SW8990719_Approved Plans_20050801

TEMPORARY SEEDING
GRASS TYPE
AMOUNT/
1000 SF
TIME OF
SEEDING
INITIAL
FERIIUZATION/1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS, 10-10-10
NA
NA
NA
PERMANENT SEEDING
AMOUNT/
TIME OF
FERTIUZATION/1000 SF.
MASS TYPE
1000 SF.
SEEDING
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
EACH 4-8 WEEKS
AUG. - SEPT.
12 LBS. 10••-10-10
1-2 LBS. N.
12 LBS. 10-10-10
FESCUE. TALL
5-7 LBS.
SEPT. THRU OCT.
25 LBS. 10-10-�10
FEB. - MARCH
MAY & DEC.
SEPT. - OCT.
(KENTUCKY 31)
FEB. THRU OCT.
12 LBS. 10-10-10
1/2 TO 1 LB. N.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LOS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
TOP OF WALLS: 36.0 MSL
BASE OF WALLS: 34.0 MSL
100-YR STORAGE ELEV: 35.14 MSL
1 STORAGE POOL ELEV: 33.47 MSL
NORMAL POOL ELEVATION: 33.0 MSL
DEIGN POND DEPTH: 30.0 MSL
' EXCAVATE TO 29.5 MSL
POND Wz F OREBAY
NOT TO SCALE
R
0
GENERAL NOTES:
1. SURVEY FURNISHED BY MICHAEL UNDERWOOD AND ASSOCIATES.
ELEVATIONS BASED ON MEAN SEA LEVEL (MSL).
2. TOTAL PAVEMENT AREA = 18,207 SF
BUILDING AREA = 2807 SF
FUTURE DEVELOPMENT = 16,800 SF
3. ALL MEASURED ANGLES 90 DEGREES UNLESS NOTED.
4. ALL ROOF AND PARKING LOT DRAINAGE SHALL BE
COLLECTED INTO THE PROPOSED DETENTION POND.
�vkl
SEDIMENTATION AND EROSION CONTROL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.
2. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO
RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE. ALL DISTURBED AREAS SHALL
BE NON-ERCSIVE AND STABLE WITHIN THIRTY (30) WORKING DAYS OR 120 CALENDAR DAYS
AFTER COMPLETION OF THE ACTIVITY, WHICHEVER IS SHORTER. ALL SLOPES SHALL BE
STABILIZED WITHIN FIFTEEN (15) DAYS AFTER COMPLETION.
3. CONSTRUC �rION SEQUENCE:
INSTALL SILT FENCING
COMPLETE SITE GRADING AND ESTABLISH TEMPORARY SEEDING
STABILIZE AND SEED ALL DENUDED AREAS AND SIDESLOPES
SEED W/ PERMANENT SEEDING UPON COMPLETION
4. LIME AND FERTILIZER:
LIME - APPLY GROUND AGRICULTURAL LIMESTONE, 2 TONS PER ACRE
FERTILIZER -- APPLY 10-10-10 AT 1000 POUNDS PER ACRE
INCORPORATE BOTH LIME AND FERTILIZER INTO TOP 4" TO 6" OF SOIL.
5. SEEDING: SEE CHART
6. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSPECTED
WEEKLY AND AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT. NEEDED REPAIRS WILL
MADE IMMEDIATELY.
7. MAXIMUM C;RADED SLOPE SHALL NOT EXCEED THREE (3) HORIZONTAL TO ONE (1) VERTICAL.
UNLESS OTHERWISE INDICATED OR DIRECTED.
NO WETLANDS EXIST
ON THE PROJECT SITE
A��lZF0A 1 I� t 'MALL BE INVECM AND !� I �INAL C�ESIt' N
gN SIAN ITARY MA NOT RELEASED FOR
SILT FENCE DETAIL I
NDT TO SCALE
CONSTRUCT10N
I
F �p
ISOMETRIC
MMNIENANCE:
NO MORE INAN TWELVE 12 INCHES OF ACCIANAMED SE'DWff SHALL BE
I
D I(GO'PUBLIC, R/W) � 20.0o 174.83
I
35.65+- TP 35.65+- TP 15 DIA RCP
INV: 31.06 I
35.15 TP
!!„� ` , / i, a...._--••_.�. ` • - • ..�•i--•�-.._ � 1 � I
6 WATER MAIN _ - v i
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- •---- - --- ----- ----- ...., F' J EST. A EA ----- ----- ----- ---__._.. __._...__-------- ..___ __.---------�- __.__ -- ----- ---- - - _
----- ----- ----
3- ----- ------5'`5 Tf -. . fi 287-84' (TOTAL)"---- ----- ----- -- ------ -- --- ----- --- ---- -----
;
I I 35.65 TP 35.65 TP
-
�� 5, 3 TP ,
35.4 TPA
........
A A I
I
// 3 STONE APRON L
10 / 35.1 TP I � � � � I E R SHALL
DRAINAGE �/% ! j 1 EXTEND UP THE BANKS
\ TO TO
EASEMENT � 35.7 TP \ � � .: C..Y � j P OF FLARED END
35.0 TP NC DOT CLASS
C_.._ I EX. CB n
!_ J
RIP RA;P
rn E X . ASPHALT TOP. 34.75 --- I } "AN POND INLET
I� 34.9 TP INV: 31.85 1 i , "B" POND OUTLET
I �L V...
I -
_
� y
i
36.0 TP -
,I
�, N
i
! FUTURE
0
{i _ DEVELOPMENT I I I PLAN VIEW
I
_.-.- �..
