HomeMy Public PortalAboutSILVER AV_4 2OF3.pdfTHIS DRAWING AND ALL REPRODUCIBLE COPIES OF THIS I... WING ARE THE
PROPERTY OF DAVIS ENGINEERING, INC. REPRODUCTION OR ALTERATIONS OF
THIS DRAWING WITHOUT THE WRITTEN CONSENT OF DAVIS ENGINEERING, INC.
IS NOT PERMITTED.
DEVELOPMENT SUMMARY:
ZONING DISTRICT: C -1 (C)
TOTAL ACREAGE: 0.28 ACRE
NUMBER OF DWEWNG UNITS: 6
GROSS DENSITY: 22 UNITS /ACRE
PROPOSED BUILDING/
IMPERVIOUS AREA (51%)
POROUS PAVING AREA (7 %)
PROPOSED GREENSPACE AREA (42 %)
0.14 ACRES
0.02 ACRES
0.12 ACRE
TOTAL ACREAGE: (100%)
DUSTING BUILDING & PAVEMENT AREA (4 %)
EXISTING GREENSPACE AREA: (96%)
0.28 ACRE
0.01 ACRES
0.27 ACRE
TOTAL ACREAGE: (100%)
0.28 ACRE
TOTAL SITE ACREAGE: 0.28 ACRE
TOTAL NO. UNITS: 6
ZONING DISTRICT: C -1 (C)
100 —YEAR FLOOD — 135164 0002C, DATED JUNE 17, 1986
ZONE A8 — 14, WITHIN THE 100 —YEAR FLOOD ZONE
MIN. FINISHED FLOOR 14.0 ACCORDING TO TOPOGRAPHIC
SURVEY BY BERT BARRETT, JR.
WATER & SEWER — PROVIDED BY CITY OF TYBEE ISLAND.
STORM DRAINAGE — DISCHARGE INTO EXISTING
CITY OF TYBEE ISLAND DRAINAGE SYSTEM.
THE SOILS TYPE FOR THIS SITE
Cue (Chiplay Urban land Complex)
BASED ON THE USDA SOILS SURVEY OF CHATHAM COUNTY.
PLAT OF PORTIONS OF LOT 4 & 5, OF A SUBOMSION OF
BEACH LOT 101 AND A PORTION OF LOT 4 OF A SUBOMSION
OF BEACH LOT 102, WARD 5, TYBEE ISLAND, GEORGIA
BY
BERT BARRETT, JR.
LAND SURVEYING, P.C.
145 RUNNER ROAD
SAVANNAH, GA. 31410
(912) 897 -0661
THIS SURVEY IS REPRESENTATIVE OF THE DATE SHOWN.
SHOULD THE PROJECT BE POSTPONED THE TOPOGRAPHIC
SURVEY SHOULD BE UPDATED.
SAN. M.H.
TOP 11.83
I.E.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION OF VISIBLE ABOVE GROUND FEATURES AND
INFORMATION PROVIDED BY THE CITY OF TYBEE ISLAND.
NEITHER THE SURVEYOR NOR THE ENGINEER GUARANTEE (WARRANTY,
CERTIFY, ETC...) THAT ALL UNDERGROUND UTILITIES AND OTHER SUBSURFACE
INSTALLATIONS IN THE AREA, EITHER IN SERVICE OR ABANDONED. ARE SHOWN.
NOR DO THEY WARRANT THAT THE UNDERGROUND UTILITIES AND OTHER
SUBSURFACE IMPROVEMENTS SHOWN ARE fN THE EXACT LOCATION INDICATED.
THE SURVEYOR HAS MADE NO ATTEMPT TO LOCATE OR SHOW UNDERGROUND
ELECTRIC, TELEPHONE, CABLE, GAS OR OTHER UTILITIES OTHER THAN WATER,
DRAINAGE AND SEWER.
BENCHMARK
TOP OF RE -BAR
EL. 11.53 NGVD 29
BUTLER AVENUE 80' R/W
PRIOR TO BEGINNING ANY CONSTRUCTION, DIRECTIONAL BORING, MECHANIZED
EXCAVATION, CLEARING, GRADING, EXCAVATION, LAND DISTURBING ACTIVITY
OF ANY TYPE, ETC.... NOTIFY THE UTILITIES PROTECTION CENTER AT
1 -800- 282 -7411. NOTFICATON MUST BE GIVEN IN ACCORDANCE WITH GEORGIA
LAW. THE TICKET IS GOOD FOR THE DURATION STATED BY THE UTILITIES
PROTECTION CENTER. T SHALL BE RENEWED BY THE CONTRACTOR AS
NECESSARY FOR THE DURATION OF THE WORK. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATING WITH UTILITY COMPANIES FOR FIELD
LOCATIONS OF UTIL TIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTION OF LTLITES DURING CONSTRUCTION. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR COMPLIANCE WITH THE "HIGH VOLTAGE SAFETY ACT'
WHICH GOVERNS ACTIVITIES NEAR HIGH VOLTAGE POWER UNES. THE
NOTIFICATION PROCEDURE SHALL BE THE SAME AS STATED ABOVE. IN THE
EVENT OF DAMAGE, BOTH THE "UPC AND THE AFFECTED UTILITIES SHALL BE
CONTACTED BY THE CONTRACTOR. ALL NON - EMERGENCY WORK SHALL BE
HALTED IMMEDIATELY UNTIL THE DAMAGE IS REPAIRED TO THE SATISFACTION
OF THE UTILITY OWNER AND ALL OTHER GOVERNING AUTHORITIES.
SILVER AVENUE 20' R/W
S.:$ Yoo'0
i
o'
•
242.94' A •■, 1• h
S 71'00'00' E O
0
O
UTI
L
I0
10
to
I
10.0'
10.0
O
O
01
PROPOSED 10' B.S.L
EXISTING 20' B.S.L
5
I_ 10.0'
O
10
I o S 71'00'00" E
N
05' A'
8.31
EXISTING 20' B.S.L
PROPOSED 10' B.S.L.
O
O
O
0
o
0.0
STORM WATER
DETENTION AREA
10' B.S.L
21.77
INHABIT
F. FL 18.8
F. FL 9.8
ADJACENT EL
BUILDING E
) T
0y
PIT
j0
I p T • 0�
qj
0) IA
L 0 T
10.0'
Io
IO
0
co
Z
THE MAINTENANCE OF THE STORM WATER
DETENTION FACIUTY SHALL BE THE
RESPONSIBILITY OF THE PROPERTY OWNER(S).
THE PROPERTY OWNER(S) SHALL GRANT THE
CITY OF TYBEE ACCESS TO THE STORM
WATER DETENTION FACIUTY FOR INSPECTION
AND WATER DUALITY MONTORING.
3
R.B.S
PARKING
or" M ER (TYP),
4) h1
A
42
DEPRESSED CU': •NC.
SEVENTEENTH STR
4 PARKING SPACES
TO BE ELIMINATED.
NO WORK SHALL BE DONE IN THE ADJACENT R.O.W.'S
AND EASEMENTS WITHOUT ALL REQUIRED APPROVALS
AND PERMITS OF ALL GOVERNING AGENICES, AUTHORITIES,
BODIES, ETC... INCLUDING BUT NOT UNITED TO
THE CITY OF TYBEE ISLAND.
ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN
ACCORDANCE TO THE CRY OF SAVANNAH'S LATEST CONSTRUCTION
SPECIFICATION AND DETAILS. THE ,ITY OF SAVANNAH HAS NO AUTHORITY ON
THIS PROJECT. THE SPECIFICATIONS AND DETAILS ARE USED AS THEY ARE
A GENERAL STANDARD IN OUR AREA.
THE ONLY EXTERIOR LIGHTING PROPOSED IS RESIDENTIAL STYLE
HAVE MOUNTED AND COACH STYLE WALL MOUNTED UGHTS.
NO WORK SHALL BE DONE IN THE R.O.W'S WITHOUT ALL REQUIRED
APPROVALS AND PERMITS OF ALL GOVERNING AGENCIES, AUTHORITIES,
BODIES, ETC.... INCLUDING BUT NOT UNITED TO THE CITY OF TYBEE ISLAND.
ALL CORNERS ARE 1/2" RE -BARS
FOUND UNLESS OTHERWISE NOTED.
R.B.S. = 1/2' RE -BAR SET
20
20
11111111111 1
GRAPHIC SCALE - FEET
4D
60
I I
SAN. M.H. '- UI
TOP 9.09 f 12° R.C.P.
I.E. 4.77
GRATE INLET
TOP 8.26
I.E. 5.91
EXISTING WATER LINE
GRATE INLET
TOP 8.35
I.E. 5.80
DENOTES PROPOSED
POROUS PAVING
TO THE BEST OF MY KNOWLEDGE, THESE
PLANS MEET THE PROVISIONS AND STANDARDS
OF THE FLOOD DRAINAGE PREVENTION
ORDINANCE FOR THE CRY.
OWNER, DEVELOPER/
24 HOUR CONTACT
GREGORY CHU
7726 JOHNNY MERCER BLVD
SAVANNAH, GA 31410
PHONE: (912) 897 -7795
FAX: (912) 898 -9947
ATLANTIC AVENUE
2
IZLAR AVENUE
SILVER AVENUE
j
SEVENTEENTH STREET
VICINITY MAP
NES
SITE
OFF- STREET PARKING SUMMARY:
PARKING REQUIRED:
6 UNITS 0 2 SPACES /UNIT 6X2 - 12 SPACES REQUIRED
PARKING PROVIDED: 2 SPACES PER DWEWNG UNIT IN DRIVES AND
AND BENEATH BUILDINGS.
PARKING PROVIDED: 12 STANDARD SPACES
ALL UNITS TO BE SERVED BY INDMDUAL ROLL-OUT
WASTE RECEPTACLES.
DRAWING INDEX
SHEET NUMBER DESCRIPTION
Cl SITE PLAN
C2 PAVING, GRADING, DRAINAGE & SOIL EROSION
CONTROL PLAN
C3 UTILITY PLAN
C4 LEGEND, NOTES i DETAILS
C5 DETAILS
C6 SOIL EROSION IN SEDIMENT CONTROL DETAILS
TOPOGRAPHIC SURVEY BY BERT BARRETT, JR.
LAND SURVEYING, P.C.
THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF
PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED.
REVISED: 9 -10-02 PER REVIEW
SITE PLAN
SILVER & 17th AVENUE CONDOMINIUMS
PORTIONS OF LOT 4 IN 5, OF A SUBDMSION OF
BEACH LOT 101 AND A PORTION OF LOT 4 OF A SUBOMSION
OF BEACH LOT 102, WARD 5, TYBEE ISLAM, GEORGIA
ADDRESS: SEVEN 17th AVENUE PIN: 4- 0008 -06 -005
SILVER AVENUE PIN: 4- 0008 -06 -013
FOR
GREGORY CHU
DAVIS ENGINEERING ,INC.
1131 sElNnmrNp� sort C
SN283 -7 . OF011•p 71406
TEE: •12- Sn6 -)]tt E , •12 -152 -1)17
EWA, OM bQAIIIET
DRAWN: DS IN u
DESIGN: DD.
OB NO 202
DIECKED: S.D.
SEPTEMBER 3. 2002
C1
THIS DRAWING AND ALL REPRODUCIBLE COPIES OF THIS DRAWING ARE THE
PROPERTY OF DAVIS ENGINEERING, INC. REPRODUCTION OR ALTERATIONS OF
THIS DRAWING WITHOUT THE WRITTEN CONSENT OF DAVIS ENGINEERING, INC.
IS NOT PERMITTED.
GRADING /DRAINAGE NOTES:
1. SITE DRAINAGE SHALL BE ESTABUSHED AT COMMENCEMENT OF GRADING
TO PREVENT ANY PONDED WATER AND TO ALLOW FOR POSITIVE DRAINAGE.
2. STORM WATER DETENTION BASINS SHALL BE EXCAVATED FIRST WITH
GRADING PROGRESSING UPSTREAM TO ESTABLISH SUOGRADE ELEVATIONS
OF DRAINAGE PATTERNS SHOWN ON PLANS. DRAINAGE PATTERNS SHOWN
SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION.
SOIL EROSION CONTROL DEVICES AND TREE PROTECTION FOR PRESERVED
TREES MUST BE IN PLACE PRIOR TO CONSTRUCTION.
