infiltration trench detail...dated 2-23-2019. flood statement: : by graphic plotting only, this...

2
NON-WOVEN FILTER FABRIC PERFORATED PIPE INFILTRATION TRENCH DETAIL FLOW FLOW 14' 12" DEPTH OF COVER 5' 2" X

Upload: others

Post on 23-Aug-2020

1 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: INFILTRATION TRENCH DETAIL...dated 2-23-2019. flood statement: : by graphic plotting only, this property is not in and area having special flood hazards according to the flood insurance

NON-WOVEN FILTER FABRIC

PERFORATED PIPE

INFILTRATION TRENCH DETAIL

FLOWFLOW

14'

12" DEPTH OF COVER

5'

2"

X

AutoCAD SHX Text
1"OTP
AutoCAD SHX Text
36
AutoCAD SHX Text
N ~ F
AutoCAD SHX Text
FLIGHTWAY PROPERTIES, LLC
AutoCAD SHX Text
D.B. 27150, PG. 645
AutoCAD SHX Text
BRIDGE
AutoCAD SHX Text
#4RBS
AutoCAD SHX Text
#4RBS
AutoCAD SHX Text
#4RBS
AutoCAD SHX Text
#4RBS
AutoCAD SHX Text
#4RBS
AutoCAD SHX Text
#4RBF IN CONC.
AutoCAD SHX Text
#5RBF
AutoCAD SHX Text
FP FOUND ON-LINE
AutoCAD SHX Text
1"CTP
AutoCAD SHX Text
S06°44'13"E
AutoCAD SHX Text
172.02'
AutoCAD SHX Text
N90°00'00"W
AutoCAD SHX Text
127.81'
AutoCAD SHX Text
N36°08'49"W
AutoCAD SHX Text
273.43'
AutoCAD SHX Text
L1
AutoCAD SHX Text
L2
AutoCAD SHX Text
L3
AutoCAD SHX Text
L4
AutoCAD SHX Text
L5
AutoCAD SHX Text
L6
AutoCAD SHX Text
EXISTING STRUCTURE TO BE REMOVED FFE=513.07 #1428
AutoCAD SHX Text
75' BUFFER
AutoCAD SHX Text
50' BUFFER
AutoCAD SHX Text
25' BUFFER
AutoCAD SHX Text
50' BUFFER
AutoCAD SHX Text
25' BUFFER
AutoCAD SHX Text
25' BUFFER
AutoCAD SHX Text
50' BUFFER
AutoCAD SHX Text
75' BUFFER
AutoCAD SHX Text
C CREEK
AutoCAD SHX Text
L
AutoCAD SHX Text
36"HW
AutoCAD SHX Text
36"HW
AutoCAD SHX Text
18"HW
AutoCAD SHX Text
22"P
AutoCAD SHX Text
36"HW
AutoCAD SHX Text
24"HW
AutoCAD SHX Text
24"HW
AutoCAD SHX Text
22"HW
AutoCAD SHX Text
18"HW
AutoCAD SHX Text
C CREEK
AutoCAD SHX Text
L
AutoCAD SHX Text
N ~ F
AutoCAD SHX Text
OWEN, HELEN W.
AutoCAD SHX Text
PID: 1823806002
AutoCAD SHX Text
N ~ F
AutoCAD SHX Text
MSC BROOKSTONE, LLC
AutoCAD SHX Text
DB. 26678, PG. 397
AutoCAD SHX Text
(30' R/W)
AutoCAD SHX Text
OGEECHEE DRIVE
AutoCAD SHX Text
(ROAD NOT OPEN)
AutoCAD SHX Text
L.L.
AutoCAD SHX Text
238
AutoCAD SHX Text
L.L.
AutoCAD SHX Text
201
AutoCAD SHX Text
L.L.
AutoCAD SHX Text
238
AutoCAD SHX Text
L.L.
AutoCAD SHX Text
201
AutoCAD SHX Text
APPARENT 20' SSE
AutoCAD SHX Text
DECK
AutoCAD SHX Text
DECK
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CONCRETE DRIVE
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
CHAINLINK FENCE
AutoCAD SHX Text
WOOD FENCE
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
7.5' B/L
AutoCAD SHX Text
SANITARY MANHOLE TOP=518.36 INV.=508.36
AutoCAD SHX Text
25' BUFFER
AutoCAD SHX Text
APPROXIMATE LAND LOT LINE
AutoCAD SHX Text
APPROXIMATE LAND LOT LINE
AutoCAD SHX Text
8" DIP
AutoCAD SHX Text
24"POP
AutoCAD SHX Text
28"POP
AutoCAD SHX Text
14"HW
AutoCAD SHX Text
14"HW
AutoCAD SHX Text
14"HW
AutoCAD SHX Text
14"HW
AutoCAD SHX Text
16"HW
AutoCAD SHX Text
24"HW
AutoCAD SHX Text
38"HW
AutoCAD SHX Text
24"HW
AutoCAD SHX Text
40"HW
AutoCAD SHX Text
30"HW
AutoCAD SHX Text
20"POP
AutoCAD SHX Text
38"P
AutoCAD SHX Text
25' BUFFER
AutoCAD SHX Text
1"OTP
AutoCAD SHX Text
22"HW
AutoCAD SHX Text
#4RBF
AutoCAD SHX Text
ORIGINAL LOT LINE (PROPOSED)
AutoCAD SHX Text
34
AutoCAD SHX Text
33
AutoCAD SHX Text
236.26'
AutoCAD SHX Text
S 45%%D30'38" E
AutoCAD SHX Text
269.43'
AutoCAD SHX Text
S 51%%D36'52" E
AutoCAD SHX Text
235.55'
AutoCAD SHX Text
AC.
AutoCAD SHX Text
0.36
AutoCAD SHX Text
15542
AutoCAD SHX Text
AC.
AutoCAD SHX Text
0.34
AutoCAD SHX Text
14941
AutoCAD SHX Text
#1424-A
AutoCAD SHX Text
#1424-B
AutoCAD SHX Text
PROPOSED RESIDENCE ±960 SFFFE=515.5
AutoCAD SHX Text
WRESTED EDGE OF VEGETATION
AutoCAD SHX Text
7.5'B/L
AutoCAD SHX Text
7.5'B/L
AutoCAD SHX Text
7.5'B/L
AutoCAD SHX Text
7.5'B/L
AutoCAD SHX Text
30'B/L
AutoCAD SHX Text
30'B/L
AutoCAD SHX Text
40'B/L
AutoCAD SHX Text
40'B/L
AutoCAD SHX Text
C1
AutoCAD SHX Text
Ds1
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Ds3
AutoCAD SHX Text
