SW8080740_APPROVED PLANS_20130820

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Dao74D
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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SITE LEGEND
— OVERHEAD STEAM DISTP.IBUTION SYSTEM
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® UNDERGROUND STEAM SYSTEM VAULT
® BUILDINGS IDENTIFIED WITH HEAVY LINE TYPES ARE
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G17 90t
--- / '1. RAISE EXISTING DI FRAME AND GRATE TO FINISHED GRADE.
31
2. 269 LF GRASSED LINED TRAPEZOIDAL DITCH ® 0.37%. SEE
C -- -- il r _ } DETAIL THIS SHEET.
' 17.13 17.OD - i 7.00 17.13 18.D8 .18.25
( 18.25 18.08 $.13 - -
TC 17.63 TC 18.58
TC17.63 - - 3. 116 LF OF GRASS LINED SWALE 0.75%
TC18.57 _
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LIMITS OF
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6. SIGN, SEE LANDSCAPE PLANS.
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18.50 18.20 18.13 16.50 i 16.50 6.64 - 7.50 -- -
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18.00 17.90
TC,8.5 TC,8.4o i KEYPLAN
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17.65 TC17.93 i TC17.63 �TC17.63 16.77-� 7.25�
N OT TO SCALE i
T017.80' , ; 17{.13
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SLOPE = 0.37% VACTUAL= 0.38 FPS 1 1700
z dia= 1.64 FT n - 0.24 1.001f
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1 "=20'
5
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MP.r"s 4 PA r
SEAL
A/E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
71
c
SATISFACTORY TO DATE --�-
DES MAC
oRW ARH
CHK MAD
DESIGN MANAGER M. CROW R.A.
BRANCH MANAGER
CHIEF ENGINEER B. FORBES R.E.
FIRE PROTECTION
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EPROJECT NO. 1397585
CONSTR. CONTR, NO.
N/A
NAVFAC DRAWING NO.
12768712
SHEET 41 CE 109
CG-403
DRAWFORM REVISION: 06 JANUARY 2017
)3

2 3 4 5
�� / �� �� �`���� ij fl NOTES
9 L}
�, �Z AS��W � - _ - i_€�-�� __ GpaUN�� SASE 'i' PIPE SCHEDULE
19.06 18.94 �G-AS1� p~o�� s�8� po`��`� '� 38 TO 39 71 LF OF 18" RCP 1.8%
18.86� �18.74 1al,p R +--� Sid GT, , p05 �-ps , , 0 0
/ '
\ \ S'j r o0JI �' - 5 40 41 " RCP 1.3%
TO 57F OF 18
�. I L IPA Appal ! 'l1 ' O
L R
1 f �
1,9�?�I��i ` r- 18.77 I' 1$.65 � j = _ - f,
l� 2a�a?3a ��------_ -- 18.57� 118.45-- - �� / TO 45 12LFOF15 RCP�0.5%
FOP �A�` Cp17
I E
r 6G0 A � � R Bwi 8 4 TW18.30 J I f 0 � ' STORM STRUCTURE SCHEDULE
D F ` r �N� BW17.46 C GNU _ - _� - - - - -�Y n�:" 8 �? �fl� i
! S`�V GaAlr ,3 - - -, - -- - ---i6. .1 GR�6 3 pG� -4- I� i, u� �2 -- -
!, � 1g 6loa� }�Q'"S tiro"UST 44 45 602 ;Gp '`�1:293 w _ - -- 1 ' % N`� - _ -� INLET / DROP FES
_
RIM-17.0 INV 11.0 INV-10.071w17.99
722 BW17.20BW1.RIM=17.0 INV=12.0 IV=11.0°
N f
J
G 0 E 6.2I.26 E I I 18.00 ,�� 17.88
I I I I I I I d
Q
z
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a
I I I I I I I
1�.80
I I I }
W IN-.�Vti , 7.68 W wLn
Ln
i
ROOF DRAIN PIPS SQHFQULE
uff
Lmjm- _ -- - T
17.49
� 17.55 17.49 `' 30 TO 28 6 PVC ®1.8%
= R 1 TO R3 6" PVC 0 1.7%
68 _
o `J 17.70 , 7a9 28 TO 23 8" PVC ®1.8%
55 SS SS S�-
IN F A,
I - =- _ �` -�� � - - R3 TO �6 8" PVC ®1.7%
ASPHALT I \
�6.6� - - - 6.�2 k s ` " R19 TO R21 6" PVC 4.0% jkC
3 \ _ -6 TO 40 12 PVC 0 1.7%
A- k 2 \ 16.88 k ) CO PANY STREET E s.go ' 6 6 y
g 17.75 18 -- - �-- - - 18 13 TO R11 6" PVC ®4.0% R16 TO 18 6" PVC 1.$%
-17.//
18.35 1 ? - _ O
��� 7 �J ��' - Vl W' 6 ��� _ v 2 Vt' �' - - - ^. y
_ _ 6� 8.s3 - - r .R - R 11 TO 40 12" PVC ® 1.2% 18 TO U21 8" PVC 1.8%
K u K'N - -�� 18.53 18.90 18.93 118.95
08.94 18.53 - -18.22 t 818 L R21 TO 22 12" PVC 1.8%
1a 18.33 ,- 18.94
_..__ 18.9, ,8�5 )1 � --_ N TO 14 6 PVC ®2.3%
18.40 j 18.5s ,8.44 � --- ---- �- _____ �18.64 � �-�8.s�- -- �, 18.45 ,s.57 � II 14 TO 11 8" PVC � 2.3% 23 TO 38 12" PVC ®1.9%
"rlr- / Ca 3018.95 18.96R1 R5 6"C0 R -T , O
D I Nt D 6
c� 25 2 8 F 18 29 I R2 18 R4 y
` 11 TO 11 8" PVC ® 4.0%
__.� j
" 25 26 T ON RQ� -� 18.94 I 18.96 1 .9 ; SEAL
Gi - -� 18.94�- - - '
�qu - 18.96
24 HDPE YARD INLETS
8.2 � \ I..- - -----
- R3 RIM=17.75 INV=15.16 28 RIM=17.75 INV=14.88
a � �
1 ! \ \ P- 320 BE -�� I, R8 , r RIM=17.0 INV=13.23 25 RIM=17.5 INV=13.28
ADJUST EXIS (SANITARY SEWER MANHOLE C VER `�� R8 = _
18. t0 B + WITH SIDEWALK \ 70,956 SF RIM 17.0 fNV-12.52 23 RIM-17.5 INV=12.11
Y-1 ! ! _ \. FIRE I . h 8. R 11 = - 18 - _ A/E INFO
FF 19.00 RIM 17.5 INV=13.0 RIM=17.75 INV- 5
z , 8.b ? ROOM [ 15.0 APPROVED
23 T �.o 20 6 19.00 18.
Li 0, \ 8.9 _� - r%- 3 11 RIM=17.0 INV=15.0 R21 RIM=17.5 INV=13.41
1 18 6 - - A /\ --- - -
© ,T 22' 18.25 18 A 12 R11 14 RIM=17.5 INV=14.76 FOR COMMANDER NAVFAC
> RD D RD /� ���� RD RD RD i A�T'v'n
z 4 CO 18.09 I R19
Q
.92 R21- - 13 __ 17.9s 10 R9 40 ----
© � II I I I
�18.58 18.24 1 7.681 ' SATISFACTORY TO DATE -----
`S 18.10
17.617-7
1 \ I MECHANICAL I� Z?j
ROOM ELECTRICAL 17.95 DES -- DRW -- CHi( --
! n 17.84 r '
17.18 ROOF DRAIN CONNECTIONS DESIGN MANAGER M. cRow R.A.
17. 1 91 I 1) 18. 3 C E 1 L I ROOM O F- NOTES: sRANch MANAGER
r 0 1 oa 17.75 17•40 1. ALL ROOF DRAIN CLEANOUT RIMS MUST BE CHIEF ENGINEER B. FORBES R..E.
18.96 J , g - -- FLUSH WITH GRADE. FIRE PROTECTION
7.9d 17t6 ® e e e ® 1� 7.80 18.20 I 18.36 17.97 1
CD � 17.8s I / 17.84 j 2. PROVIDE AIR GAP. SEE ARCHITECTURAL. Q z
- G U
- 1 18.s9 ! _ i �; ; i j R 1 30 15 16 INV=
3g ° ° ti �- �ti! `N �. �,� It 16.0 PROVIDE CLEANOUT oLLJ
017.2 7.9 e e / S �
/17.71 1 18.43 14 17.96 ? 11 19 INV=15.16 z
66 0�`
e / , 8
17. 6 .7 17.60 17.86 17.50 17. 13 - z O CI)
\ / \ X 17.90 17.80 INV 14.88 Z ¢ Cy
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10 \ / AS NOTED
GRAPHIC SCALE CONSTR. NO. --_-
J CONSTR. CONTR. N0.
/ N/A
_-
1 f' ,. NAVFAC DRAWING NO,of / -- ---- 1 =20 F .` SHEET OF
Z \.
w - ply - - CG-404
191
1
3
4
DRAWFORM REVISION: 06 JANUARY 2017

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KEY TRENCH & EMBANKMENT
CORE SEE DETAILS ON C-606-
120
A 1 BMQ 2,
WET Pr, -)ND A
7-00
0
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10.30
A FILTER STkI
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12
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ZZ ZZ o/
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SCALE: 1 " = 20'
BMP 3:
WETPOND
Vv ��vv
--7
j
1.12.0
12.5
5
TRENCH & EM8ANKMENT 11.'Z
CORE SEE DETAILS _ON C-606 FIL:
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9 9 00-1--1 0 15.0
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16-N
11
A BMP 4 (WETPOND
SCALE: 1 = 20'
1 2 13 4
N
5
NOTES
BMP 2: WETPOND A
STORM PIPE
SCHEDUI E
32 TO
33 133 LF
OF 18-
RCP 0 3.2%
34 TO
35 57 LF
OF 12-
RCP 0 0.70%
STORM STRUCTURE
32 END
SCHEDULE
WALL INLET
34
OUTLET STRUCTURE
INV:
14.25
RIM: 15.00
WEIR: 13.50
FES
INV IN (W):12.00
0
33
INV:
10.00
INV OUT (E): 10.20
V)
SEE DETAIL ON C-606
ul C
35 FES
INV: 9.80
u
BMP 3: WETPOND B
STORM PIPE SCHEDULE_
36 TO @ 55 LF OF 12" RCP @ 0.74%
@) TO (39 71 LF OF 18- RCP 0 1.8%
NP-�
STORM STRUCTURE SCHEDULE
36 OUTLET STRUCTURE 38 DI
RIM: 13.50 RIM: 17.00
WEIR: 12.50 INV: 11.00
INV IN (E):l 1.00 FES
INV OUT (W): 10.20 39
SEE DETAIL ON C-606 INV: 10.00 c
37 FES
INV: 9.80 SEAL
BMP 4: WETPOND C
STORM PIPE SCHEDULE
40 TO 41 57 LF OF 18- RCP @ 1.3%
42 TO 43 44 LF OF 12- RCP @ 0.5%
AIE INFO
STORM STRUCTURE SCHEDULE APPROVED
40 DI 42 OUTLET STRUCTURE RIM: 17.00 RIM: 15.50 FOR COMMANDER NAVFAC
INV: 12.00 WEIR: 14.25 ACTIVITY
INV IN (S):13.00
41 FES INV OUT (N): 11.70 SATISFACTORY TO DATE ----
INV. 11.00 SEE DETAIL ON C-606 DES MAC DRWARH7CHK MAD
DESIGN MANAGER M. CROW R.A.
D43 FES BRANCH MANAGER
INV: 11.50 CHIEF ENGINEER B. FORBES P..E.
FIRE PROTECTION
0 5 0
z
OUTLET PROTECTION < 2
B
33 Ld
FES 39 FES 42 FES
z 0.,c
3Do=4.5' 3Do=4.5' 3Do=4.5' - - t� o
ft� F- uj;� 4La= 12' La= 12' LG= 10 Lu - U)
<
W= 16.5" W= 16.5' W= 14.5' z 0
w Q <
cl-4
NOTE: WRAP ALL DRAINAGE JOINTS WITH 24" WIDE GEOTEXTILE FABRIC. d
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BMP 2
BMP 3
SCALE: AS NOTED
GRAPHIC SCALE
EPROJECT NO. 13975M
CONSTR. CONTR. . NO.
N/A
NAVFAC DRAWING NO.