SILT FENCE TO BE INSTALLED AROUND
PERIMETER OF THE PROJECT. INSIDE OF PROPERTY
UNE WITH OPENING ONLY AT CONSTRUCTION ENTRANCES.
INSTALL INLET SEDIMENT TRAPS (542) AROUND ALL OF
THE STORM SEWER INLETS, MANHOLES & OTHER STRUCTURES
WITH OPENINGS INTO PIPES OR DITCHES.
ALL EXCAVATION SHALL BE ACCOMPUSHED BY REMOVING
MATERIALS BY DRAGUNE, BACK HOE OR TRACK HOE.
THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL
OF ALL TREES & VEGETATION REQUIRED FOR THE
PROPOSED IMPROVEMENTS.
SOIL EROSION CONTROL NOTES:
1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY
THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES
AND PRACTICES PRIOR TO, OR CONCURRENT WITH. LAND- DISTURBING
ACTIVITIES.
2. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF
FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR
EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT
THE SEDIMENT SOURCE.
3. SOIL EROSION AND SEDIMENT CONTROL PROCEDURES SHALL COMPLY
WITH THE EROSION AND SEDIMENT ACT OF 1975. FOR EXPLANATION
CONCERNING DETAILS AS SHOWN ON THESE PLANS, REFER TO ?MANUAL
FOR EROSION AND SEDIMENT CONTROL IN GEORGIA? PUBLISHED BY THE
STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA. ALL
ITEMS UNDER THE CATEGORY OF SOIL EROSION & SEDIMENT CONTROL
SHALL BE PAID FOR IN THE LUMP SUM PRICE FOR GRADING.
4. ONLY CLEAR AREAS AS THEY ARE TO BE WORKED ON TO MINIMIZE
AREAS OF UNSTABIUZED (DISTURBED) SURFACE. STABIUZE ALL
DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION IN THOSE
AREAS OR WHEN NO WORK IS IMMEDIATELY PLANNED. SLOPES ARE
EXPECTED TO BE STABIUZED IMMEDIATELY UPON DISTURBANCE DUE TO
THE HIGH EROSION POTENTIAL. THIS SHALL BE ACCOMPUSHED BY BOTH
TEMPORARY GRASSING DURING CONSTRUCTION AND PERMANENT
GRASSING AT COMPLETION.
5. SEDIMENTATION BASINS SHALL BE CONSTRUCTED IN CONJUNCTION
WITH CLEARING AND PRIOR TO ANY OTHER SITE WORK.
6. ALL GRADED AREAS SHALL BE GRASSED, LANDSCAPED OR OTHERWISE
STABIUZED TO ENSURE PERMANENT STABILIZATION OF SOIL SURFACE.
7. ALL DEWATERING FOR EXCAVATION SHALL BE DISCHARGED INTO SUMPS
TO ALLOW SEDIMENTATION TO OCCUR PRIOR TO RUNOFF LEAVING THE
SITE.
THE OWNER AND OPERATOR SHALL EACH OBTAIN
A COPY OF THE "MANUAL FOR SEDIMENT CONTROL IN
GEORGIA" FIFTH EDITION 2000 BY THE GEORGIA SOIL
AND WATER CONSERVATION COMMISSION.
P.O. BOX 8024
LEXINGTON ROAD
ATHENS, GA 30603
(706) 542 -3065
(706) 542 -4242 fax
www.ganeLorg /gswcc
ONE COPY MUST BE KEPT ONSITE AT ALL TIMES.
THE SOILS TYPE FOR THIS SITE
Cuc (Ch'IPley Urban Land Complex)
BASED ON THE USDA SOILS SURVEY OF CHATHAM COUNTY.
PLAT OF PORTIONS OF LOT 4 & 5, OF A SUBDIVISION OF
BEACH LOT 101 MID A PORTION OF LOT 4 OF A SUBDMSION
OF BEACH LOT 102, WOAD 5, TYBEE ISLAND, GEORGIA.
BY
BERT BARRETT, JR.
LAND SURVEYING, P.C.
145 RUNNER ROAD
SAVANNAH, GA. 31410
(912) 897 -0661
THIS SURVEY IS REPRESENTATIVE OF THE DATE SH:FAN.
SHOULD THE PROJECT BE POSTPONED THE TOPOGRAPHIC
SURVEY SHOULD BE UPDATED.
BENEATH THE SIDEWALK, CURB & GUTTER AND OTHER R.O.W. IMPROVEMENTS,
SUB -BASE SHALL BE A MINIMUM OF TWELVE (12") INCHES OF GRANULAR
MATERIAL COMPACTED TO A ONE HUNDRED (100%) PERCENT STANDARD
PROCTOR DENSITY. ADDITIONAL LIFTS BELOW THE FIRST TWELVE (12') INCHES
SHALL BE COMPACTED TO NINETY -FIVE (95%) PERCENT STANDARD PROCTOR OR
GREATER. ALL ROADS SHALL BE PROOF ROLLED AND WITNESSED BY A
REPRESENTATIVE OF THE COUNTY ENGINEERING AND INSPECTION DEPARTMENT
PRIOR TO THE BASE MATERIAL BEING PLACED. ALL UNACCEPTABLE MATERIAL
SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIAL
THESE PLANS ARE BASED ON THE BUILDING FOUNDATION TO BE
SLAB -ON -GRADE AND TO TURN DOWN BENEATH THE PROPOSED GROUND
SURFACE TO SUFFICIENT DEPTH AS REQUIRED BY BUILDING DESIGNER AND ALL
GOVERNING CODES.
ALL EXISTING SLABS. WALKS, DRIVES,
STRUCTURES, WELLS, ETC... TO BE
REMOVED.
MAINTAIN GUI I EN UNE / INVERT
THROUGHOUT DRIVE.
FOUR EXISTING ON STREET PARKING
SPACES TO BE ELIMINATED. REMOVAL
OF METERS AND STRIPING TO BE AS
DIRECTED BY THE CITY OF TYBEE..
REMOVE EXISTING CURB /PAVEMENT. SAWCUT TO
NEAT EDGE & MATCH EXISTING GRADES,
NO SLOPE SHALL EXCEED 5:1
SODDING IS RECOMMENDED FOR ALL
SHOULDERS AND ALL SLOPES
STEEPER THAN 5:1
MAINTAIN EXISTING GRADES
AT ADJACENT PROPERTY LINES.
FILL/GRADE AS REQUIRED FOR
DRAINAGE PATTERN SHOWN.
SOD ALL UNPAVED AREAS
ALL DISTURBED AREAS SHALL BE RESTORED TO
EXISTING GRADES. UNLESS OTHERWISE NOTED.
MINIMUM FINISHED FLOOR OF GARAGE /CARPORT
ELEVATIONS ARE SHOWN.
FROM BUILDING. PAVEMENT, CURB, ETC.... PROVIDE 4'
MINIMUM SHOULDER 0 1.0% & SLOPE FROM EDGE OF
SHOULDER TO NATURAL GROUND OR PROPOSED FINISHED
GRADE 05:1 MAXIMUM SLOPE UNLESS OTHERWISE SHOWN (TYP.)
SAN. M.H.
TOP 11.83
I.E.
BENCHMARK
TOP OF RE -BAR
EL. 11.53 NGVD 29
BUTLER AVENUE 80' R/W
242.94' k \\
S 71'00'00" E
SILVER AVENUE 20' R/W
S..
00'0
S
ti
0'
SOD SHALL BE PLACED A MINIMUM OF
2' EACH SIDE OF THE SWALE WHERE
CROSSING THE LANDSCAPING STRIPS
BETWEEN DRIVES.
O
O
O II
I I_
4.0
0
LOWEST I : 'TABLE
_
F. FL 19 8 MSL
0 CARPORT F. 10.8 MSL
110 AVERAGE r ENT E_EV. 10.6
IDdID63I Du �op1 _,MAXIMUM BUILDING ENVELOPE-..-
(TYP•) to c ACCESS TO REAR YARD FROM
GARAGE/CARP)RT TO BE
L 0 T.�I 4 RESTRICTED TI STEPS. SEE
PLAN BY 0TH RS.
PROVIDE V BOTTOM SWALE
0 5:1 MAX. SIDE SLOPE
WITH 0.5' MINIMUM DEPTH.
0
/19.00'
FG9.4 0L1_ ..S
9. O LAP
rFG0 _ __
0
1
1900' FG9 4 o S 71"00'00" E
FG9.0�\ oi4J /cbh 8.31'
5:1 MAX. SLOPE
2.5' OFF PROPERTY
U PIT
PROVIDE V BOTTOM SWALE 0 5:1 MAX.
SIDE SLOPES WITH 0.5' MINIMUM DEPTH.
D82
Ds3 Du
(TYP.)
�•FG900k STORM WATER AREA
I _ _ 10_e.S.L
�.Q 5: MAX. SLOPE
of
FG9.
I
FG9
PROVIDE V BOTTOM SWALE
0 5:1 MAX. SIDE SLOP
WITH 0.5' MINIMUM DEPTH.
GRADE THIS AREA AS O i
SHOWN. THIS AREA TO A Zb SERVE AS EMERGENCY R
OVERFLOW. FOR STORAF
WATER DETENTION AREA
FG9.
FG9.
0
21.77
ay
LO >- INHIBIT
AR F. FL. 18.8
CARPO F. FL. 9.8
AVERAGE ADJACENT EL
MAXI IM BUILDING E
y
21.77
'4'
SL
SL
9.8
LOPE
IV
FLAT BOTTOM SWALE 0 5:1 MAXIMUM
SIDE SLOPE WITH 0.5' MINIMUM DEPTH.
(TYP.) SEE DETAIL THIS PAGE.
Dal Ds3 Du
(TYP.)
T 3
-CONSTRUCT BERM
ALONG OUTFALL
SWALE. SEE DETAIL
0
m
0
O
W
09' M ER (TYP)$ I.E. 5.91
4,- , co
EXISTING WATER LINE
PARKING
GRATE INLET
TOP 8.26
'5,
TRANSITION IN 6.5'
AT 1:12 MAX SLOPE.
CONSTRUCT TO
HANDICAPPED RAMP
STANDARDS.
THE UNDERGROUND UULTDES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION OF VISIBLE ABOVE GROUND FEATURES AND
INFORMATION PROVIDED BY THE CITY OF TYBEE ISLAND.
NEITHER THE SURVEYOR NOR THE ENGINEER GUARANTEE (WARRANTY,
CERTIFY, ETC...) THAT ALL UNDERGROUND UTILITIES AND OTHER SUBSURFACE
INSTALLATIONS IN THE AREA EITHER IN SERVICE OR ABANDONED, ARE SHOWN.
NOR DO THEY WARRANT THAT THE UNDERGROUND UTILITIES AND OTHER
SUBSURFACE IMPROVEMENTS SHOWN ARE IN THE EXACT LOCATION INDICATED.
THE SURVEYOR HAS MADE NO ATTEMPT TO LOCATE OR SHOW UNDERGROUND
ELECTRIC, TELEPHONE. CABLE, GAS OR OTHER UTILITIES OTHER THAN WATER,
DRAINAGE AND SEWER.
PRIOR TO BEGINNING ANY CONSTRUCTION, DIRECTIONAL BORING, MECHANIZED
EXCAVATION, CLEARING, GRADING, EXCAVATION, LAND DISTURBING ACTMIY
OF ANY TYPE, ETC.... NOTIFY THE UTILITIES PROTECTION CENTER AT
1- 800 -282 -7411. NOTIFICATION MUST BE GIVEN IN ACCORDANCE WITH GEORGIA
LAW. THE TICKET IS GOOD FOR THE DURATION STATED BY THE UTILITIES
PROTECTION CENTER. IT SHALL BE RENEWED BY THE CONTRACTOR AS
NECESSARY FOR THE DURATION OF THE WORK. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATING WITH UTILITY COMPANIES FOR FIELD
LOCATIONS OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTION OF UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR COMPLIANCE WITH THE 'HIGH VOLTAGE SAFETY ACT'
WHICH GOVERNS ACTIVITIES NEAR HIGH VOLTAGE POWER UNES. THE
NOTIFICATION PROCEDURE SHALL BE THE SAME AS STATED ABOVE. IN THE
EVENT OF DAMAGE, BOTH THE UPC AND THE AFFECTED UTILITIES SHALL BE
CONTACTED BY THE CONTRACTOR. ALL NON- EMERGENCY WORK SHALL BE
HALTED IMMEDIATELY UNTIL THE DAMAGE IS REPAIRED TO THE SATISFACTION
OF THE UTILITY OWNER AND ALL OTHER GOVERNING AUTHORITIES.
