City of Gainesville, Cooke County, Texas Construction Plans for Clean Start Car Wash SHEET INDEX SHEET NO. DESCRIPTION 01 02 03 04 05 06 07 08 09 10 COVER SHEET GENERAL NOTES DEMOLITION PLAN SITE/DIMENSION CONTROL PAVING PLAN GRADING PLAN EXISTING DRAINAGE AREA MAP PROPOSED DRAINAGE AREA MAP UTILITY PLAN EROSION CONTROL PLAN CITY DETAILS L O C A T I O N M A P n.t.s. SEPTEMBER, 2021 Project Site N W S E Engineer: 2570 FM 407, Suite 209 Highland Village, Texas 75077 Ph: 972. 691.6633 Fax: 972.691.6628 TBPE FIRM #605 CCM Engineering CCM ENGINEERING CORPORATION FIRM REGISTRATION NO: F-605 THESE PLANS WERE PREPARED BY, OR UNDER THE DIRECT SUPERVISION OF: CODY D. CRANNELL 105947 09/02/2021 ENGINEER NAME PE # DATE 09-02-2021
Transcript
City of Gainesville, Cooke County, Texas
Construction Plansfor
Clean Start Car Wash
SHEET INDEX
SHEET NO. DESCRIPTION
01
02
03
04
05
06
07
08
09
10
COVER SHEET
GENERAL NOTES
DEMOLITION PLAN
SITE/DIMENSION CONTROL
PAVING PLAN
GRADING PLAN
EXISTING DRAINAGE AREA MAP
PROPOSED DRAINAGE AREA MAP
UTILITY PLAN
EROSION CONTROL PLAN
CITY DETAILS
L O C A T I O N M A Pn.t.s.
SEPTEMBER, 2021
ProjectSite
N
W
S
E
Engineer:
2570 FM 407, Suite 209Highland Village, Texas 75077Ph: 972. 691.6633Fax: 972.691.6628TBPE FIRM #605
CCM Engineering
CCM ENGINEERING CORPORATION
FIRM REGISTRATION NO: F-605
THESE PLANS WERE PREPARED BY, OR UNDER THE DIRECT SUPERVISION OF:
CODY D. CRANNELL 105947 09/02/2021
ENGINEER NAME PE # DATE
09-02-2021
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
CODY D. CRANNELL
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
105947
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
X
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
L
1
09/02/2021
NOTES:
FILE:
SCALE:
DESIGN:
DRAWN:
DATE:
REVISIONS
09/02/2021
CCM
CCM
Sheet
City
of G
aine
sville
Coo
ke C
ount
y, T
exas
Engi
neer
:
2570 FM 407, Suite 209
Highland Village, Texas 75077
Ph: 972.691.6633
TBPE Firm #605
CCM Engineering
CL
EA
N S
TA
RT
of 10
Gen
eral
Not
es
AutoCAD SHX Text
UTILITY NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CURRENT COPY OF THE CITY STANDARD DETAILS AND SPECIFICATIONS. 2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, CENTERLINE OF PIPE AND OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 3. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL WATER MAINS IN AREAS OF CONFLICT WITH OTHER PROPOSED UTILITIES. 4. CONTRACTOR TO PROVIDE TRENCH SAFETY PLANS SIGNED AND SEALED BY A LICENSED ENGINEER PRIOR TO START OF CONSTRUCTION. 5. THE CONTRACTOR SHALL PROVIDE AS-BUILT PLANS TO THE ENGINEER SO THAT THE ENGINEERING PLANS MAY BE REVISED TO REFLECT AS-BUILT CONDITIONS. 6. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND MAINTAIN ALL NECESSARY WARNING AN SAFETY DEVICES (FLASHING LIGHTS, BARRICADES, SIGNS, etc.) TO PROTECT PUBLIC SAFETY AND HEALTH UNTIL ALL WORK HAS BEEN COMPLETED AND ACCEPTED BY THE CITY. 7. ALL WATER AND SEWER CROSSINGS SHALL BE CENTERED ON THE JOINT OF PIPE. 8. ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC (ASTM 3034). EXCESSIVE DEPTH LINES MAY REQUIRE A DIFFERENT PIPE SPECIFICATION. REFERENCE PLANS FOR LOCATION AND LIMITS OF EXCESSIVE DEPTH PIPE. 9. ALL SANITARY SEWER AND WATER LINES SHALL BE TESTED IN ACCORDANCE WITH CITY STANDARD SPECIFICATIONS. 10. ALL SANITARY SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE TEXAS STATE DEPARTMENT OF HEALTH RULES AND REGULATIONS FOR PUBLIC WATER AND SEWERAGE SYSTEMS. 11. THE LOCATION OF EXISTING UNDERGROUND FACILITIES INDICATED ON THE PLANS IS TAKEN FROM PUBLIC RECORDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL FACILITIES, OTHER THAN THOSE SHOWN ON THE PLAN, MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND FACILITIES FOUND. 12. WATER MAINS SHALL BE EITHER DUCTILE IRON, ANSI/AWWA-C150/A21.50 CLASS 50 WITH 8 MIL. POLYETHYLENE TUBE WRAP AND CEMENT LINING ACCORDING TO ANSI/AWWA- C104/A21.4 OR PVC C900, DR18, CLASS 150. 13. ALL WATER LINE FITTINGS SHALL BE GRAY OR DUCTILE CAST IRON AND SHALL BE CEMENT LINED INSIDE AND BITUMINOUS COATED OUTSIDE. 14. THE UTILITY CONTRACTOR SHALL PROVIDE ADEQUATE CONCRETE THRUST BLOCKING AT ALL TEES, BENDS, FIRE HYDRANTS, etc. 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, etc. MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF TEMPORARY AND PERMANENT PAVING. 16. HOSE/PUMPER NOZZLES ON FIRE HYDRANTS SHALL BE 18 INCHES ABOVE THE TOP OF CURB, OR FINISHED GRADE AND SHALL FACE THE STREET OR FIRE LANE. FIRE HYDRANTS SHALL BE PLACED NOT FEWER THAN TWO FEET NOR MORE THAN SIX FEET BEHIND THE CURB. 17. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 42 INCHES FROM FINISHED GRADE. 18. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATIONS PRIOR TO BEGINNING CONSTRUCTION. IF ANY DISCREPANCY IS FOUND, CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER FOR RESOLUTION. 19. CONTRACTOR SHALL REFERENCE MEP AND ARCHITECTURAL PLANS TO CONFIRM LOCATION OF BUILDING UTILITY SERVICES PRIOR TO BEGINNING CONSTRUCTION. 20. CONSTRUCTION SHALL NOT PROCEED ABOVE FOUNDATION PRIOR TO COMPLETION OF ALL FIRE LANES. 21. CONTRACTOR SHALL TERMINATE ALL UTILITY LINES FIVE FEET FROM THE FACE OF BUILDING. 22. CONTRACTOR SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 23. INDICATOR/MARKING TAPE SHALL BE INSTALLED OVER SANITARY SEWER AND WATER LINE EMBEDMENT. 24. THE CONTRACTOR SHALL INSTALL AND MAINTAIN WATERTIGHT PLUGS IN ALL CONNECTIONS TO THE CITY'S SANITARY SEWER SYSTEM UNTIL THE PROJECT IS ACCEPTED BY THE CITY.
