SHEET NUMBER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
INITIAL ISSUE DATE:
JOB NUMBER:
C-1
200124
9/16/2020
RG/DC
JK
JK
N/A
GSWCC LEVEL II CERTIFICATION NO. 31908
EXPIRES: 01/22/2022
0
9
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1
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SCALE:
WATTS & BROWNING ENGINEERS, INC. HAS EXAMINED THE NATIONAL
FLOOD
INSURANCE PROGRAM (NFIP) FLOOD INSURANCE RATE MAP (FIRM) AND
BY
GRAPHICALLY PLOTTING THE LOCATION OF THE SUBJECT PROPERTY ONTO
DEKALB
COUNTY FIRM MAP NUMBER 13089C0158J, DATED MAY 16, 2013, THE
REFERENCED
PROPERTY IS LOCATED IN THE ZONES LISTED BELOW:
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED.
ZONE X (UNSHADED): AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE
FLOODPLAIN.
SITE
LOCATION MAP
N.T.S.
FLOOD MAP
N.T.S.
SITE
OWNER
STB LOTS, LLC
5755 DUPREE DR NW #130
ATLANTA, GA 30327-4352
DEVELOPER (PRIMARY PERMITTEE):
VENTURE COMMUNITIES, LLC
5500 INTERSTATE NORTH PKWY
SUITE 150
SANDY SPRINGS, GA 30328
PHONE: (770) 616-7515
24 HOUR EMERGENCY CONTACT:
BOB WHITE (770) 616-7515
ENGINEER:
WATTS & BROWNING ENGINEERS, INC.
1349 OLD 41 HWY NW, SUITE #225
MARIETTA, GA 30060
PHONE: (678) 324-6192
FAX: (770) 694-6870
CONTACT: DARYL COOK
NOTE: ABOVE GROUND UTILITY LOCATIONS WERE OBTAINED FROM FIELD
OBSERVATIONS BY
OTHERS. WATTS & BROWNING ENGINEERS HAS NOT RESEARCHED
UNDERGROUND UTILITY
LOCATIONS. INFORMATION SHOWN HEREON REGARDING THE EXISTENCE,
SIZE, TYPE AND
LOCATION OF UNDERGROUND UTILITIES IS BASED ON MARKINGS IN THE
FIELD AND INFORMATION
FURNISHED TO US BY OTHERS AND WATTS & BROWNING ENGINEERS IS
UNABLE TO CERTIFY TO
THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. INDICATED
LOCATIONS SHOULD BE
CONFIRMED IN THE FIELD WITH THE UTILITY COMPANIES PRIOR TO
PROCEEDING WITH
PLANNING, DESIGN OR CONSTRUCTION.
AP#1244268 - SKETCH PLAT
FOR
LONGVIEW RUN
LOCATED IN
LAND LOTS 9 & 24
16TH DISTRICT
DEKALB COUNTY, GEORGIA
ADDRESSES: 2620 SHELL BARK ROAD
PARCEL ID: 16 009 01 001 &
2641 ACUITY WAY
PARCEL ID: 16 024 06 001
SITE
GENERAL NOTES:
1. THE TOPOGRAPHIC AND ELEVATION DATA SHOWN HERON WAS OBTAINED
FROM
BOUNDARY & TOPOGRAPHIC INFORMATION FROM A SURVEY FOR
VENTURE
COMMUNITIES, LLC BY NORTH POINT LAND SURVEYING, DATED APRIL 22,
2020 AND IS
NOT CERTIFIED AS CORRECT BY THE ENGINEER. USERS OF THIS DATA DO
SO AT THEIR
OWN RISK.
2. NO HISTORIC FEATURES HAVE BEEN FOUND ONSITE. CONTOUR INTERVAL
IS 1', BASED
ON NAD83 DATUM.
3. THE DEVELOPED SITE WILL CONSIST OF 38 TOWN HOMES.
4. KNOWN SANITARY SEWER AND WATERMAIN LINES AND EASEMENTS ARE
SHOWN.