8"
DEPRESSED CU 'B
NC. C 'B
SEVENTEENTH STREET 60'
REMOVE EXISTING SIDEWALK AND
CURB&GUTTER AND REPLACE WITH
6" CONCRETE DRIVEWAYS TO
R.O.W. /PROPERTY LINE. ALL
DRIVEWAYS WITHIN THE PROPERTY
TO BE POROUS CONCRETE.
MAINTAIN GUTTER / INVERT
DRAINAGE.
ALL CORNERS ARE 1/2" RE -BARS
FOUND UNLESS OTHERWISE NOTED. 40
R.B.S. = 1/2' RE -BAR SET
R/W
0
20
40
SAN. M.H.
TOP 9.09 112" R.C.P.
I.E. 4.77 - - --
TRANSITION IN 6.5'
AT 1:12 MAX SLOPE
CONSTRUCT TO HANDICAPPED
RAMP STANDARDS.
IIIIIIIIIII I I
GRAPHIC SCALE - FEET
60
GRATE INLET
TOP 8.35
I.E. 5.80
WOO
Obzwo
DENOTES PROPOSED
POROUS PAVING
TO THE BEST OF MY KNOWLEDGE, THESE
PLANS MEET THE PROVISIONS AND STANDARDS
OF THE FLOOD DRAINAGE PREVENTION
ORDINANCE FOR THE CITY.
OWNER, DEVELOPER/
24 HOUR CONTACT
GREGORY CHU
7726 JOHNNY MERCER BLVD
SAVANNAH, GA 31410
PHONE: (912) 897 -7795
FAX: (912) 898 -9947
ATLANTIC AVENUE
IZLAR AVENUE
SILVER AVENUE
SEVENTEENTH STREET
VICINITY MAP
NTS
SITE
PROPOSED
BUILDING
3.5' 0.5' 3' 2'
3:1
SLOPE
MAX.
NATURAL GRADE
TO REMAIN.
.LTLAT ora lL31
TOP BERM
ELEV. 9.6
CROSS SECTION
DETENTION OUTFALL SWALE
AND ADJACENT BERM
ALL HANDICAP SPACES, STRIPING, RAMPS, SIGNAGE ETC.? TO BE IN
ACCORDANCE WITH THE LATEST A.D.A. SPECIFICATIONS. STANDARDS,
RECOMMENDATIONS, ETC..., GEORGIA STATE FIRE MARSHALL'S OFFICE CODE
GAC 120- 3 -20 -40 OR LATER REVISION, AND THOSE OF ANY OTHER GOVERNING
AGENCIES, CODES, LAWS, ETC....
WHEELCHAIR RAMPS TO BE DEPRESSED
IN THE SIDEWALK. (TYP.)
EXPOSED AGGREGATE SURFACE SHALL BE PROVIDED ON HANDICAPPED RAMP &
ACCESS AREA OF SIDEWALK. DETECTABLE WARNING SURFACE SHALL BE
CREATED BY FLOATING RIVER GRAVEL INTO FINISHED WET CONCRETE. RIVER
GRAVEL SHALL PROTRUDE OUT OF FINISHED SURFACE 1 /8" AND BE WASHED OF
CEMENT IN ORDER TO CREATE A SURFACE OF CONTRASTING TEXTURE.
DETECTABLE WARNING SURFACES OF RAMPS, SLOPES. ACCESS AREAS, ETC.?
SHALL CONSIST OF EXPOSED AGGREGATE CONCRETE. RAMPS & SLOPES SHALL
BE PAINTED BLUE TO PROVIDE COLOR CONTRAST TO THE SURROUNDING
SURFACES.
1. A ROUGH BROOM FINISH /COARSE IEXBJRE & COLOR CHANGE SHALL BE
PROVIDED ON THE RAMP & FLARES / SIDE SLOPES.
2. A 12' WIDE BORDER WITH 1/4' GROOVES AT 3/4' CENTERS SHALL BE
PROVIDED IN THE SIDEWALK ALONG EDGES OF RAMP.
PROPOSED IMPROVEMENTS, INCLUDING BUT NOT
LIMITED TO STORMWATER DETENTION AREA AND
VOLUME MAY BE VERIFIED BY RECORD AS -BUILT
PLANS AT THE COMPLETION OF THE WORK.
PROPOSED ELEVATIONS & GRADES WITHIN BOTH
PAVED AND UNPAVED AREAS ARE CRITICAL
THE STORMWATER DETENTION AREA SHOWN ON THIS
PLAN SHALL BE SHOWN ON A PLAT AND RECORDED
TO THE SATISFACTION OF THE CRY OF TYBEE ISLAND
PRIOR TO ANY CERTIFICATES OF OCCUPATION ARE
GRANTED FOR EACH BUILDING.
THIS SHEET IS ONLY A PORTION OF THE COMPLETE SET OF
PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED.
REVISED 9 -10-02 PER REVIEW COMMENTS.
PAVING, GRADING, DRAINAGE & SOIL
EROSION CONTROL PLAN
PORTIONS OF LOT 4 & 5, OF A SUBONISION OF
BEACH LOT 101 AND A PORTION OF LOT 4 OF A SUBOMSION
OF BEACH LOT 102, WARD 5, TYBEE ISLAND. GEORGIA.
ADDRESS: SEVEN 17th AVENUE PIN: 4- 0008 -06 -005
SILVER AVENUE PIN- 4- 0008 -06 -013
LYE
GREGORY CHU
DAVIS ENGINEERING ,INC.
•3 ..m ML o.na S T WN C
1E1.: 912-313S-7212 iNL 812-152-7161
-MAIL uFiYEERNlipA0E6IETATrJEr
DRAWN: 0.5 & ILA
DESIGN: 0A
CHECKED- S.D.
JOB NO: 2020000e
SEPTEMBER 3. 2002
C2
THIS DRAWING AND ALL REPRODUCIBLE COPIES OF THIS WING ARE THE
PROPERTY OF DAMS ENGINEERING, INC. REPRODUCTION OR ALTERATIONS OF
THIS DRAWING WITHOUT THE WRITTEN CONSENT OF DAVIS ENGINEERING, INC.
IS NOT PERMITTED.
ALL WATER & SEWER LATERALS SHALL BE MARKED /FLAGGED AS
DESIGNATED BY THE CITY OF TYBEE. ALL WATER MAINS &
SERVICES AND SANITARY SEWER MAINS AND LATERALS SHALL INCLUDE
THE INSTALLATION OF A CONTINUOUS MAGNETICALLY DETECTABLE
TAPE BURIED DIRECTLY OVER THE PIPE. LABELED AT THE DIRECTION
OF THE CITY OF TYBEE.
THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO PREVENT CRIMPING
OF THE TUBING DURING HANDLING, STORAGE AND INSTALLATION. THE TUBING
SHALL HAVE AN ABSOLUTE POSITIVE CONNECTION TO THE WATER MAIN
TO PREVENT LEAKAGE. TAPS SHALL BE MADE PERPENDICULAR TO THE MAIN.
IF EXISTING WATER AND /OR SANITARY LATERALS ARE DICSOVERED
ON THIS SITE, THE CITY OF TYBEE AND THE ENGINEER SHALL BE
NOTIFIED FOR CONSIDERATION OF THEIR USE FOR THIS PROJECT.
THE CONTRACTOR SHALL NOTIFY THE CITY OF TYBEE PRIOR TO EXCAVATING
FOR THE SANITARY SEWER LATERALS. THIS IS TO ALLOW THE CRY INSPECTOR
TO BE PRESENT AT THE TIME THE SANITARY SEWER PIPE
IS EXPOSED SO THAT THE MATERIAL TYPE MAY BE IDENTIFIED.
CERTAIN MATERIAL TYPES MAY REQUIRE ADDITIONAL WORK TO
ALLOW CONNECTION OF PROPOSED SANITARY SEWER LATERALS.
PER THE GEORGIA STATE MINIMUM STANDARDS PLUMBING
CODE (1994). THE UNDERGROUND WATER SERVICE PIPE AND THE
BUILDING SEWER SHALL NOT BE LESS THAN (5 ?) FEET APART
HORIZONTALLY AND SHALL BE SEPARATED BY UNDISTURBED OR
COMPACTED EARTH UNLESS OTHERWISE APPROVED.
1" WATER SERVICES - POLYETHYLENE TUBING, LATEST REVISION, ASTM D1248,
GRADE P34, CLASS C; ASTM D2737, PE3408: ASTM 3350, CELL CLASS 335424C;
AND AWWA C901. THE TUBING SHALL BE PRESSURE CLASS 200 WITH SDR9.
MARKING OF THE TUBE SHALL INCLUDE: NOMINAL PIPE SIZE, PE 3408, SDR 9, PC
200, AWWA 901.
ALL SANITARY SEWER SERVICE PIPE SHALL BE
AT 1.0% MINIMUM GRADE. MINIMUM COVER
OVER SERVICE PIPES SHALL BE 30 ". ALL SANITARY
SEWER SERVICE & TO BE ASTM D -3034, LATEST
REVISION, INSTALLED IN ACCORDANCE WITH
ASTM D -2321, LATEST REVISION.
THE SOILS TYPE FOR THIS SITE
CMc (Chipley Urbon Land Complex)
BASED ON THE USDA SOILS SURVEY OF CHATHAM COUNTY.
PUT OF PORTIONS OF LOT 4 & 5, OF A SUBONSION OF
BEACH LOT 101 AND A PORTION OF LOT 4 OF A SUBOMSION
OF BEACH LOT 102, WARD 5, TYBEE ISLAND, GEORGIA.
BY
BERT BARRETT, JR.
LAND SURVEYING, P.C.
145 RUNNER ROAD
SAVANNAH, GA. 31410
(912) 897 -0661
THIS SURVEY IS REPRESENTATIVE OF THE DATE SHOWN.
SHOULD THE PROJECT BE POSTPONED THE TOPOGRAPHIC
SURVEY SHOULD BE UPDATED.
SAN. M.H.
TOP 11.83
I.E.
CONNECT TO EXISTING
WATER MAIN W/TAPPING
SADDLE. (TYP.)
BENCHMARK
WATER AND SANITARY SEWER MAINS IN SILVER AVE. ARE SHOWN ACCORDING TO
INFORMATION PROVIDED BY THE CITY. DUE TO THE UNCERTAINTY OF THE
LOCATION OF THE WATER MAIN IN SILVER AVENUE AN ALTERNATE WATER SERVICE
DESIGN IS SHOWN FOR UNITS FRONTING ON SILVER AVENUE.
TOP OF RE -BAR
EL. 11.53 NGVD 29
BUTLER AVENUE 8
CONNECT TO EXISTING
SANITARY SEWER PER
DETAIL S6 ON SHEET
C5. I.E. TO MATCH EXISTING
FLOWLINE. (TYP.)
INSTALL WATER METER ASSEMBLY
ASSEMBLY PER DETAIL W30. (TYP.)
SILVER AV UE 20' R/W
00'o
REMOVE & REPLACE
PAVEMENT AS NECESSARY
TO MATCH EXISTING OR PER
PAVEMENT REPLACEMENT DETAIL
ON SHEET C4, WHICHEVER IS
GREATER. (TYP.)
.0
E�XISIOG_JI ".
242.94' .0
S 71'00'00" E
4" SAN.
LATERAL
I.E. 0 BLDG.
7.90
O
O
O
la
4" SANITARY SEWER LATERAL
C) 0 1.0% MINIMUM SLOPE. (TIP.)
APPROXIMATE LOCATION OF
EXISTING 2" WATER LINE.
O
L 0 Ti
4" SAN. 1;,
LATERAL
I.E. 0 BLDG.
O
INSTALL WATER METER
ASSEMBLY PER DETAIL W30.
W30. (TIP. O
O
STORM WATER
DETENTION AREA
10B.S.L
21.77'
LO
AR
CARPO
AVERAGE
MAXIM
21.77
T INHABIT
F. FL 18.8
T F. FL 9.8
ADJACENT E
BUILDING E
4° SAN.
