SW7041107_APPROVED PLANS_20050104

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
f� APPROVED PLANS
C
❑ HISTORICAL FILE
DOC GATE
c"2_Y)�D%O6
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O`V'ERAL SITE LAYOUT
F' I T� li A T A
I IWNFR:
PHILLIP D. DI_INN & t INA B. DUNN
DBA BRIDU TC)lid ivilll 'STORAGE, INC.
520 HALF MCIi)fd P(-)AD
NEW BF RN, NC 28_`60
(252)t� 3 3-4577
SITE ADDRESS:
BROAD CREEK ROAD
NEW BFRN, NC 28'562
SITE ZONING:
NONE
SITE AREA:
13.01 ACRES TOTAL
f P0JVT AREA:
158,858 SF, 3.65 .ACRES
TOTAL. RUILDINU AREA: 20,500 S-F
C'F�IFFAL NOTES-
1. FLEVATIONS APE BASED ON NCVD 88 DATUM.
2. FIRM #3720640800.I, FFFECTIVE DATE JULY 2, 2004
3. BOUNDARY INFORMATION WA.S TAKEN FROM A SURVERY
PREPARED BY DENNIS FOPNES & ASSOCIATES, DATED
MAD Cf1 14, 1991, ENTITLED "RESURVEY FOR EDWIN J. CLIFFORD
A.I_ICE 0. CLIFFORD"
PRAlA�IlrJr, INDEX
I - OVERALL SITE LAYOUT
2 SITE GRADIL� , & UTILITY PLAN
M STORMWATER RETENTION POND PLAN & DETAILS
QNLPAL NOIFS:
1. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL
UTILITIES IN THE AREA OF WORK,
2. UNLESS OTHERWISE NOTED, THE LIMIT OF CLEARING AND
GRUBBING IS THE PROPERTY LINE.
.3 ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN.
SEO�UENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. CLEAR AND GRUB SITE.
6. INSTALL STORMWATER RETENTION POND
7. CONSTRUCT SITE IMPROVEMENTS.
8. SEED AND MULCH ALL DISTURBED AREAS/
ESTABLISH VEGETATION.
9, REMOVE GRAVEL CON IROL EN IRA,NCE.
10, REMOVE SILT FENCING.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A GAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS
OR SILT FENCE WHEN IT ACCUMULATES TO A DEPTH OF ONE
FOOT.
5. SEDIMENT SHALL BE REMOVED FRO'lJ THE STORMWATER DETENTION
POND WHEN IT ACCUMULATES TO A DEPTH OF ONE FOOT.
ADDITIONAL WORT( ITEMS:
1. SEE ciAc3 FOR TYPICAL PAVEMENT SECTION
lI
--------------------
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NCSR 1600-BROAD CRFFK ROAD
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AREA
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POLO
DB 1166, PG 961I
/ tt
f / / APPED
NC--' C,.A•70UNA 1MNME^"
/ Date —- • 2CL_?S
Stormwater FermA w7 o4 i1
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B OVERALL SITE PLAN
f , Cl Cl SCALE 1"=100'
I --- 44 sue.
DEC 13 20004
v Q-V A O
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
400 1
120 1
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I IFiE CoNTRACIOR SHALL BE RESPONSIBLE TO LOCATE ALL
UTILITIES IN THE AREA OF WORK.
2. UNLESS 01HERNI F NOTED, THE LIMIT OF CLEARING AND
("RUBBING I S THE PROPERTY LINE.
3 All DI7I.1PBED AREAS SHALL BE STABILIZED IN ACCORDANCE
WITH THE PRO,JFCT VEGETATION PLAN.
SFQIIENCE OF OPERATION:
1 SECURE PROXCT PERMITS.
2 CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
�. CLEAR AND GRUB SITE,
6. INSTALL STORMWATER RETENTION POND
7. COId f ERUCT SITE IMPROVEMEN iS.
8 SEED AND MULCH ALL DISTURBED AREAS/
ESTABLISH VEGETATION.
,T PLMUVE U'RAVEL CONTROL ENTRANCE.
10. RFM(--)VE SILT FENCING.
MAINTENANCE PLAN:
1. AIL F ROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK, ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABIISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY '�EDIMFNT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. `iEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS
OR 911 FENCE WHEN IT ACCUMULATES TO A DEPTH OF ONE
FOOT.