5. NO WETLANDS EXIST OUTSIDE OF THE FLOOD PLAIN OR WITHIN THE
PROPOSED LIMITS
OF DISTURBANCE, TO THE BEST OF OUR KNOWLEDGE.
6. SNAPFINGER CREEK TRIBUTARY 3 IS THE RECEIVING WATERS.
7. NO BURY PITS ARE KNOWN TO EXIST OR ARE PROPOSED.
8. ROADWAYS WILL BE 24' BC/BC & PUBLIC W/ 55' ROW,
CONSTRUCTED TO DEKALB
COUNTY STANDARDS.
9. WATER & FIRE SERVICES WILL BE PUBLICLY MAINTAINED BY
DEKALB COUNTY, VIA
EASEMENTS.
10. ELECTRIC SERVICE WILL BE UNDERGROUND AND PROVIDED BY GEORGIA
POWER.
11. SANITARY SEWER & WATER SERVICES WILL BE PROVIDED BY
DEKALB COUNTY. NO
SEPTIC TANKS EXIST ONSITE OR ARE PROPOSED.
12. A 75' TRIBUTARY BUFFER MEASURED FROM THE POINT OF WRESTED
VEGETATION,
WILL BE MAINTAINED ON ALL STATE WATERS THAT ARE NOT APPROVED FOR
A BUFFER
ENCROACHMENT VARIANCE BY DEKALB COUNTY OR GA. E.P.D.
13. SKETCH PLAT APPROVAL DOES NOT CONSTITUTE APPROVAL OF THE
STORM DRAINAGE
OR SANITARY SEWER SYSTEMS. NO CONSTRUCTION SHALL BEGIN UNTIL
CONSTRUCTION PLANS ARE APPROVED AND A DEVELOPMENT PERMIT IS
OBTAINED.
14. THE OWNER OF THE PROPERTY IS RESPONSIBLE FOR COMPLIANCE WITH
THE CORPS
OF ENGINEERS REQUIREMENTS REGARDING WETLANDS.
15. A MANDATORY HOME OWNERS ASSOCIATION IS REQUIRED FOR
MAINTENANCE OF
ACCESS DRIVES, UTILITIES, AND STORM MANAGEMENT FACILITIES WITHIN
COMMON
AREAS AND TO PROVIDE A DECLARATION OF PROTECTIVE COVENANTS
AND
CONDITIONS ADDRESSING MAINTENANCE RESPONSIBILITY.
16. MOST OF THE PROPOSED DISTURBED AREA FALLS WITHIN EXISTING
DISTURBED
AREAS. THERE ARE NO SPECIMEN TREES LOCATED WITHIN THE PROPOSED
AREAS OF
DISTURBANCE. MU-4 PRESERVATION REQUIREMENTS WILL BE MET.
17. ALL UNITS TO BE INDIVIDUALLY METERED (WATER).
18. DEKALB COUNTY SANITATION DEPARTMENT WILL BE RESPONSIBLE FOR
HANDLING
HOUSEHOLD WASTE, YARD DEBRIS AND RECYCLABLE MATERIAL.
19. 72 HOURS NOTICE IS REQUIRED TO GEORGIA 811 UTILITY
PROTECTION CENTER
BEFORE ANY PLANNED DIGGING, http://www.georgia811.com
20. DEKALB COUNTY IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS
BY
ENGINEERS OR OTHER DESIGN PROFESSIONALS ON DESIGN OR COUNTY
CODE
REQUIREMENTS FOR THIS PROJECT.
21. THIS SITE WAS A FUTURE PHASE OF LONGVIEW POINTE
SUBDIVISION.
22. NO KNOWN PERMITS ARE ACTIVE FOR THIS SITE.
23. NO STREET PARKING SHALL BE ALLOWED, AND SIGNAGE SHALL BE
POSTED.
