SW7090607_APPROVED PLANS_20090824

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW G4 6O(
DOC TYPE
❑ CURRENT PERMIT
J� APPROVED PLANS
(❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
A�Z_ (�f�'��
YYYYMM D D

WEDLAND
STATEMENT
THERE ARE NO KNOWN OR OBSERVED
WETLANDS ON -SITE
SITE EXCAVATION
REQUIREMENTS:
1. A GEOTECHNICAL ANALYSIS HAS BEEN PERFORMED ON THIS SITE.
REFER TO PROJECT MANUAL.
2. FOLLOW GEOTECHNICAL ANALYSIS RECOMMENDATION FOR SITE
EXCAVATION.
3. REFER TO STRUCTURAL DRAWINGS FOR BUILDING EXCAVATION
REQUIREMENTS.
GENERAL NOTES:
B. SITE CONDITIONS BASED UPON SURVEY SUBMITTED BY OWNER.
FIELD VERIFY EXISTING CONDITIONS BY DETAILED SITE
INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING
CONSTRUCTION.
C. FIELD VERIFY SANITARY SEWER SERVICE CONNECTION INVERT
PRIOR TO ESTABLISHING FINAL FINISH FLOOR ELEVATION.
D. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT
DRAWINGS.
KEY NOTES:
C� LIMITS OF TEMPORARY EROSION
CONTROL FENCE:
REFER TO DETAIL 5/C4
C2 INSTALL CONSTRUCTION EGRESS PER
NOTES AND DETAIL 4/C4
C3 INSTALL X CURB CUT
III J
226
G
5. P
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INSTALL RIP RAP
26.3,TIC _NCDENR f�EGI
25.8 PVT P R, 1 r,
O\G1 D
28.85 SW /
28.65 PVT
1.38%
Ae
29.0 FIFE
O
E
1.66 0
1.660
28.85 SW
28.75 PVT
28.9 SW
28•
28.9 SW
28.85 SW
28.75 PVT
1.75%
1.52%
%
1.52%
1.75%
x
28.85 SW
28.65 PVT
1.38%
N� ti� rye. AZj ALA z
HANDICAPAREA TO BEADA COMPLIANT. SLOPES SHALL NOT EXCEED 2.0% IN ANY DIRECTION IN THIS AREA.
HANDICAP PARKING DETAIL
C1 J SCALE: 111 = 10'
NO WETLANDS PRESENT
ON PROPERTY
a,
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TRAFFIC FLOW
C1 J SCALE: 1" = 100'
CONTRACTOR TO INSTALL
CONSTRUCTION FENCING AT DRIP LINE
OF ALL TREES THAT ARE TO REMAIN
TOP EL=27.8
I I MOBILE HOML EL=27.3
DEVELOPMENT DB_ 1666, PG 935 1I
7 WY 70 W, STE 216 ZONED C-4 K -- OVERFLOW WEIR ELEV.
_H -CITY,
2�5 EL=26.85
7-ICOMMER�CIAL RETAIL
X X
' � VERTICAL BARS �
[. #4'S ® 12"
27 26 v INSTALL 25 LF OF HORIZONTAL BARS-�
18" 0 PIPE. SEE #4'S 0 12"
?60 REFER TO BIO-RETENTION -�� 26 Qx PIPE N�-6"_
O
DETAIL 2/C4 -
O - 23.6
3 INSTALL IORETENTION CELL -
EL g
WATER QUALITY VOLUME �6 ky,' I C
\ 0=3,962CUFT O I MOBILE HOME
OG ryn,, x
x�6 + 21.5 WATER TABLE` IN TALL DETENTION - _ -- PROPOSED 18"0
gPER 26-26 O ETSTRUCTUR� I PIPE CONNECTION TO
IONS %
+ i SE PETAILI4/C1.! " EXISTING CITY SYSTEM
�8, ` o C
p �o
28.0 TC Q C 00 ' 027.5PVT a^� p G'p q1• q
N
8.8 TC 04 I X
'„- + N
\ 24SA 2813PVT8.4 TC
I -- ---
r27' L 28.4 TC- ,\ " N' N VERTICAL BARS
_ S
N MOBILE HOME #4'S 012"
I N -]HANDICAP HORIZONTAL BAR
II
PARKING AREA. a - , x --- -- --- #4'S 0 12"
-p• I•CP N SEE DETAIL 2/C7 - -
-00 I -- I ( 10 X 10 LOW FLOW OIFICE -
N O'Reilly
%p j Auto
p� ..¢c - TO BE COVERED UPON
lJ'1 r,Glly IZUV Paf 1s7 F "xr ! OF BIORETENTION y
INSTALLATION
I 87'-0'x 97'' 0'
SL1 FT = 7 $69 x
7,
\0-632-49/
CONTRACTOR SHALL FIELD VERIFY THAT
PROPOSED GRADES MATCH EXISTING
PAVEMENT AT ALL CONNECTION POINTS.
CONTRACTOR SHALL NOTIFY ENGINEER IF
DISCREPANCY OCCURS.
3.0,
EAST VIEW
NOT TO SCALE
EL = 25.5
f'J.-XEL
C-1 = 23.6
q
r: 4 I
I � A FL170,R E��VAT10h. 29.00' F.F.E. ON � I _ 10" x 10" LOW FLOW OIFICE WEST VIEW
C I J�.. SUCCEEDING SHEETS TO BE 100.Q0) TO BE COVERED UPON INSTALLATION
'y GO q :I o of BIORETENnoN NOT TO SCALE
TOP EL=27.8
EL=27.3
OVERFLOW WEII
EL=26.85
VERTICAL BARS-
#4'S 0 12"
HORIZONTAL BARS-
#4'S 0 12"
EL = 23.6
CORNER -
COLUMN(TYP.)
1
� I
29.18
0 TC
ty 26. zss Pvr , ,
26.4PVT
o �1� 28.9 TC r 'off
N�v G 4 4'x4' DETENTION OUTLET
5°3sa
G �/L • '
I i =
I' eR OF 28.8 TC 5cY4 EGRESS o DEALER cs TRASI� �t C 1 SCALE: NOT TO SCALE
c 3 29.1 T q� 28.3 PVT e°j 7, 0' DOOR COCR ') P
J I °4 28.6 PVT �, 9' {s ° °.
