SW8051243_APPROVED PLANS_20061025

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �7
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

0
1. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY THE OWNER OF ANY
UNACCEPTABLE AREAS AND FOR INSPECTION OF SUBBASE PRIOR TO PAVING ASPHALT
DRIVES.
2. PROPOSED ACCESS DRIVES TO BE FLUSH WITH EXISTING PAVEMENT. CARE SHALL
BE TAKEN AT NC 24 AND COMMERCE DRIVE.
3. ALL CURB AND GUTTER, STREET PAVING, CURB CUTS, DRIVEWAY APPROACHES.
HANDICAP RAMPS, ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE
RIGHT-OF-WAY SHALL CONFORM TO ALL MUNICIPAL AND/OR STATE SPECIFICATIONS
AND REQUIREMENTS.
4. CONTRACTOR SHALL REPAIR EXISTING ELEMENTS FOR AREAS OUTSIDE THE PROPERTY
LINES (I.E. SIDEWALKS. PAVING. LANDSCAPING. ETC.) AS REQUIRED BY OWNER
AND/OR GOVERNING AUTHORITY AT HIS EXPENSE.
5. SEE ARCHITECTURAL DRAWINGS FOR BUILDING ELEVATIONS AND EXTERIOR RAMP
DETAILS.
S. CURBING DIMENSIONS ARE FROM FACE OF CURB TO FACE OF CURB, UNLESS
OTHERWISE NOTED.
7. SLOPE SIDEWALK AWAY FROM BUILDING AT 2% SLOPE.
S. CONTRACTOR TO PROVIDE A UNIT COST FOR ROCK REMOVAL PER CUBIC YARD AND
PROVIDE A UNIT COST FOR POTENTIAL BAD SOIL REMOVAL AND REPLACEMENT PER
CUBIC YARD.
9. CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE ENGINEER FOR
DAMAGES, INJURIES OR OTHER ACCIDENTS WHICH OCCUR DURING CONSTRUCTION
ACTIVITIES.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ILLUSTRATED
KNOWN UNDERGROUND ELEMENTS. ADDITIONALLY, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR EXERCISING REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
UNDERGROUND ELEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
MODIFICATION TO THE ILLUSTRATED DESIGN.
11. ALL ELEVATIONS ARE IN REFERENCE TO DESIGNATED BENCHMARKS.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF
ALL CONSTRUCTION ACTIVITIES AT THE JOB SITE.
13. CONTRACTOR SHALL ADHERE TO LOCAL AUTHORITIES AND ALL APPLICABLE OSHA
REGULATIONS DURING CONSTRUCTION ACTIVITIES.
14. UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE
LEFT OPEN OR UNPROTECTED DURING NON -WORKING HOURS. UTILIZE SIGNS.
BARRICADES. ETC., TO ENSURE THE SAFETY OF THE PUBLIC.
15. THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS WITH TOWN OF SWANSBORO
AS REQUIRED.
16. DRAINAGE AND UTILITY EASEMENT OVER EXISTING PUBLIC UTILITIES MAY BE
AUTOMATICALLY RELOCATED AND CENTERED OVER RELOCATED PUBLIC UTILITIES WHEN
PIPES ARE INSTALLED TO TOWN OF SWANSBORO STANDARDS.
STORE #10436
KELLEY AUSTIN PROPERTIES, LLC
(NWC) HWY 24 AND OLD HAMMOCK ROAD
SWANSBORO, NORTH CAROLINA.
DECEMBER 14, 2005
>3
SITE
A
2
Swansboro
LOCATION MAP
SCALE: N.T.S.
CIVIL ENGINEERING SHEET INDEX
SHEET TITLE
COVER SHEET
DEMOLITION PLAN
SITE PLAN
GRADING AND EROSION CONTROL PLAN
UTILITY PLAN
LANDSCAPE PLAN
VEGETATIVE STABILIZATION
DETAILS
DETAILS
DETAILS
DETAILS
SAND FILTER DETAIL
SHEET #
C-0.0
C-1.0
C--2.0
C-3.0
C-4.0
L-1.0
L-1.1
C-5.0
C-6.0
C-7.0
C-8.0
C-9.0
of 'T�ta (`'? P i
C WATE., QUTALI Y
RECEIVED
SEP 2 0 2006
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140290 N.T.S.
JOB No. SCALE
TLB SHEET
DRAWN
DEG CM000
CHECKED
12/14/05 1 -----
DATE FILE No.

DEMOLITION PLAN N930#
1. PRIOR TO ANY DEMOLITION WHICH WILL UNCOVER ERODIBLE GROUND
SURFACES, ALL APPROPRIATE EROSION AND SEDIMENT CONTROL
DEVICES SHALL BE FUNCTIONAL
2. CONTRACTOR TO REMOVE ANY TREES AND LANDSCAPING AS
REQUIRED TO PREPARE SITE.
3. CONTRACTOR TO REMOVE EXISTING BUILDINGS, PAVEMENT, CURBING,
STRUCTURES, UTILITIES, METERS AND WALKS, ETC. ACROSS SITE FOR SITE
PREPARATION. LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION WORK.