24. IF THE ROAD WIDTHS ARE LESS THAN 26' WITH BUILDING HEIGHTS
EXCEEDING 35 FEET,
THEN THE BUILDING SHALL INCLUDE FIRE SPRINKLER SYSTEMS. NFPA 13D
ARE
ACCEPTABLE
25. UNIT 28 TRASH CART TO BE PLACED NEAR UNITS 27/26 FOR
PICKUP
26. WATERSHED NOTES: ALL 6” SS LATS & 8” SS MAIN WITHIN ROW
TO BE DIP, PLACE PVC
CO 1’ INSIDE ROW, NO BLDG AND/OR PATIOS IN SSE, PLACE WATER MAIN
3’ BEHIND
CURB, WATER SERVICE MAY BE 1” & SPLIT INTO 2 ¾”, PLACE METER
BOXES BETWEEN
SIDEWALK & BOC OR BETWEEN SIDEWALK & EXTEND MAIN FROM
ROAD C TO ‘LOOP’ &
CONNECT TO MAIN IN ACUITY WAY
27. ROW WILL BE DEDICATED TO PROVIDE 1' BEHIND THE EXISTING
SIDEWALK ON ACUITY
WAY NEAR PANOLA IND TO ALLOW FOR STREET LIGHT PLACEMENT
28. A STORM WATER BMP IS PROPOSED AND WILL BE DESIGNED DURING
LDP PERMITTING.
29. PERVIOUS PAVERS PLACED IN THE FLOOD PLAIN SHALL NOT REDUCE
THE FLOOD PLAIN
VOLUME/CAPACITY.
SOILS LEGEND
Ca CARTECAY SILT LOAM, FREQUENTLY FLOODED0.6"-2"/HOUR
PERMIBILITY
0.6"-2"/HOUR
HsB HIWASSEE SANDY LOAM, 2 TO 6 PERCENT SLOPES0.6"-2"/HOUR
CvF CHESTATEE STONY SANDY LOAM, 15 TO 45 PERCENT SLOPES
0.6"-2"/HOUR
PfC PACOLET SANDY LOAM, 2 TO 10 PERCENT SLOPES0.6"-2"/HOUR
HtC2 HIWASSEE CLAY LOAM, 6 TO 10 PERCENT SLOPES, ERODED
THIS SKETCH PLAT HAS BEEN SUBMITTED TO AND APPROVED BY THE
PLANNING
COMMISSION OF DEKALB COUNTY,
ON THIS . DAY OF . 20 .
BY: . DIRECTOR
PLANNING COMMISION CHAIRMAN
DEKALB COUNTY, GEORGIA.
SK
ET
CH
P
LA
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S
HE
ET
DEVELOPMENT DATA
TOTAL SITE AREA: 6.20 AC
CURRENT ZONING: MU-4
PROPOSED UNITS: 38 UNITS
PROPOSED DENSITY: 6.13 UNITS/AC
REQUIRED OPEN SPACE: 20% (1.4 AC)
PROPOSED OPEN SPACE: 51% (3.6 AC)
MAXIMUM LOT COVERAGE: 90%
MINIMUM DWELLING UNIT SIZE: 850 SF
MAXIMUM BUILDING HEIGHT: 45' OR 3 STORIES
(WHICHEVER IS LESS)
MINIMUM LOT WIDTH: 20'
GUEST PARKING: 13 SPACES
SETBACKS:
FRONT: 15'
REAR: 10'
SIDE: 0'
SIDE CORNER: 5'
DEVELOPMENT OF RESIDENTIAL TOWNHOMES. PROJECT IS
LOCATES AT 2641 ACUITY WAY/2620 SHELL BARK ROAD.
SITE IS 6.2 ACRES AND WILL HAVE 38 UNITS.
COMBINATION PLAT AP#67987986 (PERMIT#1ED 244433)
THE AMENITY AREA IS EXISTING AND IS FULLY
OPERATIONAL.
1
2
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1
-
2
0
Sheet List Table
Sheet Number Sheet Title
C-1 SKETCH PLAT - COVER SHEET
C-2 SKETCH PLAT - SITE PLAN
Z-1 ZONING MINUTES
TS-1 TREE SURVEY (BY OTHERS)
\\hercules\E
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R\200124\dw
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.dw
g, 12/1/2020 12:14:33 P
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(G
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AutoCAD SHX TextNO. DATE BY DESCRIPTION
AutoCAD SHX TextREVISIONS
AutoCAD SHX TextWATTS & BROWNING ENGINEERS, INC.