28.4 PVT + 28.5 PVT I c - X
Imo. ti mtk
I N 2 tiA ti� ti��
m�
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b 04
MOBILE HOME
Co
I-
,I EXISTING 2"PIPE-. , > >
I \ AND PUMP 28 6 TC L5 _ i NCDENR REGULATIONS
AINING CURB 9:: VARIES
s INSTALL RIP RAfs PAD PER
RE
'I _ �MIN�
A\ SEE DETAIL 5/C1 I I
n 28.2 PVT 28.3 PVTNEVOR M = 27.3L28.3 PVT 8 EXISTING WI EA 2 5 27.7 PVT 27 ? f' . X
+ d
i GRADE INV=19.87 INSTALL SOLID TOP O a,8 g�FO 6"
' - - C
BREAK
GRADE
2 _ ... -
La N
29 0 ID -
MOBILE 1
2 28.6 TC 28.5 PVT
2S 28.1 PVT 2a.o vT ` 27
27 2 .6 TC : _ ----- _--- --
28
N512111 W 231.61Y 26-
�7 ill
VICINITY MAP
NOT TO SCALE
SPECIAL NOTE:
FIELD VERIFY SANITARY SEWER CONNECTION
INVERT PRIOR TO ESTABLISHING FINAL FINISH
FLOOR ELEVATION. REFER TO SITE UTILITIES PLAN.,
3.0'
NORTH & SOUTH VIEW
NOT TO SCALE
NEENAH R-4859-C (2.4 SQ. FT
OPEN AREA MIN.) INLET GRATE WITH
NEENAH R-4899 ANGLE FRAME
6"
(4'x4') CONCRETE
INLET WITH CUSTOM
TOP LID. ALL
CONCRETE TO BE
MIN 3,000 PSI AT
28 DAYS. ALL STEEL
TO BE fY = 60,000 PSI.
TBM ON WEST SIDE OF ar: SIDE VIEW
STREET 2
N
{ j 24 NOTE: MIN. #4 BARS @ 12" O.C. (ALL WALLS VERT, HOR, &SLAB)
-_-24_ .BSA 23, Q �NST.. _ 3
_ BRUNswICK AVENUE' c�FAN ��ti N AREA INLET DETAIL
1 SITE GRADING PLAN z° ° '� 20 "° 8° C1 SCALE: NOT TO SCALE
C1 SCALE: III= 20' ( IN FEET )
1 inch = 20 ft.
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PIPES NOTES:
1. THE APPROVED PIPE MATERIALS ARE REINFORCED
CONCRETE PIPE (RCP) 8 HIGH DENSITY POLYETHLYENE (HOPE)
2. ALL PIPE IS TO BE INSTALLED PER THE MANUFACTURER'S
REQUIREMENTS AND MEET COVER REQUIREMENTS PER THE
MANUFACTURER.
NC DENR EROSION MODIFICATIONS:
1. THE LATEST APPROVED EROSIONAND SEDIMENT CONTROL PLAN WILL BE USED DURING PERIODIC UNANNOUNCED
INSPECTIONS TO DETERMINE COMPLIANCEAND A COPY OF THE PLAN MUST BE ON FILEAT THE JOB SITE. IF IT IS
DETERMINED THAT THE IMPLEMENTED PLAN IS INADEQUATE, THIS OFFICE MAY REQUIRE THE INSTALLATION OF
MEASURES AND/OR THAT THE PLAN BE REVISED TO COMPLY WITH STATE LAW.
2 ALL REVISIONS REQUIRED BY OTHER LOCAL, STATE OR FEDERAL AGENCIES WMCHAFFECT SITE LAYOUT DRAINAGE
ATTERNS, LIMITS OF DISTURBANCEAND/OR DISTURBEDACREAGE MUST BE SUBMITTED TO THIS OFFICE FOR
APPROVAL A MINIMUM OF 15 DAYS PRIOR TO THE START OF CONSTRUCTION.
3. REVISIONS EXCEEDING THE APPROVED SCOPE OF THIS PROJECT WITHOUT PRIOR APPROVAL OF THE PLAN
SHOWING THE CHANGES CAN BECONSIDEREDAVIOLATION . FAILURE TO COMPLY WITHANYPARTOF THEAPPROVED
PLAN OR WITHANYREQUIREMENTS OF THIS PROGRAM COULD RESULT IN APPROPRIATE LEGAL ACTION AGAINST THE
FINACIALLY RESPONSIBLE PARTY. LEGAL ACTIONS INCLUDE STOP WORK ORDERS AND THE ASSESSING OFA CIVIL
PENALTY OF UP TO $5000 PER DAY FOR EACH DAY THE SITE IS OUT OF COMPLIANCE.
4. THE CERTIFICATE OF PLAN APPROVAL MUST BE POSTED AT THE PRIMARY ENTRANCE TO THE JOB SITEAND
REMAIN UNTIL THE SITE IS PERMANENTLYSTABILIZED.
5. EXCEPT IN THE CASE OFA STORM RELATED EMERGENCY, A REVISED OROSION AND SEDIMENTATION CONTROL
PLAN MUST BE SUBMITTED TO AND APPROVED BY THIS OFFICE PRIOR TO INITIATING ANY SIGNIFICANT CHANGES IN
THE CONSTRUCTION GRADING OR DRAINAGE PLANS.
6. uNLESS THE OFFSITE BORROW AND DISPOSAL SITES ARE IDENTIFIED IN THE EROSION CONTROL PLAN, NO
EARTHEN MATERIAL IS TO BE BROUGHT ON OR REMOVED FROM THIS PROJECT SITE.
+'/ 7 BUFFER ZONE, SUFFICIENT TO RESTRAIN VISIBLE SEDIMENTATION WITHIN THE25% OF THE WIDTH CLOSEST TO
THE LAND DISTURBANCE, MUST BE PROVIDED AND MAINTAINED BETWEEN THE LAND-DISTURBWG ACTIVITYAND ANY
ADJACENTPROPERTYOR WATERCOURSE.
8. IN ORDER TO COMPLY WITH THE INTENT OF THEACT, THE SCHEDULING OF THE LAND-DISTURBINGACTIVITIES IS
TO BE SUCH THAT BOTH THEAREA OF EXPOSUREAND THE TIME BETWEEN THE LAND DISTURBANCEAND THE
PROVIDING OFA GROUND COVER BE MINIMIZED.
9. UNLESS A TEMPORARY, MANUFACTURED, LINING MATERIAL HAS BEEN SPECIFIED, A CLEAN STRAW MULCH MUST BE
APPLIED, AT THE MINIMUM RATE OF2TONS/ACRE, TO ALL SEEDED AREAS. THE MULCH MUST COVER AT LEAST 75%
OF THE SEEDED AREA AFTER IT IS EITHER TACKED, WITHANACCEPTABLE TACKING MATERIAL OR CRIMPED IN PLACE.
10. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BEAT ANANGLE THAT CAN BE RETAINED BY VEGETATIVE
COVER, AND MUST BE PROVIDED WITH GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN21 CALENDAR
DAYS OF COMPLETION OFANY PHASE (ROUGH OR FINAL) OF GRADING (RYE GRASS IS NOT IN THEAPPROVED
SEEDING SPECIFICATION NOR IS IT ANACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF TEMPORARY GROUND
COVER)
11. A PERMANENT GROUND COVER, SUFFICIENT RESTRAIN EROSION, MUST BE PROVIDED WITHIN THE SHORTER OF 15
WORKING OR 90 CALENDAR DAYS (IF W A HIGH QUALITYZONE, THE SHORT OF 15 WORKING OR 60 CALENDAR DAYS)
AFTER COMPLETION OF CONSTRUCTION OR DEVELOPMENT ONANY PORTION OF THE TRACT (RYE GRASS IN NOT IN
THEAPPROVED SEEDING SPECIFICATIONS NOR IS IT ANACCEPTABLE SUBSTITUTE FOR PROVIDING OFA NURSE
COVER FOR THE PERMANENT GRASS COVER).
