300 east first avenue easley, sc 29640 site development plans for

Transcription

SITE DEVELOPMENT PLANS
FOR
EASLEY FIRST
BAPTIST CHURCH
300 EAST FIRST AVENUE
EASLEY, SC 29640
SAFETY NOTICE TO CONTRACTOR:
IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR
CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S
PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF
THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION
SITE.
WARRANTY/DISCLAIMER:
THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH
ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS
AND USES INTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE
ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR
PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE
ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A
CONTEMPORARY BASIS AT THE SITE.
GENERAL NOTES:
1. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT
LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON
THE PLANS OR 12", WHICHEVER IS LESS, CONTACT COMMERCIAL SITE SOLUTIONS, INC. (864-855-5200) AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION.
AGENCY AND UTILITY CONTACTS
PLANNING/ZONING/STORMWATER:
PLANNING AND DEVELOPMENT
CITY OF EASLEY
205 N 1ST STREET
EASLEY, SC 29640
CONTACT: TOMMY HOLCOMBE
PH: 864-855-7908
GAS:
FORT HILL NATURAL GAS
311 SOUTH PENDLETON STREET
EASLEY, SC 29640
CONTACT: BOBBY BAGWELL
PH: 864-423-5634
TELEPHONE:
AT&T
CONSTRUCTION & ENGINEERING
218 COLLEGE ST, 2nd FLOOR
GREENVILLE, SC 29601
CONTACT: SAMUEL GRIFFITH
PH: 864-298-4907
ELECTRIC:
EASLEY COMBINED UTILITIES
110 PEACHTREE STREET
EASLEY, SC 29641
CONTACT: BOBBY TINSLEY
PH: 864-859-4013
DRAWING LIST
COVER SHEET
EXISTING CONDITIONS PLAN
SITE PLAN
SITE DETAILS
GRADING PLAN
STORMWATER DETAILS
UTILITY PLAN
UTILITY DETAILS
DEMOLITION AND EROSION CONTROL PHASE 1 PLAN
EROSION CONTROL PHASE 2 PLAN
EROSION CONTROL PHASE 3 PLAN
EROSION CONTROL DETAILS
REVISIONS/SUBMITTALS:
2/28/14 - PRICING SET ISSUED FOR BID
2. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOPSOIL HE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND
LANDSCAPING OPERATION.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO
MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. OWNER AND COMMERCIAL SITE SOLUTIONS, INC. ACCEPT NO
RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS.
4. CALL THE UTILITY LOCATOR SERVICE 72 HOURS IN ADVANCE OF DIGGING AT 811.
5. ALL WORK SHALL CONFORM TO THE CITY OF EASLEY STANDARDS AND SPECIFICATIONS.
6. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR THE REGULATIONS OF THE CITY OF EASLEY, WHICHEVER IS MORE RESTRICTIVE.
7. PRE-CAST DRAINAGE AND SANITARY SEWER STRUCTURES HAVE BEEN SPECIFIED ON THE PLANS. OWNER AND COMMERCIAL SITE SOLUTIONS, INC., HOWEVER, ASSUME NO RESPONSIBILITY FOR THESE
STRUCTURES AS FIELD CONDITIONS DURING CONSTRUCTION OFTEN DICTATE MINOR ELEVATION ADJUSTMENTS. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY AND EXPENSE FOR MODIFYING THESE
STRUCTURES TO ACCOMMODATE THESE FIELD ADJUSTMENTS.
8. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS-BUILT CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED
WITH THE PROJECT, PREPARATION OF THE NECESSARY/REQUIRED AS-BUILT WATER AND SEWER PLANS TO BE SUBMITTED TO EASLEY COMBINED UTILITIES AND/OR SOUTH CAROLINA DEPARTMENT OF
HEALTH AND ENVIRONMENTAL CONTROL, AND ALL OTHER INFORMATION REQUIRED IN CONNECTION WITH OBTAINING PERMITS TO OPERATE AND RELEASE OF BONDS.
ARCHITECT:
LS3P ASSOCIATES LTD.
110 WEST NORTH STREET, SUITE 300
PH: 864-235-0405
CONTACT: JONATHAN EDENS
9. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF EASLEY COMBINED UTILITIES AND/OR SOUTH CAROLINA DEPARTMENT OF HEALTH AND
ENVIRONMENTAL CONTROL CONSTRUCTION PERMIT.
10. A COPY OF THE NOTICE OF INTENT AND THE STORM WATER POLLUTION PREVENTION PLAN MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST.
11. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE WATER AND SEWER LINES REQUIRED BY EASLEY COMBINED UTILITIES
AND/OR SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL.
ENGINEER:
12. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE-WATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS.
13. THE CONTRACTOR SHALL INCLUDE IN THE PRICE ALL COSTS ASSOCIATED WITH PROVIDING A PROFESSIONAL ENGINEER ON SITE DURING THE CONSTRUCTION OF THE STORM WATER MANAGEMENT
FACILITIES, WATER AND SEWER SYSTEMS, ETC., AS REQUIRED FOR AS-BUILT CERTIFICATION.
14. SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED REGULARLY TO INSURE THAT THE INTENDED PURPOSES ARE ACCOMPLISHED.
Commercial Site Solutions, Inc.
402 EAST 1ST AVENUE
EASLEY, SC 29640
864-855-5200
21764 STATE ROUTE 54
LUTZ, FL 33549
813-885-2032
15. ALL DRAINAGE STRUCTURES MUST MEET SCDOT AND THE CITY OF EASLEY STANDARD SPECIFICATIONS.
16. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE SITE WORK SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL WITHIN RIGHT OF WAY. THIS IS TO BE DONE IN
ACCORDANCE WITH M.U.T.C.D. AND SCDOT STANDARDS.
17. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN
ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS.
18. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE
CONSTRUCTION PHASES OF THIS PROJECT.
PREPARED FOR:
CCL ASSOCIATES
2502 MACY DRIVE
ROSWELL, GA 30076
PH: 678-352-0595
CONTACT: CHRISTIAN PITTS
SHEET
C-0.0
C-1.0
C-2.0
C-2.1
C-3.0
C-3.1
C-4.0
C-4.1
C-5.0
C-5.1
C-5.2
C-5.3 - C5.4
PROPOSED
DESCRIPTION
REVISIONS
EXISTING
CONCRETE CURB & GUTTER
ISSUED
STANDARD DUTY ASPHALT
COMMENT
LEGEND
PRELIMINARY
EXISTING
PARKING
SPACES
NOT FOR
CONSTRUCTION
SITE NOTES
A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE
NOTED.
B. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON ALL CURB AND
GUTTER ADJACENT TO ASPHALT PAVING SHALL BE INSTALLED PER SITE DETAILS.
EXISTING
PARALLEL
PARKING
SPACES
C. CONTRACTOR SHALL BEGIN CONSTRUCTION OF ANY LIGHT POLE BASES FOR
RELOCATED LIGHT FIXTURES AND RELOCATION OF ELECTRICAL SYSTEM AS SOON
AS DEMOLITION BEGINS. CONTRACTOR SHALL BE AWARE THAT INTERRUPTION OF
POWER TO ANY LIGHT POLES OR SIGNS SHALL NOT EXCEED 24 HOURS.
alk
Ex. Concrete Sidew
D. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH THE
ADJACENT PROPERTY OWNER'S TRAFFIC FLOW, THE CONTRACTOR SHALL
COORDINATE WITH THE ADJACENT PROPERTY OWNER, TO MINIMIZE THE IMPACT ON
TRAFFIC FLOW. TEMPORARY RE-ROUTING OF TRAFFIC IS TO BE ACCOMPLISHED BY
USING DOT APPROVED TRAFFIC BARRICADES, BARRELS, AND/OR CONES.
TEMPORARY SIGNAGE AND FLAGMEN MAY BE ALSO NECESSARY.
18.4'
R10.0'
H. ALL HANDICAP SPACES ARE TO RECEIVE A HANDICAP SYMBOL PAINTED ON THE
ASPHALT.
RAMP DOWN
8.6'
'
LANDSCAPE
8.0
'
'
9.0 P.
TY
5.0
HCAP
ACCESSIBLE
SPACES W/
SIGN (TYP)
6.0'
ALK
5' SIDE
W
R2.0'
R10.0'
PROJECT: DEMOLITION, RENOVATIONS, NEW EDUCATION STRUCTURE
AND ASSOCIATED SITE IMPROVEMENTS
DISTURBED AREA: 1.47 ACRES
CHANGE IN IMPERVIOUS SURFACE: 0.06 ACRE REDUCTION
*SEE ARCHITECTURAL PLANS FOR BUILDING AND DEMOLITION
INFORMATION.
