIGHT ..........................................................................
SATELLITE DISH ........................................................................
REQUIRED GUARDRAIL ............................................................
EXISTING GUARDRAIL ..............................................................
GRAVEL ROAD ...........................................................................
REQUIRED DITCH.......................................................................
EXISTING DITCH ........................................................................
EXISTING FLOWLINE..................................................................
WOODS LINE ..............................................................................
TREES .........................................................................................
HOG WIRE FENCE .....................................................................
ELECTRIC FENCE ......................................................................
CHAIN LINK FENCE ....................................................................
BARBED WIRE FENCE ...............................................................
WOOD FENCE ............................................................................
RAILROAD ...................................................................................
CLEARING LIMITS ......................................................................
CONSTRUCTION LIMITS ...........................................................
REQUIRED FENCE .....................................................................
DENIED ACCESS ........................................................................
ACQUIRED ROW ........................................................................
PRESENT ROW ..........................................................................
PROPERTY LINES ......................................................................
RANGE-TOWNSHIP LINES ........................................................
QUARTER-SECTION LINES .......................................................
SECTION LINES...........................................................................
CITY OR TOWN LIMITS ..............................................................
COUNTY BOUNDARY LINE .......................................................
STATE BOUNDARY LINE............................................................
CENTER LINE .............................................................................
CLEANOUT ........................................................................................ C C
FLAG POLE ........................................................................................
TMHTMH
EM
POC
POE
STM STM
MB
CONST LIM
R-17-E
R-18-E
SEC 23SEC 22
55+00
MARSH (EXISTING)........................................................................................
E
LE
GE
ND
NTS
HY D
WM
WV
GV
MB
GGAS METER .....................................................................................
K:\Projects\1
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01_LEGEND.dgn
1
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
QC REVIEWER:
REVISED
DGN:
PROJECT NO:
SHEET NO.
This document and its contents are property of CDG Engineers & Associates, Inc. and may not be distributed, reused, or modified without permission.
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PH: (2
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No. 17318
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OCTOBER 2017
1. JOB SITE SAFETY IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDINGCOMPLIANCE WITH ALL OSHA REQUIREMENTS. NEITHER THE OWNER, NOR THE ENGINEER WILLSUPERVISE OR INSPECT THE JOB WITH REGARD TO SAFETY ISSUES.
2. THE CONTRACTOR IS RESPONSIBLE FOR THE PURCHASE OF A CONTRACTOR’S LICENSE ANDBUSINESS LICENSE FROM THE CITY AND / OR COUNTY AS APPLICABLE, AS WELL AS, ALL OTHERLICENSES AND PERMITS REQUIRED FOR COMPLETION OF THE WORK.
3. EXCEPT FOR EMERGENCY WORK, WORK SHALL NOT BE PERFORMED ON SATURDAY, SUNDAY,OR ANY LEGAL HOLIDAY WITHOUT APPROVAL OF THE OWNER AND ENGINEER. WORK SHALLOCCUR DURING REASONABLE DAY-TIME HOURS. REQUESTS FOR DEVIATIONS FROM THISSCHEDULE SHALL BE MADE TO THE ENGINEER ON A CASE-BY-CASE BASIS A MINIMUM OF 72HOURS PRIOR, EXCEPT FOR EMERGENCIES, IN WHICH CASE NO SUCH APPROVAL IS REQUIRED.
4. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTATION OF PRE-EXISTING CONDITIONSPRESENT WITHIN AND ADJACENT TO THE CONSTRUCTION AREA. DOCUMENTATION OF EXISTINGCONDITIONS SHALL CONSIST OF DATE-STAMPED VIDEO, PHOTOGRAPHS, AND WRITTENRECORDS. COPIES OF ALL DOCUMENTATION SHALL BE DELIVERED TO THE ENGINEER PRIOR TOBEGINNING CONSTRUCTION ACTIVITIES. DOCUMENTATION OF PRE-EXISTING CONDITIONS ISREQUIRED TO AVOID CLAIMS FOR DAMAGE TO PROPERTY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS ACTIVITIES IN THEPROJECT AREA, WHETHER ON PUBLIC OR PRIVATE PROPERTY. DAMAGE SHALL BE REPAIREDTO PRE-CONSTRUCTION CONDITIONS OR BETTER, AND TO THE SATISFACTION OF THEENGINEER AND LAND OWNER(S). REPAIRS SHALL BE MADE AT THE CONTRACTOR’S EXPENSE.
6. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITY IN THE PROJECT AREAWITH THE COUNTY, CITY, AND STATE, AS APPLICABLE.
7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL INACCORDANCE WITH THE REQUIREMENTS OF PART 6 OF THE MUTCD, LATEST EDITION, AND THEATTACHED TRAFFIC CONTROL PLAN.
8. UNLESS APPROVED IN ADVANCE BY THE ENGINEER, THE CONTRACTOR SHALL MAINTAIN ACCESSFOR THE TRAVELING PUBLIC, EMERGENCY, AND SCHOOL VEHICLES AT ALL TIMES ALONG ALLCITY, COUNTY, AND STATE RIGHTS OF WAY. IF A ROAD CLOSURE IS ALLOWED, THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SUCH CLOSURES WITH CITY,COUNTY, AND OR STATE AGENCIES, AND EMERGENCY AGENCIES, IN ACCORDANCE WITH THOSEPARTIES REQUIREMENTS.
9. ALL EQUIPMENT SHALL BE PARKED AND ALL MATERIALS SHALL BE STORED AT A LOCATIONOUTSIDE THE PUBLIC RIGHT OF WAY AT A LOCATION OF THE CONTRACTOR’S CHOOSING. PRIORTO FINAL PAYMENT, THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE FROM THE OWNER OFSUCH PARKING AND STORAGE AREA(S), THAT THE AREA(S) HAVE BEEN RESTORED TO LANDOWNER’S SATISFACTION.
10. EXISTING DRAINAGE SYSTEMS SHALL REMAIN FULLY OPEN THROUGHOUT THE PROJECTDURATION. ANY DISTURBANCE OR DAMAGE TO EXISTING DRAINAGE SYSTEMS AND STRUCTURESSHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE ENGINEER AND THE CITY,COUNTY, AND/OR STATE AT NO ADDITIONAL COST TO THE OWNER.
11. EXCEPT FOR WHERE THE PLANS REQUIRE TEMPORARY CONSTRUCTION FENCING TO BEINSTALLED, EXISTING FENCES SHALL NOT BE REMOVED, RELOCATED, OR OTHERWISEDAMAGED DURING THE CONSTRUCTION ACTIVITIES. REMOVED, RELOCATED, OR DAMAGEDFENCES SHALL BE REPLACED TO THE SATISFACTION OF THE ENGINEER AND LAND OWNER ATNO ADDITIONAL COST TO THE OWNER.
12. RESIDENTS AND BUSINESS SHALL NOT BE LEFT WITHOUT MAIL SERVICE. IF A MAILBOX MUST BEMOVED TO FACILITATE CONSTRUCTION, IT SHALL BE TEMPORARILY AND SATISFACTORILYRELOCATED AS CLOSE AS PRACTICABLE TO ITS ORIGINAL LOCATION, AND IN SUCH A PLACETHAT IT MAY BE SATISFACTORILY ACCESSED BY MAIL CARRIERS.
13. JOB SITE SHALL BE CLEANED ON A DAILY BASIS. THE CONTRACTOR SHALL RESTORE ALL AREAS,WHETHER PUBLIC OR PRIVATE, AS SOON AS PRACTICABLE FOLLOWING COMPLETION OFPARTICULAR CONSTRUCTION ACTIVITIES.
14. THE CONTRACTOR SHALL REPAIR ALL EXCAVATED AREAS, BACKFILLS, EMBANKMENTS,TRENCHES, AND DITCHES WHICH MAY HAVE SETTLED AT NO ADDITIONAL COST TO THE OWNERUNTIL FINAL ACCEPTANCE OF THE PROJECT AND THROUGHOUT THE WARRANTY PERIOD. ALLSUCH AREAS SHALL BE RESTORED TO PRE-CONSTRUCTION CONTOURS.
15. NO ADDITIONAL PAYMENT SHALL BE MADE FOR ROCK EXCAVATION AND REMOVAL. BIDDERS MAYMAKE THEIR OWN INVESTIGATION AS TO THE AMOUNT AND CHARACTER OF ROCK WHICH MAYNEED TO BE REMOVED. ALL COSTS FOR ROCK EXCAVATION SHALL BE CONSIDERED TO HAVEBEEN INCLUDED IN THE VARIOUS PAY ITEMS IN THE PROPOSAL.
16. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL GRASSED AREAS AT ITS EXPENSEUNTIL FINAL ACCEPTANCE AND THROUGHOUT THE WARRANTY PERIOD. MAINTENANCE OFGRASSED AREAS SHALL INCLUDE RE-GRADING, RE-FERTILIZATION, RE-SEEDING, WATERING,MOWING, AND ANY OTHER WORK AS REQUIRED, TO PRODUCE AND KEEP THE GRASS IN ACONDITION ACCEPTABLE TO THE ENGINEER AND LAND OWNER.
1. THE GENERAL LOCATION OF UTILITIES SHOWN REFLECTS THE OWNER’S BEST RECORDS ANDON-SITE INVESTIGATION. NEITHER THE OWNER NOR THE ENGINEER MAKES ANY EXPRESSED ORIMPLIED GUARANTEE OF THE ACCURACY OF UTILITIES SHOWN OR ANY GUARANTEE THAT ALLUTILITIES LOCATED WITHIN THE CONSTRUCTION AREA ARE SHOWN HEREIN.
2. THE CONTRACTOR SHALL CALL ALABAMA ONE CALL AT 811 FOR UTILITY MARKING PRIOR TOCOMMENCING CONSTRUCTION. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TODETERMINE THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES BEFORE COMMENCINGWORK. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR’SEXPENSE.
3. THE CONTRACTOR SHALL COORDINATE ALL WORK ADJACENT TO EXISTING UTILITY POLES ANDGUY WIRES WITH THE LOCAL POWER COMPANY. THE CONTRACTOR SHALL CONTACT THELOCAL POWER COMPANY TO HOLD SAID UTILITY POLES/GUY WIRES DURING BORING OR OPENCUT OPERATIONS. THE COST OF THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THEPROJECT AND NO ADDITIONAL PAYMENT WILL BE MADE.