AutoCAD SHX TextCIVIL ENGINEERS & LAND SURVEYORS
AutoCAD SHX TextWWW.WBENGR.COM
AutoCAD SHX TextFAX: (770) 694-6870
AutoCAD SHX TextPHONE:(678) 324-6192
AutoCAD SHX Text1349 OLD 41 HWY NW, SUITE #225
AutoCAD SHX TextMARIETTA, GEORGIA 30060
AutoCAD SHX TextLSF000429 - PEF000714
AutoCAD SHX TextCIVIL ENGINEERS & LAND SURVEYORS
AutoCAD SHX TextWATTS & BROWNING ENGINEERS, INC.
AutoCAD SHX Text1 09-16-20 JK SKETCH PLAT
AutoCAD SHX Text2 12-01-20 RTG ADDRESS SKETCH PLAT COMMENTS
A
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INV=826.94
INV=827.86
INV=826.84
INV=826.77
INV=827.76
INV=827.79
INV=827.67
CB
TOP=838.39
INV=832.09
CB
TOP=838.64
INV IN=831.26
INV OUT=826.94
SSMH
TOP=834.83
INV IN=820.23
INV IN=821.63
INV OUT=820.13
SSMH
TOP=833.67
INV IN=819.97
INV OUT=819.87
SSMH
TOP=835.86
INV IN=819.31
INV OUT=818.86
SSMH
TOP=835.47
INV IN=819.37
INV IN=820.22
INV IN=823.77
INV OUT=819.17
SSMH
TOP=843.84
INV IN=823.39
INV OUT=823.34
SSMH
TOP=853.29
INV =827.13
SSMH
TOP=863.94
INV IN=845.64
INV OUT=845.64
N/F
STB LOTS LLC
DB 22412/PG 262
ZONED: MU-4
N/F
STB LOTS LLC
DB 22412/PG 262
ZONED: MU-4
N/F
LONGVIEW COMMUNITY
ASSOCIATION, INC.
DB 20983/PG 32
PB 190/PG 47
ZONED: MU-4
INV=822.86
INV=836.62
INV=838.57
JB
TOP=858.48
INV IN=846.53
INV OUT=846.43
CB
TOP=857.72
INV IN=849.62
INV OUT=847.24
CB
TOP=858.67
INV IN=851.87
INV IN-851.57
INV OUT=850.52
SM
H
S
M
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SM
H
S
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SM
H
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8
"
D
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8
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8
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D
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P
8
"
D
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P
8" D
IP
8
"
D
I
P
APPROXIMATE LOCATION
EXISTING 8" DIP WATERMAIN
(LOCATION TO BE VERIFIED IN
THE FIELD)
2
4
'
B
C
-
B
C
2
4
' B
C
-
B
C
24' B
C-B
C
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(
2
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)GUEST PARKING
(4-SLOT)
OC
S
JB
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
PfC
CvF
Ca
HtC2
HsB
8
5
4
8
5
4
8
5
2
8
5
0
8
5
2
8
5
2
8
5
4
8
5
2
8
5
0
8
4
4
8
5
0
8
4
8
8
5
0
8
4
68
4
7
8
5
3
856
8
5
8
8
5
4
8
5
4
8
5
4
8
5
5
8
5
2
854
8
4
8
8
4
8
852
8
5
2
8
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6
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2
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5
0
PI
P
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J
B
P
R
O
P
O
S
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D
R
O
W
5' SIDEWALK
5' SIDEWALK
5' BEAUTY STRIP
5' BEAUTY STRIP
6" CHAIN
LINK FENCE
W/ 12' GATE
E
X
R
O
W
APPROXIMATE LOCATION EX WATERMAIN
5
'
S
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W
A
L
K
5
' S
ID
E
W
A
L
K
5
' S
ID
E
W
A
L
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PROPOSED STREET LIGHTS
TO BE COORDINATED W/ GA
POWER, ±100' ON CURB TYP.