Ds4
AutoCAD SHX Text
Du
AutoCAD SHX Text
ALL DISTURBED AREAS
AutoCAD SHX Text
Sd1-S
AutoCAD SHX Text
DOUBLE ROW
AutoCAD SHX Text
Tr
AutoCAD SHX Text
PROP. BUFFER ENCR. ±390 SF
AutoCAD SHX Text
L8
AutoCAD SHX Text
12'x7'x5' INFIL. TRENCH
AutoCAD SHX Text
INFIL. TRENCH OVERFLOW
AutoCAD SHX Text
24"POP 7% IMPACT
AutoCAD SHX Text
Sd1-S
AutoCAD SHX Text
DOUBLE ROW
AutoCAD SHX Text
Tr
AutoCAD SHX Text
L7
AutoCAD SHX Text
L9
AutoCAD SHX Text
AC.
AutoCAD SHX Text
0.48
AutoCAD SHX Text
21,070
AutoCAD SHX Text
Co
AutoCAD SHX Text
Sd1-S
AutoCAD SHX Text
DOUBLE ROW
AutoCAD SHX Text
Tr
AutoCAD SHX Text
Sd1-S
AutoCAD SHX Text
DOUBLE ROW
AutoCAD SHX Text
Tr
AutoCAD SHX Text
14'x7'x5' INFIL. TRENCH
AutoCAD SHX Text
24"HW 10% IMPACT
AutoCAD SHX Text
14"HW NO IMPACT
AutoCAD SHX Text
14"HW NO IMPACT
AutoCAD SHX Text
18"HW NO IMPACT
AutoCAD SHX Text
24"SG 19% IMPACT
AutoCAD SHX Text
24"HW 6% IMPACT
AutoCAD SHX Text
28"HW 3% IMPACT
AutoCAD SHX Text
30"HW 12% IMPACT
AutoCAD SHX Text
PROPOSED RESIDENCE ±1800 SFFFE=513.0
AutoCAD SHX Text
Sd1-S
AutoCAD SHX Text
DOUBLE ROW
AutoCAD SHX Text
75' BUFFER
AutoCAD SHX Text
INFIL. TRENCH OVERFLOW
AutoCAD SHX Text
#4RBS
AutoCAD SHX Text
#4RBS
AutoCAD SHX Text
#4RBS
AutoCAD SHX Text
FP FOUND ON-LINE
AutoCAD SHX Text
1"CTP
AutoCAD SHX Text
S06°44'13"E
AutoCAD SHX Text
N90°00'00"W
AutoCAD SHX Text
127.81'
AutoCAD SHX Text
L5
AutoCAD SHX Text
L6
AutoCAD SHX Text
EXISTING STRUCTURE TO BE REMOVED FFE=513.07 #1428
AutoCAD SHX Text
75' BUFFER
AutoCAD SHX Text
50' BUFFER
AutoCAD SHX Text
25' BUFFER
AutoCAD SHX Text
50' BUFFER
AutoCAD SHX Text
25' BUFFER
AutoCAD SHX Text
22"P
AutoCAD SHX Text
N ~ F
AutoCAD SHX Text
DECK
AutoCAD SHX Text
DECK
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
WOOD FENCE
AutoCAD SHX Text
7.5' B/L
AutoCAD SHX Text
#4RBF
AutoCAD SHX Text
L7
AutoCAD SHX Text
21,070
AutoCAD SHX Text
24"HW 10% IMPACT
AutoCAD SHX Text
14"HW NO IMPACT
AutoCAD SHX Text
14"HW NO IMPACT
AutoCAD SHX Text
18"HW NO IMPACT
AutoCAD SHX Text
24"SG 19% IMPACT
AutoCAD SHX Text
24"HW 6% IMPACT
AutoCAD SHX Text
28"HW 3% IMPACT
AutoCAD SHX Text
30"HW 12% IMPACT
AutoCAD SHX Text
PROPOSED RESIDENCE ±1800 SFFFE=513.0
AutoCAD SHX Text
75' BUFFER
AutoCAD SHX Text
O
AutoCAD SHX Text
B
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
S
AutoCAD SHX Text
3246
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
V
AutoCAD SHX Text
R
AutoCAD SHX Text
U
AutoCAD SHX Text
E
AutoCAD SHX Text
www.pristinelandservices.com
AutoCAD SHX Text
Phone
AutoCAD SHX Text
404.787.1012
AutoCAD SHX Text
4131 Bolingbrook Dr.
AutoCAD SHX Text
Land Surveyors Landscapes Enviromental
AutoCAD SHX Text
Marietta, Georgia 30062
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
PBX
AutoCAD SHX Text
POWERBOX
AutoCAD SHX Text
WATER LINE
AutoCAD SHX Text
W
AutoCAD SHX Text
HW.-HEADWALL
AutoCAD SHX Text
O/H
AutoCAD SHX Text
OVERHEAD POWER LINES
AutoCAD SHX Text
C.M.P.- CORRUGATED METAL PIPE
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text
G
AutoCAD SHX Text
U.E.
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
P.P.- POWER POLE
AutoCAD SHX Text
L.P.- LIGHT POLE
AutoCAD SHX Text
F.H.- FIRE HYDRANT
AutoCAD SHX Text
M.H.- SANITARY SEWER MANHOLE
AutoCAD SHX Text
W.M.- WATER METER
AutoCAD SHX Text
G.M.- GAS METER
AutoCAD SHX Text
RBS- REINFORCING BAR SET
AutoCAD SHX Text
RBF- REINFORCING BAR FOUND
AutoCAD SHX Text
OTF- OPEN TOP PIPE FOUND
AutoCAD SHX Text
R/W MON.- RIGHT-OF-WAY MONUMENT
AutoCAD SHX Text
J.B.- JUNCTION BOX
AutoCAD SHX Text
D.I.- DROP INLET / YARD INLET
AutoCAD SHX Text
C.B.- CATCH BASIN
AutoCAD SHX Text
R.C.P.- REINFORCED CONCRETE PIPE
AutoCAD SHX Text
F.F.E.- FINISHED FLOOR ELEVATION
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
CTF- CRIMP TOP PIPE FOUND
AutoCAD SHX Text
TYPE OF FENCE
AutoCAD SHX Text
SOUTHERN BELL MANHOLE
AutoCAD SHX Text
MAGNETIC NORTH
AutoCAD SHX Text
PROJECT NO. 2019247
AutoCAD SHX Text
DRAFTING DATE : 02-17-20
AutoCAD SHX Text
SCALE : 1"=20'
AutoCAD SHX Text
DRAWN BY : JMC
AutoCAD SHX Text
CHECKED BY : KAB
AutoCAD SHX Text
SYLVAN REAR SITE PLAN.DWG