AutoCAD SHX Text
STORM DRAIN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CURRENT COPY OF THE CITY STANDARD DETAILS AND SPECIFICATIONS. 2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, CENTERLINE OF PIPE AND OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 3. CONTRACTOR TO PROVIDE TRENCH SAFETY PLANS SIGNED AND SEALED BY A LICENSED ENGINEER PRIOR TO START OF CONSTRUCTION. 4. THE CONTRACTOR SHALL PROVIDE AS-BUILT PLANS TO THE ENGINEER SO THAT THE ENGINEERING PLANS MAY BE REVISED TO REFLECT AS-BUILT CONDITIONS. 5. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND MAINTAIN ALL NECESSARY WARNING AN SAFETY DEVICES (FLASHING LIGHTS, BARRICADES, SIGNS, etc.) TO PROTECT PUBLIC SAFETY AND HEALTH UNTIL ALL WORK HAS BEEN COMPLETED AND ACCEPTED BY THE CITY. 6. THE LOCATION OF EXISTING UNDERGROUND FACILITIES INDICATED ON THE PLANS IS TAKEN FROM PUBLIC RECORDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL FACILITIES, OTHER THAN THOSE SHOWN ON THE PLAN, MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND FACILITIES FOUND. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, etc. MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF PERMANENT PAVING.
AutoCAD SHX Text
GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CURRENT COPY OF THE CITY STANDARD DETAILS AND SPECIFICATIONS. 2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 3. ACCESSIBLE RAMP TO BE LOCATED WHERE DRIVES INTERSECT PUBLIC STREETS. 4. ALL CURB RADII ARE 20 FEET FOR LARGER CURVES AND 3 FEET FOR SMALLER CURVES UNLESS OTHERWISE NOTED. 5. ALL PARKING SPACES ARE 18 FEET BY 9 FEET UNLESS OTHERWISE NOTED. 6. ALL CURB SHALL BE INTEGRAL WITH CONCRETE PAVEMENT. ALL JOINTS SHALL CONTINUE THROUGH CURB. 7. REINFORCEMENT SHALL NOT BE CONTINUOUS THROUGH EXPANSION JOINTS. 8. CONTRACTOR SHALL SAW-CUT EXISTING PAVEMENT AND CURBS TO PROVIDE A SMOOTH CONNECTION AND INSURE POSITIVE DRAINAGE. ALL SAWCUTS OF EXISTING PAVEMENT SHALL BE FULL DEPTH OF PAVEMENT. 9. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES WITH OTHER CONTRACTORS ON SITE. 10. ALL PARKING STRIPES ARE FOUR-INCHES WIDE AND TRAFFIC WHITE EXCEPT WHERE NOTED. 11. FIRE LANE STRIPES SHALL BE FOUR-INCHES WIDE, RED AND LABELED WITH WHITE LETTERS. MINIMUM RADIUS ON FIRE LANE STRIPE SHALL BE 20 FEET. WHERE ADJACENT TO A CURB, STRIPING SHALL BE PLACED ON THE CURB. FIRE LANE STRIPING SHALL BE PLACED CORRESPONDING TO THE FIRE LANE LOCATION REFLECTED ON THE PLANS. LABEL SHALL ALTERNATE BETWEEN "FIRE LANE" AND "NO PARKING". 12. DRIVEWAY CONSTRUCTION MUST BE COMPLETED WITHIN 72 HOURS AFTER CURB CUT HAS BEGUN. 13. CONTRACTOR TO PROVIDE TRENCH SAFETY PLANS SIGNED AND SEALED BY A REGISTERED ENGINEER PRIOR TO START OF CONSTRUCTION. 14. ALL CONSTRUCTION SHALL ADHERE TO RECOMMENDATIONS IN THE GEOTECHNICAL REPORT ISSUED FOR THIS SITE. 15. PARKING AREA PAVEMENT SHALL BE 5-INCH THICK CONCRETE PAVEMENT. FIRE LANE PAVEMENT SHALL BE 6-INCH THICK CONCRETE PAVEMENT. ALL PAVEMENT SECTIONS SHALL INCLUDE 6-INCH COMPACTED SUBGRADE. 16. CONCRETE STRENGTH SHALL BE A MINIMUM OF 3,000 psi AT 28 DAYS. HAND POUR AT SHALL BE 4,000 psi. 17. PAVEMENT REINFORCEMENT SHALL BE NO. 3 BARS AT 18" O.C.E.W. 18. CONTRACTION JOINTS SHALL BE SPACED AT 12 FEET O.C.E.W. WITH NO DIMENSION LESS THAN 75 PERCENT OF THE PERPENDICULAR DIMENSION. 19. CONTRACTOR SHALL TAKE SPECIAL CARE TO ASSURE PROPER DOWELL PLACEMENT AT EXPANSION JOINTS. IMPROPER PLACEMENT WILL NECESSITATE REMOVAL OF PAVEMENT. 20. REFERENCE ARCHITECTURAL PLANS FOR EXACT BUILDING AND RELATED SIDEWALK DIMENSIONS. 21. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, etc. MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF PERMANENT PAVING. 22. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF VALVES, MANHOLES, FIRE HYDRANTS, GAS/TELEPHONE/ELECTRICAL LINES THAT ARE AFFECTED BY THE CONSTRUCTION. 23. SAW CUTTING SHALL BE DONE WITHIN 8 HOURS OF POUR OR AS SOON AS CONCRETE CAN SUPPORT WEIGHT AND CAN PROVIDE A NEAT CUT WHICH IS TRUE IN ALIGNMENT. 24. SAWN RADIAL JOINTS SHALL BE NO SHORTER THAN 1.5 FEET. 25. CONTRACTOR SHALL USE A THICKENED EDGE EXPANSION JOINT AROUND THE PERIMETER OF ANY BLOCKOUT IN THE CONCRETE PAVING. 