4. THE CONTRACTOR SHALL COORDINATE ALL TIE-INS, CONNECTIONS, OUTAGES, AND VALVINGOPERATIONS WITH THE UTILITY OWNER. THE CONTRACTOR SHALL GIVE 72 HOURS NOTICE TOTHE UTILITY OWNER OF WHEN SUCH OPERATIONS ARE TO TAKE PLACE.
5. THE CONTRACTOR SHALL COORDINATE WITH AND PROVIDE REASONABLE NOTICE TORESIDENTS AND BUSINESSES OF SERVICE OUTAGES PRIOR TO BEGINNING SUCH OPERATIONS.NO RESIDENT OR BUSINESS SHALL BE LEFT WITH OUT SERVICE OVERNIGHT.
1. ALL WORK SHALL BE CONFINED TO THE LIMITS OF THE PROPERTY AS SHOWN ON THE PLANS.THE CONTRACTOR SHALL NOT DISTURB ANY AREA OUTSIDE THESE LIMITS.
2. CONTRACTOR SHALL REMOVE ALL EXISTING VALVE BOXES WHICH WILL NO LONGER BE IN USEUPON COMPLETION OF THE PROJECT.
3. PUMPS NO.1 AND NO.2 SHALL BE MAIN DUTY PUMPS AND SHALL OPERATE ALTERNATIVELY. PUMPNO.3 SHALL ENGAGE ONLY WHEN THE GENERATOR IS RUNNING.
4. CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER TO ENSURETHAT THE PUMP STATION REMAINS IN OPERATION AT ALL TIMES.
1. DEMOLITION OF CHLORINE ROOM2. COMPLETE ALL STRUCTURAL MODIFICATIONS3. COMPLETE ALL SITE WORK, EXCLUDING FENCE4. INSTALL NEW SUCTION PIPES INTO AND THROUGH STATION WELL5. REMOVE EXISTING PUMP "B" AND ASSOICATED PIPING6. INSTALL NEW SKID AND PIPES FOR PUMP NO.27. INSTALL ELECTRICAL FOR PUMP NO.28. START UP PUMP NO.29. REMOVE EXISTING PUMP "A" AND ASSOCIATED PIPING10. INSTALL NEW SKID AND PIPES FOR PUMP NO.111. COMPLETE ELECTRICAL INSTALLATION12. INSTALL EMERGENCY PUMP13. START UP REMAINING PUMPS14. COMPLETE ELECTRICAL WORK15. GRASSING, CLEANUP AND FENCE
1. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE NO SEDIMENT LEAVESTHE SITE.
2. THE CONTRACTOR SHALL PROPERLY INSTALL ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCING AND RIP-RAP, PRIOR TO, OR AS SOON AS PRACTICABLE FOLLOWING, GROUNDDISTURBANCE IN A PARTICULAR AREA.
3. THE CONTRACTOR SHALL PROPERLY MAINTAIN ALL EROSION CONTROL MEASURES UNTIL FINALACCEPTANCE IN ACCORDANCE WITH THE ATTACHED CBMPP DEVELOPED FOR THIS PROJECT.
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
QC REVIEWER:
REVISED
DGN:
PROJECT NO:
SHEET NO.
This document and its contents are property of CDG Engineers & Associates, Inc. and may not be distributed, reused, or modified without permission.
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PH: (2
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No. 17318
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665.57'
F.F. ELEV.
BUILDING
ANTENNA
ELEV. 670.70'T.B.M. MAG NAIL
CO
UN
TY R
OA
D 222
EX. 8" D.I.
EX. 12" D.I.
GRAVEL
DRIVE
EXISTI
NG
W
W
1"=5'
505
SCALE : 1"= 5'
10
LEAF GATE
12' WIDE DOUBLE
REQUIRED:
GEN
ERATO
R
EXISTI
NG
8' CL 350 D.I.
REQUIRED:
2'
OF PROPERTY CORNER
APPROXIMATE LOCATION
OF PROPERTY LINES
APPROXIMATE LOCATION
OF PROPERTY CORNER
APPROXIMATE LOCATION
80' R.O.W.
80' R.O.W.
EXISTI
NG W
ATER M
AIN
LINES AS SHOWN
ALONG THE PROPERTY
8' HIGH CHAIN LINK FENCE
REQUIRED:
GG
10.00'
13.00'
9.00'
5.00'
7.00'
CRANE RAIL BEAM
REQUIRED:
NEW D
OO
RS
CENTER
OF
14'
1 - WET CONNECTION
1 - 12" GATE VALVE
2 - 8" GATE VALVES
2 - 12" x 8" TEES
REQUIRED:
26'
7'
7'
6'
8'
6'
CC
EC
BY
PA
D
TR
ANSF
OR
ME
R
W
W
W
SIT
E P
LA
N
10'
5.00'
5.00'
SUCTION AND DISCHARGE LINES AT C.R. 222
CONNECTION POINT OF EXISTING PUMP STATION
CONTRACTOR SHALL EXCAVATE TO VERIFY
REQUIRED:
CONTRACT)
DEPARTMENT (NOT IN
CULLMAN COUNTY ROAD
ASPHALT DRIVEWAY, BY
AND VALVE BOXES
REMOVE EXIST. VALVES
REQUIRED:1 ~ CAP EXIST. WATER MAIN
REQUIRED:
AND METER BOX
1 ~ 3/4" BALL VALVE
REQUIRED:
EXISTI
NG W
ATER M
AIN (T
O R
EMAI
N)
3
03_SITE PLAN.dgn
K:\Projects\1
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TO CHLORINE RESIDUAL METER
55 L.F. - 3/4" PEX TUBING
SADDLE AND RUN APPROX.
TAP EXIST. MAIN WITH 3/4"
REQUIRED:
2'
665.57'
F.F. ELEV.
BUILDING
661
660
662
663
666
667
668
669
670
671
672
667
666
665
664
663
661
660
659
658
ANTENNA
ELEV. 670.70'T.B.M. MAG NAIL
CO
UN
TY R
OA
D 222
EX. 8" D.I.
EX. 12" D.I.
GRAVEL
DRIVE
EXISTI
NG
W
W
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
QC REVIEWER:
REVISED
DGN:
PROJECT NO:
SHEET NO.
This document and its contents are property of CDG Engineers & Associates, Inc. and may not be distributed, reused, or modified without permission.
FX: (2
56) 891-3
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PH: (2
56) 891-3
458
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No. 17318
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OCTOBER 2017
505
SCALE : 1"= 5'
10
GEN
ERATO
R
EXISTI
NG
OF PROPERTY CORNER
APPROXIMATE LOCATION
OF PROPERTY LINES
APPROXIMATE LOCATION
OF PROPERTY CORNER
APPROXIMATE LOCATION
80' R.O.W.
80' R.O.W.
LINES AS SHOWN
ALONG THE PROPERTY
8' HIGH CHAIN LINK FENCE
REQUIRED:
GG
W
W
W
1"=5'
505
SCALE : 1"= 5'
10
663
664
665
665
666
667
668
667
665
664
663
x 665.35
ELE
V. 6
66.00
CC
EC
BY
PA
D
TR
ANSF
OR
ME
R
GR
ADIN
G P
LA
N
665.35 x
x 665.20
666
665.21
INV. EL.
665.01
INV. EL.
TOP EL. 665.48
6" WIDE TRENCH DRAIN,
REQUIRED:
INV. EL. 663.25
7' ~ 6" SCH. 40 PVC,
REQUIRED:
COVER DRIVEWAY W/ 6" OF NO.78 STONE.
STANDARD PROCTOR DENSITY.
COMPACT SUBGRADE TO 100%
FILL AND GRADE SITE AS SHOWN.
REQUIRED:
4
04_GRADING PLAN.dgn
K:\Projects\1
2\1
3\9
6031 C
ullm
an C
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Water
Dept. 2
010 B
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mble P
um
p Station\0
4_
GR
ADIN
G P
LA
N.d
gn
File P
ath:
665.57'
F.F. ELEV.
BUILDING
661
660
662
663
666
667
668
669
670
671
672
667
666
665
664
663
661
660
659
658
ANTENNA
ELEV. 670.70'T.B.M. MAG NAIL
CO
UN
TY R
OA
D 222
EX. 8" D.I.
EX. 12" D.I.
GRAVEL
DRIVE
EXISTI
NG
W
W
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
QC REVIEWER:
REVISED
DGN:
PROJECT NO:
SHEET NO.
This document and its contents are property of CDG Engineers & Associates, Inc. and may not be distributed, reused, or modified without permission.
FX: (2
56) 891-3
459
PH: (2
56) 891-3
458
P.O.
BO
X 2
079 (35950)
AL
BE
RT
VIL
LE,
AL 3
5951
417 M
AR
TLIN
G R
OA
D
AL
BE
RT
VIL
LE,
AL
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AL
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BU
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AL
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AL
HU
NTS
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LE,
AL
HO
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AL
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AL
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CPB
JGC
121396031
CU
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N,
CO
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AL
AB
AM
A
CU
LL
MA
N C
OU
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AR
TM
EN
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TRIM
BLE P
UM
P S
TA
TIO
N U
PG
RA
DE
A
MABAL
A DESNECIL
REENIGN
E
PROFESSIONAL
No. 17318
D
OO
WTIHC .G SE
M
AJ
OCTOBER 2017
665.57'
F.F. ELEV.
BUILDING
661
660
662
663
666
667
668
669
670
671
672
667
666
665
664
663
661
660
659
658
ANTENNA
ELEV. 670.70'T.B.M. MAG NAIL
CO
UN
TY R
OA
D 222
EX. 8" D.I.
EX. 12" D.I.
GRAVEL
DRIVE
EXISTI
NG
W
W
505
SCALE : 1"= 5'
10
GEN
ERATO
R
EXISTI
NG
OF PROPERTY CORNER
APPROXIMATE LOCATION
OF PROPERTY LINES
APPROXIMATE LOCATION
OF PROPERTY CORNER
APPROXIMATE LOCATION
80' R.O.W.
80' R.O.W.
LINES AS SHOWN
ALONG THE PROPERTY
8' HIGH CHAIN LINK FENCE
REQUIRED:
GG
W
W
W
505
SCALE : 1"= 5'
10
663
664
665
665
666
667
668
667
665
664
663
666
1"=5'
SILT FENCE
REQUIRED:
ER
OSIO
N C
ON
TR
OL P
LA
N
K:\Projects\1
2\1
3\9
6031 C
ullm
an C
o.