LATERAL 1
I.E. 0 BLDG.IV
(7) 7.90
5
IO
10
1 o S 71'00'00" E
h
10 SAN.
PIT LA TY�
O 1� 0�
I.E. 0 BLDG.
6.40
O)
2
4" SANITARY SEWER LATERAL
0 1.0% MINIMUM SLOPE. (TYP
R.B
CONTRACTOR SHALL FIELD VERIFY
THE LOCATION AND SIZE OF ALL
WATER AND SEWER MAINS IN 17th
STREET AND SILVER AVENUE.
ALTERNATE WATER SERVICE DESIGN
FOR UNITS FRONTING ON SILVER AVENUE.
3
2" VALVE & WATER
LINE SERVING WATER
METER MANIFOLD WITH
3 1' WATER METERS
PER DETAIL W16.
0 (FOR ALTERNATE WATER
O SERVICE DESIGN ONLY.)
PARKING
M TER (TYP),
0- ,N1 V
a
wv
APPROXIMATE LOCATION OF EXISTING
2" WATER SAMPLING POST. POST TO
BE RELOCATED UNDER THE DIRECTION 8"
OF THE TYBEE ISLAND WATER AND
SEWER DEPARTMENT. DEPRESSED
a
ah
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION OF VISIBLE ABOVE GROUND FEATURES AND
INFORMATION PROVIDED BY THE CRY OF TYBEE ISLAND.
NEITHER THE SURVEYOR NOR THE ENGINEER GUARANTEE (WARRANTY,
CERTIFY, ETC...) THAT ALL UNDERGROUND UTILITIES AND OTHER SUBSURFACE
INSTALLATIONS IN THE AREA, EITHER IN SERVICE OR ABANDONED, ARE SHOWN.
NOR DO THEY WARRANT THAT THE UNDERGROUND UTILITIES AND OTHER
SUBSURFACE IMPROVEMENTS SHOWN ARE IN THE EXACT LOCATION INDICATED.
THE SURVEYOR HAS MADE NO ATTEMPT TO LOCATE OR SHOW UNDERGROUND
ELECTRIC, TELEPHONE, CABLE, GAS OR OTHER UTIUTIES OTHER THAN WATER,
DRAINAGE AND SEWER.
PRIOR TO BEGINNING ANY CONSTRUCTION. DIRECTIONAL BORING, MECHANIZED
EXCAVATION, CLEARING, GRADING. EXCAVATION, LAND DISTURBING ACTIVITY
OF ANY TYPE, ETC.... NOTIFY THE UTILITIES PROTECTION CENTER AT
1 -800- 282 -7411. NOTIFICATION MUST BE GIVEN IN ACCORDANCE WITH GEORGIA
LAW. THE TICKET IS GOOD FOR THE DURATION STATED BY THE UTIUTIES
PROTECTION CENTER. R SHALL BE RENEWED BY THE CONTRACTOR AS
NECESSARY FOR THE DURATION OF THE WORK. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATING WITH UTILITY COMPANIES FOR FIELD
LOCATIONS OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTION OF UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR COMPLIANCE WITH THE "HIGH VOLTAGE SAFETY ACT"
WHICH GOVERNS ACTIVITIES NEAR HIGH VOLTAGE POWER UNES. THE
NOTIFICATION PROCEDURE SHALL BE THE SAME AS STATED ABOVE. IN THE
EVENT OF DAMAGE, BOTH THE UPC AND THE AFFECTED UTILITIES SHALL BE
CONTACTED BY THE CONTRACTOR. ALL NON- EMERGENCY WORK SHALL BE
HALTED IMMEDIATELY UNTIL THE DAMAGE IS REPAIRED TO THE SATISFACTION
OF THE UTILITY OWNER AND ALL OTHER GOVERNING AUTHORITIES.
CU "B
SEVENTEENTH
CONNECT TO EXISTING
WATER MAIN W/TAPPING
SADDLE. (TYP.)
STREET 60'
CONNECT TO EXISTING
SANITARY SEWER PER
DETAIL 56 ON SHEET
CS. I.E. TO MATCH EXISTING
FLOWUNE. (TYP.)
REMOVE & REPLACE
PAVEMENT AS NECESSARY
TO MATCH EXISTING OR PER
PAVEMENT REPLACEMENT DETAIL
ON SHEET C4, WHICHEVER IS
GREATER. (TYP.)
THE WATER SERVICE LATERAL SERVING THE FACILITY SHALL
BE INSTALLED BY THE DEVELOPER /CONTRACTOR FROM
THE WATER MAIN TO THE METERS.
ALL WATER USED FOR CONSTRUCTION SHALL BE METERED
THROUGH A BACKFLOW PREVENTION DEVICE
AND FIRE HYDRANT METER APPROVED BY THE CITY OF
TYBEE.
OPERATION & MAINTENANCE OF WATER SERVICES FROM
THE METER ONTO THE SITE WILL BE THE INDMDUAL
PROPERTY OWNER'S RESPONSIBILITY.
NO FIRE SYSTEM IS PROPOSED.
DISCHARGED INTO THE SINRARY SEWER SYSTEM.
CHLORINATED DISINFECTED WATER SHALL BE
ALL CORNERS ARE 1/2" RE -BARS
FOUND UNLESS OTHERWISE NOTED.
R.B.S. = 1/2' RE -BAR SET
20
20
40
60
11111111111
GRAPHIC SCALE - FEET
SAN. M.H. -jjll
TOP 9.09 iI 12" R.C.P.
I.E. 4.77
GRATE INLET
TOP 8.26
I.E. 5.91
EXISTING WATER LINE
CONNECT TO EXISTING
WATER MAIN W/TAPPING
SADDLE. (TYP.)
(FOR ALTERNATE WATER
SERVICE DESIGN ONLY.)
GRATE INLET
TOP 8.35
I.E. 5.80
ring
0001
DENOTES PROPOSED
POROUS PAVING
TO THE BEST OF MY KNOWLEDGE, THESE
PLANS MEET THE PROVISIONS AND STANDARDS
OF THE FLOOD DRAINAGE PREVENTION
ORDINANCE FOR THE CRY.
OWNER. DEVELOPER/
24 HOUR CONTACT
GREGORY CHU
7726 JOHNNY MERCER BLVD
SAVANNAH, GA 31410
PHONE: (912) 897 -7795
FAX: (912) 898 -9947
ATLANTIC AVENUE
N\1,
\\
�
IZLAR AVENUE
m
SILVER AVENUE
S' SITE
SEVENTEENTH
STREET
VICINITY MAP
TUTS
THIS SHEET IS
ONLY A PORTION OF THE COMPLETE SET OF
PLANS. ONLY COMPLETE SETS OF PLANS SHALL BE USED.
REVISED: 9 -10-02 PER REVIEW COMMENTS.
UTILITY PLAN
PORTIONS OF LOT 4 & 5, OF A SUBDMSION OF
BEACH LOT 101 AND A PORTION OF LOT 4 OF A SU:OMSION
OF BEACH LOT 102, WARD 5, TYBEE ISLAND, GEORGIA.
ADDRESS: SEVEN 17th AVENUE PIN: 4- 0008 -06 -005
SILVER AVENUE PIN: 4- 0008 -06 -013
FOR
GREGORY CHU
DAVIS ENGINEERING ,INC.
NIl A c
TEL •12 -370 -7712 FAX: X, R1R- 357 -77117
E-NNU ONRIENGRIEERNONCSOOIABRIMATLICT
DRAWN: DS. & 1.1.
ML:
DESIGN. DD.
JOB NO. 207010013
C3
CHECKED. D.D.
SEPTEMBER 3. 2002
LEGEND, NOTES & DETAILS
LEGEND:
9 EXIST. CONTOUR
PAVEMENT TO BE
REMOVED 8c REPLACED
EXIST. ASPHALT
EXIST. CONCRETE
d °a
EXIST. GROUND ELEV.
EXIST. ASPHALT & TOP OF CONC.
EXIST. GUTTER
EXIST. TOP OF CURB
T.C.21.80 PROPOSED TOP OF CURB ELEVATION
G.21.30 PROPOSED GUTTER ELEVATION
PROPOSED DRAINAGE FLOW
T.P.8.38
I.E.5.4
F.G.9.0
PROPOSED TOP OF PAVEMENT ELEVATION
PROPOSED INVERT ELEVATION
PROPOSED FINISHED GRADE ELEVATION
CUT TO STRAIGHT EDG
1 1/2' ASPHALT CONC. TYPE 'F'
6' -5,000 PS.I. CONCRETE
H.ES. B BAG MIX
EXIST. ASPHALT
PAVEMENT
we/
9' MIN.
\\\♦
BENCH
NEW PIPE
100% COMPACTION
OF BACKFILL
\N (MR.) A.S.T.M. D -696
NOTE
1. ALL LATERAL STREET CUTS MUST BE COVERED WITH
STEEL PLATES OF SUFFICENT THICKNESS TO SPAN THE
CUT WITHOUT NOTICEABLE DEFLECTION. PLATES TO MANN
IN PACE UNTIL THE CONCRETE BASE HAS GAINED
SUFFICIENT STRENGTH TO WITHSTAND TRAFFIC LOADS
(24 HOUR IMMNI).
2. LONGITUDINAL CUTS EXCEEDING 150 FT. El
LENGTH, THE CONCRETE IN TRENCH WILL BE
BROUGHT FLUSH WITH THE EXISTING PAVEMENT.
THE EXIST. PAVING WUL BE SAW CUT TO A
STRAIGHT EDGE AND THE ENTIRE WOTH OF
ROADWAY RESURFACED WITH A MINIMUM OF I'
OF TYPE S ASPHALT TOPPING OR SURFACE
COURSE
BITUMINOUS PAVEMENT REPLACEMENT
N.T.S.
HEAVY DUTY TRAFFIC RATED
FRAME & LID
(NEENAH R -1792 AL OR
APPROVED EQUAL)
FOR SLAB TYPE INSTALLATIO
6" THICK CONC.
BOX AS SHOWN
P.V.C.
1111 11I1111
IOU =1111 =�
J _III
45) 1/8 BEND
MOM4DUCTILE IRON PIPE
SCREW TYPE PLUG
- 11=
III 1111 =1111
CLEANOUT DETAIL
N.S.S
GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS
OF ALL GOVERNING REGULATORY AGENCIES AND CODES. ALL WORK SHALL
CONFORM TO THE TECHNICAL SPECIFICATIONS, DETAILS, AND STANDARDS OF
THE CTIY OF SAVANNAH AND ALL OTHER GOVERNING AGENCIES. IT SHALL BE
THE CONTRACTOR'S RESPONSIBIUTY TO OBTAIN THESE. LATEST REVISIONS OF
ALL CODES, SPECIFICATIONS, ETC... SHALL BE USED.
2. ALL ELEVATIONS ARE BASED ON M.S.I. DATUM
3. NO CONSTRUCTION WORK SHALL BEGIN UNTIL THE VERTICAL CONTROL HAS
BEEN VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCIES FOUND ARE
RESOLVED.
4. NO CONSTRUCTION WORK SHALL BEGIN UNTIL THE COMPLETENESS AND
ACCURACY OF THE HORIZONTAL CONTROL HAS BEEN VERIFIED BY THE
CONTRACTOR AND ANY DISCREPANCIES FOUND ARE RESOLVED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND REFERENCING
THESE POINTS FOR USE DURING CONSTRUCTION AND ANY RE- ESTABLISHMENT
OF CONTROL SHALL BE AT THE CONTRACTOR'S EXPENSE.
5. LOCATION, ELEVATION, SIZE, ETC... OF THE EXISTING DRAINAGE, UTILITIES,
ETC... SHOWN SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO
COMMENCEMENT OF WORK. ADDITIONAL FEATURES MAY EXIST WHICH ARE
NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE LOCATION OF ALL EXISTING UTILITIES, DRAINAGE, ETC... PRIOR TO
COMMENCEMENT OF WORK. THE CONTRACTOR SHALL USE COORDINATION
WITH UTILITY COMPANIES, ELECTRONIC /MAGNETIC METHODS, HAND
EXCAVATION AND ANY OTHER METHODS NECESSARY TO ACCOMPUSH THIS.