12. THE CONSTRUCTION ENTRANCE PAD MUST BEA MINIMUM OF 50 FEET LONG STARTING AT THE EDGE OF
PAVEMENT. APPROVED`' S`-1>-
NZdR (AROLINAENVIRONMENTAL
NAC-EMENT COMMISSION
S4Y4 OF WA.T:R QUALITY
Sty r..»aAm. w 0g06.0
SYMBOLS LEGEND
NEW SPOT ELEVATIONS
REFER TO SURVEY
(SVi) FOR EXISTING CONDITION SYMBOLS LEGEND AND
SITE CONTROL.
LIST ABBREVIATION
GRADE NONE
EXISTING GRADE LINES
SIDEWALK SW
TOP OF WALL TW
TOP OF CURB TC
TOP OF PAVEMENT PVT
- 26
PROPOSED NEW GRADE LINES
NEW GRADE GD
OQ
0
x�
CONCRETE CONC
EXISTING TOP OFCURB ETC
NEW BUILDING
CONSTRUCTION
EXISTING GRADE EGD
EXISTING PAVEMENT EPVT
EXISTING SIDEWALK ESW
FLOW LINE FL
NEW MONUMENT SIGN
LOCATION
TOP OFBERM TOP
[�
NEW CONCRETE PAVINGBLOCK
TEMPORARYBENCH MARK
TOP OF FIRE HYDRANT
TEMPORARY EROSION CONTROL
FENCE
ELEVATION = 27.90'
(REFER TO SV1 FOR VERTICAL CONTROL)
SURFACE FLOW ARROW
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cOMM # 2435
DATE: 12-29-08
REVISION
DATE: 01 21-09
06 09-09
08-11-09
C1 OF 5

N/F
E D L DEVELOPMENT
5447 HWY 70 W, STE 216
MOREHEAD CITY, NC 28557
PARCEL ID 8-240-204
D8 1666, PC 935
ZONED C- 4
COMMERCIAL RETAIL
ONE STORY
SIDING BUILDING
FFE=26.10
MOBILE HOME
-:
4.25.
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F
21
17
:- ,21
--
-
POINT OF BEGINNING FOR SITE
DEVELOPMENT LAYOUT PARALLEL
AND PERPENDICULAR TO SOUTH
-- —JI PROPERTY LINE (N 51-21-11- W)
1 SITE DEVELOPMENT PLAN
C2 J SCALE- 1' IN w
BRUNSWICK AVENUE
CONST. ZONED C-4
'b
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_Tf'R111RI�
CT
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VICINITY MAP
N.T.S.
PROPERTY ADDRESS
1259 GLENBURNIE ROAD
REFER TO LANDSCAPE
PLAN FOR PLANTINGS
GENERAL NOTESE
A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
B. ALL SITE DIMENSIONS TO THE GUTTER LINE OF CURB, CONCRETE
OR PROPERTY LINE UNLESS OTHERWISE NOTED. CONTRACTOR
TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION
PRIOR TO SUBMITTING BID AND STARTING CONSTRUCTION.
C. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT
DRAWINGS.
D. REFER TO STRUCTURAL PLANS FOR DEVELOPMENT OF SIDEWALKS
ADJACENT TO FOUNDATIONS.
KEY NOTESE
OCONCRETE PAVING:
REFER TO DETAIL 1/C3.
ALTERNATE #1:
ASPHALT PAVING REFER TO DETAIL 2/C3.
REFER TO PROJECT MANUAL.
O2 CONCRETE PAVING:
REFER TO DETAIL 1/C3.
O CONCRETE CURB:
REFER TO DETAIL 3/C3.
4O CONCRETE SIDEWALK:
REFER TO DETAIL 4/C3.
O5 CONCRETE DOOR LANDING:
REFER TO DETAIL 4/C3 AND STRUCTURAL DETAILS.
RAMP PAVING AS INDICATED. LANDING CAN BE POURED
MONOLITHIC IF CONCRETE PAVING IS USED.
O6 STEEL BOLLARD:
REFER TO DETAIL 6/C3. PROVIDE (2) AT TRASH PAD AND
OVERHEAD DOOR, PROVIDE (9) AT SIDEWALK.
REFER TO STRUCTURAL PLAN FOR LOCATION.
O7 HANDICAP PARKING SIGN:
REFER TO DETAIL 7/C3.
O8 NOT USED.
O9 HANDICAP PARKING SPACE:
10 HANDICAP ACCESS UNLOADING ZONE:
SLOPE 2% MAX. EACH WAY (ADA COMPLIANT) AND
STRIPE AS SHOWN.
11 SCREEN FENCE:
REFER TO DETAIL 12/C3.
12 SCREEN FENCE GATES:
REFER TO DETAIL 11/C3.
13 CONCRETE BUMPER BLOCK:
8"w x 5"h x 6'-0" LONG CONCRETE. ANCHOR TO PAVING WITH (2 )
V-6" LONG #4 REBAR.
14 PARKING LOT LIGHTING: -
REFER TO SITE UTILITIES PLAN FOR LOCATION
AND TYPE.
15 LIMITS OF NEW PAVING:
MATCH EXISTING PER CITY AND OR STATE STANDARDS.
16 ROLL DOWN CURB:
TERMINATE AND ROLL DOWN NEW CURB WHERE
INDICATED. ROLL DOWN AT 1:2.
17 CONCRETE CURB:
NEW CONCRETE CURB TO MATCH EXISTING PER CITY
AND OR STATE DESIGN STANDARDS.
18 STRIPING:
PROVIDE 4" WIDE PARKING LOT STRIPING AS SHOWN.
USE HIGHWAY MARKING PAINT - YELLOW (2 COATS)
19 NOT USED.
20 MONUMENT SIGN LOCATION:
SIGN FURNISHED AND INSTALLED BY OWNER.
REFER TO SITE UTILITIES PLAN FOR DETAILS.
REFER TO STRUCTURAL
21 CONCRETE DRIVE APRON:
TO BE INSTALLED PER CITY AND OR STATE DESIGN
STANDARDS. IF NO STANDARDS PROVIDE CONCRETE
PAVING CONSTRUCTION AS SHOWN ON DETAIL 1/C3.
SYMBOLS LEGEND
REFER TO SURVEY FOR EXISTING
CONDITION SYMBOLS LEGEND
NEW BUILDING CONSTRUCTION
AREA OF CONCRETE
AREA OF PAVING
MONUMENT SIGN LOCATION
O
NEW CONCRETE PAVING BLOCK
`) {
NEW LIGHT POLE LOCATION
NEW FENCE CONSTRUCTION
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DATE: 12-29-08
REVISION DATE: 1-21-09
3-6-09
C2 of 3

PROVIDE CONTROL JOINTS AT
12' O.C. (25% SLAB THICKNESS)
6" THICK CONCRETE
PAVING WITH
6X6-W1.4XW1.4 WWF
(PLACED AT MID HEIGHT
OF SLAB)
6" COMPACTED SUB
BASE
COMPACTED SUB
GRADE
<O
CONCRETE
1 PAVING SECTION
C3 SCALE: 3W = V-0-
BOLLARD:
STANDARD 4" DIAMETER STEEL
PAINT OREILLY GREEN.