26. ALL CONSTRUCTION JOINTS SHALL BE SAWN, CLEANED OF DEBRIS, BLOWN DRY AND IMMEDIATELY SEALED PER N.C.T.C.O.G. SPECIFICATIONS. 27. PROVIDE EXPANSION JOINTS WITHOUT DOWELS BETWEEN PAVEMENT AND BUILDING. 28. THICKENED EDGES ARE REQUIRED AT ALL CONNECTIONS TO EXISTING PAVEMENT, REFER TO KEYWAY AND THICKENED EDGE DETAILS. 29. CONTRACTOR SHALL COORDINATE EFFORT FOR RELOCATING LIGHT AND POWER POLES. THE COST ASSOCIATED WITH THE RELOCATION SHALL BE PAID BY CONTRACTOR. 30. BUILDING FOOTPRINTS SHOWN ARE AS PROVIDED BY ARCHITECT. ALL BUILDING CORNER COORDINATES AND DIMENSIONS RELY ON THE ACCURACY OF THE ARCHITECTS ELECTRONIC FILE. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCY BETWEEN THIS PLAN AND THE ARCHITECTS PLAN. 31. REFERENCE LANDSCAPE ARCHITECTUAL PLANS FOR IRRIGATION SLEEVING. 32. SUBGRADES OF BUILDING AND PAVING AREAS SHALL BE MAINTAINED IN A MOIST CONDITION UNTIL THE PAVEMENT/CONCRETE IS PLACED. 33. ALL ACCESSIBLE PARKING SPACES SHALL HAVE APPROPRIATE SIGNAGE ASSOCIATED WITH EACH SPACE. 34. CONTRACTOR SHALL PROVIDE PAVEMENT JOINTING PLANS AS A SHOP DRAWING FOR ENGINEER REVIEW. 35. THE CONTRACTOR SHALL PROVIDE AS-BUILT PLANS TO THE ENGINEER SO THAT THE CONTRACTOR SHALL PROVIDE AS-BUILT PLANS TO THE ENGINEER SO THAT THE ENGINEERING PLANS MAY BE REVISED TO REFLECT AS-BUILT CONDITIONS.
AutoCAD SHX Text
GRADING NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CURRENT COPY OF THE CITY STANDARD DETAILS AND SPECIFICATIONS. 2. REFERENCE ARCHITECTURAL PLANS FOR EXACT BUILDING AND RELATED SIDEWALK DIMENSIONS. 3. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL VALVES, MANHOLES, FIRE HYDRANTS, GAS/TELEPHONE/ELECTRIC LINES THAT ARE AFFECTED BY THE CONSTRUCTION. 4. MAXIMUM SLOPE WITHIN THE TRACT SHALL BE THREE FEET HORIZONTAL TO ONE-FOOT VERTICAL. 5. ALL CONSTRUCTION SHALL ADHERE TO RECOMMENDATIONS IN THE GEOTECHNICAL REPORT ISSUED FOR THIS SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, etc. MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF PERMANENT PAVING. 7. REFERENCE EROSION CONTROL PLAN FOR EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO BEGINNING GRADING OPERATIONS. MAINTENANCE REQUIREMENTS ARE ALSO DEFINED. 8. MAXIMUM CROSS SLOPE FOR ANY SIDEWALK IS 2 PERCENT. MAXIMUM LONGITUDINAL SLOPE FOR ANY SIDEWALK IS 5 PERCENT, UNLESS OTHERWISE NOTED. 9. ACCESSIBLE FACILITIES SHALL BE CONSTRUCTED TO STRICT TOLERANCES REGARDING MAXIMUM CROSS AND LONGITUDINAL SLOPES. AREAS WHICH EXCEED MAXIMUM SLOPES SHALL BE REPAIRED OR REPLACED AS NECESSARY. 10. ALL SPOT GRADES REFLECT TOP OF PAVEMENT (GUTTER) ELEVATIONS, UNLESS OTHERWISE NOTED. 11. ALL VEGETATION AND TOPSOIL CONTAINING ORGANIC MATERIAL SHALL BE CLEARED AND GRUBBED AT THE BEGINNING OF EARTHWORK CONSTRUCTION. 12. SELECT FILL OR ONSITE MATERIALS SHALL BE PLACED IN SIX(6) TO EIGHT(8)-INCH LOOSE LIFTS AND COMPACTED TO THE MOISTURE CONTENTS BETWEEN OPTIMUM AND WITHIN THREE PERCENTAGE POINTS ABOVE OPTIMUM. EACH LIFT SHOULD BE COMPACTED TO BETWEEN 95 AND 100 PERCENT OF THE MAXIMUM DRY DENSITY AS IN ASTM D 698. 13. FIELD DENSITY TESTS SHOULD BE TAKEN AT THE RATE OF ONE TEST PER EVERY 2,500 SQUARE FEET PER LIFT IN THE AREA OF ALL COMPACTED FILL. FOR AREAS WHERE HAND TAMPING IS REQUIRED, THE TESTING FREQUENCY SHOULD BE INCREASED TO APPROXIMATELY ONE TEST PER LIFT, PER 100 LINEAR FEET OF AREA. 14. ALL EXPOSED SURFACES SHOULD BE SCARIFIED, WATERED AS REQUIRED AND RECOMPACTED TO BETWEEN 95 AND 100 PERCENT OF THE MAXIMUM DRY DENSITY AS DEFINED BY ASTM D 698 (STANDARD PROCTOR TEST) AT A MOISTURE CONTENT BETWEEN THE OPTIMUM MOISTURE VALUE AND FIVE (5) PERCENTAGE POINTS ABOVE OPTIMUM (WITHIN THREE PERCENTAGE POINTS FOR SANDY SOILS OR SOILS CONTAINING LIMESTONE FRAGMENTS). 16. WHERE UTILITY LINES PASS THROUGH THE PARKING LOT, THE TOP SIX (6) INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. 17. PAVEMENT SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES AND RECOMPACTED TO A MINIMUM OF 95 PERCENT STANDARD PROCTOR, AT OR ABOVE OPTIMUM MOISTURE CONTENT.