8
6
0
8
6
2
8
5
9
8
6
2
8
6
0
8
5
9
8
6
3
5' BEAUTY STRIP
5' SIDEWALK
LONGVIEW RUN
55' R/W
L
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G
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W
R
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5
5
'
R
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W
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W
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'
R
1
5
'
R
3
5
'
R
3
5
'
R35'
R
3
5
'
R35'
PROPOSED FIRE
HYDRANT
Ca
CvF
CvF
Ca
EX FIRE HYDRANT
EX FIRE HYDRANT
EX FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING
PARKING LOT FOR OVERALL
DEVELOPMENT AMENITY AREA
(INCLUDES POOL AND PLAYGROUND)
PI
SCALE:
SHEET NUMBER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
INITIAL ISSUE DATE:
JOB NUMBER:
C-2
200124
09/16/2020
RG/DC
JK
JK
1"=30'
GSWCC LEVEL II CERTIFICATION NO. 31908
EXPIRES: 01/22/2022
FO
R
LO
NG
VIE
W R
UN
LA
ND
L
OT
9
&
2
4 ~
1
6T
H D
IS
TR
IC
T
DE
KA
LB
C
OU
NT
Y, G
EO
RG
IA
OWNER
STB LOTS, LLC
5755 DUPREE DR NW #130
ATLANTA, GA 30327-4352
DEVELOPER (PRIMARY PERMITTEE):
VENTURE COMMUNITIES, LLC
5500 INTERSTATE NORTH PKWY
SUITE 150
SANDY SPRINGS, GA 30328
PHONE: (770) 616-7515
24 HOUR EMERGENCY CONTACT:
BOB WHITE (770) 616-7515
ENGINEER:
WATTS & BROWNING ENGINEERS, INC.
1349 OLD 41 HWY NW, SUITE #225
MARIETTA, GA 30060
PHONE: (678) 324-6192
FAX: (770) 694-6870
CONTACT: DARYL COOK
THIS SKETCH PLAT HAS BEEN SUBMITTED TO AND APPROVED BY THE
PLANNING
COMMISSION OF DEKALB COUNTY,
ON THIS . DAY OF . 20 .
BY: . DIRECTOR
PLANNING COMMISION CHAIRMAN
DEKALB COUNTY, GEORGIA.
SK
ET
CH
P
LA
T - S
IT
E P
LA
N
STORMWATER
FACILITY
DEVELOPMENT DATA
TOTAL SITE AREA: 6.20 AC
CURRENT ZONING: MU-4
PROPOSED UNITS: 38 UNITS
PROPOSED DENSITY: 6.13 UNITS/AC
REQUIRED OPEN SPACE: 20% (1.4 AC)
PROPOSED OPEN SPACE: 51% (3.6 AC)
MAXIMUM LOT COVERAGE: 90%
MINIMUM DWELLING UNIT SIZE: 850 SF
MAXIMUM BUILDING HEIGHT: 45' OR 3 STORIES
(WHICHEVER IS LESS)
MINIMUM LOT WIDTH: 20'
GUEST PARKING: 13 SPACES
SETBACKS:
FRONT: 15'
REAR: 10'
SIDE: 0'
SIDE CORNER: 5'
DEVELOPMENT OF RESIDENTIAL TOWNHOMES. PROJECT IS
LOCATES AT 2641 ACUITY WAY/2620 SHELL BARK ROAD.
SITE IS 6.2 ACRES AND WILL HAVE 38 UNITS.
COMBINATION PLAT AP#67987986 (PERMIT#1244433)
GENERAL NOTES:
1. THE TOPOGRAPHIC AND ELEVATION DATA SHOWN HERON WAS OBTAINED
FROM
BOUNDARY & TOPOGRAPHIC INFORMATION FROM A SURVEY FOR
VENTURE
COMMUNITIES, LLC BY NORTH POINT LAND SURVEYING, DATED APRIL 22,
2020 AND IS
NOT CERTIFIED AS CORRECT BY THE ENGINEER. USERS OF THIS DATA DO
SO AT THEIR
OWN RISK.