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
ADDRESS: 1428 SYLVAN CIRCLE NE ATLANTA, GEORGIA 30319 CURRENT ZONING: R-75 LOT AREA: 21,070 SF / 0.48 ACRES REFERENCES: : TOPOGRAPHIC PREPARED BY PRISTINE LAND SERVICES. DATED 2-23-2019. FLOOD STATEMENT: : BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS NOT IN AND AREA HAVING SPECIAL FLOOD HAZARDS ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 13089C0052J, WHICH BEARS AN EFFECTIVE DATE OF MAY 16, , WHICH BEARS AN EFFECTIVE DATE OF MAY 16, 2013, FULTON COUNTY, GEORGIA. LOT REQUIREMENTS: FRONT SETBACK: 30' SIDE SETBACK: 7.5' REAR SETBACK: 40' LOT COVERAGE = 35% DISTURBED AREA: 6,679 SF / 0.15 ACRES
AutoCAD SHX Text
GENERAL NOTES: 1. ALL MATTERS PERTAINING TO TITLE ARE EXCEPTED. ALL MATTERS PERTAINING TO TITLE ARE EXCEPTED. 2. THE PLACEMENT OF DUMPSTERS, PORTABLE TOILETS, BUILDING MATERIALS AND THE THE PLACEMENT OF DUMPSTERS, PORTABLE TOILETS, BUILDING MATERIALS AND THE PARKING OF AUTOMOBILES IS PROHIBITED IN THE RIGHT-OF-WAY. 3. UTILITY SERVICES TO BE REUSED PER COUNTY ARBORIST. COORDINATE WITH UTILITY UTILITY SERVICES TO BE REUSED PER COUNTY ARBORIST. COORDINATE WITH UTILITY OWNERS. 4. POSITIVE DRAINAGE TO PROVIDED THROUGH THE LOT. POSITIVE DRAINAGE TO PROVIDED THROUGH THE LOT. 5. DECKS, SIDEWALKS, AND EQUIPMENT TO BE REMOVED DURING DEMOLITION. DECKS, SIDEWALKS, AND EQUIPMENT TO BE REMOVED DURING DEMOLITION. 6. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF THIS PROPERTY. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF THIS PROPERTY. 7. THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PERSON, PERSONS, OR THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PERSON, PERSONS, OR ENTITY NAMED HEREON. 8. THIS PLAT DOES NOT EXTEND TO ANY UNNAMED PERSON, PERSONS, OR ENTITY, WITHOUT THIS PLAT DOES NOT EXTEND TO ANY UNNAMED PERSON, PERSONS, OR ENTITY, WITHOUT EXPRESS RECERTIFICATION BY THE SURVEYOR NAMING SAID PERSON, PERSONS, OR ENTITY. 9. BUILDER TO VERIFY ALL HOUSE DIMENSIONS PRIOR TO CONSTRUCTION. BUILDER TO VERIFY ALL HOUSE DIMENSIONS PRIOR TO CONSTRUCTION. 10. BUILDER TO DIRECT ALL SURFACE RUNOFF AWAY FROM HOUSE. BUILDER TO DIRECT ALL SURFACE RUNOFF AWAY FROM HOUSE. 11. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. 12. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL EROSION CONTROL MEASURES SHALL 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 SEDIMENT SOURCE. 13. SILT FENCE SHALL BE "TYPE C" AS PER THE MANUAL FOR EROSION AND SEDIMENT SILT FENCE SHALL BE "TYPE C" AS PER THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA, AND BE WIRE REINFORCED (SEE DETAIL). 14. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH VEGETATION AND MULCH; DISTURBED AREAS LEFT IDLE 30 DAYS SHALL BE STABILIZED WITH PERMANENT VEGETATION. 15. THE SUBJECT PROPERTY IS NOT WITHIN 200' OF STATE WATERS OR WETLANDS. THE SUBJECT PROPERTY IS NOT WITHIN 200' OF STATE WATERS OR WETLANDS. 16. SITE APPEARS TO BE SERVED BY SANITARY SEWER, NO SEPTIC TANK REMOVAL REQUIRED. SITE APPEARS TO BE SERVED BY SANITARY SEWER, NO SEPTIC TANK REMOVAL REQUIRED. 17. CONTRACTOR SHALL ADJUST AND/OR REPLACE ALL DAMAGED EXISTING CURB, OF CURB CONTRACTOR SHALL ADJUST AND/OR REPLACE ALL DAMAGED EXISTING CURB, OF CURB AND GUTTER, ALONG PROPERTY FRONTAGE TO THE PROPER HEIGHT OF 6" ABOVE THE EXISTING PAVEMENT ELEVATION. ANY MISSING CURB AND/OR GAPS DUE TO DRIVEWAY RELOCATIONS, WILL REQUIRE NEW CURB TO BE INSTALLED TO MATCH EXISTING CONDITIONS. 18. EXISTING WATER AND SEWER SERVICES TO BE UTILIZED. CONTRACTOR TO FIELD VERIFY EXISTING WATER AND SEWER SERVICES TO BE UTILIZED. CONTRACTOR TO FIELD VERIFY UTILITIES. 19. NO GRADED SLOPE SHALL EXCEED 2H: 1v. NO GRADED SLOPE SHALL EXCEED 2H: 1v. 20. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN, AND REPAIRED AS NECESSARY. 21. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DETERMINED NECESSARY BY ON-SITE INSPECTION.
AutoCAD SHX Text
LOCATION MAP N.T.S.
AutoCAD SHX Text
SITE PLAN FOR: ROB THURMAN LAND LOT 238, 18th DISTRICT LOT 32 & PART OF LOTS 34 & 35, BLOCK "C" FERNWOOD ESTATED S/D & PART OF LOTS 21 & 22, BLOCK "9" BROOKHAVEN FIELDS S/D CITY OF BROOKHAVEN DEKALB COUNTY, GEORGIA