:..•tea . : .
o
37.0 TP
37.0 TP
36.9 TP �• I ( j r---
Nab
-p ' II I
-"... j 3
36.75 TP -
7
00
v'0 Oo
GENERAL NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME. FAMILIZED
WITH EXISTING CONDITIONS AND WORKING CONDITIONS. ANY
DISCREPENCIES WITH THE DRAWINGS SHALL BE BROUGI4T TO THE
OWNER'S REPRESENTATIVE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND
VEGETATION WITHIN THE LIMITS OF CONSTRUCTION UNLESS
OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONSTRACTOR SHALL RAKE AND
REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, AND EXISTING
STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY
OTHER UNSUITABLE MATERIAL WITHIN THE LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH THE OWNER'S
REPRESENTATIVE AND GEOTECHNICAL CONSULTANT FOR. REMOVAL OF
ANY SOFT AREAS ONSITE.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE
MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A
PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHALL COMPLY WITH RECOMMENDATIONS
OF GEOTECHNICAL CONSULTANTS REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT
REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE
INSTALLATION TO THE SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL
FROM AN OFF -SITE PERMITTED BORROW FACILITY/AREA AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION' AND
PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION.
BEFORE COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAY
RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE
CONTRACTOR SHALL PROVIDE PROPER NOTICE TO ALL U i'ILITY
COMPANIES IN CONFORMANCE WITH THE "UNDERGROUND DAMAGE,
PREVENTION ACT", LATEST REVISION. UTILITIES, IF LISTED ON THE
DRAWINGS, MAY OR MAY NOT REPRESENT ALL UTILITIES WITHIN THE
LIMITS OF CONSTRUCTION.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE
DISCONNECTION/RECONNECTION AND/OR THE RELOCATION OF
EXISTING UTILITY LINES WITH APPROPRIATE PERSONNEL.
11. EXISTING SURVEY PERFORMED BY MICHAEL UNDERWOOD AND
ASSOCIATES, P.A. SURVEY PROVIDED TO ENGINEER BY OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE
SITE. FURTHERMORE, THE CONTRACTOR SHALL REPORT ALL
DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO
INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT
REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY
OWNER.
14. DELETED
15. REFER TO MECHANICAL DRAWINGS FOR SERVICE CONNECTIONS.
16. ALL PAVEMENT, BASE, AND SUBGRADE SHALL CONFO''M TO NCDOT
STANDARDS INCLUDING WORKMANSHIP, MATERIALS, AND EQUIPMENT.
APPROPRIATE BARRACADES, SIGNS, LIGHTS OR OTHER TRAFFIC
CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TRAFFIC MOVEMENTS.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE
CONTRACTOR SHALL REPORT ANY DISCREPENCIES TO TIIks ENGINEER
PRIOR TO INSTALLATION. ALL AREAS SHALL BE SLOPED TO DRAIN
AWAY FROM THE BUILDING AT ALL TIMES.
18. CONCRETE STORM DRAIN PIPE SHALL BE CLASS III WITH RUBBER
GASKETED JOINTS AND INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENTMARKINGS.
PAINT SHALL. BE CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III,
FACTORY MIXED, QUICK DRYING, NON -BLEEDING. REFLECTIVE
MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR NIGHT
REFLECTING.
20. DELETED
21. CONCRETE FOR WALKS, CURBS, ETC. SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.
U
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0
D
I FILTER FABRIC H N I FILTER FABRIC
3' 36.9 TP i © - 1-0 8 POND INLE�:t
I SECTION H
N OR T-H C HAKE ---A UT0 -SHINE ! 8 POND OUTLET
_..
-_ ----- ------
. I � NOTES:
2p' I I I I 1. D a 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN BII.
X• DRAINAGE i I 2. IN WELL-DEFINED CHANNEL, EXTEND APRON UP THE CHANNEL BANKS TO
-- •-- 18 DIA _ 1 AN ELEVATION OF 6" ABOVE THE MAX. TAILWATER DEPTH OR THE TOP
E PIPE }
EASEMENT = I ('
EX. CB
6.9 TP
...... ___ ._ ._ 36.9 TP
1 !I i � I j OF THE BANK WHICHEVER IS LESS.
TOP: 35.5 5. FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIP RAP AND SOIL.
INV: 31.68
RIP -RAP DETAIL
I SILT FENCE 1 `` I
j\) 36 9 TP ( I NOT TO SCALE
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TRADEMARK
DRIVE iR
PROJECT
LOCATION
NORTHCHASE
APARTMENTS
Sim SrSE PARK qy
VICINITY MAP
LEGEND:
,
EXISTING
ITEM
PROPOSED
CURB AND GUTTER
_- noted --_
PAVEMENT
RIGHT--OF-WAY OR
7=.
PROPERTY LINE
BUILDING
,__--_-- - -
-CONTOUR
CONCRETE PAVEMENT
RIP -RAP APRON
/-00
SPOT GRADE
-- --
EASEMENT
ABBREVIATIONS:
TP TOP OF
PAVEMENT RCP
REINF. CONC. PIPE
FG FINISHED
GRADE INV
INVERT ELEVATION
TC TOP OF
CONCRETE DIP
DUCTILE IRON PIPE
TREATED LUMBER WALL OR
SHEETING
R' ►Ali=' 1 Q
WALL BOLTED TO
TREATED POSTS
4' MIN. BURY FOREBAY WALL DESIGN
6' O.C. MAX. NOT TO SCALE
8„ 2'-0" 8»
=00 • ,
3g i 4
NOTE: SCREEN TO BE TEMPORARY. REMOVE ONCE
INV: 31.27 bo
31 - o ALL AREAS HAVE BEEN STABILIZED. INSPECT AND
3 1 REPAIR AS NECESSARY AFTER EVERY RUNOFF -
1 PRODUCING STORM EVENT. ry?
e._ _ _,. Q. VEGETATIVE'. SNr
1
I TEMPORARY OUTLET FILTER
3 i , ; I I� .. .. .....