AutoCAD SHX Text
36. TRAFFIC BARRICADES WILL BE REQUIRED AT ALL PROPOSED DRIVE CONNECTIONS AND CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. BARRICADES AND TRAFFIC CONTROL SHALL ADHERE TO THE APPLICABLE INSTALLATION SHOWN IN THE "1980 TEXAS MUTED," AS CURRENTLY AMENDED. 37. WATER MAY NOT BE APPLIED TO THE SURFACE OF CONCRETE PAVING TO IMPROVE THE WORKABILITY.
AutoCAD SHX Text
8. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATION PRIOR TO BEGINNING CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCY. 9. ALL STORM SEWER PIPE 15 INCHES OR LARGER SHALL BE CLASS III RCP, OR APPROVED EQUAL. 10. ALL STORM SEWER PIPE LESS THAN 15 INCHES SHALL BE PVC SDR-35, OR APPROVED EQUAL. 11. ALL PVC TO RCP CONNECTIONS SHALL BE CONSTRUCTED WITH CONCRETE COLLARS. 12. CONTRACTOR SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 13. CONTRACTOR SHALL INSTALL PLUGS IN STORM DRAIN LINES OR OTHERWISE PREVENT MUD FROM ENTERING THE STORM DRAIN SYSTEM DURING CONSTRUCTION. 14. ALL WYES AND PIPE-TO-PIPE CONNECTIONS SHALL BE FULLY GROUTED.
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
CODY D. CRANNELL
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
105947
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
X
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
L
LA
WR
EN
CE
S
TR
EE
T
U
.S
.H
IG
H
W
A
Y
82
REMOVE 68 L.F OF CURB
AND 420 S.F OF EXISTING
CONCRETE
REMOVE 1,935 S.F OF EXISTING
CONCRETE IN PARKING LOT
AND DRIVEWAY
D
U
M
P
S
T
E
R
REMOVE 46 L.F OF CURB
AND 401 S.F OF EXISTING
CONCRETE
R
.O
.W
R
.O
.W
R.O.W
EX. CONCRETE TO BE REMOVED
Dem
olit
ion
Pla
n
09/02/2021
NOTES:
FILE:
SCALE:
DESIGN:
DRAWN:
DATE:
REVISIONS
09/02/2021
CCM
CCM
Sheet
City
of G
aine
sville
Coo
ke C
ount
y, T
exas
Engi
neer
:
2570 FM 407, Suite 209
Highland Village, Texas 75077
Ph: 972.691.6633
TBPE Firm #605
CCM Engineering
CL
EA
N S
TA
RT
of 10
L e g e n d
N
W
S
E
GRAPHIC SCALE
SCALE: 1" = 20'
0 20' 40'
2
C A U T I O N
Existing underground/overhead
utilities. Contractor to call for
locations and field verify the location,
depth and sizes of all existing
utilities prior to excavation.
CAUTION!!!
AutoCAD SHX Text
J
AutoCAD SHX Text
J
AutoCAD SHX Text
TSS-148
AutoCAD SHX Text
TSS-153
AutoCAD SHX Text
VR5-8 CHAMPION COMPRESSOR
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
CODY D. CRANNELL
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
105947
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
X
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE.
AutoCAD SHX Text
NOTES: I. THE ENGINEER CERTIFIES THAT THE DESIGN OF THE STORM DRAINAGE FACILITIES COMPLIES WITH THE CITY OF GAINESVILLE DRAINAGE CRITERIA AND DESIGN MANUAL. II. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF GAINESVILLE MUST RELY ON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. III. THE PROPERTY LIES WITHIN THE 100 YEAR FLOOD PLAIN. THE BUILDING WILL BE DESIGNED TO ENSURE IT IS PROTECTED FROM A 100 YEAR FLOODING EVENT.