4. CONTRACTOR TO OBTAIN DEMOLITION PERMIT WITH TOWN OF
SWANSBORO PRIOR TO BEGINNING SITE DEMOLITION.
5. CONTRACTOR TO COMPLETELY CLEAR SITE IN PREPARATION FOR
PROPOSED CONSTRUCTION.
6. CONTRACTOR TO BE RESPONSIBLE FOR PROTECTING ALL EXISTING
UTILITIES TO REMAIN DURING DEMOLITION AND CONSTRUCTION SERVICES.
7. EXISTING ASPHALT PAVEMENT SHALL BE BROKEN UP AND HAULED
OFF SITE. ASPHALT PAVING SHALL NOT BE LEFT IN PLACE AND FILLED
OVER. ALL BROKEN ASPHALT AND OTHER DEMOLITION DEBRIS SHALL BE
LEGALLY DISPOSED OF OFF SITE.
& ANY TOPSOIL MALL BE SEGREGATED AND STOCKPILED FOR REUSE
IN LANDSCAPE AREAS.
9. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR THE
REMOVAL AND/OR RELOCATION OF SEWER. GAS, ELECTRIC, AND
TELEPHONE SERVICES.
10. CONTRACTOR SHALL VISIT SITE AND BECOME THOROUGHLY FAMILIAR
WITH EXISTING CONDITIONS PRIOR TO BIDDING.
11. UNDERCUTTING OR STABILIZATION OF LOWER CONSISTENCY FILL
MATERIALS SHOULD BE ANTICIPATED WITHIN LOCALIZED PAVEMENT AND
GRADE SLAB AREAS. SEE GEOTECH REPORT BY ECS LIMITED DATED
NOV. 17, 2005.
12. TREES AND LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE
PROTECTED DURING CONSTRUCTION USING TREE PROTECTION FENCING.
13. ALL WASTE MATERIAL GENERATED FROM DEMOLITION WORK SHALL BE
DISPOSED OF OFF SITE IN ACCORDANCE WITH LOCAL REGULATIONS. NO
OPEN FIRES WILL BE ALLOWED. ASBESTOS MATERIALS, PCB, OILS,
FREON AND ALL HAZARDOUS MATERIALS TO BE DISPOSED OF IN
ACCORDANCE WITH EPA STANDARDS.
14. SALVAGEABLE FILL MATERIALS FROM SITE DEMOLITION SHALL BE
TESTED AND APPROVED TO BE ACCEPTABLE ON SITE BY AN
INDEPENDENT SOILS TESTING LABORATORY. SALVAGEABLE FILL
MATERIALS SHALL BE UTILIZED FOR FILL MATERIAL WHERE APPROPRIATE.
15. STRIP TOPSOIL, CLEAR AND GRUB AS REQUIRED WITHIN
CONSTRUCTION LIMITS.
16. GENERAL CONTRACTOR TO PROPERLY DISPOSE OF THE ONSITE USED OIL
TANK AND PROPERLY REMOVE AND DISPOSE OF THE IMPACTED SOILS
BENEATH THE CONCRETE PAD.
17. GENERAL CONTRACTOR TO PROPERLY ABANDON THE TWO ONSITE WATER
SUPPLY WELLS.
18. GENERAL CONTRACTOR TO PROPERLY DISPOSE OF THE USED BATTERIES.
1. DEEDS RECORDED IN ONSLOW COUNTY REGISTRY:
a. DB 709, PG 50
b. DB 336, PG 228
2. "SURVEY MAP PROPERTY OF TOWN OF SWANSBORO"
RECORDED IN MAP BOOK 15, PG 26
3. "MAP NO. I OF C.S. WARD HEIRS PROPERTY"
BY: LT. MERCER, NC PLS No. L-796, DATED: FEBRUARY 22, 1962
RECORDER IN MAP BOOK 7. PG 44
4 "SURVEY FOR RUBY W. MILSTED"
BY: CHARLES A. RAWLS, NC PLS No. 2491
DATED: JANUARY 10, 2005, LAST REVISED JANUARY 27, 2005
NOT RECORDED
NOTES:
1. PREPARED FOR KELLEY AUSTIN PROPERTIES. LLC.
2. LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN ARE FROM VISIBLE
BY: BARDEN LANIER. NC PLS No. L-1223. DATED: NOVEMBER 4. 1974
SURFACE STRUCTURES AND ARE APPROXIMATE. OTHER UNDERGROUND
UTILITIES MAY EXIST AND ARE NOT INCLUDED IN THIS SURVEY.
3. UTILITIES MAY EXIST AND ARE NOT INCLUDED IN THIS SURVEY. FIRM
COMMUNITY No. 370179. PANEL No. 5364 J. DATED 7/16/03.
