SW8040714_APPROVED PLANS_20041006

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
RT APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
d�/UY/DD�p
YYYYMMDD

- .:...::.... .:... STORMWATER-DIVISION
RESCISSIONS
PERMIT NO.
"]
CODING,SHEET•
-
.
DOC TYPE ❑ COMPLETE
FILE = HISTORICAL
DATE OF ❑
RESCISSION YYYYMMDD

I REMSIONS I BY I
Lo
0
LOCATION OF THE DIEBOLD }/
CUSTOMER UNIT INSTALLED I CONCRETE ISLAND
BY DIEBOLD.
(2) 1' ELECTRICAL CONDUITS I I 4' OD HEAVY DUTY
STEEL PIPE BOLLARD
UNDERGROUND TO BUILDING.
3'-1a" TOTAL LENGTH.
TOP OF CONDUIT MIN 2 - - 2'-6' ABOVE ISLAND.
ABOVE ISLAND. COORDINATE GROUT SOLID. CEMENT
WITH DIEBOLD. TYPICAL. FOR I i CAP WITH 1/2' DOMED
EACH ISLAND. 6 1 4" TOP SURFACE. PAINT.
R TYPICAL FOR EACH
ISLAND.
O I
i I
4" 4"
ISLAND LAYOUT - PLAN
NOT TO SCALE
PARTITION SCHEDULE
P-1
24 WOOD STUDS 0 16' O.C. WITH (1) LAYER OF
5/8' GYPSUM BOARD ON EACH SIDE
P-2 2x6 WOOD STUDS 0 16' O.C. WITH (1) LAYER OF
5/8' GYPSUM BOARD ON EACH SIDE
P-3 3-1/2' WOOD STUDS 0 16' O.C. WITH (1) LAYER
OF 5/8' GYPSUM BOARD ON ONE SIDE ONLY
PARTITION
"A'
SUFFIX NOTES
EXTEND PARTITION 4' ABOVE THE CEILING
'B'
EXTEND PARTITION TO BOTTOM OF MEZZANINE
JOIST/STEEL BEAM/OR TO BOTTOM OF WOOD
TRUSS OR RAFTER
'C'
5/8' WATER RESISTANT GYPSUM BOARD
"S"
SOUND ATTENUATION BLANKETS TO 4"
ABOVE THE CEILING (EXTEND TO FULL
HEIGHT AT TOILETS)
GENERAL
1.,
NOTES:
PARTITIONS EXTENDED 4' ABOVE THE CEILING ARE
TO BE CAPPED WITH 5/8' GYPSUM BOARD
2.
ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM
BOARD.
93'-0"
12'-4" 27'-5" 13'-8" 20'-4"
4'-0" 4'-•-0" 5'-8" 40--••0" 1'-7"1 '-3" 91-4" 1'-3
2 �
-7 I
WS WS
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I WO K/BALANCE AREA
130
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00 130A �
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ASPHALT PAVING -
LINE OF ROOF OVERHANG SIM.
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IEBOLD
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• `' 1'-2 " FROM FINISH TO FINISH.
U : I „ fr r ,•� 11
"' '4 �" •'^ ' =e . ".;INCRETE PAVING- 6'-0" a
L„ _
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20'R 1'-$" 1'-8" 3 P-1AS"
I 0133 a o
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II a.1D.W. I VOWNER OFFICE OFFICE
j EQUIP. FEC 1 I 105 106
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4 LOUNGE 4 2 D
,� —IN
- R ENTRAN E MAT a 11 1 a
PLACE ON PARTITION G sr I
2'-6 5/8" i ------ OPPOSITE TOILET TISSUE 4 FURRED 1 1 34 1V0F� TIBULE ~' HEAD
k _-- DISPENSER WALL °O 17 9 a
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`------J ENTRY CJ
FINISH FLR
7 J 100. CJ
9'-4" —4 i'
i j.,
3 TOILET ACCESSORY HEIGHTS- 112'-0" I 4'-8" 5' 6" .' 5' 6". 4'-$" 6'-4" 4'-0" 6'-4"
I A-1 SCALE: 1/2" = 1'
CONCRETE WALK
CJ
N
I —
12" " E.J. , 1 " 2
COL. 2 --0 6 -10 CJ 6 -10" 2 -0 14 -10"
7.
I
46'-4" 24'-10" 41'--10"
87'-0"
REF, SITE PLAN C J REF. SITE PLAN
4" 4"
�- P-1 A5
OFFICE
o Q '-84 109
c o 1NIORA
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can. 114j' 10'-6"_jj 16'-71- 12'-11"
FLOOR PLAN
DEWALK - SEE SITE LAN 'FOR. CONTINUATI A-1 SCALE 1/4-0 = 1 -00
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OCT 0 8 2004
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6'-4" 4'-0"
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DATE
5/19/04
SCALE
AS SHOWN
DESIGNED BY
mo
DRAWN BY DWB
CHECKED BY
WLO
JOB 2003002
W
SHEET
A--1

t
I
11 1
MARK ON EDGE OF PAVEMENT '
INDICATING POSSIBLE GAS LINE
1 1
1 1
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BURGAW
VICINITY MAP
NOT TO SCALE
1
1
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1
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1
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1
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1 1 1
BURGAW GROWTH PROPERTIES 1
D. B. 6901 PG. 207 1 1
M. B. 237 PG. 61 1 1
1 � 1
1 1 1
10' BELL SOUTH
UTILITY EASEMENT 1 1
D.B. 721, PG. 86 1 1
M.B. 26, PG. 83
1 1
430.00' 1 1 1 1
6 DUM ru 1 1
LA­m5 ENCL03,URE 1 1
N 850726 E
20' SIDE BUILDING SETBACK -- — '` - 31 48'
� 1 1
FLARE CURB
PAINT DIRECTIONAL ARROW A AND GUTTER TO 1 1
r- -- — ' 13 CONCRETE CURB o LANE STRIPING Wf H WHITE 1 DUMPSTER 1 1
1 LA-5 AND GUTTER (TYP.) REFLECTIVE PAINT, PER NCDOT PAD 1 1
1 STANDARDS. SEE ARROW 15' DRAINAGE EA�EMENT
1 149.38' _ �_ DIMENSIONING NOTE R=10.77' M.B. 37, PG.; 48, SLD. 4991 1 'O
1 L=57.44 1; C N REfE e E'er" L=16.01'
PENTT l 1 11 1
1 I��A
1 p ASPHALT / Il �5 PAINT 'ATM ONLY" USING 18' HIGH
1 40.15' z i PAVEMENT I �,onr WHITE REFLECTIVE PAINT AS PER 1 1 11 1 1
1 C) I R_ 232.71' NCDOT STANDARDS 1 1
1 m l� W�
1 L=82.18 DIRECTIONAL SIGN 7 Z y Il 1 1
1 1 Y„ TYPE C LA-5 rn �11�43.28' li 112. 1 11 1 1
1 w S85.04 02 W 1
1 • ■ ��*' a o UItDING SETBACK
70.10' 5.00' 11 111 1 1 1 1
11 R=22.00' 1 1 2 1
1 35.82' FIXED 1 L=18.01' A 1 I N �`i 1
1 1'
1
0 IA- � 1
50, al C C - 1 ` •p o5 1 1
1 N -+ 1 1
1 a w B �"
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115 I CAP
RAMPDIRECTIO o Ul
1 SIGN TYPE B LA-5 1 11 1 1
1 N - 1 1 1 1 t�► + D
CID
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to C 8 1 VAN ACCESS.1
1 z -o LA-5 HANDICAP SIGN o -0 1 1
� p a 1 1 1 1 oCT 2 5 2004
�1 cn P -d x O
a 1 1 11 1
1 ..°
1 � `�°- 1 ° °° FRENCH DRAIN 12 1 ICY:
1 1 r�i `'' o �' n " TYP. LA-5 �} 11 11 1 1
1 , o 3 c' �, - ILA ' 1
° _ �w 1 1 TRACT 3
24 0, _ 9 8 2 STANDARD '� 1 1 1 1 1 1
1 1 .1 24 0' 19.00' 800 19.00 o BAY TREE BU` -
1 � LA-5
1 19.00 � `� 4 1 1 1 1 1
1 1 1 PHASE 1 �
1 1 C
1 1 1 10 CONCRETE 7.00 1 1 1 M. B. 3 7, P G.
1 1 ACK B C-5 S� AlI( 1 1 1 1 1
1 °i
1 226.64 BUILDING o 1 1 1
` B B C r 8 IRECTIO AL 1 1 1 1
1 -5 IGN TYFA A 1 1
_ _ — -- -- -- ' 1 1
1 POINT OF BEGINNING
C -- ;' N 9 WIPE DOWN CURB BOTH SIDES).1 1 1 1
1 6 24. 01
j0' N85'07'26"E z w ` �. — -- "- -- ` ~ n� ? TYP�(LIMITS QF�l3R8-AIVD ) 1
D c o °' ��'��- " °° 1
53.05 20' SIDE BUILDING SETBACK 1
'1 38.51' �' ,.' -"' �
1 _ — -- _ J 1
1 1 R=29.O0' jj. - 9 WIPE DO'IN CURB (BOTH SIDES). 1 �- -- -STOP SIGN &c STOP BAR AND MATCH 1 1
1 L=45.55 - PER NCDOT SPECIFICATIONS �r
C 24 0' O6 • (LJMfI5 OF CUR 1D-GL�fTEfZ) l� EX. ASPHALT 1 �
1 1 �. -- -- — — -- _ STOP SIGN do STOP BAR
I `� ___- a x R�• 1 1
1 `► PER NCDOT SPECIFICATIONS --- 430.00
rn ll S85'07'07"w
MEET AND MATCH E 1
-" S 85'07'26 W E 91.34' 1 1
-- MEET AND MATCH o EX. ASPHALT
1 -
I I EX. ASPHALT ROAD.
" 1 SECU POLE SIGN ROAD. 1 1 1
N85' 12 4B E MEET AND MATCH 1 1 1
' EX. ASPHALT
5.03 E
ROAD. E 2" CMP P U 8LI IC
N 1
N85•o7734 E _ _ — — INV. ELEV: 43.72' 0 37 p G 4 S, SLD . 499 1 1 1 1
10' x 70' SI 145.82 CO M.B. 1
PG. 48, SLD. 499 AVENUE 12" CMP
'1 D �S INV. ELEV: 44.49' 1 1
RHOOTHERS
1 ING BUILT BY
ROAD - - --- — 1 �—
10' UTILITY & r 1 1 1
1 APPROX. LOCATION DRAINAGE EASEMENT 1 1
1 & WIDTH OF TRACT 2 M.B. 37, PG. 48, SLD. 499 1 1 1
1 ROAD. 1
BAY TREE BUSINESS PARK 1
— PHASE 1 1 1
M.B. 37, PG. 48, SED. 499
1�4 1 1 1 1
1 1 1
SITE DATA:
PARKING REQUIRED 58 (C HC ACCESSIBLE INCLUDED)
OWNER OF SITE+ STATE EMPLOYEES' CREDIT UNI❑N
P❑ BOX 27655
RALEIGH, NC 27661
919-839-5000
PLAN PREPARED BY: ❑'BRIEN/ATKINS ASS❑CIATES, PA
P❑ BOX 12037
RTP, NC 27709
919-941-9000
FAX [phone]
REFERENCE; MAP BOOK 37, PAGE 048, SLIDE 499
OF THE PENDER COUNTY REGISTRY.
NOTES:
1, ALL DIMENSI❑NS TAKEN FROM FACE OF BUILDING
OR FACE OF CURB UNLESS STATED OTHERWISE,
2, HANDICAP PARKING SIGNS ARE R7-8A&D
FOR ALL HC SPACES - ADD VAN SIGN TO ONE
SPACE, PLACE SIGNS ON 2' X 2' GALV, STEEL POSTS,
3, SURVEY BY McKIM & CREED COMPANY, INC, DATED
March 2 , 2004.