S. SEDIMENT SHALL BE REMOVED FROM THE STORMWATER DETENTION
POND WHEN IT ACCUMULATES TO A DEPTH OF ONE FOOT.
aC2C2
TE GRADING & EROSION CONTROL PLAN
ALE 1 "= 30'
io P'
LEGEND
SILT FENCE
G
C2 C3
rr,
CHECK DATA
H
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C2 C3
11 GRASS SWALE
I
C2 C3
INI.ET OUTLET PROTECTION
K
C2 C3
x 28.75' EXISTING SPOT ELEVATIONS
PROPOSED SPOT ELEVATIONS
NOTES:
1. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
NTH THE PROJECT VEGETATION PLAN, SEE
DETAIL F. SHEET C3
2. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
GRAPHIC SCALE
30 0 t5 30 60 120
( IN FEET )
inch = 30 ft.
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C2 C3
11, =10'
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AQUATIC BENCH
4.0
ELEVATION=3.0'
1
3 1
6
6' 1 �_
3
l STORMWATER RETENTION POND CROSS-SECTION
NOT TO SCALE
1 1 /9" TYPi 1-9 ACPHAI T
_ I
I—ICOMPACTED SUBGRADE
NOTE: CONTRACTOR SHALL PROVIDE 95% COMPACTION OF
SUBGRADE AND STONE BASE. SUBGRADE SHALL BE
PROOF ROLLED AND PASS SATISFACTORY IN THE
PRESENCE OF THE ENGINEER.
A NEW PAVEMENT SECTION
G 1 C 3 NOT TO SCALE
2 0 -�
0 U0 U0
oDoOo
6" LAYER OF COARSE AGGREGATE
0 0 0 0 0 OVER 12" LAYER OF STONE BASE
0 0 o COARSE
50' 000°0
0 0
D00o0 10'
o o °°o
o°0°0°0
D1Q
EDGE OF EXISTING
ROADWAY PAVEMENT
(__BGRAVEL CONTROL ENTRANCE
C2 C3 NOT TO SCALE
PERMANENT POOL ELEVATION =_ 4.0'
FOREBAY ELEVATION-0 0' - —� 1
3
5'
ELEVATION=3.0
1�
3
SELF ANCHORING
METAL POST @ 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
3' FILTER FABRIC
8"
FLOW
3'
: :E)_S_lLT
FENCE
C2 C3 NOT TO SCALE
POND BOTTOM ELEVAPON =O.
N
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4'
12" LAYER NCDOT #57 STONE
ON UPSTREAM FACE
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D CHECK DAM
C2 C3 NOT TO SCALE
� 1
NOTES: 3
1. PROVIDE GRASS SWALE
AT ALL OUTLET DITCHES
2. VEGETATE IN ACCORDANCE
WITH VEGETATION PLAN.
E GRASS SWALE
C2 C3 NOT TO SCALE
TOP OF RISERZCREST = A
WEIR = B
24" CMP RISE
INVERT 1 1/4' ORIFICE = C (PERMENANT POOL ELEV
TOP OF C NCRETE = D
INLET PIPE = E a °
• d • e ° a
HARDWARE CLOTH AND
:�
STAINLESS STEEL STRAP A ° °
TOP OF FOOTI - F d
d 4
q d 4
a
d dC -
e da 00
a d �--
a 4
a
d c4
d Q
PROVIDE FIRM AND STABLE
PLAN
TRASH SCREEN
#3 REBAR @ 6" O.C. E.W.
3" WIDE x 1/4" THICK METAL
STRAPS 24" O.C. ANCHORED
IN CONCRETE 12" MIN.
1 , (TYPICAL OF 4)
6" DIA, INLET PIPE
CONTINUOUSLY WELDED
TO RISER
ANCHOR 24" CMP RISER IN
CONCRETE SLAB. PLACE CONCRETE
INSIDE OF RISER TO ELEVATION D
SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE
4' SQUARE
4CO31T TENTION POND OUTLET STRUCTURE
TO SCALE
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY
DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE
TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA, IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
IFVEGETATION PLAN
C2 C3
3
1�
1 RELEASE FOR PERMITS JKA 1 10/13/04
NH, IDESCRIPTIFIN I BY I DATE
Revisions
rrM Anc nw" n /- en, flu f_R
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PROVIDE 4.5' DIA. ANTI -SEEP
COLLARS CONTINUOUSLY
30 LF 18" CMP OUTLET PIPE WELDED TO BARREL
® 20' 0. C.
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a
p A
° a p
p a
A
2' WIDE x 18" THICK CONCRETE
ANCHORAGE FOR PIPE
SECTION
OUTLET STRUCTURE ELEVATION CHART
A
B C
D
E
F
POND
5.8
5.8 4.0
3.8
3.0
2.0
O O
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0o0 O O 00 0
O
oo O� ODO O O 0 °°
RCP 00O ° Ooo000\O 00
A OO
A00\ D
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00 0
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000 O Q 000
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00
PROVIDE 2x12 BOARD(S) ACROSS
1/3 MIN, HEIGHT OF INLET
FACE OF PIPE TO PREVENT
SEDIMENT FROM ENTERING PIPE.