0' 10' 20' 40' 12768715
1 =20t SHEET 14 OF 109
CG-406
5 DRAWFORM REVISION: 06 JANUARY 2017

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3.64i
FOR MANHOLE COVER 6 FRAM #4 BAR "A"
OPTIONAL 8PACE[1 6
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BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX, 1'
�,'_ i OUTLET PIPE
A.
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A OT
I
T PIPE: �- SECTION
�� C-C OR 0-0
SECTION X-X
PLAN
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" X 8.1
SECTION V-Y
QENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS " B" CONCRETE THROUGHOUT.
OPtIOr#AL (X*STRUCTl0w - WMOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS A3 DIRECTED BY THE: ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF SOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840_00.
PROVIDE ALL JUNCTION BOXES OVER 3'-B" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION[ OF THE MAINHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY. OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF SMOM SLAB TO TOP
ELEVA71ON IS 12 FEET,
DOWEL
DIMENSIONS A19D OUANTITIES FOR CONCRETE J UNCTION BOXES
DIMENSIONS OF B01L AND
PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
On AND 81A8$
Dei)i IM FOR ONE
PIPE CU.VDS.
WIPE
SPAN
WIM
MiEEIOHT
1)A
aH
No.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
Sku
FT, OF HT,
LBS.
REeINF
CU, YDS.
MIN. nH"
C.B.
R.C.
12"
2'-a"
2'-O"
21.3"
12
2"•9"
3'-a"
3'-0"
0.187
0.107
0.1B5
1 22
0.750
0.015
0.024
16"
2'-3"
2'4"
2'-O"
12
31•0"
3'-3"
3'•3"
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2' S"
2'-B"
21.9"
14
3"•3"
3'-$"
3'-6"
0.227
1 0.227'
0,222
30
1.065
0.033
0,049
24
3'-0"
3'-0"
3"-3"
16
3'-Orr
4441
44-O"
0,296
0.295
0_269
40
1.434
0.050
0-085
30"
3'-B"
3'•8"
3'-9"
18
4'•3"
4'•6"
41.8"
0.375
0.375
0.2914
51
1.860
0.022
0.127
36"
4'-0"
41.0"
4'-3'1
20
4'-9"
5'•O"
W-O"
0.443
0.463
0.333
64
2.341
0.132
0.178
42"
4'-811
4'•11"
4'-9"
22
5*-30"
5'•6"
5'-6"
0,560
0.580
0.370
77
2.678
a,180
0.243
48"
5'-4"
Lr'-4"
5'-3"
26
6'-3"
$'-4"
6'-4"
0.743
0.743
0.407
111
3-623
0.235
0,317
54'+
5'-1a"
5'-10"
5`-9"
26
6'-7"
13'•in"
8'-1a"
0.685
4.6135
0_444
126
4.283
0.297
0.401
60"
6'-6"
6'-6"
SIT
30
7'•3"
71`8"
7`•afl
1.042
1.042
1 0. al
146
5.090
0.367
1 0.496
I3$"
7'-1"
7'-1"
B'•9"
32
1 7'.1a"
A'.1"
a'.1"
1-210
1-210
0_5i8
ISQ
5_917
0-4"0.+SBa
CONCRETE JUNCTION BOX
NTS
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SCHEDULE 40 STEEL PIPE
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CONCRETE
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RATC
Ir
(SEE NOTE1
D€�IEIM+41. NOTES :
USE C-LAS* "p' RFT,E lliFOJGHaUT
PAOVlOE FALL DWJP SNLE-2 U11EM 5' 5" L14 OEPtM *FI''H STEPS 12"
ON CENTER USE S1EFS 11 UEFt ti: W"_V 1 l `H S-M. Cmml..w. 040's4.
OPTIONAL VONI 1LTT► IC POUR 7' K[rWAV OR " BAP 04z II AT
12' CEt177RS AS a?'mFCTF0 0IV THE ENGINEER.
L-- FCFW5 F:)B THE CALIN57RUCTIM (IF T)+1E B"TTOV 5LAS
IF REIII, UONE;4E"E PIHE ;g SE T Ix s0' 7tw r]LA<} Or- III ACES} YC sLAB
A5 5HLlM 0% STD, Na. BdS .04.
CKASTNX7 INXTH PTPf CROM :5 YATCCI :W111,
SEE S-A .99 TMAiYI W-26 FW AT-AiAlMENT OF FRAIIEIS AAA ORATES WT Rion,
7NST.ALL. 2" WEPRXII AS UIREt; D BY 'HE EA03TNFEA,
INSTALL STONE UdA.INS, OF A M[.%IMILIM QF 1 CUBIC FDOT OF M7. 7SM Ss01M3: FN A
5ROPoG'J3 FIMHAIG SAG OR WI AT EACH WEEP HOLE 09 A3 33PECTED BY SHE ENGINEER,
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DINENI AND 01JANTI:IES FOR DROP INLL!(HA3ED ON MIN. HE]GmT H) ':
DMNSIM OF WX 3 PIPE
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DEDUCTIONS FOR
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SPAN
WIDTH
MIN_ HEIGHT
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0,059 0.G85
21,011
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0,092 0,127
CONCRE�ED�ROP INLET
3" DOME
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PAINT YELLOW
***4" DIAMETER -
SCHEDULE 40 STEEL PIPE
1 " CROWN
GRADE SURFACE
ft
N 4. CONCRETE
I FOOTING
12" DIA MIN
*** NOTE: USE 6" DIAMETER SCHEDULE 40 STEEL PIPE
FOR DUMPSTER BOLLARDS.
eI_ FIXED�EX�TER�10�RB�OLL�ARD
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In
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SATISFACTORY TO OATS -----
DES -•-
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DESIGN MANAGER M. CROW RA
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COMPACTED UNIFORMLY IN ACCORDANCE EPROJECT NO. ----
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N/A
NAVFAC DRAWING N0.
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A4SHEET -- OF ----
NTS.
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TOPSOIL & SOD -
MIN 12" WASHED SAND
PLACE 2" OF #8 WASHED
STONE
PLACE 6" OF #57 WASHED
STONE
4" PERFORATED PVC
UNDERDRAIN PIPE
® 0.50% (APPROX.)
FILTER SAND NOTE:
TOP OF SAND=13.00 .•:•
-- :.;... NON -WOVEN
i GEOTEXTILE
PLACE 2" OF C--33
SAND
*MIN 2' TO SHWT
COMPACTED
SUBGRADE
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*NOTE: ESTIMATED SEASONAL HIGH WATER TABLE
SAND FILTER BASIN SECTION
C2 NTS
PROVIDE A MINIMUM OF 4
ROWS OF PERFORATIONS
AROUND THE
THE FILTER SAND MUST BE CLEANED, WASHED SAND MEETING
DIAMETER OF THE PIPE. THE PERFORATIONS MUST BE 3/8 INCHES IN
THE GRADATION REQUIREMENTS OF ASTM C33.
DIAMETER AND PLACED 6
INCHES ON CENTER FOR
THE ENTIRE
CLEANOUT NOTE:
LENGTH OF THE LATERAL.
PIPE MUST BE PVC SCHEDULE 40.
ALL CLEANOUTS MUST HAVE A SCREWED CAP THAT IS SET
3" ABOVE THE SAND SURFACE ELEVATION.
KEY TRENCH &
EMBANKMENT
CONSTRUCTION NOTES:
KEY TRENCH BACKFILL & EMBANKMENT CORE FILL MATERIAL SHALL MEET UNIFIED SOIL CLASSIFICATION SYSTEM
CLASSIFICATION CL OR SC WITH A MINIMUM OF 30% FINES. THE REMAINDER OF THE EMBANKMENT SHALL BE
CONSTRUCTED WITH SATISFACTORY MATERIAL MEETING SPEC. SECTION 31 23 00.00 20. REUSE MATERIAL EXCAVATED
FROM PONDS TO EXTENT POSSIBLE. BREAK APART, PLOW, PULVERIZE AND CONDITION TO WITHIN t 3% OF OPTIMUM
MOISTURE CONTENT PRIOR TO PLACEMENT. EACH LIFT OF KEY TRENCH BACKFILL & EMBANKMENT FILL SHALL BE
COMPACTED TO A MINIMUM OF 90% OF ASTM D-1557. THE PLACEMENT AND COMPACTION OF THE KEY TRENCH
BACKFILL AND EMBANKMENT FILL SHALL BE MONITORED BY THE CONTRACTOR'S INDEPENDENT TESTING AGENCY(CITA)
ON A FULL TIME BASIS. THE CITA SHALL PERFORM A MINIMUM OF 10 FIELD DENSITY TESTS PER EACH DAY OF
BACKFILL/FILL PLACEMENT AND COMPACTION AND A MINIMUM OF 6 FIELD DENSITY TEST PER LIFT PER DAY. THE CITA
SHALL PREPARE A FINAL REPORT INDICATING THAT THE BACKFILL & FILL MATERIALS, MATERIAL PLACEMENT, AND
COMPACTION FOR THE KEY TRENCH & EMBANKMENT WAS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
FLOWABLE FILL AS SPECIFIED IN 31 23 00.00 20 MAY BE USED FOR KEY TRENCH BACKFILL.
TOPSOIL &
SOD
#57 WASHED STONE
(1' x 2' x 2' AT PIPE
INLET)
CLASS "B" RIP RAP
TOP = 14.20
INV=13.00
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KEY TRENCH
TOP EL. = 15.0
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#8 WASHED STONE
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FOREBAY
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FILTER SECTION --SEE DETAIL THIS SHEET
USE 90 DEG. ELBOW
A
#57 WASHED STONE
INV. 11.2 ON
ON THE HIGH END
KEY TRENCH
BOTTOM EL. MIN OF
EXISTING GROUND
SEE DETAIL THIS SHEET
4" PERFORATED PVC
3' BELOW EXIST GROUND
UNDERDRAIN PIPE
OUTLET STRUCTURE
0 0.50% (TYP.) (SEE NOTE)
SEE DETAIL THIS SHEET
FILTER CROSS
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CSAND
A2
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1 1 2 1 3
16.30
16.00
10' EMERGENCY
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AT 15.00
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GRATE TRAFFIC BEARING
MODIFIED DROP INLET
NCREfE
1 i I I I III I I I I I I I I I I I I' \-2- WASHED STONE
9" 4" UNDERDRAIN
PROVIDE 1 OF CLASS PIPE {USE 6"
12- #57 STON Al RIP RAP TO SOLID FOR COLLECTOR)
BEDDING {TYP INVERT OF OUTLET PIPE
4'-6"
SQUARE
NOTE: EMBED RISER IN FOOTING
C4 OUTLET STRUCTURE 5
NTS
LAPPROVED PREPARED SUBGRADE
3' WIDE -CENTERED DTI -SEEPAGE COLLAR
UNDER EMBANKMENT SEE DETAIL THIS SHEEP
*USE 6" FOR COLLECTOR PIPE
10 A 3,000 PSI CONCRETE
.12�� .
12" a 12
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12"
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ANTI -SEEPAGE COLLAR
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APPROVED
FOR COMMANDER NAVFAC
ACTNITY
SEAL
A/E INFO
SATISFACTORY TO DATE ----
DES MAC
IDRWARH ICHK MAD
DESIGN MANAGER M. CROW R.A.
BRANCH MANAGER
CHIEF ENGINEER B. FORBES R.E.
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DRAWFORM REVISION: 10 MARCH 2O09
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LEVEL SPREADER -
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LEVEL SPREADER LIP
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BACK OF BLIND SWALE
11.80
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LEVEL SPREADER START
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LEVEL SPREADER END
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10.00
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4%
10' MIN 5,
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D SWALE � LEVEL SPREADER UP
I
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VEGETATED FILTER STRIP
(PROVIDE 6" OF LOOSE TOP SOIL
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WETPOND A
WETPOND B
WETPOND C
EMERGENCY SPILLWAY
14
12.8
15
TOP OF BANK
16
14
16
SPILLWAY WIDTH
10,
15'
10'
12 THICK R'�
GEOTEXTILE FABRIC
SPILLWAY ELI
TOP OF BANK
6' WIDE PLANTED AQUATIC
BENCH AROUND
MAIN POND AREA
BLIND SWALE BOTTOM 4,0'L##4
012"
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fi THICK D3 NTS
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GEOTEXTILE FABRIC AND 50' CONCRETE LEVEL 1'
12" THICK RIP -RAP SPREADER CAST -IN -PLACE 3 #4 �____ 3'
(CLASS B) (3,000 PSI)
(PLACE 8" MIN OF
STONE BEDDING BELOW
FOOTER.)