REFER TO EXTERIOR FINISH SCHEDULE.
CONCRETE PAD OR SIDEWALK:
REFER TO SITE DEVELOPMENT FOR
LOCATION AND TYPE.
CONCRETE FILL
CONCRETE FOOTING
6 STEEL BOLLARD SECTION
C3 I SCALE: 3/4" = 1'4"
10 NOT USED
C3 I SCALE: 3/4" - 1'4"
�-- COMPACTED SUB GRADE
ASPHALT
2 PAVING SECTION
C3 SCALE: 3/4' - 1'4'
vm
PROVIDE CONTROL JOINTS AT
10' O.C. (25%SLAB THICKNESS)
PAVING, REFER TO SITE DEVELOPMENT
PLAN FOR LOCATION AND TYPE.
NOTE: CONTRACTOR'S OPTION TO POUR
INTEGRAL (MONOLITHIC) CURB AND PAVING.
WHERE PAVING POURED SEPARATE,
PROVIDE KEY -WAY OR #4 X 1'-0" DOWELS AT
48" O.C.
I I \ (3) #4's CONT. W/ 3" MIN. COVER
#4 TIE BARS AT 48" O.C.
CONCRETE
3 CURB SECTION
C3 SCALE: wr - 1'4'
VAN ACCESSIBLE SIGNAGE
AT RIGHT HAND DISCHARGE.
PARKING
HANDICAPPED PARKING SIGN
"R7-8E" AS REQUIRED BY NORTH
®
CAROLINA ACCESSIBILITY CODE.
ATTACH SIGN TO POLE W/ GALV.
MOUNTING BOLTS.
PENALTY
$250
8'-0" X 1 1/2" DIAMETER
GALVANIZED POLE SET INSIDE
BOLLARD W/ CONCRETE.
BOLLARD:
REFER TO DETAIL 6/C3
7 ]HANDICAP PARKING SIGN
SCALE: 3/4' - 114`
`6" HINGE:
TYP. (2 ) STANLEY BB855 PHOSPHATE
/WITH NO HOLES ON ONE SIDE FOR
WELDING TO STEEL PIPE.
FRONT ELEVATION
PROVIDE TOOLED CONTROL JOINTS AT & O.C.
(25% SLAB THICKNESS ) AND ISOLATION JOINTS AT
24' O.C., UNLESS OTHERWISE NOTED.
4' THICK CONCRETE SIDEWALK
W/6X6W1.4xW1.4WWF
COMPACTED SUB BASE
COMPACTED SUB GRADE
• • •.' a e. .
CONTROL JOINT
CONCRETE
4 SIDEWALK SECTION
C3 SCALE. 3/4" = 1'4'
8 CONCRETE HANDICAP RAMP
C3 I SCALE: N.T.S.
1-1/2"x 1-1/2"x 1/8" STEEL TUBE
OR 2"x 2"x 118" ANGLE
W/ WELDED JOINTS.
PAINT O'REILLY GREEN.
ATTACH HORZ. C.C.A. 2 X 4'S ON
STEEL FRAME @ TOP & BOTTOM
W/ 4" X 1/4" GALV. CARRIAGE BOLTS
ON OUTSIDE TO RECEIVE FENCE
FACE BOARD.
BARREL BOLT:
'
STANLEY HEAVY BARREL BOLT #
CD1084BB SCREW THROUGH WOOD &
INTO METAL FRAME.
3/4" BENT STL. BAR
17 (2) 1" I.D. X 2" LONG STL. PIPE
WELDED TO FRAME & ALIGNED FOR
BENT BAR ON EACH GATE.
1" HOLE IN PAVMT W/ MTL. SLEEVE
TO RECEIVE STL. BAR (3" DEPTH MIN.)
L
CONCRETE PAD:
`
REFER SITE DEVELOPMENT FOR
/ TYPE AND LOCATION.
U ALL MTL. PARTS PEL]j
PRIMER & PAINTE
4" x 4" x 1/4' STEEL TUBE GROUT
DIAMETE
FILLED & CAPED W/ CONCRETE, GATES OPENING SHOULD BE PLACED
PAINT O'REILLY GREEN. AT CENTER LINE OF CONCRETE PAD
L 1 1/2" X 1 1/2" X 1/8" X 4'-0" LONG
WELDED TO GATE.
� III
PLAN VIEW
111 SCREEN FENCE GATE
C3 J SCALE: 3/4' = 1'•0'
1-1/2"
3/4" BENT STL. BAR
1. SYMBOL TO BE PAINTED (HIGHWAY GRADE)
YELLOW PER ACCESSIBILITY STANDARDS.
HANDICAP
5 PARKING SYMBOL
`3 SCALE: 3/4' = 1'4'
9 ] CONCRETE HANDICAP RAMP
C3 T SCALE: N.T.S.
ALL FASTENERS TO BE
GALVANIZE FINISHED
DIAMETE \ /
0 0
\ e FRONT o
12 SCREEN FENCE
C3 SCALE: 3/4" = V-0-
PROVIDE POST CAPS
1 "X6" CCA TREATED DOG EAR
BOARDS ALTERNATE BOARDS
ON OPPOSITE SIDES OF FENCE.
2" GALV. STEEL PIPE
(SCHEDULE 40,13 GAGE)
WITH SIMPSON STRONG -TIE
PGT2 CONNECTORS FOR
ATTACHING FENCE.
MINIMUM OF 3 PGT2'S PER PIPE.
2"X4" C.C.A. HORIZONTAL RAIL
(TYP.) MEMBERS THREE (3)
PLACES.
PROVIDE (2) 3/8" DIA. WEEP
HOLES, TYP.
CONCRETE FOOTING
SET POLES IN DUMPSTER
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DATE: 12-29-08
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C4 SCALE: 111 = 20'
EROSION CONTROL & MAINTENANCE PLAN NOTES: CONSTRUCTION EGRESS NOTES:
1. RETAIN FLOATABLE WINDBLOWN MATERIALS ON SITE BY STORING ALL T94SH AND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL PROPER DISPOSAL AT OFF -SITE FACILITIES. CHECKADJACENTAREAS 1. STONE SIZE -USE 2TO3-INCHCOARSEAGGREGATE
DAILYAND PICKUP CONSTRUCTION WASTE MATERIALSAND DEBRIS THAT HAVE BLOWN OR WASHED OFF SITE.