2. NO HISTORIC FEATURES HAVE BEEN FOUND ONSITE. CONTOUR INTERVAL
IS 1', BASED
ON NAD83 DATUM.
3. THE DEVELOPED SITE WILL CONSIST OF 38 TOWN HOMES.
4. KNOWN SANITARY SEWER AND WATERMAIN LINES AND EASEMENTS ARE
SHOWN.
5. NO WETLANDS EXIST OUTSIDE OF THE FLOOD PLAIN OR WITHIN THE
PROPOSED LIMITS
OF DISTURBANCE, TO THE BEST OF OUR KNOWLEDGE.
6. SNAPFINGER CREEK TRIBUTARY 3 IS THE RECEIVING WATERS.
7. NO BURY PITS ARE KNOWN TO EXIST OR ARE PROPOSED.
8. ROADWAYS WILL BE 24' BC/BC & PUBLIC W/ 55' ROW,
CONSTRUCTED TO DEKALB
COUNTY STANDARDS.
9. WATER & FIRE SERVICES WILL BE PUBLICLY MAINTAINED BY
DEKALB COUNTY, VIA
EASEMENTS.
10. ELECTRIC SERVICE WILL BE UNDERGROUND AND PROVIDED BY GEORGIA
POWER.
11. SANITARY SEWER & WATER SERVICES WILL BE PROVIDED BY
DEKALB COUNTY. NO
SEPTIC TANKS EXIST ONSITE OR ARE PROPOSED.
12. A 75' TRIBUTARY BUFFER MEASURED FROM THE POINT OF WRESTED
VEGETATION,
WILL BE MAINTAINED ON ALL STATE WATERS THAT ARE NOT APPROVED FOR
A BUFFER
ENCROACHMENT VARIANCE BY DEKALB COUNTY OR GA. E.P.D.
13. SKETCH PLAT APPROVAL DOES NOT CONSTITUTE APPROVAL OF THE
STORM DRAINAGE
OR SANITARY SEWER SYSTEMS. NO CONSTRUCTION SHALL BEGIN UNTIL
CONSTRUCTION PLANS ARE APPROVED AND A DEVELOPMENT PERMIT IS
OBTAINED.
14. THE OWNER OF THE PROPERTY IS RESPONSIBLE FOR COMPLIANCE WITH
THE CORPS
OF ENGINEERS REQUIREMENTS REGARDING WETLANDS.
15. A MANDATORY HOME OWNERS ASSOCIATION IS REQUIRED FOR
MAINTENANCE OF
ACCESS DRIVES, UTILITIES, AND STORM MANAGEMENT FACILITIES WITHIN
COMMON
AREAS AND TO PROVIDE A DECLARATION OF PROTECTIVE COVENANTS
AND
CONDITIONS ADDRESSING MAINTENANCE RESPONSIBILITY.
16. MOST OF THE PROPOSED DISTURBED AREA FALLS WITHIN EXISTING
DISTURBED
AREAS. THERE ARE NO SPECIMEN TREES LOCATED WITHIN THE PROPOSED
AREAS OF
DISTURBANCE. MU-4 PRESERVATION REQUIREMENTS WILL BE MET.
17. ALL UNITS TO BE INDIVIDUALLY METERED (WATER).
18. DEKALB COUNTY SANITATION DEPARTMENT WILL BE RESPONSIBLE FOR
HANDLING
HOUSEHOLD WASTE, YARD DEBRIS AND RECYCLABLE MATERIAL.
19. 72 HOURS NOTICE IS REQUIRED TO GEORGIA 811 UTILITY
PROTECTION CENTER
BEFORE ANY PLANNED DIGGING, http://www.georgia811.com
20. DEKALB COUNTY IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS
BY
ENGINEERS OR OTHER DESIGN PROFESSIONALS ON DESIGN OR COUNTY
CODE
REQUIREMENTS FOR THIS PROJECT.
21. THIS SITE WAS A FUTURE PHASE OF LONGVIEW POINTE
SUBDIVISION.