REMOVED PIPING AND �'�' 139.5' 1 ( NOT TO SCALE •.. .
SEAL OPENING IN CATCH 1
I
TRASH SCREEN
BASIN I p ' SEED AND STABILIZE SECURED TO BOX
1 I I �- SSOD LOPEST G ST E VEGETATIVE SHELF• POND SLOPE P I A 4 MAX OPENING
law
a i u I o" C AREA
T"J ECT AREA . 73 28 07 W �c 7 84 TOTAL �ROJE T TOP: 33.47
DRAINAGE EASEME T PE
\ DEED RESTRICTION
1
GRAPHIC SCALE: I "=20' -� - V••
0 20 40 GO 80
35,75 TP I� 35.65 TP (TYP) 1 I
36.0 TP
1 �11
36.25 TP I I 1
n RETAINING WALL AROUND
0 � � EX. ASPHALT ��--.�••-� EX. 24 DIA PIPE
ENTIRE POND: Q
O I TOP: 38.0 I ) 1 SECURE W/ METAL
FG AT BASE: 34.0 (- BANDS TO OUTLET
I
36.5 TP 36.4 TP 36.0 TP 35.75 TP ( 35.75 TP 1 1
Cl ( TEMPORARY
5.2 ( 18 x 18 TRASH SCREEN
- -•-_ _ - - - •0. W/ FILTER FABRIC WRAPPING
I - tL
W.
1 i
,�36.5 TP . ,,• / PERMMENT- POOL
� 36 3 TP / 3
POND DRAT NA'E AREA �'
A.
o° 41,
NEW FES INSTALLED 153.6', I I SECTION
AT NEW END OF PIPING '
�i FES
1 INV:. 32.0
12" RCP OUTLET
8 LFO 12.5% 1
POND OUTLET
TOP: 33.47
INV: 33.00 �
GROUTi A -
4
�p d. 4
SECTION
4" PVC PIPE W/ CAP
DRILL ORIFICE INTO CAP,
DIA = 1-1/4 INCHES
POND OUTLET
NOT TO SCALE
DWO ORIFICE INVERT
33.00
EXTEND MIN. 6"
BELOW NORMAL POOL
ELEVATION
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SHEET:
C-1
OF:
1
File
No.:
25016
OR APPROVED EQUAL��� PLANT SHELF W/ MIXTURE
��An,� SHELF OF LIZARD TAIL, DUCKWEED,
10' 0 10H 1 PICKERELWEED AND CATTAILS
3 _DESIGN SURFACE ELEVATION
POND BOTTOM REQ'D
1
POND VEGETATI ON OVERDEPIN
ALLOWANCE
NOT TO SCALE FOR SEDIMENT
STORAGE, 6" (TYP)
O'tand Projects 2005%25016 -Trademark CorneAd"'Master.dwg, 7/2812005 11:00:05 PM
JUL

- - - - - INV: 29.63 (VER'fy) 4" NHG SERVICE 8" SANITARY MAIN
5
TR-ADEMARK DRI E (GoPUBLIC R/W)
INV: 31.20
35.65+- TP
G" WATER MAIN
33
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DRAINAGE
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36.9 TP
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24'
2" l-TYPE SUR ACE
1 /4" PER F T.
DITCH GRADE ROADWAY CULVERT
r
- - - - - - - - - - - - - -
- 15" DIA RCP 68 LF @0.11%
- - - 174.83' -
,I � INV: 31.06
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-w/m 34
-4 -7-3P2&0-7j-E- - 33
now Immo�
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NEW CBS'
.- TOP: 34.75
INV: 31.85
�-- 34.9 TP
3
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$� N�� ��_ FUTURE� DEVELOPMENf1 I I I I� No' � ( 0 �
Wo 20
�RAINAGE
NEW 18" DIA PIPE E�,SEMENT
� 86 LF @ 0.20% i i
�- 3 5.65 TP\KIS
�
N NEW CB V'
d TOP 35.5_
I�
Q INV�� 31.68
`- 37J5 TP
Ui031
NEW 20' DRAINAGE EASEMENT
10' EACH SIDE
NEW 24" DIA PIPE
. Q ! 1
. FUTURE EXTENSION 'I-," III I 1
NEW CB 11 1 1 1 1
ERA
TOP: 35.0 { i 1 1 1 1
ENV; �� .aa 1 � ► ►
?8 0 �� W 138.00'
-----------
+ 1 + 1
iI
I 1
5 73028'07" W 287.84T TAL
NE) 24 DIA 15 E "
42 LF @ 0.20% 1
SITE LAN
5aI=
DRAINAGE
P,I-fcAL: I tt-?1
._ .._ _ .. ......_ _ ........... .,. ,....... . ,.....,..... ,_�... _ � � 1
` EASEMENT
C 20 4C GO f 8C)
CONNECT TO EXIST, MH
INV IN: 29.64
[NEW OUTLET .EXTEND TO CROW
� � ,• ~�. ! 3 � OF PIPE NCDOT CLA S 'A'
3 �� �� EROSION CONTROL
��`\ \ STONE I
3.75 INLET
OF\
� OUTLE �
DR"�- 1
I 1 EASE ENT
GRADE TO INLET
SECTION
DRIVEWAY DETAIL
NOT TO SCALE
FINAL.. DESION
NOT RELEASED FOR
CONSTRUCTION
I OUTLET PROTECTION
DETAIL
GENERAL NOTES:
1. DELETED
2. .ALL DIMENSIONS TO FACE OF CURB OR BUILDING
UNLESS OTHERWISE NOTED; ALL MEASURED ANGLES
90 DEGREES UNLESS OTHERWISE NOTED.
3. ALL CONSTRUCTION WITHIN R/W SHALL BE IN
ACCORDANCE WITH NCDOT CONSTRUCTION STDS.
4. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 3
HORIZONTAL TO 1 VERTICAL.
5. LANDSCAPING REQUIREMENT:
TOTAL REQUIRED REGULATED TREES -
0.72 AC DISTURBED X 15 TREES/DIST. AC = 11 TREES
TREES SHALL BE RED MAPLE OR CREPE MYRTLE;
6' HIGH/2" DBH
SHRUBS SHALL BE JUNNIPERS OR HOLLIES; 1 GAL MIN.
REFER TO NHC CODE REQUIREMENTS FOR ADDITIONAL
LANDSCAPING AND SIGHT TRIANGLE REQUIREMENTS.
6. DELETED
7. ALL REQUIRED LANDSCAPING ISLANDS SMALL BE
BLOCKED OR CURBED TO PREVENT VEHICULAR OVERHANG.
8. TOTAL PAVEMENT AREA = 17,846 SF
LANDSCAPING REQUIRED = 8.0
LANDSCAPED AREA REQUIRED = 1460 SF
LANDSCAPED AREA PROVIDED = 1865 SF
LANDSCAPING PROVIDED = 10.5
BUILDING AREA = 2807 SF
TOTAL AREA DISTURBED FOR THIS PROJECT - 0.85 ACRES
FRAME AND GRATE
FRAME AND GRATE
2' X 3' OR
BRICK, BLOCK, CMU
OR PRECAST BOX
OUTFLOW PIPE
5/1
22„ 511
d
00
a
� A
i !
�� BASIN, FRAME AND
GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS.
11 �10 ' GENERAL NOTES:
COMPACTED SUBGRAD£ OR 6" 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMII.=
SEC Q CRUSHED STONE. WITH FXISTING CONDITIONS AND WORKING CONDITIONS. ANY
DISCREPENCIES WITH THE DRAWINGS SHALL BE BROUGHT TO THE
REFER TO NCDOT STD 840.14 OR 840.15 FOR INLET W/IN R/W OWNER'S REPRESENTATIVE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND
CATCH BASIN DETAIL (OUTSIDE R�1�; VEGETATION WrIHrN THE LIMITS OF CC3NSTRTJCTT©N UNLESS
OTHERWISE DESIGNATED TO REMAIN.
NOT TO SCALE 3. GRUBBING AND STRIPPING: CONSTRAC:TOR SHALL RAKE AND
REMOVE ROOTS, STUMPS, VEC.i� i'AITON, DEBRIS, AND EXISTING
STRIUM ES ABOVE AND BELOW C "ADE, ORGAN -W MATEr IAI O a. � N x"
OTHER UNSiU1TABLE MATERIAL WITHIN THE LMTS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH THE OWNER'S
1-6
REPRESENTATIVE AND GEOTECHNICAL CONSULTANT FOR REMOVAL OF
10 1 2" 1 "1'�{" 4 1 " R
ANY SOFT AREAS ONSITE.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE
„
1
MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A
1 1 /4" R
PROPERLY PERM[TTED FACILITY.
-
0i
6. FILL AND COMPACTION SHALL COMPLY WITH RECONOONDATIONS
OF GEOTECHNICAL CONSULTANT'S REPORT.
}° +
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT
to
REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR
6" ABC c
SHALL BE RESPONSIBLE FOR CUT AND FELL QUANTITIES AND COMPLETE
INSTALLATION TO THE SPECIFIED GRADES.
5/ ,
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL
SLOPE UP OR DOWN TO MATCH
FRC>MANOFF-STTEPEIi3+vIITiEDBORRO�VFACILETYlAl2EAASREQUIRED.
DRAINAGE PATTERNS
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND
PAVEMENT THICKNESS SHOWN FOR ESTIMATING ONLY
PROTECTION OF ALL EXISTTNGUTILITIES DUMNGCONSTRUCTION .
BEFORE COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAY
CURB AND GUAR
RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEAdENTS, THE
NOT TO SCALE
CONTRACTOR SHALL PROVIDE PROPER NOTICE TO ALL -UTILITY
COMPANIES IN CONFORMANCE WITH TIM *V mERGROUND DAMAGE
PREVENTION ACT", LATEST REVISION. UTILITIES, IF LISTED ON THE
DRAWINGS, MAY OR MAY NOT REPRESENT ALL UTILITIES WITHIN THE
LIMITS OF CONSTRUCTION.
10. THE CONTRACTOR. SHALL BE RESPONSIBLE TO COORDINATE
LANDSCAPE TIMBER
DISCONNECTIONIRECONNECTIflN ANIVOR THE RELOCATION OF
EXISTING UTILITY LINES WITH APPROPRIATE PERSONNEL.
3
11. EXISTING SURVEY PERFORMED BY N1ICHAEL UNDERWOOD AND
C.I. BOX
ASSOCIATES, P.A. SURVEY PROVIDED TO ENGINEER BY OWNER,
2' MINIMUM � & COVER
12. THE CONTRACTOR SHALT. FIELD VERIFY ALL DIMENSIONS AT THE
SITE. FURTHERMORE, THE CONTRACTOR SHALL REPORT ALL
DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO
36" MIN OR MAX 450 LONG
INSTALLATION.
USE D.I.
4` MINIMUM SWEEP AS
REQUIRED
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT
o
45 ELBOW TO REACH OPTIMUM
tURIED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY
OWNER
DEPTH
14. DELETED
_
15. REFER TO MECHANICAL DRAWINGS FOR SERVICE CONNECTIONS.
-
450
16. ALL PAVEMENT, BASE, AND SUBORADE SHALL CONFORM TO NCDOT
EXTENSION TO%NIPPLE�
STANDARDS INCLUDING WORKMANSHIP, MATERIALS, AND EQUIPMENT.