LEVEL SPREADER -SECTION
NTS
KEY TRENCH & EMBANKMENT CONSTRUCTION NOTES:
KEY TRENCH BACKFILL & EMBANKMENT CORE FILL
MATERIAL
MUST MEET UNIFIED SOIL CLASSIFICATION SYSTEM
CLASSIFICATION CL OR SC WITH A MINIMUM OF
30% FINES. THE REMAINDER OF THE EMBANKMENT
MUST BE
CONSTRUCTED WITH SATISFACTORY MATERIAL MEETING
SPEC. SECTION 31 23 00.00 20. REUSE
MATERIAL EXCAVATED FROM PONDS TO EXTENT POSSIBLE. BREAK
APART, PLOW, PULVERIZE AND CONDITION TO
WITHIN f 3% OF OPTIMUM MOISTURE CONTENT
PRIOR TO PLACEMENT. EACH LIFT OF KEY TRENCH
BACKFILL
& EMBANKMENT FILL SHALL BE COMPACTED TO A
MINIMUM OF 90% OF ASTM D-1557. THE
PLACEMENT AND COMPACTION OF THE KEY TRENCH
BACKFILL
AND EMBANKMENT FILL MUST BE MONITORED BY
THE CONTRACTOR'S INDEPENDENT TESTING
AGENCY(CITA) ON A FULL TIME BASIS. THE CITA SHALL PERFORM A MINIMUM OF 10 FIELD DENSITY TESTS PER
EACH DAY OF BACKFILL/FILL PLACEMENT AND
COMPACTION AND A MINIMUM OF 6 FIELD DENSITY
TEST PER
LIFT PER DAY. THE CITA MUST PREPARE A FINAL
REPORT INDICATING THAT THE BACKFILL & FILL
MATERIALS, MATERIAL PLACEMENT, AND COMPACTION
FOR THE
KEY TRENCH & EMBANKMENT WAS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
FLOWABLE FILL AS SPECIFIED IN 31 23 00.00 20
MAY BE USED
FOR KEY TRENCH BACKFILL.
SEE DETAIL D5 THIS SHEET FOR AQUATIC BENCH
` 1 I 2:1 BELOW PERMANENT 12" CLASS B (B) WEIR-
-I I I II I POOL ELEVATION RIP RAP BERM ON � GEOTEXTILE FABRIC 5 MIN. p WATER QUALITY VOLUME
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FOREBAY BOTTOM
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(B) 9" x 2' WEIR
6" CAPPED PIPE WITH 12"
REMOVABLE SCREW TOP
6" X 6" PVC TEE
12"
12" MIN.
6" CAP WITH ORIFICE
DRILLED AT BOTTOM
/ </ \</ \// \�/ �//
#57 STONE BEDDING
TOP OF EMBANKMENT CORE
2' ABOVE PERM POOL ELEVATION
EMBANKMENT CORE MIN 3' WIDE
CENTERED UNDER EMBANKMENT
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I I III. III -I ANTI -SEEPAGE
EXISTING
SOIL
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KEY TRENCH -3' WIDE
OVER- EXCAVATE 6" FOR SEDIMENT CENTERED UNDER
EMBANKMENT
BOTTOM OF KEY TRENCH MIN. 3'
BELOW EXISTING GROUND AND
�2�WET POND CROSS SECTION 2' BELOW PERM POOL ELEVATION
NTS
1 2 3 4
C5
AQUATIC BENCH
NTS
(A) RIM
-A=36" -
B=24"
HINGED GRATE
WITH LOCK
_---TRAFFIC BEARING MODIFIED
CONCRETE DROP INLET
WET POND OUTLET STRUCTURE
NTS
WETPOND A
WETPOND B
WETPOND C
MAIN POND BOTTOM
7.00
5.00
7.00
FOREBAY BOTTOM
9.50
8.50
9.00
RIP -RAP BERM
12.50
11.50
13.50
PERMANENT POOL
12.00
11.00
13.00
WATER QUALITY VOLUME
13.50
12.50
14.25
1 YR STAGE
13.59
12.59
14.35
10 YR STAGE
14.16
13.04
14.95
100 YR STAGE
14.57
13.28
15.36
(A) RIM
15.00
13.50
15.50
(B) WIER
13.50
12.50
14.25
(C )
12.00
11.00
13.00
(D)
10. 20
11.00
11.70
ORIFICE SIZE
1.2ST'
1.25"
1"'
TOP OF BANK
16.00
14.00
16.00
SEAL
A/E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO DATE ----
DES --
DRW --
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DESIGN MANAGER M. CROW R.A.
BRANCH MANAGER
CHIEF ENGINEER B. FORBES P..E.
FIRE PROTECTION
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NAVFAC DRAWING NO.
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DRAWFORM REVISION: 10 MARCH 2O09
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VEGETATED SHELF
PLANTINGS
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� lT OF��
1. COORDINATE LANDSCAPE SITE WORK WITH CIVIL, STRUCTURAL,
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.
2. VERIFY ALL EXISTING SITE IMPROVEMENTS FOR REMOVAL/SALVAGED,
STORED DURING CONSTRUCTION, REINSTALLED/OR PROTECTED IN
PLACE WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION
❑ NEW WORK KEYNOTES (THIS SHEET)
1❑ STORM WATER MANAGEMENT FEATURE (SEE CIVIL DRAWINGS)
❑2 EXISTING WETLANDS TO REMAIN (PROTECT IN PLACE)
❑3 EXISTING WETLANDS BUFFER (SEE CIVIL DRAWINGS FOR
ADDITIONAL INFORMATION)
0' 10' 20' 40'
1 =20
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SATISFACTORY TO DATE ----
DES EffG
I DRW BTG
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DESIGN MANAGER M. CROW R.A.
BRANCH MANAGER
CHIEF ENGINEER B. FORBES R.E.
FIRE PROTECTION
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DRAWFORM REVISION: 06 JANUARY 2017

2 1 3
PLANT MATERIAL SCHEDULE (SEE SHEET L-502 FOR ALL PLANTING DETAILS)
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KEY
BOTANICAL NAME
COMMON NAME
CITY
HEIGHT
SPREAD
CALIPER
DETAIL
SIZE
REMARKS
QUE PHE
QUERCUS PHELLOS
WILLOW OAK
16
14-16'
6-8'
3" MIN.
A1,A3,C1,C3
BALL AND BURLAP
FULL BRANCHING, REGULAR SHAPE, 4' CLEAR TRUNK *
QUE HEM
QUERCUS HEMISPHAERICA
LAUREL OAK
33
14-16'
6-8'
3" MIN.
A1,A3,C1,C3
BALL AND BURLAP
FULL BRANCHING, REGULAR SHAPE, 4' CLEAR TRUNK *
BET NIG
BETULA NIGRA
RIVER BIRCH
37
12-14'
6-8'
3" MIN.
A1,A3,C1,C3
BALL AND BURLAP
FULL BRANCHING, REGULAR SHAPE, 4' CLEAR SINGLE TRUNK
GIN BIL
GINKGO BILOBA 'FAIRMOUNT'
FAIRMOUNT GINKGO
13
12-14
6 -8
3 MIN.
A1,A3,C1,C3
BALL AND BURLAP
FULL BRANCHING, REGULAR SHAPE, 4 CLEAR TRUNK,
MALE TREES AND SINGLE TRUNK ONLY
U,
Li
Elf
PIN TAE
PINUS TAEDA
LOBLOLLY PINE
19
10-12'
6-8'
3" MIN.
A1,A3,C1,C3
BALL AND BURLAP
FULL BRANCHING, REGULAR SHAPE, 4' CLEAR TRUNK *
NYS SYL
NYSSA SYLVATICA
BLACK TUPELO
34
14-16'
6-8'
3" MIN.
A1,A3,C1,C3
BALL AND BURLAP
FULL BRANCHING, REGULAR SHAPE, 4' CLEAR TRUNK *
STY JAP
STYRAX JAPONICUS
JAPANESE SNOWBELL
9
8-10'
4-6'
2.5" MIN.
A1,A3,C1,C3
BALL AND BURLAP
FULL BRANCHING, REGULAR SHAPE, 4' CLEAR TRUNK *
JUN VIR
JUNIPERUS VIRGINIANA 'IDYLLWILD"
IDYLLWILD JUNIPER
12
8-10'
3-4'
A1,A3,C1,C3
7 GALLON
FULL BRANCHING, REGULAR SHAPE, 4' CLEAR TRUNK *
* PROVIDE SLOW -RELEASE WATERING BAGS FOR ALL TREES
ADJ REP
AJUGA REPTANS 'BRONZE BEAUTY'
BRONZE BEAUTY CARPET BUGLE
1425
3-4"
8"
B5
1 GALLON
8" O.C., FULLY BRANCHED TO BASE
0
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CHA LAT
CHASMANTHIUM LATIFOLIUM
RIVER OATS
1923
24"
18-20"
B5
1 GALLON
2' O.C., DENSE PLANT TO BASE
`
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Ull
� C)
JUN HOR
JUNIPERUS HORIZONTALIS 'WILTONII'
BLUE RUG JUNIPER
22
4"
20-24"
A5, B5
1 GALLON
3' O.C., FULLY BRANCHED TO BASE
V)
-
o�
MEADOW MIX
ERNMX-300
NC COASTAL PLAIN UPL MEADOW MIX
53 SF
KTR TO VERIFY MEADOW MIX QUANTITY IN FIELD. QUANTITY
,000
PROVIDED FOR BIDDING PURPOSES. SEE MEADOW MIX NOTES.
ERE OPH
EREMOCHLOA OPHIUROIDES
CENTIPEDE
330,000 SF
KTR TO VERIFY SOD QUANTITY IN FIELD. QUANTITY PROVIDED
FOR BIDDING PURPOSES.
J
W
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CAREX TENERA
QUILL SEDGE
466
B5
4" POT
18" O.0 SPACING, SEE NOTES 13 AND 20 THIS SHEET.
W �
Wn
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
466
B5
4" POT
18" O.0 SPACING, SEE NOTES 13 AND 20 THIS SHEET.
ui
SACCHARUM BALDWINII
NARROW PLUMEGRASS
466
B5
4" POT
18" O.0 SPACING, SEE NOTES 13 AND 20 THIS SHEET.
PLANTING REQUIREMENT SUMMARY
MEADOW MIX PLANTING AND MAINTENANCE NOTES
DESCRIPTION
QTY
1.
CONTRACTOR SHALL PROVIDE A MEADOW MIX WITH THE SPECIES
6.
THE APPLICATION OF AN APPROVED HERBICIDE, SUCH AS
AND PERCENTAGES BELOW. MIX SHALL BE ERNMX-300 BY
GLYPHOSATE OR APPROVED. SPRAYING SHOULD BEGIN
TOTAL LANDSCAPE AREA
9.18 AC.
ERNST SEEDS [phone] OR APPROVED EQUAL.
WHEN GROWTH IS APPROXIMATELY 6" HIGH. CONTRACTOR
NUMBER OF TREES PROVIDED
173
2.
SEEDING RATE SHALL BE 20 LBS PER ACRE.
TO APPLY A FOLLOW-UP APPLICATION ONE TO TWO WEEKS
LATER, TO ADDRESS SKIPS OR PERSISTENT SPECIES. IF
(IN TOTAL LANDSCAPE AREA)
(INCLUDES MITIGATION TREES)
3.
SPECIES AND PERCENTAGES SHALL BE AS FOLLOWS::
SUBSTANTIAL PLANT TISSUES REMAIN ON THE SURFACEFOLLOWING
A FULL KILL BY HERBICIDES, A CLOSE MOWING
NUMBER OF TREES REQUIRED LINT. PARKING)
30
25% BEAKED PANICGRASS PANIICUM ANCEPS
{ )
OR TILLAGE MAY BE NECESSARY TO ACHIEVE GOOD SEED
29.5 LITTLE BLUESTEM 'ALDOUS' (SCHIZACHYRIUM SCOPARIUM)
TO SOIL CONTACT.
B
NUMBER OF TREES PROVIDED (INT. PARKING)
34
15% VIRGINIA WIDLRYE (ELYMUS VIRGINICUS)
7.