4. HORIZONTAL CONTROL IS BASED ON NC STATE GRID SYSTEM. NAD'83.
5. VERTICAL CONTROL IS BASED ON NAVD'88.
6. HORIZONTAL AND VERTICAL CONTROL ESTABLISHED BY GPS
OBSERVATIONS AND PROCESSED WITH O.P.U.S. ON LINE SERVICE USING
FOLLOWING CORS BASE STATIONS: 1) PID AJ4868, FDTC FLORENCE DARLINGTON*
2) PID DF706,5 KNS1 KENSINGTON 1 do 3)PID A19604, NBR2 NEW BERN 2.
7. THIS PROPERTY LIES IN ZONE X. NOT A FLOOD HAZARD AREA, PER FIRM
370340, PANEL 5364, DATED JULY 16. 2003.
S. 20' TELEPHONE EASEMENT, 10' EACH SIDE OF STURCTURE. SEE EASEMENT
AND EXCEPTIONS SCHEDULE B - SECTION 2. REFERENCE &
9. 30' POWER EASEMENTS, 15' EACH SIDE OF STRUCTURES. SEE EASEMENT
AND EXCEPTIONS SCHEDULE 8 - SECTION 2. REFENCES 5. 6 do 7.
10. NO WETLANDS EXIST ON THIS PROPERTY.
CONTRACTOR TO IDENTIFY EXISTING WATER AND SEWER SERVICES TO
BE ELIMINATED AS REQUIRED BY TOWN OF SWANSBORO REQUIREMENTSau"w
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EX. OFF SITE PARKING LOT
TO REMAIN UNDISTURBED
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Ste. ..... ss s ..... s---M
1 ss'/ .
s�eins�r�r '
�\ EX. OVERHEAD POLE AND
ELECTRIC TO BE REMOVED
AND RELOCATED (TYP.) l
31 �.
71
` 3 1
EX. GRAVEL/ASPH......'
DRIVE TO BE REMOVED
s �rvr
vy
IRA r ACRES x JM.EX. SHED TO BE
0) RELOCATED FOR 1
TEMPORARY OFFICE. 1
EX. COMMERCAIL BUILDING TO BE\
REMOVED INCLUDING SIDEWALK,
PORCH AND ASSOCIATED UTILITIES
(TYP.) \
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REM O SIGNS
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EX. WATER APPROX.
LOCATION. VERIFY IN FIELD
(TYP-)
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EX. TREES TO
BE REMOVED
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EX. GRAVEL DRIVE '
TO BE REMOVED /
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DEMOLITION PLAN
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�- EXISTING STONE
PARKING LOT TO BE
1 REMOVED (TYP.)
CONSTRUCTION LIMITS
(TYP-)
�- EX. CURB CUT ACCESS
DRIVE TO BE REMOVED
EX.
ASPHALT PARKING LOT
TO
BE REMOVED (TYP.)
EX.
CURB AND GUTTER
TO
BE
REMOVED (TYP.)
EX.
CURB
AND GUTTER
TO
BE
REMAIN
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TOTAL SITE AREA: 1.43 ACRES
1 " = 30'
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140290
1" : W
JOB No.
SCALE
TLB
SHEET
DRAWN
G=l
DEG
0
CHECKED
12/14/05
--•-'-------
DATE
I FILE No.
••--.!•+r r'1"t',"' _� :17-
iir {� (I � �� � 1 / s ,q ,` � '•� ; ''.i� i�k [ L� ,�I1 !r �� r'r �

ZONING: B-1
ADJACENT ZONING: B-1
SITE AREA: 1.74 ACRES
BUILDING AREA, HEIGHT AND USE: SEE ARCHITECTURAL PLANS
PARKING RATIO: 1 SPACES PER 200 SF
PARKING REQUIRED: 73 SPACES
PARKING PROVIDED: 77 SPACES (INCLUDING 4 HANDICAP)
PROPERTY IS NOT IN REGULATED WATER SHED OR IN A
FLOOD ZONE
TOPOGRAPHIC SURVEY PERFORMED BY GREENHORNE &
O'MARA, INC. ON DECEMBER 12, 2005.
TOTAL AREA = 75,794 SF
EXISTING IMPERVIOUS AREA- 75,794 SF
PROPOSED IMPERVIOUS AREA: 68,379 SF
PROPOSED X IMPERVIOUS AREA: 90.2%
OWNER: KELLEY AUSTIN PROPERTIES. LLC.
1076 W. 4TH STREET SUITE 200
WINSTON-SALEM, NC 27101
CONTACT: MICHAEL KELLEY
TELEPHONE: [phone]
CURBING AND PAVING NOTES:
1. ALL CURB & GUTTER SHALL BE 18" CURB & GUTTER.
DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE
NOTED. TRANSITION LENGTH OF 20 FEET FROM 18" WIDE TO
EXISTING CURB AND GUTTER.
2. IMPROVEMENTS WITHIN NCDOT RIGHT-OF-WAY SHALL BE
SUBJECT TO NCDOT PERMIT REQUIREMENTS AND INSPECTED
BY NCDOT,
3. CONTRACTOR SHALL TAKE CARE TO MAKE SMOOTH,
FLOWING TRANSITIONS AT NEW AND EXISTING ASPHALT AND
CURB TIES.