Water
Dept. 2
010 B
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win
gs\Tri
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um
p Station\0
5_E
RO
SIO
N C
ON
TR
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N.d
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File P
ath:
5
05_EROSION CONTROL PLAN.dgn
1"=1'
101
SCALE : 1"= 1'
2
ELECTRICAL
VENT24" X 24"
CEILING HEIGHT - 10'
CHLORINE ROOM
HEATER AND GAS PIPEREMOVE EXISTING GAS
REQUIRED:
CONDUIT. SEE ELECTRIC PLANSREMOVE ELECTRICAL BOX AND SEAL
REQUIRED:
3ft 0in
6in
6ft 0in
20"
EXISTING VENT FAN TO BE REMOVEDREQUIRED:
30" 28"
6" 90° ELL
BUTTERFLY4"
VALVE4" PUMP CONTROL
3" X 3" TEE
3'-0" DOOR
REDUCER6" X 4"
TEE6" X 6"
6" 90° ELL
REDUCER6" X 4"
VALVE4" CHECK
BUTTERFLY4"
VALVE4" PUMP CONTROL
3" X 3" TEE
4"
4" 90° ELL4"
6" 90° ELL
4" BUTTERFLY
4" CHECK VALVE
6" GATE VALVE
6" GATE VALVE
3ft 9in
5ft 0in
4ft 0in
5ft 0in5ft 6in
OPENING WITH BLOCK AND BRICKREMOVE EXISTING VENT AND SEAL
REQUIRED:
INSTALL BLIND FLANGEREMOVE METER AND
REQUIRED:
(SEE SHEET S2.0)
REMOVE EXISTING DOORS.
REQUIRED:
(SEE SHEET S2.0)
REMOVE EXISTING BLOCK WALL
REQUIRED:
DISCONNECT AND REMOVE EXISTING CHLORINE PIPEREQUIRED:
(TO REMAIN)OF WINDOW 46" OFF FLOOREXISTING 36"x36" WINDOW. BOTTOM
FLOOR LEVEL
AND CAP OFF WATER SUPLLY LINES AT
REMOVE EXISTING CHART RECORDERS
REQUIRED:
( SEE SHEET S2.0)
A
PUMP
B
PUMP
RELOCATED BY OWNERTELEMETRY BOX TO BE
EXISTING WALL MOUNTED
SEE NOTES ON SHT. 2REMOVE ALL EXISTING PIPE FITTINGS AND PUMPS.REQUIRED:
6
METERRIGHT ANGLE
EXIS
TIN
G PIPIN
G L
AY
OU
T A
ND D
EM
OLITIO
N P
LA
N
K:\Projects\1
2\1
3\9
6031 C
ullm
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o.
Water
Dept. 2
010 B
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win
gs\Tri
mble P
um
p Station\0
6_E
X PIPIN
G L
AY
OU
T.d
gn
File P
ath:
06_EX PIPING LAYOUT.dgn
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
QC REVIEWER:
REVISED
DGN:
PROJECT NO:
SHEET NO.
This document and its contents are property of CDG Engineers & Associates, Inc. and may not be distributed, reused, or modified without permission.
FX: (2
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459
PH: (2
56) 891-3
458
P.O.
BO
X 2
079 (35950)
AL
BE
RT
VIL
LE,
AL 3
5951
417 M
AR
TLIN
G R
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AL
BE
RT
VIL
LE,
AL
DO
TH
AN,
AL
AU
BU
RN,
AL
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AL
HU
NTS
VIL
LE,
AL
HO
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AL
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DS
DE
N,
AL
JGC
CPB
JGC
121396031
CU
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MA
N,
CO
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TY,
AL
AB
AM
A
CU
LL
MA
N C
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TRIM
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P S
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PG
RA
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A
MABAL
A DESNECIL
REENIGN
E
PROFESSIONAL
No. 17318
D
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WTIHC .G SE
M
AJ
OCTOBER 2017
101 2
36" WINDOW
CEILING HEIGHT - 10'-3"
A A
8" D.I.8" D.I.
200 H.P. MOTOR
200 H.P. MOTOR
C
*
*
*
*
*
*
* NE
W E
LE
CT
RIC
AL P
AN
ELS - S
EE E
LE
CT
RIC
AL D
RA
WIN
GS
*
PUMP SKID
2'-2"(TYP)
B
B
C
6" 45° BEND
6" FLAP VALVE
12"
90° BEND6"x3" FL.
45° BEND6"x6" FL.
SPOOL PIECE6" FL.xP.E.
COUPLING6" DRESSER
SPOOL PIECE6" FL.xP.E.
VALVE6" FL. CHECK
FLY VALVE6" FL. BUTTER-
90° BEND8"x6" FL.
COUPLING8" DRESSER
FL. TEE8"x6"
*90° BEND6"x3" FL.
45° BEND6"x6" FL.
DETAILSUPPORT, SEE
CONCRETE PIPE
FLY VALVE6" FL. BUTTER-
COUPLING6" DRESSER
2" 90° BEND
2" 90° BEND
REDUCER6"x3" FL.
SPOOL PIECE8" FL.xP.E.
SPOOL PIECE8" FL.xP.E.
90° BEND6"x3" FL.
45° BEND6"x6" FL.
FLY VALVE6" FL. BUTTER-
VALVE6" FL. CHECK
COUPLING6" DRESSER
SPOOL PIECE6" FL.xP.E.
SPOOL PIECE6" FL.xP.E.
VALVECHECK6" FL.
90° BEND8"x8" M.J.
90° BEND8"x8" M.J.
90° BEND6"x6" FL.
SLEEVE6" D.I. WALL
M.J. TEE8"x8"
12'-8"
FLY VALVE8" FL. BUTTER-
METER8" FL. FLOW
PIPING (7'-0" OFF FIN. FL.)6" D.I. PRESSURE RELIEF
6'-8" (TYP.)
PUMP SKID
NO.1PUMP
800 GPM
NO.2PUMP
800 GPM
75 H.PO. PUMP(500 GPM)
NO.3
ON 4" BRANCH.BLIND FLANGE REQUIREDCONNECT TO EXIST. 8" TEE.
8'-0"
3" 3"
6'-0"
FOR DETAILS)STRUCTURAL PLANSDOUBLE DOORS, SEEREQUIRED:
8" 90° BEND
HOIST BEAMREQUIRED:
2'-1"
2'-11"
NEW VFD
PA
NE
L M
PA
NE
W
XRL ATSPANEL MP
DRAIN THROUGH WALL
HVAC UNIT
FOR CONTINUATION(SHT. 3)
SEE SITE PLAN
PR
OP
OS
ED PIPIN
G L
AY
OU
T
7
07_PROP PIPING LAYOUT.dgn
1"=1'-0"
SCALE : 1"= 1'-0"
K:\Projects\1
2\1
3\9
6031 C
ullm
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Water
Dept. 2
010 B
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win
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mble P
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p Station\0
7_P
RO
P PIPIN
G L
AY
OU
T.d
gn
File P
ath:
SEE SITE PLAN3/4" PEX TUBING,REQUIRED:
LOCATION OF PIPE STAND (TYP.)
NEW ELECTRICAL PANELS. REFER TO ELECTRICAL DRAWINGS FOR LOCATION OF2.
AND DOOR DETAILS.REFER TO STRUCTURAL DRAWINGS FOR NEW WALL1.
NOTES:
8'-0"
CHLORINE ANALYZERHACH C117
*
2" STEEL
*
2" STEEL
6" D.I.
*
9"3'-0"8"
REDUCER6"x3" FL.
SPOOL PIECE6" FL.xFL.
SLEEVE6" D.I. WALL
FLY VALVE6" FL. BUTTER-
3'-0"
6" D.I.
*SLEEVE6" D.I. WALL
SPOOL PIECE6" FL.xFL.
REDUCER6"x3" FL.
FLY VALVE6" FL. BUTTER-
9"3'-0"8"
2'-10 1/2"
90° BEND8"x6" FL.
6" D.I.
90° BEND8"x6" FL.
6" D.I.
6" D.I.
A 250 PSI WORKING PRESSURE.VALVES SHALL BE CAPABLE OF OPERATING WITHALL DISCHARGE PIPING, FLANGES, FITTINGS AND
NOTE:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
QC REVIEWER:
REVISED
DGN:
PROJECT NO:
SHEET NO.
This document and its contents are property of CDG Engineers & Associates, Inc. and may not be distributed, reused, or modified without permission.
FX: (2
56) 891-3
459
PH: (2
56) 891-3
458
P.O.
BO
X 2
079 (35950)
AL
BE
RT
VIL
LE,
AL 3
5951
417 M
AR
TLIN
G R
OA
D
AL
BE
RT
VIL
LE,
AL
DO
TH
AN,
AL
AU
BU
RN,
AL
AN
DA
LU
SIA,
AL
HU
NTS
VIL
LE,
AL
HO
OV
ER,
AL
GA
DS
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N,
AL
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CPB
JGC
121396031
CU
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AL
AB
AM
A
CU
LL
MA
N C
OU
NT
Y W
AT
ER D
EP
AR
TM
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TRIM
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P S
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PG
RA
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MABAL
A DESNECIL
REENIGN
E
PROFESSIONAL
No. 17318
D
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WTIHC .G SE
M
AJ
OCTOBER 2017
101 2
PIPIN
G S
EC
TIO
N A
46"
WINDOW 36"
SECTION A - A
8" D.I.
200 H.P. MOTORPUMP800 GPM
1'-4"
PUMP SKID
CONCRETE PIER
90° BEND6"x3" FL.
45° BEND6"x6" FL.
SPOOL PIECE6" FL.xP.E.
VALVE6" FL. CHECK
FLY VALVE6" FL. BUTTER-
SPOOL PIECE6" FL. x P.E.
COUPLING6" DRESSER
6" 45° BEND
8.00ft
PRESSURE RELIEF VALVE6" RIGHT ANGLE
& GROUT AROUND PIPE TO SEAL HOLECUT HOLE IN WALL FOR NEW PIPE
REQUIRED:
3'-8 1/2"
7'-6"
HOIST BEAM
ELECTRICALNEW
ELECTRICALNEW
K:\Projects\1
2\1
3\9
6031 C
ullm
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Water
Dept. 2
010 B
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win
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mble P
um
p Station\0
8_S
EC
TIO
N.d
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File P
ath:
8
08_SECTION.dgn
1"=1'-0"
SCALE : 1"= 1'-0"
(TYP.)PIPE STAND
10'-3"
7'-0"
6" D.I.REDUCER8"x6" FL.