GROWING SEASON MAINTENANCE --FIRST GROWING SEASON
TOTAL % OF LANDSCAPE AREA
12%
13% INDIANGRASS (SORGHASTRUM NUTANS)
WHENEVER CANOPY (OVERALL NEW MEADOW VEGETATION)
IN INTERIOR (INT) PARKING AREAS
3% WILD QUININE (PARTHENIUM INTEGRIFOLIUM)
REACHES A HEIGHT OF 18"- TRIM THE MEADOW TO A
HEIGHT OF 8" (NOTE: A TYPICAL LAWN MOWER IS NOT
TREE MITIGATION NOTES
3% BLACKEYED SUSAN (RUDBECKIA HIRTA)
RECOMMENDED AS THE MOWER HEIGHT WILL BE TOO LOW
3% BIGTOP LOVEGRASS (ERAGROSTIS HIRSUTA)
AND NATIVE SEEDLINGS WILL BE KILLED). MOWING SHOULD
SIZE OF TREES REMOVED QTY REPLACEMENT QTY
CEASE BY MID-SEPTEMBER.
REMOVED (DBH)
3% LANCELEAF COREOPSIS (COREOPSIS LANCEOLATA)
3% SENSITIVE PEA (CHAMAECRISTA NICTITANS)
8.
FOR MEADOW MIX SEEDINGS CONTRACTOR MUST REMOVE
12" TO 38" 35
(3:1 REPLACEMENT)
105
2% SLENDER BUSHCLOVER (LESPEDEZA VIRGINICA)
PROBLEM WEEDS. SHOULD BE HAND PULLED OR SPOT
SPRAYED WITH APPROVED HERBICIDES.
.5% LICORICE SCENTED GOLDENROD (SOLIDAGO ODORA)
TOTAL QTY OF REPLACEMENT TREES
105
9.
GROWING SEASON MAINTENANCE --SECOND SEASON
4.
PROVIDE ALONG WITH MEADOW MIX A COVER CROP TO PROTECT
PRIOR TO NEW SPRING GROWTH REACHING A HEIGHT OF 2",
LANDSCAPE MATERIAL SUMMARY
SOIL AND WATER RESOURCES FROM EROSION DURING
CONTRACTOR MUST TRIM ANY MATERIAL STANDING FROM
GERMINATION PERIOD OF MEADOW MIX. PROVIDE COVER SEEDING
THE PREVIOUS YEAR TO GROUND (APPROXIMATELY 2").
DESCRIPTION UNIT
QTY
RATES WITH MEADOW PLANTING PER TIME OF YEAR AS FOLLOWS:
CONTRACTOR MUST REMOVE PROBLEM WEEDS. WEEDS
- GRAIN OATS 30 LB PER ACRE-- JANUARY TO AUGUST
SHOULD BE HAND PULLED OR SPOT SPRAYED WITH
COBBLE STONE MULCH CY
36
- GRAIN RYE 30 LB PER ACRE-- AUGUST TO DECEMBER
APPROVED HERBICIDES.
HARDWOOD MULCH CY
143
- ANNUAL RYE 10-12 LB PER ACRE --YEAR-ROUND (DRY
A
SITES)
10.
CONTRACTOR MUST TRIM THE MEADOW TO A HEIGHT OF 8"
CONCRETE HEADER LF
950
- BROWN TOP MILLET 10 LB PER ACRE MAY TO SEPTEMBER
IF A HEAVY INFESTATION OF RAGWEED OR FOXTAIL IN THE
SECOND GROWING SEASON IS NOTED. TRIMMING SHOULD
BRICK PAVERS SF
3,800
CEASE BY MID-SEPTEMBER,
5.
PRIOR TO PLANTING MEADOW AREAS, ALL EXISTING VEGETATION
SELF -RELEASE WATER BAGS EA
173
MUST BE FULLY CONTROLLED. TYPICAL CONTROL STRATEGIES
INCLUDE REPEATED TILLING, OR HERBICIDES.
11.
MEADOW MIX AREAS MUST RECEIVE A 2 YEAR
WEED FABRIC SF
2,100
WHEN USING THE TILLAGE STRATEGY, A SITE IS DISC
MAINTENANCE AND ESTABLISHMENT PERIOD INCLUDING
HARROWED EVERY TWO TO FOUR WEEKS FOR A ONE TO TWO
INVASIVE SPECIES AND WEED REMOVAL, WATERING, MOWING
FITNESS AREA SURFACE SF
2,500
MONTH PERIOD. PLANTING SHOULD NOT OCCUR UNTIL
AS NOTED ABOVE AND RE -SEEDING BARE AREAS AS
PERENNIAL SPECIES ARE COMPLETELY KILLED.
REQUIRED. SEE PROJECT SPECIFICATIONS 32 05 33 AND
32 92 19 FOR MORE INFORMATION.
1
2
3
PROJECT PLANTING NOTES
2
3
4
5.
m
7.
a
10
12
13.
COORDINATE ADDITIONAL SITE WORK WITH CIVIL,
14.
INSTALL ROOT BARRIERS PER DETAIL A3 ON LP--502
,
,
1
1 ,
1
,
,
1
STRUCTURAL, ARCHITECTURAL, MECHANICAL AND
FOR ALL TREES LOCATED WITHIN 8' IN ANY DIRECTION
ELECTRICAL DRAWINGS. PLANT ONLY WITH NEW AND
OF HARDSCAPE OR UTILITY. ROOT BARRIER SHALL
EXISTING SUBSURFACE UTILITIES MARKED.
EXTEND LINEAR ALONG FACE OF HARDSCAPE/UTILITY
ALL PLANT MATERIALS ARE TO BE SPOTTED IN -PLACE
FOR A DISTANCE OF 8' ON EACH SIDE OF TREE
BY THE CONTRACTOR AND APPROVED BY THE
TRUNK. DO NOT ENCIRCLE TREE. ROOT BARRIERS
CONTRACTING OFFICER PRIOR TO CONTRACTOR DIGGING
SHALL BE .90" (MIN) THICK X 24" DEEP, LINEAR TYPE,
THE PLANTING PITS. LANDSCAPE CONTRACTOR TO
INTERLOCKING ENDS. MUST CONTAIN ULTRA -VIOLET
NOTIFY THE CONTRACTING OFFICER 10 WORKING DAYS
(UV) INHIBITORS AND A 3/8" (MIN.) WIDE T-TOP EDGE
PRIOR TO DELIVERY AND PLACEMENT OF PLANT
AND GROUND ANCHORING FLANGE.
MATERIALS.
0
15.
CONTRACTOR SHALL SUBMIT A MINIMUM OF (3) 1-PINT
W
ALL PLANT MATERIAL TO BE INSPECTED BY THE
SOIL SAMPLES (2 IN TURF AREAS AND 1 IN PLANTING
,
I
,
i
,
CONTRACTING OFFICER AND DEEMED DISEASE AND PEST
BED) FOR AGRICULTURAL SUITABILITY SOIL TESTING
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FREE UPON ARRIVAL WITH VISUAL INSPECTION AND
(STANDARD TEST A05--N) AT A QUALIFIED SOIL TESTING
DOCUMENTATION FROM PLANT SUPPLIER. ALL PLANT
LABORATORY PRIOR TO PLANTING AND PURCHASING OF
LABELS TO BE REMOVED AFTER PLANTS ARE ACCEPTED
SOIL AMENDMENTS. COLLECT SOIL SAMPLES WITHIN
BY CONTRACTING OFFICER.
PROPOSED PLANTING AREAS AFTER THE COMPLETION
whk
OF GRADING OPERATIONS. KEEP TURF AREA AND
THE CONTRACTING OFFICER RETAINS THE RIGHT TO
SHRUB/GROUNDCOVER AREA SAMPLES SEPARATE.
"
REJECT PLANT MATERIAL DUE TO INCORRECT SIZE,
PROVIDE (1) COPY OF THE SOIL REPORT AND
SPECIES, OR DUE TO THE EXISTENCE OF PESTS,
CORRESPONDING RECOMMENDATIONS TO THE
DISEASE, OR DAMAGE DUE TO IMPROPER STORAGE ON
CONTRACTING OFFICER PRIOR TO CARRYING OUT
WE
SITE OR IN DELIVERY.
CORRECTIVE MEASURES PER THE ANALYSIS.
DO NOT PLANT WHEN SOIL IS MUDDY, FROZEN, SNOW
16.
SLOW -RELEASE WATERING BAGS TO BE INSTALLED WITH
COVERED OR WHEN TEMPERATURES EXCEED 90F
ALL NEW TREES. BAGS TO BE GREEN POLYETHYLENE
DEGREES.
WITH SCRIM REINFORCEMENT, UV STABILIZED, AND WITH
REMOVE CONSTRUCTION DEBRIS, TRASH, AND STONES
AN OPENING TO FIT A 3" HOSE PER BASIS OF DESIGN
LARGER THAN 1" IN ANY DIMENSION REMAINING ON THE
KEEP BAGS FILLED THROUGHOUT THE ONE-YEAR
SURFACE AFTER FINISHED GRADING. CORRECT
MAINTENANCE PERIOD. REMOVE BAGS AT THE END OF
IRREGULARITIES IN FINISHED SURFACES TO ELIMINATE
THE FIRST YEAR.
PRIOR TO SOD, MEADOW OR PLANTING
17.
BEGIN TURF MAINTENANCE IMMEDIATELY AFTER SOD HAS
SEALDEPRESSIONS
BED INSTALLATION. PROTECT FINISHED TOPSOIL AREAS
BEEN INSTALLED AND HAS ROOTED. INSPECT SOD ONCE
VEHICULAR AND PEDESTRIAN COMPACTION.
A WEEK AT A MINIMUM DURING THE ESTABLISHMENT
PERIOD. SEE MEADOW MIX PLANTING NOTES FOR
ALL ROCK AND DEBRIS LARGER THAN 4" SHALL BE
MEADOW MIX MAINTENANCE.
REMOVED FROM THE SIDES, BOTTOM, AND BACKFILL
SOIL OF THE PLANTING PITS FOR ALL PLANT MATERIALS.
18.
TURF MUST BE MOWED AT A UNIFORM HEIGHT.
DISPOSE OF DEBRIS OFF -SITE.
MOWING MUST BE PERFORMED IN A MANNER THAT
PREVENTS SCALPING, RUTTING, BRUISING, UNEVEN, AND
DO NOT DUMP OR DROP PLANTS FROM VEHICLES. DO
ROUGH CUTTING. PRIOR TO MOWING, ALL RUBBISH,
ACE INFO
NOT DAMAGE PLANTS WHILE MOVING FROM THE
DEBRIS, TRASH, LEAVES, ROCKS, AND LIMBS OF
APPROVED
NURSERY OR STORAGE AREA TO THE PLANTING SITE.
BRANCHES MUST BE PICKED UP AND DISPOSED.
HANDLE BOXED, BALLED AND BURLAPPED, AND
ADJACENT AREAS MUST BE SWEPT CLEAN AFTER
CONTAINER PLANTS CAREFULLY TO AVOID DAMAGING OR
MOWING AND EDGING IS COMPLETE.
FOR COMMANDER NAVFAC
ACTIVITY
BREAKING THE EARTH BALL OR ROOT STRUCTURE. DO
NOT HANDLE PLANTS BY THE TRUNK OR THE STEM.
19.
FINAL INSPECTION MUST BE MADE UPON WRITTEN
RECUEST FROM THE LANDSCAPE CONTRACTOR AT
SATISFACTORY TO DATE ----
FERTILIZE PLANT MATERIALS TO PROMOTE HEALTHY
LEAST 10 DAYS PRIOR TO THE LAST DAY OF THE
DES gfC
JDRW gjC
ICHK �D
PLANT GROWTH WITHOUT ENCOURAGING EXCESSIVE TOP
ESTABLISHMENT PERIOD. FINAL ACCEPTANCE WILL BE
DESIGN MANAGER M. CROW R.A.
FOLIAR GROWTH. FERTILIZER IS TO BE SELECTED
BASED UPON 100% (TURF OR PLANTINGS) GROUND
BRANCH MANAGER
ACCORDING TO SOIL TEST REPORTS AND
COVER OF SPECIFIED SPECIES. PLANTS AND WORK
CHIEF ENGINEER B. FORBES R.E.
RECOMMENDATIONS. FERTILIZER MUST BE, AT A
MUST BE ACCEPTED BY THE CONTRACTING OFFICER
FIRE PROTECTION
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MINIMUM, 10-10-10 (NPK) OR 20-20-5 (NPK) IF
AND THE REQUIRED NUMBER OF PLANT REPLACEMENTS
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COMPRESSED, SLOW -RELEASE TABLETS ARE USED.
MUST BE MADE IF PLANTS ARE DEEMED BY THE
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CONTRACTING OFFICER TO BE UNACCEPTABLE EITHER
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LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROPER
DUE TO POOR HEALTH OR DAMAGE. ALL STAKES AND
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DE -COMPACTION AND SOIL COMPOSITION REMEDIATION.