4. ALL HANDICAP ACCESSIBLE PARKING SPACES SHALL HAVE
AN R7-8F SIGN. SEE DETAIL SHEET FOR H.C. SIGN DETAIL,
5. ALL PAINT STRIPING, PAVEMENT MARKINGS AND SIGNAGE
SHALL CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES".
6. CONTRACTOR TO REPLACE CURB AND GUTTER WHERE
WORKMANSHIP IS NOT STRAIGHT AND TRUE.
GENERAL HMS;
1. SEE SHEET C 1.0 FOR EASEMENTS AND LOT INFORMATION.
2. SEE SHEET L-1.0 FOR LANDSCAPE PLAN DETAILS.
3. SEE ARCHITECTURAL PLANS FOR SIDEWALK PLANS BY OTHERS.
4. SEE LIGHTING PLAN BY OTHERS.
5. HANDICAP PARKING SPACES, SURFACES AND SIGNAGE PER AD
REQUIREMENTS.
6. SEE ARCHITECTURAL PLAN FOR SIDEWALK PLANS BY OTHERS.
7. SEE LIGHTING PLAN BY OTHERS.
8. ALL CONCRETE SIDEWALK THAT CROSSES DRIVEWAYS OR ROADS
SHALL BE 6" THICK
LEGEND
EXISTING
I NEW
WATER METER
WATER VALVE
FIRE HYDRANT
P�
POST INDICATOR VALVE
p d0
CLEAN OUT
O CA
BF
BACKFLOW PREVENTER
SS
SANITARY MANHOLE
060
SEWER CLEANOUT
qm
ED
DROP INLET
191
STANDARD CURB & GUTTER
CONSTRUCTION FENCE
" —m '-X —
,...,w W_•_•
WATER MAIN
_.._.s5.....^ss_..___..
SANITARY SEWER
---SS---SS--
---- ST •-•-- ST •---'
STORM SEWER
•--ST-ST—ST
•3�
STREET LIGHT
i�E
•-••-'SF--•--• SF ---
SILT FENCE
—SF SF—SF--
13
BLOCK & GRAVEL INLET PROTECTION
11
(TREE) PROTECTION FENCING
000000000000
�- ._5� �•_..
INTERVAL CONTOUR - 1'-359--�
`�- -3s0-----�
INDEX CONTOUR - 10'
DRAINAGE AREA
-•0 G-'••-
GAS LINE
-OHE OHE-
ELECTRIC LINE
-OHE OHE-
.
HEAVY DUTY ASPHALT
' ' = = - • • • • • - -
HEAVY DUTY CONCRETE;:N'_r��:r
DEMOLISHED LINES
CONSTRUCTION LIMITS
DEMOLITION AREAS
CONSTRUCTION ENTRANCE
......�.............................................._._..............._.. .. � ..
PROPOSED 40' PROPOSED PROPOSED 5'
LL ACCESS CONCRETE SIDEWALK HC RAMP AND ------
�~C� M APRON (TYP-)
........._ ED 3 DETECTABLE WARNING
12"x1810o Not "�
O C�- �ij:��
24" STOP " �`" -, , TILES PER ADA
IGN Block Entrance REQUIREMENTS (TYP.)
aiq `--�.- SIGN . {.PROPOSED ,
.: __...
12"x18" "Do Not :::'. FULL ACCESS
:-::
Block Entrance*'� 0 24" STOP
SIGN:::::::
SIGN
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30 CROSS .:_ ';�•
i
ACCESS
:�.
_ EASEMENT -
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SECURITY
AIN 10' 9•
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SECURITY
FENCE
R40'_
24'
PROPOSED
`ton DONWIE-THRU PHARMACY
r 149550 SQ. FT.
7' SIDEWALK
HANDICAP PARKING
SIGN PER ADA
REQUIREMENT (TYP.)-
7, 97'
BOLLARD
DEI (TyP-) -)
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RS-1 "DO NOT ~ ACCESS
30' CROSS �f- ENTER" SIGN R�� .%
ACCESS a•
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24" STOP
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PROPOSED N
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CURBING N■'
" " " 18' ' �. 14' 7
12 x18 Do Not
Block Entrance"
SIGN
Q
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.-....... _
40
PROPOSED RIGHT IN/RIGHT OUT is
W/LEFT OVER ACCESS"
PROPOSED CONCRETE .....
APRON ......---- ........_�..... .....� . r, . �...............
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NC HIGHI Y 24 RIW 1 0' (22,LtO VPD)
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4' CONCRETE
EXPRESSWAY GUTTER
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i *
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--TIE NEW CURB ANDQ
GUTTER INTO EX.
CURB AND GUTTER
CONSTRUCTION LIMITS (TYP.)
(AREA = 81,877 S.F.)
PROPOSED 18" CURB
AND GUTTER (TYP.)