6" D.I.
REDUCER6"x3" FL.
SPOOL PIECE6" FL.xFL.
90° BEND8"x6" FL.
FLY VALVE6" FL. BUTTER-
6" D.I.
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
QC REVIEWER:
REVISED
DGN:
PROJECT NO:
SHEET NO.
This document and its contents are property of CDG Engineers & Associates, Inc. and may not be distributed, reused, or modified without permission.
FX: (2
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PH: (2
56) 891-3
458
P.O.
BO
X 2
079 (35950)
AL
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RT
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LE,
AL 3
5951
417 M
AR
TLIN
G R
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D
AL
BE
RT
VIL
LE,
AL
DO
TH
AN,
AL
AU
BU
RN,
AL
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LU
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AL
HU
NTS
VIL
LE,
AL
HO
OV
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AL
GA
DS
DE
N,
AL
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CPB
JGC
121396031
CU
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MA
N,
CO
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AL
AB
AM
A
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LL
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P S
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MABAL
A DESNECIL
REENIGN
E
PROFESSIONAL
No. 17318
D
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WTIHC .G SE
M
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OCTOBER 2017
101 2
PIPIN
G S
EC
TIO
N B
12"
WINDOW
4" BLIND FLANGE
SECTION B - B
PRESSURE RELIEF VALVE
8" D.I.
8" D.I.
MOTOR200 H.P.
MOTOR200 H.P.
NO. 3(500 GPM)
75 H.P. PUMP
METER8" FL. FLOW8"x6" FL. TEE8"x6" FL. TEE
90° BEND8"x6" FL.
COUPLING8" DRESSER
FLY VALVE8" FL. BUTTER-
8"x6" FL. TEE
45° BEND6"x6" FL.
6" FLAP VALVE
12"
6" D.I.
ANCHORED TO CEILING JOISTS6" D.I. PRESSURE RELIEF PIPE
6'-0"
HOIST BEAM
7'-6"7'-0"
3'-8 1/2"
ELECTRIC NEW
K:\Projects\1
2\1
3\9
6031 C
ullm
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Water
Dept. 2
010 B
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win
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um
p Station\0
9_S
EC
TIO
N.d
gn
File P
ath:
SCALE : 1"= 1'-0"
1"=1'-0"
9
09_SECTION.dgn
6" D.I.
10'-3"
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
QC REVIEWER:
REVISED
DGN:
PROJECT NO:
SHEET NO.
This document and its contents are property of CDG Engineers & Associates, Inc. and may not be distributed, reused, or modified without permission.
FX: (2
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PH: (2
56) 891-3
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P.O.
BO
X 2
079 (35950)
AL
BE
RT
VIL
LE,
AL 3
5951
417 M
AR
TLIN
G R
OA
D
AL
BE
RT
VIL
LE,
AL
DO
TH
AN,
AL
AU
BU
RN,
AL
AN
DA
LU
SIA,
AL
HU
NTS
VIL
LE,
AL
HO
OV
ER,
AL
GA
DS
DE
N,
AL
JGC
CPB
JGC
121396031
CU
LL
MA
N,
CO
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AL
AB
AM
A
CU
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N C
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AR
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P S
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PG
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MABAL
A DESNECIL
REENIGN
E
PROFESSIONAL
No. 17318
D
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WTIHC .G SE
M
AJ
OCTOBER 2017
101 2
PIPIN
G S
EC
TIO
N C
WINDOW 36"
SECTION C - C
PUMP SKID
2'-3"
8" D.I.
90° BEND6"x6" FL.
SPOOL PIECE6" FL.
WALL SLEEVE6" FL.
REDUCER6"x3" FL.
FITTING3" FL. SUCTION
2 1/2" FL. x 2 1/2" FNTP
CHARGE FITTING2 1/2" FL. DIS-
90° BENDREDUCING
6"x3" FL.
3 1/2" FL. x 2 1/2" FNTP
2 1/2" NTP PIPE
NO. 3(500 GPM)75 H.P. PUMP
6" 45° BEND
VALVE6" FL. CHECK
FLY VALVE6" FL. BUTTER-
45° BEND6"x6" FL.
7'-6"
2'-3"
6" FL. COUPLING
SPOOL PIECE6" FL. x P.E.
PRESSURE RELIEF VALVE6" D.I. RIGHT ANGLE
ANCHORED TO CEILING JOIST6" D.I. PRESSURE RELIEF PIPE
VALVEBUTTERFLY6" FL.
STANDPIPE
HOIST BEAM
3'-8 1/2"
ELECTRICALNEW
ELECTRICALNEW
K:\Projects\1
2\1
3\9
6031 C
ullm
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Water
Dept. 2
010 B
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win
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um
p Station\1
0_S
EC
TIO
N.d
gn
File P
ath:
10
10_SECTION.dgn
1"=1'-0"
SCALE : 1"= 1'-0"
6" D.I.
10'-3"
(TYP.)PIPE STAND
8'-0"
7'-0"
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
QC REVIEWER:
REVISED
DGN:
PROJECT NO:
SHEET NO.
This document and its contents are property of CDG Engineers & Associates, Inc. and may not be distributed, reused, or modified without permission.
FX: (2
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PH: (2
56) 891-3
458
P.O.
BO
X 2
079 (35950)
AL
BE
RT
VIL
LE,
AL 3
5951
417 M
AR
TLIN
G R
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D
AL
BE
RT
VIL
LE,
AL
DO
TH
AN,
AL
AU
BU
RN,
AL
AN
DA
LU
SIA,
AL
HU
NTS
VIL
LE,
AL
HO
OV
ER,
AL
GA
DS
DE
N,
AL
JGC
CPB
JGC
121396031
CU
LL
MA
N,
CO
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TY,
AL
AB
AM
A
CU
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N C
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P S
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A DESNECIL
REENIGN
E
PROFESSIONAL
No. 17318
D
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WTIHC .G SE
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OCTOBER 2017
10'-0" MAXIMUM
POST SHALL A MINIMUM OF
CONCRETE FOOTING AT LINE
CHAIN LINK FENCE
9 GAUGE ~ 2 X 2 GALV.
WIRE TIES @ 24" C.C.
STEEL
3'-0"
9" DIA.
1 5/8" O.D. TOP RAIL
FINISHED GRADE
A MINIMUM OF 9" DIA.
3 STRANDS ~ 12 GAUGE-
2500 psi CONCRETE
CONTINUOUS 9 GAUGE
AT ALL CORNERS, EACH WAY AND
1 5/8" O.D. HORIZONTAL BRACE
STAY WIRE
10'-0" MAXIMUM
4 BARB WIRE
2 7/8 O.D.
3'-6"
CORNER POST
8'-0"
3'-0"
AND TERMINAL POSTS SHALL BE
CONCRETE FOOTING AT CORNER
AT ALL TERMINAL AND GATE POSTS.
TENSION BAR
WIRE TIES @ 14" C.C.
2.375" O.D. LINE POST
TO SHED WATER
CROWN FOOTING
8"'
8"'
RETAINER GLANDS
WITH ADJUSTABLE VALVE BOX
RESILIENT SEAT GATE VALVE
DE
TE
RMIN
ED B
Y G
RA
DE
36"
MIN.
MAINTAIN TRENCH
2'-0" + PIPE O.D. (MIN.)
PIPE.
WIDTH TO 1'-0"
ABOVE TOP OF
INITIAL BACKFILL
(LIGHTLY COMPACTED)
REMOVE ALL STONES
AND OTHER MATERIAL
OVER 4" IN ANY
DIMENSION.
CLASS I EMBEDMENT
MATERIAL (#57 STONE)
1'-0" MIN.
3'-0" MIN.'
#10 COPPER
LOCATING WIRE
1'-0"'
12"'12"'
3' - 0"'
12' - 0"'
1' - 0"'
8' - 0"'
4' - 0"'
4 BARBED WIRE
12 GAUGE
3 STRANDS
GATE POST
3" O.D.
BRACING
1 -5/8" O.D.
CONCRETE
2500 PSI
STEEL FENCE FABRIC
9 GAUGE 2 X 2 GALV.
TAPE (CONTINUOUS)
PLASTIC RIBBON
SEED AND MULCH
6" TOPSOIL WITH
12' - 0"'
ST
AN
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RD D
ET
AIL
S
NTS
NUMBERCHANNEL
601
602
603
604
605
38
43
43
44
45
4-1/16"
4-3/8"
4-11/16"
5"
5-5/16"
4-3/8"
4-11/16"
5"
5-5/16"
5-5/8"
LBS.WEIGHT
DIM. AINLET
DIM. BOUTLET
TRENCH DRAIN CHANNELNOT TO SCALE
0 11/64 "
R
#4 REBAR
6" MIN.
NOT TO SCALE
TRENCH DRAIN CHAIR INSTALLATION
DIMPLES OF CHANNELCHAIR IN BOTTOM
CHAIR (SECUREINSTALLATION
VA
RIE
S
ANY DIMENSION)
(NO ROCKS OVER 6" IN
EXCAVATED MATERIAL
FINAL BACKFILL WITH
NOT TO SCALE
TYPICAL TRENCH DETAIL
NOT TO SCALE
GATE VALVE & BOX
NOT TO SCALE
8' CHAIN-LINK FENCE DETAILNOT TO SCALE
8' TALL DOUBLE SWING GATE DETAIL
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18"
INITIA
L C
ON
CR
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E P
OU
R
EXCAVATION WIDTH (TYP.)
BUIL
DIN
G
CONCRETE3,000 PSI
DUTY FRAMEGRATE W/ HEAVY
SLOTTED CAST IRON
6" MIN.
5 /14"
6 1/4"
3/4"
SECTIONPRESLOPED CHANNELPOLYMER CONCRETE
OUTLET ON SOUTH END.
ON NORTH END AND 6" PVC
PROVIDE SOLID END CAP
NOTE:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
QC REVIEWER:
REVISED
DGN:
PROJECT NO:
SHEET NO.
This document and its contents are property of CDG Engineers & Associates, Inc. and may not be distributed, reused, or modified without permission.