AutoCAD SHX Text
STORMWATER CALCULATIONS: THE SITE IS CURRENTLY UNDEVELOPED. NEW IMPERVIOUS SURFACE CONSISTS OF THE HOME AND DRIVEWAY. 1,812 SF IMPERVIOUS SURFACE 957 SF PROPOSED RESIDENCE 1,812 SF IMPERVIOUS SURFACE STORMWATER STORAGE = 1,812 SF * 1.2 INCHES * 1 FT/12 INCHES = 181.2 CUBIC FEET 181.2 CUBIC FEET REQUIRED REAR OF LOT: INFILTRATION TRENCH PROPOSED VOLUME = (14')(7')(5')(0.40)=196 C.F. TOTAL VOLUME = 196 C.F. > 181.2 C.F. WATER QUALITY VOLUME PROVIDED
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
LOT COVERAGE CALCULATIONS: 1,812 SF IMPERVIOUS SURFACE 21,070 SF LOT AREA 1,812/21,070 = 8.6% LOT COVERAGE MAX LOT COVERAGE (R-75) = 35% 8.6% < 35% LOT COVERAGE MET IMPERVIOUS BREAKDOWN: : 1,812 SF PROPOSED RESIDENCE TOTAL = 1,812 SF
AutoCAD SHX Text
TREE CALCULATIONS: 120"/ACRE 120 x .48 = 57.6" 146" EXISTING REMAINING DENSITY CALCULATIONS MET TOTAL PRE-CONSTRUCTION DBH UNITS: 168 DBH UNITS TOTAL POST-CONSTRUCTION DBH UNITS: 146 DBH UNITS VOLUME CALCULATIONS/DIRT STATEMENT: CUT = 66 C.Y. FILL = 48 C.Y. NET = 18 C.Y. (CUT) <500 - NO HAUL PERMIT IS REQUIRED
AutoCAD SHX Text
TREE NOTES: 1. ALL TREE PROTECTION AREAS TO BE PROTECTED FROM SEDIMENTATION. 2. ALL TREE PROTECTION DEVICES TO BE INSTALL PRIOR TO LAND DISTURBANCE AND MAINTAINED UNTIL FINAL LANDSCAPING. 3. ALL TREE PROTECTION FENCING TO BE INSPECTED DAILY AND REPAIRED OR REPLACED AS NEEDED. 4. NO PARKING, STORAGE OR OTHER CONSTRUCTION ACTIVITIES TO OCCUR WITHIN TREE PROTECTION AREAS OR WITHIN SIX (6) FEET OF THE CRZ. 5. ALL REQUIRED VEGETATION MUST BE MAINTAINED FOR TWO GROWING SEASONS AFTER DATE OF FINAL INSPECTION.
AutoCAD SHX Text
FRONT YARD PAVED COVERAGE (FYPC): NO FRONT SETBACK TO CALCUALTE (SEE PLAN FOR BOUNDARY LINES AND SETBACKS)
AutoCAD SHX Text
EROSION CONTROL LEGEND
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (WITH MULCHING ONLY)
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING)
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (WITH PERMANENT SEEDING)
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (WITH PERMANENT SOD)
AutoCAD SHX Text
DUST CONTROL
AutoCAD SHX Text
TYPE 'SENSITIVE' SILT FENCE
AutoCAD SHX Text
CONSTRUCTION ENTRANCE
AutoCAD SHX Text
LIMITS OF DISTURBANCE
AutoCAD SHX Text
CONTOUR LEGEND
AutoCAD SHX Text
EXISTING CONTOURS
AutoCAD SHX Text
PROPOSED CONTOURS
AutoCAD SHX Text
X 983.3
AutoCAD SHX Text
PROPOSED SPOT ELEVATIONS
AutoCAD SHX Text
Ds4
AutoCAD SHX Text
Du
AutoCAD SHX Text
Sd1-S
AutoCAD SHX Text
Co
AutoCAD SHX Text
980
AutoCAD SHX Text
980
AutoCAD SHX Text
TREE PROTECTION FENCE
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
LOD
AutoCAD SHX Text
Ds3
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Ds1
AutoCAD SHX Text
CURVE TABLE
AutoCAD SHX Text
CURVE
AutoCAD SHX Text
BEARING
AutoCAD SHX Text
CHORD
AutoCAD SHX Text
RADIUS
AutoCAD SHX Text
ARC
AutoCAD SHX Text
C1
AutoCAD SHX Text
N38°18'40"E
AutoCAD SHX Text
12.46
AutoCAD SHX Text
221.05
AutoCAD SHX Text
12.46
AutoCAD SHX Text
LINE TABLE
AutoCAD SHX Text
LINE
AutoCAD SHX Text
BEARING
AutoCAD SHX Text
DISTANCE
AutoCAD SHX Text
L1
AutoCAD SHX Text
S38°51'16"E
AutoCAD SHX Text
64.74
AutoCAD SHX Text
L2
AutoCAD SHX Text
S40°52'28"E
AutoCAD SHX Text
84.71
AutoCAD SHX Text
L3
AutoCAD SHX Text
S40°48'03"E
AutoCAD SHX Text
33.88
AutoCAD SHX Text
L4
AutoCAD SHX Text
S61°22'37"E
AutoCAD SHX Text
18.80
AutoCAD SHX Text
L5
AutoCAD SHX Text
N79°48'34"E
AutoCAD SHX Text
20.85
AutoCAD SHX Text
L6
AutoCAD SHX Text
N54°16'42"E
AutoCAD SHX Text
31.23
AutoCAD SHX Text
L7
AutoCAD SHX Text
N50°04'39"E
AutoCAD SHX Text
22.23
AutoCAD SHX Text
L8
AutoCAD SHX Text
76.04
AutoCAD SHX Text
L9
AutoCAD SHX Text
6.86
AutoCAD SHX Text
N50°04'39"E
AutoCAD SHX Text
N50°04'39"E
AutoCAD SHX Text
PROPOSED HOUSE IF SITTING OUTSIDE OF BUFFER
Page 2: INFILTRATION TRENCH DETAIL...dated 2-23-2019. flood statement: : by graphic plotting only, this property is not in and area having special flood hazards according to the flood insurance