4, ALL SITE IMPROVEMENTS ARE TO COMPLY WITH TOWN
OF BURGAW UNIFIED DEVELOPMENT ORDINANCE.
FLOOD NOTE, THIS PROPERTY IS ICI LOCATED
IN A SPECIAL FLOOD HAZARD ZONE. PROPERTY
IS LOCATED IN "ZONE X" AS DEFINED ON F,E.M.A,
F.I.R,M. COMMUNITY #370483 0002 A - DATED
JANUARY 19, 2000.
BUILDING USE CREDIT UNI❑N
Z❑NING B--2
HEIGHT OF BUILDING,
35 FT.
RADIUS CURVE LEGEND
PARKING PR❑VIDED
PARCEL AREA;
BUILDING AREA
ASPH, 8, CONC. PAVING
TOTAL IMPERVIOUS AREA
A
= 3.0'
B
= 5.0'
C
= 7.5'
p
= 10.0'
E
_ 15.0
F
= 20.0'
G
= 25.0'
(6543 SFx .061 = 17 SPACES) ago c- S Q-, L_ N
RATI❑ USED 1 SPACE PER 400 GSF OF OFFICE p e
60 (3 HC ACCESSIBLE INCLUDED)
94,600 SQ. FT, (2,17 ACRES) �.,,',\. r-� ��
SQUARE FT. ACRE PERCENT ���- • r� �� ��� ���
6,543 SIF1,15 AC 7%
36,794.70 SF p. 35% �
43,337.7 0.99 AC
NORTH CAR IS 'I, RONMEWAL •�,.��*'�'.�
MANAGr-I'""' iFIQN NOM 1 cr-r4=11 K ,.�
!Ty IAI`* �^ „�, .r• m„ ��.ww .,
' 06.�i01w1;M Mf'rMIMMnIY4luwrwhl'Wil0
PRINT DATE
OCT 2 2 2004
The John R. McAdams Co., Inc.
SITE LAYOUT PLAN ge oy
20 10 0 20 40 60
REVISIONS
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SCALE
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t1I r WATERLINE BY
1 1� DEVELOPERA SS LOCATOO
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11 1 CO. BY CONTRACTOR
t 1 PRIOR TO BEGINNING
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TO BE FIELD VERIFIED
PSP �� DR�E CONTRACTOR PRIOR TO Y
II 1 1 BEGINNING CONSTRUCTION
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UTILITY NOTES:
10' BELL SOUTH
UTILITY EASEMENT
150,
u�J1 \%_Jf % IF VI \ %-,e YY 1 1 1 1 I r/1
D. B. 690, PG. 207
1 1 1
M. B. 23, PG. 61 1 1
1 �
1 1
1 1
1 1
1 1
1 1
'
.0o1 1
4 11 1
r
EXISTING
POWER
1 POLES 1
� 11 151 1 1
.�15 DRA4NAGE EASEMENT 1
M.B. 37, PG. 48, SLD. 4991 1 '�
y Il �� 1 1
Ali 1 1 0 1
�161 1 1
10- 1
1� II 1 1
= 51.75 1 1
3 I 11 1 1
" " 1/
1.5 TYPE K 1 1
COPPER GAS SERVICE 1 11 1
11 11 1 1
SANITARY SEWER 1
CLE OU TYP 1 11 1 1
IN V.-48.50 1 1 1
1. 4B.6 1 1
— 0' S14E BUILDING SETBACK
1
G 1 tt 1 1
NATURAL GAS 1
LINE TO BE t 1 1 1
SIZED BY GAS
COMPANY —------1 1
1 1 I 1
N
SLD
PUBS -IC R/'� 499
a 1 �
37, PG• 48, . I t
a
M 1 1 1 1
1 � 1
1 1
1 1
1
10' UTILITY & 1
& WIDTH OF TRACT 2 DRAINAGE EASEMENT
ROAD. BAY TREE BUSINESS PARK
--- PHASE 1
M.B. 37, PG. 48, St F). 4aa
1.
ALL WATER LINES SHALL HAVE A FINAL COVER DEPTH OF 3'-0" IN NON-TRAFFG
AREAS AND 4'-0" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED
14. LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE OR
C. CROSSING A WATER MAIN UNDER A SEWER MAIN:
OTHERWISE.
A. THE LOCATIONS ARE BASED ON ACTUAL FIELD SURVEYS AND THE BEST
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CRASS UNDER A SEWER MAIN BOTH THE,
AVAILABLE RECORDS. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL EXISTING
A
WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND
2.
ALL SEWER LINES SHALL HAVE A FINAL COVER DEPTH OF 3'-0" IN NON -TRAFFIC
UNDERGROUND UTILITIES AND UNDERGROUND STRUCTURES AND VERIFY REQUIRED
WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE of 10 FEET ON EACH
AREAS AND 5'-O" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED
COVER AND CLEARANCES PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS TO
SIDE OF THE POINT OF CROSSING.
OTHERWISE ON THE PLANS.
THE ENGINEER.
D. CROSSING A SEWER LINE OVER OR UNDER A STORM DRAIN:
WHENEVER IT IS NECESSARY FOR A SEWER LINE TO CROSS A STORM DRAIN PIPE, THE SEWER
3.
EXISTING PIPE SHOULD BE FIELD VERIFIED FOR INVERTS.
15. BELOW GRADE WATER SERVICE PIPING SHALL BE TYPE "K" SOFT DRAWN COPPER
LINES SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER LINE NEAREST
4.
ALL WATER AND SANITARY SEWER LINES ARE TO BE INSTALLED BY THE PLUMBING
TUBING WITH SILVER SOLDER JOINTS. SOLDERS CONTAINING LEAD SHALL NOT BE USED
TO THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 12 INCH CLEAR SEPARATION
SUBCONTRACTOR (DIVISION 15),
FOR ANY PURPOSE ON THIS PROJECT. WHERE PIPING IS REQUIRED TO RUN BELOW
DISTANCE, OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FEET ON
BUILDING SLAB, IT SHALL BE INSTALLED WITHOUT JOINTS BELOW SLAB.
EITHER SIDE OF THE CROSSING.
5.
ALL WORK SHALL BE GOVERNED BY TIME LATEST EDITIONS OF THE STATE MECHANICAL,
PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE, ENERGY CONSERVATION,
16, ALL PIPING SHALL BE CONNECTED TO BUILDING STUBS. VERIFY LOCATIONS PRIOR TO
22. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND
HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODES AND NATIONAL FIRE
BEGINNING PIPE INSTALLATION.
AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING.
PROTECTION ASSOCIATION CODES AND AS ADOPTED BY THE AUTHORITIES HAVING
JURISDICTION.
17. CONTRACTOR SHALL NOTIFY NORTH CAROLINA 'ONE CALL' AT 1-800-632-4949
23. ALL PIPING SHALL BE AS NOTED ON PLANS,
AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE
6.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
EQUIPMENT, ETC. THAT MAY BE REQUIRED.
THEIR OWN LOCATOR SERVICES INDEPENDENTLY.
7. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS.
18. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF BURGAW
PUBLIC UTILITIES AND CROSS CONNECTION CONTROL REGULATIONS AND STANDARDS.
8. CONTRACTOR SHALL GUARANTEE, FOR A PERIOD OF ONE YEAR FROM THE DATE OF
FINAL ACCEPTANCE OF SYSTEMS BY OWNER. EACH AND EVERY PIECE OF APPARATUS
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR RELOCATION OF
WHICH HAS BEEN INSTALLED UNDER THIS CONTRACT.
ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, OR
COMPANY.
9. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS/
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
20. RELATION OF WATER MAINS TO SEWERS:
A. LATERAL SEPARATION OF SEWERS AND WATER MAINS: WATER MAINS SHALL BE LAID
10, OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS FOR
AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL
EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO ALL
CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE;
EXCAVATIONS EXCEEDING 5 FEET IN DEPTH.
1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF
THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE
11. EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A
SEWER, OR
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER LINE WITH THE
WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND
12, EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED
ABOVE THE TOP OF THE SEWER.
PRIOR APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING PRIOR TO
B. CROSSING A WATER MAIN OVER A SEWER MAIN:
ORDERING OR INSTALLATION, THE CONTRACTOR SHALL WAIVE ANY CLAIM FOR
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER THE WATER
ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE EQUIPMENT.
MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN
IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN, UNLESS LOCAL CONDITIONS
13. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ViMNC,OMORG
LETTER TO THE ENGINEER. ON EACH SIDE OF THE POINT OF CROSSING. 1-800-632-4949
M.B. 37, PG. 48, SLD. 499
UTILITY LEGEND
o
WATER METER
N
WATER VALVE
©
BACKFLOW PREVENTER
FIRE HYDRANT (EXISTING)
•
SEWER CLEAN -OUT
W W
WATERLINE
SANITARY SEWER
-0-0-
GAS LINE
OU OU
OVERHEAD UTILITY
SITE UTILITY PLAN
20 10 0 20 40 60
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1
PERMIT
' BURGAW GROWTH PROPERTIES
NCDENR COMMENTS THleft
I
1 10/20/04 NCDENR JS
I D. B. 690, PG. 207 COMMENTS
M. B. 23, PG. 61
r0�
5MH 10' BELL SOUTH
1
r 1
RIM ELEV: 47.75. Z ' UTILITY EASEMENT 1 44.0
IN(8'�: 41.65' ► 1 D.B. 721, PG. 86111
OUT(8"): 41.60' + I M.B. 26, PG. 83 y v vI
1 cu
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TEMPORARY 11 ` 1 rn o
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1
rn� _ ► I SEDIMENT TRA Lq-6 I
1 I LIMITS OF STD. JUNCTION 14 ` 0S
1 1 DISTURBANCE BOX (MH-1) LA-6 CIL LD ` ~ 1 a 1 (2.45) RIM-51.50 LD .�-�-- LD rn m
►' ► INV. IN-47.00 LD --rr� 1 s
► ` INV. OUT �--- LD� F Q1CD
1Ln
ISL r-430 LD �-- SF s Q:
1 1 \\ 1 o I ,�--- LD D S 5�--- SF ---1 1 1
► � 1 1 � 1 \ ► 12 INLET \ N.
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► 1 1 1 1 1 1` �. a t LA-6PRO ON ` I LD i �
(m') 6„ L D I L a
CONTROL -------- L------�a-ES�� l -� -_' -� 1 I i OL
1 LD 1 � -- �,
►' 1 1, , 11 1 13�,,'► CIORNER L ��---- LD -� -'�' 4 ._ IL
ul
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► , '•� 1 , 11 1 I _ s �` �F � 50 4 ' 44.4 �
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(CB-6) A-6 , TC 50.33
TC-48_s8 -' f l j 15' DRAINAGE EASEMENT ■® t j
_ 1 1 ,:r.,, _ M.B. 37, PG. 48, SLD, 499 'fl \ i
.,FIM-48.48 _ - B .Q0 1 1�y
► ` "+l 1 1 1 I 1 IRV.-LN-46.04 ATCH BASIN 6
► 1 , 1 1 1 , -�'_" o. �n + INV. out LA6 TC 51.5D
(CB-5, -+
cL c°
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, 11 Q I 1 �� it ' +51.5 tt RIM-49.83 + ctil
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► GR P 2" ORN. A> 1 / } } } } } It *°'� 1 11 cs
1 1 1 1, 11 , 1.50 ; Q) .�
TREE a i I� i
1 1 \
1 1 1 1 t }I BC 51.53 ■I� .��
46.61 M 4$.48 � } t tt 45 2 1 Q � � ~ ° �
1 , 1 11, 1 ,a, , 1 --•�-46�49.
rC 48.98 1�
1 + t TC 52 03
1 45.8 l I} + +51.5o 111 t , I� u x u c�
1
BC 40 } } } t} 11 +' S
TC 49.9a l-
+ } } 5. 6 } } , +44. 3 � u � 1A L
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1 r 1 1 1 3 TREE 1' I I TC 49.90 l} +51.62 11 I d 1 ¢ a Z
► n 1 1 11 fi RO CTION v' 1 , / I 1 �- �- -� ° BC 51.00
► 11 1 1 1 11 FENC ,. 0 1 54 +` I 3 51.25 TC 51.50
� ORN. �, i t � . .._.,.:._....... , sr+ � ,�¢•.r�4,1
a i . +44
TREE BC 5011 .. .._.... 1 I ul s
TC 51.3� } 89 r 1
1 , 1, 1 1 49.94 1} �. r". ° 51.25 1 r
1 , INFI TR TI N 1 I , BC 49.44 7C
1 1 LA-7 DETENTION BASIN 1 F1J, TC 49.90 1}1 50.74 0°°..° 5.0 ---_ �
,.. .
r }�
.__I__45,
,-}-45,.o BC 5a.48 7.. 1 5 . FIFE
E 51.7 ° \.......