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OCTOBER 2017
A
° BENDS2122 ° BENDS4
111
PIPE DIA. A K L A K L MIN. COVER
4" 2" 1'-1" 4" 2" 1'-0" 3" 2'-6"
6" 4" 1'-0" 6" 2" 1'-0" 4" 2'-6"
8" 6" 1'-0" 8" 4" 1'-0" 5" 3'-0"
10" 8" 1'-1" 10" 5" 1'-0" 6" 3'-0"
12" "2110 1'-7" 1'-0" 6" 1'-0" 7" 4'-0"
14" "2111 2'-1" 1'-2" 8" 1'-0" 8" 4'-0"
16" 1'-1" 2'-5" 1'-8" 10" 1'-0" 9" 4'-0"
18" 1'-0" 2'-1" 1'-10" 1'-0" 1'-0" 10" 4'-0"
20" 1'-2" 2'-1" 2'-1" 1'-1" 1'-0" 1'-0" 5'-0"
24" 1'-5" 2'-10" 2'-6" 1'-3" 1'-0" 1'-3" 5'-0"
PIPE DIA. A B C D K MIN. COVER
4" "213 1'-0" 6" "2
14 1'-1" 3'-0"
6" "216 9" 9" "2
14 1'-2" 3'-0"
8" 10" 3" 1'-0" "214 1'-2" 3'-0"
10" "211'-1 -- 1'-3" "2
14 1'-4" 3'-0"
12" "211'-4 -- 1'-6" 6" 1'-8" 4'-0"
14" "211'-4 -- 1'-9" 6" 1'-8" 4'-0"
16" 1'-7" -- 2'-0" 6" 1'-10" 4'-0"
18" "211'-9 -- 2'-3" 6" 2'-4" 4'-0"
20" 1'-11" -- 2'-6" 6" 2'-4" 5'-0"
24" 2'-3" -- 3'-0" 7" 2'-10" 5'-0"
PIPE DIA. A B C D K MIN. COVER
4" 6" 1'-8" 6" "214 1'-10" 3'-0"
6" 1'-0" 1'-7" 9" "214 1'-9" 3'-0"
8" 1'-3" 1'-6" 1'-0" "214 1'-9" 3'-0"
10" 2'-1" 1'-1" 1'-3" "214 1'-11" 3'-0"
12" 2'-6" 1'-0" 1'-6" 6" 1'-11" 4'-0"
14" 2'-6" 1'-2" 1'-9" 6" 2'-0" 4'-0"
16" 2'-11" 1'-0" 2'-0" 6" 2'-1" 4'-0"
18" 3'-4" 10" 2'-3" 6" 2'-2" 4'-0"
20" 3'-6" 11" 2'-6" 6" 2'-3" 5'-0"
24" 4'-3" 8" 3'-0" 7" 2'-5" 5'-0"
COVER
ID41
K
L
L D
A A
B
COVER
ID41
K
C
C
D
B
A A
COVER
ID41
K
C
C
UNDISTURBED SOIL
NOTE: CONCRETE MUST BE POURED AGAINST
UNDISTURBED SOIL
NOTE: CONCRETE MUST BE POURED AGAINST
UNDISTURBED SOIL
NOTE: CONCRETE MUST BE POURED AGAINST
PLAN
PLAN
PLAN
SECTION "A"
SECTION "B"
SECTION "C"
A
A
B
C
B
C
21
41TYPICAL 11
PIPE DIA. A B C D K MIN. COVER
4" 6" 1'-8" 6" "214 1'-10" 3'-0"
6" 1'-0" 1'-7" 9" "214 1'-9" 3'-0"
8" 1'-3" 1'-6" 1'-0" "214 1'-9" 3'-0"
10" 2'-1" 1'-1" 1'-3" "214 1'-11" 3'-0"
12" 2'-6" 1'-0" 1'-6" 6" 1'-11" 4'-0"
14" 2'-6" 1'-2" 1'-9" 6" 2'-0" 4'-0"
16" 2'-11" 1'-0" 2'-0" 6" 2'-1" 4'-0"
18" 3'-4" 10" 2'-3" 6" 2'-2" 4'-0"
20" 3'-6" 11" 2'-6" 6" 2'-3" 5'-0"
24" 4'-3" 8" 3'-0" 7" 2'-5" 5'-0"
TYPICAL TEE THRUST BLOCK
COVER
PLAN
SECTION "D"
D
D
K
C
C
B
A A
ID41
ANY CONCRETE UNDER PIPE.
POURED AGAINST UNDISTURBED SOIL. DO NOT PLACE
BETWEEN PIPE AND CONCRETE. CONCRETE MUST BE
NOTE: WRAP PIPE W/ POLYETHYLENE TO PREVENT CONTACT
UNDER PIPE
ANY CONCRETE
DO NOT PLACE
UNDER PIPE
ANY CONCRETE
DO NOT PLACE
UNDER PIPE
ANY CONCRETE
DO NOT PLACE
A
NTS
12
11-13_DETAILS.dgn
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SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
QC REVIEWER:
REVISED
DGN:
PROJECT NO:
SHEET NO.
This document and its contents are property of CDG Engineers & Associates, Inc. and may not be distributed, reused, or modified without permission.
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OCTOBER 2017
PIPE DIA. A B C
4" - 8" 6'-0" MIN. 3'-0" MIN. 1'-6"
10" & 12" 8'-0" MIN. 4'-0" MIN. 1'-8"
16" - 24" 10'-0" MIN. 5'-0" MIN. 2'-0"
ID + 8
ID/2 + 18"
ID/2 + 6"
ID/2 + 10"
1D/2 + 10"
6"6"
1'-6"
8"
1'-0"
1'-0"
1'-3"ID/2 + 6"
B
A
C
3" CLEAR
1' - 0" MIN.
BELL O.D. PLUS 2' - 0" MIN.
E
E
F
F
SECTION "E"ELEVATION
ELEVATION
ELEVATION
SECTION "F"
SECTION
DETAIL - PIPE TERMINATION THRUST BLOCK
AGAINST UNDISTURBED SOIL.
NOTE: CONCRETE TO BE POURED
IS TO BE TERMINATED
* APPLIES ONLY WHERE PIPE
DETAILS - TYPICAL THRUST BLOCK FOR UPWARD VERTICAL BENDS
DETAILS - TYPICAL THRUST BLOCK FOR DOWNWARD VERTICAL BENDS
1'-0"
1'-0"
ANY CONCRETE UNDER PIPE.
POURED AGAINST UNDISTURBED SOIL. DO NOT PLACE
BETWEEN PIPE AND CONCRETE. CONCRETE MUST BE
NOTE: WRAP PIPE W/ POLYETHYLENE TO PREVENT CONTACT
CORTEN STRAP
" X 2"83
UNDISTURBED SOIL
EW ( 12" PIPE & LARGER )
#5 BARS @ 8" OC,
BOLT W/ HEX NUT
" ANCHOR43
OF CONCRETE THRUST BLOCK
HAND EXCAVATE IN AREA
UNDISTURBED SOIL
" X 2" CORTEN STRAP83
" ANCHOR BOLT W/ HEX NUT43
ALL REINF. #5 BARS @ 8" OC
#5 BARS @ 8"OC, EW, EF
#5 BARS @ 8"OC, EW, EF
DOUBLE RETAINER GLANDS
M.J. PLUG*
REMOVAL OF THRUST BLOCK.
W/ END HOOK FOR FUTURE
" EYE BOLT43INSTALL
#4 BARS @ 6"OC, EW
M.J. PLUG
6'-0"
NTS
DETAIL - TYPICAL LONGITUDINAL ANCHOR
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DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
QC REVIEWER:
REVISED
DGN:
PROJECT NO:
SHEET NO.
This document and its contents are property of CDG Engineers & Associates, Inc. and may not be distributed, reused, or modified without permission.
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FILE
:16195 S
tructural.dw
g T
AB
:S
1.0
P
D:4/4/2017 10:19 A
M P
B:C
laude M
oore
810 Regal Drive SW
Suite C
Huntsville, AL 35801
Phone: 256.864.2542
Structural Engineers, Inc.
Project No. 16195
EXISTING CONSTRUCTION:
1. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND MAINTAINING THE STRUCTURAL
INTEGRITY OF THE EXISTING BUILDING AT THE INTERFACE CONNECTIONS DURING ALL
STAGES OF CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF ALL TEMPORARY SHORING
REQUIRED TO SUPPORT THE EXISTING BUILDING UNTIL PERMANENT STRUCTURAL SUPPORT
AS SHOWN HAS BEEN INSTALLED.
3. CONNECTIONS, ADDITIONS AND ALTERATIONS AS SHOWN TO EXISTING BUILDING ARE
BASED ON A VISUAL OBSERVATION OF THE PROJECT SITE AND ON INFORMATION PROVIDED
BY THE CLIENT.
4. THE CONTRACTOR SHALL FIELD-VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS
SHOWN PRIOR TO FABRICATION/CONSTRUCTION. THIS INFORMATION SHALL BE
INCORPORATED INTO THE SHOP DRAWINGS PRIOR SUBMITTING TO ARCHITECT/ENGINEER
FOR REVIEW.
5. IF EXISTING CONDITIONS DIFFER FROM THE CONDITIONS SHOWN IN THE DRAWINGS OR
ASSUMED FOR DESIGN, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED OF ALL
DISCREPANCIES, ALLOWED TO EXAMINE THE AS-BUILT CONDITION, AND MODIFY THE
DESIGN AS REQUIRED.
6. IF CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION WHICH REQUIRE THE
REMOVAL OF EXISTING LOAD-BEARING CONSTRUCTION NOT SHOWN ON THE STRUCTURAL
DRAWINGS, THE ARCHITECT AND THE STRUCTURAL ENGINEER SHALL BE NOTIFIED PRIOR
TO REMOVAL.
7. EXCEPT WHERE NEW PERMANENT LOADS OR COMPONENTS HAVE BEEN ADDED AS SHOWN
IN THE STRUCTURAL DRAWINGS, THE EXISTING STRUCTURE HAS NOT BEEN ANALYZED BY
ECHOLS, LINDSEY & MOORE STRUCTURAL ENGINEERS, INC.
CONCRETE MASONRY:
1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI 530.1 SPECIFICATION.
2. MASONRY COMPRESSIVE STRENGTH (f'm) SHALL BE 1500 PSI BASED ON THE UNIT
STRENGTH METHOD OR VERIFIED BY PRISM TESTS IN ACCORDANCE WITH ASTM C 1314.