9.0' R4.0'
CURBED RAMP W/
TRUNCATED DOMES
WARNING SURFACE (TYP)
R20.0'
R10.0'
MR. CHRISTIAN PITTS
CCL ASSOCIATES
2502 MACY DRIVE
ROSWELL, GA 30076
PHONE: 678-352-0595
R20.0'
4
R20.0'
4" WIDE SOLID
WHITE PAINTED
STRIPE
25.0'
"DO NOT
ENTER"
SIGN
CURBED RAMP W/
TRUNCATED DOMES
WARNING SURFACE (TYP)
18" CURB &
GUTTER
13.0'
21.0'
STOP
SIGN
28.0'
K
22.0'
MAINTAIN MINIMUM
25' DRIVE WIDTH
5' SIDEWALK
300 East 1st Avenue, Easley, SC 29640
PROJECT CONTACT:
4' TALL CHAINLINK FENCE
(GATE LOCATIONS TO BE
DETERMINED)
'
PLAYGROUND
AREA
SITE DATA
SITE ADDRESS:
R20.0'
5.0
5' SIDEWAL
R4.0'
R20.0'
END CURB &
GUTTER AT
BLDG WALL
'
18.0'
22.0'
18.0'
22.0'
R4.0'
STOP
SIGN
EXISTING EDGE OF
ASPHALT
5.0
18.0'
R4.0'
R4.0'
M. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING DAMAGE TO ANY EXISTING
ITEM DURING CONSTRUCTION SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES,
PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN
EXISTING CONDITIONS. THE CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL
EXISTING DAMAGE AND NOTIFY CONSTRUCTION MANAGER PRIOR TO
CONSTRUCTION START.
GROUND
FINISHED FLOOR
ELEV: 1061.18
'
AREA
'
9.0
18.0'
5.9'
HCAP
ACCESSIBLE
SPACES W/
"VAN
HANDICAP"
6
SIGN
18" CURB &
GUTTER
18.0'
LINE INDICATES
NEW ASPHALT
PAVEMENT LIMITS
(TO BE ADJUSTED
BASED UPON
ACTUAL FIELD
CONDITIONS)
"YIELD TO
PED." SIGN
124.7'
4' CURB
OPENING
5.0'
8.0
LANDSCAPE
15
HCAP
ACCESSIBLE
SPACES W/
"VAN HANDICAP"
SIGN
L. THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE APPROPRIATE UTILITY
COMPANIES PRIOR TO CONSTRUCTION, ADJUSTMENT, OR RELOCATION OF EXISTING
UTILITIES AS DESIGNATED ON THE PLANS.
NEW
EDUCATIONAL
BUILDING
(3-FLOORS)
'
17
CURBED
ISLAND
8.0
AREA
12
'
5.0
R2.0'
STRIPED
ISLAND
9.0'
R10.0'
R3.0'
18.0'
R10.0'
17
STRIPED
ISLAND
18.0'
MAINTAIN MINIMUM
25' DRIVE WIDTH
15
R20.0'
R4.0'
R10.0'
R3.0'
EXISTING EDGE OF
ASPHALT
R
TEMPORARY BENCHMARK: (North Bolt Fire Hydrant):
North Bolt Elevation: 1064.56'
Know what's
0
20
SCALE: 1" = 20'
40
60
EASLEY, SC 29640
R20.0'
K. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN
ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS.
300 EAST 1ST AVENUE
EASLEY, SC 29640
PH: 678-352-0595
33.0'
R4.0'
J. STOP SIGNS SHALL MEET THE CRITERIA OF THE SOUTH CAROLINA DEPARTMENT
OF TRANSPORTATION AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
4.4'
NEW FACILITIES FOR
EASLEY FIRST BAPTIST
CHURCH
6.0'
38.8'
RAMP UP
I. UNLESS OTHERWISE NOTED, ALL ON-SITE CURB SHALL BE INTEGRAL CURB AS
SHOWN ON THE DETAIL SHEET.
CHURCH
LE /
SPEED TAB
CROSSWALK
10.0'
'
8.0
CURBED
RAMP
AREA
LANDSCAPE
12.5'
6.0'
R20.0'
10.0'
HCAP ACCESSIBLE
SPACES WITH "VAN
HANDICAP" SIGN
G. ALL DIMENSIONS, UNLESS OTHERWISE NOTED, ARE TO FACE OF CURB, FACE OF
BUILDING (BLOCK), OR CENTERLINE OF PARKING BAY. REFER TO ARCHITECTURAL
PLANS FOR EXACT LOCATIONS OF ALL ENTRY/EXIT PORCHES AND PRECISE
BUILDING DIMENSIONS.
R20.0'
8.5'
9.0'
CURBED
RAMP
24.0'
R2.0'
F. THE LOCATION OF THE CONSTRUCTION FENCE ON THE DRAWINGS IS FOR
GRAPHICAL REPRESENTATION ONLY. THE CONTRACTOR IS TO ENSURE THAT THE
CONSTRUCTION FENCE ENCOMPASSES THE ENTIRE WORK AREA.
18.4'
8.0'
STAIRS WITH
HANDRAILS
(SEE DETAIL)
LANSCAPE A
SITE PLAN
AREA
LANDSCAPE
18.0'
REA
SAWCUT OR TOOLED
JOINTS (TYP). MATCH
PATTERN SHOWN
9.3'
PREPARED FOR:
23.3'
402 East First Avenue
Easley, South Carolina 29640
(864) 855-5200
www.css-eng.com
E. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED
SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT
AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY
THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED/SODDED, FERTILIZED,
MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS
ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO
FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR
AT NO ADDITIONAL COST TO THE OWNER.
18.3'
TIE NEW SIDEWALK
AREA TO EXISTING
AND MATCH GRADE
WITH SMOOTH
TRANSITION
Date:
02-27-14
Drawn:
RSM
Checked:
GDH
C-2.0
COMMENT
ISSUED
REVISIONS
PRELIMINARY
NOT FOR
CONSTRUCTION
12"
EXISTING
ASPHALT
7'-0" TO BOTTOM OF
LOWEST REQUIRED SIGN
N.T.S.
1060.30
1060.81
PLAN VIEW
RAMP TO BE
ASPAHLT,
TYP. OF 2
CROSSWALK
TO BE
CONCRETE
1'-6"
EASLEY, SC 29640
K
CROSSWAL
1061.50
1060.80
RAMP
SITE DETAILS
1061.50
1060.95
SECTION A
RAMP
4" MIN.
1061.00
2'-0"
1060.45
NEW FACILITIES FOR
CHURCH
TRAFFIC FLOW ARROW
PREPARED FOR:
30"x30" SIGN WITH REFLECTIVE
RED REFLECTORIZED
BACKGROUND AND WHITE
REFLECTORIZED LEGEND AND
BORDER CONFORMING TO SCDOT
SPECIFICATIONS
300 EAST 1ST AVENUE
EASLEY, SC 29640
PH: 678-352-0595
CHURCH
(864) 855-5200
www.css-eng.com
3"
CLEAR
SECTION A
SPEED TABLE DETAIL
N.T.S
Date:
02-27-14
Drawn:
RSM
Checked:
GDH
C-2.1
RIM ELEV
EX.
EXISTING INLET
+/-1058.31
1
MANHOLE
+/-1060.35
1A
AREA INLET
1060.25
2
MANHOLE
1061.90
3
GRATE INLET
1059.48
3A
AREA INLET
1060.10
4
GRATE INLET
1060.25
4A
AREA INLET
1059.50
4B
AREA INLET
1059.50
WV
WV
EXISTING
PROPOSED
DESCRIPTION
CONTOUR LINE
SPOT ELEVATION
93.00
STORM DRAIN INLET
STORM DRAIN MANHOLE
STORM DRAIN PIPE
DIRECTIONAL DRAINAGE
ARROW
STORMDRAIN SCHEDULE
STRUCTURES
SIZE
LENGTH
TYPE
SLOPE
IE UP
IE DOWN
1 TO EX.
24"
59'
HDPE
0.82%
1053.73
1053.24
2 TO 1
24
56'
HDPE
0.82%
1054.29
1053.83
3 TO 2
24"
94'
HDPE
0.82%
1055.16
1054.39
4 TO 3
18"
90'
HDPE
0.82%
1056.0
1055.26
1A TO 1
10"
17'
HDPE
2.00%
1057.0
1056.66
3A TO 3
10"
44'
HDPE
2.00%
1057.0
1056.12
4A TO 4
10"
33'
HDPE
2.00%
1057.0
1056.24
4B TO 4
10"
36'
HDPE
2.00%
1057.0
1056.28
ISSUED
TYPE
REVISIONS
STRUCTURE
COMMENT
LEGEND
STORMDRAIN STRUCTURE TABLE
NOTE: HDPE PIPE SHALL CONFORM TO THE REQUIREMENTS
OF AASHTO M-294 AND AASHTO MP7, TYPE S & D.
CONNECTIONS SHALL USE A RUBBER GASKET WHICH
CONFORMS TO ASTM F-477. INSTALLATION SHALL BE IN
ACCORDANCE WITH ASTM RECOMMENDED PRACTICE D-2321
AND AASHTO SECTION 30. HDPE PIPE SHALL NOT REPLACE
ANY SECTION OF CLASS IV RCP.
PRELIMINARY
NOT FOR
CONSTRUCTION
NOTE: STORMWATER REQUIREMENTS ARE MET DUE TO
0% INCREASE IN IMPERVIOUS AREA.
NOTE: ALL ELEVATIONS ARE SHOWN TO BOTTOM
OF CURB UNLESS OTHERWISE CALLED OUT
Finish Floor
Elev: 1065.97'
OHP
OHP
1061.50
1062.65
1061.50
1065.33
1060.30
1060.81
1062.89
1065.35
1060.51
1062
60
10
4' CURB
OPENING
FLUSH
H.P.