2. AGGREGATE LAYER MUST BEAT LEAST 61NCHES THICK' A MINIMUM 31NCHES OFAGGREGATE SHOULD BE PLACED IN A CUT SECTION TO
2 PERMANENTLY STABILIZEALL SURFACEAREA WITHINAND ADJACENT TO THIS SITE THAT IS DISTURBED BY VEHICLES, GRADING AND OTHER CONSTRUCTION FOR THE PROPOSED FACILITY. STABILOTION IS
GIVE THE ENTRANCEADDEDSTABILITYANDTOHELP SECURE FILTER CLOTH SEPARATOR
OBTAINED WHEN THE DISTURBED SURFACE IS COVERED WITH STRUCTURES, PAVINGAND OR PEREN/I VEGETATION HAVING A UNIFORM COVERAGE DENSITY OFAT LEAST 70%. STABIL12ATIONOFALL
3. WIDTH -MUSTEXTEND THE FULLWIDTH OF THE VEHICULAR INGRESS AND EGRESS ARE4 AND HAVE MIN 12 FOOT WIDTH.
DISTURBEDAREAISREQUIRED BEFORE TERMINATING MAINTENANCEAND REMOVAL OFEROSIONCONTROL MEASURES .
4.LENGTH -MUSTBEATLEAST 70FEET.
3. CONTRACTORS SHALL INSPECT POLLUTION CONTROL MEASURES AT LEAST ONCE EVERY 14 DAYSAND WITHIN24 HOURS AFTERA STORM EVENTOF 112INCH OR GREATER. DAMAGED MEASURES THAT
5. AREA OF THE ENTRANCE MUST BE EXCAVATED A MIN OF3-INCHES AND CLEARED OFALL VEGETATION, ROOTS, AND OTHER
RE REQUIRES INST
ALLATION N DAYS. REPEAT
PROVE TO BE INEFFECTIVE S HALL BE REPLACED WITH MORE EFFECTIVE MEASURES 0 R ADDITIONAL MEASURES WITHIN SEVEN ED Q
OBJECTIONABLE MATERIAL.
CONSTRUCTION SITE.
ETOPREVENTDISCHARGEOFPOLLUTANTSFROMTHECO
OFA MORE SUITABLE DEVICE
OFTHEENTRANCE FULL WIDTHAND LENGTH CLOTH UTILIZED SHALL IF A
FILTER N BE PLACED THE FU
6. IL
4. INSTALLATION OFAODITIOAIEROSION CONTROL MEASURES MAYBE REQUIRED BYTHE CITY ORSTATE. CONTRACTOR ToVERIFYREQUI, MENTSPRIORTOBEGINNINGANYWORKONPROJECT SITE.
WOVEN OR NONWOVEN FABRIC CONSISTING ONLY OF CONTINUOUS CHAIN POLYMERIC FILAMENTS OR YARNS OF POLYESTER FABRIC
5. CARE SHALL BETAKEN TO MINIMIZE THE ENCROACHMENT OF SEDIMENT INTO ALL STORM DRAINAPPURTENANCES, PUBLIC STREETS, AND ONTO PRIVATE PROPERTY UNTIL IMPERVIOUS MATERIAL
SHALL BE INERT TO COMMONLYENCOUNTERED CHEMICALS AND HYDROCARBONS, BE MILDEW AND ROT RESISTANT, AND CONFORM TO
(ROADIPARKING AREA SURFACE) IS APPLIED OR UNTIL PROPOSED LANDSCAPE HAS BEEN ESTABLISHED.
THE PHYSICAL PROPERTIES NOTED ABOVE.
6. REFER TO IOIC3 FOR SILT FENCE CONSTRUCTION
7 FOLLOWING THE INSTALLATION OF THE FILTER CLOTH, THE STONE SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. IF USING WASH
7. ALL GRASS SLOPES WHICH EXCEED 4:1(HI SHALL UTILIZE CONTECH CONSTRUCTION PRODUCTS PERMANENT TURF REINFORCEMENT MATS TRM 450 ORAPPROVED EQUAL. MATS SHALL BE INSTALLED PER
RACKS, THEY SHOULD BE INSTALLED ACCORDING THE THE MANUFACTURER'S SPECIFICATIONS.
MANUFACTURERS SPECIFICATIONSAND STANDARDS. CONTRACTOR SHALL COORDINATE INSTALLATION INSPECTION WITH MANUFACTURER.
8. CONVEYANCE OF SURFACE WATER UNDER ENTRANCE, THROUGH CULVERTS, SHALL BE PROVIDED AS REQUIRED. IF CONVEYANCE IS
IMPOSSIBLE, THE CONSTRUCTION OFA "MOUNTABLE" BERM WITH 5.1 SLOPES WILL BE PERMITTED.
9. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED INA CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIENT ONTO
PUBLIC RIGHT-OF-WAY. THIS MAYREQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONEAS CONDITIONS DEMAND, ANDREPAIR
AND/OR CLEANOUT OFANYMEASURES USED TO TRAP SEDIMENT ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKEDONTO
PUBLIC RIGHTS-OF-WAYMUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, 'NOSHED, OR
TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES.
10. CONSTRUCTION ENTRANCE PAD MUST START AT THE EDGE OF PAVEMENT.
STAGES OF CONSTRUCTION:
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KEY NOTES:
LIMITS OF TEMPORARY EROSION
C CONTROL FENCE:
REFER TO DETAIL SIC4
C2 INSTALL CONSTRUCTION EGRESS PER
NOTES AND DETAIL 4104
© INSTALL X CURB CUT
ENTIRE SHEET HAS
CHANGED AND NEW
REVISION DATE ADDED.
1. CONTRACTOR TO PERFORM DETAILED SITE INSPECTION TO LOCATEALL EXISTING UTILITIES AND VERIFY
ANY POSSIBLE CONFLICTS WITH PROPOSED IMPROVEMENTS PRIOR TO BEGINNING ANY CONSTRUCTION.
CONTACT OWNER WITH ANY CONFLICTS. MONTH 1
2. INSTALLATION OF CONSTRUCTION ENTRANCE. MONTH 1
3. INSTALLATION OF EROSION CONTROL FENCE. MONTH 1
4. DEMOLITION OF EXISTING SITE IMPROVEMENTS. MONTH 1
5. REMOVAL OF EXISTING PAVEMENT ON THE SITE. MONTH 1
6. INSTALLATION OFALL STORMWATER DRAINAGE IMPROVEMENTS. MONTH 1
7. ROUGH GRADING. MONTH 1 & MONTH 2
8. CONSTRUCTION OFNEWSITE IMPROVEMENTS. MONTH2
9. FINAL GRADING. MONTH 3
10. PLACEMENT OF FINAL LANDSCAPING ITEMS AND SOD. MONTH 3
11. REMOVAL OF EROSION CONTROL FENCE. MONTH 3
DEVELOPMENTDBZ666,
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4 I CONSTRUCTION ENTRANCE
C4 SCALE: NTS
1 - PROPOSED WATER
ANDETENTION
1--� 26.5 GD + �- 24 23 NSTALL ETENYION ; I l X QUALITYOUTLET STRUCTURE
INITIAL CONSTRUCTION EROSION CONTROL PLAN CONST.