• _.� 13
' �► 1 1 6 C 5D.9 +._ oeao: 45.0 1 H
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► 1 1 1 1 11 J 1 , 1 t i °°° Qv : 1
vim',, i It'c"T " �r
1 , I }+ °vao 1 yr - •�'-�� �" �. o ` ,.
51.25 1 �,� • N _ �, �=
1 ti }
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j 1 1 CATCH BASIN 6 0.3 - :N �� - = U A
► ': 1 SILT FENCE 1 � I .__.:... .... ....... f: , �
► ' 1 LA-6 (TYP) 1 1 1 j (CB-7) 1,4-6 CATCH BASIN 6 �. 6 ATCH BASIN 0 I =;►,1 ��.' _ `
-
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(CB-4 LA-6 tt
1 ) }... A YI-4 5 h� LA-6 (c6-2} 45.2 1 145.1`Vz
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p I 1 1 1 Iy A 1 INV. W-45.27 1 RIM-49.05 tt INV. IN(8 )=48.36 9.50 N .,aa ��. , ,���. „•.�
► 1 1 1 N + } ° INV. IN-47.01 1 as ��� r rllnuy
► yc 1 ` , 11 1 1 r , INV. OUT-45.06 INV.-45.41
r 1 1 t� .. INV. (15')=45.77 Q '*fill.,<< ` f �a
1 " ORN.46.47
t t 51.75 5 INV. OUT-46.91 1 1 .�
l
2 _ I 1 BC 4� 47 „ .._ . RIM 49.05
1 Q ,11 1 TREE
TC 48.�7 t r I :A
► _ 1 1 " RIM 4 . �5" CL. 1 TC 4 5 It . .:.... . _. 8" YARDINLET YI- 5 5p 1
+49.48 t C 49 92 6 CATCH BASIN
TC 48.17 IV RCP t pVC o, GRATE-51.00 LA-6 LA-6 (CB-1},
I c 15" CL IV R INV. IN(8")=48.38 RIM 49.50 vo) TC-50.00
"" RIM 49.5a " �► RiM-49.50
1 ` '•' � � 1 1 11 1 � 1V jt. .,_. ,... ,. L. INV. OUT=48.31 51.25 i5 CL. TC 50 •
45 }t` C 49.67 51.25 8" TC 50.00 IV RCP 1 1 INV.-47.31
+ 4g }tC 50.17 45.79
IN 1 ~r
� �. == � °
50.32
�► PSPNA�� } 1 11 '9 FLARED END I 1 1 1� 49
1 I I a•
, 1,1j LA, -6 SECTION (TYP) wx o
(FES-2) t• , \ \ t} / -n
► Ci 1 1 INV.-45.00 I 1 \ } l UTILITY CROSSING SD o '� ° r O o ...
1,1 ,SD INV. IN-45.82 �. i ~' ACK o __�- h--i >+ U -1+ <.
.j I J 15 ROCK OIL TI \ ° o } ITOP-47.37 5D 2D Si ° / I I ., W Z I ,
1 o LA-6 ROT 1' RG RIM 47.50 \ o ° +} i/ J ° �• o�
► O CLASS 'A ONE �,1 1 TC 48.00 o r �, --� r/ 15" CL. Iv �P } a o 1 44.6 z � � � I
I 1 sr 5'L x 4'W T tK ~° +
2 ORN r` t v
15 ROCK OUTLET 1 y46
1 , ,� 1` ° / 4 0 Z
LA-6 PROTECTION ► 1 J , 11 �,I 47 .� -r r ° }} 430.D ° U a,
I 1 11 t -�. -- - -- -- - --• - , s 4a _° ° I S I' I 1 W ,� +n 0 F.: . •.,,
CLASS A STONE S 11 .� _. o W SF ►-+ o o
1 5'L x 4'W x 9"THK 1 Z 1, 111111 P '' �� --- ___- --- 5 85D7 2 N / 5° 0 51= L 1 0 \H r
► 1 \\ ,► �.. 1 1111„ g FLARED END -n --= - �--� ° } 47 - .3 / I -
�..- + 4 ,J , ..
18" CMP ► \ , 11111, LA-6 SECTION (TYP) SECU P-0 SIGN S LD ° ° SE -�--fo - -- LD---�-�' L NOTE: CONTRA TOR TIE
(FES 1).� �D oa 45.5 �� SF SF SF 6 \ o CONTOURS INT� FiNA I z � c:a �.- •:.•„
INV. ELEV: 45.14 \ INV_-45.00 F �� LD - 4 CONSTRUCTION a 0 S { 1 CL
► \ 1 t11 LD ! r ` CATCH BASIN B LA-fi ENTRANCE TYP.) o ° t 5.1 „MPSF LD �-�` �,� U B Ll �; r �xt46 ` ROAD GRADES. OAD 1 z W
I [� �•-_ L (C8-3) LA-fi ( ° ° �.r-- LD �6• ` GRADE TO
TC-48.00 \ a , .�I - INV.. EL , LD L� x 48, SLD • 499 OTHERS). 1
Ir 1 11 RIM-47.50 1k / -� - �- t LD ~o P G G. .� 1 o x 7a SIGHT TRIANGLE N o B. 37 , , I
NV. IN--45.31 \ ��� x M.
B. 37, PG. 48, SLD. 49 H DE`�I \ LD �6v } 12 CMP 1 , d
► I 1 1 1 i Sl Y bf L \ x\ } INV. EIEV: 44.49 1 I
+ CL UII.T B OT1\ t 45.0
►, I , 4 1 r( 1 "�� �-�-I/ i I ROAD BEING\U � t "J YARD INLET 45.3 r +-� _-r- ,
_- 1GRATE- 49.00 45.3 _ _ -- .
1 1 1, , 11 ► ` I �� \ \ ` 45.6 INV. IN=46.30 _ -�
► 1 1 ►' \ - - - - 1� INV. OUT=45. r I 1 1 ' >
It -- } +__.__- 1 1 I goo Q
-11_ - - 5 YARD INLET Y!-2
a 1 I 1 1 ,1111 '�1 4 .1 _ _ _ _ -- - LA-6
All
GRATE-49.00_ - INV. IN(8")=47.33 1 �� �j
46.% �_-~�' INV, IN(15")=46.66 1 rm4
1 1 1 _
_ - - -~� - - J+ r^ ~ NOTE. CONTRACTOR TO TIE - r `r } INV. our=46.66
1 1�1 CONTOURS INTO FINAL \ 1
1 1 _ ^^ll
�► , �' 1 , ,1 1 2" ORN, I ROAD GRADES. (FINAL ROAD \ \ 1 1 W
I 18" CMP 1 1 11 1 TREE ,y' ` GRADE TO BE DETERMINED
1 INV. ELEV: 45.20' 1 1 1 , ,1 1 `` 1 BY OTHERS). APPROX. LOCATION \ 110, UTILITY
EASEMENT 1 1
t I
1
► 1 , 111 1, 1 1 �, ` I & WIDTH OF TRACT 2 M.B. 37, PG. 48, SLD. 499 , 1
MARK ON F PAVEMENT I , 11 1 ! 1111 ►► �; t ROAD.
EDG
E E O BAY TREE BUSINESS PARK '1
INDICATING POSSIBLE GAS LINE ► 11 11,1,11
PHASE 1 1
1 11 1 I1111 ► I 1 1,
M.B. 37, PG. 48, SLD. 499
SEEDING SCHEDULE
► I 1 + ` 1 FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1):
TYPE PLA II.d G RAM �I..i..�
1 I 1 _ - ' ►,� AUG 15 - NOV 1 TALL FESCUE 30O LBS/ACRE
'► DR�� - - 1 NOV 1 - MAR 1 TALL FESCUE & ABRUZZI RYE 300 LOS/ACRE lll���lll
1 sPH�'3� 1 MAR 1 - APR 15 TALL FESCUE 300 LBS/ACRE CONSTRUCTION SEQUENCE GRADING/DRAgNAGE & EROSION CONTROL LEGEND
y I `� ► - + APR 15 - JUN 30 HULLED COMMON 25 LBS/ACRE THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT
► BERMUDAGRASS COMPLfANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND YARD INLET -SEE 5/LA-6 - -326 - - `_,
I I ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT. EXISTING CONTOUR
JUL 1 -AUG 15 TALL FESCUE AND BROWNNTOP 125 L BS/ACRE (TALL FESCUE;
1A. OBTAIN LAND DISTURBANCE PERMIT ■�■ CURB INLET -SEE 6AA-6 CTJ
► I MILLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWWNTOP 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. 406 PROPOSED CONTOUR 4_,
HYBRIDS*** MILLETS 30 LBS/ACRE 2. INSTALL SILT FENCE, DETENTION/SILT BASIN & SEDIMENT TRAP AS SHOWN ON PLANS.
3. INSTALL STORM DRAINAGE.
I (SORGHUM-SUDAN HYBRIDS) INLET PROTECTION -SEE 11 LA-6 407.84 4. PLACE STONE ON ENTRANCE DRIVE AND PARKING AREAS. + PROPOSED SPOT ELEVATION OF FINISH SURFACE
► FOR SHOULDERS, SIDE DITCHES, SLOPES SLOPES (3:1 TO 2:1) 5. INSTALL INLET PROTECTION ON STORM INLETS. REMOVE TEMPORARY SEDIMENT BASIN.
6. EXCAVATE AND PROMPTLY SEED/MULCH PERIMETER AREAS OF SITE. TC 24.9 TOP OF CURB ELEVATION
EROSION CONTROL NOTES: MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE (SERICEA 7. GRADE AND EXCAVATE FOR BUILDING PAD AND FOUNDATION AREA. -SF -SF SF - SILT FENCE -SEE 1/LA-6 8. CONSTRUCT BUILDING. BC 24,4 �+ BOTTOM OF CURB ELEVATION
AND USE THE FOLLOWING LESPEDEZA): 9• FINE GRADE AROUND BUILDING, SPREAD TOPSOIL, SEED OR SOD AS APPLICABLE.
1) PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS 3) COUNTY ENGINEER AND OTHER APPLICABLE AGENCIES SHALL MAKE A 13) THE CONTRACTOR IS RESPONSIBLE FOR ALL LAND -DISTURBING COMBINATIONS: 10. FINE GRADE PARKING AREA, ADD STONE WHERE NECESSARY, CONSTRUCT STRUCTURES. LD TW 406.0 TOP OF WALL ELEVATION
WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION CONTINUING REVIEW AND EVALUATION OF THE METHOD USED FOR THE ACTIVITIES, INCLUDING BUT NOT LIMITED TO, ALL SOIL 11. FINE GRADE AND SEED OR SOD DISTURBED AREAS PER LANDSCAPE DRAWING AND SPECIFICATIONS_ LIMITS OF DISTURBANCE BW 403.0----}. BOTTOM OF WALL ELEVATION
OF SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. AN BORROW/REMOVAL ACTIVITIES. MAR 1 - APR 15 ADD TALL FESCUE 120 LBS/ACRE 12. REMOVE ALL EROSION CONTROL MEASURES.