1065.75
1060.29
3A
3
1059.92
1059.48
4' CURB
OPENING
1060.29
1060.51
1059.92
OHP
OHP
OHP
OHP
P
OH
OH
OH
EX. GRADE
(±1050.50)
P
OH
OH
FLUSH
1060.23
O
1062
1061
FLUSH
28 LF 6" HDPE @ MIN
2.0% TO ROOF DRAIN
1060.80
1063
62
P
21. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL
SHEETING, SHORING, BRACING, AND SPECIAL EXCAVATION MEASURES REQUIRED TO
MEET OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS PURSUANT TO THE
INSTALLATION OF ALL WORK INDICATED ON THESE DRAWINGS. THE OWNER AND THE
DESIGN ENGINEER ACCEPT NO RESPONSIBILITY FOR THE DESIGNS TO INSTALL SAID
ITEMS.
P
OH
P
EX. GRADE
(±1060.35)
OH
1061.60
1061.50
1061.85
1061.75
10
1061.35
1061.25
22. PRECAST DRAINAGE STRUCTURES HAVE BEEN SPECIFIED ON THE PLANS. THE OWNER
AND THE ENGINEER, HOWEVER, ASSUME NO RESPONSIBILITY FOR THESE STRUCTURES,
AS FIELD CONDITIONS OFTEN DICTATE MINOR ELEVATION ADJUSTMENTS. THE
CONTRACTOR ASSUMES ALL RESPONSIBILITY AND EXPENSE FOR MODIFYING THE
PRECAST STRUCTURES TO ACCOMMODATE FIELD REVISIONS.
1061.75
1061.70
23. ALL GRADING OPERATIONS, EXCAVATIONS, FILL, COMPACTION TESTING AND BACKFILL
SHALL BE COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND
OBSERVED AND TESTED BY A QUALIFIED GEOTECHNICAL ENGINEER. THE
GEOTECHNICAL ENGINEER SHALL BE DESIGNATED BY AND PAID FOR BY THE OWNER.
P
1063.55
OH
P
HP MIN
12 LF 6" HDPE O@
2.0% TO ROOF DRAIN
1
FLUSH
FLUSH
1062.50
OH
OH
FLUSH
1061
64
10
1A
1061
2
1062.80
EX. GRADE
(±1060.0)
1060.25
1060.72
1062.76
20. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM
AVAILABLE RECORDS AND FIELD LOCATIONS WHEN POSSIBLE, BUT THE CONTRACTOR
MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY
DIGGING TEST PITS BY HAND AT ALL CROSSINGS WELL IN ADVANCE OF TRENCHING. IF
CLEARANCES ARE LESS THAN SPECIFIED ON THE PLAN OR TWELVE INCHES (12"),
WHICHEVER IS LESS, CONTACT THE DESIGN ENGINEER AND THE OWNER PRIOR TO
PROCEEDING WITH CONSTRUCTION.
HP
1060.50
14. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY SURVEY
COMPANY, INC., IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN
ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A
TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE
OWNER FOR REVIEW.
19. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR THE EXACT
NUMBER, SIZE AND LOCATION OF ANY ROOF DRAINS.
HP
O
1060.46
1060.50
P
OH
1060.60
13. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL
NATURAL AND PAVED AREAS.
18. CATCH BASINS, MANHOLES, FRAMES, GRATES, SHALL MEET THE REQUIREMENTS OF
THE LATEST EDITION OF THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD DETAILS FOR CONSTRUCTION AND THE EASLEY REQUIREMENTS .
P
OH
EX. GRADE
(±1059.50)
1061.18
10. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT,
AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS
SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER".
17. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT
FROM INVERT IN TO INVERT OUT.
P
OH
1060.51
9. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE
CONNECTION AT STRUCTURE IS WATERTIGHT.
16. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
CONSTRUCTED TO SAME.
P
EXISTING GRATE
TO REMAIN
8. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE
EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR
BETTER.
15. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4
INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STAKED SOD TO ALL SLOPES 3H:1V OR
STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH STATE
SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. IF ADEQUATE
TOPSOIL IS NOT AVAILABLE ON SITE THE CONTRACTOR SHALL PROVIDE TOPSOIL,
APPROVED BY THE OWNER, AS NEEDED.
P
GROUND
FINISHED FLOOR
ELEV: 1061.18
1061.18
106
5
1063.80
P
OH
1060.29
1063.50
1063.95 1063.42
P
OH
P
1060
1064.20
P
OH
EX1
1061
1061.85
P
OH
EX. GRADE
(±1060.32)
7. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1.0 FOOT INTERVALS.
12. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO
ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
P
NEW
EDUCATIONAL
BUILDING
(3-FLOORS)
6. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1.0 FOOT.
11. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE
GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH
CONSTRUCTION ACTIVITIES.
OH
17 LF 6" HDPE @ MIN
2.0% TO ROOF DRAIN
1060.10
1065.80
1063
49 LF (TOTAL) 6" HDPE @
MIN 2.0% TO ROOF DRAIN
1060.80
1060.15
1062.50
1065.50
1060.80
1060.80
1063
1062.75
OH
P
1065.16
OHP
1061.18
(864) 855-5200
www.css-eng.com
OHP
1060.95
OH
P
1062.25
5. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND
EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
300 EAST 1ST AVENUE
EASLEY, SC 29640
PH: 678-352-0595
1061.00
4A
1060
OHP
1060.62
1060.45
4. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: TYPE 1: RCP, CLASS
III PER ASTM C-76, WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS, UNLESS
OTHERWISE NOTED
OHP
4
1064
FLUSH
1065.00
4 LF 6" HDPE @ MIN
2.0%
TO ROOF DRAIN
60.51
23 LF 8" HDPE COLLECTOR
PIPE @ MIN 2.0%
60.60
PIPE @ MIN 2.0%
1060.25
P
1064.40
1064.50
60.60
2
10
61
1064.60
1060.56
1060.50
1062.43
1063.40
Finish Floor
Elev: 1049.16'
Finish Floor
Elev: 1061.18'
1061.18
19 LF 6" HDPE @ MIN
2.0% TO ROOF DRAIN
10
6
SH
FLU
1064.70
1064.90
PIPE @ MIN 2.0%
60.51
3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
OHP
1063.15
1063.09
1064.30
1064.70
60.51
1061
1065.65
1060
OH
TC: 1064.50
BC: 1064.00
60.51
1060.51
2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS
OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN
THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72
HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE
PLANS.
CHURCH
OHP
OHP
alk
Ex. Concrete Sidew
1065.85
4B
1064.14
1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES
INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES
ARE TO BE REMOVED TO THE RIGHT-OF-WAY.
20 LF (TOTAL) 6" HDPE
@ MIN 2.0% TO ROOF
DRAIN
Finish Floor
Elev: 1065.85'
1065.85
1065.85
TRANSITION FROM
ASPHALT FLUSH WITH
SIDEWALK TO
ASPHALT 6" BELOW
TOP OF SIDEWALK
SITE GRADING NOTES
Finish Floor
Elev: 1065.89'
PREPARED FOR:
Finish Floor
Elev: 1065.85'
GRADING PLAN
CONTRACTOR SHALL COMPLY COMPLETELY WITH
THE LATEST STANDARDS OF OSHA DIRECTIVES OR
ANY OTHER AGENCY HAVING JURISDICTION FOR
EXCAVATION AND TRENCHING PROCEDURES. THE
CONTRACTOR SHALL USE SUPPORT SYSTEMS,
SLOPING, BENCHING AND OTHER MEANS OF
PROTECTION. THIS IS TO INCLUDE, BUT NOT
LIMITED FOR ACCESS AND EGRESS FROM ALL
EXCAVATION AND TRENCHING. CONTRACTOR IS
RESPONSIBLE FOR COMPLYING WITH
PERFORMANCE CRITERIA AS REQUIRED BY OSHA.
PLEASE CONTACT THE CITY OF EASLEY'S STOMRWATER
MANAGEMENT DEPARTMENT AT LEAST 3 DAYS PRIOR
TO INITIATION OF LAND DISTRUBING ACTIVITY
THE CITY OF EASLEY
STORMWATER MANAGEMENT DEPARTMENT
205 N. 1ST ST
EALSEY, SC 29640
PH: 864-855-7940
EMAIL: [email protected]
FAX: 864-307-0008
27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED
FOR INSPECTION AND TESTING OF SOILS DUE TO FAILURE TO COMPLY WITH THE
MINIMUM REQUIREMENTS OF THE SOILS REPORT.
28. ALL GRADING OPERATIONS SHALL BE STAKED BY A REGISTERED CIVIL ENGINEER OR
LICENSED LAND SURVEYOR APPROVED BY THE OWNER.
29. UPON COMPLETION OF THE GRADING, THE SOILS ENGINEER SHALL PROVIDE OWNER
WITH A LETTER INDICATING THAT THE SITE AND BUILDING PAD WERE PREPARED IN
DIRECT CONFORMANCE WITH THE RECOMMENDATIONS AND CONCLUSIONS IN THE SOILS
REPORT.