N
( IN FEET )
1 inch = 20 ft.
INLET SHALL BE
PROTECTED (AS NEEDED)
FROM EROSION WITH
RIPRAP, TARP, MATTING
OR EQUIVALENT.
(STD)
LADLE SPECS,
➢EWATERING HOLES WILL BE INSTALLED M SETS OF HORIZONTAL
RINGS. THE FIRST SET W HOLES WILL BE SET 6 INCHES FROM THE
BOTTOM OF THE RISER RINGS WILL CONTINUE LIPTHE RISER ININTERVALS OF 3 NCHES HOLES WILL BE 3/4 INCH IN DIAEWR AND
VICE BE SPACED ERIMLLY ARGUING THE RISER THE NUMBER OF HOLES
PER RING WILL EQUAL TO THE DRAINAGE AREA
EXAAA BI DRAINING 14 ACRES SHOULD HAVE 1 HOLES PER RING EVERY 3
INCHES ON THE RISER PIPE TIE FIRST RING (I HOLES) WILL BE SET 6
INCHES FROM THE BOTTOM OF THE RISER.
NOTE' ROLMD DRAINAGE AREA TO THE NEAREST WHILE NUMBER TO
DETERMINE NUMBER OF HUES.
GENERAL NOTES
L DRAW DOWN RISER B BARREL SMALL BE B' SCH 10 PVC
WIN CLEAN -OUT CM AND 3/4' HOLES. SEE NOTE 1 FOR
NUMBER LAID SPACING OF HOLES.
2. MAlINTENNNCE� SEDIMENT TII BE RENEWED AND PROPERLY
DISPOSED OF WHEN WIN IS HALF FULL. GRAVEL FILTER
AROUND RISER SOUL➢ BE REPLACED AS NEEDED TO ENSURE
DEWATE104
0
0
0
TOP OF BERM O
BAFFLES (STD)
42 LF. O
O
VICINITY MAP
-3/4' HOLE PER ROW
.�+ RISER PIPE O ELEV. = 22.0
ELEV. • 22Z
INSTALL 35 LF. OF 8'
PVC PIPE WITH 90' RISER PIPE
�- FL=22.0 ELLBOW
NOT TO SCALE
NOTES
1) BASIN SHOULD BE GLEANED OUT TLMEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE BASIN IS HALF -FULL.
2) PROVIDE A MINIMUM OF TWO POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE
3) BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SET FENCE
4) MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE FOR MAMTENANQ.
S) DURING THE CONSTRUCTION PHASE OF THE PROJECT, PERMANENT STORMWATER RISER STALL ONLY DEWATER FROM THE TOP OF PIPE.
6) POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
Z STANDARD CUSTOM BASIN
C4SCALE: NTS
PLAN VIEW
PENCE AN
BURIED R
6"X6"TRENCH,
BACKPILLF.D AND
COMPACTED
SECTION VIEW AT OPENING
POST
NOTES:
I. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM ANDSIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE IST BAY,
W HICH SHOULD BE READILY .ACCESSIBLE FOR MAINTENANCE.
3- PROVIDE 3 BAFFLES (USE IWO IF LESS THAN 20 FEET IN LENGTH)PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES-
4. BAFFLE SHALT. BE 700 G/M2 COIR EROSION BLANKET.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER WER THAN THE TOP OF THE BERMS
6 INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
CROSSSECHON
SUPPORT POST
24" INTRO BOTTOM
OR SIDF.
mmummmommmmmommomm
COIR MESH OR MOLAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
STANDARD BAFFLES DETAIL
C4 J SCALE: NTS
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5 SILT FENCE DETAIL
C4 SCALE: NTS
6� INLET PROTECTION DETAIL
C4 SCALE: NTS
SYMBOLS LEGEND
REFER TO SURVEY
(SVI) FOR EXISTING CONDITION SYMBOLS LEGEND AND
SITE CONTROL.
NEW SPOT ELEVATIONS
LIST ABBREVIATION
GRADE NONE
SIDEWALK SW
--26 ---
EXISTING GRADE LINES
TOPOFWALL TW
TOP OF CURB TC
TOP OF PAVEMENT PVT
- 26
PROPOSED NEW GRADE LINES
NEW GRADE GD
OQ
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CONCRETE CONIC
EXISTING CURB ETC
EXISTING GRADE GRADE EGD
EXISTING PAVEMENT EPVT
EXISTING SIDEWALK ESW
E FL
NEW BUILDING
CONSTRUCTION
NEW MONUMENT SIGN
C�
LOCATION
TOP OF B
TOP OF BERM TOP
[�
NEW CONCRETE PAVING BLOCK
TEMPORARY BENCH MARK
TOP OF FIRE HYDRANTTEMPORARY
EROSION CONTROL
FENCE
ELEVATION = 27.90'
SURFACE FLOWARROW
(REFER TOSVIFOR VERTICAL CONTROL)
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DATE: 12-29-08
REVISION
DACE: 01-21-09
06-09-09
08-03-09

H
EROSION CONTROL & MAINTENANCE PLAN NOTES:
1. RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TR4SHAND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL PROPER DISPOSAL AT OFF-SiTE FACILITIES. CHECKADJACENTAREAS
DAILYAND PICKUP CONSTRUCTION WASTE MATERIALSAND DEBRIS THAT HAVE BLOWN OR WASHED OFF SITE.
2. PERMANENTLY STABILIZEALL SURFACEARE4 WITHINANDADJACENT TO THIS SITE THAT IS DISTURBED BY VEHICLES, GRADING AND OTHER CONSTRUCTION FOR THE PROPOSED FACILITY. STABILIZATION IS
OBTAINED WHEN THE DISTURBED SURFACE IS COVERED WITH STRUCTURES, PAVING AND OR PERENNIAL VEGETATION HAVINGA UNIFORM COVERAGE DENSITY OFAT LEAST 70%. STABILIZATION OFALL
DISTURBEDAREAISREQUIRED BEFORE TERMINATING MAINTENANCEAND REMOVAL OF EROSION CONTROL MEASURES.
3. CONTRACTORS SHALL INSPECT POLLUTION CONTROL MEASURES AT LEAST ONCE EVERY 14 DAYS AND WITHIN 24 HOURSAFTER A STORM EVENT OF 1121NCH OR GREATER, DAMAGED MEASURES THAT
PROVE TO BE INEFFECTIVE SHALL BE REPLACED WITH MORE EFFECTIVE MEASURES ORADDITIONAL MEASURES WITHIN SEVEN DAYS. REPEATED FAILURE OFA CONTROL MEASURE REQUIRES INSTALLATION
OFA MORE SUITABLE DEVICE TO PREVENT DISCHARGEOF POLLUTANTS FROM THE CONSTRUCTION SITE.
4. INSTALLATION OFADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED BY THE CITY OR STATE. CONTRACTOR TO VERIFYREQUIREMENTS PRIOR TO BEGINNING ANY WORK ON PROJECT SITE.