PROPOSED 5'
SIDEWALK
'ROPOSED LANDSCAPE BUFFEFS,
.x
commfnaAk
PROPOSED HANDIC PARKING
SIGNS PEY/R/ AD/A /R/EQ�FUIREMENTS
APPROX. 80 LF OF 30"
4 CURB AND GUTTER CLOSING
EXISTING DRIVE AND TIE
INTO EXISTING
PROPOSED 25' HIGH (100 SF MAX.)
PYLON SIGN WITH MANUAL READERBOARD
MUST COMPLY WITH THE TOWN OF
SWANSBORO SIGN ORDINACE.
sCDOT R/W
—'-YELLOW PAVEMENT
STRIPING (TYP.)
YELLOW TRAFFIC
ARROW
PROPOSED CURB AND
GUTTER TO TAPER TO
MATCH EXISTING
HC RAMP AND
DETECTABLE WARNIN
TILES PER ADA
REQUIREMENTS (TYP.)
9
SITE PLAN
NC HIGH WA Y 24 RIW 1 00"
FD 4
4
3'
Q CONCRETE _FLUME DETAIL
N.T.S.
REQUIREMENT:
PER ADAAG SECTION 4.1.2 (1): AT LEAST ONE ACCESSIBLE ROUTE
COMPLYING WITH 4.3 SHALL BE PROVIDED WITHIN THE BOUNDARY OF THE
SITE FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING SPACES,
PASSENGER LOADING ZONES IF PROVIDED, AND PUBLIC STREETS OR
SIDEWALKS, TO AN ACCESSIBLE BUILDING ENTRANCE.
PREFERRED LOCATION FOR ACCESSIBLE ROUTE SHALL COINCIDE WITH
PEDESTRIAN ACCESS TO CORNER. OTHERWISE LOCAL ARCHITECT TO
DETERMINE BEST LOCATION TO CONFORM TO SLOPE ALLOWANCES DEFINED
BY ADA.
VERIFY COMPLIANCE WITH MORE STRINGENT LOCAL CODES.
NOTE:
EXISTING CURBS, SIDEWALKS AND RAMPS AROUND SITE TO BE IN "AS NEW
CONDITION
NOTE:
DIRECTIONAL SIGNAGE AND STOP SIGNAGE TO BE INSTALLED
AS DIRECTED BY WALGREEN S AND APPROVED BY TOWN OF
SWANSBOR0.
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140290
1" = 30'
JOB
No.
SCALE
TLB
SHEET
DRAWN
C=210
DEG
CHECKED
12/14/05 - - -
DATE FILE No.

NOTE: CONTRACTOR SHALL VERIFY SIZE, DEPTH, LOCATION AND MATERIAL
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT NORTH
CAROLINA ONE CALL CENTER AT 1-800--632-4949. UTILITIES SHOWN ON
THESE DRAWINGS ARE APPROXIMATE LOCATIONS AND MAY NOT INCLUDE
ALL UTILITIES PRESENT. THE CONTRACTOR IS RESPONSIBLE FOR ALL AND
ANY LOCATION COST AND DAMAGE TO EXISTING UTILITIES. CONTRACTOR
SHALL CONTACT THE TOWN OF SWANSBORO FOR LOCATION OF EXISTING
WATER AND SEWER FACILITIES.
NOTE:
STORMWATER
RUNOFF INFORMATION
PROVIDED INCLUDED IN DRAIN
PIPE
DATA TABLE TO
EACH INLET LOCATED
IN THE TABLE BELOW.
I NOTE: DRIVEWAY APRON TO SLOPE TOWARD STREET, I
NOTE: PROVIDE MAXIMUM 2% SLOPE ACROSS HANDICAP ACCESSIBLE
PARKING SPACES IN ALL DIRECTIONS.
NOTE: ALL RETAINING WALLS GREATER' THAN 4 REQUIRE A BUILDING
PERMIT.
LEGEND
EXISTING
NEW
0
WATER METER
0
x
WATER VALVE
I
+•
FIRE HYDRANT
8
POST INDICATOR VALVE
0 co
CLEAN OUT
o CA
F8_Fj
BACKFLOW PREVENTER
@
SANITARY MANHOLE
oco
SEWER CLEANOUT
c�a
D_ -11
DROP INLET
STANDARD CURB & GUTTER
CONSTRUCTION FENCE
-' -X -`
-W-W-
WATER MAIN
"- t W W
- ss - ss -•--
SANITARY SEWER
-•ess----Ss--
- ST -- ST --
STORM SEWER
-ST_ST__ST-
A
STREET LIGHT
A
-SF SF ---
SILT FENCE
--SF-SF-SF-•
13 BLOCK & GRAVEL INLET PROTECTION
13
(TREE) PROTECTION FENCING
__-- .359- .
INTERVAL CONTOUR - 1'
�-�359--
----36n-
INDEX CONTOUR - 10'
�--360-
DRAINAGE AREA
-G G-••'-•
GAS LINE
-OHS OHE-
ELECTRIC LINE
-OHS OHE-
' ;•; ::::•;•:
HEAVY DUTY ASPHALT
...................
4.