22. NO KNOWN PERMITS ARE ACTIVE FOR THIS SITE.
23. NO STREET PARKING SHALL BE ALLOWED, AND SIGNAGE SHALL BE
POSTED.
24. IF THE ROAD WIDTHS ARE LESS THAN 26' WITH BUILDING HEIGHTS
EXCEEDING 35 FEET,
THEN THE BUILDING SHALL INCLUDE FIRE SPRINKLER SYSTEMS. NFPA 13D
ARE
ACCEPTABLE
25. UNIT 28 TRASH CART TO BE PLACED NEAR UNITS 27/26 FOR
PICKUP
26. WATERSHED NOTES: ALL 6” SS LATS & 8” SS MAIN WITHIN ROW
TO BE DIP, PLACE PVC
CO 1’ INSIDE ROW, NO BLDG AND/OR PATIOS IN SSE, PLACE WATER MAIN
3’ BEHIND
CURB, WATER SERVICE MAY BE 1” & SPLIT INTO 2 ¾”, PLACE METER
BOXES BETWEEN
SIDEWALK & BOC OR BETWEEN SIDEWALK & EXTEND MAIN FROM
ROAD C TO ‘LOOP’ &
CONNECT TO MAIN IN ACUITY WAY
27. ROW WILL BE DEDICATED TO PROVIDE 1' BEHIND THE EXISTING
SIDEWALK ON ACUITY
WAY NEAR PANOLA IND TO ALLOW FOR STREET LIGHT PLACEMENT
28. A STORM WATER BMP IS PROPOSED AND WILL BE DESIGNED DURING
LDP PERMITTING.
29. PERVIOUS PAVERS PLACED IN THE FLOOD PLAIN SHALL NOT REDUCE
THE FLOOD PLAIN
VOLUME/CAPACITY.
SOILS LEGEND
Ca CARTECAY SILT LOAM, FREQUENTLY FLOODED0.6"-2"/HOUR
PERMIBILITY
0.6"-2"/HOUR
HsB HIWASSEE SANDY LOAM, 2 TO 6 PERCENT SLOPES0.6"-2"/HOUR
CvF CHESTATEE STONY SANDY LOAM, 15 TO 45 PERCENT SLOPES
0.6"-2"/HOUR
PfC PACOLET SANDY LOAM, 2 TO 10 PERCENT SLOPES0.6"-2"/HOUR
HtC2 HIWASSEE CLAY LOAM, 6 TO 10 PERCENT SLOPES, ERODED
XxXx
SOIL BOUNDARY
SOIL TYPE LABEL
1
2
-
0
1
-
2
0
THE SITE AREA SOUTH OF THE CREEK HAS
BEEN PREVIOUSLY CLEARED AND GRADED.
THIS AREA NOW HAS SMALL DIAMETER TREES.
THERE ARE NO SPECIMEN TREES ON THIS SITE.
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g, 12/1/2020 12:15:00 P
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AutoCAD SHX TextN48°21'54"E344.05'
AutoCAD SHX TextN33°58'17"E97.50'
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AutoCAD SHX TextNO. DATE BY DESCRIPTION
AutoCAD SHX TextREVISIONS
AutoCAD SHX TextWATTS & BROWNING ENGINEERS, INC.
AutoCAD SHX TextCIVIL ENGINEERS & LAND SURVEYORS
AutoCAD SHX TextWWW.WBENGR.COM
AutoCAD SHX TextFAX: (770) 694-6870
AutoCAD SHX TextPHONE:(678) 324-6192
AutoCAD SHX Text1349 OLD 41 HWY NW, SUITE #225
AutoCAD SHX TextMARIETTA, GEORGIA 30060
AutoCAD SHX TextLSF000429 - PEF000714
AutoCAD SHX Text0
AutoCAD SHX TextGRAPHIC SCALE
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AutoCAD SHX Text30
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AutoCAD SHX Text1 09-16-20 JK SKETCH PLAT
AutoCAD SHX Text2 12-01-20 RTG ADDRESS SKETCH PLAT COMMENTS