ANY DISCOVERIES. DISCREPANCIES, CONFUCTS, ETC... SHALL BE REPORTED TO
THE ENGINEER TO ALLOW FOR CONFLICTS TO BE RESOLVED PRIOR TO
COMMENCEMENT OF WORK.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADJUSTMENT, RELOCATION,
ETC... OF ANY UTILITIES (SUBSURFACE, POLE MOUNTED OR OTHERWISE) TO
ACCOMPUSH THIS WORK. UNLESS STATED OTHERWISE. RELOCATION OF POWER
POLES AND GUY WIRES IS THE RESPONSN3ILITY OF THE OWNER. (TYP). ALL
UTILITY GUY WIRES. POLES, ETC... REQUIRED TO BE RELOCATED SHALL BE
COORDINATED BY THE CONTRACTOR
7. ALL STREETS, RIGHTS -OF -WAY, EASEMENTS AND ANY SITES FOR PUBLIC
USE AS NOTED ON THIS PLAT ARE TO BE DEDICATED FOR THE USE INTENDED.
8. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR
ORIGINAL CONDITION UNLESS OTHERWISE NOTED ON THE PLANS. ALL
UNPAVED AREAS SHALL BE GRASSED UNLESS OTHER WISE SHOWN ON THE
PLANS. ALL AREAS DISTURBED OUTSIDE OF PROJECT UNITS WILL BE
RESTORED UNDER THE DIRECTION & TO THE SATISFACTION OF ALL
GOVERNING AUTHORITIES. (CITY OF TYBEE ISLAND, GA D.O.T., ETC...).
9. THE CONTRACTOR SHALL EXERCISE UTMOST CARE AND PRECAUTION TO
PROTECT TREES AND PREVENT DAMAGE TO TREES, ROOTS, ECT. DURING
CONSTRUCTION.
10. REFER TO BUILDING PLANS BY OTHERS FOR ALL BUILDING DIMENSIONS AND
ALL OTHER BUILDING INFORMATION. ALL BUILDING DESIGN AND SUBMITTALS
TO BE BY OTHERS.
11. THE CONTRACTOR SHALL OBTAIN A RIGHT -OF -WAY PERMIT FROM THE CITY OF
TYBEE ISLAND AND PERMITS. PERMISSION. ETC.. FROM ALL OTHER
ENTRIES, GOVERNING AUTHORITIES, ETC...OWNNJG ADJACENT EASEMENTS
OR R.O.W'S PRIOR TO BEGINNING ANY CONSTRUCTION IN
THE ADJACENT EASEMENTS OR RIGHT -OF -WAYS.
12. ALL CONCRETE TO BE INSTALLED IN ACCORDANCE WITH THE LATEST
PORTLAND CONCRETE CEMENT ASSOCIATION STANDARDS AND OTHER
GOVERNING OR PERTINENT CODES, LAWS, ORDINANCES. ETC...
13. ALL EXISTING SERVICES. BUILDINGS. STRUCTURES. UTILITIES. CONVENIENCES,
ETC... INCLUDING BUT NOT LIMITED TO, DRAINAGE. ACCESS, WATER. SEWER,
FIRE PROECTION, POWER, GAS. AND CABLE, SHALL BE UNITERUPTED BY THIS
PROJECT. IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO ASSURE THIS.
THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION AND UTILIZE BRACING.
SHORING. WELL POINTS. ETC... AND ANY OTHER PROCEDURES REQUIRED TO
ACHIEVE THIS. SHOULD USER'S ACCESS, USE, ETC.. OF THE AFOERMENTIONED
BE ALTERED TO ALLOW THE COMPLETION OF THIS WORK, THE CONTRACTOR SHALL
PROVIDE WRITTEN NOTICE TO ALL PROPERTY OWNERS AT LEAST TEN WORKING
DAYS PRIOR TO ANY ALTERATION, INCONVENIENCE, ETC... TO THEIR USE, ACCESS,
14. WHERE NECESSARY FOR THE COMPLETION OF THE WORK, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF LANDSCAPING,
SIGNS, MAILBOXES, FENCES, ETC...
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FOREIGN BORROW
AND FOR THE OFF -SITE DISPOSAL OF MATERIAL AS NECESSARY TO THE
COMPLETE THIS WORK. THIS COST SHALL BE INCLUDED IN THE GRADING PRICE.
16. PRIOR TO ANY INSTALLATION OF PROPOSED WATER AND SANITARY SEWER
LINES, CONTACT THE FOLLOWING CITY OF TYBEES A MINIMUM OF 72 HOURS
PRIOR TO DIGGING.
16. THE CONTRACTOR (OR PROSPECTIVE CONTRACTOR) SHALL VISIT THE SITE AND
OBSERVE SITE CONDITIONS. IF THE CONTRACTOR THEN HAS REASON TO
SUSPECT UNUSUAL OR OTHER UNDOCUMENTED CONDITIONS, REQUIRING
CORRECTION OR ADDITIONAL COST, SUCH AS UNSTABLE SUBSURFACE
CONDITIONS, WRITTEN NOTIFICATION SHALL BE MADE TO THE ENGINEER AND
OTHER OWNER'S REPRESENTATIVE(S).
17. MANHOLE STEPS SHALL BE INSTALLED IN ALL PROPOSED BELOW GRADE
STRUCTURES (MANHOLES, CURB INLETS. ETC...) UNLESS WAVED BY THE
ENGINEER AND THE GOVERNING AUTHORITY TO ACCEPT IT FOR MAINTENANCE.
STEPS SHALL BE INSTALLED EVERY 16' FROM THE BOTTOM OF THE MANHOLE
TO THE TOP.
18. EXISTING UNDERGROUND UTILITY LOCATIONS MAY CONFLICT WITH THE
PROPOSED IMPROVEMENTS AND REQUIRE ADJUSTMENTS OF THOSE UTU1TES OR
THE IMPROVEMENTS. ALL TIE -INS AND CONNECTIONS OFF -SITE AND AROUND
THE PERIMETER OF THE PROJECT SHALL BE INSTALLED PRIOR TO THE INTERIOR
INSTALLATIONS. ALL GRAVITY LINES SHALL BE INSTALLED UPGRADE (FROM
THE LOWEST END TOWARDS THE END AT A HIGHER ELEVATION).
19. ANY AND ALL DEVIATIONS FROM OR MODIFICATIONS TO THESE PLANS SHALL
REQUIRE THE APPROVAL OF THE ENGINEER AND ALL OTHER GOVERNING
AUTHORITIES, AGENCIES, GOVERNMENTS. ETC...
20. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT OR OUTSIDE OF
THE BULDING UNLESS OTHERWISE NOTED. REFER TO BUILDING PLANS BY
OTHERS FOR ALL DIMENSIONS AND OTHER BUILDING RELATED INFORMATION.
21. THE CONTRACTOR SHALL PROVIDE ACCESS, DURING AND AT THE COMPLETION
OF THE PROJECT. TO ALL IMPROVEMENTS AND CHANGES TO BE FIELD VERIFIED,
OBSERVED, INSPECTED, ETC.. BY THE OWNER'S ENGINEER OR SURVEYOR AND
ALL GOVERNING AGENCIES.
POROUS CONCRETE NOTES:
Subgrade to be compacted to a minimum
density of 92% AASHTO T -180 and LBR -20/
6" pervious (porous) concrete over
6" #67 stone in driveway.
Only 100% cement to be used.
No flyash or slag fillers to be
permitted. Mix design to be acceptable
to the Georgia Concrete and Products
Association...
Provide landscape borders. with filter
fabric against the upstream side, around
porous concrete to trap plant residue
and sand from being transported onto
porous concrete surface.
Place woven filter fabric beneath
67 stone installed in accordance with
manufacturer's recommendations.
(MIRAR 140N or equal)
Placement to be in conformance with the
Georgia Concrete and Products Association,
Inc. "Recommended Specifications for
Portland Cement Pervious Pavement? and the
Portland Cement Concrete Association.
6 mil poly cover to be placed over the finished
product and to be left in place for a minimum
of 5 days.
The Contractor shall fumish one local
project reference for the Engineer's
satisfactory site review or provide other
credentials for placing porous concrete
acceptable to the Engineer.
Contractor selection will be approved
by both the Owner and the Engineer.
The Owner shall retain the Engineer for
construction observation and to assist in
monitoring quality control and assurance
compliance.
The maintenance of the completed product
will include low- pressure ammonia washing
and vacuuming by a street sweeper on
cycles of 12 month maximum and more frequently
if clogging, reduced permeability of presence
of spores is observed. A typical 12 month cycle
would include washing at 6 months and vacuuming
at 12 months.
SPECIAL GRADING NOTES:
1. PRIOR TO CONSTRUCTION, ALL BUILDING AREAS, PLUS AT 10 FEET ON
EACH SIDE AND ALL AREAS TO BE PAVED, SHOULD BE STRIPPED OF ALL
VEGETATION, TOP SOIL AND ROOT SYSTEMS. THIS WOULD INCLUDE THE
REMOVAL OF ANY ABANDONED UTILITIES OR EXISTING BUILDING FOUNDATIONS.
SITE DRAINAGE DURING CONSTRUCTION SHOULD BE CONSIDERED PRIOR
TO THIS CLEARING AND STRIPPING. PREVENTING THE PONDING OF
STORM WATER IS OF PARTICULAR IMPORTANCE.
2. TOPSOIL ORGANICS, ROOT -MAT AND OTHER SURFACE MATERIALS WILL
LIKELY VARY ACROSS THE SITE. INDMDUAL TEST BORINGS MAY NOT
ACCURATELY REFLECT THE PRESENCE OF, OR THE THICKNESS OF
SUCH MATERIALS DUE TO THE SITE VARIABILITY AND /OR SURFACING
CLEARING TO FACILITATE ACCESS FOR DRIWNG EQUIPMENT. SITE
CLEARING & GRUBBING, WHEN UNSUPERVISED, AND PARTICULARLY
IN AREAS OF WET SOILS AND TIMES OF WET WEATHER, MAY PUSH
ORGANIC DEBRIS INTO OTHERWISE STABLE SOILS. UNDERCUTTING &
CLEARING WITH A TRACK HOE IN LIEU OF BULLDOZERS CAN MINIMIZE
THIS.
3. ANY STUMP HOLES OR OTHER DEPRESSIONS SHOULD BE CLEARED OF
LOOSE MATERIAL AND DEBRIS, AND SHOULD THEN BE BACKFILLED WITH
APPROVED FILL THE BACKFTLL SHOULD THEN BE PLACED IN SIX INCH
THICK LIFTS AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH
ASTM D -1557.
4. ANY UTILITIES THAT UNDERLIE THE SITE SHOULD BE RELOCATED AND
TRENCHES BACKFILLED WITH APPROVED SOIL THE BACKFILL SHOULD BE
PLACED IN SIX INCH LIFTS AND COMPACTED TO 95% DENSITY IN
ACCORDANCE WITH ASTM D -1557.
5. THE SUBGRADE SHOULD BE PROOF - ROLLED WITH A LOADED
DUMP TRUCK TO LOCATE UNSTABLE OR SOFT AREAS.
THESE AREAS SHOULD THEN BE INVESTIGATED TO DETERMINE
THE CAUSE OF THE INSTABILITY. IF DUE TO UNSUITABLE SOILS, SUCH
AS HIGHLY ORGANIC SOILS OR SOFT CLAYS, THE AREAS SHOULD BE
UNDERCUT TO FIRM SOIL AND REPLACED WITH AN APPROVED FILL
COMPACTED IN SIX INCH LIFTS TO MINIMUM DENSITY OF 95% IN
ACCORDANCE WITH ASTM D -1557. IF THE INSTABILITY IS DUE TO
EXCESS MOISTURE IN OTHERWISE STABLE SOIL THE AREA SHOULD BE
DRAINED AND COMPACTED TO 95% DENSITY.
6. THE STRIPPED SUUBGRADE SHOULD BE COMPACTED BY REPEAT PASSES
OF LOADED DUMP TRUCKS OR CONVENTIONAL COMPACTION EQUIPMENT. AREAS
THAT ARE UNSTABLE UNDER THE COMPACTION EQUIPMENT SHOULD BE
UNDERCUT TO FIRM SOIL AND REPLACED WITH CLEAN SAND FILL COMPACTED,
IN SIX INCH THICK LIFTS, TO MINIMUM DENSITY OF 95% ASTM D -1557.