REMOVE REMOVE AFTER
La
RIP RAP -
FILTER FABRIC
SECTION C-C
NOT TO SCALE
Do Lo
W
AVG. RIP RAP SIZE
MAX RIP RAP SIZE
APRON THICKNESS
18„ 6'
8,
6„
9"
14"
NO'E:
1. FLACE STABILIZATION AT ALL CULVERT INLETS & OUTLETS UNDER
ROADWAYS IN ACCORDANCE WITH THIS DETAIL.
2. EXCAVATE BELOW CHANNEL AND WIDEN CHANNEL TO THE
FEQUIRED DEPTHS,
3. "LACE FILTER FABRIC ON PREPARED BOTTOM AND SIDES.
GVERLAP ALL ,JOINTS 1'-0"-
4. PIP RAP SHALL BE 6" IN DIAMETER (AVERAGE) AND
FLACED IN TWO LAYERS.
G I'1LET OUTLET PROTECTION
C2 C3 itiOT TO SCALE
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
40
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lSq sw 70V11J-7
RELEASE FOR PERMITS1 JKA 1 1 /1 / 4
I VICINITY MAP NOT TO SCALE I
EXISTING PK NAIL IN CENTERLINE PAVEMENT
ELEVATION = 10.94
101.00'
15'R I hom
EXISTINL
DRIVE
TO BE REESTABROADSIr
- 28J00
SITE DATA:
OWNER.
PHILLIP D. DUNN & LINA B. DUNN
DBA BRIDGETON MINI STORAGE, INC.
520 HALF MOON ROAD
NEW BERN, NC 28560
[phone]
SITE ADDRESS:
BROAD CREEK ROAD
NEW BERN, NC 28562
SITE ZONING:
NONE
SITE AREA:
13.01 ACRES TOTAL
PROJECT AREA:
39,600SF, 0.91 AC
TOTAL BUILDING AREA: 11,600 SF
GENERAL NOTES:
1. ELEVATIONS ARE BASED ON NGVD 88 DATUM.
2. FIRM #3720640800J, EFFECTIVE DATE JULY 2, 2004
3. BOUNDARY INFORMATION WAS TAKEN FROM A SURVERY
PREPARED BY DENNIS FORNES & ASSOCIATES, DATED
MARCH 14, 1991, ENTITLED "RESURVEY FOR EDWIN J. CLIFFORD
ALICE 0. CLIFFORD"
N87'010 32'E
NCSR 1600-BROAD CREEK ROAD
147.
GENERAL NOTES: 2 MOD ESIGN IKA 10/13/05 ``�� uAA0<-'��,,
1. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL
UTILITIES IN THE AREA OF WORK.
2. UNLESS OTHERWISE NOTED, THE LIMIT OF CLEARING AND
GRUBBING IS THE PROPERTY LINE.
3. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN.
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. CLEAR AND GRUB SITE.
6. CONSTRUCT SITE IMPROVEMENTS.
7. SEED AND MULCH ALL DISTURBED AREAS/
ESTABLISH VEGETATION.
8. REMOVE GRAVEL CONTROL ENTRANCE.
9. REMOVE SILT FENCING.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS
OR SILT FENCE WHEN IT ACCUMULATES TO A DEPTH OF ONE
FOOT.
5. SEDIMENT SHALL BE REMOVED FROM THE STORMWATER DETENTION
POND WHEN IT ACCUMULATES TO A DEPTH OF ONE FOOT.
15'R NEW 40LF 18" RCP
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ADDITIONAL WORK ITEMS:
I. SEE @
FOR TYPICAL PAWMENT SECTION
270.
ZONE AL (ELEV. t. . I,- - -- - ��
UPLANDS UPLANDS c'j w v� / ,v S ti
LIMITS OF DISTURBED AREA , N87°57'39�W .1 �S
1 39,600SF, 0.91 AC._S84 li 2 �,W 308'
51.86
57 7.5=23. �'v� v. •►� .�. ,v •r• .�. w .�. .� . 4, Z rl ��
1 UPLANDS �? '•' 4f 79,941 y lk Nk y 'lie
404,yETLAND�,
DO NOT DISTURB �+ l
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POLO
DB 1166, PG 961
i
PHILLIP D. DUNN & LINA B. DUNN
DBA BRIDGETON MINI STORAGE, INC.