O HP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OH
OH P
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
26. COMPACTION TESTS SHALL BE DONE FOR EACH TWO FEET OF FILL, BUT NOT LESS
THAN ONE TEST FOR EVERY 500 CUBIC YARDS, OR MORE FREQUENTLY IF REQUIRED BY
THE GEOTECHNICAL ENGINEER.
EASLEY, SC 29640
OH
25. COMPACTION SHALL BE DONE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT
AND ON-SITE GEOTECHNICAL ENGINEERS RECOMMENDATIONS.
OH
P
1063.05
24. NO FILL SHALL BE PLACED PRIOR TO APPROVAL OF THE SUBGRADE BY THE
GEOTECHNICAL ENGINEER.
P
CONNECT TO STORMDRAIN
INV (6"): 1055.35
INV (24"); 1054.60
NEW FACILITIES FOR
CHURCH
OH
P
1061.85
R
Know what's
0
20
SCALE: 1" = 20'
40
60
Date:
02-27-14
Drawn:
RSM
Checked:
GDH
C-3.0
COMBINATION INLET
N.T.S.
EASLEY, SC 29640
NEW FACILITIES FOR
CHURCH
STORMWATER DETAILS
300 EAST 1ST AVENUE
EASLEY, SC 29640
PH: 678-352-0595
CHURCH
(864) 855-5200
www.css-eng.com
SECTION "A"-"A"
PREPARED FOR:
ISSUED
PLAN
PRELIMINARY
NOT FOR
CONSTRUCTION
ELEVATION
CORNER BAR
CORNER BAR
Date:
02-27-14
Drawn:
RSM
Checked:
GDH
C-3.1
COMMENT
REVISIONS
ADJOINING LANDOWNERS.
EXISTING
DESCRIPTION
REVISIONS
UE
WV
WV
PROPOSED
18" CONCRETE CURB & GUTTER
STORM DRAIN INLET
UE
ISSUED
COMMENT
LEGEND
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
WATER LINE
PRELIMINARY
UE
GAS LINE
OVERHEAD POWER LINE
NOT FOR
CONSTRUCTION
UNDERGROUND ELECTRIC
AND TELEPHONE LINE
NEW
TRANSFORMER
PAD LOCATION.
UE
UE
UTILITY NOTES:
1. ALL SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARDS
AND SPECIFICATIONS OF THE STATE OF SOUTH CAROLINA AND EASLEY COMBINED
UTILITIES.
OHP
4. SEWER CLEANOUTS SHALL BE IN ACCORDANCE WITH THE CITY OF EASLEY AND
SCHEC DETAILS AND SPECIFICATIONS.
P
OH
P
OH
NEW
EDUCATIONAL
BUILDING
(3-FLOORS)
P
OH
P
(864) 855-5200
www.css-eng.com
8. ALL SITEWORK SHALL MEET OR EXCEED THE CITY OF EASLEY STANDARDS AND
THE SITEWORK SPECIFICATIONS.
9. CONTRACTOR TO PROVIDE ALL TRENCHING, BACKFILLING, & INSTALL ALL
ELECTRICAL CONDUITS TO UTILITY COMPANY SPECIFICATIONS.
10. LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR &
THE PROPER UTILITY COMPANY PROVIDING SERVICE.
11. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE ON FEES
REQUIRED, AS WELL AS COST OF UNDERGROUND SERVICE CONNECTIONS TO THE
BUILDING.
12. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.
13. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH
FEDERAL OSHA REGULATIONS.
14. GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES
HAVING JURISDICTION OVER THIS SYSTEM PRIOR TO INSTALLATION.
P
OH
P
OH
4" SDR 35 SANITARY SEWER
SERVICE @ 2.0% SLOPE (MIN.)
P
OH
4" SS
CONNECT 6" AND 4" WASTE
LINES WITH WYE FITTING
CO
4" SS
CO
P
UE
P
P
OH
P
CONNECT TO AND REUTILIZE
OH
EXISTING SANITARY SEWER
P
OH
SERVICE
EXISTING MANHOLE (RIM
OH
2 12" DOMESTIC WATER
SERVICE ENTRY (SEE
PLUMBING PLANS FOR
DETAIL)
OH
P
OH
UE
APPROX 1047)
INV. IN (MIN.) = 1043.00
INV. OUT (EX.) = UNKNOWN
P
6" S
S
OH
OH
OH
P
OH
GAS:
FORT HILL NATURAL GAS
311 SOUTH PENDLETON STREET
EASLEY, SC 29640
CONTACT: BOBBY BAGWELL
PH: 864-423-5634
OH
P
P
P
NEW TRANSFORMER PAD
LOCATION. TO BE
SERVICED
UNDERGROUND FROM
NEAREST POWER POLE.
OH
P
OH
P
6" SDR 35
SANITARY SEWER
SERVICE @ 2.0%
SLOPE (MIN.)
ELECTRIC:
EASLEY COMBINED UTILITIES
110 PEACHTREE STREET
EASLEY, SC 29641
CONTACT: BOBBY TINSLEY
PH: 864-859-4013
TELEPHONE:
AT&T
CONSTRUCTION & ENGINEERING
218 COLLEGE ST, 2nd FLOOR
CONTACT: SAMUEL GRIFFITH
PH: 864-298-4907
P
P
OH
OH
P
6" W
6" FIRE SERVICE ENTRY.
FDC TO BE LOCATED ON
BLDG WALL (SEE FIRE
PROTECTION PLANS FOR
DETAIL).
PLANNING/ZONING/STORMWATER:
PLANNING AND DEVELOPMENT
CITY OF EASLEY
205 N 1ST STREET
EASLEY, SC 29640
CONTACT: TOMMY HOLCOMBE
PH: 864-855-7908
OH
UE
CO
UE
6" W
2 1/2" W
6" SS
6" SS
AGENCY AND UTILITY CONTACTS
PREPARED FOR:
CO
SEWER EXIT
INV. OUT = 1057.68
CO
7. A MINIMUM OF 10 FEET HORIZONTAL SEPARATION MUST BE MAINTAINED BETWEEN
WATER AND SEWER LINES. THE VERTICAL SEPARATION IS TO BE A MINIMUM OF 18".
OH
GROUND
FINISHED FLOOR
ELEV: 4"
1061.18
SANITARY
6" SANITARY
SEWER EXIT
INV. OUT = 1057.68
6. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES
AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED
BUILDING POSSESSION AND/OR FINAL CONNECTION OF SERVICES.
300 EAST 1ST AVENUE
EASLEY, SC 29640
PH: 678-352-0595
OHP
EXACT LOCATION OF EXISTING
DOMESTIC WATER ENTRY
UNKNOWN. CONTRACTOR TO
LOCATE BEFORE
CONSTRUCTION.
AVAILABLE RECORDS AND FIELD LOCATIONS WHEN POSSIBLE, BUT THE
CONTRACTOR MUST DETERMINE THE EXACT LOCATION BY DIGGING TEST PITS BY
HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF CLEARANCES
ARE LESS THAN SPECIFIED ON THE PLAN OR 12", WHICHEVER IS LESS, CONTACT THE
DESIGN ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION.
CHURCH
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
alk
Ex. Concrete Sidew
3. ALL SEWER LINES SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 PER ASTM D-3034.
OHP
2. ALL PIPE, FITTINGS, PACKING, JOINTING MATERIALS, VALVES, AND FIRE HYDRANTS
SHALL CONFORM TO SECTION C OF THE AWWA STANDARDS. ALL ASSOCIATED
HARDWARE SHALL HAVE A MINIMUM WORKING PRESSURE OF CLASS 250.
OH
P
OH
P
OH
P
OH
OH P
O HP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
P
OH
OH
P
OHP
OHP
OHP
OHP
P
OHP
OHP
OHP
6" DOUBLE DETECTOR CHECK VALVE
ASSEMBLY IN VAULT WITH FDC LOCATED AT
VAULT. MUST BE COORDINATED WITH EASLEY
COMBINED
UTILITIES
AND FIRE
MARSHAL
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OH
APPROXIMATE
LOCATION OF EXISTING
WATER METER &
SERVICE
OH
P
2
OH
P
W
2"
1/
6" C900 PVC FIRE SERVICE
WATER LINE
SERVICE LINE ENTRY AND EXIT POINTS ARE SHOWN FOR
REFERENCE ONLY. CONTRACTOR SHALL REFER PLANS BY
ARCHITECT AND MECHANICAL ENGINEER FOR EXACT
LOCATIONS AND DEPTHS
EXTEND 6" WATER SERVICE
TO BUILDING FROM
EXISTING VALVE LOCATION
APPROXIMATE
LOCATION OF EXISTING
6" WATER MAIN
EASLEY, SC 29640
UTILITY PLAN
P
OH
P
OH
P
W
2"
1/
2
W
6"
2.5" METER AND DDCV ASSEMBLY
LOCATION FOR NEW 2.5"
DOMESTIC SERVICE
NEW FACILITIES FOR
CHURCH
P
OH
P
OH
REROUTE EXISTING
WATER SERVICE TO GYM
AREA AROUND NEW
CONSTRUCTION. MATCH
EXISTING WATER
SERVICE SIZE.