THE COMPACTION EFFORT SHOULD BE SUFFICIENT TO DENSITY THE
ENTIRE SUBGRADE TO A MINIMUM DENSITY OF 95% ASTM 0 -1557. FOR
A DEPTH OF 12 INCHES.
7. ANY FILL REQUIRED TO LEVEL OR RAISE THE SITE SHOULD THEN BE
PLACED IN 8 TO 10 INCH THICK, LOOSE LIFTS AND COMPACTED TO
95% DENSITY IN ACCORDANCE WITH ASTM D -1557.
8. ALL OF THE FILL FOR THIS PROJECT SHOULD CONSIST OF A CLEAN,
FREE DRAINING GRANULAR SOILS. THE FILL SHOULD BE FREE OF
OBJECTIONABLE ROOTS, CLAY LUMPS, ORGANICS AND OTHER DEBRIS.
SOILS CLASSIFIED AS SW, SP, SM OR SM -SP WITH A MAXIMUM OF
15% PASSING A #200 SIEVE MAY BE ACCEPTABLE. SOILS WITH THE
MINIMUM 1200 FRACTION CLASSIFIED AS MH, OR CH MAY BE REJECTED.
9. COMPACT ALL FOOTING EXCAVATIONS AND SLAB SUBGRADES TO A
MINIMUM DENSITY OF 95% IN ACCORDANCE WITH ASTM D -1557, PRIOR
PLACEMENT ON CONCRETE. THE FOOTINGS AND ALL PREPARED SLAB
SUBGRADE, SHOULD BE MAINTAINED IN A DRY AND COMPACTED
CONDITION UNTIL THE CONCRETE IS PLACED. AREAS THAT ARE
SOFTENED BY WATER OR THAT ARE DISTURBED BY CONSTRUCTION
ACTIVITY SHOULD BE REWORKED, RECOMPACTED OR APPROPRIATELY
REPAIRED TO THE REQUIRED BEARING & DENSITY. IF NECESSARY.
STONE BACKFILL OR OTHER CORRECTIVE MEASURES MAY BE
IMPLEMENTED TO STABILIZE FOOTINGS.
10. NO SOIL BORINGS HAVE BEEN PROVIDED BY THE OWNER. IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO PROVIDE ADDITIONAL EXCAVATION,
FIWNG, PREPARATION, ETC... TO PROVIDE A 2,000 PSF BEARING
CAPACITY BENEATH THE BUILDING FOUNDATION AND SLAB.
SILVER & 17th AVENUE CONDOMINIUMS
PORTIOILS OF LOT 4 & 5, OF A SUBONLSKIN OF
BEACH LOT 101 AND A PORTION OF LOT 4 OF A SIIBIMuLSHON
OF BEACH LOT 102, WARD 5, TYBEE ISLAND. GEORGIA
GREGORY CHU
DAVIS ENGINEERING ,INC.
Llf SIEAIDBdI LINE C
TEL R12-31%-7102 FAX: t! 2- E2 -n(1
E -AML W4OETATTAET
DRAWN: DS.
DESIGN: D.D.
CHECKED. D.D.
JOB NO: 20201004
SEPTEMBER S. 2002
Wrt
C4
MARK FACE OF CURB WITH
W OVER LOCATION OF LATERAL
FINISH GRADE
_11111E 111111 - 111111=11
�= 111111= nnu — =— IIII -IIII
LIED —III- 11111= 111111 — -
1= 111111 - 111111 - 111111 =11111
- 14 GAUGE INSULATED SINGLE
D COPPER WIRE STRAPPED TO
PIPE AND ATTACHED TO
CORPORATION STOP AND CURB STOP
C14
N9N- LETALDC
3 WIDE WARNING
TAPE TO BE 8'
4. ABOVE LATERAL
1 TUBING MIN))
1' CORPORATION STOP POI-
TAP FOR CONNECTION
MAN - 6' DM. OR LARGER
NOTE:
ALL FITTINGS IN LATERAL SHALL
BE COMPRESSION TYPE.
— 12•
1X 1" CURB STOP WITH 3/4'
BRASS BUSHING TO METER
NOTE
TERMINATE CURB STOP IN
STANDARD METER BOX
(SEE DETAIL WIB)
(city of ftortnnal,
STANDARD CONSTRUCTION DETAILS
WATER SERVICE LATERAL (6" OR LARGER)
APPS
seuc N.T.B.
oac. APRIL 1999
PINE WAR NE
W1
2'X2'X4' CONCRETE
2" TAPPING
SADDLE OR TEE
WITH REDUCER
4" MIN.
VALVE BOX
2" BAIL VALVE
WATER MAIN
2 DRESSER COUPLING
L2"x6' BRASS NIPPLE
2 "x3" BRASS NIPPLE
PROFILE
THRUST BLOCK (TIP.)
2X8'BRASS
2X 1' SADDLE OR SOL
WELD TEE (TYP.)
3X 3' MN. (TYP.)
2 TAPPING SADDLE OR TEE WITH REDUCER
(SEE NOTE 14)
2 BALL VALVE IN VALVE BOX WITH MALE IN
2'0 2'0 4' CONCRETE COLLAR
2" DRESSER COUPLING
Y PVC PIPE
(SEE NOTE 13 2
THRUST BLOCK
12X 12 W.(TYP.)
STOP TION
NOTES:
THRUST BLOCK
1' POLYBUIYLENE (TYP.
1' BAIL VALVE (TYP.)
TER METER (TIP.)
1. ALL METERS SHALL BE INSTALLED WHIN CRY OF
SANIANNI RIC T OF WAY OR EASEMENT.
2 CONCRETE COUNT IS NOT REQUIRED ON
HOVE BOXES INSTALLED N PAVED AREAS.
3. A 2 PIPE MAY BE USED FOR UP TO SIX
(8) UNITS. 2' PIPE SHALL BE SCHEDULE 40
ASTM 0 178.5.
PLAN
2 157 GRAVEL
FIRMLY COMPACTED
UNDER METER BOX
4. TAPPING SADDLE TO BE DUCTILE IRON WITH
TYPE 304 STAINLESS STEM_ DOABLE STRAPS.
BOLTS. NUTS, MO WASHERS. FINISH S FUSION
WINDED LOON TO AVERAGE THICKNESS OF 12
EIS.
pity mf ianaanall
STANDARD CONSTRUCTION DETAILS
911 ' • l•
MANIFOLD FOR MULTIPLE METERS INST.
W16
1
MARK FACE OF CURB WITH
V' OVER LOCATION OF LATERAL
FINISH GRADE
IIIIII_IIIIII=IIIIII 11
i °11111���_�/_ %_ =111111 = 111111 =III
111111° 111111 = 11111 111111
1 =111111 - 111111=111111 =11111
1114 GAUGE INSULATED SINGLE
.1211) COPPER WIRE STRAPPED TO
PIPE AND ATTACHED 70
CORPORATION STOP MID CURB STOP
12'
1X 1' CURB STOP WITH 3/4'
BRASS BUSHING TO METER
NOTE
TERMINATE CURB STOP IN
STANDARD METER BOX
(SEE DETAIL W18)
T' CORPORATION 1"N, NINA rL)
STOP
SADDLE
4' DU. OR LESS
NOTE:
ALL FITTHGS IN LATERAL
SHALL RE COMPRESSION TYPE
(Mfg of *anannall
STANDARD CONSTRUCTION DETAILS
WATER SERVICE LATERAL (4" OR LESS)
1599 N.T.S.
�@ APRIL 1999
PLOT ISIIMElt
W2
I
METER BOX
—
cmtb ADP
PS, -M1 CUSS JO GM
4a,
=5r SWa SEW
V110.-----.. 1610,
EASING MM.. SEE PPE
METER ROT UD
CONCRETE
METER
f PROPERTY UNE
IIIIIM
i-1 � I=II 1 =1 I I
/''� I I I =I I I =I H =I
I � 1 � �_� �� � 11 1 =1 1 1 -1 � I
COMPACTED ALL CURB STOP
�/ }.VA
�
l�R�
—:!IDill
/
11� ewe ..1
CURB STOP
BACKFLOW PREVENTER
a °eo°eo °e i I MITER BOX ASSY.
aee •o°
a °o 4•
a °o
aoo
CRUSHED STONE BHSEJ °° ° ° ° ,• ° °O
METER BOX INSTALLATION IN CONCRETE
NOTES'
I I ��i�
4
AND TWO STORY).
�■
BACKFLOW PREVENTOR
._ ... .•
:. GRAVEL
NOTE:
1. APPLICABLE TO ALL NEW RESIDENCES (ONE
2. APPLICABLE TO 3/4 ", 5/8" AND 1" ONLY.
1.CONCRETE SHALL BE CAST FLUSH WITH TOP OF LID.
2.UETML APPLICABLE TO NEW RESIDENCES ONLY.
(6ity of *nominal/ fig'';•;
STANDARD CONSTRUCTION DETAILS +_0,:-;i`'
(;City of B1anannatl ^,,
i41 FI.9
STANDARD CONSTRUCTION DETAILS 99. ---c.9
WATER METER W /BACKFLOW PREVENTER
"" ""°"
W19
WATER METER W /BACKFLOW PREVENTER
MEC PM.
W30
APIw.a /� ,2
aoAC N.TS
A°°•°�
N.T.S.
f "iY
ate' APRIL 1999
MRR APRIL 1999
I
R "±
cmtb ADP
PS, -M1 CUSS JO GM
4a,
=5r SWa SEW
V110.-----.. 1610,
EASING MM.. SEE PPE
SAW -CUT TO NEAT UNE
MATCH ORIGINAL FLARE
WHEN PRACTICAL
1/2' PREMO DED EXPANSION JOINT
f PROPERTY UNE
-
CONCRETE SIDEWALX
WHEN SPECIFIED
_
-
A
FIN. GRAPE
wN. a GRADE - - J,
' •VARIES
•
•.,
/R_ •
•
�/ }.VA
1/R EOM
FUTURE LATERAL
IIIMMIIIIMINIMISIIi
TOLL• EDGE
Q
S6
NEW CURB & GUTTER
DEPRESSED CURB
12' -0' MIN.
35'-0' ANL.
PLAN VIEW
NOTES
1. X GF THE SLOPE FROM DRIVE TO STREET
2. DRIVERMY THICKNESS SHALL BE 6' FRIER
REINFORCED CONCRETE
OMR ON ; ♦_.
STANDARD CONSTRUCTION DETAILS B� I.
DRIVEWAY DETAIL
P`AL "'°
P5
..BPS (_CANNY P
ITS.
___
�� 1YS�"
JULY 1995
1
NOTE:
IN ROADWAYS, 4' SEWER LATERALS
TO BE EXTENDED TO PROPERTY UNE
SHOW LOCATIONS ON RECORD DRAWINGS.
PARR CM W
R "±
cmtb ADP
PS, -M1 CUSS JO GM
4a,
=5r SWa SEW
V110.-----.. 1610,
EASING MM.. SEE PPE
R
�iAnatt ATM EPDXY
` Sm i-3eE�
'•
M w
T.PE cA a 5LMMIS
SlE¢ MATT wG
f PROPERTY UNE
FIN. GRAPE
wN. a GRADE - - J,
A.
1
7
�/ }.VA
1/R EOM
FUTURE LATERAL
rily of *ananaail
STANDARD CONSTRUCTION DETAILS
SANITARY SEWER SERVICE CONNECTION TO EXISTING PIPE
Q
S6
/MIME. J�
' N.T.S.
�. APRIL 1999
REVISED: 9 -10 -02 PER REVIEW COMMENTS
DETAI
SILVER & 17th AVENUE CONDOMINIUMS
PORTIONS OF LOT 4 & 5, OF A SUBOMSION OF
BEACH LOT 101 AND A PORTION OF LOT 4 OF A SUBDIVISION
OF BEACH LOT 102, WARD 5, TYKE ISLAND, GEORGIA.
GREGORY CHU
DAVIS ENGINEERING ,INC.
635lLNNML �1 71405E C
1U. 912 ->16-7892 FAIL 912 - 352 -7717
E MI:
08911181119MERIMMIDIRCIRLDNETATTRET
DRAWN: MILS
DESIGN: EA
JOB NO: 2l
CHECKED: IS.
SPETEIMBER 3. 2002
Mme!