5. CARE SHALL BETAKEN TO MINIMIZE THE ENCROACHMENT OF SEDIMENT INTO ALL STORM DRAINAPPURTENANCES, PUBLIC STREETS, AND ONTO PRIVATE PROPERTY UNTIL IMPERVIOUS MATERIAL
(ROAD/PARKING AREA SURFACE) IS APPLIED OR UNTIL PROPOSED LANDSCAPE HAS BEEN ESTABLISHED.
6. REFER TO 101C3 FOR SILT FENCE CONSTRUCTION.
7 ALL GRASS SLOPES WHICH EXCEED 4:1(HN) SHALL UTILIZE CONTECH CONSTRUCTION PRODUCTS PERMANENT TURF REINFORCEMENT MATS TRM 450OR APPROVED EQUAL. MATS SHALL BE INSTALLED PER
MANUFACTURERS SPECIFICATIONSAND STANDARDS. CONTRACTOR SHALL COORDINATE INSTALLATION INSPECTION WITH MANUFACTURER.
STAGES OF CONSTRUCTION:
1. CONTRACTOR TO PERFORM DETAILED SITE INSPECTION TO LOCATEALL EXISTING UTILITIES AND VERIFY
ANY POSSIBLE CONFLICTS WITH PROPOSED IMPROVEMENTS PRIOR TO BEGINNING ANY CONSTRUCTION.
CONTACT OWNER WITHANY CONFLICTS. MONTH 1
2. INSTALLATION OF CONSTRUCTION ENTRANCE. MONTH 1
3. INSTALLATION OF EROSION CONTROL FENCE. MONTH 1
4. DEMOLITION OF EXISTING SITE IMPROVEMENTS. MONTH 1
5. REMOVAL OF EXISTING PAVEMENT ON THE SITE. MONTH 1
6, INSTALLATION OFALL STORMWATER DRAINAGE IMPROVEMENTS. MONTH 1 VG7 ty�Jy
7. ROUGH GRADING. MONTH i & MONTH 2 O Cq�
8. CONSTRUCTION OF NEW SITE IMPROVEMENTS. MONTH 2 i� D C�
9. FINAL GRADING. MONTH 3 u
10. PLACEMENT OF FINAL LANDSCAPING ITEMS AND SOD. MONTH 3 O
11. REMOVAL OF EROSION CONTROL FENCE. MONTH 3
16
7 �� 9
\00-632-g9/
ENTIRE SHEET HAS
CHANGED AND NEW
REVISION DATE ADDED.
KEY NOTES:
LIMITS OF TEMPORARY EROSION
CONTROL FENCE:
REFER TO DETAIL &C4
C2
INSTALL CONSTRUCTION EGRESS PER
NOTES AND DETAIL 41C4
©
INSTALL 3'CURB CUT
STORM WATER RUNOFF SUMMARY:
TOTAL PROPERTY AREA= 1.12 ACRES
TOTAL DISTURBED AREA = 1.17 ACRES > 1.0 ACRES THEREFORE NOI IS BEING OBTAINED
STORMWATER METHOD OF ANALYSIS = TR-55
SCS
1.) REQUIRED WATER QUALITY VOLUME
4.) TIME OF CONCENTRATION:
Rv = 0.05 + 0.9 * 0.61
PRE -DEVELOPMENT
RV = 0.05 +0.9* 0.61 = 0.60
GRASS LOT WITH BUILDING
LENGTH =145', SLOPE = 1.0%
V = 3630 * Rd * Rv * A
Tc = 1.5 MINUTES = 5 MIN
V = 3630 * 1.5" *0.60 * 1.12 = 3,659 CU. FT.
2.) BIORETENTION VOLUME PROVIDED
POST -DEVELOPMENT
NEW PARKING LOT & BUILDING
VOLUME VOLUME
LENGTH = 197.0', SLOPE = 1.0%
ELEVATION STORAGE STORAGE FLOW
Tc = 1.9 MIN < 5 MIN
(feet) (Cf) (ac-ft) CFS.
THEREFORE Te = 5 MIN
26.0 0 0.000
26.75 3,827 0.091
5. PRECIPITATION DATA:
VOLUME = REQUIRED < PROVIDED
24-HR STORM EVENTS
3,659 FTA3 < 3,827 FTA3
RAINFALL, 1 YR
3.) ON -SITE AREAS & RUNOFF COEFFICIENTS:
INCHES 3.50"
PRE -DEVELOPMENT
6. EXISTING SITE RUNOFF
EXISTING GRASS LOT
FLOW, cfs 1 YR
PERVIOUS AREA = 0.44 ACRES CN = 74
Q pre= 4.42
IMPERVIOUS AREA = 0.68 ACRES CN = 98
7 DEVELOPED SITE RUNOFF:
COMPOSITE CURVE NUMBER, CN = 87
FLOW, cfs 1 YR
POST -DEVELOPMENT
Q post= 4.57
DEVELOPED GRASS GOOD CONDITION
PERVIOUS AREA = 0.42 ACRES CN = 74
8. DETENTION VOLUME PROVIDED:
NEW ROOF, CONCRETE & NEW PAVING:
VOLUME VOLUME
DETENTION MAX ALLOWED
IMPERVIOUS AREA = 0.70 ACRES CN = 98
ELEVATION SUM SUM STORM ELEVATION
FLOW OUT FLOW OUT
COMPOSITE CURVE NUMBER = 88
(feet) (C0 (ac-ft) (year) (ft)
(cfs) (Cfs)
26.00 0 0.000
1 26.95
27.00 4,440 0.121
1.39 4.43
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S51 °19'06"E 259.96'
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REFER TO BIO-RETENTION
DETAIL 2/C4 INSTALL $IORETENTION CELL �' I
- - - WATER QUALITY VOLUME
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1 I FINAL EROSION AND STORMWATER CONTROL PLAN
C5 J SCALE: 1" = 20' 20 0 10 20 w 80
( IN FEET )
1 inch = 20 ft.
M NO
LS449NN
NOTE:
MEDIAN SOIL LAYAR WILL ALLOW A
MINUMUM OF 2"Mr. FOR INFILTRATION
F2
0
s
HOMOGENEOUS SOIL MIX (% BY VOLUME)
85-88% WASHED SAND (NCDOT /2S)
8-12% FlNES (SILT & CLAD
3-5% ORGANIC MATTER (PEAT MOSS OR
APPROVED EQUAL)
j12S WASHED SAND
i 19LTER FABRIC LAYER
VICINITY MAP
NOT TO SCALE
Compacted soil 2'
(� min ►I
i 1
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6' typical
18min
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3 � TEMPORARY DIVERSION DETAIL
C5 SCALE: NOT TO SCALE
6
OF BERM EL-27.1
t , BORETENTION CELL DEPTH
N
*y1f#7wit3I«7
r GROUND BELOW BIO-RETENTION CELL
EXISTING GROUND SANDY SOIL -
SHWr EL=21.5 SEASONAL HIGH WATER TABLE
TYPICAL SECTION BIORETENTION
NOT TO SCALE
2 1 BIO-RETENTION SECTION DETAIL
C5 SCALE: NOT TO SCALE
SYMBOLS LEGEND
NEW SPOT ELEVATIONS
REFER TO SURVEY
(SVI) FOR EXISTING CONDITION SYMBOLS LEGEND AND
SITE CONTROL.