DAYS OF DISTURBANCE TO DENUDED AREAS THAT MAY NOT BE AT FINAL 13. REMOVE ACCUMULATED SILT FROM ALL EXISTING DRAINAGE.
GRADE, BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY AMENDED MAR 1 - JUN 30 OR ADD WEEPING LOVE GRASS 10 LBS/ACRE TREE PROTECTION FENCE -SEE 3/LA-6
BY THE APPROVING AUTHORITY IF ON SITE INSPECTION INDICATES 14) THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND STORM DRAINAGE
30 DAYS PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT PPR TR R R OT EFFCCTIVE IN
ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
THAT THE A OVER CON OL MEASU ES A L_ N
T
CONTROLLING EROSION AND SEDIMENTATION OR IF BECAUSE OF
CONSTRUCTION IS 2.45 ACRES.
MAR 1 - JUN 30
OR ADD JULl.ED COMMON
25 LBS/ACRE
2) ALL. CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES WHICH ARE NOT TO BE
CHANGED CIRCUMSTANCES, THE APPROVED PLAN CANNOT BE CARRIED
15) LAND DISTURBANCE PERMIT MUST BE OBTAINED FROM GOVERNING
BERMUDAGRASS
OUT
AUTHORITIES BEFORE BEGINNING CONSTRUCTION.
1UN 1 - SEPT 1
TALL FESCUE AND 8ROWNTOP
120 LBS/ACRE (TALL FESCUE);
PAVED, SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED IN
ACCORDANCE WITH SECTION 02115 - SOIL EROSION AND SEDIMENT CONTROL,
4)
CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL
16) ALL STORM DRAINAGE PIPES ARE CONCRETE CLASS III UNLESS NOTED
MULLET OR SORGHUM SUDAN
35 LBS/ACRE (BROWNTOP MULLET);
SECTION 02900 - LANDSCAPING, SECTION AND SECTION 02200 - EARTHWORK
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
OTHERWISE.
OF THE SPECIFICATIONS FOR THIS PROJECT:
5)
5)
THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL" AT
HYBRIDS***
30 LBS/ACRE (SORGHUM-
HYBRIDS)
A. LIMESTONE SHALL BE A NATURAL DOLOMITIC LIMESTONE COMPLYING WITH
1-800-632-4949 48 HOURS BEFORE BEGINNING ANY EXCAVATION OR
SEPT I - MAR 1
SERICEA LESPEDEZA (UNHUU_ED-
70 LBS/ACRE (SERIECEA
NCDOT 960.2 AND SHALL BE SPREAD AT A RATE OF 2.000 LBS. PER
UTILITY WORK.
UNSCAPoFlED)
LESPEDEZA);
ACRE.
6)
EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED,
TALL FESCUE
I20 L8S/ACRE (TALL FESCUE)
B. FERTILIZER SHALL BE DISTRIBUTED EVENLY BY MECHANICAL SPREADER,
SO THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT
NOV 1 - MAR 1
AND ABRUZZI RYE
25 LBS/ACRE
WORKED INTO THE TOP 4" OF TOPSOIL NOT MORE THAN ONE WEEK PRIOR
ENTER STORM DRAINAGE FACILITIES.
TO SEEDING OPERATIONS. SPREAD AT THE RATE OF 500 LBS. PER ACRE.
BROADCAST Yi OF FERTILIZER IN ONE DIRECTION AND THE REMAINING %2 IN
7)
PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE
A DIRECTION AT RIGHT ANGLES TO THE FIRST DIRECTION. FERTILIZERS TO BE
KEPT CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY
M JHOD OF SOIL PREPARATION:
USED SHALL HAVE AT LEAST 50% OF THEIR NITROGEN CONTENT IN A
VEHICULAR TRAFFIC OR RUNOFF.
SLOW -RELEASE FORM.
BEFORE MIXING, CLEAN
TOPSOIL OF ROOTS, PLANTS,
SODS, STONES,
8)
ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA
CLAY LUMPS, AN OTHER EXTRANEOUS MATERIALS HARMFUL
OR TOXIC
C. MULCH SHALL BE SPREAD UNIFORMLY OVER SEEDED AREAS AT THE RATE
THE CONSTRUCTION ENTRANCE.
TO PLANT GROWTH.
OF 4,000 LBS./ACRE. THE MULCH SHALL BE ANCHORED WITH THE MULCH
TILLER, OR IF THE AREA IS NOT ACCEPTABLE, ASPHALT EMULSION MAY BE
9)
EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE
MIX, SOIL ADMENDMENTS
INCLUDING FERTILIZERS WITH
TOPSOIL AT
co
USED AS TIEDOWN OR ADHESIVE, TYPE SS-1 OR APPROVED EQUAL SHALL
UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO
RATES RECOMMENDED BY SOILS ANALYSIS REPORT. PLACE FERTILIZER
SEDIMENT TRAP -SEE 10/LA-6 = _ _ - - - -- _ - EXISTING STORM DRAINAGE
SITE GRADING/STORM DRAINAGE/
EROSION CONTROL PLAN
20 10 0 20 40 60
1-9 BE APPLIED EITHER SIMULTANEOUSLY WITH THE STRAW OR HAY OR IN A THE TRENCH, CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION IN EXCAVATIONS OR SAUCERS AT A RATE RECOMMENDED IN THE
I SEPARATE OPERATION. MULCH SHALL BE SHREDDED HARDWOOD BARK FREE REPORT AND AT LOCATIONS RECOMMENDED BY THE MANUFACTURER.
`i FROM DELETERIOUS MATERIALS AND SUITABLE FOR TOP DRESSING OF TREES, CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR
SHRUBS, OR PLANTS. BARK NUGGETS WILL NOT BE PERMITTED. UNLESS OTHERWISE NOTED. WWW.N000C.ORG
1-800-632-4949 ..
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CL
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DATE
5/19/04
SCALE
1 "=20'
DESIGNED BY
8J
DRAWN BY
TH
CHECKED BY
MZ
JOB
2003002
SHEET
LA-3
OF 1 SHEETS

1
1 1 �
1 1
1
1 1 1
111 1
1 1
1
11 1
'AVEMENT 1
GAS LINE ► 1 1
1
1` 1
, 1
I BURGAW GROWTH PROPERTIES
, 1
D. B. 690, PG. 207
M. B. 23, PG. 61
10' BELL SOUTH
1 UTILITY EASEMENT
D.B. 721, PG.�86 ~ �.
0
1
�RIf� 11
11
11
\I
18" CMP
ELEV: 45.20'
11
1
1
NOTES:
1. ALL NEW LANDSCAPE AREAS ARE TO BE IRRIGATED.
2, CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES
PRIOR TO BEGINNING WORK.
3. ALL DISTURBED AREAS ARE TO BE STABILIZED WITH SOD,
SEED PLANTINGS, OR MULCH AS INDICATED ON LANDSCAPE PLAN
AND SPECIFIED,
4. PLANT MATERIAL WILL BE REJECTED UNLESS ANY AND ALL
PLANT MATERIAL ARE OF SIZE, SPREAD, CALIPER, GENUS,
SPECIES, AND VARIETY SHOWN. ALL REWORK WILL BE AT THE
EXPENSE OF THE CONTRACTOR. SUBSTITUTIONS WILL BE
PERMITTED ONLY UPON SUBMISSION OF WRITTEN PROOF TO THE
ARCHITECT THAT A SPECIFIED PLANT IS NOT OBTAINABLE AND
ARE APPROVED BY ARCHITECT.
5, PLANTING ADJACENT TO PARKING SPACES SHALL BE LOCATED
3' FROM THE BACK OF CURB.
IRRIGATION DESIGN PERFORMANCE TABLE
(CONRTACTOR TO FILL IN)
INITIAL PRESSURE _
PRESSURE LOSS THROUGH METER =
PRESSURE LOSS THROUGH BACKFLOW PREVENTER =
PRESSURE LOSS THROUGH PRESSURE REDUCER
(SET TO DESIRED LEVEL)
PRESSURE LOSS THROUGH LONGEST RUN OF PIPE _
(T❑ HIGHEST ELEVATION)
PRESSURE LOSS THROUGH ELECTRIC VALVE _
PRESSURE AT HIGHEST HEAD=
INITIAL PRESSURE
PRESSURE LOSS THROUGH METER =
PRESSURE LOSS THROUGH BACKFLOW PREVENTER =
PRESSURE LOSS THROUGH PRESSURE REDUCER -
(SET TO DESIRED LEVEL.)
PRESSURE LOSS THROUGH LONGEST RUN OF PIPE _
(TO LOWEST ELEVATION)
PRESSURE LOSS THROUGH ELECTRIC VALVE -
PRESSURE AT LOWEST HEAD=
RUN TIME OF COMPLETE SYSTEM, PER WEEK, TO HRS/ WEEK=
PROVIDE 100X COVERAGE IN JULY
RUN TIME OF COMPLETE SPRAY AND ROTARY SYSTEM, PER WEEK, HRS/ WEEK=
TO PROVIDE 100X COVERAGE IN JULY
RUN TIME OF COMPLETE DRIP SYSTEM, PER WEEK, HRS/ WEEK=
TO PROVIDE 10OX COVERAGE IN JULY
r � PLANT LAST
1 ` TREES KEY PLANT NAME
� 1
� 11 11 LA-4
�t
3 SHRUBS
LA-4
5 PERENNIALS
LA-5
3 WETLAND
LA-5 SHRUBS
fi WETLAND
LA-5 PERENNIAL
EMERGENTS
10' DRAINAGE EASEMENT
M.B. 37, PG. 48, SLD. 499
SIZE <MIN)
REMARKS
1 1 RUBBER HOSES
1 1 GUY WIRES W/ TURNBUCKLES 3
PER TREE
I QH'D .� 1 1 3" MULCH
8 IC'c D \
2 LN ROTOTILLED NATIVE SOIL AMENDED
1 QH`D ` 1 AS PER SPECS
1 1 1 IRRIGATION AROUND PIT DELETE W/
EED _ Z CUT AND REMOVE TOP 1/3 OF
1 WIRE BASKET AND BURLAP
STAKES
i 11 Cn 1 1 RIPPED SUBSOIL
FOR FLATBOTrOM TREE ROOTBALLS,
Z� 1 REST ON UNDISTURBED PEDESTAL----�----
\ 1
1 15' DRAINAGE EASEMENT SET BAIL 1/4-1/3 ABOVE
E
�0, M.B. 37, PG. 48, SLD. 499\ 1 PROPOSED GRADE W/ RESPECT TO
DRAINAGE CONDITIONS. REST BALL
11 1 1 ON UNDISTURBED SUBSOIL
TREE PLANTING � E G
LA-4 N.T.S.
\ 1
cr 1 TREE SHALL HAVE SAME RELATION
1 TO GRADE AS IT HAD IN NURSERY
7 LN 1 NEVER CUT LEADER
+ r� 16 MC 1
1 1 12 VA 1 RUBBER HOSES 2/3 UP TREE GUY
11 1 QH'D 1 WIRES W/ TURNBUCKLES 2 PER
I AA 1 TREE STAKES- 2 PER TREE
1
3" MULCH
{� 1. i 1 1 CUT AND REMOVE BURLAP FROM
1 `•"�6MK �, 1 1 TOP 1/3 OF ROOTBALL
� 4 IC'c 1.�
5 LA y SAUCER AROUND PIT
6 LA 1
4 4 BT'K 11 ROTOTILLED NATIVE SOIL AMENDED
1 AA 1 1 1 AS PER SPECS
SCARIFY SUBSOIL
. 4 SO MULCH EDGE 4 ` I 11 1 .