BUILDING GLU
APPROPRIATE BARRACADES, SIGNS, LIGHTS OR OTHER TRAFFIC
CAP V ARIBLE SLOPE
CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
PVC LATERAL 1.5% MIN.
TO MAINTAIN SAFETY AND TRAFFICMOVEMavTS.
"�
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE
NOTE= USE WYE FITTINGS AT SERVICE
`--
CONTRACTOR SHALL REPORT ANY DISCREPENCIESTOTIMENGINEER
8" DIA MAIN
PRIOR TO INSTALLATION. ALL AREAS SHALL BE SLOPED TO DRAIN
FAR SIDE SEWER SERVICE
AWAY FROM TIME BUILDING AT ALL TIMES.
SANITARY SEWER SER VI
E
GACONCRETEKJOINTS INSTALLED n cCoRDAvcE�W.�� BER
LATERAL DETAIL
CAS ,I
in
MANUFACTURMS RECONI IDATIONS.
NOT TO SCALE
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS.
DIVISION
PAIN`-' SHALL BE CHLORINATED RUBBER ALKYD, FsS' TT P-115, TYPE III,
FACTORY NIXED, QUICK DRYING, NON BLEEDING. REFLECTIVE
TERIAL MAY BE ADDED AT OWNER'S OPTION FOR NIGHT
I
FLPfiTING.
fl. DELETED
&ormW I I '
1. CONCRETE FOR WALKS, CURBS, ETC. SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.
WEATHERPROOF FIBERGLASS INSULATED
VAULT; PROVIDE 12" CLEAR ABOVE GROUND
�,
z NOTE: NO JOINT SHALL BE INSTALLED BETWEEN
+�
HIGH HAZARD BFP, WATTS MODEL
.I THE MAIN SERVICE TAP AND THE METER STOP
SINGLE METER BOX
009QT, SIZE TO MATCH SERVICE
z ,. DFW/HPI OR APPR. EQUAL
2 DIA. SERVICE LINE
Q
J U L 19 999
75 PLAN VIEW
DEEM
PR®3 #
EXISTING GRADE
III
METER 8 X
2" x 1-1/2" McDONALDS SERVICE
_
STOP, MODEL 4753-22 OR EQUIV.
W/ SS. STIFFENERS, McDONALD
MODEL 6133T
CORPORATION STOP, McDONALD
MODEL 4701-22 OR EQUIV. W/ S.S.
PE TUBING, SDR 9
NOTE: BFP TESTED AND CERTIFIED BY
STIFFENERS, McDONALD MODEL 6133T
,`.°y A91M D2737, 2" DIA 1-1/2" SERVICE ANGLE STOP;
BED IN 3" SAND ALL SERVICE STOP SHALL HAVE
FCCCHR OF USG MANUAL, SECTION ((}.
AROUND LINE THREADED FITTING. FOR
CONTRACTOR IS REFERRED TO STATE AND
NOTE: SERVICE SADDLFS ON
PVC MAINS SHALL
CONNECTION TO COMPRESSION
ADAPTER AND SHALL 13E
COUNTY PLUMBING CODES FOR ADDITIONAL
BE WIDE HAND, BRASS
McDONALD MODEL 4604 OR
APPROVED EQUAL.
SERVICE REQUIREMENTS.
BODY -SADDLE: MCDONALD
3801 OR EQUIVALENT
SINGLE SERVICE SECTION VIEV�'
BACK LOW PRE ENTER DETAIL
S" WATER MAIM (VERIFY DIA)
WA i G.1i SMVICE CMNEC 1ION
NTS
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-__-- - TO NC HIGHWAY 132
INV: 29.63 VERIFY) g" SANITARY MAIN 4" Nf1C SERVICE
TKADEMAKK DKIVE (GO' PUBLIC R/W)
� INV: 31.00
NEW CULVERT EXTEND TO CROWkl
OF PIPE r NCDOT CLASS
/1 EROSION CONTROL
SEE CHAR
STONE
N
LENGTH
-THICKNESS
STONE
LOCATION (L)
(T)
TYPE
TRADEM INL. 3.75
9„
CL A
TRADEM OUTL. 5
9„
CL A
ENTERPR INL. 4.5
9
CL A
ENTERPR. OUTL. 6'
9"
CL A
INLET/OUTLET PROTECTION
DETAIL
I I GENERAL NOTES:
1
I 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME; FAMILILED
R/wWITH EXISTING CONDITIONS AND WORKING CONDITIONS. ANY
` DISCREPENCIES WITH THE DRAWINGS SHALL BE BROUGI IT 'To 'n IE
OWNER'S REPRESENTATIVE.
/ 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TRI_:IS AND
/ VEGETATION WITHIN THE LIMITS OF CONSTRUCTION UNLESS
I OTHERWISE DESIGNATED TO REMAIN.
5 Q k 3. GRUBBING AND STRIPPING: CONSTRACTOR SHALI, RAKE. AND
REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, AND EXISTING
STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY
15 RCP, 52 LF ®0.10% 6" PVC DRAIN W/ I OTHER UNSUITABLE MATERIAL WITHIN "THE LIMITS OF CONSTRUCTION.
-
1.42.77'- -- mm-tm-mi f i vp-i- 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH THE OWNER'S
10'x30' SIGHT TRIANGLE
N 73-02t
REPRESENTATIVE AND GEOTECHNICAL CONSULTANT FOR REMOVAL OF
ANY SOFT AREAS ONSITE.