- "
HEAVY DUTY CONCRETE'"�;:'�'`�
DEMOLISHED LINES
CONSTRUCTION LIMITS-�•-
DEMOLITION AREAS
CONSTRUCTION ENTRANCE
DRAINAGE STRUCTURE
TABLE
DESCRIPTION
SURFACE
AREA
(AC)
TOP RIM
GRATE
0".
FLOWLINE
IN
FLOWLINE
OUT
CB-1
0.12
31.79
1 27.84
CB-2
0.10
32.20
27.74
27.54
CB-3
0.19
30.50
27.44
27.44
CB-4
0.14
31.22
27.27
27.27
JB-2
0.10
31.55
27.27
27.27
CB-6
0.14
30.80
26.60
26.60
CB-7
0.14
31.00
27.50
27.50
JB-1
0.44
32.00
27.70
27.70
Di-1
0.08
30.80
27.93
EXISTING IMPERVIOUS AREA: 75,794 SF
PROPOSED IMPERVIOUS AREA: 68,379 SF
DRAIN
PIPE DATA
FROM
INVERT
TO
INVERT
DW
(in)
LENGTH
(LF)
SLOPE
(Z)
SURFACE
(AC)
Qta
(cfs)
OW
(cfs)
VcAP
(fps)
CB-1
28.04
CB-2
27.74
15"
110
0.20
0.12
0.78
2.86
3.86
CB-2
27.54
CB-3
27.27
15"
102
0.20
0.10
1.41
2.86
3.86
CB-3
27.44
CB-4
27.27
15"
92
0.18
0.19
2.59
3.11
4.01
CB-4
27.27
JB-2
27.27
15"
52
0.00
0.14
3.42
2.90
3.96
JB-2
27.27
FILTER
27.27
18"
39*
0.00
0.14
7.99
4.14
5.20
DI-1
27.93
JB-1
27.70
15"
94
0.13
0.24
2.41
2.78
3.84
JB-1
27.70
CB-8
27.50
15"
65
0.30
0.08
2.86
5.89
4.80
CB-7
27.50
J8-2
1 27.27
1 18"
1694
0.13
0.08
1 3.36
r 8.03
4.55
* JB-2 CONNECTS TO SAND FILTER.
X/
MACr NO. 3
W5 ACRFS
fig)
*fly
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CONSTRUCTION SEQUENCE:
to
<,3 1. OBTAIN EROSION CONTROL PERMITS FROM NCDENR. OBTAIN ZONING,
i BUILDING AND DRIVEWAY PERMITS AS REQUIRED BY TOWN AND NCDOT.
m
CIO
� � I 2. HOLD PRECONSTRUCTION CONFERENCE Al LEAST ONE WEEK PRIOR TO Fz uj f2 Z 1i �Z
�� STARTING CONSTRUCTION. w w z o w w
. .1 f 3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AT LOCATION p w -
` \ ` �� J SPECIFIED ON SITE PLAN. INSTALL ALL EROSION CONTROL MEASURES AND o 0
ra �~ . DEVICES BEFORE BEGINNING ANY GRADING ACTIVITY. CALL FOR AN ON SITE co z U
��� `�� % INSPECTION BY CITY. WHEN APPROVED, BEGIN CLEARING AND Z w z w rn
�z z
GRUBBING/LAND DISTURBING ACTIVITY. INSTALL PROPOSED STORM DRAIN � z w w z z w w
\......_ _....__. I 0 O 0 1 O._-_._. \ \ ` ` \ ; LINES AND STRUCTURES. j p 0 � UJ v U v
4 INSTALL ANY REMAINING CONTROL MEASURES AND DEVICES THAT w z ¢ � � Z Z
�) 32.04 """" ` COULD NOT BE INSTALLED PRIOR TO SITE CLEARING. o .
" �M•�.... 32•-- -- u. w u- w w
( f _ �\ 32.54 ` � , TEMPORARY 5. GRADE SITE. a � o a a
- ION 6 STALL BLOCK AND GRAVEL
TRANCE
`� `� 0�� CONSTRUCT INSTALL ALL UNDERGROUND UTILITIES. 1N
2'�' �N PROTECTION AROUND DRAINAGE INLETS. co wa N vi rn
_ C 7. INSTALL CURB AND GUTTER, PAVEMENT AND SIDEWALKS. LANDSCAPE N > U ❑ -
I:\� ~` `\ ALL STREET SHOULDERS PER PLAN REQUIREMENTS WITHIN FOURTEEN (14) oc > oc
CB- `�--ST
> •. ,� �� • ` \ \ j DAYS AFTER PLACEMENT OF ASPHALT BINDER HAS BEEN COMPLETED. N
31 ST'> �i j 8. LANDSCAPE ALL AREAS PER APPROVED LANDSCAPE PLAN (SHEET L-1 w
�a� f
�� THIS SET. TEMPORARY AND PERMANENT SEEDING TO BE INSTALLED PER
CB-2 `• :. 32.23 -v THIS PLAN.