GUYS MUST BE REMOVED AT THE END OF THE
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PERFORM INFILTRATION TESTS ACCORDING TO
ESTABLISHMENT PERIOD. ANY DAMAGED EDGING MUST
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SPECIFICATIONS PRIOR TO PLANTING. LANDSCAPE
BE REPAIRED. REMEDIAL MEASURES AND AN
~
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CONTRACTOR TO CONTACT CONTRACTING OFFICER PRIOR
EXTENSION OF THE MAINTENANCE CONTRACT MAY BE
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TO PLANTING OR SOIL AMENDING IF PAINT OR OTHER
REQUIRED BY THE CONTRACTING OFFICER IF WORK IS
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CONSTRUCTION RELATED CHEMICALS ARE FOUND IN THE
DEEMED UNSATISFACTORY.
SOIL.
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20.
THE WARRANTY PERIOD WILL COMMENCE ON THE DATE
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PROVIDE 4 INCHES OF NEW TOPSOIL FROM OFF -SITE
THAT INSPECTION BY THE CONTRACTING OFFICER
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MEET INDICATED FINISHED GRADE, INCORPORATE
SHOWS THAT THE PLANT MATERIAL FURNISHED UNDER
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FERTILIZERS, SOIL CONDITIONERS, AND PH
THIS CONTRACT HAS BEEN INSTALLED TO A 100%
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ADJUSTMENTS AS INDICATED NECESSARY IN SOIL TEST
STAND OF COVERAGE. THE ESTABLISHMENT PERIOD
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REPORTS. NEW TOPSOIL TO BE INCORPORATED BY
MUST CONTINUE FOR A PERIOD OF 365 CONTIGUOUS
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DISKING, HARROWING, TILLING, OR OTHER MEANS
DAYS. MAINTAIN ALL PLANTING AREAS AND WARRANTY
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DEEMED ACCEPTABLE BY THE CONTRACTING OFFICER.
PLANT MATERIAL FOR A PERIOD OF ONE-YEAR AND A
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FINAL SOIL PH TO BE BETWEEN 5.5 AND 7.0. SOLUBLE
MINIMUM OF ONE COMPLETE GROWING SEASON.
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SALTS MUST BE NO GREATER THAN 600PPM.
MEADOW MANAGEMENT AREAS AND VEGETATED SHELF
PLANTINGS WARRANTY AND MAINTENANCE PERIOD IS
Q
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TREE PLANTINGS TO RECEIVE 4 FOOT DIAMETER RING
730 DAYS AND TWO GROWING SEASONS. SEE MEADOW
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OF HARDWOOD MULCH. BEDS TO RECEIVE 2-3"
MIX PLANTING AND MAINTENANCE NOTES, THIS SHEET.
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COBBLE STONE MULCH, GRAY IN COLOR. SEE PLAN
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FOR LOCATIONS OF STONE MULCH. SUBMIT 1 PINT
21.
CONTRACTOR SHALL MAINTAIN ALL PLANTING AREAS FOR
o
SAMPLE EACH FOR GOVERNMENT LANDSCAPE ARCHITECT
THE SPECIFIED PERIOD ONCE THE CONTRACTING
AND CONTRACTING OFFICER APPROVAL.
OFFICER INSPECTS AND ACCEPTS THE SITE WORK.
Q
CONTRACTOR IS RESPONSIBLE TO REPLACE ANY PLANT
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VEGETATED SHELF PLANTINGS SHALL BE PLACED IN
MATERIAL LOST/DISEASED IN THE WARRANTY PERIOD.
AS NOTED
INFORMAL MOSAIC MASSINGS TO APPEAR AS A
T NO. -_--
"NATURAL". PLANT MASSINGS SHALL VARY BETWEEN 100
22.
SEE PROJECT SPECIFICATIONS FOR MORE INFORMATION.CONSTR.
CONTR. NO,
SQUARE FEET AND 500 SQUARE FEET. VERIFY LAYOUT
[ER
PRIOR TO INSTALLATION WITH CONTRACTING OFFICER.
23.
CONTRACTOR TO PROVIDE AS-BUILTS OF-- PLETELANDSCAPE
DRAWING NO.
PLANS. SEE SPECIFICATION` 000
-- OF ----
CLOSEOUT SUBMITTALS FOR SPECIFICS. '
LP-501
4
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5
DRAWFORM REVISION: O6 JANUARY 2017
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BUILDING CODE SUMMARY
2012 EDITION OF NC CODE FOR: ■ NEW CONSTRUCTION o ADDITION o UPFIT
EXISTING: o RECONSTRUCTION o ALTERATION ❑ REPAIR ❑ RENOVATION
CONSTRUCTED ORIGINAL USE(S) (Ch. 3)
D RENOVATED CURRENT USE(S) (Ch. 3)
PROPOSED USE(S) (Ch. 3) l� � IicaJi r Roor1
e
3
12
�A
8
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BOILERS OVER 400,000 BTU: ■ NO * ❑ YES
* IF NO, ONE EXIT REQUIRED. SECTION 1015.3. NO SPRINKLER OR 1 HOUR RATED ENCLOSURE REQUIRED.
BASIC BUILDING DATA:
CONSTRUCTION TYPE:
o I -A o II -A
❑ II1-A
(Che(* all that# apply)
❑ I-B ■ II-B
❑ III-B
SPRINKLERS: ■ NO
o PARTIAL
❑ YES
STANDPIPES: ■ NO
❑ YES CLASS
o I
FIRE DISTRICT. ■ NO
❑ YES (Primary)
BUILDING HEIGHT: FEET 1_ BT-0"
GROSS BUILDING AREA:
o IV o V-A
TOTAL 280 SF
FIRE PROTECTION REQUIREMENTS:
❑ V-B
❑ NFPA 13 o NFPA 13R o NFPA 13D
❑II ❑III oWET oDRY
FLOOD HAZARD AREA: ❑ NO o YES
BUILDING ELEMENT
efRATING
DETAIL
SHEET #
DESIGN #
FOR
TED
ASSEMBLY
DESIGN #
FOR
RATED
PENETRATION
DESIGN #
FOR
RATED
JOINTS
REQ'D
PROVIDED
REDUCTION
STRUCTURAL FRAME
INCLUDING COLUMN§,
GIRDERS, TRUSSES
0
BEARING WALLS
EXTERIOR
NORTH
,10
EAST
>10
WEST
>10
0
SOUTH
>10
0
IRTEFWR
NA
NON-BEARJN ALLS
AND PARTITI
NA,
EXTERIOR
NA_
NORTH
N.A.
EAST
N.A.
WEST
NA
SOUTH
NA
INTERIOR
NA
FLOOR CONSTRUCTION
INCLUDING EAMS ANSUPPORTING
0
ROOF CONSTRUCTION
INCLUDING SUPPORTING
BEAMS AND .JOISTS
0
SHAFTS - EXIT
N A�
SHAFTS - OTHER
NA
CORRIDOR SEPARATION
N,A,
OCCUPANCY SEPARATION
A
PARTYIFIRE WALL SEPARATION
NA
SMOKE BARRIER SEPARATION
NA,
TENANT SEPARATION
N A
INCIDENTAL USE SEPARATION I
NA 1
p
• INDICATE SECTION NUMBER PERMITTING REDUCTION
LIFE SAFETY SYSTEM REQUIREMENTS: -NOT APPLICABLE
EXIT RE©UIRE�S:
NUMBER AND ARRANGEMENT OF EXITS
FOR SPACE
DESIGNATION
NUMBER QF EXITS
"DISTANCE
EGRWi (SEECCTMIs�01� )
Q'D
N PLANS
ALLOWABLE VEL
(,I DISTANCE)
ABLE 015.1
�Ug �CE�
SHOWN ON
PLANS
REQUIRED
BETWEEN
EXIT DOORS
E
DISTANCE
SH eN
PLAN
18t FLOOR 9=. ERRS
1
1
200'
30'
NA
N.A.
1. CORRIDOR DEAD ENDS (SECTION 1016.3)
2. SINGE EXITS (TABLE 10182)
3. COMMON PATH OF TRAVEL (SECTION 1013.3)
2
3
FL0QR PLAN — M508
A1D1 saw 1 1+3- 1
2 1 _ 3
L------------
0
NEW MECHANICAL BUILDING LOCATIONS AND
ORIENTATIONS BY CONTRACTOR BASED ON
EXISTING UNDERGROUND PIPING
G�
GENERAL SHEET NOTES
a
rSEESHEET
rW
ONS ARE TO FACE OF CMU UNLESS NOTED OTHERWISE.
A401 FOR ENLARGED BOILER ROOM BUILDING PLAN.
GN BUILDER DURING THE COURSE OF CONSTRUCITON OF ANY CONDITIONS,
oED
OR ENCOUNTERED, THAT DEVIATE FROM THOSE INDICATED ON THE DRAWINGSIFICATIONS..UVEYTHE
EFFECTED AREAS BEFORE STARTING WORK AS ALL EXISTING CONDITIONS CANNOT
BE COMPLETELY DEPICTED ON THE DRAWINGS AND SOME UNUSUAL CONDITIONS EXIST.
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STA. PROJ. NO, P-828
WORK ORDER NO. 59931
CONSTR. CONTR. NO.
N40OM—D--4010 OW3
NAVFAC DRAWING NO.
SHEET OF
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REMOVE EXIST. INLET #39
AND APPROX. 4 LM OF 4500
PIPE (SEE SHEET-105)
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AND WI PIPE TO REMAIN
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DEMOLITION PLAN
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DEMOLITION NOTES
1 • CONTRACTOR SHALL REMOVE ALL BUILDING STRUCTURES,
BUILDING SYSTEMS, FOUNDATIONS, SIDEWALKS, FENCE LINES,
SERVICE LINES, ETC, WITHIN PROJECT LIMITS UNDER THIS
PROJECT UNLESS OTHERWISE INDICATED. BUILDINGS TO BE
DEMOLISHED INCLUDE M506, M512, M513, M514, M504, M516,
M511 & M51&
2. CONTRACTOR SHALL REMOVE ALL TREES, SHRUBS , STUMPS AND
LANDSCAPE AREAS WITHIN PROJECT LIMITS UNLESS OTHERWISE
INDICATED.
3. BUILDING FOUNDATION AREAS SHALL BE BACKFILLED, COMPACTED
AND GRADED PER SHEET C-105 AND SPECIFICATIONS.
4. SITE PERIMTER STORM DRAINAGE SYSTEM TO REMAIN UNLESS
OTHERWISE INDICATED. CONTRACTOR TO PROTECT DRAINAGE
STRUCTURES.
5. EXISTING WATER AND SANITARY SEWER LINES SW.L BE CUT
AND CAPPED AT MAIN AND LATERALS SHALL, BE REMOVED.
6. THE OVERHEAD STEAM LINES TO BE REMOVED SHALL BE CUT
AND CAPPED AT APPROVED LOCATIONS AND REMOVED
COMPLETELY TO THE EIGHT BUILDINGS BEING DEMOLISHED. ONCE
STEAM LINES HAVE BEEN CAPPED , THE STEAM LINE WILL BE
RESTORED TO RETURN STEAM TO BUILDING M501. ALL STEAM
PIPING SUPPORTS TO BE REMOVED SHALL BE COMPLETELY
REMOVED TO BELOW GRADE AND EXCAVATED AREAS SMALL BE
BACKFILLED.
7. TELECOMMUNICATIONS PEDESTALS TO REMAIN SHALL BE
PROTECTED FROM DAMAGE DURING CONSTRUCTION.
PROJECT LIMIT (TYP.)
SEE NOTE 1 & 2
REMOVE TREES AS NECESSARY
FOR CONSTRUCTION OF WETLANDS
SEE SHEET C405)
EXISTING STORM DRAIN
LINE TO REMAIN
k
GRAPHIC SCALE
0 10 20 30 40
1 40
4
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' 43by'1�
FOR PERMITTING
NOT FOR CONSTRUCTION
GREENHORNE & O'MARA
CONSULTING ENGINEERS
5565 CENTERVIEW DRIVE, SUITE 107
RALEIGH, NO 27606
[phone] FAX [phone]
® Labs! Dab How
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CODE ID. NO. 80091
SIZE D
SCALE M SIM
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MAXIMO NO:
STA PROJ. NO. P-828
WORK ORDER H0. 59931
CONSTR. CONTR. NO.
N4 XXM-D-4010 0003
NAVFAC DRAWING NO.