3. MORTAR SHALL BE TYPE S OR M.
4. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.
5. BLOCK FILL SHALL BE GROUT WITH AN 8" TO 11" SLUMP, PROPORTIONED PER ASTM C 476
OR ATTAINING 3000 PSI AT 28 DAYS PER ASTM C 1019. DO NOT USE MORTAR AS BLOCK FILL.
6. ALL GROUT SHALL BE CONSOLIDATED AT TIME OF PLACEMENT USING A LOW-VELOCITY
MECHANICAL VIBRATOR WITH A 3/4-INCH HEAD. RE-CONSOLIDATE GROUT AFTER INITIAL
WATER LOSS AND SETTLEMENT HAS OCCURRED. DO NOT PLACE NEXT LIFT OF GROUT
UNTIL LOWER LIFT HAS BEEN RE-CONSOLIDATED.
LIGHTGAUGE METAL FRAMING:
1. STRUCTURAL PROPERTIES OF METAL STUDS SHALL BE COMPUTED IN ACCORDANCE
WITH AISI "SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL
MEMBERS".
2. INSTALL FRAMING USING WALL BRACING, CONNECTION DETAILS, AND DOOR/WINDOW
HEADERS AS RECOMMENDED BY THE STUD MANUFACTURER FOR LOAD-BEARING
AND/OR CURTAINWALL STUDS, UNLESS NOTED OTHERWISE.
3. MEMBERS DESIGNATED AS 20 GA. AND 18 GA. SHALL BE 33 KSI, UNLESS NOTED.
MEMBERS DESIGNATED AS 16GA., 14 GA. AND 12 GA. SHALL BE 50 KSI, UNLESS
NOTED.
4. BOTTOM TRACKS & STANDARD TOP TRACKS SHALL MATCH STUD GAUGE. TOP
DEFLECTION TRACKS, WHERE REQUIRED, SHALL BE ONE GAUGE THICKNESS
HEAVIER THAN THE STUDS.
5. ALL WALL STUDS, TRACK, BRIDGING AND ACCESSORIES SHALL BE FORMED FROM
STEEL HAVING A G60 GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM
A653.
6. UNLESS NOTED OTHERWISE, MINIMUM TRACK FASTENING SHALL BE .177" DIAMETER
POWDER ACTUATED FASTENERS SPACED @ 8" O.C. WITH 1" MINIMUM PENETRATION
INTO CONCRETE.
7. SPLICES ARE NOT PERMITTED IN STUDS, JOISTS, RAFTERS, HEADERS OR BEAMS.
TRACK SPLICES SHALL BE SECURELY ANCHORED TO A COMMON ELEMENT (i.e., STUD
OR HEADER) OR BUTT-WELDED TOGETHER.
8. A UNIFORM BEARING SURFACE SHALL BE PROVIDED BENEATH THE BOTTOM TRACK IN
LOAD-BEARING WALLS. INSTALL LOAD-BEARING SHIMS OR GROUT BETWEEN THE
UNDERSIDE OF THE BOTTOM TRACK AND THE TOP OF SLAB OR FOUNDATION WALL AT
LOCATIONS WITH A GAP LARGER THAN 1/8" TO ENSURE A UNIFORM BEARING
SURFACE ON SUPPORTING CONCRETE OR MASONRY CONSTRUCTION.
9. STUDS SHALL HAVE FULL BEARING AGAINST THE INSIDE TRACK WEB TOP AND
BOTTOM (1/16" MAX. GAP). STUDS MUST BE CUT SQUARE.
10. A MINIMUM OF 10" OF UN-PUNCHED STEEL IS REQUIRED AT BOTH ENDS OF STUDS (NO
PUNCHING HOLES OF ANY SIZE IS PERMITTED IN THESE 10 INCHES).
11. BOTH STUD FLANGES MUST BE ATTACHED TO TRACK AT TOP & BOTTOM WITH #12
SCREWS OR WELD.
12. INSTALL COLD-FORMED STEEL FRAMING LEVEL, PLUMB, AND TRUE TO LINE TO A
MAXIMUM ALLOWABLE TOLERANCE VARIATION OF 1/8 INCH IN 10 FEET.
13. PROVIDE PERMANENT LATERAL BRIDGING AT ALL LOAD-BEARING/CURTAINWALL
STUDS. BRIDGING SHALL BE 1 1/2" CRC CHANNEL IN 3 5/8" OR 4" STUDS AND 2 1/2" CRC
IN 6" STUDS. BRIDGING SHALL BE SPACED AT NO MORE THAN 4'-0" O.C. VERTICALLY
AT APPROXIMATELY THE THIRD POINT VERTICALLY. LATERAL BRIDGING MUST BE
SECURED WITH SCREWS OR WELDS BEFORE AXIAL LOAD IS APPLIED.
14. FULL-HEIGHT STUDS ON EACH SIDE OF WALL OPENINGS SHALL BE EQUAL TO 1/2 OF
THE INTERRUPTED STUDS PLUS ONE STUD AT EACH SIDE. USE MINIMUM OF TWO (2)
STUDS EACH SIDE. CONNECT JAMB STUDS TOGETHER WITH 6" LONG PIECES OF
TRACK OF GAUGE EQUAL TO THE STUDS AT THE JAMB STUD QUARTER POINTS.
CONNECT EACH PIECE OF TRACK TO EACH STUD WITH 2 #10 SCREWS. OTHERWISE,
WELD STUD FLANGES TOGETHER WITH FILLET WELDS, 2" TOP & BOTTOM & 1" @ 24"
O.C. BOTH SIDES IN BETWEEN.
15. HEADERS SHALL TRANSFER ALL SHEAR BY FULL BEARING ON JACK STUDS OR BY
SHEAR PLATES. SHEAR PLATES SHALL BE 16 GA. MINIMUM. ATTACH CLIP L'S TOP &
BOTTOM OF HEADERS AT EACH END.
16. FIELD WELDING OF MATERIAL LESS THAN 18 GA. SHALL NOT BE PERMITTED. WELDS
SHALL BE PERFORMED BY OPERATORS QUALIFIED IN ACCORDANCE WITH SECTION 6.0
OF THE AWS "STRUCTURAL WELDING CODE-SHEET METAL" (AWS D1.3). ALL WELDS
SHALL BE TOUCHED UP WITH ZINC RICH PAINT.
17. WALL SHEATHING, UNLESS NOTED: 15/32" MIN. THICKNESS APA RATED (32/16)
PLYWOOD OR OSB, EXPOSURE 1, ON BOTH FACES WITH LONG EDGES OF PANEL
PERPENDICULAR TO STUDS. PANEL EDGES SHALL BE FULLY BLOCKED WITH A
MINIMUM OF 1 1/2" WIDE HORIZONTAL BLOCKING OF THE SAME MATERIAL AND
THICKNESS AS THE TRACK AND STUDS.
18. SHEATHING FASTENING, UNLESS NOTED: NO. 8 x 1 INCH BUGLE HEAD SCREW PLACED
AT 6 INCHES AT ALL FOUR PANEL EDGES AND AT 12 INCHES AT INTERMEDIATE
MEMBERS. SCREWS SHALL BE PLACED A MINIMUM OF 3/8" FROM PANEL EDGES.
CONCRETE:
1. CONCRETE SCHEDULES
ITEM 28 DAY COMPRESSIVE STRENGTH
A. CONCRETE FILL FOR MASONRY 3000 PSI GROUT W/ 8" TO 11" SLUMP
(ASTM C 1019 OR ASTM C 476)
B. ALL OTHER CONCRETE 3000 PSI NORMAL WEIGHT
2. CONCRETE COVER OVER REINFORCING (U.N.O.)
A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 IN.
B. EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER 2 IN.
#5 AND SMALLER 1 1/2 IN.
C. NOT EXPOSED TO EARTH OR WEATHER:
SLABS, WALLS, JOISTS:
#14 AND LARGER: 1 1/2 IN.
#11 AND SMALLER: 3/4 IN.
BEAMS, COLUMNS:
STIRRUPS, SPIRALS, AND TIES: 1 1/2 IN.
PRIMARY REINFORCEMENT: 2 IN.
3. CONCRETING OPERATIONS SHALL COMPLY WITH ACI 117 AND ACI 301.
4. ALL REINFORCING SHALL CONFORM TO THE LATEST REVISION OF ASTM SPECIFICATION A615.
GRADE 60.
5. ALL REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH A.C.I. STANDARD 315.
6. NO REINFORCING BAR SHALL BE WELDED IN ANY MANNER.
7. SPLICES FOR REINFORCING ARE SHOWN SPECIFICALLY ON STRUCTURAL DRAWINGS. A DDITIONAL
SPLICES TO FACILITATE CONSTRUCTION SHALL BE CLASS "B" TENSION LAP SPLICES.
SHOP DRAWINGS & SUBMITTALS:
1. STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY.
ALL CONDITIONS SHALL BE DETAILED ON THE SHOP DRAWINGS IN ACCORDANCE WITH
SPECIFIED STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS PROJECT AS
INDICATED ON THE DRAWINGS.
2. ALL SHOP DRAWINGS SHALL BE NEWLY PREPARED. REPRODUCTIONS OF CONTRACT
STRUCTURAL DRAWINGS FOR USE AS ERECTION DRAWINGS WILL NOT BE PERMITTED.
SHOULD SHOP DRAWING SUBMITTALS CONTAIN ANY REPRODUCTIONS OF CONTRACT
STRUCTURAL DRAWINGS, THEY WILL BE REJECTED AND RETURNED WITHOUT ENGINEER
REVIEW. A LICENSE TO USE ANY PORTION OR ALL OF THE STRUCTURAL CAD FILES FOR
THE LIMITED PURPOSE OF ASSISTING THE CONTRACTOR'S PREPARATION OF SHOP
DRAWINGS FOR SUBMITTAL MAY BE OBTAINED FROM THE STRUCTURAL ENGINEER
UNDER A STANDARD FORM OF AGREEMENT FOR A FEE OF $500.00.
3. CONTRACTOR SHALL REVIEW ALL SUBMITTALS AND STAMP WITH APPROVAL PRIOR TO
SUBMISSION TO ARCHITECT/ ENGINEER. SHOP DRAWINGS RECEIVED BY
ARCHITECT/ENGINEER THAT HAVE NOT BEEN CHECKED AND COORDINATED BY THE
CONTRACTOR WILL BE RETURNED WITHOUT ARCHITECT/ENGINEER'S REVIEW.