31.73 r �� c ¢ m U ❑ cm c'n
I 9. STONE PLACEMENT ON DRIVES AND PARKING LOTS SHOULD BE
,� Z
32.0 SCHEDULED IMMEDIATELY AFTER FINE GRADING AND CURB AND GUTTER IS
down
:3•
1 �A • /
IN PLACE.
2:
31.5
a
10. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED
f
l ,
CAR
WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE + t'0
ti
u
33.38
33.00
32.8
PROP. CB- J
10" /
\
ROOF '
DRAIN
C
\ M
o o
PROPOSED
/
PROP. 6"
ROOF DRAIN
O IMMEDIATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE sb ��idti• , 4
';�► / { ! INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL '
DEVICES.
11. AFTER ACHIEVING ADEQUATE STABILIZATION TO THE SATISFACTION OF
THE NCDENR, THE TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL . A� �. /� s
tf BE CLEANED UP AND REMOVED BY CONTRACTOR. ESTIMATED TIME BEFORE "�,D�y+.1V�,1tl��c���+j
FINAL STABILIZATION - 9 MONTHS. �r4�D $� •",
12. FOR UNDERGROUND UTILITY LOCATIONS CALL 1-800-632-4949 FOR �'.,+��„=c�►�:•��/Y
ULOC LOCATION SERVICES.
f EROSION_ _CONTROL NOTES: ne
1. INSPECTIONS EACH WEEK AND AFTER EACH RAINFALL SHALL BE MADE <
BY CONTRACTOR TO OBSERVE THE CONDITION AND OVERALL PERFORMANCE
OF EROSION CONTROL DEVICES AND MEASURES. IF ANY EROSION
CONTROL COMPONENTS FAIL. NOTIFY THE OWNER IMMEDIATELY AND BEGIN
TAKING CORRECTIVE MEASURES.
C 2. EROSION CONTROL WORK INCLUDES, BUT IS NOT UMITED TO ALL
jf DROVCEtl`�HRU PHARMACY / 1. MATERIALS, INSTALLATION, ROUTINE MAINTENANCE, DEMOLITION, AND Z
PROP. BLOCK AND & ( 1 � REMOVAL OF EROSION CONTROL DEVICES AND MEASURES. PROPERLY ...
GRAVEL INLET / / I PROPOSED SILT FENCE DISPOSE OF ALL SEDIMENT IN CONJUNCTION WITH THE REMOVAL OF THE
PROTECTION, TYP. DI-1 149550 SQ. FT. a \1 CB-4 �, � � f I f (�•) 3. PREROIOR CONTROL DEVICES AND ONY DEMOLITION WHICH MEASURES.
LL COVER GROUND SURFACE, z �
aj� - 33.50 M ' i . , j I' ch ALL APPROPRIATE EROSION AND SEDIMENTATION CONTROL DEVICES AND LLJ L
w Qcn
�
F.F.E.32.8 MEASURES SHALL BE INSTALLED AND SHALL BE FUNCTIONAL. co
/ tj 4 STRIP SEGREGATE AND STOCKPILE Al TOPSOIL TO BE DISTURBED Z "
33.38 r-
32.88 L / DURING DEMOLITION AND CONSTRUCTION WORK. PROTECT TOPSOIL FOR
V / SAND FILTER DRAINAGE AREA& REUSE IN LANDSCAPED AREAS.
5. EXISTING CONDITIONS SHOWN ARE TAKEN FROM A FIELD SURVEY BY ...�'
GREENHORNS & O'MARA. INC. ON
33.26 /JB-2 6. LIMITS OF DISTURBANCE ARE SHOWN ON C1.0. cn a
::
O "\ f ,..�i 7. SEE GRADING NOTES. Z
z/M/z / I -
V 33.38 " 33.22 N. 32.63 7� %" Q > rn
32.88 32.72 V t ,� V w Z Q, r
31.85
33.26 h U U a�
`y 32.9� '• r �� 11/�x s �� �y 1NSPECTiON AND MAID' E PLAN 'p, Lu�
iV
� 2.5 32.97 I I49
31.30 31.75 CONSTRUCTION LIMITS (TYP.)
30,8rk7 31.00 1.25 I (AREA = 77,775 S.F.
I CB-7 31 31.15 �� SAND FILTER (ALL SOLID TOPS)
3 1.00 0.65 f 130' LONG, 9'-5" WIDE, 5'
3HE� _ 30.50 4 DEEP. SEE SHEET C-9.0 FOR
C F1 -
_ _)I I .' CH DETAILS
r '� 3' 31 3 �• ' ' ' ' -,�,
4........... 0
W
_..............
r ...
_., . ............................. `_..
30.80 30.10x� \
CONCRETE GUTTER ` TIE 0 EXISTING .
SALE \ - 4 r' � ff �l '�' 4 fit'/� A/ 7C? '
c VERIFY STRUCTURE
DEPTH PRIOR TO _� - ,_............_ .., - .....-__ ....... -- 1
3 ...----.-•�...........:�`=------._..�...::: �'\CONSTRUCTION TO � Z.