-4 0 �' � 1
h � 1 EED
1 1
50 1 uo �
1 1
SOD
TS OF S9D
Rg
1
• 1L � ACK
SO 0 1 1
SOD
1 2 EVERGREEN TREE P
5 PA \ % , 1 LA-4 N.T.S.
S
5 GA
HM
5 LN ������—
5 GA _--- -- \ 0 1 1 1 1
4 PA \ - � 1
I QH'D
L�� � ,� + 1 + 1 1 SAUCER AROUND PIT
(DELETE WITH IRRIGATION)
+
ROTOTILLED NATIVE
TOPSOIL AMENDED AS
PER SPECIFICATIONS
1 CUT AND REMOVE
BURLAP FROM TOP 1/3 --
- OF ROOTBALL
RIPPED SUBSOIL
UNDISTURBED SOIL
AA
AMELANCHIER ARBOREA 'AUTUMN BRILLANCE'/SERVICEBERRY
8'-10' HGT,
1 1/2" CAL
B&B
_
TTRRUUNNK, MIN. 3 TRUNKS
FL
FRANKUNIA LASIANTHUS/LOSLOLLOY BAY
10'-12' HGT.
2 1 /2 CAL.
B&B
MATCHED SPECIMEN
LN
LAURUS NOBILIS 'AUREA'/SWEET BAY
6' HGT.
B&B
MATCHED SPECIMEN
MG'LG
MAGNOLIA GRANDIFLORA 'LITTLE GEM' / UTTLE GEM MAGNOLIA
8'-10" HGT'
1 1 /2 CAL
B&B
MATCHED SPECIMEN
QH'D
QUERCUS HEMISPHERICA 'DARUNGTON' / DARUNGTON OAK
10'-12' HGT.
2 1 /2 CAL
B&B
MATCHED SPECIMEN
BT'K
BERBERIS THUNBERGII 'KOBOLD'
20-24-24" HGT SPD.
0
20
CON.
MATCHED SPECIMEN
GA
GARDENIA AUGUSTA'KLEINS HARDY/GARDENIA
30"-36" HGT.
30"
CON
FULL MATCHED
SPD.
HF
HYPERICAM FORRESTII/ST. JOHNSWORT
HGT.
18"-24 24w SPD.
20
CON.
MATCHED SPECIMEN
HM
HYDRANGEA MACROPHYLLA 'DOMOMI'/ BIGLEAF HYDRANGEA
30"-36" HGT.
CON
FULL MATCHED
30" SPD.
IA
ILLICIUM ANISATUM/STAR ANISE
30*-36" HGT.
30 SPD.
CON.
MATCHED SPECIMEN
IC'C
ILEX CRENATA 'CONVEXA'
30"-36" HGT.
30" SPD.
CON
MATCHED SPECIMEN
LA
LEUCOTHOE AXILLARIS / COASTAL DOG HOBBLE
18» 24" HGT'
20 -24.SPD.
CON.
MATCHED
30HGT'
MC
MYRICA CI=RIFERA /WAX MYRTLE
30'0 SPD SPD.
CON
MATCHED SPECIMEN
VA
VACCINIUM ARBOREUM/SPARKLEBERRY
30" SPD,
CON.
MATCHED SPECIMEN
V
VIBURNUM LENTAGO V. SPHAEROCARPUM/BLACK HAW
48- 64' HGT'
46 SPD.
B&B
MATCHED SPECIMEN
VN
VIBURNUM NUDUM POSSOM HAW VIBURNUM
/
30*-36" HGT.
30 SPD.
CON.
MATCHED SPECIMEN
H'SD
HERMOROCALLIS STELLA D'ORA
2 GALLON
CON
FULL MATCHED
MS
MISCANTHUS SINENSIS 'MORNING LIGHT' / JAPANESE SILVER GRASS
3 GAL
CON
FULL MATCHED
PA
PENNISETUM ALOPECUROIDES 'CASSIAN' / CASSIAN DWARF FOUNTAIN
3 GALLON
CON
FULL. MATCHED
GRASS
3W-36" HGT.
MATCHED SPECIMEN
CA
CLETHRA ALNIFOLIA ' HUMMINGBIRD'/ SWEET PEPPERBUSH
30' SPD,
CON.
PLANT POND EDGE
48"-60" HGT.
MATCHED SPECIMEN
WB
ITEX VERTICILLATA ' SPRIBER, BERRY NICE' / WINTERBERRY
360 SPD.
B&B
PLANT POND EDGE
MATCHED SPECIMEN
PC
PONTEDERIA CORDATA/PICKEREL WEED
1 QT.
CON,
PLANT TO 12-18" OF
WATER DEPTH
MATCHED SPECIMEN
SCW
SCIRPUS CYPERINUS/WOOL GRASS
3.5 - INCH POT
CON,
PLANT TO 0-2" OF
WATER DEPTH
Sg
SPARTINA BAKERI/ CORD GRASS
3.5 - INCH POT
CON.
MATCHED SPECIMEN
PLANT TO 0-2' OF
WATER DEPTH
TC
TYPHA LAXMANII/ GRACEFUL CATTAIL
3.5 -INCH POT
GON.
MATCHED SPECIMEN
PLANT TO 0-12' OF
WATER DEPTH
NOTE: KEEP SPACING OF PERENNIALS EMERGENT
CONSTANT. ADJUST SPACING AS NECESSARY.
PLAN' EMERGENTS AFTER POND REACHES NORMAL POOL
ELEVATION OF 45.0
TOP OF POND ELEVATION 47.5
VARIES, SEE PLANT LIST
VARIES, SEE
PLANT LIST —
FOR DEPTHS.
TEMPORARY POOL ELEVATION 46.0
NORMAL POOL ELEVATION 45.0
IPERMANENT POOL
��II III II �
PLANT PERENNERIAL
EMERGENTS PER LOCATIONS
ON PLANTING PLAN, AND
PER SPECIFICATIONS.
N.T.S.
SUPPORT ROOTBALL W1
COMPACTED EARTH
L-DT24 TREE.dwg
ING
RAISED SHRUB PLANTING
N.T.S. L-DT28 SHRUB.dwg
;H
MULCH EDGE
N.T.S. L-DTI6-MULCH.dwg
PLANT PERENNIALS VARIES SEE PLAN/ PLANTLIST
THROUGH MULCH
2" MULCH PER
SPECIFICATIONS
6" ROTOTILLED NATIVE SOIL
AMEMDED AS PER
SPECIFICA11ONS
RIPPED SUBSOIL \ r
oo
UNDISTURBED SOIL I `�
PERENNIAL PLANTING
t
% N.T.S. I- DT03-PERENIALdwg
PLANTING PLAN &DETAILS
20 10 0 20 40 60
REVISI❑NS
BY
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DATE
5/19/04
SCALE
DESIGNED BY
J
DRAWN BY
DJ
CHECKED BY
dws
JOB
2003002
SHEET
LA-4
I OF 7
SHEETS

JOINT SEALANT
BACKER ROD --
COMPRESSIBLE FI
EXPANSION JOINT SEE EXPANSION JOINT
SPECS FOR JOINT SEALANT
TYPE
BACKER ROD
COMPRESSIBLE FILLER
CONTROL JOINT SEE SPECS `\
FOR JOINT SEALANT TYPE
6X6X1OX10 WWF ---- -- — AS SPECIFIED 'I jM I l--I 11=1 11=1 11- r '4
COMPACTED SUBGRADE-111-111---111_-�--11 [; _I I 1=I I r_
ROOM FINISH
" ( MIN) CLEARANCE
N
CONCRETE SIDEWALK
1/2"=1'-O" 0 1' 2' 4' L-DT08-SIDEWALK_MEB.dwg
BRICK CAP DETAIL, 15'
SLOPE TYP.
7
1 1 /2"
RAKED JOINT, TO MATCH
BUILDING, TYP.
BRICK VENEER (YO MATCH ---
BLDG)
DURA WALL REIN. HORIZONTAL
EVERY OTHER CMU JOINT
8"X8" CMU, GROUT FILL CELL -
SOLID
2 J3 REBAR
4"
`1'��
F
19
1.5"-T
CAP PLAN
N
SAWCUT TYP.
3/8" MORTAR JOINT
Ml!*4X4 BRICKS (TYP)
swat cAP oErA>L __
0
Q
FINISH GRADE
rlR
3'-0" SQUARE
BRICK VENEER DUMPSTER COLUMN
3/8"=1'-0" 0 2, 4, 6, I-dt07-DumpColumn_MEB.dwg
Lu
r
a
Q
FACE OF BUILDING / EDGE OF
CANOPY
_ WHITE RIVER ROCK AS
SPECIFIED, 4" DEPTH, 1" MIN.
DIA.
57 STONE, 12" DEEP
R1/2" 6" 2'--0" VARIES (SEE LAYOUT PLAN)
R 1/4" 1x6 WOOD EDGING, GROUND
CONTACT 0.4, P.T. WALK
o
----- PLANTING BED
EXPANSION JOINT
2'-6" 6" PERFORATED PVC W/FILTER PITCH TO DRAIN
IL
SPILL CURB SOCK, SLOPE 1/2 % MIN. TO
SECTION A -A OUTLET. 8" SOLID PVC FACE OF WALK
BETWEEN DRAIN AND OUTLET 1:12
R
1--iii—I P.T. 1 X2 STAKE AT 4'0" OC.
GROUND CONTACT 0.4
n 10'-0' MAX. I I I=III=I I BUILDING FOOTING
BETWEEN JOINTS-
IIWIPE DOWN CURB
FRONT VIEW " ` -5
2t-0"
CONCRETE CURB AND GUTTER 12 FRENCH DRAIN HANDICAP RAMP
1/2"=1`-0" 0 �, 2' 4' L-DTI0-MEB_cur6.dwg LA-5 3/4" = V-�0" 0 Z, 3, I-dt11-MEB_fdr.dwg LA-5 1/4"=1'-0" 0 2' 4, e, L-DTI-HCW-BURG.dwg
CONCRETE CURB `
AND GUTTER "
FINISHED GRADE
ELEVATION
WIPE DOWN CURB
1/2"=1'-O" 0 i, Z, 4, L-DTI6-MEB_WDC.dwg
3' X 4" X 1/4" GALVANIZED ANCHOR WITH FLANGE.
1 /2" DAM. HOLE.
BOLT 2"XB" WITH 3/8" X 3" GALVANIZED CARRIAGE
BOLT (TYP.) WITH WASHER.
0 2"X8" NO. 1 GRADE P.T.
BRICK VENEER (BRICK TO MATCH
BUILDING BRICK) W/RAKED JOINTS
8"X8" CMU
SECTION
COUNTERSINK BOLT HEAD
OUTSIDE
INSIDE 1"X6' CEDAR PICKET
81X8" CMU 2"XS" N0. 1 GRADE P.T. STRINGER
PLAN BRICK COLUMN, TYP.
ANCHOR DETAIL
3/4" = 1 `-0" 0 1, z, 3, I-dt06-DumpAnchor_MEB.dwg
u
I
PROVIDE "VAN ACCESSIBLE" SIGNAGE AT D R I V E ATM D❑ NOT
LOCATIONS REQUIRED BY CODE AND/OR T H R U LEFT LANE ENTER
AS INDICATED ON DRAWINGS. a A T M'v ONLY
TYPE A TYPE B TYPE C
HELVETICA STYLE
LETTERING -REFLECTIVE
2' GALVANIZED STEEL CHANNEL TYP.
FINISHED GRADE
NOTE:
1. ALL SIGNS SHOWN SHALL CONFORM
TO U.S. MANUAL SPECIFICATIONS.
2. ALL SIGNS SHOWN SHALL BE
REFLECTORIZED TO SHOW THE SAME
COLOR BY NIGHT AS BY DAY.
3. ALL SIGNS SHALL BE SECURELY
11, i l l 1=1 i t I I=1 I I III I EI r= I I I I I l I
MOUNTED GALVANIZED STEEL
I=F=1 ll 1 I I ��
I I—J I ' I —I 1 I I I:
POSTS.