C5
GEORGIA UNIFORM CODING SYSTEM
FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES
STATE SOIL AND WATER CONSERVATION COMMISSION OF GEORGIA
STRUCTURAL PRACTICES STRUCTURAL PRACTICES
CODE
PRACTICE
Cd
CHECKDAbI
DETAIL
Cr
UCTTON
ROAD
ABIUZATION
Ch
Co
0
DIVERSION
TEMPORARY
DOWNDRIAN
STRUCTURE
PERMANENT
DOWNDRAIN
STRUSTURE
0
GRADE
STABIUZATION
5TRU5TURE
0
SPREADER
Rt
RETROFITTING
SEDIMENT
BARRIER
o
DESCRIPTION
A .mad temporary barrier or
dam constructed
concentrated drainage ditch or area
of flow.
A trove era: constructed as part
of a ructon plan including
access roads, subdvidsion roads,
parking nd other on-site
vehicle transportation routes.
Ion constructing or
do ruing c open channel.
ling stream, ditch.
A crushed stone pod located
at the construction site exit to
Wovidw a place or moving
mud / thereby protecting
outdo streets.
An earth honnel or dike located
above, below, h�e .lope
m
divert runoff. this b
temporary or permanent structure.
A flexible conduit of heavy-duty
fabric or otter material designed
to safely conduct surface runoff
down a Mope. This is temporary
and inexpenerve.
A paved chute, pipe. sectional
conduit similar lac ateriol
designed to safely conduct
Hone runoff down a slope.
Permanent structure. 'staked to
protect nateral or artifice] channels
or le�gs� sufficient for the
running water to form gullies.
A structure to convert concen-
trated floc of water into less
erosive feet flow. this should be
constructed only on undisturbed
soils.
A device or structure placed in
front f per anent lormwatere
pond outlet tructure b e
temporary, sediment Filter.
require , petal design.
A bonier to present segment from
leaving the construction site. n may
be ndbags, bake r straw or hay,
brush. logs and pole gravel. or
sediment fence. The benlere a
only temporary and Inexpensive.
Notes:
1. Information on details taken from the Manual for Erosion
and Sediment Control in Georgia, Third Edition, dated 1992.
2. All soil erosion and sediment control practices shall be
in compliance with the above listed manual.
3. For more information on the details shown on this plan or
other details or practices not shown see the manual listed
in Note 1.
INLET
SEDIMENT
TRAP
excaa ng around nit storm drain
inlet. The emended arta wiN be
liked d stabilized completion
of construction activities.
INLET SEDIMENT
TRAP WITH FILTER
2_F FABRIC
UPPORTING
FRAME
A temporary protective aree formed
tonit storm drain drop inlet
trap sediment
TEMPORARf
SEDIMENT
EOSIN
Sr
0
TEMPORARY
STREAM
CROSSING
STORM DRAIN
OUTLET
PROTECTION
nbasin created by uraatbn or
dour across a waters%. The
▪ trace water runoff is tomporeriy
storeedendbeing the aubl bolt he
uoly lempadorory lad. O) twin
G.sgnsd permanent pod err
anwala retention device
A temporary bridge or ulvert hype
structure protecting stream or
watercourse from dosage by
crossing conetruetion equipment.
Apaved r short u tan of ripmp
channel at the outlet of storm
pcmmt�g erosion rr runoff.
1M
Tp
TOPSOILING
The of shipping off the
fertile tope t Storing it.then
sproding R the disturbed
• after the potion of
construction octivitiee.
0
VEGETATED
WATERWAY OR
STORMWATER
CONVEYANCE
CHANNEL
Paved or vegetative water outlets
for die m.,
diversions, terrace., ber
dikes or similar structures.
VEGETATIVE MEASURES
MULCH IS REQUIRED FOR ALL PERMANENT VEGETATION
APPLICATIONS. MULCH APPLIED TO SEED AREAS SHALL
ACHIEVE 75% SOIL COVER.
DRY STRAW OR DRY HAY OF GOOD QUALITY AND FREE
OF WEED SEEDS CAN BE USED. DRAY STRAW SHALL BE
APPLIED AT THE RATE OF 2 TONS PER ACRE. DRY HAY
SHALL BE APPLIED AT A RATE OF 2 1/2 TONS PER ACRE.
STRAW OR HAY MULCH WILL BE SPREAD UNIFORMLY WITHIN
24 -HOURS AFTER SEEDING AND /OR PLANTING. THE MULCH
MAY BE SPREAD BY BLOWER TYPE SPREADING EQUIPMENT,
OTHER SPREADING EQUIPMENT OR BY HAND. MULCH SHALL
SHALL BE APPLIED TO COVER 75% OF THE SOIL SURFACE.
AGRICULTURAL LIME IS REQUIRED AT THE RATE OF ONE TO
TWO TONS PER ACRE UNLESS SOIL TESTS INDICATE OTHERWISE.
GRADED AREAS REQUIRE LIME APPUCATION.
Construction Exit
DEFINMON
A stone =Nixed pod located at any point where
traffic wN be leaving a coe.tnation site to a public right-
of- way. sheet. alley, sidewalk or perking area. - p,,,. 5
PURPOSE ��-FC
To reduce or eliminate the tronepart of mud from
the construction area ht
motor onto public rig-of -way by
vehicle. or by runoff.
CONDITIONS
TN. prcclice is uppied at appropriate points of
construction agrees. Geotode underwuas are re-
quired to atabx and support the pad aggregate..
DESIGN CRITERIA
Aggregote she: MN be in mmrd«ae with National
Stone Amociotion R -2 (1.5 to 3.5 inch stone).
Pod thickness: 6 -inch minimum
Pad width: At a minimum, shoold equal full width of oil
points of vehicular egress. but not less than 20 feet
Washing: Wheels mud be cleared to remove mud
prior to entrance onto pudic right -of -way. when wash-
ing 's required, R dais be done an area .taWited with
crushed stone a which drain. into an approved moment
trap of segment Mein.
Location: lh exit M0l be boated or protected to
prevent sedneet from leaving the site.
Maintenance: The Oil shall be .toned i a condi-
tion which will prevent tracking or flow of mud onto
p _ right -of -eon. Thee may require periodic top
*ring with 1.5 -3.5 inch .tone, as conditions demand.
and repair and/or deonaut of p
sediment NI n etedal spilled, � .ed, wahed, or
se used to ten
tracked from 00 irlse see 0000 0mdsvp an into
removed storm drains mut be removed imnsdabely.
4,0b4CE'
NSA R -2
(1.5--3.51
CONtSE
AGGREGATE
GEOTEXT E
IINDERUNER
CRUSHED STONE
CONSTRUCTION EXa
.30*
T
MIN
/
An mdeturbe4 noted 'green belt'
Bf
BUFFER
ZONE
{'%
w A
wove the lug- deturN.d AAA from
ndng properly and a water
shrank r "WAY to name salt
•daaAy and Terms wane =melt It
Y also at ties a nose or Steen
pdMtas terror.
�,T \r\
1.5'
6•' ' V
MI'I �i
SIDE VIEW
C
COASTAL DUNE
STABILIZATION
VEGETA-
TOT
E Mu tJ J e ;
denuded. Wick* constructed, or gon6n9 vegetation on ewer mat ere
MM.
• BEGINNING OF
.
POSE -7 6'
TOP VIEW
OVERLAP AT FABRIC
WOOD POST WITH STARE
PLACEMENT
$TABIUZATIONEA
(ymH
TEMPORARY
SEEDING)
/`� :
/y„.1 _ :`•
Aar "',/-Tf64
tYJ `w •Y
seer a tamperery vegetative
se r Mt «art growing moms an
I Ds2 I
I sf
% FENCE s acra)
DISTURBED AREA
2.5'
Eed•dkg vaquero.. cover
Ds3
STABILIZATION
(watt
yPEEGEFR A i
_ -S1
- --
pertconsn
such as tees, shrubs, vie.. grass,
mL er legumes an e;otureed areas.
BERMUDA, COMMON
Myn.n dachas)
mUn aP.a seed
�M"�a'y
with other
pawng�
FRONT
DISTURBED AREA
I -
A protective covering (blade) or soil
le
Ds4 I
(WOR
SODOM)
VIEW
s.a.er n '"at I.ae .eabian
on sleep shw
.ter as,
canoes erorornew
DU
DUST
CONTROL
ON DISTURBED
AREAS
-. O• _
o
Centreline surface and air movement of
st an construction Mee. roadway..
and emir« rise
Mb
EROSION CONTROL
MATING &
BUNKET6
1,-9_, - 00'T'. i
fi="I!IINIM' �.Ii1�TZTY .1•"`∎
A pret.cti.e cav4,62 (Make) et sail
•robraoon mat tad 10 ada=
darnel., or shoreline .loop empss,
MULCH IS REQUIRED FOR ALL PERMANENT VEGETATION
APPLICATIONS. MULCH APPLIED TO SEED AREAS SHALL
ACHIEVE 75% SOIL COVER.
DRY STRAW OR DRY HAY OF GOOD QUALITY AND FREE
OF WEED SEEDS CAN BE USED. DRAY STRAW SHALL BE
APPLIED AT THE RATE OF 2 TONS PER ACRE. DRY HAY
SHALL BE APPLIED AT A RATE OF 2 1/2 TONS PER ACRE.
STRAW OR HAY MULCH WILL BE SPREAD UNIFORMLY WITHIN
24 -HOURS AFTER SEEDING AND /OR PLANTING. THE MULCH
MAY BE SPREAD BY BLOWER TYPE SPREADING EQUIPMENT,
OTHER SPREADING EQUIPMENT OR BY HAND. MULCH SHALL
SHALL BE APPLIED TO COVER 75% OF THE SOIL SURFACE.
AGRICULTURAL LIME IS REQUIRED AT THE RATE OF ONE TO
TWO TONS PER ACRE UNLESS SOIL TESTS INDICATE OTHERWISE.
GRADED AREAS REQUIRE LIME APPUCATION.
Construction Exit
DEFINMON
A stone =Nixed pod located at any point where
traffic wN be leaving a coe.tnation site to a public right-
of- way. sheet. alley, sidewalk or perking area. - p,,,. 5
PURPOSE ��-FC
To reduce or eliminate the tronepart of mud from
the construction area ht
motor onto public rig-of -way by
vehicle. or by runoff.
CONDITIONS
TN. prcclice is uppied at appropriate points of
construction agrees. Geotode underwuas are re-
quired to atabx and support the pad aggregate..
DESIGN CRITERIA
Aggregote she: MN be in mmrd«ae with National
Stone Amociotion R -2 (1.5 to 3.5 inch stone).
Pod thickness: 6 -inch minimum
Pad width: At a minimum, shoold equal full width of oil
points of vehicular egress. but not less than 20 feet
Washing: Wheels mud be cleared to remove mud
prior to entrance onto pudic right -of -way. when wash-
ing 's required, R dais be done an area .taWited with
crushed stone a which drain. into an approved moment
trap of segment Mein.
Location: lh exit M0l be boated or protected to
prevent sedneet from leaving the site.
Maintenance: The Oil shall be .toned i a condi-
tion which will prevent tracking or flow of mud onto
p _ right -of -eon. Thee may require periodic top
*ring with 1.5 -3.5 inch .tone, as conditions demand.
and repair and/or deonaut of p
sediment NI n etedal spilled, � .ed, wahed, or
se used to ten
tracked from 00 irlse see 0000 0mdsvp an into
removed storm drains mut be removed imnsdabely.
4,0b4CE'
NSA R -2
(1.5--3.51
CONtSE
AGGREGATE
GEOTEXT E
IINDERUNER
CRUSHED STONE
CONSTRUCTION EXa
INLET SEDIMENT
TRAP WITH FILTER
t.5'mOx FABRIC
SUPPORTING
FRAME
Disturbed Area Stabilization
(With Permanent
Vegetation) PLANTS, PUNTING RATES, AND PLANING DATES FOR PERMANENT MAR
.30*
T
MIN
/
20•
f -- r
LOW
Few
18•
END OF FABRIC FENCE 1- 1y
4'
YIN.
/
/•
�,T \r\
1.5'
6•' ' V
MI'I �i
SIDE VIEW
10• YI
C. .��.�
NOM
50. AIwtlC
t 051 PmlYEO F
SIDE VIEW
NoTO
115E R' D.o.T. APPROVED FABRIC
nliH STEEL Post.
Y I
J A
• BEGINNING OF
.