{ 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE
MATERIAL SHALI, BE REMOVED FROM SITE AND DISPOSED OF IN A
�^PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHALL COMPLY WITH RECOMMENDATIONS
OF GEOTECHNICAL CONSULTANT'S REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT
REPRESENT A BALANCED EARTHWORK CONDITION. I IIE CON IRAC I OR
SHALI, BE RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPL,I?'L'I
\ INSTALLATION TO THE SPECIFIED GRADES.
' 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL
FROM AN OFF -SITE PERMITTED BORROW FACILITY/AREA AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND
` I PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION.
O �
1 BEFORE COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAY
RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE
CONTRACTOR SHALL PROVIDE PROPER NOTICE TO ALL UTILITY
COMPANIES IN CONFORMANCE WITH THE "UNDERGROUND DAMAGE,
PREVENTION ACT" LATEST REVISION. UTILITIES IF LISTED ON THE
DRAWINGS, MAY OR MAY NOT REPRESENT ALL UTILITIES WITHIN THE
I I LIMITS OF CONSTRUCTION.
.l
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE
DISCONNECTION/RECONNECTION AND/OR THE REI_.00.ATION OF
J ( EXISTING UTILITY LINES WITH APPROPRIATE PERSONNEL.
I
11. EXISTING SURVEY PERFORMED BY MICHAEL UNDERWOOD AND
y { i ASSOCIATES P.A. SURVEY PROVIDED TO ENGINEER BY OWNER.
+ 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE
f ( SITE. FURTHERMORE, THE CONTRACTOR SHALL REPORT ALL
DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO
lINSTALLATION.
i l N I j 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT
o REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE? DIRECTED BY
OWNER.
I I 14. DELETED
I I 15. REFER TO MECHANICAL DRAWINGS FOR SERVICE CONNECTIONS.
16. ALI. PAVEMENT, BASE, AND SUBGRADE SHALL CONFORM TO NCDOT
STANDARDS INCLUDING WORKMANSHIP, MATERIALS, AND EQUIPMENT.
I APPROPRIATE BARRACADES, SIGNS, LIGHTS OR OTHER TRAFFIC
CONTROL DEVICES SHALL BE PROVIDED TN ACCORDANCE WITH NCDOT
z
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I` 4uUi TO MAINTAIN SAFETY AND TRAFFIC MOVEMENTS. GENERAL NOTES: W
l 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE p
CONTRACTOR SHALL REPORT ANY DISCREPENCIES TO THE ENGINEER DELETED
aELETED
O + PRIOR TO INSTALLATION. ALL AREAS SHALL BE SLOPED TO DRAIN
i AWAY FROM THE BUILDING AT 2. ALL DIMENSIONS TO FACE OF CURB OR BUILDING
ALL TIMES.
19. CONCRETE STORM DRAIN PIPIT SHALL BE CLASS III WITH RUBBER UNLESS OTHERWISE NOTED; ALL MEASURED ANGLES Q
1 I 90 DEGREES UNLESS OTHERWISE NOTED. z
GASKETED JOINTS AND INSTALLED IN ACCORDANCE WITH THE
0 MANUFACTURER'S RECOMMENDATIONS. 3. :',�-L CONSTRUCTION WITHIN R W SHALL BE IN (24 4
IJ i 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. /
1 PAINT SHALL BE CHLORINATED RUBBER ALKYD S "hI-I'-I 15 "1'YI}I III ACC(JRDANCE WITH NCDOT CONSTRUCTION STDS.
I W Q
FACTORY MIXED, QUICK DRYING, NON -BLEEDING. REFLECTIVE 4. I'IAXIMUM GRADED SLOPE SHALL NOT EXCEED 3 z W U
I MATERIAL MAY BE ADDED AT OWNERS OPTION FOR NIGI IT HORIZONTAL TO 1 VERTICAL UNLESS OTHERWISE NOTED. E 4
REFLECTING.
5. LANDSCAPING REQUIREMENT: l D Q
20. DELETED TOTAL REQUIRED REGULATED TREES - a W W
--- t� 21. CONCRETE FOR WALKS CURBS ETC. SHALL HAVE. A MINIMUM - _ 0
0. 8 AC DISTURBED ONSITE) x 15 TREES/DIST. AC 12 TREES z
.r
COMPRESSIVE STRENGTH OF 3000 PSI A 28 DAYS - AIR ENTRAINED. TREES SHALL BE _:RED MAPLE OR CREPE MYRTLE;ro
w
6 HIGH/2 DBHi O
I SHRUBS SHALL BE JUNNIPERS OR HOLLIEf`4 1 GAL MIN. � r
W
REFER 1'0 NHC CODE REQUIREMENTS FOR ADDI-IlONAL E-, r:
O I � L ",11.�SCAPING AND SIGHT TRIANGLE REQUIREMENTS.