2
1
6" /2"
W W
CONNECT TO EXISTING
DOMESTIC WATER
SERVICE AND REROUTE
SERVICE AROUND NEW
CONSTRUCTION
OH
P
OH
P
45° BEND
R
Know what's
0
20
SCALE: 1" = 20'
40
60
Date:
02-27-14
Drawn:
RSM
Checked:
GDH
C-4.0
EASLEY, SC 29640
NEW FACILITIES FOR
CHURCH
UTILITY DETAILS
300 EAST 1ST AVENUE
EASLEY, SC 29640
PH: 678-352-0595
CHURCH
(864) 855-5200
www.css-eng.com
N.T.S.
PREPARED FOR:
SANITARY SEWER
CLEAN-OUT
PRELIMINARY
NOT FOR
CONSTRUCTION
Date:
02-27-14
Drawn:
RSM
Checked:
GDH
C-4.1
ISSUED
COMMENT
REVISIONS
ISSUED
NOTE: THE CONTRACTOR SHALL PROVIDE THE CONSULTING
ENGINEER WITH A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE
START OF CONSTRUCTION ACTIVITY. ACTIVITY IS DEFINED, BUT
NOT NECESSARILY LIMITED TO INSTALLATION OF STONE
CONSTRUCTION DRIVE, SILT FENCE, CLEARING AND GRUBBING,
STRIPPING TOPSOIL, GRADING, AND INSTALLATION OF ANY UTILITY
OR ROAD WORK. SITE INSPECTIONS BY THE CEC AS REQUIRED CAN
THEN BE ARRANGED.
NOTE: I HAVE PLACED MY SIGNATURE AND SEAL ON THE DESIGN
DOCUMENTS SUBMITTED SIGNIFYING THAT I ACCEPT
RESPONSIBILITY FOR THE DESIGN OF THE SYSTEM. FURTHER, I
CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE
DESIGN IS CONSISTENT WITH THE REQUIREMENTS OF TITLE 48,
CHAPTER 14 OF THE CODE OF LAWS OF SC, 1976 AS AMENDED,
PURSUANT TO REGULATION 72-300 EG. SEQ. (IF APPLICABLE), AND
IN ACCORDANCE WITH THE TERMS AND CONDITIONS OF SCR100000.
NOTE: THE CONTRACTOR SHALL PROVIDE A PLACE IS TO BE
PROVIDED FOR CONCRETE TRUCKS TO WASHOUT. THE WASHOUT
SHALL BE BURIED ONSITE UNTIL CONSTRUCTION IS COMPLETE.
ONCE CONSTRUCTION IS COMPLETE, THE WASHOUT WASTE IS TO
BE HAULED OFF TO A LANDFILL. SEE EROSION DETAILS FOR
WASHOUT DETAIL.
PRELIMINARY
GENERAL EROSION NOTES:
STANDARD EROSION NOTES
OHP
Ex. Wood Fence
LIMITS OF
DISTURBANCE
(+/- 1.47 ACRES)
OHP
OHP
SF
Finish Floor
Elev: 1061.18'
Covered
Walkway
OHP
EXISTING AWNING
TO BE REMOVED
OHP
Finish Floor
Elev: 1066.94'
OHP
EXISTING DROP
INLET AND
STORMDRAIN TO BE
REMOVED
SF
EXISTING SIDEWALK
TO BE REMOVED, TYP.
Finish Floor
Elev: 1049.16'
Ex. Wood Fence
alk
EXISTING WOOD
FENCE TO BE
REMOVED
P
OH
EXISTING AWNING
TO BE REMOVED
P
OH
P
OH
EXISTING
CHAINLINK FENCE
TO BE REMOVED
SF
P
OH
EXISTING SIDEWALK
TO BE REMOVED, TYP.
P
OH
INSTALL SILT SAVER
TYPE INLET
PROTECTION OVER
EXISTING STORM
DRAIN INLET.
SF
Ex. Chain Link
Fence
Finish Floor
Elev: 1066.82'
P
OH
EXISTING AWNING
TO BE REMOVED
IP
P
OH
P
OH
P
OH
HP
SF
EXISTING BUILDING TO BE
REMOVED
P
OH
SF
Ex. Concrete Sidew
SF
LIMITS OF
DISTURBANCE
(+/- 1.47 ACRES)
Covered Walkway
SF
Finish Floor
Elev: 1066.72'
OHP
OHP
way
Covered Walk
O
SF
P
OH
way
Covered Walk
6. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING,
EQUIPMENT CLEANING, ETC.) SHALL BE DISPOSED OF IN A MANNER THAT
PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORM WATER
THAT IS DISCHARGED FROM THE SITE.
7. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION
BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO
CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.
8. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON
DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER
PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION
OPERATIONS IS PROHIBITED.
9. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL
BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE
PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF
WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS
OF THE STATE.
10. ALL EROSION CONTROL MEASURES PRESENTED ON THIS PLAN SHALL
BE INITIATED AS SOON AS PRACTICABLE.
11. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY
HAS STOPPED FOR AT LEAST 14 DAYS, SHALL BE TEMPORARILY SEEDED.
AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST
CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS OR AS REQUIRED
BY THE PERMIT.
HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE
AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST
CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE
GRADING PLAN AND/OR LANDSCAPE PLAN.
13. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL
CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE
MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE
THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS
MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE
SEDIMENT BEFORE IT IS CARRIED OFF THE SITE.
14. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM
VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED
IMMEDIATELY.
15. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR
REMOVING SEDIMENT IN ANY POND/TRAP AND ANY SEDIMENT THAT MAY
HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN
CONJUNCTION WITH THE STABILIZATION OFTHE SITE.
16. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE
PROTECTED FROM EROSION AND SEDIMENTATION THROUGH
IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND
BORROW AREA LOCATIONS SHALL BE FIELD-LOCATED AND NOTED ON THE
SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT
REQUIREMENTS.
17. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE
GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.
18. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE
PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE
EROSION CONTROL MEASURES (SILT FENCES ETC.) TO PREVENT EROSION.
19. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH
WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY
CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING
FOR ROAD CONSTRUCTION.
20. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL
BE USED TO HELP CONTAIN THE SEDIMENT.
P
dewalk
Ex. Concrete Si
5. GENERAL CONTRACTOR SHALL DENOTE ON PLAN ANY TEMPORARY
PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE
EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING
AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS,
AND TOILET FACILITIES.
OH
P
SF
OH
P
OH
SF
P
OH
EXISTING
CHAINLINK FENCE
TO BE REMOVED
SF
P
P
OH
P
OH
1. CONTRACTOR TO SCHEDULE ON-SITE PRE-CON MEETING WITH CITY
OF CITY OF EASLEY A MINIMUM OF 72 HOURS PRIOR TO THE START OF
LAND DISTURBING ACTIVITIES.
2. COORDINATE WITH CHURCH ON DEMOLITION AND CONSTRUCTION
SCHEDULE.
3. INSTALL INLET PROTECTION WHERE ILLUSTRATED (EXISTING
STRUCTURES).
4. INSTALL SILT FENCE WHERE ILLUSTRATED.
4. BEGIN DEMOLITION OF EXISTING BUILDING, STRUCTURES,
PAVEMENT, AND SIDEWALK.
21. SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY
DANGEROUS. IN ALL CASES, LOCAL ORDINANCES AND REGULATIONS
REGARDING HEALTH AND SAFETY MUST BE ADHERED TO.
22. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL
STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES
ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A
DENSITY OF 80% OF THE COVER FOR UNPAVED AREAS AND AREAS NOT
COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED.
SF
LEGEND
OH
OH
P
BUILDING DEMOLITION AREA
SF
SILT FENCE, TYP.
OH
P
SF
SF
OH
P
SILT
FENCE,
TYP.
SF
SF
P
SF
OH
P
OH
P
OH
P
SF
OH
P
OH
P
SF
EXISTING PAVEMENT TO
BE REMOVED
OH
SEQUENCE OF CONSTRUCTION - PHASE 1:
IP
OH
OH
P
OH
P
OH
P
OH
P
TIMING OF PAVEMENT REMOVAL
DEPENDENT UPON CHURCH USE
SCHEDULE DURING CONSTRUCTION
OH
P
PAVEMENT TO BE REMOVED
TO ALLOW WATER SERVICE
INSTALLATION (DURING
PHASE 3)
P
OH
P
OH
P
TEMPORARY
CONSTRUCTION
ENTRANCE
(LOCATION
MAY BE
ADJUSTED)
EASLEY, SC 29640
SILT FENCE,
TYP.
4. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT
PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT.
NEW FACILITIES FOR
CHURCH
SF
EXISTING DROP
INLET AND
STORMDRAIN TO BE
REMOVED
Sidewalk
Ex. Concrete
OHP
OHP
Ex. Chain Link
Fence
OHP
SF
Finish Floor
Elev: 1065.85'
OHP
EXISTING WOOD
FENCE TO BE
REMOVED
3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL
CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF
PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL
CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.
DEMOLITION / E&S
CONTROL PHASE 1 PLAN
alk
Ex. Concrete Sidew
Ex. Power
Transformer
OHP
Finish Floor
Elev: 1065.89'
2. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS
REQUIRED BY THE EROSION CONTROL PLAN. ADDITIONAL BEST
MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY
CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL
PHASES OF CONSTRUCTION.