POSE -7 6'
TOP VIEW
OVERLAP AT FABRIC
WOOD POST WITH STARE
PLACEMENT
FABRIC FENCE
O.C. 1000
ENDS
WOOD POST MITI NAIL
PLACER=
30•
V
MINI
%
gB•
I sf
% FENCE s acra)
% �& •
2.5'
TO
it .
Ar
�.
I
//
oz
,•
A
TYPE C FAB0IO (S6')
BERMUDA, COMMON
Myn.n dachas)
mUn aP.a seed
�M"�a'y
with other
pawng�
FRONT
6 -
VIEW
I -
TYPE A FABRIC (Wet
M J
-
FRONT
VIEW
--
N O
USE
1) ON DESUOPMEIRS WHERE THE UFE OF THE PROJECT IS GREATER THAN OR EQUAL TO 6 MONTHS.
2) WHERE THE SLOPE GRADIENT IS STEEPER THAN 3:1. FASTENERS FOR WOOD POSE RE OODLES
USE: WHERE FILL SLOPES EXCEED
NOTE FILTER FABRIC MAY ALSO
POST SIZE
A 50011CAL HEIGHT OF 20 FEET MO THE SLOPE GRADIENT IS STEEPER 11GN 3:1.
BE ATTACHED TO THE POST 0Y WIRE. CORD. MID POCKETS.
MN. LENGTH
POST SIZE
TYPE OF POST
SIZE OF POST
1,-9_, - 00'T'. i
fi="I!IINIM' �.Ii1�TZTY .1•"`∎
MN. LENGTH TYPE aF POST SIZE OF POST
S O
/� \N. \�.\
U
FRONT VIEWS
., \i\
U
Y A
Y J
LOVEGRASS, WEEPING
dee
(ElSSFv ernes)
dale 4 0.. 0.1 0.
with eater
perwroolr 2 De. 0.05 b.
FASI114105 %`-, NAILS
S�IJIIJIIJFitaaiW.R7aiFl!:■
700 lbs. /ate/
__
-'
�!7W � iron 11' arn..1 s�n.EMAL�' i
∎.
l.■iiii.ILM∎ -':1
FENCE xvm s r. -. Two rorlus
Des Me) m
v61KK o+s�
aarsa n.w�
(uw.)
pm I+sw
wKra
l� 0- s�
1aN/sl./sa r. )
c6oF -6D
r 1256 0-11.0 1p.nY (2)
a sanawp
A �
Rau 0-4:52
0.01,0 MIMI
0s me)
OM NO..wa.
T11DO
MN rswx
IBC. S9Dn1
Des w.) (O
(lair otisa)
norw10l
5023
IAVe a-ll10
015 (1lrnrurt
mesa >m1
BMX ME em)
WU w7eg
151.00y.a r.
(rm -art )
seem (52
0 0 d
.10160.1 w
.2216 o -Am)
WM �Mn
n.wa
5217$
ea
WNtP -260
FILL -180
b
/30
70
80
175
36
W2RP -120
nn -lm
40
%30
25
80
175
36
o) �.. ROLL NEW( « POE sY,>�
fat Masrt err errMn ernrl la loaf vmmamL
(1) err. 4024 Am.. 0 rd ,same.
(O Minn 0' was.® Ye. W. 109E 51510121.
0¢3131 (1.07 $A10AiVitiAa >
�I hi 1
STANDARD CONSTRUCTION DETAILS +�-�+
(63�i� ON 14AVAIYAiA�i lam:
STANDARD CONSTRUCTION DETAILS +- , -..1A
0:13 Olt ON Bi ANNAT>a # %.
1I .,
STANDARD CONSTRUCTION DETAILS +:: IN
SILT FENCE - TYPE A
RAIL 1422404
Et 3
SILT FENCE - TYPE C
�i 5
FASTENERS FOR TYPE A & B SILT FENCES'''.
E6
d',.r...
,era N.T5.
NSwKDAa:
:vae Ni.S.
Mw.aEa
N.TS
DA,@ DECEMBER 1910
oam DECEMBER 1006
919 DECEMBER 1908
INLET SEDIMENT
TRAP WITH FILTER
t.5'mOx FABRIC
SUPPORTING
FRAME
Disturbed Area Stabilization
(With Permanent
Vegetation) PLANTS, PUNTING RATES, AND PLANING DATES FOR PERMANENT MAR
Ds3
EQUIVALENT IS OR
N -P -K
Species_
Broadcast
Rates
Planting Dates by Area
tin
Area Plan Dates
g
Remarks
2 / -PLS3/
Per Per
_60_ 1000
seat._
( i ap6num
Anse 1.
ni�
bA data)
nag... da
grasses
J F
M A
Y J
J A
S O
N 0
6 -12 -12
) -10 -10
BERMUDA, COMMON
(C}adon dxlylan)
elms
9ia1 other
emus
10 a. 0.2 Is
6 Re. 0.1 m.
legumes
J F
'_
M Ala
_.
I
J A
S O
M E
1.707.000 •••d pr pound.
ski mvar. Law growing
and and farming. Full sun.
athletic re.. m
Good for d
BERMUDA, COMMON
Myn.n dachas)
mUn aP.a seed
�M"�a'y
with other
pawng�
10 Ea. 0.2 6
6 IE.. 0.1 b.
P
C
-
-
J F
M A
M J
J A
S O
--
N O
Plat wAh wider «rwraM.
Plant with Tall fescue.
BERMUDA SPRIGS
(C)vKOOOn eadybn)
C44141211, Common,
=and,
ad, « 1N 44
CmN. Common
et TM 44
TM 78
40 Cu. ft 09 oL R
sod pipe 3.0 3'
Y-L
p
C
C
__'-_T
'J F
20 -10 -5
one 21 -gram
pellet per seedling
placed the
closing hole
-J A
S O
N 0
A ails loot eon*
asrmrialely 650 •pa¢
A Malud mn6dls 1.25
basic fed oe appr5vmley
00g r00.
5O1tlr•n cestel Plain ony.
Y A
Y J
LOVEGRASS, WEEPING
dee
(ElSSFv ernes)
dale 4 0.. 0.1 0.
with eater
perwroolr 2 De. 0.05 b.
U--I.
C
--
700 lbs. /ate/
__
-'
First
10 -10 -10
1,500,000 Seal per
pease May lot far
general mere Mw
with Son`s NepeeRa.
_
7. Warn season
1/ Reduce seeding rates by 50% when dri ed.
2/ PLS is an abbreviation for Pure Live Seed. Re e to Section V.E. o these specification..
3/ M -L represents the Mountain: Blue Ridge: and Ridges and Valleys MLRAs
P represents the Southern Piedmont MLRA
C represents Southern Coastal Plain: Sand Hills: Block Lands: and Atlantic Coast Flatwoods MLRAs
•4
ikt 4 f':r441111:17711'411;111elibtlifiri61:
WEIR
hit.,
:dr
ROUND PERFORATED
PIPE.
WTI 1" HOLES 0• - 10" APART.
FILL AROUND BARRIER WITH 3 " -4"
STONE (EVEN WITH TOP).
1/2-
NUTS AND WASHERS
(ANC. TO WALL)
FLAW
1' -0" MIN.
GRADED STONE.
NOTE:
PLACE 4" DEPTH
4' X 4' CONCRETE
PAD CENTERED ON
OPENING.
Rt
PERFORATED HALF -ROUND PIPE WITH STONE FILTER 4" CONCRETE
(TO BE REMOVED WHEN ALL OF THE SITE IS PERMANENTLY STABILIZED) PAD TO REMAIN.
Disturbed Are
(With Tempora
PLAITS
Area Stabilization
ry Seedings)
PIARIMID RATES, AND PLANTING DATES FOR TEMPORARY COAL OR COMPANION
CORPS ,/
Ds2
SAral ea_
Broadcast
Rates 2 / -PLS3/
Resource Planting Dates by Resource Area
Area
Per Per
Acre 1000
R
Planting Dates
(Said rose *9091 optimum dates
dotted Mss Ins its permissible
but nnargktN dogs.)
LOVEGRASS, WEEPING
(Emigrate rondo)
alone
in mi.hw..
4 be. 0.1 b.
2 Os. 0.05 m.
J F Y A y J J A S O N O
A Y I
A
Remnrks_
N D
1,500,000 seed per
pound May last is
.word yeas. Mx
with Senora leg•desa.
RYE
Node cored`)
done
In mixture.
RYEGRASS, ANNUAL
(Lamer Temde turn)
alone
3 bu.
(168 lbs.)
1/2 Sc.
(28 ms.)
3.9 lb.
0.6 lb.
Y -L
C
Y
AM J
A
N
18.000 seed per P.
Qui* cover. Drought
tolerant aro wntehordy.
40 be. 0.9 0.
F -L
C
Y
A Y J
A
N
227,000 sad pound. Ogee
cover. Very competitive
o.0 1. ToO 10 be 0.06 M
mmbree
BROWN TOP MILLET
(RA_ teocuohwn)
alone
in minima.
40 Ube
10 m..
Os a
02 b.
Y -L
137,000 seed per pound.
Outdk de= cover. We
Foals ono much competition
1 wrl=s rime=d
1/ Temporary corer crops are very competitive and wit Dowd perenal if seeded to heavily.
2/ Reduce seed, rata by 50X when =Wed.
3/ PIS M an abbreviation for Pure lie Seed.
4/ M -L reprssente the Mountain: Bede RYgc and Ridges and Volans APRs
P represents tlw Southern Piedmont WAS
C r.er...ts southern Coo= PlOe: Sand HMS: BMck lanes: and Atlantic Cone Fiatwood. MLRA.
FERTILIZER REQUIREMENTS
TYPE OF SPECIES
YEAR
EQUIVALENT IS OR
N -P -K
RATE
TOP DRESSING
RATE
1. Cool season
s
First
6 -12 -12
1500 lbs. /ac.
50 -100 lbs. /uc.1 /2/
grasses
Second
Maintenance
6 -12 -12
10 -10 -10
1000 lbs./ c
400 lbs. /ac.
-
30
2. Cool season
First
Second
6 -12 -12
) -10 -10
1500 lbs. /ac.
1000 lbs. /ac.
0 -50 lbs./ac.1/
-
legumes
Maintenance
0 -10 -10
400 lbs. /ac.
-
3. Ground covers
First
0 -10 -10
1500 lbs. /ac.
-
Second
10 -10 -10
1000 lbs./ c
-
Maintenance
10 -10 -10
1100 lbs. /ac.
-
4. Pine seedlings
First
20 -10 -5
one 21 -gram
pellet per seedling
placed the
closing hole
-
5. Shrub
First
0 -10 -10
700 lbs. /a .
-
Les pedeza
Maintenance
0 -10 -10
700 lbs. /ate/
6. Temporary
crops
seeded alne
First
10 -10 -10
500 lbs. /ac.
30 lbs. /00.5/
7. Warn season
First
6 -12 -12
1500 lbs. / c.
50 -100 lbs./ c.2 /6/
grasses
Second
Maintenance
6 -12 -12
10 -10 -10
000 lbs. a
400 lbs. /ce.
50 -100 lbs. /ac.2/
30 lbs. /00.
8. Warn season
First
6 -12 -12
1500 lbs. /ere.
50 lbs. /ao. 6/
grasses and
legumes
Second
Maintenance
0 -10 -10
0 -10 -10
1000 lbs. /ae
400 lbs. /ac.
1/ Apply in spring following seeding.
2/ Apply in split applications when high rates ore used.
3/ Apply in 3 split application .
4/ Apply p
when plants re pruned.
5/ Apply to grave species only.
6/ Apply when plants grow to a height of 2 to 4 inane.
SOIL EROSION CONTROL LEGEND, NOTES & DEUIIS
SILVER do 1 7th AVENUE CONDOMINIUMS
PORTIONS OF LOT 4 t 5, OF A SUBDMSION OF
BEACH LOT 101 AND A PORTION OF LOT 4 OF A SUBONISION
OF BEACH LOT 102, WARD 5, TYBEE ISLAND. GEORGIA.
GREGORY CHU
DAVIS ENGINEERING ,INC.
11311 C
S \ MartR 31106
TEL 912 -M-7= FAC 912- 382 -77117
E-16= ■EIO9EE!•YD9WMWBETATFJET
DRAwN: D.S.
oER N: DD.
CHECKED: DD.
JOB NO: 20201100e
SEPTEMBER 3, 2002
C6