1*' 0 w
O ww 6. LANDSCAPE ISLANDS MEASURED TO BACK OF CURB. �
� � ) �, 0 0 W
7. �`�.LL- REQUIRED LANDSCAPING ISLANDS SHALL BE W >
10'x3 ' SIGHT TRIANGLE 12» x 18» METAL SIGN w/ BAKED ENAMEL FINISHE�LOCKFD OR CURBED TO PREVENT VEHICULAR OVERHANG. 0
,-- BOLTED TO FACE OF POST
T OF PRIOR 0 � Z
8. PROJECT AREA IS PAR DW Q
PERMITTED DRAINAGE BASIN PERMIT NO. SW8 961104
€ I DATED 11-25-96. a I
I IN 30.75 i
o PENALTYKOM SIGN; GS 20-37-6 9. i'OTAL PROJECT AREA = 34,014 SF = 0.78 ACRES W
I ; o TC T AI_ PAVEMENT AREA = 13,667 SF
w % LANDSCAPING REQUIRED = Z
= Q 1 1/2» ROUND METAL LANDSCAPED AREA REQUIRED = 8.0
' i ! 0 0 1093 SF
z 0 LANDSCAPED AREA PROVIDED = 1519 SF
I ( I = w PIPE W/ GALVANIZED FINISH % LANDSCAPING PROVIDED = 11.1 %to
35. TP, I 0 a. OR PAVING BUILDING AREA = 7680 SF
m cn FINISH GRADE, TOP OF WALK SIDEWALK AREA (COVERED) = 960 SF N
TOTAL. IMPERVIOUS AREA = 22 307 SF �
3 .5 TP--
o;
PERCENT BUILT UPON = 65.5
€ f » TOTAL. AREA DISTURBED FOR THIS PROJECT �
t I. -o» x -o x 3-0D INCLUDING R W AREAS =
CONCRETE FOOTING / 0.92 ACRES
18" R P, 45 F 0.11% 10. PARKING REQUIREMENT:
�- w
GENERAL OFFICE. 1 SPACE PER 400 SF
35.7 TPI 7680 SF d 400 19 SPACES mo)SPACES PROVIED: 23 INCLUDING 1 HCl
INV: 30.70 , NOTE: ALTERNATIVE CUSTOM SIGN MAY BE USED PROVIDING
35. I IT MEETS ADA AND CITY REQUIREMENTS.
�itt1111 f 11IJII
SITF
GRAPHIC SCALE: I "=F0'
O 20
HANDICAP SIGN DETAIL
NOT TO SCALE
1 1 /2" 1-2 SURFACE
COURSE
CONC. SIDEWALK, 4" THK.
1 /4" /LF
COMPACTED SUBGRADE 00
#4 C0NT.
NOTE: PAVEMENT THICKNESSES SHOWN 6--INCH
ARE MINIMUMS; ACTUAL THICKNESS -a4 6" -- BASE
TO BE BASED ON SOIL REPORT. COURSE
INTECRAI-__ WALK 8c CURB DETAIL
NO WETLANDS EXIST
ON THE PROJECT SITE
NOT TO SCALE
FINAL DESICiV: NOT
RELEASED FOR CONSTRUCTION
LEGEND:
EXI`.)TlNG ITEM PROPOSED
CURB AND GUTTER
----------- PAVEMENT noted
__- RIGHT-OF-WAY OR
7'T� PROPERTY LINE
BUILDING
LANDSCAPING AREA 0
-------�0------- CONTOUR 00 -
CONCRETE PAVEMENT
RIP -RAP APRON I
SPOT GRADE 0'---- 00
-- EASEMENTPIOR
TH Smi
CA1301ZAL
a : � >,
�U",
TREES Date
stolMiliva
le y
ABBREVIATIONS:
TP TOP OF PAVEMENT RCP REINF. CONC. PIPE
FG FINISHED GRACE INV INVERT ELEVATION
T C TOP OF CONCRETE DIP DUCTILE IRON PIPE
A CA /
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MAINTENANCE:
50' MIN. MAINTAIN THE GRAVEL PAD IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE'
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC
TOPDRESSING WITH ADDITIONAL STONE. AFTER EACH
>' RAINFALL, INSPECT AND REPAIR AS NECESSARY.
:•:.:•:-:-:::: = A 35' f 15' f
3C3¢ t-
-#4 STONE : 0 3 w w
❑ jr�
Z (U C7 A 3 ►�-� /�/./�/ / Z
X PLAN SECTION co
W
NOTE; USE AT ENTRANCE TO MIDDLE SOUND LOOP ROAD
TEMP CONSTRUCTION ENTRANCE
NOT TO SCALE
�Re AkiM��
UAckF
vERFIq
INTER c
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ISOMETRIC Ric cT
SYN1, OR ST
hETic EEl
0
r`i`1. ppS�
ER I; �TYP
6
.
MAINTENANCE:
NO MORE THAN TWELVE (12) INCHES OF ACCUMULATED SEDIMENT SHALL BE
MAINTAINED RAFTER EVERY RUNOFF PRODUCING STORM EVENT BE INSPECTED AND
SILT FENCE DETAIL
NOT TO SCALE
SEE PLAN
2" i—TYPE SURFACE j
�� 1 /4" PER FT. —z—;� ,
Momm
DRIVEWAY DETAIL
NOT TO SCALE
CL
SEED AND STABILIZE AFTER RESHAPING
7' 6' 12'
1" PER FT
v
NOTE: SECTION TAKE FROM ORIGINAL APPROVED DRAWINGS AND IS
SHOWN FOR DITCH RESTORATION WORK ONLY.
TRADEMARK DRIVE SECTION-
CL
SEED AND STABILIZE AFTER RESHAPING
7' 6' 12'
1" PER FT
i
NOTE: SECTION TAKE FROM ORIGINAL APPROVED DRAWINGS AND IS
SHOWN FOR DITCH RESTORATION WORK ONLY.
ENTERPRISE DRIVE SECTION_
NOTE,
TYPICAL INSTALLATION WIRE FENCE AND
AT ALL INLETS FILTER FABRIC
i nrl<%-ri A nrnin
NOTE; USE AT ALL INLET LOCATIONS
NOTE: INLET PROTECTION TO BE USED AT ALL INLETS
UNTIL PROJECT OUTFACE LINE AND DETENTION POND
CONSTRUCTED. CHECK AND REPAIR AS NECESSARY
AFTER EVERY RUNOFF PRODUCING STORM EVENT.
INLET SEDIMENTATION CONTROL
NOT TO SCALE
NOTE: NO JOINT SHALL BE INSTALLED BETWEEN
THE MAIN SERVICE TAP AND THE METER STOP
SINGLE METER BOX
2" DIA. SERVICE LINE DFW/HPI OR APPR. EQUAL
PLAN VIEW r
Q
0
EXISTING GRADEA
_
METER BOX
c2
2" x 1-1/2" McDONALDS SERVICE
STOP, MODEL 4753-22 OR EQUIV.