520 HALF MOON ROAD
NEW BERN, NC 28560
Revisions
•!il�Irl i! a��lilia a ! !il��li
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4ME
/
ARE10_
NO WORK THIS AREA / II
I SEE ENLARGED VIEW THIS AREA /
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NO WORK THIS AREA
I / /
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I NO WORK THIS AREA 11
I \ ROTHENBURGER
/ NDB 1097. PG 747
I � �
*THROW
I / / DB 867, PG 707
I NO WORK THIS AREA
I � /
/ rB OVERALL SITE PLAN
I Cl C1 SCALE 1 "=100'
GRAPHIC SCALE
r+ 100 p 50 100 200
A OVERALL SITE LAYOUT
C1 C1 SCALE 1"=30`
( IN FEET )
1 inch = 100 ft-
GRAPHIC SCALE
30 0 15 30 fi0
{ IN FEET }
1 inch = 30 ft_
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GENERAL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL
UTILITIES IN THE AREA OF WORK.
2. UNLESS OTHERWISE NOTED, THE LIMIT OF CLEARING AND
GRUBBING IS THE PROPERTY LINE.
3. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN.
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2, CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. CLEAR AND GRUB SITE.
6. CONSTRUCT SITE IMPROVEMENTS.
7. SEED AND MULCH ALL DISTURBED AREAS/
ESTABLISH VEGETATION.
8. REMOVE GRAVEL CONTROL ENTRANCE.
9. REMOVE SILT FENCING.
1 1/2" TYPE 1-2 ASPHALT
6" ABC BASE
COMPACTED SUBGRADE
f I i I
NOTE: CONTRACTOR SHALL PROVIDE 95% COMPACTION OF
SUBGRADE AND STONE BASE. SUBGRADE SHALL BE
PROOF ROLLED AND PASS SATISFACTORY IN THE
PRESENCE OF THE ENGINEER.
A NEW PAVEMENT SECTION
VC2 NOT TO SCALE
0 0 o
o°o°o
o o 0 5" LAYER OF COARSE AGGREGATE
o ° o ° OVER 12" LAYER OF STONE BASE
00000 COARSE
50' 00000
0 0
o°oo0 10'
O O o O o
o000000 10'
EDGE OF EXISTING
PAVE'0.1T
EL C01`JTROL ENTRANCE
70 SC , LE
e
Y. EXIST;G PK 'SAIL IN CENTERLINE PAVEMENT `- --��-- - --�
ELFVA :ION - 13.94
94
LEGEND
SILT FENCE C
CZ C2
® CHECK DAM D
c' C2
3:1 GRASS SWALE E
GRAVEL CONTROL B r M n
__--r---"� 1n�raNr.F r.� r� 4`-rR �OOJ"-BROAD CRFFK Rnan
3'
3'
C SILT FENCE
C2 C2 NOT TO SCALE
SELF ANCHORING
METAL POST @ 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
FILTER FABRIC
8"
FLOW
\�K
12" LAYER NCDOT #57 STONE
ON UPSTREAM FACE
FACE
00tY� pro
0V O 1
!_N,' 4 _I_ 4 _!
•• ••• ••• ••
• • ••• •• ••• • •
rD­­'�CHECK DAM
C2 C2 NOT TO SCALE
NOTES: 3
1. PROVIDE GRASS SWALE
AT ALL OUTLET DITCHES
2. VEGETATE IN ACCORDANL E
WITH VEGETATION PLAN.
E GRASS SWALE
C2 C2 NOT TO SCALE
lam
S 1
ELEASE FOR PERMITS1 JKA 1 10/13/04
OD ESIGN I JKA 1 10/13/05
N❑, IDESCRIPTION I BY I DATE
Revisions
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FER T ILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED " T
INSURE APPROXIMATELY 75%
ARE, .--.-'HE STRAW AND SOWN SEA`
DISCS ,:N'0 THE BED .TO GIVE IT L'-r
TO E-,O*NC AND WASHING.
THE GOINTRACTOR SHA-' GUARANTrF -
"~ t A'-q EN ti"JER r T, : DISTURB
5�`P C'__R W° �,i'FT DOW1[' =HE
` A E'ON AID iN GROWTH I
Ifr � =R. A STAND OF GRAS� W
WHEN THE ENTIRE STAND -CY
= ,'.-C I INCHES HIGH AND WAS
R-
RE r w
�-,TAIN
PLAN
Do
I La
I W
I AVG. RIP RAP SIZE
MAX RIP RAP SIZE
APRON THICKNESS
18"
6'
8'
6"
9"
14"
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