R
2
0
'
R
2
8
'
R
4
'
R
4
'
R
1
0
'
R
1
'
R
3
1
'
R
4
'
R
4
'
R
5
'
R
2
1
'
N
8
1
° 0
5
' 4
7
.0
2
"E
1
1
7
.9
7
5
'
S1° 03' 27.80"E
210.031'
N1° 03' 58.78"W
210.006'
S
8
1
° 0
6
' 2
3
.2
7
"W
1
1
7
.9
4
0
'
66'
8'30'
1'
11'
50'16'
12'
33'
107'
34'
22'
1
5
'
147'
1
4
'
3
5
'
5'
56'
LA
WR
EN
CE
S
TR
EE
T
U
.S
.H
IG
H
W
A
Y
8
2
R
.O
.W
R.O.W
OWNER: RJS MARINE INC
GREAT LAKES CENTER,
BLOK1, LOT 1
PROPERTY # 9923
OWNER: RJS MARINE INC
GREAT LAKES CENTER,
BLOK1, LOT 1
PROPERTY # 9923
OWNER: MID STATE REAL STATES
ALEXANDER R 0013 ATWOODS
#56AT
PROPERTY # 6975
R
.O
.W
INSTALL "DO NOT
ENTER" SIGN
8' S
ET
BA
CK
20' S
ET
BA
CK
15' S
E
TB
A
C
K
20' S
E
TB
A
C
K
D
U
M
P
S
T
E
R
1
3
'
R
1
0
' Sit
e/D
imen
sion
Con
trol
Pla
n
09/02/2021
NOTES:
FILE:
SCALE:
DESIGN:
DRAWN:
DATE:
REVISIONS
09/02/2021
CCM
CCM
Sheet
City
of G
aine
sville
Coo
ke C
ount
y, T
exas
Engi
neer
:
2570 FM 407, Suite 209
Highland Village, Texas 75077
Ph: 972.691.6633
TBPE Firm #605
CCM Engineering
CL
EA
N S
TA
RT
of 10
L e g e n d
N
W
S
E
GRAPHIC SCALE
SCALE: 1" = 20'
0 20' 40'
DO NOT ENTER SIGN
C A U T I O N
Existing underground/overhead
utilities. Contractor to call for
locations and field verify the location,
depth and sizes of all existing
utilities prior to excavation.
CAUTION!!!
3
AutoCAD SHX Text
J
AutoCAD SHX Text
J
AutoCAD SHX Text
TSS-148
AutoCAD SHX Text
TSS-153
AutoCAD SHX Text
VR5-8 CHAMPION COMPRESSOR
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
CODY D. CRANNELL
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
105947
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
X
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE.
AutoCAD SHX Text
NOTES: I. THE ENGINEER CERTIFIES THAT THE DESIGN OF THE STORM DRAINAGE FACILITIES COMPLIES WITH THE CITY OF GAINESVILLE DRAINAGE CRITERIA AND DESIGN MANUAL. II. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF GAINESVILLE MUST RELY ON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. III. THE PROPERTY LIES WITHIN THE 100 YEAR FLOOD PLAIN. THE BUILDING WILL BE DESIGNED TO ENSURE IT IS PROTECTED FROM A 100 YEAR FLOODING EVENT.
N
8
1
° 0
5
' 4
7
.0
2
"E
1
1
7
.9
7
5
'
S1° 03' 27.80"E
210.031'
N1° 03' 58.78"W
210.006'
S
8
1
° 0
6
' 2
3
.2
7
"W
1
1
7
.9
4
0
'
LA
WR
EN
CE
S
TR
EE
T
U
.S
.H
IG
H
W
A
Y
8
2
R
.O
.W
R.O.W
OWNER: RJS MARINE INC
GREAT LAKES CENTER,
BLOK1, LOT 1
PROPERTY # 9923
OWNER: RJS MARINE INC
GREAT LAKES CENTER,
BLOK1, LOT 1
PROPERTY # 9923
OWNER: MID STATE REAL STATES
ALEXANDER R 0013 ATWOODS
#56AT
PROPERTY # 6975
R
.O
.W
8' S
ET
BA
CK
20' S
ET
BA
CK
15' S
E
TB
A
C
K
20' S
E
TB
A
C
K
SAWCUT 68 L.F AND
TIE IN TO EXISTING
CONCRETE PAVEMENT
SEE TxDOT PERMIT FOR
CONSTRUCTION IN R.O.W
SAWCUT 18 L.F AND
TIE IN TO EXISTING
CONCRETE PAVEMENT
END OF PROPOSED
CURB
D
U
M
P
S
T
E
R
TYPICAL PAVING SECTIONN.T.S.
W/LIME SUBGRADE
PROPOSED 5" CONCRETE
(Vacuum Bays area)
(Drive Lane)
PROPOSED 6" CONCRETE
Pav
ing
Pla
n
EXISTING CONCRETE STREET
09/02/2021
NOTES:
FILE:
SCALE:
DESIGN:
DRAWN:
DATE:
REVISIONS
09/02/2021
CCM
CCM
Sheet
City
of G
aine
sville
Coo
ke C
ount
y, T
exas
Engi
neer
:
2570 FM 407, Suite 209
Highland Village, Texas 75077
Ph: 972.691.6633
TBPE Firm #605
CCM Engineering
CL
EA
N S
TA
RT
of 10
L e g e n d
N
W
S
E
GRAPHIC SCALE
SCALE: 1" = 20'
0 20' 40'
C A U T I O N
Existing underground/overhead
utilities. Contractor to call for
locations and field verify the location,
depth and sizes of all existing
utilities prior to excavation.
CAUTION!!!
4
AutoCAD SHX Text
J
AutoCAD SHX Text
J
AutoCAD SHX Text
TSS-148
AutoCAD SHX Text
TSS-153
AutoCAD SHX Text
VR5-8 CHAMPION COMPRESSOR
AutoCAD SHX Text
6" THICK, 3500 PSI CONCRETE FOR DRIVEWAY 5" THICK, 3000 PSI CONCRETE FOR VACUUM BAYS NATURAL GROUND
AutoCAD SHX Text
#3 BARS @ 18" O.C.E.W.
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
CODY D. CRANNELL
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
105947
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
X
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE.