LIST ABBREVIATION
GRADE NONE
- - -
EXISTING GRADE LINES
SIDEWALK SW
TOP OF WALL TIN
TOP OF CURB TC
TOP OF PAVEMENT PVT
- 26
PROPOSED NEW GRADE LINES
NEW GRADE GO
Q
6O
CONCRETE CONC
EXISTING TOP OF CURB ETC
NEW BUILDING
CONSTRUCTION
x�'
EXISTING GRADE EGO
EXISTING PAVEMENT EPVT
EXISTING SIDEWALK ESW
FE FL
NEW MONUMENT SIGN
LOCATION
TOPOP OF OF BERM TOP
[�
NEW CONCRETE PAVINGBLOCK
TEMPORARYBENCH MARK
TOP OF FIRE HYDRANT
TEMPORARY EROSION CONTROL
��
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FENCE
ELEVATION = 27.90'
FLOWARROW
(REFER TO SV1 FOR VERTICAL CONTROL)
SURFACE
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COMM # 2435
DATE: 12-29-08
REVISION
DATE: 01-21-09
o6-o9_ o9
08-11-09
C5 OF 5

'V I N'F
E D L DEVELOPMENT
' I 1 5447 HWY 70 W, STE 216
N MOREHEAD CITY, NC 28557
2 i I W PARCEL ID 8-240-204
DB 1666, PG 935
' I ZONED C-4
ONE STORY COMMERCIAL RETAIL
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BRUNSWICK AVENUE
ZONED C-4
CONST.
1 1 LANDSCAPE PLAN
Ll I SCALE: I- - 20'
SYM
T-1
T-2"
T-3
ENTITY
BOTANICAL NAME
9
I LEX ATTENUATA
6
PISTACIA CHINENSIS
12
QUERCUS SHUMARDII
S-1 1 170
GENERAL NOTES:
A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
B. SITE CONDITIONS BASED UPON SURVEY PROVIDED BY OWNER.
CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED
INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING
CONSTRUCTION.
C. REFER TO CIVIL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
D. ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING
CODES AND REGULATIONS. CONFORM TO REQUIREMENTS OF
PLANT LIST AND TO THE AMERICAN ASSOCIATION OF NURSERYMEN
"AMERICAN STANDARD OF NURSERY STOCK" AND "HORTICULTURAL
STANDARDS" AS TO SPECIES, AGE, SIZE, AND PLANTING
RECOMMENDATIONS.
E. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE
ARCHITECTS PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS
OF SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF
SPECIFIED PLANT MATERIALS CANNOT BE OBTAINED.
F. PLANT LOCATIONS ARE APPROXIMATE. ADJUST AS NECESSARY TO
AVOID CONFLICTS.
G. QUANTITIES OF MATERIALS SHOWN ON LANDSCAPING PLAN TAKE
PRECEDENCE OVER QUANTITIES SHOWN ON PLANTING SCHEDULE.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL
QUANTITIES ON LANDSCAPING PLAN.
H. PROVIDE 4" TOPSOIL AT ALL SOD, SEED AND PLANTING AREAS.
GRADE SHALL BE ADJUSTED FOR SOD THICKNESS. REFER TO CIVIL
SITE GRADING PLAN FOR SLOPE REQUIREMENTS.
I. WHEN CLAY SOIL IS ENCOUNTERED IN THE ESTABLISHMENT OF THE
LAWN OR THE INSTALLATION OF PLANT MATERIAL IT SHALL BE
IMPROVED IN ACCORDANCE WITH STANDARD TRADE PRACTICE.
J. REESTABLISH TURF IN AREAS DISTURBED BY GRADING OR UTILITY
TRENCHING IN THE RIGHT-OF-WAY.
K. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT
DRAWINGS.
KEY NOTES:
OHYDRO MULCH / SEED AND STRAW:
( UNLESS NOTED OTHERWISE ) ALL AREAS DISTURBED
BY CONSTRUCTION ARE FIRST TO BE FINE GRADED AND
THEN FOLLOWED BY HYDRO MULCH OR SEED AND STRAW
OVER MIN. 4" TOPSOIL STOCKPILED FROM SITE OR HAULED
IN AS REQUIRED.
OAREA OF SOD:
REFER TO DETAIL 1/1-2.
O3 NOT USED.
4O EXISTING TREE TO REMAIN:
PROTECT AS REQUIRED.
LANDSCAPE
SYMBOLS LEGEND
REFER TO SURVEY FOR EXISTING CONDITION SYMBOLS
LEGEND
NEW BUILDING CONSTRUCTION
AREA OF CONCRETE
■ "imrV
"ONE
V%I•mlwmm /
AREA OF PAVING
CALIPER
SIZE
QUANTITY
CALIPER
TOTALS
NUMBER OF TREES
REGULATED BY CITY
ORDINANCE
C�
AREA OF SOD
LAWN AREA WHICH EXCEEDS 25%
2"
2
4"
0
SLOPE TO BE PROVIDED WITH SOD.
REFER TO GRADING PLAN
3"
7
21"
p
4"
9
36"
0
0
MONUMENT SIGN LOCATION
5"
2
10"
0
6"
3
18"
0
7"
1
7"
0
NEW CONCRETE PAVING BLOCK
8"
3
24"
2
9"
1
9"
0
10"
1
10"
0
NEW LIGHT POLE LOCATION
12"
2
24"
2
13"
1
13"
1
NEW FENCE CONSTRUCTION
TOTAL CALIPER
INCHES RETAINED
134"
TO1AL
RETAINED
5
X X
PLANTLIST
T-?
+
AREA OF NEW TREE
REFER TO PLANTING LEGEND
TREES
FOR SIZE AND TYPE
COMMON NAME
SIZE @
MATURITY
CALIPER
MIN.
SPACING
REMARKS
S-?
+
AREA OF NEW SHRUB
REFER TO PLANTING LEGEND
FOR SIZE AND TYPE
FOSTER HOLLY
20' - 3V
2"
AS
SHOWN
TREE HAS MATURE
SPREAD OF10'-20
CHINESE PISTACHE
25' - 36
2"
AS
SHOWN
TREE HAS MATURE
SPREAD OF 25' - 35'
AREA OF NEW BIO-RETENTION TREE
REFER TO PLANTING LEGEND
FOR SIZE AND TYPE
SHUMARD OAK
55' - 80' 1
2"
AS
SHOWN
TREE HAS MATURE
I SPREAD OF 40' - 50'
SHRUBS
AREA OF NEW BIO-RETENTION SHRUB
REFER TO PLANTING LEGEND
DWARF BURFORD HOLLY
4' - 6'
N/A
T-6" O.C.
FOR SIZE AND TYPE
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COMM # 2435 1
DATE: 12-19-08
1110010111
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