Ds2

Ds3

Ds1

SILT FENCE - TYPE SENSITIVESIDE VIEW

FLOW

18" MIN.

30" MIN. 28" MIN.

6"

2"

4' MAX. O.C.

FABRIC(WOVEN WIRE FENCE

BACKING)

TRENCH6"

18" MIN.

30" MIN.28" MIN.

FRONT VIEW

NOTES:1. USE STEEL POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION,

AND POLLUTION CONTROL PLAN.2. HEIGHT (28" MIN.) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION

CONTROL PLAN.

(IF NEEDED)

ENTRANCE ELEVATION

FLOW

FLOW

20' MIN.

50' MIN.

6" MIN.

6" MIN.

NOTES:1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND

CROWN FOR POSITIVE DRAINAGE.3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE).4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6".5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'.6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%..7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES.8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT

DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF ANDDRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE).

9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IFNECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THATREMOVE MUD AND DIRT.

10.MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLICRIGHTS-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURESUSED TO TRAP SEDIMENT.

EXIT DIAGRAMCRUSHED STONE CONSTRUCTION EXIT

BUTTING: ANGLED ENDS CAUSED BY THE AUTOMATICSOD CUTTER MUST BE MATCHED CORRECTLY.

LAY SOD IN A STAGGERED PATTERN. BUTT THE STRIPSTIGHTLY AGAINST EACH OTHER. DO NOT LEAVE SPACESAND DO NOT OVERLAP. A SHARPENED MASON'STROWEL IS A HANDY TOOL FOR TUCKING DOWN THEENDS AND TRIMMING PIECES.

SHOOTS OR GRASS BLADES: GRASSSHOULD BE GREEN AND HEALTHY, MOWEDAT A 2"-3" CUTTING HEIGHT.

CORRECTINCORRECT

Step 3.Step 2.Step 1.

SOD LAYOUT AND PREPARATION

DIRECTIONS FOR INITIAL MAINTENANCE

APPEARANCE OF GOOD SOD

SOD MAINTENANCE AND INSTALLATION

MOW WHEN THE SOD IS ESTABLISHED -- IN 2-3 WEEKS. SET THE MOWERHIGH (2"-3").

WATER TO A DEPTH OF 4" AS NEEDED. WATER WELL AS SOON AS THE SODIS LAID.

ROLL SOD IMMEDIATELY TO ACHIEVE FIRM CONTACT WITH THE SOIL

ROOT ZONE: SOIL AND ROOTS.SHOULD BE 1/2"-3/4" THICK WITHDENSE ROOT MAT FOR STRENGTH.

THATCH: GRASS CLIPPINGS AND DEADLEAVES (UP TO 1/2" THICK).

THE INSTALLATION OF EROSION CONTROLMEASURES AND PRACTICES SHALL TAKEPLACE PRIOR TO AND OR CONCURRENTWITH LAND DISTURBANCE ACTIVITIES.