AutoCAD SHX Text
NOTES: I. THE ENGINEER CERTIFIES THAT THE DESIGN OF THE STORM DRAINAGE FACILITIES COMPLIES WITH THE CITY OF GAINESVILLE DRAINAGE CRITERIA AND DESIGN MANUAL. II. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF GAINESVILLE MUST RELY ON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. III. THE PROPERTY LIES WITHIN THE 100 YEAR FLOOD PLAIN. THE BUILDING WILL BE DESIGNED TO ENSURE IT IS PROTECTED FROM A 100 YEAR FLOODING EVENT.
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
LA
WR
EN
CE
S
TR
EE
T
U
.S
.H
IG
H
W
A
Y
8
2
D
U
M
P
S
T
E
R
R
.O
.W
EG=749.60
EG=749.25
EG=750.21
EG=749.30
EG=750.41
EG=751.49
FF=754.57
TC=753.68
TC=752.44
TC=750.45
TC=750.10
TC=749.75
TC=753.04
TC=752.88
TC=752.85
TC=752.84
TC=752.81
TC=752.78
TC=752.79
TC=752.77
TC=752.74
TC=752.67
TC=752.60
TC=752.53
TC=752.46
TC=752.39
TC=752.32
TC=752.25
TC=752.18
TC=752.71
TC=752.64
TC=752.57
TC=752.50
TC=752.43
TC=752.36
TC=752.29
TC=752.22
TC=752.16
TC=752.72
TC=752.70
TC=752.65
TC=752.63
TC=752.58
TC=752.56
TC=752.51
TC=752.49
TC=752.45
TC=752.42
TC=750.50
TC=750.61
TC=751.56
TC=754.98
TC=751.28
TC=750.71
TC=753.63
TC=753.63
TC=753.66
TC=753.85
TC=754.16
TC=754.24
TC=755.07
TC=754.00
EG=750.32
EG=751.02
EG=751.16
EG=750.28
TC=750.72
TGI=749.86
TGI=750.19
TC=751.34
TC=750.76
TC=752.38
TC=752.35
TC=752.31
TC=752.28
TC=752.24
TC=752.21
TC=752.88
TC=752.94
EG=750.11
TC=750.18
TC=750.79
Finished Floor F.F.
Flow Direction
TC=735.00
Prop. Spot Elev.
Ex. Contours
Prop. Contours 735
Gra
din
gP
lan
09/02/2021
NOTES:
FILE:
SCALE:
DESIGN:
DRAWN:
DATE:
REVISIONS
09/02/2021
CCM
CCM
Sheet
City
of G
aine
sville
Coo
ke C
ount
y, T
exas
Engi
neer
:
2570 FM 407, Suite 209
Highland Village, Texas 75077
Ph: 972.691.6633
TBPE Firm #605
CCM Engineering
CL
EA
N S
TA
RT
of 10
L e g e n d
N
W
S
E
GRAPHIC SCALE
SCALE: 1" = 20'
0 20' 40'
C A U T I O N
Existing underground/overhead
utilities. Contractor to call for
locations and field verify the location,
depth and sizes of all existing
utilities prior to excavation.
CAUTION!!!
5
AutoCAD SHX Text
T
AutoCAD SHX Text
SD
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
SD
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
T
AutoCAD SHX Text
P
AutoCAD SHX Text
P
AutoCAD SHX Text
P
AutoCAD SHX Text
P
AutoCAD SHX Text
J
AutoCAD SHX Text
J
AutoCAD SHX Text
TSS-148
AutoCAD SHX Text
TSS-153
AutoCAD SHX Text
VR5-8 CHAMPION COMPRESSOR
AutoCAD SHX Text
730
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
CODY D. CRANNELL
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
105947
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
X
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE.
AutoCAD SHX Text
NOTE: No drainage storage is needed according to Compensatory Storage Analysis report, on July 12, 2018. * Maximum amount of fill allowed 7,100 Cu-Yard. Maximum amount of fill allowed 7,100 Cu-Yard. * Proposed fill with this development 2307.85 Cu-Yard Proposed fill with this development 2307.85 Cu-Yard
AutoCAD SHX Text
NOTES: I. THE ENGINEER CERTIFIES THAT THE DESIGN OF THE STORM DRAINAGE FACILITIES COMPLIES WITH THE CITY OF GAINESVILLE DRAINAGE CRITERIA AND DESIGN MANUAL. II. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF GAINESVILLE MUST RELY ON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. III. THE PROPERTY LIES WITHIN THE 100 YEAR FLOOD PLAIN. THE BUILDING WILL BE DESIGNED TO ENSURE IT IS PROTECTED FROM A 100 YEAR FLOODING EVENT.
A
0.07
0.22
B
0.56
4.54
LA
WR
EN
CE
S
TR
EE
T
U
.S
.H
IG
H
W
A
Y
82
R
.O
.W
DRAINAGE AREA NO.
DRAINAGE DIVIDE
FLOW DIRECTION
EXISTING CONTOUR
Q100 (cfs)
AREA (ac)
09/02/2021
NOTES:
FILE:
SCALE:
DESIGN:
DRAWN:
DATE:
REVISIONS
09/02/2021
CCM
CCM
Sheet
City
of G
aine
sville
Coo
ke C
ount
y, T
exas
Engi
neer
:
2570 FM 407, Suite 209
Highland Village, Texas 75077
Ph: 972.691.6633
TBPE Firm #605
CCM Engineering
CL
EA
N S
TA
RT
of 10
Ex.
Dra
inag
eA
rea
Map
L e g e n d
N
W
S
E
GRAPHIC SCALE
SCALE: 1" = 20'
0 20' 40'
6
C A U T I O N
AutoCAD SHX Text
700
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
CODY D. CRANNELL
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
105947
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
X
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE.
AutoCAD SHX Text
Existing underground/overhead utilities. Contractor to call for locations and field verify the location, depth and sizes of all existing utilities prior to excavation.