(864) 855-5200
www.css-eng.com
Finish Floor
Elev: 1065.97'
NOT FOR
CONSTRUCTION
300 EAST 1ST AVENUE
EASLEY, SC 29640
PH: 678-352-0595
COORDINATE WITH EASLEY
COMBINED UTILITIES FOR
REPLACEMENT LOCATION OF
POWER TRANSFORMER. ONCE NEW
SERVICE ESTABLISHED, REMOVE
EXISTING TRANSFORMER PAD.
WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE
NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY
BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS
OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED,
EXCEPT AS STATED BELOW.
- WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN
GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS
PRACTICABLE.
- WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY
CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS,
TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT
PORTION OF THE SITE.
3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY CALENDAR
WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BM HAS
BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS
THE NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE BMP
WITHIN 48 HOURS OF IDENTIFICATION.
4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO
CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL
BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY
INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE
RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE
FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS
OF THE STATE.
5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES
OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD
ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST.
THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE
REQUIRED.
7. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR
INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL
PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN
APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH S.C REG. 72-300 ET SEQ. AND
SCR100000.
8. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING
CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT
SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.
9. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR
OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE
INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE
DISTURBED AREA AND ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN
THE LAST ROW OF SILT FENCE AND ALL WOS.
10. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH
SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED
LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER
MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER
DISCHARGES.
11. A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED
AT THE CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING
NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION
ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED.
12. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER)
WHERE LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED,
AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS.
13. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.
14. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING,
WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A
SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER
TREATMENT PRIOR TO DISCHARGE;
15. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND
EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE
BMPS (SEDIMENT BASIN, FILTER BAG, ETC.).
16. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:
- WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN
APPROPRIATE CONTROL;ı
- WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE
OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS;
- FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION
AND MAINTENANCE; AND
- SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.
17. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A
MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL
FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE.
18. IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO
COMPLY WITH THE REQUIREMENTS OF THIS PERMIT AND/OR SC’S WATER QUALITY
STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT
WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS
IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND
ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.
19. A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE
WITH AN APPROVED ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION
ACTIVITIES. FOR NON-LINEAR PROJECTS THAT DISTURB 10 ACRES OR MORE THIS
CONFERENCE MUST BE HELD ON-SITE UNLESS THE DEPARTMENT HAS APPROVED
OTHERWISE.
1. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH EROSION
CONTROL SHALL OBTAIN A COPY OF THE EROSION CONTROL PLAN AND
THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR
CONTENTS.
CHURCH
1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED
PREPARED FOR:
NOTE: THE CONTRACTOR SHALL PROVIDE A PORTABLE TOILET IN
AN AREA THAT IS AT LEAST 50' FROM ANY WATERS OF THE STATE
OR STORM DRAIN SYSTEM.
Finish Floor
Elev: 1065.85'
COMMENT
REVISIONS
NOTE: DISPOSAL OF SEDIMENT.
SEDIMENT REMOVED FROM SILT FENCE, INLET PROTECTION,
SEDIMENT PONDS AND TRAPS, ETC. DURING THE COURSE OF
CONSTRUCTION, SHALL BE PLACED ON THE TOPSOIL STOCKPILE
AND RESPREAD AT THE END OF THE PROJECT. SEDIMENT
REMOVED FROM THESE ITEMS AFTER THE SITE HAS BEEN
SEEDED, SHALL BE HAULED OF SITE AND DISPOSED OF AT AN
APPROVED, LISCENCED SPOIL AREA THAT IS IN FULL COMPLIANCE
WITH THE NPDES REGULATIONS. CONTRACTOR IS RESPONSIBLE
FOR OBTAINING ANY APPROVALS NECESSARY TO ALLOW FOR THE
DISPOSAL OF THIS MATERIAL IF HAULED OFF-SITE.
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OH
OHP
P
OH
P
R
Know what's
0
20
SCALE: 1" = 20'
40
60
Date:
02-27-14
Drawn:
RSM
Checked:
GDH
C-5.0
RIM ELEV
EX.
EXISTING INLET
+/-1058.31
1
MANHOLE
+/-1060.35
1A
AREA INLET
1060.25
2
MANHOLE
1061.90
3
GRATE INLET
1059.48
3A
AREA INLET
1060.10
4
GRATE INLET
1060.25
4A
AREA INLET
1059.50
4B
AREA INLET
1059.50
WV
WV
EXISTING
PROPOSED
DESCRIPTION
CONTOUR LINE
SPOT ELEVATION
93.00
STORM DRAIN INLET
STORM DRAIN MANHOLE
STORM DRAIN PIPE
DIRECTIONAL DRAINAGE
ARROW
STORMDRAIN SCHEDULE
STRUCTURES
SIZE
LENGTH
TYPE
SLOPE
IE UP
IE DOWN
1 TO EX.
24"
59'
HDPE
0.82%
1053.73
1053.24
2 TO 1
24
56'
HDPE
0.82%
1054.29
1053.83
3 TO 2
24"
94'
HDPE
0.82%
1055.16
1054.39
4 TO 3
18"
90'
HDPE
0.82%
1056.0
1055.26
1A TO 1
10"
17'
HDPE
2.00%
1057.0
1056.66
3A TO 3
10"
44'
HDPE
2.00%
1057.0
1056.12
4A TO 4
10"
33'
HDPE
2.00%
1057.0
1056.24
4B TO 4
10"
36'
HDPE
2.00%
1057.0
1056.28
ISSUED
TYPE
REVISIONS
STRUCTURE
COMMENT
LEGEND
STORMDRAIN STRUCTURE TABLE
NOTE: HDPE PIPE SHALL CONFORM TO THE REQUIREMENTS
OF AASHTO M-294 AND AASHTO MP7, TYPE S & D.
CONNECTIONS SHALL USE A RUBBER GASKET WHICH
CONFORMS TO ASTM F-477. INSTALLATION SHALL BE IN
ACCORDANCE WITH ASTM RECOMMENDED PRACTICE D-2321
AND AASHTO SECTION 30. HDPE PIPE SHALL NOT REPLACE
ANY SECTION OF CLASS IV RCP.
PRELIMINARY
NOT FOR
CONSTRUCTION
NOTE: STORMWATER REQUIREMENTS ARE MET DUE TO
0% INCREASE IN IMPERVIOUS AREA.
NOTE: ALL ELEVATIONS ARE SHOWN TO BOTTOM
OF CURB UNLESS OTHERWISE CALLED OUT
Finish Floor
Elev: 1065.97'
OHP
OHP
1061.50
1062.65
1061.50
1065.33
1060.30
1060.81
1062.89
1065.35
1060.51
1062
60
10
4' CURB
OPENING
FLUSH
H.P.
1065.75
1060.29
3A
3
1059.92
1059.48
4' CURB
OPENING
1060.29
1060.51
1059.92
OHP
OHP
OHP
OHP
P
OH
OH
OH
EX. GRADE
(±1050.50)
P
OH
OH
FLUSH
1060.23
O
1062
1061
FLUSH
28 LF 6" HDPE @ MIN
2.0% TO ROOF DRAIN
1060.80
1063
62
P
21. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL
SHEETING, SHORING, BRACING, AND SPECIAL EXCAVATION MEASURES REQUIRED TO
MEET OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS PURSUANT TO THE
INSTALLATION OF ALL WORK INDICATED ON THESE DRAWINGS. THE OWNER AND THE
DESIGN ENGINEER ACCEPT NO RESPONSIBILITY FOR THE DESIGNS TO INSTALL SAID
ITEMS.
P
OH
P
EX. GRADE
(±1060.35)
OH
1061.60
1061.50
1061.85
1061.75
10
1061.35
1061.25
22. PRECAST DRAINAGE STRUCTURES HAVE BEEN SPECIFIED ON THE PLANS. THE OWNER
AND THE ENGINEER, HOWEVER, ASSUME NO RESPONSIBILITY FOR THESE STRUCTURES,
AS FIELD CONDITIONS OFTEN DICTATE MINOR ELEVATION ADJUSTMENTS. THE
CONTRACTOR ASSUMES ALL RESPONSIBILITY AND EXPENSE FOR MODIFYING THE
PRECAST STRUCTURES TO ACCOMMODATE FIELD REVISIONS.
1061.75
1061.70
23. ALL GRADING OPERATIONS, EXCAVATIONS, FILL, COMPACTION TESTING AND BACKFILL
SHALL BE COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND
OBSERVED AND TESTED BY A QUALIFIED GEOTECHNICAL ENGINEER. THE
GEOTECHNICAL ENGINEER SHALL BE DESIGNATED BY AND PAID FOR BY THE OWNER.
P
1063.55
OH
P
HP MIN
12 LF 6" HDPE O@
2.0% TO ROOF DRAIN
1
FLUSH
FLUSH
1062.50
OH
OH
FLUSH
1061
64
10
1A
1061
2
1062.80
EX. GRADE
(±1060.0)
1060.25
1060.72
1062.76
AVAILABLE RECORDS AND FIELD LOCATIONS WHEN POSSIBLE, BUT THE CONTRACTOR
MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY
DIGGING TEST PITS BY HAND AT ALL CROSSINGS WELL IN ADVANCE OF TRENCHING. IF
CLEARANCES ARE LESS THAN SPECIFIED ON THE PLAN OR TWELVE INCHES (12"),
WHICHEVER IS LESS, CONTACT THE DESIGN ENGINEER AND THE OWNER PRIOR TO
PROCEEDING WITH CONSTRUCTION.