-II1=1 I 1=1 �_]
III II-
4. INSTALL QUANTITY AND AT LOCATIONS
:1^I
REQUIRED BY CODE AND/OR AS
-I I 1=i I I—' -lTi-1
INDICATED ON DRAWINGS. CONFIRM ALL
HS-2 HS-1
HANDICAPPED SIGNAGE CODES.
VAN ACCESSIBLE STANDARD SIGN
SIGN
s HANDICAP SIGN
LA-5 1/2"=1'-0" ., ,,,
., L-DTIQ-MEB_hc.dwg
45' TO POINT
1 "x6" CEDAR PICKET
1/4" MAX GAP BETWEEN PICKETS
!"X8" NO. 1 PT STRINGERS
ANCHOR DETAIL TYP. 0 EA.
STRINGER
BRICK VENEER DUMPSTER
COLUMN (SEE DUMPSTER
ENCLOSURE PLAN FOR
SPACING OF COLUMNS)
DUMPSTER PAD W/
BOLLARD
L1 x6 WOOD EDGING, GROUND
CONTACT 0.4, P.T.
P.T. 1 X2 STAKE AT 4'0" OC.
GROUND CONTACT 0.4
DUMPSTER SCREEN
1/4" - V-Ow 0 2' 4' 9' I-dt05-DumpFence_MEB.dwg
a
0-
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a
cal x
DIRECTIONAL SIGN
NTS
SMOOTH CONCRETE DOME
8" HD PIPE BOLLARD, CONCRETE
FILLED, W/DOME TOP
PAINT NCOOT SAFETY YELLOW
6X6 2.9/2.9 WWF. MIDDLE
OF CONCRETE PAD, 4"
CLEARANCE AROUND ALL
EDGES
a l.n1 u1 +Y nnn.r
DEPTH 6" CABCJ
I-
3' MIN. CLEARANCE _ I1
24' DIAMETER CONCRETE I.I
FOOTING
2 DUMPSTER PAD WITH BOLLARD
A-5 1/2"=1-0" o it 2' 4'
CONCEAL SIGN PANEL
FASTNER
ALUM. CAP ENCLOSURE
KYNAR COATED ALUM.
SHEET FACES (SHEETS
FASTENED TO BOTH
SIDES -EVEN IF COPY IS
ONLY ON ONE SIDE)
2"X2" ALUMINUM SQUARE
POST
FINISH GRADE
ASPHALTIC COATING 13N
ALUM, BELOW GRADE
L-DT09-BURG_DSl.dwg
.•ra un� ern nn�nr
�--8' CONC.
AS
SPECIFIED
L-DT04-SCK-DUMPAD.dwg
kNCHOR, TYP.
DUMPSTER
SCREEN , TYP.
BRICK VENEER
DUMPSTER
COLUMN, TYP.
J
DUMPSTER ENCLOSURE PLAN
3/16" 1'-0" 0 4„ a, 12, I-dt08-DumpEnclosurc_BURG.dwg
SMOOTH CONCRETE DOME
6" DIAMETER HEAVY DUTY PIPE BOLLARD,
CONCRETE FILLED BOLLARD -PAINTED MATTE
BLACK
FINISH GRADE
18' SQUARE CONCRETE FOOTING
NOTE: THIS DETAIL IS FOR BOLLARDS
OUTSIDE OF DUMPSTER ENCLOSURE
FIXED BOLLARD
3/4'=1-O" 0 1, 2, 3, L-dt25-bollard-MEB.dwg
SITE DETAILS
REVISIONS
BY
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DATE
5/19/04
SCALE
N TS
DESIGNED BY
DJ
DRAWN BY
DJ
CHECKED BY
iws
JOB
2003002
SHEET
LA-5
5 13F 7
SHEETS

REVISIONS I BY
r
i
1. EXCAVATE A 6"4" TRENCH ALONG THE 2. ATTACH WIRE FENCE (HOG WIRE) TO THE
LOCATION OF THE FENCE. DRIVE POSTS POSTS AND EXTEND THE BOTTOM 12" INTO
18"INTO THE GROUND ON THE LOWER THE TRENCH.
SIDE OF THE TRENCH.
PROVIDE DRAINA
AWAY
EXIT LOCATION TO A SEDIMFENT THE
TRAPPING DEVICE.
=FF �II oT�iISF�R -SITE PAVEM°ErNT: /
----�� / I-� I I� KEEP A BROOM AND 27 3/4"
SHOVEL
TR ET CLOSE TO THE
GRAVEL EXIT EXIT TO CLEAN THE
50' MINIMUM
12, g
,XF'fye4i MINIMUM � � '
27 3/4
4:•
Ob
3. ATTACH THE FILTER FABRIC TO THE WIRE +'� �, ,a, PIP A '
3000 #CONC. COLLAR
FENCE WITH STAPLES AND EXTEND THE 4. BACKFILL THE TRENCH AND COMPACT THE 8" VAX e" A
BOTTOM 12" INTO THE TRENCH. USE A EXCAVATED SOIL TO SECURELY ANCHOR
1/20 DOWEL PIN (2 FOR EACH SIDE)
SYNTHETIC FILTER FABRIC. (DO NOT USE THE BOTTOM.
SURLAPI )
9a'. A��'wa' �`'"TM""'"�•► �f NOTE: THE EXIT LOCATION MUST SLOPE AWAY IT IS ADVISABLE TO PROVIDE A
PIPE
1 -I A "k T 4 ^w FROM THE STREET OR STEPS MUST BE SEPARATE ENTRANCE TO REDUCE PLAN OF FRAME
PIPE
F * �H ' L o- N � wo- '� er r '' 4 TAKEN (GRADING FLOWING IN ETC) TO
q TAKEN
RUNOFF FLOWING IS C STREET. TRAFFIC ACROSS THE EXIT AND y` � ;y`42 � r9 t
�`•x �' - w„ 4,b <"` ° x M� �� ASP V t" x . yw 4 ^N' a n S
r/ WEAR AND MAINTENANCE. WT. 120 LBS.
LESS THAN 19
��'yt'", ,•y, .w'.,-.'•"" 1' 9 .3/'4".--_+.,-r s /,`;,o? •9 d'•�' 2 1 2" 74A
EXISTING TREEa ..e. .,
r �p-I I I---1 iT_ A
r--MAX. 10' P CING-r ' �'''°, � � :���'d�' ��,=fi � SECTION B-8
FE� BETWEEN PORTS METAL "T" POST ��"w'"4?•'`.°u
OR 2" X 4"
f7=+IJ� �T EXTENSION OF FABRIC AND WIRE �I I-I�r VARIE
INTO THE TRENCH. •hl'f•
COTE: FENCINO FABRIC r
ORANGE TENSAR GEOGRID Sr LAYER OF 2-3 WASHED STONE
CONCRETE SHALL BE 3,000 P.S,I. (SNOW FENCE) OR EQUAL T ' �` �, >yn'"�k 1 3/ • z O
sYNn�ET1c d,
FILTER FABRIC STEEL POST CONCRETE ENCASEMENT NOT srAPLE ro 2 x 4 PosTS o 0 0 ;,;�'� e © O gg 1--4 Z I
REQUIRED WHEN PIPE ARE OR iTE TO METAL "r POSTS � � � ���� s�TT'•�3' �'r', e' � � � ~ �+
SEPARATED BY AT LEAST EIGHTEEN ` O
BACKFILL "HOG r 1$ INCHES 4' { u !"t A�f�a iI ' G` � art y F�" §� � Kf { I k y� w i` k,-ro. e 4 C �p ""A� 1 1�4
NOT CHICKEN WIRE ( ) :i� r`a i �,y Xt„
CROSS SECTION
,f C�r� 1� !k 9h r d }�rtYf� ai 57 +�� �s � � �h� © L�J
,,,die , :,�''{, M,,r, ''� ,�. 8 aq�mi5 l,t��it�rr�'���, x�F�f�b��Pi;�4 k� � �, �- �;'" �� �, r
NOTES: 4,T u ` 24 t\2
1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF " y.y` �, `:' SIZE VARIABLE lV
IMMEDIATE WORK ZONE IN WOODED AREAS
8 FOUNDATION OF COMPACTEq Z
2. SET 2 X 4 POSTS OR 'r POSTS 3' DEEP CRUSHER RUN STONE _©
WHERE NEEDED TO MAINTAIN MAXIMUM INTERVAL�
3 'TENSAR' OR STRENGTH POLYMER GEOGRID FABRIC BY ` "", , £ � © © r�"� Q O
! Frir� TEN5AR CORPORATION, MORROW, GEORGIA. 9 N ,.
SECTION A -A
AN ACCEPTABLE ALTERNATIVE TO BURYING THE BOTTOM OF THE �„" v0"" �," 1 3/eT W iY� O O
FENCE IS TO LAY 12" OF THE FENCE AND FABRIC ON THE GROUND �'a 6" CONC:0°" �1.' .0 .. 6" " jri�, Q \E+ .0 1C.1
AND COVER IT WITH 6" OF WASHED STONE, BUT NOT JUST STONE. ," PLAN OF GRATE �"' ►� ""
I WT. • 132 LBS
W 94 P•
2 STANDARD CONCRETE -
rT� SILT FENCE �,.� NTS TREE PROTECTION FENCE 4 CONSTRUCTION ENTRANCE s YARD INLET
LA-6 NTS ENCASEMENT FOR PIPE CROSSING �,-� NTS LA-8 NTS LAre NTS
-- - - �.
1=
a�a
GU
oaa.62E
14 N x
� L. is FINISHED RADE
z�5
E VY D EANOU7 BOX I LUG METALLIC LOCATOR TAPE
- FINISH GRADE HEAVY DUTY COVER GENERAL NOTES: FINAL BACKFlLL SHALL BE INSTALLED FOR
ALL PVC WATER MAINS 18"
HEAVY DUTY CONCRETE WITH LETTERS "C.O." END SECTIONS TO BE USED ONLY WHERE O BELOW FINISHED GRADE,
CAST. SHOWN ON PLANS OR LOCATIONS AS
6" V 6° DIRECTED BY THE ENGINEER.
' HUB END ON OUTLET END
a'� O „ 4'� ENDWALLS TO BE PLACED ON FLARED END v
10 1 SECTIONS. SPIGOT END I SLOPE 3:1 SLOPE
HOEHN H '-"� � ,' � ,' � ADJUSTABLE HEAD 4" MIN. CONCRETE ON INLET END SECTIONS. III
OF PIPE ONLY WHERE SHOWN ON
ENCASEMENT <°: ;'. PLANS OR AS DIRECTED BY THE ENGINEER. CO) ..
jjlj j{ u 1 '" r 1:1 SLOPE "
CLEAN OUT SERIES 58310 X 2'- p" �( ALL CORNERS TO BE CHAMFERED 1.
MADE BY JOSAM T}I qN w � NORMAL FILL FLARED END SECTIONS ARE NORMALLY Z '" `'' 2'-Q"
REARED CLE SLOPE USED ON PIPE WITH SKEW ANGLES BETWEEN (Si LIJ >'•+' UNDISTURBED SOIL
SHORT LENGTH OF CAST MANUFACTURING CO., OUT PLUG
OR APPROVED EQUAL r • +,iU a 75 AND 105 DEGREES. INITIAL BACKFILL
DETAIL WHERE CONCRETE IRON PIPE FURNISHED FOR u ��ra `" 07.