SHEET OF Jill
DRA*V M RSYISM OI NAY 2M
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SLEEVE & VALVE W/BOX g
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SITE / UTILITY PLAN
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NOTES:
1. BACKFLOW PREVENTION DEVICES SHALL BE INSTALLED
INSIDE BUILDING. SEE PLUMBING DRAWINGS.
2. ALL PARKING LOT RADII ARE 1.37M UNLESS OTHERWISE
NOTED.
EXIST. FIRE
HYDRANT
E OR L/w —
IMPERVIOUS SURFACE AREA
EXISTING IMPERVIOUS 6000 SM
NEW IMPERVIOUS 5632 SM
TOTAL SITE AREA = 22473 SM
NEW IMPERVIOUS % = 25X
GRAPHIC SCALE
0 f 20 f 41
1 4 0
O KEY NOTES
1.
150 mm SANITARY SEWER SERVICE o MIN
1.0% SLOPE.
Q76
mm PVC DOMESTIC WATER SERVICE.
SEE NOTE 1.
4Q
150 mm PVC FIRE LINE. SEE NOTE 1.
4•
UNDERGROUND STEAM / CONDENSATE LINE.
(SEE MECHANICAL DRAWINGS)
5.
1.22 M DIA DOGHOUSE MANMOLE.(INV.=t3.62M)
(RIM TO MATCH EXIST. GRADE)
6.
CONCRETE STEAM MANHOLE.
(RIM TO MATCH EXIST. GRADE)
(DNORMAL
DUTY ASPHALT PAVEMENT.
8.
STANDARD CONC. CURB AND GUT rm.(0.61 M)
®
SPILL CONC. CURB AND GUTTER.(0.61 M)
9.
POST INDICATOR VALVE (PIV).
®0
CONCRETE SIDEWALK.
1�1
HANDICAP SIGN (TYP OF FOUR)
i'1D
CLEANOUT
13
f (305mm) CURB CUT W/ CONCRETE FLUME
(INSTALL METAL LID FOR SIDEWALK LOCATIONS)
®
SIDEWALK HANDICAP RAMPS
1�5
GRAVEL MECHANICAL YARD
(SEE ARCH & MECH DRAWINGS)
©
STOP SIGN AND STOP BAR PER MUTCD
RECYCLED WHEEL STOP (4 REQUIRED)
CONSTRUCTED STORMWATER
9
9
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AE LOGO
WETLANDS - --
DEEP POOL
ELANTINGS
- 24 PLANTS
DUCKWEED
SPATIERDOCK
sm
- 27 PLANTS DES ti W
SPIKERUSH REVIEWED M
WATERWEED PM/DM
CHIEF ENG/ARCH
SHALLOW WATER z J
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WATER MILLETz Z C!)
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SEASHORE MALROSE MALLOW LOW (4747 PLANTS) zz Q
CARDINAL FLOWER (47 PLANTS) C7 V D
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PLANT 0 14 4.2672M) GRID)), MIN, w
.5 DBH ROOT OR CANT • 7'(2.133M) GRID)) = zU)
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BALLED AND BURLAPPED. ED CHOKEBEERRRY
RBIRCH (8 PLANTS) (25 PLANTS) Q W
NER
COMMON PERSIMMON COMMON BUTTONBUSH � L- to LL
1(NATER TUPELO 8 PLANTS (25 PLANTS) 6 � v pp
) INKBERRY (25 PLANTS) WO 0\0
BALD CYPRESS 8 PLANTS WINTERBERRY 25 PLANTS o
SWAMP ROSE N PLANTS) w- LL
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FOR PERMITTING
CODE ID. N0. 80O91 1 SITE D
NOT FOR CONSTRUCTION SCALE- AS swHawN
MAXIMO NO
GREENHORNE & O'MARA
CONSULTING ENGINEERS
5565 CENTERVIEW DRIVE, SUITE 107
RALEIGH, NC 27606
[phone] FAX [phone]
® UAUA Dc" HMwm
STA. PROD, NO. P-em
WORK ORDER NO. 59931
CONSTR. CONTR. NO.
N4000506-D-4010 0003
NAVFAC DRAWING NO.
I.SHESt OF i!
L
ull
5
DRAWORM REVIO N: 01 #W 2006

1 2 3 4_J 5
IMPERVIOUS SURFACE AREA
EXISTING IMPERVIOUS 6000 SM
NEW IMPERVIOUS 5632 SM
TOTAL SITE AREA = 22473 SM
NEW IMPERVIOUS X = 25X
N SHEET NOTES.
_ _ _ ,�-r r. 1. INSTALL INLET PROTECTI0N AROUND ALL STORM
--YN^ -wPe..e.mu----a.--- A---r-,---.aa•a..«^ea."•rru: ..M " o<r .�` ky4b
w - - a .,•-'''°� . �," - INLETS WITHIN PROJECT LIMITS.
_ r•.. - .. e a `'ate o .
_^•------- - �� ,"m_ -5,7r� w.^^a x � , •..yR 14 2. ALL ROOF LEADERS SHALL BE CONNECTED
UNDERGROUND TO NEW STORM DRAIN SYSTEM
1 o ^ _-0. F REST E. .
h,
I €91 -;
y 3.
"- ALL EROSION CONTROL SHALL BE IN ACCORDANCE
RINV ��; 3_ ra,- w." ��'Z.
�� WITH NCDENR STANDARDS AND SPECIFICATIONS.
- _ �m.. _wa_ 4._. ;
«d. - Ar,v... "•°"0:c•"`° -^ , .,,,,,,.:...•••.,.,r +�+..,•... "ems a'" aoR�:.a" ;„«.,w: a �'�..: ,;,"..�"« «- r.'a..^�^�.. ..,
5. KEY NOTES
..;-. ,: ,, ; $i i 4�sn,. �• fre 5` � nfy�a � 6(9 a6(xi g • q u „
• J - 3 1 w✓ ii 43 EwF
I 5.2$ ""F a 1. GRASS SWALE
fia • ; 7 .• ,, 5.50 g
• e.z R � • :,;• s•..7.'. K• .•• h;.. sh •'fig ••.. ••.•• ••r••tr. •a' ••',.a: 5:.� '••. •ri ,•. A.r ••Y' •a i. .y• •�•, rw' 1 i. ,•• j� 1
- 1 >35 �R •w• rf :r 3• •......S.r ira. •�. .• :v .r. '=•'y .Y f, r..•..' . a, , . • �,• !.', .r=.. •L r. ._'. .a• •t.i� 16 _ i .� . '. F"'��� 2• SILT FENCE
g 2f u s , r k°, rf 5.75 10 HDP •ti 12" HOPE .,,. 5.75 ` ` • 6 ;g QSILT FENCE OUTLET
,. X 5.85 X 5.85 %�!
VYii+ b 2 s �
„_' S Sp �� _ '^ t6 X '! ;�4. HARDWARE WIRE INLET PROTECTION
€ _ F 5. STABILIZED CONSTRUCTION
Pool f Q ENTRANCE
{ g;�0` • " 4 J 'f 6. PIPE INLET PROTEC110N
8 Ds
W a �y i X I X 5.85 ; 15 �/ +� S ' y `� °�, 7. 1' (305mm) CURB CUT W/CONCRETE
t. J ,4 15.85 „ V,oQ HALLOW I -r�, x\ `. n¢p � �1N LAND o I FLUME (INSTALL METAL UD FOR SIDEWAUC
1 1
,.. DSO x . _ .... .r �. , . t L . 12" HDPE 5.85 �pQE 4.33 !� , a �k _ ° . LOCATIONS)
• Y I
o - Co DS D X 5.85 S CO
4 �? ' ' a a -a►. . • -•�-� T
`4, 1 3 °@ 8. INSTALL DRAINAGE DROP INLET
F e •'ts7 �, ¢ �.'aa r •' - ` .„ t •"f �`\ 11 \\_ @% TM. '� 5.48M
::' �� d �,� 8" HDPE ;°•`�.. SHowhaA A z} ;_ 3 INV.= t4.54M
ba } IDS A■
M•v a.,.... •-..v...sA.. ' S ! i 4 { \ \ I LANu i xi Q
.A+wk`vKk 4.3 REPLACE GRATE W/ SOLID UD;
HDPfL5.8
a R�
e -.'.,;; t t -,� . M.n:a.. I v.. r' `'., xi •a,----- - IDS
Ay/y{ .69 5� RAISE TOP TO t5.90M
S.V�-. • - ky - -- " w«N
S. `►R D c�-"«Y8" HDPE _ 10 REPLAC G W
H 0 E RATE / SOLID LID;
° Q . = a t 9 .F t ;., ,.... i . ,.. ; ; y r •� ; e _ a A- . a PROPOSED FIELD MEDICAL :! 1, r• • ' DS°DS - .85� - ^ ;t RAISE TOP TO f5.40M
: z { � � w;• � ".. •t � �,.5�r '? :. } G ,. . t .;i: - s. "'.+.:.,,.,w"+-,,,,.w � � .CO': ! �
s, ; i ? s ' '6.y. .:S•.,.v ••• w'•ry .a. w` .. •• "' cMV III -SCHOOL
44 f a,•F BUILDING ---` , ,• ', 11 =,e ' t e .q 0914MM WETLANDS OUIl STRUCTURE
2580 SM. , i, : 4 (SEE DETAIL SHEET)
f _...� X 2 s
FFE= 6.00M t1) '
"' Q . ` s ' y 4DFLARED1 END SECTION
",' ' jr; `' °` xk ti : ••� tq, 5.V5 - e ••r I 1 ! a� `! ;
.Forordril 4y% INV.= 3.fi7M
2 sos� •4 ;; C ,->_ .5.85 <¢ .,.::. Sri ; SHALLOW
9 _ s we,• ,a may: .pS. a �. ••......y; r••a pS X *�-� Ln; LAND gATP SETBACK (25M MIN.)
e $" HDPE �� f "• `°: N n; ; `, 4.33
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` a
k § Y ;* �;�o ;` F COO—" -tr-l . ;..:�.- •' .. '. .," d j 3.5s 14 UMITS OF CONSTRUCnON
., $ HDPE' •r • R DS ,� `�' ij. v, cy I -
• DS DS • X 5.85 �.85
�� ' �+• q �o Ur, ,r; (DISTURBED AREA - 19330.43 SM)
o-3 " PE 0 1 10 HD " HDPE
2'X2' CONCRETE JUNCTION W SOLID LID
^• 4 • • tya i ry��_I �` 1 1 �` `1, I� /
::'.. L;.•1. tf e Y .( " 3 , • ./ �/ ! ay.,avY ...._ _.,..,,, •_•,.......^. ^ F (MIN SHALLO TOP = 5.85M
-; -
;fix ?_fA f 6� rR.� S .67 LAND 8" INV. IN - f4.35M
�� 12" INV. IN f4.37M
W 10 rf 3.75 __
15 INV. OUT - f4.28M
x 5.1 ' ` 1 fi ROCK CHECK DAM
5.�s -�.n 5.2
I - a_ ^ a, S ,.: �'�` {#xs X 5.34µv X 5.34 X 5.34 DEEP P001_"
2 5•� 5.25 •-�a- "4 ;`'k,•-. 3.56 ° r
_aM o �� �_« «--•«a«_^-^-____. _____ «« .._ - PROPOSED STORMWATER
r - ... -- -"E CROSS- �_ WETLAND (SE
wwA .,e a `-_a - -m- w _ �: - -- ,-• " F A SHEET C--5{Jfi)
- ,•SECTION ON
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E Aa a I
4.
I DRAINAGE I EROSION CONTROL PLAN
GRADING .3F-.`�:�,
SCALE: 1 : 40M ;
FOR PERMITTING
NOT FOR CONSTRUCTION
GRAPHIC SCALE
0 10 20 30 40
1 : 40
GREENHORNE & O'MARA
CONSULTING ENGINEERS
5565 CENTERVIEW DRIVE, SUITE 107
RALEIGH, NC 27606
[phone] FAX [phone]
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CODE ID. NO. 80NI SIZE D
SCAM: AS SH Mr<N
MAAWO NO.
STA. PROJ. NO. P- 82B
WORK ORDER NO. 59931
CON57R. COm-R. NO.
N40MG-D-4010 0003
NAVFAC DRAWING No.