Ds1

Ds2

Ds3

Sd1-S

Ds-4

Co

TREE PLANTING DETAIL

AutoCAD SHX Text
O
AutoCAD SHX Text
B
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
S
AutoCAD SHX Text
3246
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
V
AutoCAD SHX Text
R
AutoCAD SHX Text
U
AutoCAD SHX Text
E
AutoCAD SHX Text
www.pristinelandservices.com
AutoCAD SHX Text
Phone
AutoCAD SHX Text
404.787.1012
AutoCAD SHX Text
4131 Bolingbrook Dr.
AutoCAD SHX Text
Land Surveyors Landscapes Enviromental
AutoCAD SHX Text
Marietta, Georgia 30062
AutoCAD SHX Text
PROJECT NO. 2019247
AutoCAD SHX Text
DRAFTING DATE : 02-17-20
AutoCAD SHX Text
SCALE : 1"=20'
AutoCAD SHX Text
DRAWN BY : JMC
AutoCAD SHX Text
CHECKED BY : KAB
AutoCAD SHX Text
SYLVAN REAR SITE PLAN.DWG
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SITE PLAN FOR: ROB THURMAN LAND LOT 238, 18th DISTRICT LOT 32 & PART OF LOTS 34 & 35, BLOCK "C" FERNWOOD ESTATED S/D & PART OF LOTS 21 & 22, BLOCK "9" BROOKHAVEN FIELDS S/D CITY OF BROOKHAVEN DEKALB COUNTY, GEORGIA
AutoCAD SHX Text
REFER TO "FIELD MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" FOR FURTHER DETAILS
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (W/ TEMPORARY SEEDING)
AutoCAD SHX Text
ESTABLISHING A TEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ON DISTURBED AREAS.
AutoCAD SHX Text
REFER TO "FIELD MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" FOR FURTHER DETAILS.
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (W/ PERMANENT VEGETATION)
AutoCAD SHX Text
ESTABLISHING PERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES, GRASSES, SOD, OR LEGUMES ON DISTURBED AREAS.
AutoCAD SHX Text
HAY - 2.5 TONS/AC - 2-4" DEEP
AutoCAD SHX Text
STRAW - 2 TONS/AC - 2-4" DEEP
AutoCAD SHX Text
WOOD WASTE, BARK, SAWDUST - 2-3" DEEP
AutoCAD SHX Text
REFER TO "FIELD MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" FOR FURTHER DETAILS
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (W/ TEMPORARY MULCHING)
AutoCAD SHX Text
WHEN SEEDING WILL NOT HAVE A SUITABLE GROWING SEASON TEMPORARY STABILIZATION MAY BE ACCOMPLISHED WITH:
AutoCAD SHX Text
CONCRETE WASHDOWN
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
4' BOTTOM WIDTH
AutoCAD SHX Text
1'-6"
AutoCAD SHX Text
12' FREEBOARD
AutoCAD SHX Text
NORMAL GROUND
AutoCAD SHX Text
CONTRACTOR SHALL LINE WASHDOWN AREA
AutoCAD SHX Text
WITH PLASTIC SHEETING OF AT LEAST MIN 10-MIL
AutoCAD SHX Text
THICKNESS THAT HAS NO HOLES OR TEARS
AutoCAD SHX Text
4' WIDTH
AutoCAD SHX Text
HEIGHT
AutoCAD SHX Text
4' LENGTH
AutoCAD SHX Text
OVER VIEW
AutoCAD SHX Text
CROSS SECTION
AutoCAD SHX Text
CONCRETE WASHDOWN
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
4' BOTTOM WIDTH
AutoCAD SHX Text
1'-6"
AutoCAD SHX Text
12' FREEBOARD
AutoCAD SHX Text
NORMAL GROUND
AutoCAD SHX Text
CONTRACTOR SHALL LINE WASHDOWN AREA
AutoCAD SHX Text
WITH PLASTIC SHEETING OF AT LEAST MIN 10-MIL
AutoCAD SHX Text
THICKNESS THAT HAS NO HOLES OR TEARS
AutoCAD SHX Text
4' WIDTH
AutoCAD SHX Text
HEIGHT
AutoCAD SHX Text
4' LENGTH
AutoCAD SHX Text
OVER VIEW
AutoCAD SHX Text
CROSS SECTION
AutoCAD SHX Text
ANTICIPATED STARTING DATE: ANTICIPATED COMPLETION DATE:
AutoCAD SHX Text
ACTIVITY SCHEDULE
AutoCAD SHX Text
ACTIVITY
AutoCAD SHX Text
WEEK
AutoCAD SHX Text
1
AutoCAD SHX Text
EROSION CONTROL
AutoCAD SHX Text
VEGETATIVE PLAN
AutoCAD SHX Text
GRADING
AutoCAD SHX Text
BUILDING CONST
AutoCAD SHX Text
LANDSCAPING
AutoCAD SHX Text
WEEK
AutoCAD SHX Text
2
AutoCAD SHX Text
WEEK
AutoCAD SHX Text
3
AutoCAD SHX Text
WEEK
AutoCAD SHX Text
4
AutoCAD SHX Text
WEEK
AutoCAD SHX Text
5
AutoCAD SHX Text
WEEK
AutoCAD SHX Text
6
AutoCAD SHX Text
WEEK
AutoCAD SHX Text
7
AutoCAD SHX Text
RESOURCE
AutoCAD SHX Text
AREA
AutoCAD SHX Text
M-L,P,C
AutoCAD SHX Text
P,C
AutoCAD SHX Text