AutoCAD SHX Text
CAUTION!!!
AutoCAD SHX Text
NOTES: I. THE ENGINEER CERTIFIES THAT THE DESIGN OF THE STORM DRAINAGE FACILITIES COMPLIES WITH THE CITY OF GAINESVILLE DRAINAGE CRITERIA AND DESIGN MANUAL. II. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF GAINESVILLE MUST RELY ON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. III. THE PROPERTY LIES WITHIN THE 100 YEAR FLOOD PLAIN. THE BUILDING WILL BE DESIGNED TO ENSURE IT IS PROTECTED FROM A 100 YEAR FLOODING EVENT.
A
0.07
0.27
1
0.42
3.63
2
0.07
0.27
3
0.08
0.31
LA
WR
EN
CE
S
TR
EE
T
U
.S
.H
IG
H
W
A
Y
8
2
R
.O
.W
FF=754.57
DRAINAGE AREA NO.
DRAINAGE DIVIDE
FLOW DIRECTION
EXISTING CONTOUR
Q100 (cfs)
AREA (ac)
09/02/2021
NOTES:
FILE:
SCALE:
DESIGN:
DRAWN:
DATE:
REVISIONS
09/02/2021
CCM
CCM
Sheet
City
of G
aine
sville
Coo
ke C
ount
y, T
exas
Engi
neer
:
2570 FM 407, Suite 209
Highland Village, Texas 75077
Ph: 972.691.6633
TBPE Firm #605
CCM Engineering
CL
EA
N S
TA
RT
of 10
Dra
inag
eA
rea
Map
7
L e g e n d
N
W
S
E
GRAPHIC SCALE
SCALE: 1" = 20'
0 20' 40'
C A U T I O N
AutoCAD SHX Text
J
AutoCAD SHX Text
J
AutoCAD SHX Text
TSS-148
AutoCAD SHX Text
TSS-153
AutoCAD SHX Text
VR5-8 CHAMPION COMPRESSOR
AutoCAD SHX Text
700
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
CODY D. CRANNELL
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
105947
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
X
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
NOTE: No drainage storage is needed according to Compensatory Storage Analysis report, on July 12, 2018. * Maximum amount of fill allowed 7,100 Cu-Yard. Maximum amount of fill allowed 7,100 Cu-Yard. * Proposed fill with this development 2307.85 Cu-Yard Proposed fill with this development 2307.85 Cu-Yard (see sheet 5 Grading plan)
AutoCAD SHX Text
UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE.
AutoCAD SHX Text
Existing underground/overhead utilities. Contractor to call for locations and field verify the location, depth and sizes of all existing utilities prior to excavation.
AutoCAD SHX Text
CAUTION!!!
AutoCAD SHX Text
NOTES: I. THE ENGINEER CERTIFIES THAT THE DESIGN OF THE STORM DRAINAGE FACILITIES COMPLIES WITH THE CITY OF GAINESVILLE DRAINAGE CRITERIA AND DESIGN MANUAL. II. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF GAINESVILLE MUST RELY ON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. III. THE PROPERTY LIES WITHIN THE 100 YEAR FLOOD PLAIN. THE BUILDING WILL BE DESIGNED TO ENSURE IT IS PROTECTED FROM A 100 YEAR FLOODING EVENT.
1 1/2" W
AT
ER
LIN
E
4
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
2
.
0
%
GA
S
GA
S
GA
S
GA
S
GA
SG
AS
GA
S
GA
S
GA
S
GA
S
G
AS
G
AS
GA
S
G
AS
G
AS
G
AS
G
AS G
A
S
G
AS
G
A
S
GA
S
GA
S
GA
SG
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
INSTALL:
1- 1 1/2" TAP AND SLEEVE
1- 1 1/2" GATE VALVE
1- 1 1/2" PRESSURE REDUCTION
VALVE
1- 1 1/2" NEPTUNE RADIO WATER
METER PURCHASED BY THE
DEVELOPER FROM CITY OF
GAINESVILLE
CONSTRUCT 4' M.H OVER EX. 8" S.S
EX. FL=744.85' TO BE VERIFIED
BY CONTRACTOR
EX. S.S. MH
TOP=753.84'
8" FL OUT=745.78'
EX. S.S. MH
TOP=748.77'
FL=741.53'
LA
WR
EN
CE
S
TR
EE
T
U
.S
.H
IG
H
W
A
Y
8
2
R
.O
.W
R.O.W
Uti
lity
pla
n
09/02/2021
NOTES:
FILE:
SCALE:
DESIGN:
DRAWN:
DATE:
REVISIONS
09/02/2021
CCM
CCM
Sheet
City
of G
aine
sville
Coo
ke C
ount
y, T
exas
Engi
neer
:
2570 FM 407, Suite 209
Highland Village, Texas 75077
Ph: 972.691.6633
TBPE Firm #605
CCM Engineering
CL
EA
N S
TA
RT
of 108
L e g e n d
N
W
S
E
GRAPHIC SCALE
SCALE: 1" = 20'
0 20' 40'
C A U T I O N
Existing underground/overhead
utilities. Contractor to call for
locations and field verify the location,
depth and sizes of all existing
utilities prior to excavation.
CAUTION!!!
AutoCAD SHX Text
J
AutoCAD SHX Text
J
AutoCAD SHX Text
TSS-148
AutoCAD SHX Text
TSS-153
AutoCAD SHX Text
VR5-8 CHAMPION COMPRESSOR
AutoCAD SHX Text
EX. WATER LINE EX. SANITARY SEWER EX. WATER VALVE EX. SANITARY SEWER MANHOLE PROP. 1 1/2" WATER LINE PROP. 4" SANITARY SEWER PROP. GATE VALVE PROP. 4" MANHOLE
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
CODY D. CRANNELL
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
105947
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
X
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
MH
AutoCAD SHX Text
UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE.