4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS IN ELECTRONIC (PDF) FORMAT ONLY
(INSTEAD OF PAPER COPIES). THESE WILL BE REVIEWED AND RETURNED BY THE
STRUCTURAL ENGINEER IN PDF FORMAT ONLY. ALLOW TWO WEEKS FOR THE REVIEW OF
EACH SUBMITTAL.
STRUCTURAL STEEL:
1. ALL STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992
2. ALL STRUCTURAL STEEL PLATES, ANGLES AND CHANNELS SHALL CONFORM TO ASTM A36
3. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B
4. FABRICATION AND ERECTION SHALL CONFORM TO AISC CODE OF STANDARD PRACTICE.
SUBMIT SHOP & ERECTION DRAWINGS FOR REVIEW, INCLUDING THE REQUIRED
CONNECTION DESIGN INFORMATION DESCRIBED BELOW. SUBMITTALS THAT ARE
SUBSTANTIALLY INCOMPLETE WILL BE REJECTED WITHOUT REVIEW.
5. ALL STRUCTURAL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS
SHALL BE DESIGNED BY THE FABRICATOR, UNDER THE DIRECT SUPERVISION OF A
PROFESSIONAL ENGINEER REGISTERED IN TH E STATE OF ALABAMA TO RESIST THE
FORCES INDICATED. UNLESS STAMPED BY THE FABRICATOR'S ENGINEER, THE SHOP
DRAWINGS SHALL INCLUDE A SEALED LETTER FROM THE FABRICATOR'S ENGINEER
CERTIFYING THAT THE CONNECTIONS SHOWN IN THE SHOP DRAWINGS ARE ADEQUATE
FOR THE REQUIRED LOADS. DO NOT SUBMIT CALCULATIONS EXCEPT WHERE
SPECIFICALLY REQUESTED.
6. ALL CONNECTIONS SHALL BE DESIGNED USING THE ALLOWABLE STRESS DESIGN (ASD)
METHOD. ALL REACTIONS SHOWN OR CALCULATED SHALL BE SERVICE-LOAD LEVEL
FORCES, UNLESS NOTED.
7. WELDED CONNECTIONS (AWS D1.1): E70XX ELECTRODES, E308XX FOR STAINLESS STEEL
(AWS D1.6). THICKNESS OF WELDS SHALL BE AS SHOWN, SPECIFIED OR REQUIRED, BUT
NOT LESS THAN 3/16" FILLET WELD.
8. BOLTED CONNECTIONS: BEARING TYPE A325-N, SNUG-TIGHT IN ACCORDANCE WITH AISC
"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", U.N.O. BOLTS
THROUGH 4" WIDE BEAM FLANGES SHALL BE 5/8" DIAMETER. OTHER BOLTS SHALL BE 3/4"
OR 1" DIAMETER AS REQUIRED.
9. ALL EXPOSED EXTERIOR STRUCTURAL STEEL SHALL BE HOT-DIP GALVANIZED IN
ACCORDANCE WITH ASTM A143, ASTM A123/A153, ASTM A384 & ASTM A385. WHERE
GALVANIZING IS USED, TOUCH UP ALL WELDS, HOLES AND DAMAGE TO GALVANIZING IN
ACCORDANCE WITH ASTM A 780.
GENERAL NOTES:
1. CONTRACTOR SHALL COORDINATE BETWEEN ARCHITECTURAL, STRUCTURAL,
MECHANICAL, ELECTRICAL AND OTHER DRAWINGS. ANY DISCREPANCIES OR CONFLICTS
(INCLUDING DIMENSIONAL CONFLICTS) BETWEEN DRAWINGS OF DIFFERENT DISCIPLINES
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR SHALL NOT
PROCEED WITH SHOP DRAWING PREPARATION OR ANY CONSTRUCTION UNTIL THE
ARCHITECT HAS GIVEN DIRECTION OF RESOLUTION OF THE DISCREPANCY OR CONFLICT.
2. CONSTRUCTION METHODS, SEQUENCES AND PROCEDURES ARE THE CONTRACTOR'S
RESPONSIBILITY. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT
AND MAINTAIN THE STRUCTURAL INTEGRITY OF ALL NEW AND EXISTING CONSTRUCTION
AT ALL STAGES. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY AND
ERECTION REQUIREMENTS OF ALL GOVERNING PUBLIC AGENCIES DURING
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE
ADJACENT PROPERTY AND ROADWAYS WITH SHORING OR OTHER NECESSARY MEANS.
3. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING,
CIVIL AND ELECTRICAL DRAWINGS AND VERIFY THE LOCATIONS AND SIZES OF CHASES,
INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS AND OTHER PROJECT
REQUIREMENTS.
4. USE MANUFACTURER'S CERTIFIED DRAWINGS, DETAILS AND SPECIFICATIONS FOR
EQUIPMENT ANCHORAGE AND INSTALLATION.
5. ALL CONSTRUCTION JOINTS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE
INCORPORATED INTO THE STRUCTURE. ADDITIONAL CONSTRUCTION JOINTS TO
FACILITATE CONSTRUCTION SHALL BE LOCATED AND DETAILED ON THE SHOP DRAWINGS
FOR REVIEW.
6. STRUCTURAL MEMBERS & CONNECTIONS SHOWN, HAVE BEEN DESIGNED TO CARRY IN
PLACE DESIGN LOADS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
SUPPORT OF ANY ADDITIONAL LOADS AND FORCES IMPOSED DURING CONSTRUCTION,
TRUCKING, ERECTING AND HANDLING.
7. THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION LOADS DO NOT EXCEED THE
DESIGN LIVE LOADS INDICATED ON THE STRUCTURAL DRAWINGS AND THAT THESE LOADS
ARE NOT PUT ON THE STRUCTURAL MEMBERS PRIOR TO THE TIME THAT THE CONCRETE
REACHES THE FULL SPECIFIED DESIGN STRENGTH, STEEL MEMBERS & THEIR
CONNECTIONS ARE FULLY BOLTED AND / OR WELDED, AND ALL OTHER FRAMING MEMBERS
AND THEIR CONNECTIONS ARE IN PLACE.
8. ALL THE CONTRACTOR'S PROPOSED SUBSTITUTIONS MUST BE APPROVED BY
ARCHITECT/ENGINEER PRIOR TO FABRICATION OR ANY PERTINENT WORK.
9. THE DETAILS DESIGNATED AS "TYPICAL DETAILS" AND THE SECTIONS APPLY GENERALLY
TO THE DRAWINGS IN AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE DESCRIBED OR
DEPICTED, UNLESS SPECIFICALLY NOTED OTHERWISE.
10. ALL DIMENSIONS SHOWN TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS,
AND DETAILS. DO NOT SCALE THE DRAWINGS.
11. ELM HAS NOT REVIEWED FOR SUITABILITY OR ADEQUACY ANY PORTION OF THIS PROJECT
NOT SPECIFICALLY DEPICTED AND DETAILED IN THESE DRAWINGS. ELM'S SERVICES HAVE
BEEN PERFORMED UNDER THE PRESUMPTION THAT THE REMAINING PORTIONS OF THE
WORK WILL BE DESIGNED, SPECIFIED AND/OR CONSTRUCTED TO MEET OR EXCEED THE
REQUIREMENTS OF THE JURISDICTION'S BUILDING CODE. WHERE SUCH ELEMENTS HAVE
BEEN GENERICALLY INDICATED IN THESE DRAWINGS, THEY HAVE BEEN SHOWN ONLY FOR
THE CONTRACTOR'S REFERENCE.
POST-INSTALLED ANCHORS & EPOXY DOWELS :
1. POST-INSTALLED ANCHORS OR DOWELS SHALL NOT BE USED WHERE CAST-IN-PLACE
ANCHORS ARE INDICATED, UNLESS APPROVED BY THE STRUCTURAL ENGINEER FOR
SPECIFIC INSTANCES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
ANY INCREASE IN COST DUE TO THE SUBSTITUTION OR TO THE ADDITIONAL MONITORING,
TESTING AND RE-TESTING REQUIRED PER THE NOTES BELOW.
2. SCREW-TYPE ANCHORS SHALL BE "KWIK HUS-EZ" BY HILTI, OR "TITEN-HD" BY SIMPSON. ALL
SUBSTITUTIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER. MINIMUM
EMBEDMENT DEPTHS SHALL BE 6 1/4" EMBED FOR 3/4"Ø, OR 4 1/4" EMBED FOR 1/2" SCREW
ANCHORS, UNLESS NOTED DIFFERENTLY ON THE DRAWINGS.
3. EPOXY ANCHORS SHALL BE "HIT-HY 200 WITH HIT-Z ROD" BY HILTI . FOR EPOXY ANCHORS,
THREADED ROD AND REBAR EMBEDMENT SHALL BE 12 x DIAMETER OF ROD OR BAR,
UNLESS NOTED DIFFERENTLY ON THE DRAWINGS, BUT NOT MORE THAN (MEMBER
THICKNESS - 2").
4. ANCHORS MAY NOT BE INSTALLED IN OR WITHIN 1 1/4" OF VERTICAL OR HORIZONTAL
MORTAR JOINTS.
5. EPOXY ANCHORS/DOWELS & SCREW-TYPE ANCHORS SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH MANUFACTURER'S MOST RECENT INSTALLATION INSTRUCTIONS AND
RECOMMENDATIONS. IF THE MANUFACTURER'S RECOMMENDATIONS CONFLICT WITH THE
CONTRACT DRAWINGS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN.
6. THE GENERAL CONTRACTOR SHALL MAINTAIN ON-SITE (FOR REFERENCE BY THE
INSTALLER, THE TESTING AGENT/SPECIAL INSPECTOR AND THE BUILDING OFFICIAL) THE
FOLLOWING INFORMATION FOR EACH SPECIFIC POST-INSTALLED ANCHOR PRODUCT:
MANUFACTURER'S MOST RECENT INSTALLATION INSTRUCTIONS, PERFORMANCE DATA AND
ICC-ES EVALUATION REPORTS.