C
AutoCAD SHX Text
-
AutoCAD SHX Text
MYER
AutoCAD SHX Text
P,C
AutoCAD SHX Text
P,C
AutoCAD SHX Text
P,C
AutoCAD SHX Text
P,C
AutoCAD SHX Text
M-L,P
AutoCAD SHX Text
P,C
AutoCAD SHX Text
GROWING
AutoCAD SHX Text
SEASON
AutoCAD SHX Text
WARM
AutoCAD SHX Text
WEATHER
AutoCAD SHX Text
WARM
AutoCAD SHX Text
WEATHER
AutoCAD SHX Text
WARM
AutoCAD SHX Text
WEATHER
AutoCAD SHX Text
WARM
AutoCAD SHX Text
WEATHER
AutoCAD SHX Text
WARM
AutoCAD SHX Text
WEATHER
AutoCAD SHX Text
COOL
AutoCAD SHX Text
WEATHER
AutoCAD SHX Text
-
AutoCAD SHX Text
30
AutoCAD SHX Text
NITROGEN TOP
AutoCAD SHX Text
(LBS./ACRE)
AutoCAD SHX Text
50-100
AutoCAD SHX Text
50-100
AutoCAD SHX Text
30
AutoCAD SHX Text
50-100
AutoCAD SHX Text
RATE
AutoCAD SHX Text
(LBS./ACRE)
AutoCAD SHX Text
1500
AutoCAD SHX Text
1000
AutoCAD SHX Text
400
AutoCAD SHX Text
1500
AutoCAD SHX Text
800
AutoCAD SHX Text
400
AutoCAD SHX Text
FERTILIZER
AutoCAD SHX Text
(N-P-K)
AutoCAD SHX Text
6-12-12
AutoCAD SHX Text
6-12-12
AutoCAD SHX Text
10-10-10
AutoCAD SHX Text
6-12-12
AutoCAD SHX Text
6-12-12
AutoCAD SHX Text
10-10-10
AutoCAD SHX Text
DRESSING RATE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
BERMUDAGRASS
AutoCAD SHX Text
ZOYSIA
AutoCAD SHX Text
BAHIAGRASS
AutoCAD SHX Text
CENTIPEDE
AutoCAD SHX Text
ST. AUGUSTINE
AutoCAD SHX Text
TALL FESCUE
AutoCAD SHX Text
YEAR
AutoCAD SHX Text
FIRST
AutoCAD SHX Text
FIRST
AutoCAD SHX Text
PLANTING
AutoCAD SHX Text
SECOND
AutoCAD SHX Text
SECOND
AutoCAD SHX Text
OF
AutoCAD SHX Text
TYPES
AutoCAD SHX Text
COOL
AutoCAD SHX Text
WARM
AutoCAD SHX Text
SPECIES
AutoCAD SHX Text
SEASON
AutoCAD SHX Text
GRASSES
AutoCAD SHX Text
SEASON
AutoCAD SHX Text
GRASSES
AutoCAD SHX Text
Ds4
AutoCAD SHX Text
SOD PLANTING REQUIREMENTS
AutoCAD SHX Text
VARIETIES
AutoCAD SHX Text
COMMON
AutoCAD SHX Text
TIFWAY
AutoCAD SHX Text
TIFGREEN
AutoCAD SHX Text
TIFLAWN
AutoCAD SHX Text
PENSACOLA
AutoCAD SHX Text
COMMON
AutoCAD SHX Text
BITTERBLUE
AutoCAD SHX Text
RALEIGH
AutoCAD SHX Text
EMERALD
AutoCAD SHX Text
KENTUCKY
AutoCAD SHX Text
FERTILIZER REQUIREMENTS FOR SOD
AutoCAD SHX Text
MAINTENANCE
AutoCAD SHX Text
MAINTENANCE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
WITH SODDING
AutoCAD SHX Text
DISTURBED AREA STABILIZATION
AutoCAD SHX Text
50-100
AutoCAD SHX Text
FIRST YEAR
AutoCAD SHX Text
WARM SEASON GRASSES - FERTILIZER
AutoCAD SHX Text
SECOND YEAR
AutoCAD SHX Text
MAINTENANCE
AutoCAD SHX Text
N-P-K
AutoCAD SHX Text
RATE (LBS-AC)
AutoCAD SHX Text
TOP DRESSING (LBS-AC)
AutoCAD SHX Text
6-12-12
AutoCAD SHX Text
1500
AutoCAD SHX Text
50-100
AutoCAD SHX Text
6-12-12
AutoCAD SHX Text
800
AutoCAD SHX Text
10-10-10
AutoCAD SHX Text
400
AutoCAD SHX Text
30
AutoCAD SHX Text
30
AutoCAD SHX Text
400
AutoCAD SHX Text
10-10-10
AutoCAD SHX Text
-
AutoCAD SHX Text
1000
AutoCAD SHX Text
6-12-12
AutoCAD SHX Text
50-100
AutoCAD SHX Text
1500
AutoCAD SHX Text
6-12-12
AutoCAD SHX Text
RATE (LBS-AC)
AutoCAD SHX Text
N-P-K
AutoCAD SHX Text
MAINTENANCE
AutoCAD SHX Text
SECOND YEAR
AutoCAD SHX Text
COOL SEASON GRASSES - FERTILIZER
AutoCAD SHX Text
* FOR VERY LOW FERTILITY SOILS USE 500 TO 700 LBS OF 10-10-10 FERTILIZER PER AC.
AutoCAD SHX Text
0.1 LBS.
AutoCAD SHX Text
3/7-6/21
AutoCAD SHX Text
1 TON/AC
AutoCAD SHX Text
HAY - 2.5 TONS/AC - 2-4" DEEP
AutoCAD SHX Text
STRAW - 2 TONS/AC - 2-4" DEEP
AutoCAD SHX Text
WOOD WASTE, BARK, SAWDUST - 2-3" DEEP
AutoCAD SHX Text
TEMPORARY STABILIZATION MAY BE ACCOMPLISHED WITH:
AutoCAD SHX Text
WHEN SEEDING WILL NOT HAVE A SUITABLE GROWING SEASON
AutoCAD SHX Text
TEMPORARY STABILIZATION (MULCHING)
AutoCAD SHX Text
TEMPORARY SEEDING
AutoCAD SHX Text
SPECIES
AutoCAD SHX Text
RATE/1000 S.F.
AutoCAD SHX Text
DATES
AutoCAD SHX Text
LIME
AutoCAD SHX Text
*WEEPING LOVEGRASS
AutoCAD SHX Text