AutoCAD SHX Text
NOTES: I. THE ENGINEER CERTIFIES THAT THE DESIGN OF THE STORM DRAINAGE FACILITIES COMPLIES WITH THE CITY OF GAINESVILLE DRAINAGE CRITERIA AND DESIGN MANUAL. II. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF GAINESVILLE MUST RELY ON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. III. THE PROPERTY LIES WITHIN THE 100 YEAR FLOOD PLAIN. THE BUILDING WILL BE DESIGNED TO ENSURE IT IS PROTECTED FROM A 100 YEAR FLOODING EVENT.
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
LA
WR
EN
CE
S
TR
EE
T
U
.S
.H
IG
H
W
A
Y
8
2
R
.O
.W
R
.O
.W
R.O.W
Eros
ion
Con
trol
pla
n
09/02/2021
NOTES:
FILE:
SCALE:
DESIGN:
DRAWN:
DATE:
REVISIONS
09/02/2021
CCM
CCM
Sheet
City
of G
aine
sville
Coo
ke C
ount
y, T
exas
Engi
neer
:
2570 FM 407, Suite 209
Highland Village, Texas 75077
Ph: 972.691.6633
TBPE Firm #605
CCM Engineering
CL
EA
N S
TA
RT
of 10
EROSION CONTROL GENERAL NOTES:
1. EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, OR IN
CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR
SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING
DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY
PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE
SHALL BE CLEANED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A
RESULT OF EROSION CONTROL MEASURES.
GRADE TO PREVENT RUNOFF
FROM LEAVING SITE
USTABILIZED CONSTRUCTION ENTRANCE/EXIT
N.T.S.
PROFILE
N.T.S.
EXISTING
GRADE
50'-0" MIN.
8" MIN.
ROADWAY
TRANSITION
TO ROADWAY
GRADE TO DRAIN AWAY FROM
STABILIZATION AND EX. STREET
R.O.W.
MIN. 5' RADIUS
50'-0" MIN.
PLAN VIEW
3. ATTACH THE FILTER FABRIC TO THE
WIRE FENCE AND EXTEND IT INTO
THE TRENCH. (FENCE SHOULD BE MIN.
24" ABOVE GROUND)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
2. CONNECT WiRE FENCING (4x4-W1.4xW1.4)
TO THE POSTS AS REQUIRED
1. SET POSTS AND EXCAVATE A
6"x6" TRENCH UPSLOPE FROM
AND ALONG THE LINE OF POSTS.
(MIN. 6' SPACING)
(MIN. 1' EMBEDMENT)
METAL POST
BELTECH STYLE 751 OR
APPROVED EQUAL.
METAL POST
F
L
O
W
NOTE: ACCUMULATED SEDIMENT SHALL BE GRADED
AWAY FROM FENCE PERIODICALLY WHEN
NECESSARY.
4"X4" TRENCH
METAL POST
BACKFILL
FILTER FABRIC
WIRE FENCING
SILT FENCE NOTES:
1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A
SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE.
2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR
MECHANICAL TRENCHER, SO THAT THE DOWN SLOPE FACE OF THE TRENCH
IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW.
3. THE TRENCH SHOULD BE A MINIMUM OF SIX INCHES DEEP AND SIX INCHES
WIDE TO ALLOW FOR THE SILT FENCE TO BE LAID IN THE GROUND AND
BACKFILLED.
4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH SUPPORT POST.
5. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE
MADE PROMPTLY AS NEEDED.
6. SILT FENCE SHALL BE REMOVED WHEN IT HAS SERVED IS USEFULNESS, SO
AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.
7. SEDIMENT TRAPPED BY THIS PRACTICE SHALL BE DISPOSED OF IN AN
APPROVED SITE IN A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL
SILTATION.
8. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF
SIX INCHES AND DISPOSED OF IN AN APPROVED SPOIL SITE OR AS IN No. 7
ABOVE.
9. FILTER FABRIC IS TO BE MIRAFI 100X OR APPROVED EQUAL.
10.CONTRACTOR TO REMOVE SILT FENCE UPON COMPLETION OF PROJECT.
DAMAGED AREAS TO BE REPAIRED INCLUDING RE-GRADING AND
RE-GRASSING AS NECESSARY.
11. ALL EROSION CONTROL DEVICES AND REQUIREMENTS TO BE IN
ACCORDANCE WITH NCTCOG BMP EROSION CONTROL MANUAL AND PLANS
AND SPECIFICATIONS.
12. UNLESS APPROVED BY OWNER, EROSION CONTROL FENCING SHALL BE
USED IN AREAS WITH NO TREES ONLY.
SILT FENCE DETAIL
L e g e n d
N
W
S
E
GRAPHIC SCALE
SCALE: 1" = 20'
0 20' 40'
EXIST CONTOUR
CONSTRUCTION
ENTRANCE
SILT FENCE
CONSTRUCTION
ENTRANCE
SILT FENCE
SILT FENCE
9
AutoCAD SHX Text
J
AutoCAD SHX Text
J
AutoCAD SHX Text
TSS-148
AutoCAD SHX Text
TSS-153
AutoCAD SHX Text
VR5-8 CHAMPION COMPRESSOR
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
CODY D. CRANNELL
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
105947
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
X
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
METAL POST
AutoCAD SHX Text
METAL POST
AutoCAD SHX Text
750
AutoCAD SHX Text
NOTES: I. THE ENGINEER CERTIFIES THAT THE DESIGN OF THE STORM DRAINAGE FACILITIES COMPLIES WITH THE CITY OF GAINESVILLE DRAINAGE CRITERIA AND DESIGN MANUAL. II. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF GAINESVILLE MUST RELY ON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. III. THE PROPERTY LIES WITHIN THE 100 YEAR FLOOD PLAIN. THE BUILDING WILL BE DESIGNED TO ENSURE IT IS PROTECTED FROM A 100 YEAR FLOODING EVENT.