HP
1060.50
14. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY SURVEY
COMPANY, INC., IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN
ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A
TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE
OWNER FOR REVIEW.
19. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR THE EXACT
NUMBER, SIZE AND LOCATION OF ANY ROOF DRAINS.
HP
O
1060.46
1060.50
P
OH
1060.60
13. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL
NATURAL AND PAVED AREAS.
18. CATCH BASINS, MANHOLES, FRAMES, GRATES, SHALL MEET THE REQUIREMENTS OF
THE LATEST EDITION OF THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD DETAILS FOR CONSTRUCTION AND THE EASLEY REQUIREMENTS .
P
OH
EX. GRADE
(±1059.50)
1061.18
10. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT,
AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS
SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER".
17. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT
FROM INVERT IN TO INVERT OUT.
P
OH
1060.51
9. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE
CONNECTION AT STRUCTURE IS WATERTIGHT.
16. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
CONSTRUCTED TO SAME.
P
EXISTING GRATE
TO REMAIN
8. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE
EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR
BETTER.
15. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4
INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STAKED SOD TO ALL SLOPES 3H:1V OR
STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH STATE
SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. IF ADEQUATE
TOPSOIL IS NOT AVAILABLE ON SITE THE CONTRACTOR SHALL PROVIDE TOPSOIL,
APPROVED BY THE OWNER, AS NEEDED.
P
GROUND
FINISHED FLOOR
ELEV: 1061.18
1061.18
106
5
1063.80
P
OH
1060.29
1063.50
1063.95 1063.42
P
OH
P
1060
1064.20
P
OH
EX1
1061
1061.85
P
OH
EX. GRADE
(±1060.32)
7. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1.0 FOOT INTERVALS.
12. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO
ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
P
NEW
EDUCATIONAL
BUILDING
(3-FLOORS)
6. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1.0 FOOT.
11. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE
GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH
CONSTRUCTION ACTIVITIES.
OH
17 LF 6" HDPE @ MIN
2.0% TO ROOF DRAIN
1060.10
1065.80
1063
49 LF (TOTAL) 6" HDPE @
MIN 2.0% TO ROOF DRAIN
1060.80
1060.15
1062.50
1065.50
1060.80
1060.80
1063
1062.75
OH
P
1065.16
OHP
1061.18
(864) 855-5200
www.css-eng.com
OHP
1060.95
OH
P
1062.25
5. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND
EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
300 EAST 1ST AVENUE
EASLEY, SC 29640
PH: 678-352-0595
1061.00
4A
1060
OHP
1060.62
1060.45
4. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: TYPE 1: RCP, CLASS
III PER ASTM C-76, WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS, UNLESS
OTHERWISE NOTED
OHP
4
1064
FLUSH
1065.00
4 LF 6" HDPE @ MIN
2.0%
TO ROOF DRAIN
60.51
PIPE @ MIN 2.0%
60.60
PIPE @ MIN 2.0%
1060.25
P
1064.40
1064.50
60.60
2
10
61
1064.60
1060.56
1060.50
1062.43
1063.40
Finish Floor
Elev: 1049.16'
Finish Floor
Elev: 1061.18'
1061.18
19 LF 6" HDPE @ MIN
2.0% TO ROOF DRAIN
10
6
SH
FLU
1064.70
1064.90
PIPE @ MIN 2.0%
60.51
3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
OHP
1063.15
1063.09
1064.30
1064.70
60.51
1061
1065.65
1060
OH
TC: 1064.50
BC: 1064.00
60.51
1060.51
2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS
OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN
THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72
HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE
PLANS.
CHURCH
OHP
OHP
alk
Ex. Concrete Sidew
1065.85
4B
1064.14
1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES
INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES
ARE TO BE REMOVED TO THE RIGHT-OF-WAY.
20 LF (TOTAL) 6" HDPE
@ MIN 2.0% TO ROOF
DRAIN
Finish Floor
Elev: 1065.85'
1065.85
1065.85
TRANSITION FROM
ASPHALT FLUSH WITH
SIDEWALK TO
ASPHALT 6" BELOW
TOP OF SIDEWALK
SITE GRADING NOTES
Finish Floor
Elev: 1065.89'
PREPARED FOR:
Finish Floor
Elev: 1065.85'
GRADING PLAN
CONTRACTOR SHALL COMPLY COMPLETELY WITH
THE LATEST STANDARDS OF OSHA DIRECTIVES OR
ANY OTHER AGENCY HAVING JURISDICTION FOR
EXCAVATION AND TRENCHING PROCEDURES. THE
CONTRACTOR SHALL USE SUPPORT SYSTEMS,
SLOPING, BENCHING AND OTHER MEANS OF
PROTECTION. THIS IS TO INCLUDE, BUT NOT
LIMITED FOR ACCESS AND EGRESS FROM ALL
EXCAVATION AND TRENCHING. CONTRACTOR IS
RESPONSIBLE FOR COMPLYING WITH
PERFORMANCE CRITERIA AS REQUIRED BY OSHA.
PLEASE CONTACT THE CITY OF EASLEY'S STOMRWATER
MANAGEMENT DEPARTMENT AT LEAST 3 DAYS PRIOR
TO INITIATION OF LAND DISTRUBING ACTIVITY
THE CITY OF EASLEY
STORMWATER MANAGEMENT DEPARTMENT
205 N. 1ST ST
EALSEY, SC 29640
PH: 864-855-7940
EMAIL: [email protected]
FAX: 864-307-0008
27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED
FOR INSPECTION AND TESTING OF SOILS DUE TO FAILURE TO COMPLY WITH THE
MINIMUM REQUIREMENTS OF THE SOILS REPORT.
28. ALL GRADING OPERATIONS SHALL BE STAKED BY A REGISTERED CIVIL ENGINEER OR
LICENSED LAND SURVEYOR APPROVED BY THE OWNER.
29. UPON COMPLETION OF THE GRADING, THE SOILS ENGINEER SHALL PROVIDE OWNER
WITH A LETTER INDICATING THAT THE SITE AND BUILDING PAD WERE PREPARED IN
DIRECT CONFORMANCE WITH THE RECOMMENDATIONS AND CONCLUSIONS IN THE SOILS
REPORT.
O HP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OH
OH P
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
26. COMPACTION TESTS SHALL BE DONE FOR EACH TWO FEET OF FILL, BUT NOT LESS
THAN ONE TEST FOR EVERY 500 CUBIC YARDS, OR MORE FREQUENTLY IF REQUIRED BY
THE GEOTECHNICAL ENGINEER.
EASLEY, SC 29640
OH
25. COMPACTION SHALL BE DONE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT
AND ON-SITE GEOTECHNICAL ENGINEERS RECOMMENDATIONS.
OH
P
1063.05
24. NO FILL SHALL BE PLACED PRIOR TO APPROVAL OF THE SUBGRADE BY THE
GEOTECHNICAL ENGINEER.
P
CONNECT TO STORMDRAIN
INV (6"): 1055.35
INV (24"); 1054.60
NEW FACILITIES FOR
CHURCH
OH
P
1061.85
R
Know what's
0
20
SCALE: 1" = 20'
40
60
Date:
02-27-14
Drawn:
RSM
Checked:
GDH
C-5.0
ISSUED
THEN BE ARRANGED.
WASHOUT DETAIL.
PRELIMINARY
OHP
10
61
OHP
OHP
OHP
OHP
60
10
OHP
P
OH
P
SF
1062
OH
P
OH
P
OH
P
OH
SF
1065
1061
IP
LIMITS OF
DISTURBANCE
(+/- 1.47 ACRES)
P
OH
P
OH
P
OH
SF
SF
IP
P
OH
P
OH
SF
SF
1063
1061
HP
IP
O
P
OH
1060
SF
OH
P
OH
SF
P
SF
P
IP
OH
P
OH
SEQUENCE OF CONSTRUCTION- PHASE 2:
1. MAINTAIN SILT FENCE AND INLET PROTECTION WHERE PREVIOUSLY
INSTALLED.
2. BEGIN GRADING ACTIVITIES SO THAT THE BUILDING PAD IS
ESTABLISHED IN PHASE 2. INSTALL STORMDRAIN AS GRADING
ACTIVITIES ALLOW AND INSTALL INLET PROTECTION AS NECESSARY.
OF THE STATE.
BY THE PERMIT.
IMMEDIATELY.
REQUIREMENTS.
SF
LEGEND
SF
OH
SF
P
OH
SF
SILT FENCE, TYP.
STORM DRAIN INLET
STORM DRAIN MANHOLE
OH
P
SILT
FENCE,
TYP.