*HYDROSEED ON ALL 2:1 (H:V) SLOPES.
AutoCAD SHX Text
8/15-1/1
AutoCAD SHX Text
WINTER RYE
AutoCAD SHX Text
3.9 LBS.
AutoCAD SHX Text
1 TON/AC
AutoCAD SHX Text
SEEDING SCHEDULE
AutoCAD SHX Text
PERMANENT SEEDING
AutoCAD SHX Text
SEEDING SCHEDULE
AutoCAD SHX Text
SPECIES
AutoCAD SHX Text
HULLED BERMUDA
AutoCAD SHX Text
UNHULLED BERMUDA
AutoCAD SHX Text
FESCUE
AutoCAD SHX Text
RATE/1000 S.F.
AutoCAD SHX Text
0.2 LBS.
AutoCAD SHX Text
0.2 LBS.
AutoCAD SHX Text
1.1 LBS.
AutoCAD SHX Text
DATES
AutoCAD SHX Text
3/1 - 7/1
AutoCAD SHX Text
10/1 - 3/1
AutoCAD SHX Text
8/15 - 11/1
AutoCAD SHX Text
LIME
AutoCAD SHX Text
1 TON/ACRE
AutoCAD SHX Text
1 TON/ACRE
AutoCAD SHX Text
1 TON/ACRE
AutoCAD SHX Text
FIRST YEAR
AutoCAD SHX Text
TOP DRESSING (LBS-AC)
AutoCAD SHX Text
30°
AutoCAD SHX Text
1/4"
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
1 1/4"
AutoCAD SHX Text
1/2"R
AutoCAD SHX Text
7/16"
AutoCAD SHX Text
5"R
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
3/4"R
AutoCAD SHX Text
3/8"
AutoCAD SHX Text
2"
AutoCAD SHX Text
1/8"
AutoCAD SHX Text
1 3/8"
AutoCAD SHX Text
1/2"
AutoCAD SHX Text
1/16"
AutoCAD SHX Text
1/4"
AutoCAD SHX Text
30"R
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
1/2"
AutoCAD SHX Text
2 1/2"
AutoCAD SHX Text
1 1/4"
AutoCAD SHX Text
1/8"
AutoCAD SHX Text
1/2"
AutoCAD SHX Text
5/16"
AutoCAD SHX Text
10"
AutoCAD SHX Text
7/16"
AutoCAD SHX Text
1/8"
AutoCAD SHX Text
5/16"
AutoCAD SHX Text
1/2"
AutoCAD SHX Text
1/8"
AutoCAD SHX Text
5"
AutoCAD SHX Text
1 3/8"
AutoCAD SHX Text
CLEANOUT BOX
AutoCAD SHX Text
CLEANOUT BOX LID
AutoCAD SHX Text
SECT. D-D
AutoCAD SHX Text
SECT. A-A
AutoCAD SHX Text
SECT. B-B
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
1. UNLESS NOTED OTHERWISE, CAST IRON SHALL CONFORM TO
AutoCAD SHX Text
A.S.T.M. SPECIFICATIONS A48 LATEST REVISION FOR CLASS 20
AutoCAD SHX Text
GREY IRON CASTINGS.
AutoCAD SHX Text
2. CASTINGS SHALL BE TRUE AND FREE OF HOLES. THEY SHALL
AutoCAD SHX Text
BE CLEANED ACCORDING TO GOOD FOUNDRY PRACTICE, CHIPPED
AutoCAD SHX Text
AND GROUND AS NEEDED TO REMOVE FINS AND ROUGH PLACES.
AutoCAD SHX Text
3. FINISHED CASTINGS SHALL BE COATED INSIDE AND OUTSIDE
AutoCAD SHX Text
WITH COAL TAR PITCH VARNISH AS INDICATED IN A.W.W.A.
AutoCAD SHX Text
SPECIFICATIONS C110-LATEST REVISION. COATING MAY BE APPLIED
AutoCAD SHX Text
COLD AND SHALL BE SMOOTH, GLOSSY, NOT BRITTLE WHEN COLD,
AutoCAD SHX Text
NOT STICKY WHEN EXPOSED TO THE SUN, AND SHALL ADHERE TO
AutoCAD SHX Text
THE METAL AT ALL TEMPERATURES.
AutoCAD SHX Text
4. WHEN COATING IS COMPLETE, LID SHALL FIT SNUGGLY WITHOUT
AutoCAD SHX Text
GENERAL NOTES:
AutoCAD SHX Text
ALL RIBS EQUALLY SPACED
AutoCAD SHX Text
BEGIN AT CENTER OF LID
AutoCAD SHX Text
STRADDLE C AND LAY OFF
AutoCAD SHX Text
1 21/64" C.C.
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
SIDES AND ENDS OF
AutoCAD SHX Text
ALL RIBS BEVELED
AutoCAD SHX Text
3/16" TO 1/16".
AutoCAD SHX Text
3/16"
AutoCAD SHX Text
2 7/8"
AutoCAD SHX Text
2 1/2"
AutoCAD SHX Text
3/8"
AutoCAD SHX Text
7"R
AutoCAD SHX Text
1"
AutoCAD SHX Text
4 1/4"
AutoCAD SHX Text
4 1/4"
AutoCAD SHX Text
SECT. C-C
AutoCAD SHX Text
18 3/8"
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
U
AutoCAD SHX Text
T
AutoCAD SHX Text
.
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
.
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
4 15/16"R
AutoCAD SHX Text
1/8"
AutoCAD SHX Text
11/16"
AutoCAD SHX Text
20"
AutoCAD SHX Text
L
AutoCAD SHX Text
9 7/8"
AutoCAD SHX Text
18 1/2"
AutoCAD SHX Text
ROCKING.
AutoCAD SHX Text
SANITARY CLEANOUT BOX
AutoCAD SHX Text
SCALE: 3/4" =1'-0"
AutoCAD SHX Text
SCALE: 1/2" =1"
AutoCAD SHX Text
SCALE: 1" =1'-0"
AutoCAD SHX Text
SCALE: 1/2" =1'-0"
AutoCAD SHX Text
SCALE: 1/2" =1'-0"
AutoCAD SHX Text
Tr