WITH SCORIATED STEEL BACK RO CULVERT z W
PLAN AT CURB INLET CURB USED IN PLACE CLEANOUT BOX END SEC11ON
COVER AND BRASS ENCASE IN CONCRETE ENDWALL � � Wa '�'�"''�''•"'�''�'�''�
OF HOOD INTERNAL PLUG. 2500 PSI MINIMUM
CLEANOUT BOX IS PLAN ELOPE DETAIL EDGE OF SURFACE s" J f •ti 67 STONE (SEE NOTE 5)
INDEPENDENT OF ENDWALL Yq LL
SPRING LINE
PIPE AND THEREFORE WYE 12" ' :; t �? R�,4e4F c L1i HAUNCHING PIPE GRADE
NC DOT STD. 840.03 IS FREE TO MOVE "10 a 5" BEND 4
HOOD, FRAME, &GRATE WITH THE SETTLEMENT H BAR 0FABRIC H� f�' y ryj � OF THE GRADE
CAST IRON PIPING ;• REINFORCEMENT 1 SLOPE TOP OF 0 4" BEDDING
(DUCTILE IRON) FOR PIPE SIZE AND "gyp
MATERIAL, REFER TO • �� C B SLOPE ro (n Q
"'� a;K " 3" °. n DIAMETER OF CULVERT C7 CA WORK WELL UNDER BOTTOM
PAVEMENT e 6 GRADING PLAN. il.. , xx r "
26" tl' 26" „'1, .., I R OF PIPE so I: ;•�; r a '�s . � ,,� •� PLUG, DEPENDING � " ENDWALL c� °D W © 6 O.D. OF PIPE 6 MINIMUM SIDE CLEARANCE
MASONRY WALL '. +" ."� ° �' I I- LU 12" O.D. OF PIPE 12" MAXIMUM SIDE CLEARANCE
• ' 1 bN LOCATION
TO FIT PIPE 1 q: TO FIT PIPE ".' r - = r = V
8" 8" 6" �,4 r�,s 6
SIZESIZE ,�� PROVIDE PLUG WHERE C.O. IS OTHER 6"
THAN IN -LINE, OR WHERE REQUIRED � � �m x., � ex „� � �.��°� STEEL SIDE RO K � G E G m �
wa«zi ir, d?1' L \ 2'-0" 1'-6"
OUTLET PIPE ,;• "�� o-• ��"�° w �' �� F ` Z
12" THRU �w4 12" THRU X:S; a -•-FLOWLINE Uj
SECTION X-X FRONT ELEVATION
CONCRETE FOOTING 54 •,t NOTES
54 I'''+' 6" PLAN IN SKEW
SHEET 1 OF 1 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE
,_.�;+,.,I'� ,.,� ;,, ' ,,•,rr; y,.e; �•. !�, P; s,,.�y 4v.o-,}, t FLOW TAKEN FROM THE INSIDE FACE OF THE SHORING AND THE BRACING.
310.01 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFIL,
SECTION AT MASONRY SECTION AT CONCRETE 3. ALL BACKFILL MATERIAL SHALL BE SUTIABLE NATIVE MATERIAL.
CATCHBASIN CATCHBASIN 4. BACKFILL SHALL'BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12" IN
NON -TRAFFIC AREAS.
5. TO BE USED WITH PVC AND ABS.
8 CATCH BASIN SANITARY SEINER SERVICE B SANITARY SEWER SERVICE g FLARED END SECTION
LA-6 (e'O� TYPICAL TRENCH BOTTOM-
NTS CLEANOUT NTS CLEANOUT TRAFFIC RATED NTS LA-e NTS NTS
LIFT HOOKS
CARRY RIP -RAP UP 3'-6' PLACED BOTH WAYS
SIDES OF SPILLWAY ND, 3 REBAR
CONCRETE BLOCK/ vv
DEWATERING A A
3' MIN. \, I I 3, 6, °.' ° CLAIS °'A' CONCRETE °
17 MOLDED FIBERGLASS ENCLOSURE ADJUST TO TOP OF BRICK
:;• �11 RIP RAP � � � , '1�.� h 1. r�, � o
1' FREEBOARD MIN, ��; `\ �� ` ��' � , �
a :,=" / tit , ,
t .�• v .,r. �"� I' '•' '{ 'yi�,+l' 1/2 PLASTER
•,,:•. y. .�, �`: '?,�•
''a'�,.•t,',,:..,1° ,y ^4'r: .r':, "•.'. s, ��.,,?.. ?t,•.i'v', R'• ir". / p ,�,i',C ;;,�,,„,, 1♦ �
-
,�` `..w,, •t:. / a •,• , h �� B' MINIMUM 1 OVER B' DEE { . ~
3' MIN. '^yy�%" rJ'`'ripta E[iX „++' '•:r�• / �. / :' ]; is CP o r 12' MINIMUM UP lu
ti :. ,,, ':,, °i°'••� : J%y % -,, O FROM CURB, .,
�t�^ 3 lr �� -SUPPORT 3 AND LARGER TOP DF 6 .p
Y;J2,'t"�•` + „ •• •: (. , ` I �.0' •, ,y i', „•,,, , •f�: , ,Au-i"t(''d / 't"`J?1 i .w'v�1"y?.,1;7', A.�r. ■ ° 6 p
0 /��iy�^y o0 60" MAX. POSITIVE DRAINAGE
.��� fi� f �3:. � ., ;FP,F i 7I4r3•Ps I, ,�� � ' ' +,, �+ i O OA W Y' �O� � 0�1 O �� .•`�-'� w ■ °■ q ° •
12 MIN.TWICE THE SIZE OF RPZ. r
3' MIN. I \ , ° ° r , a A ar r ■ r r° r
I ° r
a 1Y ° ° •
2:1 SLOPE, GRAVEL FILTER ' ,' 'f �: 'y ',d•�' '41, * "s, '►ra•. �. 1 � •' '.. � _ a� ; °� rr � rya,' ■ ° � °° �
SECTION THRU BERM 8C FILTER PERSPECTIVE VIEW TEMPORARY SEDIMENT
3000 PSI CONCRETE a r ■ • ° r + r ; r • ■ ° r r is
POOL WIRE SCREEN
CARRY RIP -RAP UP r + • r ° r = n r p ■ r °
2 s a •�
NAlN MIN. SIDES OF SPILLWAY '�" "•.•, ,,', " "ti T� PLAN
1' -41
MIN. ' `'' ' ` ' ' 16" LID
TOP OF BERhd 2' MAX. ` �b+,,�yl•' �' ,':'�'"¢°y 1
TOP L VATION OF STORMWATER 1' FREEBOARD MIN. '' +'"
�15 WASHED ROD BACK TO VALVE NOTESI
1' FLOOD STORAGE ZONE y,� �" 1 MAX y s i i� Tlil .... 4_­. DEWATERING I) FOR �4' RCP & LARGER USE PIPE •
STONE „Aye --11I wrI LI li i :i I� 31 11I I -I ff 1
3' MIN. r :_ „I ; , fi l ,f i'. i I X T T �„ �i l NOTES:DIAMETER PLUS i2" FOR
c {?, •: I; I 'fr: 1'f +t.' MINIMUM INSIDE DIMENSION,
4 MIN. 3' SEDIMENT STORAGE ZONE (TOTAL BASIN OAPACITY)Y� rtin« �+ s, i r„ y'
S x SEDIMENT 2) USE 4X4X8 OR 4XSXI6 SDLID
1.5' MAX. SEDIMENT DEPTH z r} r ,.('.,,;,-_,, T* ; Iif7 III: a ' .t CONSTRUCTION SPECIFICATIONS
i r' i 11. ALL ABOVE GROUND VAULTS MUST HAVE ADEQUATE DRAINAGE ( TWICE THE SIZE
} 1 R!P RAP rl r „T-_.i,; ? ; -?] " �` ) d° CONCRETE BLOCK, CAST IN PLACE
- . 'r 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE OF THE R.P. OR EQUIVALENT OR PRECAST CONCRETE TO MEET
' • •'' ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL NCDOT STANDARDS ACCEPTABLE, •.
15' MIN. f+II8' MIN. N DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED 2. R.P.'e MAY BE LOCATED IN BUILDING PROVIDED THERE IS NO OTHER UNPROTECTED
MAXIMUM LEVEL OF SEDIMENT COLLECTED. AT LEAST 2 INCHES BELOW THE CREST OF THE STORM TAPS BETWEEN THE MAIN AND THE BUILDING.
CLEAN BASIN WHEN THIS LEVEL IS REACHED DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT 3, ABOVE GROUND INSULATED CAN BE " HOT BOX ' OR EQUIVALENT
SECTION THRU BASIN & FILTER AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. FOR YEAR ROUND USE.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2 x 4 WOOD STUDS THROUGH ,4. IRRIGATION R.P.'S THAT ARE REMOVED TO PREVENT FREEZING IN THE WINTER
BLOCK OPENINGS, MONTHS MUST BE CAPPED OFF, T`
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE 4'' w .dOTEa:
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL Filter blanket
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE,
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS SECTION A --A
3. USE CLEAN GRAVEL, 3/4-- TO 1/2-INCH IN 1. La is the length of the riprap apron.
DIAMETER, PLACED 2 INCHES BELOW THE TOP 2. d = 1.5 times the maximum stone diameter but
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND n
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED not less than 6
STONE IS RECOMMENDED, 3. In well-defined extend the apron up the
channel banks to an elevation of 6" above the
maximum tailwater depth or to the top of the
bank which ever is less.
4°-4' -"I 4. A filter blanket or filter fabric should be
installed between the riprap and soil foundation.
r TEMPORARY SEDIMENT TRAP INLET PROTECTION 13 REDUCED PRESSURE STANDARD JUNCTION BOX
LA-s NTS NTS �-6 BACKFLOW PREVENTER NTS �,�,_s NTS �15 ROCK OUTLET
�-6 PROTECTION NTS SITE DETAILS
LINE OF CATCHBASIN
BACK OF CURB HEAVY DUTY COVER
H A UTY CL W P
DMAD19 W AND OONCREIE QUANTI'M FOR ENDWALL
S1RAIsfif p�lllli
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� •
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3.008
18"-2 a_w wt.7
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CLIXz
DATE
5/19/04
SCALE
N.T.S.
DESIGNED BY
J
DRAWN BY
LR
CHECKED BY
MVz
JOB
2003002
SHEET
LA-6
OF 7 SHEETS

l
1 TOP OF BASIN ELEVATION 47.5
2 SPILLWAY
3 OUTLET
LA--
LA-7 STRUC R
•
CROSS-SECTION
1
PERMANENT POOL ELEVATION = 45.0BL
\`
PERMANENT POOL SURFACE AREA - 8486.0 SO FT
s
APPROXIMATELY 180 FT x 50 FT
`
\
N 8507' 26' E
CONTROL
\ ►
CORNER
`
'Ir
CS
1
, r
4-0
AN
ORIFICE UPPER INVERT ELEVATION - 45.0
WEIR #1 ELEVATION 46.0
WEIR #2 ELEVATION = 46-8
(SE4 SPILLWAY DETAIL)
430.00'
A 1 \
1j 1 i
+51.5 1i
i 1 11j + 1.50 ti iM
RIM 48.48 f it a
TC 48.98 1 J +51.50 4
1 ' BC 49.40
TC 49.90
j j 1 N +49.4 BC 49.40 ]
B TC 49.90 4�
11 1� 1 1 f 51.25
1 111 �1 11 1 BC 50. 1 1 (-j 1 ` 49.94 TC 51.3� 89
SC 49.40 TC 44 1 1 o s 51.25
1 11 1 TC 49.90 1 50.74
5 FFE 51.75
1 1t 1 BC 501
C.50.9 ..°,.