SHEET OF
9
1 2
3
4
5
C-105
M MWFMW ft%% N: m If1AY w"

2
3 , 4
5
3i
4' '
100mm
76Y Tree Protection Area
o
Do Not Enter110
r
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D SGV DETAL
WEATHERPROOF SIGN AS SHOWN ABOVE; SEE NOTES
BELOW FOR CONSTRUCTION AND SPACING DATA
ORANGE UV RESISTANT 51-0'(1.524M)
HIGH - TENSILE STRENGTH O.C. MAX
POLY BARRICADE FABRIC --"�
C
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L
.Q
POST MAY BE EITHER
4'(I00mm) DIA. PINE, 21(50mm)
DIA. OAK OR 1.33 LB/FT (.603 K9/SQ. M.)
STEEL
'•'''1 ''•'''''• •'t •'•j •• �OZ
NOTES: No
1. LETTERS ARE TO BE 31(76mm) HIGH MINIMUM, CLEARLY LEGIBLE AND
SPACED AS DETAILED.
2. SIGNS ARE TO BE PLACED NO GREATER THAN 200'(60M) ON CENTER.
3. PLACE SIGN AT EACH END OF LINEAR TREE PROTECTION AREA AND
200'(60M) ON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200'(60M) IN PERIMETER,
PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC,
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
7. REMOVE TREE PROTECTION WHEN FINAL SITE STABILIZATION 1S ACHIEVED
AS DETERMINED BY ENVIRONMENTAL BRANCH.
1 TREE PR(
5031 NOT TO SCALE
OF
ILI
BFRPLBOTTOM
1 � 33
K4009
0 9m )EXTERIOR
r-STEEL _FFNfYE PLYWOOD INLET PROT
ACROSS RIPEN INLET
STREAM END
DRM DRAIN
HARDWARE CL
NOTES.US%QETRENCHES OAT CENDN OFH WORKDAYS EXPOSED
2PIE!E INLE7PIE! PROTECTIOA
C-503 NOT TO SCALE
NOTE:
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
- PROVIDE MINIMUM 435 SF(40 SO. M.)
SURFACE AREA.
SIDE SLOPES MAY HAVE MAXIMUM 2
VERTICAL TO I HORIZONTAL OR FLATTER
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
BIAMETER
OW
DIAMTfER
TOP STRAND MIN.
NO. 10 GAUGE
BOTTOM STRAND MIN,
NO. 10 GAUGE
12' (300mm)
MAX WEIR
HEIGHT
0
z
18, 4.
(2.43 M) (1.22M)
ELEVATION
FABRIC CUT DOWN
12'(300mm) FROM TOP
8'
57 WASHED STONE OVER
CLASS B RIP RAP FRONT SIDE/.
CLASS B RIP RAP ONLY BACK SIDE
r STEEL POST
o-2x4
,3'-O'(9OOmm) MIN. WIDTH
FILTER FABRIC
GROUND LINE
EXTRA LAYER FILTER
FABRIC 0 SILT
FENCE OUTLET
-ANCHOR FILTER FABRIC
MIN. 8'(200mm) DEEP. AND KEY'
IT IN 4'(I00mm) HORIZONTALLY
EACH SIDE
41t . I (IOOmm) 1---COMPACTED FILL
EACH SIDE
SECTION
I. SILT FENCE SHALL BE INSTALLED OUTSIDE TOE OF EARTHFILL EMBANKMENTS. .
NOTES:
2. WIRE SHALL BE A MINIMUM OF 32'(Bt)Omm) IN WIDTH AND SHALL HAVE A MIN. OF 6 LINE WIRES
WITH 12' STAY SPACING.
3. FILTER FABRIC SHALL BE A MINIMUM OF 36'(914mm) IN WIDTH AND SHALL BE FASTENED
SECURELY TO THE WIRE.
PLAN VIEW
(914mm)
4' THE FILTER FABRIC SHALL MEET THE FOLLOWING REQUIREMENTS:
A)EOS IS NOT LARGER THAN U.S. STANDARD SIEVE NO.70
B)GRAB STRENGTH 90-120 LB
C)CONFORM TO ASTM D-1682 OR ASTM D-177
5. STEEL POSTS SHALL BE 6'-01(1.82M) IN HEIGHT AND BE OF SELF -FASTENER ANGLE STEEL TYPE.
6. CONTRACTOR SHALL PERIODICALLY REMOVE ACCUMULATED SEDIMENT, AS REQUIRED.
7. SEDIMENT MUST BE REMOVED WHERE ACCUMULATIONS REACH A THE ABOVE GROUND
HEIGHT OF SILT FENCING.
8. ANY SILT FENCING WHICH HAS BEEN UNDERMINED OR TOPPED MUST BE REPLACED
IMMEDIATELY.
3 SILT FENCE OUTLET
C-5o3 NOT TO SCALE
DO NOT TRIM BRANCHES AT INSTALLATION; TRIM
AS REQUIRED DURING MAINTENANCE PERIOD
WRAP TRUNKS GREATER THAN 2 IN. (51mm) CALIPER WITH
BURLAP
pORR NWRA�P� TAPE
�FDURING TRANSPORT; REMOVE
RT B�IiS I�5x1: 'x96' (38mm x538mm x10438mm) LONG
SET NATURAL BASE OF TRUNK r-2' (25-51 mm) HIGHER
THAN EXISTING GRADE TO ALLOW FOR SETTLEMENT
MULCH - 3' (76mm) PINE STRAW
WOVEN POLYPROPYLENE GEOTEXTILE WEED BARRIER
CONTINUOUS UNDER MULCH
SOD OR SOWN GRASS
CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL;
CUT AND REMOVE TOP 1/2 OF WIRE BASKET
DIG PIT TWICE DIAMETER OF ROOT BALL, SCARIFY ALL
SIDES; AMEND SOIL PER SOIL TEST AND SPECIFICATIONS,
USE AS BACKFILL IN PIT AROUND ROOT BALL
B&B ROOT BALL
NOTES: I. PERFORM SOIL TEST AND INCORPORATE AMENDMENTS
2. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING
TREE STAKES
3. WATER TWICE PER WEEK AFTER INSTALLATION
4. REMOVE TREE GUYING AND STAKES ONE YEAR AFTER INSTALLATION
5. CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL
AREAS DISTURBED BY PLANTING ACTIVITIES
4 TYP. TREE PLANTING DET Il
-503J NOT TO SCALE FOR DECIDUOUS TREES
CLEANLY PRUNE ONLY DAMAGED,
DISEASED AND/OR WEAK BRANCHES
FINISHED GRADE AROUND PLANT TO BE THE SAME
AS ORIGINAL GRADE OF PLANT IN POT; SET
PLANT I' (25mm) ABOVE FINAL GRADE TO ALLOW
FOR SETTLEMENT
MULCH - 3' (76mm) PINE STRAW
WOVEN POLYPROPYLENE GEOTEXTILE WEED BARRIER
CONTINUOUS UNDER MULCH
DO NOT CREATE SAUCER AROUND SHRUB - FINISHED
GRADE SHOWN SLOPING FOR CLARITY ONLY
CAREFULLY REMOVE TOP 1/3 OF BURLAP OR
CONTAINER (IF CONTAINER IS NON -ORGANIC,
REMOVE COMPLETELY)
CUT SEVERAL SLITS IN ORGANIC CONTAINERS
TO FACILITATE ROOT PENETRATION; REMOVE
BOTTOM OF CONTAINER COMPLETELY.
MA
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• 29481
c5l,.p•. MOmsE • s'.`Rr
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SCARIFY PIT BOTTOM AND SIDES MIMIMUM 6' (I52mm) REVIEWED 9Y
PM/DM
CHIEF ENG/ARCH
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NOTES: 1. PERFORM SOIL TEST AND INCORPORATE AMENDMENTS z -J
2. WATER TWICE PER AFTER INSTALLATION U 5 0 0
3. EXCAVATE ENTIRE SHRUB BED AS SHOWN Z 4 ¢ 0
5 SHRUB DETAIL -POTTED Q 1
C-503 NOT TO SCALE BALLED & BURLAPPED, OR CONTAINER z '
Ma` Z W
EROSION CONTROL- MEASURES/MAINTENANCE SCHEDULE NOTES:
CONSTRUCTIOU SEQUENCE:
1. ALL SEDIMENT CONTROL MEASURES SHALL BE
4.
SEDIMENT WILL BE REMOVED FROM DEVICES WHEN
I. OBTAIN GRADING PERMIT.
INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR
STORAGE CAPACITY HAS BEEN APPROXIMATELY 50%
DAYS AND AFTER ANY STORM EVENT OF GREATER
FILLED.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE, SILT
THAN 0.5 INCHES (12.7M) OF PRECIPITATION DURING ANY
FENCE, INLET PROTECTION MEASURES AND TREE
24-HOUR PERIOD. ALL SEDIMENT CONTROL FEATURES
5.
SEDIMENT REMOVED FROM TEMPORARY DEVICES MAY
PROTECTION ON NATURAL GROUND, AS SHOWN
SHALL BE MAINTAINED UNTIL FINAL STABILIZATION HAS
BE DEPOSITED IN DESIGNATED WASTE AREAS ON SITE
ON THE PLANS. INSTALL SILT FENCE WEST OF
BEEN OBTAINED.
AS DIRECTED BY CONTRACTING OFFICER.
STORMWATER WETLANDS AND ROCK CHECK DAMS
2. STABILIZATION MEASURES SHALL BE INITIATED AS
6.
ALL SEEDED AREAS WILL BE FERTIZILIZED. RESEEDED
AS INDICATED ON THE DRAWINGS FOR WETLAND
SOON AS PRACTICEABLE IN PORTIONS OF THE SITE
AS NECESSARY, AND MULCHED ACCORDINGLY TO
PROTECTION FROM SEDIMENT UNTIL THE ENTIRE
WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY
SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE
DRAINAGE AREA IS STABILIZED. CHECK DAMS
OR PERMANENTLY CEASED, BUT IN NO CASE MORE
VEGETATIVE COVER.
CLEAR ONLY AS NECESSARY TO
THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY
IN THAT PORTION OF THE SITE HAS TEMPORARILY
7.
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT)
INSTALL THESE DEVICES,
OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT
PORTION OF THE SITE WILL RESUME WITHIN 21 DAYS.
ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE GRADING; AND.
3. CALL ROICC FOR ONSITE INSPECTION BY PROJECT
A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
INSPECTOR. IF APPROVED, BEGIN CLEARING AND
3. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
GRUBBING.
MAINTAINED DURING ALL PHASES OF CONSTRUCTION
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
UNTIL THE COMPLETION OF ALL CONSTRUCTION
CONSTRUCTION OR DEVELOPMENT.
ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION, IN ORDER TO
CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
ALL TEMPORARY CONTROL DEVICES SHALL BE
REMOVED ONCE CONSTRUCTION IS COMPLETED AND
THE SITE IS STABILIZED,
AE LOGO
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4. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 6V L1J
0
5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO w W
FINISHED GRADE WITH VEGETATION, PAVEMENT, ETC. w
6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS :3 z
ARE STABILIZED COMPLETELY, CALL FOR INSPECTION Q a W
BY PROJECT INSPECTOR. LL
7. IF SITE IS APPROVED. REMOVE EROSION MEASURES, < v CO
AND SEED OUT OR PAVE RESULTING BARE AREAS.co
Zcm
0
ei w CIL A
FOR PERMITTING
CODE ID. NO. 8bb91 SIZE D
NOT FOR CONSTRUCTION SCALE: AS SHM
GREENHORNE & O`MARA
CONSULTING ENGINEERS
5565 CENTERVIEW DRIVE, SUITE 107
RALEIGH, NC 27606
[phone] FAX [phone]
® La..t Daa Mom
MAXIMO NO,
STA. PROD. NO. P-828
WORK ORDER NO. 59931
CONSTR. COMIR. NO.
N4008506--D-401 0 0003
NAVFAC DRAWING NO.
SHEET OF JA
2 I �
7. -„
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5
F7RWOM REV) M: 01 MAY 2006

G-
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1
1/80(3mm) RAD
JOINT SEALER
6 X 6 (150mmxl50mm)
WIRE MESH REINF.
W2.9 X W2.9 WWF
': • ..:
T = SIDEWALK THICKNESS
2
�
3
— 3000 PSI/20,684.2 kPA
CONCRETE PER SPEC. SECTION
(03 30 20)
i
JOINT FILLER
1. STANDARD SIDEWALK WIDTH SHALL BE 6'(1.828M) AND THICKNESS (T) SHALL
BE 44(I00mm) UNLESS OTHERWISE DENOTED ON PLANS.