7. ALL SCREW-TYPE ANCHORS AND EPOXY ANCHORS/DOWELS SHALL BE INSTALLED UNDER
THE DIRECT MONITORING OF THE TESTING AGENT, AND SHALL BE COORDINATED BY THE
GENERAL CONTRACTOR. THE TESTING AGENT MUST VERIFY AND INCLUDE IN THEIR
REPORTS ALL OF THE FOLLOWING ITEMS FOR EACH ANCHOR/DOWEL:
A. LOCATION OF THE ANCHOR VERSUS EDGE DISTANCE AND SPACING REQUIREMENTS
B. DRILL BIT TYPE AND SIZE
C. HOLE DEPTH
D. HOLE CLEANING TECHNIQUE (VERY IMPORTANT)
E. ANCHOR/DOWEL TYPE
F. ANCHOR/DOWEL SIZE
G. ANCHOR/DOWEL EMBEDMENT
H. ANCHOR/DOWEL INSTALLATION PROCEDURE, INCLUDING EXPIRATION DATE & PROPER
DISPENSING FOR ADHESIVES, BASE MATERIAL TEMPERATURE AND MINIMUM TORQUES
FOR MECHANICAL ANCHORS IF APPLICABLE
8. POST-INSTALLED ANCHORS AND DOWELS THAT ARE INSTALLED WITHOUT DIRECT
MONITORING AS DESCRIBED ABOVE SHALL BE CONSIDERED AS NON-CONFORMING WORK
AND WILL BE REJECTED, UNLESS THE OWNER'S TESTING AGENT CAN SUCCESSFULLY
DEMONSTRATE THE TENSION CAPACITY OF THE ANCHORS/DOWELS USING APPROPRIATE
ASTM STANDARD TEST METHODS. AS A MINIMUM, 25% OF THE INSTALLED
ANCHORS/DOWELS IN QUESTION SHALL BE CHOSEN AT RANDOM FOR PROOF LOADING. IF
ANY ANCHOR/DOWEL FAILS, 100% OF THE ANCHORS/DOWELS SHALL THEN BE TESTED.
FAILED ANCHORS MUST BE RE-INSTALLED AND RE-TESTED UNTIL LISTED TENSION LOAD IS
ACHIEVED. THESE ANCHORS SHALL BE TESTED FOR A TENSION FORCE NOT LESS THAN
125% OF THE THE MANUFACTURER'S LISTED ALLOWABLE TENSION LOAD FOR THE
SPECIFIED EMBEDMENT. TO BE DEEMED ACCEPTABLE, ANCHORS/DOWELS MUST HAVE NO
VISIBLE INDICATIONS OF MOVEMENT DURING OR AFTER THE APPLICATION OF THE PROOF
LOAD. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE COST OF
PROOF TESTING, RE-INSTALLATIONS AND DAMAGE REPAIR.
9. ANCHORS SHALL BE INSTALLED PERPENDICULAR TO THE FACE OF THE CONCRETE
RECEIVING THE ANCHOR. THE MAXIMUM ALLOWABLE DEVIATION FROM PERPENDICULAR
SHALL BE 10 DEGREES. ALL ANCHORS INSTALLED OUTSIDE OF THIS TOLERANCE SHALL BE
DEEMED UNACCEPTABLE.
10. IF OVERSIZED OR SLOTTED HOLES ARE PROVIDED IN THE PLATE, THE CONTRACTOR SHALL
WELD 1/4" PLATE WASHERS TO THE PLATE.
DESIGN CRITERIA:
1. BUILDING CODES AND STANDARDS:
A. AMERICAN CONCRETE INSTITUTE, ACI 318
B. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC
C. AMERICAN WELDING SOCIETY, AWS
FILE
:16195 S
tructural.dw
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laude M
oore
810 Regal Drive SW
Suite C
Huntsville, AL 35801
Phone: 256.864.2542
Structural Engineers, Inc.
Project No. 16195
A
S3.0
B
S3.0
6'-4" R.O.
ADJUST DISTANCE TO NEW
ROUGH OPENING TO OCCUR
AT CMU MORTAR JOINT
W10x33 HEADER
INFILL EXISTING PORCH W/ LT.
GAGE STUD FRAMING & BRICK
VENEER
DEMO WALLS & PATCH SLAB
TO LEVEL
CHECK FOR UNDER-SLAB VOIDS AFTER
REMOVING EXISTING EQUIPMENT &
GROUT SOLID IF ANY ARE FOUND
6'-8
"
15
'-0
" +
/- ( F
IE
LD
V
ER
IF
Y)
EXISTING POST TO REMAIN
SLAB INFILL
PER SECTION
EXISTING WOOD FRAMING
AT ROOF
DEMO DOOR
NEW STEEL POST PER SECTION
METAL DOORS, OPERABLE
AROUND HOIST BEAM
PENETRATION
FLOOR PLAN
1/4" = 1'-0"
ROOF FRAMING PLAN
1/4" = 1'-0"
EXISTING RIDGE
REINFORCE BLOCK CELLS
ADJACENT TO NEW OPENING
W/ #5 VERT & GROUT SOLID UP
TO BOND BEAM
C9x20 AT EACH JAMB W/ 3/4" DIA. x 4" EMBED
SCREW ANCHORS @ 8" O.C. INTO GROUTED
CELLS
PROVIDE CAP PL. 3"x10"x3/8"
WELDED TO C9x20 VERT FOR
WELDED SUPPORT OF NEW
HEADER BEAM
A
S3.0
B
S3.0
FILE
:16195 S
tructural.dw
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D:4/4/2017 10:20 A
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B:C
laude M
oore
810 Regal Drive SW
Suite C
Huntsville, AL 35801
Phone: 256.864.2542
Structural Engineers, Inc.
Project No. 16195
ASSUMED EXISTING
SLAB CONDITION
B
S3.03/4" = 1'-0"
SECTION
ASSUMED STEEL OR
WOOD BEAM CONDITION
S12x50 HOIST BEAM - GALVANIZED
(3 TON HOIST MAX.)
L3x3x1/4 x 6"
EACH FACE
(HOIST STOP)
FACE OF EXISTING BRICK
VENEER BEYOND NEW
OPENING
CMU BEYOND NEW
OPENING (VERTICAL
STEEL CHANNEL NOT
SHOWN)
OVERCUT NEW OPENING
TO 4" BELOW FIN. FLOOR
& POUR-BACK NEW SLAB
(SLOPE AWAY FROM
DOOR THRESHOLD)
#5 CONT. W/ #4 DOWELS
@ 16" O.C., DRILL & EPOXY
INTO EXISTING SLAB
4"11"
7'-6
" +
/- C
LE
AR
10'-0" +/-
T.O.W.
SHORING NOTE:
PRIOR TO CUTTING NEW DOOR OPENING, THE G.C.
IS RESPONSIBLE FOR TEMPORARILY SHORING THE
EXISTING ROOF STRUCTURE & PROTECTING THE
BUILDING INTEGRITY UNTIL INSTALLATION OF
HEADER BEAM HAS BEEN COMPLETED
W10x33 HEADER BEAM, BEAR 3" ON STEEL
CHANNEL/CAP PL. & WELD AT EACH JAMB. INSTALL
SNUG TO UNDERSIDE OF REMAINING CMU COURSE
ABOVE, AND DRY PACK VOIDS WITH NON-SHRINK
GROUT
REMOVE AND REPLACE
SOFFIT & FASCIA AS
REQ'D TO INSTALL NEW
DOOR OPENING
REMOVE BRICK AT NEW OPENING.
IF REPLACEMENT OF BRICK IS REQ'D,
SUPPORT WITH L3 1/2x3 1/2x1/4
LOOSE LINTEL, BEAR 4" EACH END
ATTACH HOIST BEAM TO
HEADER BEAM W/ (4) 5/8" A490
BOLTS W/ BEVELED WASHERS.
LOC-TITE NUTS.
(2) 1/4" FITTED STIFF. PL'S EACH
SIDE, WITHIN 2" OF BOLTS
EXISTING SLAB & FOUNDATION
(ASSUMED CONDITIONS SHOWN)
EXISTING CMU &
BRICK WALL
0'-0"
FIN. FLR.
3/16" 3"
EACH SIDE OF POST:
L3x3x1/4 x 11" W/ (2) 1/2" DIA. HILTI
HLC SLEEVE ANCHORS INTO CMU,
WELD TO POST AS SHOWN
BASE PL. 5x1/2x10" W/ (2) 1/2" DIA.
HILTI HLC SLEEVE ANCHORS INTO
EXIST. SLAB
EACH SIDE OF POST:
L3x3x1/4 x 7" W/ (2) 1/2" DIA. HILTI HLC SLEEVE
ANCHORS INTO CMU, SNUG L AGAINST EACH
FACE OF POST BUT DO NOT WELD
EXISTING ROOF FRAMING
L3x3x1/4 x 6"
EACH FACE
(HOIST STOP)
HSS4x4x1/4 POST
CAP PL. 5x1/2x10"
SECURE CMU TO STEEL HEADER W/ CONT. L5x3x1/4 (LLV)
W/ 1/2" DIA. HILTI HLC SLEEVE ANCHORS @ 16" O.C. INTO
CMU (DISCONTINUE OR NOTCH L AT STIFF. PL's
6'-4
" +
/- H
OO
K H
EIG
HT
A
S3.03/4" = 1'-0"
SECTION
BRICK VENEER TO MATCH
EXISTING BRICK
10'-0" +/-
REMOVE AND REPLACE
SOFFIT & FASCIA AS
REQ'D TO INSTALL NEW
DOOR OPENING
0'-0"
FIN. FLR.
EXISTING ROOF FRAMING
LT. GAGE DEFLECTION TRACK,
ATTACH TO UNDERSIDE OF
EXISTING BEAM
LT. GAGE BOTTOM TRACK, ATTACH TO
SLAB W/ 0.145" DIA. PAF's AT 8" O.C.
STEEL POST BEYOND TO
REMAIN
6'-8"
C9x20 AT EACH JAMB W/ 3/4"
DIA. x 4" EMBED SCREW
ANCHORS @ 8" O.C. INTO
GROUTED CELLS AT C9x20
VERT. CHANNEL BEYOND
1'-0"
8"
LT. GAGE STUD WALL (3 5/8" x 1
5/8" x 18 GA. STUDS @ 16" O.C.),
PROVIDE HEADER ABOVE NEW
DOOR OPENING
PAINTED GYPSUM BOARD
SCREWED TO STUDS
WALL SHEATHING BOARD
SCREWED TO STUDS
#4 DOWELS AT 16" O.C., DRILL &
EPOXY INTO EXISTING CONCRETE
6"
EMBED
2 #5 CONT.