OH
P
SF
IP
P
SF
OH
P
OH
P
OH
P
OH
P
1061
SF
OH
1062
SF
P
P
OH
SF
(864) 855-5200
www.css-eng.com
P
60
OH
1064
P
OH
10
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
STORM DRAIN PIPE
EASLEY, SC 29640
SF
PROPOSED
BUILDING PAD
NEW FACILITIES FOR
CHURCH
SF
1064
IP
EROSION & SEDIMENT
SF
IP
NOT FOR
CONSTRUCTION
300 EAST 1ST AVENUE
EASLEY, SC 29640
PH: 678-352-0595
2
OHP
6
10
OHP
63
10
OHP
SF
1061
OHP
SF
OHP
OHP
OHP
alk
Ex. Concrete Sidew
LIMITS OF
DISTURBANCE
(+/- 1.47 ACRES)
IP
PRACTICABLE.
OF THE STATE.
REQUIRED.
SCR100000.
DISCHARGES.
OTHERWISE.
CONTENTS.
CHURCH
PREPARED FOR:
SILT FENCE,
TYP.
COMMENT
REVISIONS
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OH
OHP
OHP
P
OH
P
OH
P
R
Know what's
0
20
SCALE: 1" = 20'
40
60
Date:
02-27-14
Drawn:
RSM
Checked:
GDH
C-5.1
ISSUED
THEN BE ARRANGED.
WASHOUT DETAIL.
PRELIMINARY
OHP
10
6
10
1
62
OHP
SF
IP
OHP
1060
OHP
1063
OHP
OHP
SF
1064
IP
OHP
SF
P
OH
P
NEW
EDUCATIONAL
BUILDING
(3-FLOORS)
P
OH
P
OH
P
OH
P
GROUND
FINISHED FLOOR
ELEV: 1061.18
SF
IP
P
OH
SF
IP
LIMITS OF
DISTURBANCE
(+/- 1.47 ACRES)
OH
OH
P
OH
SF
SF
1062
60
10
P
OH
P
OH
SF
SF
1063
1061
HP
IP
O
P
OH
1060
OF THE STATE.
BY THE PERMIT.
IMMEDIATELY.
REQUIREMENTS.
P
P
OH
SF
IP
P
OH
1061
LEGEND
SF
OH
P
P
OH
SF
SILT FENCE, TYP.
STORM DRAIN INLET
STORM DRAIN MANHOLE
STORM DRAIN PIPE
SF
OH
P
OH
P
OH
P
SF
OH
P
OH
P
SF
OH
P
SILT
FENCE,
TYP.
OH
P
SF
OH
SF
SF
IP
P
SF
OH
P
OH
P
OH
SF
OH
P
P
10
62
1063
64
10
SF
OH
P
SF
1061
OH
1. MAINTAIN SILT FENCE AND INLET PROTECTION WHERE PREVIOUSLY
INSTALLED AND INSTALL ADDITIONAL SILT FENCE AS ILLUSTRATED.
2. BEGIN CONSTRUCTION OF BUILDING AS PAD GRADE IS ACHIEVED.
INSTALL UTILITIES AS GRADING ACTIVITIES ALLOW.
3. COMPLETE GRADING ACTIVITIES. PAVE AND INSTALL CURB AND
GUTTER WHERE ILLUSTRATED. AS PAVEMENT TIES IN TO EXISTING
PAVEMENT, SILT FENCE THAT WAS PLACED AT EDGE OF SAWCUT LINE
CAN BE REMOVED.
4. INSTALL ANY NECESSARY PLANTS, LANDSCAPING, AND PERMANENT
VEGETATION.
5. ONCE SITE IS STABILIZED, REMOVE ALL TEMPORARY EROSION
CONTROL MEASURES (80% STABILIZATION IS REQUIRED PRIOR TO
PROJECT BEING CLOSED OUT AND CERTIFICATE OF OCCUPANCY
BEING GRANTED AND AN NOT NEEDS TO BE SUBMITTED TO COE).
OH
P
OH
P
OH
P
SILT FENCE TO BE
UTILIZED WHEN WATER
SERVICE LINE IS
CONSTRUCTED
SF
P
R
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
P
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OH
OHP
SF
OH
OHP
OHP
EASLEY, SC 29640
1062
SF
1061
SEQUENCE OF CONSTRUCTION - PHASE 3:
NEW FACILITIES FOR
CHURCH
P
OH
EROSION & SEDIMENT
SF
OH
P
OHP
(864) 855-5200
www.css-eng.com
P
OH
106
5
OHP
NOT FOR
CONSTRUCTION
300 EAST 1ST AVENUE
EASLEY, SC 29640
PH: 678-352-0595
1061
LIMITS OF
DISTURBANCE
(+/- 1.47 ACRES)
IP
OHP
SF
OHP
OHP
SF
OHP
OHP
OHP
alk
Ex. Concrete Sidew
1060
PRACTICABLE.
OF THE STATE.
REQUIRED.
SCR100000.
DISCHARGES.
OTHERWISE.
CONTENTS.
CHURCH
PREPARED FOR:
SILT FENCE,
TYP.
COMMENT
REVISIONS
Know what's
0
20
SCALE: 1" = 20'
40
60
Date:
02-27-14
Drawn:
RSM
Checked:
GDH
C-5.2
1' MIN
2' MAX
DROP INLET WITH
GRATE
BLOCK AND GRAVEL DROP INLET PROTECTION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND
WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE
STRUCTURE. AS SHOWN IN DETAIL ONE BLOCK IS PLACED ON EACH SIDE OF THE STRUCTURE ON ITS
SIDE IN THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT
LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN. THE BOTTOM ROW OF BLOCKS ARE
PLACED AGAINST THE EDGE OF THE STORM DRAIN FOR LATER SUPPORT AND TO AVOID WASHOUTS
WHEN OVERFLOW OCCURS. IF NEEDED, LATERAL SUPPORT MAY BE GIVEN TO SUBSEQUENT ROWS BY
PLACING 2" X 4" WOOD STUDS THROUGH BLOCK OPENINGS. HARD WARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2 INCH OPENINGS SHALL BE FITTED OVER ALL BLOCK OPENINGS TO HOLD GRAVEL
IN PLACE. CLEAN GRAVEL SHOULD BE PLACED 2 INCHES BELOW THE TOP OF THE BLOCKS ON A 2:1
SLOPE OR FLATTER AND SMOOTHED TO AN EVEN GRADE. DOT #57 WASHED STONE IS
RECOMMENDED.
FLAT-BOTTOM TRENCH DETAIL
V-SHAPED TRENCH DETAIL
INSPECTION AND MAINTENANCE:
INSPECT, CLEAN, AND PROPERLY MAINTAIN INLET PROTECTION EVERY
CALENDAR WEEK AND AFTER EVERY STORM UNTIL THE PROPERTY IS
STABILIZED AND ALL TEMPORARY EROSION CONTROL DEVICES ARE REMOVED.
REMOVE ANY SILT THAT HAS COLLECTED AROUND INLET PROTECTION.
BLOCK AND GRAVEL
DROP INLET PROTECTION
COMMENT
PREPARED FOR:
STABILIZED CONSTRUCTION ENTRANCE
INSPECTION AND MAINTENANCE:
INSPECT, CLEAN, AND PROPERLY MAINTAIN
INLET PROTECTION EVERY CALENDAR WEEK
AND AFTER EVERY STORM UNTIL THE
PROPERTY IS STABILIZED AND ALL TEMPORARY
EROSION CONTROL DEVICES ARE REMOVED.
REMOVE ANY SILT THAT HAS COLLECTED
AROUND INLET PROTECTION.
2
4
5
1
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF
BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES
APPROXIAMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY
SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF THE BLANKET BACK OVER SEED AND COMPACTED SOIL.
SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE
WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH THE APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN
APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING ON BLANKET
TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP)
EVEN WITH THE COLORED SEAM STITCH ON TEH PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIAMTE 3"
(7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH.
EASLEY, SC 29640
FINE WIRE MESH
(864) 855-5200
www.css-eng.com
TEMPORARY
SEDIMENT
POOL
NOT FOR
CONSTRUCTION
300 EAST 1ST AVENUE
EASLEY, SC 29640
PH: 678-352-0595
SILT FENCE INSTALLATION
PRELIMINARY
NEW FACILITIES FOR
CHURCH
CLEAN DRAIN ROCK.
2:1 GRAVEL SLOPE
CHURCH
FABRIC ATTACHMENT DETAIL
ISSUED
CONCRETE BLOCK
EROSION CONTROL
DETAILS
FINE WIRE MESH
PRACTICABLE.
OF THE STATE.
REQUIRED.
SCR100000.
DISCHARGES.
OTHERWISE.
REVISIONS
NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6"
(15cm) MAT BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
Date:
02-27-14
Drawn:
RSM
Checked:
GDH
C-5.3
EASLEY, SC 29640
NEW FACILITIES FOR
CHURCH
EROSION CONTROL
DETAILS
300 EAST 1ST AVENUE
EASLEY, SC 29640
PH: 678-352-0595
CHURCH
PREPARED FOR:
(864) 855-5200
www.css-eng.com
PRELIMINARY
NOT FOR
CONSTRUCTION
Date:
02-27-14
Drawn:
RSM
Checked:
GDH
C-5.4
ISSUED
COMMENT
REVISIONS

300 east first avenue easley, sc 29640 site development plans for

Transcription

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