W/ SS. STIFFENERS, McDONALD
z
MODEL 6133T
CORPORATION STOP, McDONALD :E
MODEL 4701-22 OR EQUIV. W/ S.S. -
PE TUBING, SDR 9
STIFFENERS, McDONALD MODEL 6133T
ASTM D2737, 2" DIA
1-1 /2" SERVICE ANGLE STOP;
BED IN 3" SAND ALL
SERVICE STOP SHALL HAVE
AROUND LINE
THREADED FITTING FOR
NOTE: SERVICE SADDLES ON
CONNECTION TO COMPRESSION
ADAPTER AND SHALL BE
PVC MAINS SHALL
MODEL 4604 OR
BE WIDE BAND, BRASS BE
APPROVED EQUAL.
BODY —SADDLE; MCDONALD
i ��
SINGLE SER��ICE SECTION `� -W
3801 OR EQUIVALENT
6" WATER MAIN (VERIFY DIA) -'
DATER SERVICE CONNECT.1ION
FRAME AND GRATE
FRAME AND GRATE
2' X 2' OR
2' X 3'
BRICK, BLOCK, CM
OR PRECAST BOA;
OUTFLOW PIPE
5" 22 5"
00 Q
0
O .
10
n
I I
CN
N r1r)
L0
PLAN
BASIN, FRAME AND
GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS.
—�j
m
LUMHACTED SUBGRADE ORS"
SECTION CRUSHED STONE.
CATCH BASIN DETAIL
NOT TO SCALE
1'-6"
10 1 2" 17
11
.. 4 1 1 /2" R
1"
1 1 /4" JR'
0
- -T„ :-
t0
6" ABC CD
��-3/4SLOPE UP 0R DOWN TO MATCH
DRAINAGE PATTERNS
PAVEMENT THICKNESS SHOWN FOR ESTIMATING ONLY
CURB AND GUTTER
NOT TO SCALE
TEMPORARY SEEDING
SEDIMENTATION AND EROSION CONTROL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.
2. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO
RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE. ALL DISTURBED AREAS SHALL
BE NON -EROSIVE AND STABLE WITHIN THIRTY (30) WORKING DAYS OR 120 CALENDAR DAYS
AFTER COMPLETION OF THE ACTIVITY, WHICHEVER IS SHORTER. ALL SLOPES SHALL BE
STABILIZED WITHIN FIFTEEN (15) DAYS AFTER COMPLETION.
3. CONSTRUCTION SEQUENCE:
INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCING
MAINTAIN EXISTING CHECK DAM AT ROADSIDE DITCH
COMPLETE SITE GRADING AND ESTABLISH TEMPORARY SEEDING
STABILIZE AND SEED ALL DENUDED AREAS AND SIDESLOPES
SEED Wj PERMANENT SEEDING UPON COMPLETION
4. LIME AND FERTILIZER:
LIME - APPLY GROUND AGRICULTURAL LIMESTONE, 2 TONS PER ACRE
FERTILIZER - APPLY 10-10-10 AT 1000 POUNDS PER ACRE
INCORPORATE BOTH LIME AND FERTILIZER INTO TOP 4" TO 6" OF SOIL.
5. SEEDING: SEE CHART
6. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSPECTED
WEEKLY AND AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT. NEEDED REPAIRS WILL
MADE IMMEDIATELY.
7. MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE (3) HORIZONTAL TO ONE (1) VERTICAL.
UNLESS OTHERWISE INDICATED OR DIRECTED.
GRASS TYPE
AMOUNT/
1000 SF.
TIME OF
SEEDING
INITIAL
FERTILIZATION/1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTQP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
AMOUNT/
TIME OF
FERTILIZATION/1000 SF.
GRASS TYPE
1000 SF.
SEEDING
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
EACH 4-8 WEEKS
AUG. - SEPT.
12 LBS. 10-10-10
1-2 LBS. N.
12 LBS. 10-10-10
FESCUE, TALL
5-7 LBS.
SEPT. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
MAY & DEC.
SEPT. - OCT.
(KENTUCKY 31)
FEB. THRU OCT.
12 LBS. 10-10-10
1 /2 TO 1 LB. N.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1 /2 TO 1 LB. N.
NA
LANDSCAPE TIMBER
IN 3 coil BOX
2' MINIMUM & COVER
35' MIN OR MAX 45° LONG
4' MINIMUM USE D.I. SWEEP AS REQUIRED
45' ELBOW T❑ REACH OPTIMUM
DEPTH
EXTENSION T❑ `NIPPLE � 4
BUILDING & GLUE
CAP II VARIBLE SL❑PE
PVC LATERAL 1.57.. MIN.
NDTEt USE WYE FITTINGS AT SERVICE
8' DIA MAIN
FAR SIDE SEWER SERVICE
SANITARY SEWER SERVICE
LATERAL DETAIL
NOT TO SCALE
WEATHERPROOF FIBERGLASS INSULATED
VAULT; PROVIDE 12" CLEAR ABOVE GROUND
HIGH HAZARD BFP, WATTS MODEL
009QT, SIZE TO MATCH SERVICE
NOTE: BFP TESTED AND CERTIFIED BY
FCCCHR OF USC MANUAL, SECTION 10.
CONTRACTOR IS REFERRED TO STATE AND
COUNTY PLUMBING CODES FOR ADDITIONAL
SERVICE REQUIREMENTS.
BACKFLOW PREVENTER DETAIL
N TS
FINAL, DESIGN; NOT
RELEASED FOR CONSTRUCTION
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