1 111 1 1 � 1 �
eo a
51.25 °
0.3
0.24
SUBBASIN #1 (TO POND) � 1
a
1 AREA = 1.67 ACRES BC 4� 47 51.75 5 J
1 ,f RIM]
A` r
RI M 47C 48.7 TC 4 9.5 +49.48 11 1
. s i TC 48.17 c 49.92 }
� 4 51.25 r �
C 49.67$ 51.25
C 50.17
4s 50.32
50
RIM 47.50 �ti BC 47.90 9 �✓ 50 L J
STORM LEGEND 1 TC 48.00 rc a.4�
FEY, YARD INLET ` 145
L /
Aft
� L J EXISTING CONTOUR `� ` ,� 47
46 NEW CONTOURS ��� S 850726 W
47
--------•--- TOP OF DETENTION BASIN SE_C(T4.Z0 SIGN _
STORM DRAINAGE
9e8;°; ° -- ROOF DRAINAGE SYSTEM
M CATCH BASIN
CA FLARED END SECTION
� m SUBBASIN BOUNDARY
S 225.0050 PROPERTY BOUNDRY 1
DIRECTION OF FLOW WET DETENTION BASIN
LA-7 1' = 20'
6" PLUG VALVE
,,-WEIR WALL
HAND WHEEL
ELEV-48.0
WALLS TO BE DESIGNED BY
WEIR WALL
LF 6"
OTHERS (CONCRETE WORK TO
2 D!P
BE PROVIDED BY GENERAL
CONTRACTOR. REINFORCING
VALVE TO BE M4H
ELEV-46.8
STEEL AND STRUCTURAL. WALL
STYLE 820 XCENTRIC
SHOP DRAWINGS TO BE
OR EQUAL
SUBMITTED BY A NORTF
ELEV--46.0
CAROLINA LICENSED ENGINEER
FOR APPROVAL PRIOR TO
BEGINNING CONSTRUCTION)
6" PLUG VALVE
2 LF - 3.0' SCH 40 PVC INVERTED SIPHON
WITH PVC END CAP. CAP TO BE PROVIDED
r LF 6" DIP
'
WITH A 1" ORIFICE. (SEE SPECIFICATION)
NCDOT CLASS B RIP -RAP
14.0' W/4'0 #57 STONE
'
UNDERLAIN BY FILTER FABRIC
ELEV-45.0
..........'..'....
...........
'.'.'.'..' BERM
• a
CONCRETE SUPPORT PAD O1
4" THICK W/MIN T&S STEEL
. • ' • • ' . • • '
# r'. ANTI -SEEP COLLAR (X1)
+,'.'............
WEIR WALL
CROSS SECTION
2 LF 6"
DIP 2 0, �I
6" MIN
NTS
WEIR WALL PLAN VIEW
NTS
� SPILLWAY
NTS
2' Z 6' 2'
ELEV-47.5Im1+
6" PLUG VALVE
6. Z 2,
ELEV-47.5
WALLS TO BE DESIGNED BY OTHERS
(CONCRETE WORK TO BE PROVIDED BY
GENERAL CONTRACTOR. REINFORCING STEEL
AND STRUCTURAL WALL SHOP DRAWINGS
TO BE SUBMITTED BY A NORTH CAROLINA
LICENSED ENGINEER FOR APPROVAL PRIOR
TO BEGINNING CONSTRUCTION)
50
RIM 4 .
TC 50.33
1 .00
TC 51.50
f
1 BC 51.53
TC 52.03
+51.62
BC 51.00
TC 51.50
� h
RIM 49.50�0" RIB
TC 50.00.. / TC
STAGE ONE WEIR-
ELEV - 46.0
LENGTH - 2.0 FT
4O
Ir
SUBBASIN #2 (POND BYPASS)
AREA - 0.50 ACRES
ti
t
NOTE: CONTRACTOR] TIE
CONTOURS INTO FINAL
ROAD GRADES. (FINAL ROAD
GRADE TO
Iff OTHERS),
STAGE TWO WEIR
ELEV - 46.8
TOTAL LENGTH = 12.0 FT
3.0"0 SCH 40 PVC INVERTED V
SIPHON WITH END CAP. CAP TO BE
PROVIDED WITH 1" ORIFICE. (SEE SPECIFICATION)
UPPER (HORIZONTAL) INV = 45.0 2 LF 6"0 DIP EMERGENCY DRAWDOWN
PIPE EQUIPPED WITH TYPE M4H STYLE 820
X-CENTRIC OR EQUIVALENT VALVE
2 LF - 3.0" 0 SCH 40 PVC INVERTED SIPHON
WITH END CAP. CAP TO BE PROVIDED WITH 1"
WEIR WALL PROFILE EXCAVAT(SEE OSPECIFICATION) VERT AS NECESSARY
NITS WITH 1' MIN CLEARANCE.
UPPER (HORIZONTAL) INVERT - 45.0
LOWER INVERT - 43.5
WEIR WALL ISOMETRIC VIEW
NTS
TOP OF BERM ELEV. - 47.5
100 YR WS ELEV - 47.0 ELEV 46.8 REMOVE TEMPORARY PLATE
BLOCKAGE WIER FOR
EROSION CONTROL AFTER
ALL
10 YR WS ELEV - 46.7 ��� MEASU ESOAREONTROL NO LONGER
NEEDED.
ELEV 46.0
PERMANENT POOL ELEV. - 45.0
K`3�OUTLET STRUCTU
INVERTED 3.0"0 SCH 40 PVC SIPHON -
WITH END CAP. CAP TO BE PROVIDED
WITH 1" ORIFICE. (SEE SPECIFICATION)
UPPER (HORIZONTAL) INVERT - 45.0
LOWER INVERT = 43.5
EXCAVATE AROUND ORIFICE
AS NECESSARY WITH 1' MIN
CLEARANCE
RE CROSS SECTION
m Lp-] ^_CI NTS
J C./
I
N
1
4
J
WALLS TO BE DESIGNED BY OTHERS
(CONCRETE WORK TO BE PROVIDED BY
GENERAL CONTRACTOR. REINFORCING STEEL
AND STRUCTURAL WALL SHOP DRAWINGS
TO BE SUBMITTED BY A NORTH CAROLINA
LICENSED ENGINEER FOR APPROVAL PRIOR
TO BEGINNING CONSTRUCTION)
1
w
KEY TRENCH (SEE BERM SOIL
5' MIN. AND COMPACTION SPECIFICATIONS)
NCDOT CLASS B RIP -RAP
A FILTER BLANKET IS TO BE
INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION. THE
FILTER BLANKET WILL CONSIST
OF A MINIMUM 4" THICK LAYER
OF #57 STONE UNDERLAIN WITH
MIRAFI FILTER WEAVE 700
OR APPROVED EQUIVALENT
OUTLET STRUCTURE NOTES:
1. THE OUTLET STRUCTURE IS TO BE A TWO STAGE WEIR WALL WITH AN INVERTED 2 LF - 3.0 INCH DIAMETER SCH 40 PVC DRAWDOWN
SIPHON. THE INVERTED END OF THE SIPHON SHALL BE EQUIPPED WITH A PVC CAP WITH A CENTERED, DRILLED 1.0 INCH ORIFICE. THE
CAP SHALL BE ATTACHED TO THE SIPHON BODY WITH PVC CEMENT.
2. THE OUTLET WEIR BE STRUCTURALLY DESIGNED BY OTHERS. THE CONCRETE WORK IS TO BE PROVIDED BY A GENERAL CONTRACTOR.
REINFORCING STEEL AND STRUCTURAL WALL SHOP DRAWINGS ARE TO BE SUBMITTED BY A LICENSED NORTH CAROLINA ENGINEER FOR
APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
OUTLET STRUCTURE MATERIAL SPECIFICATIONS:
1. POND DRAWDOWN IS VIA AN 6" PLUG VALVE. THE VALVE SHALL BE A M&H STYLE 820 X-CENTRIC VALVE OR APPROVED EQUAL
THIS VALVE IS IN ACCORDANCE WITH AWWA C-504 SEC. 5.5. AND SHALL BE OPERABLE FROM TOP OF OUTLET STRUCTURE VIA A
HANDWHEEL (SEE DETAIL).
2. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (28 DAY) UNLESS OTHERWISE NOTED.
3. THE OUTLET SIPHON SHALL BE 2 LF - 3.0 INCH DIAMETER SCH 40 PVC PIPE. THE INVERTED END OF THE SIPHON SHALL BE
EQUIPPED WITH A PVC CAP WITH A CENTERED, DRILLED 1.0 INCH ORIFICE. THE PVC CAP SHALL BE ATTACHED TO THE SIPHON BODY
WITH PVC CEMENT.
BERM SOIL AND COMPACTION SPECIFICATIONS:
1. ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND COMPACTED TO AT LEAST 98% STANDARD
PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTENT. NO BLASTED MATERIALS SHALL BE USED IN THE EMBANKMENT
CONSTRUCTION. SOILS SHALL NOT EXHIBIT SIGNIFICANT SHRINK/SWELL OR DISPERSIVE CHARACTERISTICS.
2. IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST SHALL BE CONDUCTED EACH 2500 SQUARE FEET PER VERTICAL FOOT
OF FILL. FILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 8 INCHES LOOSE THICKNESS.
3. A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS. TRENCH TO EXTEND A MINIMUM OF FIVE FEET BELOW EXISTING GRADE. SOILS
AND COMPACTION FOR KEY TRENCH SHALL MEET ALL REQUIREMENT OF #1 ABOVE.
4. NO TREES OF ANY TYPE MAY BE LOCATED ON THE BERM SECTION.
5. MAXIMUM FILL LIFT THICKNESS FOR BOTH THE EMBANKMENT SECTION AND KEY TRENCH = 8".
SEEDBED PREPARATION
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS. IF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW'').
5.) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF
STAND SHOULD BE OVER 60% DAMAGED. REESTABLISH FOLLOWING ORIGINAL LIME. FERTILIZER AND SEEDING RATES. SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* See seasonal application schedule
NOTE TO CONTRACTOR
STORMWATER PONDS USED AS SEDIMENT BASINS DURING CONSTRUCTION SHALL BE CLEANED OUT (I.E. SEDIMENT, TRASH. ETC.) AND
REVEGETATED (IF NECESSARY) PRIOR TO USE AS STORMWATER PONDS.
STATEMENT OF RESPONSIBILITY
ALL REQUIRED MAINTENANCE AND INSPECTION SHALL BE THE RESPONSIBILITY OF THE OWNER, PER THE EXECUTED OPERATION AND MAINTENANCE
AGREEMENT FOR THIS FACILITY.
GENERAL NOTES:
OWNER/DEVELOPER TO BE RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL APPLICABLE FEDERAL, STATE. AND LOCAL PERMITS
(INCLUDING WETLANDS AND STATE DAM SAFETY PERMITS) FOR CONSTRUCTION OF THE PROJECT.
ALL ROOF DRAINAGE IS TO BE DIRECTED SO AS TO BE INTERCEPTED BY THE POND. ALL RUNOFF FROM IMPERVIOUS SURFACES MUST BE
DIRECTED TO THE POND FOREBAY. SEE SHEET LA-3.
NO WETLANDS, EITHER DISTURBED OR UNDISTURBED, EXIST ON THIS SITE.
MINIMUM SIDE SLOPE OF 3:1
ABOVE NORMAL POOL EMBANKMENT WITH MARSH PLANTS
TOP OF POND ELEV. 47.5 AND SPILLWAY TO MAIN POOL
„_-------- -__w_ _TEMPORARY 1" RUNOFF FLFV. _45.4
_ NORMAL, POOL_ELEV_ 45_0
SEDIMENT FOREBAY
INLET PIPE /
FOREBAY INVIi.RT 41.0
FLARED END SECTION RIPRAP APRON
TOP OF POND ELEV. 47.5
AQUATIC VEGETATION SHELF TO
EXTEND 2 FEET BELOW PERMANANT
POOL SURFACE - - - - -
r--_ _---------_--__-- TEMPORARY 1' RUNOFF EV,. �U.4
NORMAL POOL ELEV. 45.0
PERMANENT POOL
POND INVERT 40.0
TYPICAL POND CROSS SECTION
B_E37 NTS
TYPICAL FOREBAY CROSS SECTION
A-. /1 I NTS
STORM MANAGEMENT DETAILS
/1
REVISIONS
BY
C❑NDITIONAL USE
PERMIT
9/27/04
COMMENTS
DENR
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10/20/04 DENR
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DATE
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SCALE
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2003002
SHEET
LA-7
OF 1
SHEETS