2. A GROOVE JOINT P(25mm) DEEP WITH '(3mm) RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 61(1.828M) INTERVALS, ONE Jh3mm) EXPANSION
JOINT WILL BE REQUIRED AT 24'(7.3152M) INTERVALS. A )P(13mm) EXPANSION
JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
3. JOINT FILLER SHALL BE A NONBITUMINOUS TYPE MEETING THE
REQUIREMENTS OF AASHTO MI53 FOR TYPE 1. II. OR I14 OR SHALL BE
A BITUMINOUS TYPE MEETING THE REQUIREMENTS OF AASHTO M213.
A MANUFACTURER'S TYPE 3 CERTIFICATION SHALL BE FURNISHED WITH
EACH LOT OF THE JOINT MATERIAL FURNISHED TO EACH PROJECT.
4. JOINT SEALER SHALL BE HOT -POURED RUBBER ASPHALT CONFORMING
TO ASTM D3405. A TYPE I MANUFACTURER'S CERTIFICATION SHALL BE
FURNISHED FOR EACH LOT OF THE JOINT SEALER MATERIAL FURNISHED
TO EACH PROJECT.
5. CONCRETE SURFACE WILL BE BROOM FINISHED.
CONCRETE SIDEWA K
-504 NOT TO SCALE
SIDEWALK
_ 11-60(457mm)
13mm EXPANSION JOINT
61(152mm) 3'(76mm) RAD.
•e 4% 3mm RAD.
\/.b E
/ e • '•e.• ' ''a.. e .
� p•�e• p. s• .e•• ao
w
61(152m21-01(610mm)
STANDARD GUTTER
NOTES:
13mm RAD.
CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT (3.048M) INTERVALS. EXCEPT
THAT A 15 FOOT (4.572M) SPACING MAY BE USED WHEN A MACHINE IS USED OR
WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITH OUT
THE USE OF TEMPLATES AT 10 FOOT (3.048) INTERVALS. JOINT SPACING MAY BE
ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR
FORMED BY OTHER APPROVED METHODS WHERE SUCH JOINTS ARE NOT FORMED
BY TEMPLATES, A MINIMUM DEPTH OF k(38mm) SHALL BE OBTAINED.
ALL CONTRACTION JOINTS SHALL BE FILED WITH JOINT SEALER.
EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT (27.432 M) INTERVALS AND
ADJACENT TO ALL RIGID OBJECTS,
VARIES
TYPICAL SW LE
Q50 NOT TO
SCALE
ORMAL DUTY ASPHA T
2 PARKING PAVEMENT SO
-5041 NOT TO SCALE
SLOPE VARIES
SEE GRADING PLAN
.�.
41(I00mm) '
D •� D
WIDTH VARIES
(SEE DRAWINGS)
1'-63 (450mm)
3'(76mm) RAD.
E
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^
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b,
' ' . ' 4��
3mm RAD.
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b, b, b' b� b p e
b • , .b, , .� b .
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e' •
1(3 E
In
• . e A. p A
N
l 21-•0' (600mm)
SPILL GUTTER
STEEL PLATE
INSTALL FLUSH
TO SIDEWALK
•° '• 4 d ° i 1'-0' (305mm)
101.6mm
2'(50mm) ASPHALT CONCRETE
SURFACE (SUPERPAVE TYPE
SF9.5A OR SF9.513)
5
811(200mm)ABC EXISTING
ROADWAY
GEOTEXTILE FABRIC
1211(300mm) COMPACTED SUBGRADE
95% MODIFIED PROCTOR
7
8' THICK
4000 PSI/280 Kg./SQ. cm.
CONCRETE
6 X 6(150X150mm)
W2.9 X W2.9 WWF
COMPACTED SUBGRADE
CONCRETE
SIDEWALK
1'
DI.6mm
!-(50.8mm).
r(101.Bmm)
12a 305mn
NOT TO SCALE
EXISTING
ROADWAY
r r�
: r
� r
�•. ••: �•, ••e �•, 1
1•I• r
0 �•� r r- -r.i
0
NEW CONSTRUCTION
35' MIN.00.67M) 15'(4.57M) MIN.
6' MIN_
IR/KIR/►
FILTER FABRIC UNDER STONE
12' MIN.
(300mm)
CROSS SECTION
NOTE; LOCATION OF STONE CONSTRUCTION ENTRANCE SHALL
BE DETERMINED BY ROICC.
CONSTRUCTION ROAD MAINTENANCE:
INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY.
FOR CONDITION OF SURFACE. TOPDRESS WITH NEW GRAVEL AS NEEDED.
CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND
SEDIMENTATION AFTER RUNOFF -PRODUCING RAINS. MAINTAIN ALL
VEGETATION IN A HEALTHY, VIGOROUS CONDITION, SEDIMENT -PRODUCING
AREAS SHOULD BE TREATED.
4 STABILIZED CONSTRUCTION ENTRANC
\C-5041 NOT TO SCALE
1 1/2,
(38mm)
EDGE OF
LANDSCAPE OR
CONCRETE
ASPHALT PARKING SURFACE
6' (150mm)
(2) 5/84(16mm) DOWEL PINS 18'(460mm) LONG. ---A 9
LOCATED PER MANUFACTURER'S �_A230rnm)
STANDARD.
1'
STEEL PLATE
INSTALL FLUSH
TO SIDEWALK —
s RECYCLED WHEEL STOP
--504 NOT TO SCALE
CONCRETE !
CURB do GUTTER i6 A
4: as
7'(2.133M) LONG RECYCLED
PLASTIC WHEEL STOP
a OL I V E E�"`�
0; ,I
CL
FOR PERMITTING
NOT FOR CONSTRUCTION
r
GREENHORNE & O'MARA
CONSULTING ENGINEERS
5565 CENTERVIEW DRIVE, SUITE 10-7
RALEIGH, NC 27606
(919) 8514919 FAX [phone]
® u*nt Dots em
SEAL
DE�r— DRW
REVIEWED BY
PM/DM
CHIEF ENG/ARCH
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N OO
lb
o
CODE ID. NO. 80091 SIZE 0
SCALE: AS SHOWN
MAXIMO NO.
STA PROJ. NO. Pam..
WORK ORDER NO. 59931
CONSTR. CON'R. NO.
N4008506-D-4010 0003
NAVFAC DRAWING NO.
SHEET OF
G!
5
DPAWFORM REVISION; 01 MAY 2006

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p
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NOTES
1. CONCRETE SHALL BE 3,000 PSI(20684 KPA) MIN.
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT
FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE
SHAPE MORE EASILY FORMED WITH THE WIDEST
PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL.
3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS.
4. ALL FITTING AND ACCESSORIES TO BE WRAPPED
WITH 6 MIL POLYETHYLENE PRIOR TO POURING
BLOCKING.
5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN
ON THE THRUST BLOCKING SCHEDULE.
PLAN BENDS
18:000mrni
0mmMIN. — 1
[� 24 MIN. — 1
SECTION X—X
BENDS & TEES
PLAN TEES
0 & LESS
0 & GREATER
7�
PLAN & ELEV.
PLUGS
PIPE
90BEND
45' BEND
22 1/2" BEND11
1/4• BEND
TEE
PLUG
SIZE
A
B
A
B
A
B
A
B
A
B
C
D
4"
8"
12
an
so
6"
fi
610
6
8"
9"
100
16
m
200mm
30Mro
200mm
200
1 m
MT
1
150mm
2
230MM
2
6"
10
12
8"
10
8
8
8
8"
10
10"
12
18
15
250mm
3
20 m
250mm
20
OOmm
200mm
mm
250mm
25
300 m
am
15"
13
10
10
8
8
80
8
10
12"
12
24"
200mm
380mm
330mm
25Gmm
250mm
200mm
200mm]200mm
200mm
250mm
300mm
300 m
600 m
ion
16
14"
10
12B
fi
10
fi
low
11
14
14
25
250mml4OOmm.350mm-250mm-300mm
150mm
250mmll50
m
250 m
mm
350mm
35
635mm
12
20
16"
12
14"
8
12"
8"
12
14
16"
16
30
3 Omm
500mm
400mm
00 m
350mm
200 m
300mm
2OO
OOmm
350mm
A
m
760 m
THRUST-13 CK DETAIL
—50 NOT TO SCALE
NEENAH FOUNDRY
FRAME AND GRATE
R-3433 OR APPROVED EQUAL
OPENING
BED 26 46"(60OX600mm)
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6
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1. PRECAST CONCRETE SHALL BE USED.
2. FOR 24"(600mm) RCP AND LARGER USE PIPE DIA PLUS 12"(300mm)
FOR MINIMUM INSIDE DIMENSION.
3. GRATED INLETS SHALL NOT BE USED WITHIN TRAVEL AREAS.
4. STANDARD STEPS REQUIRED 0 16"(400mm) O/C WHERE DEPTH EXCEEDS 3'(900mm).
EXISTIN
SEWER
MAIN
NOTES:
1 • FLOW SHALL BE MAINTAINED
DURING CONSTRUCTION.
2.THIS DETAIL. TO BE USED
WHEN A 6 OR LARGER
LATERAL NJ150mm)
CESSITA
CONSTRUCTION OF A NEW
MANHOLE
&THE CONTRACTOR SHALL PROVIDE A
MINIMUM 6"(150mm) COMPACTED
J67 STONE. BASE.
&MANHOLE SHALL BE PRECAST CONCRETE.
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EXTEND OVER INVERT
EXISTING SEWER MAIN
GROUT
4"(10
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6'(1.83M) DIAMETER
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1905mm
101.6mm
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596.9mm
361.
44.45mm
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15"
2 1"
19 1"
74'
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16 a
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1. INSTALL A IMPERMEABLE GEOSYNTHETIC LINER BELOW ALL
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SCALE: 1"=20' WATER" AREAS.
2. GEOSYNTHETIC LINER SPECIFICATIONS:
TYPE: EPDM
THICKNESS: 40 MIL
ALLOWABLE INFILTRATION: 0.�01 IN/HR MAX.
45 7
:--------------
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SLAB
SPACE MARK BARS
EVENLY ON EITHER SIDE OF
ANTIVORTEX BAFFLE PLATE -� r
STEEL ANTNORTEX
BAFFLE PLATE
1 /2"(12.7mr
CAST LUG F
STEEL ANTNORTEX
BAFFLE PLATE, METAL
THICKNESS = 0.109.
12 GAGE. SET FLUSH
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A
1 /4"(6.35mm)
TH€CK TOP PLATE
C.M. RISER
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I 3" ± (76.2mm)
12" (304.8mm) I
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WITH THREADED ENDS AND
CAST LUG FASTENER
RISER
DIAM.
SECTION A -A
ALL BARS FORMING CONICAL TRASH RACK ARE MARK BARS,
UNLESS OTHERWISE NOTED.
FOR DOWNSPOUT, COOR
W/ ARCH DWG'S (TYP)
PVC 45' ELBOW
FINISH GRADE —I
PVC (TYP)
PVC ROOF LEADER,
COOR W/ GRADING
PLAN (TYP)
COOR. DOWNSPOUT SIZE & LOCATIONS W/ ARCH.
DWG'S (TYP)
2 DOWNSPOUT DETAIL
�-5JONOT TO SCALE
CONCRETE PAD, 2'-0"0
x 6" THICK W/ 2 -
#3 HOOPS (TYP)
1 " 0 FIN GRADE, -
FLUSH 0 FIN CONC
45' BEND
45' SEND
IRON BODY FERRULE W/
BRASS SCREW PLUG
SLOPE CONC. 1 /2"
PLUG
6 STORM C.O. AT GRADE
�-5JONOT TO SCALE
5' TO FACE OF
BLDG. BY PLUMBING
CONTRACTOR 5' TO
BY SITEWORK FACE OF BLDG.
CONTRACTOR BY PLUMBING CONTRACTOR
PVC ROOF LEADER, FOR SIZE
& LOCATIONS, COOR. W/
ARCH DWG'S (TYP)
_PVC ROOF LEADER, FOR SIZE
& LOCATIONS, COOR. W/
GRADING PLAN (TYP)
r 3 ROOF LEADER DETAIL
—50 NOT TO SCALE
CONCRETE PAD, 2'-0"0
x 6" THICK W/ 2 -
#3 HOOPS (TYP)
FLUSH (TYP)
PAVING OR CONC,
SEE PUNS
45' BEND
45' BEND
STORM C
—50 NOT TO SCALE
IRON BODY FERRULE W/
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CODE ID. NO. 80091
SIZE D
SCALE: AS SHOWN
MAXIMO NO.
STA. PROD. NO.
P-828
WORK ORDER NO.
59931
CONSTR. CONTR. NO,
N4W85-06--D-4010 0003
NAVFAC DRAWING NO.
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SHEET 17 OF
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