I
1�' ? � NSURE ADEQUATE
. _ _ ` ................ `"f LOPE CAN BE
.................
ACHIEVED.
µ
�\ •�&a )
All
\ c> ww�. 0
Fes: t
�-� NOTE: MAXIMUM CROSS AND RUNNING
4 SLOPE 2% IN HANDICAP PARKING
AREA (TYP.)
G ING AND EROSION CONTROL PLAN
sc 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED O
FOR STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING
RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES AS
DESIGNED.
2. SEDIMENT FENCE WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
FENCE NO LONGER DRAINS PROPERLY.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
IT BECOMES ABOUT 6 INCHES DEEP.
4. SEE EROSION CONTROL NOTES AND GRADING NOTES.
5. OWNER TO INSPECT STORM DRAINAGE SYSTEM QUARTERLY AND FLUSH
OUT SYSTEM AND REMOVE DEBRIS IN SYSTEM AS NECESSARY.
Q
Z
GRADING NOTES: J Z
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING co Q w
UTILITIES TO REMAIN DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. qqr
2. ALL EXISTING TREES AND VEGETATION ON SITE WHICH ARE TO REMAIN, a'
SHALL EITHER BE PROTECTED OR REMOVED AS DIRECTED BY THE J U -a
ENGINEER. J 0
3. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR REMOVAL 0
AND/OR OF GAS, ELECTRIC, SEWER, WATER AND TELEPHONE �
SERVICES.
W O
4. CARE SHALL BE TAKEN WHEN WORKING AROUND. UNDER OR NEAR 0 Z ZZ
TRANSMISSION TOWERS, POLES, AND OVERHEAD LINES.
5. CURB AND GUTTER SHALL BE PITCHED TO MATCH THE ADJACENT W W Q V
DRAINAGE PATTERNS. () a =
6. CURB AND GUTTER SHALL BE FIELD CHECKED AND APPROVED BY THE Z
ENGINEER TO MATCH EXISTING SURFACES AND TO PROVIDE ADEQUATE Z 0 ❑
SURFACE DRAINAGE. W Ix _J a
7. CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF w Q. 0 (/)
ALL WASTE MATERIALS OFF SITE. THE RESPONSIBILITY SHALL INCLUDE ALL wZ ❑ 0
REQUIRED APPROVALS AND CONDITIONS DICTATED BY LOCAL OR STATE
EROSION CONTROL AUTHORITIES. _j F_ Z w
8. ALL OPEN UTILITY PIPES SHALL BE PROTECTED WITH STONE FILTER Q (n Q W
PROTECTION AFTER STOPPAGE OF WORK EACH DAY WITHIN CONSTRUCTION
LIMITS. �: Q N ❑
9. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER ARE TOP OF Z
CURB UNLESS OTHERWISE NOTED. W > Q
10. SEE GEOTECHNICAL INVESTIGATION BY QORE PROPERTY SCIENCES FOR W
COMPACTION REQUIREMENTS FOR FILL PLACEMENT. ANY FILL PLACED IN W J = ('
THIS DEVELOPMENT SHALL BE PLACED IN ACCORDANCE WITH THIS REPORT. 0 W .-. O Z
0 Y L)M ❑
CD
GENERAL WATERSHED INFORMATION EXISTING BUILD UPON AREA: 75,794 SF a. Z Z
PROPOSED BUILD UPON AREA: 68,379 SF MAX. AMOUNT OF BUILD UPON
AREA ALLOWABLE: 68.379 SF.
RECEIVED W
SEP 2 0 2006 140290 1" = W
JOB No. SCALE
DWQ TLB SHEET
DRAWN
DEG C=300
30 0 30 60 90 CHECKED
1 " = 30' 12/14/05-----
DATE FILE No.
1-11 �. __ ►a;.'r � F Y, •� .�. .I�;w s !r.�. ,�Tc.1.,�r;:1r ..}�.i.�.T.7�. T,r[�.7rY1�je f .+�R'jfA!rl Fy'.'�?'�{I1f� r�.�f!'lp.Lra3fsI�'Iic.CFsT:irc�•-7-}T.; [•: jT icy - ...
s,=y•r.r�r.r•

UTILITY PLAN NOTES:
1, GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATION AND PROTECTION OF ALL EXISTING
AND PROPOSED INSTALLED LINES AND STRUCTURES.
2. GENERAL CONTRACTOR IS RESPONSIBLE FOR GIVING PROPER NOTICE FOR CONSTRUCTION,
TIE—INS AND TESTING TO 133TH OWNER AND GOVERNING AUTHORITIES.
3. GENERAL CONTRACTOR SHALL VERIFY SURVEY INFORMATION OF EXISTING UTILITIES TO BE TIED
INTO THE PROJECT. IF FOUND DIFFERENT IN FIELD, CONTACT ENGINEER IMMEDIATELY TO
COORDINATE APPROPRIATE INSTALLATIONS. CONTRACTOR TO COORDINATE WITH UTILITY
COMPANIES AS REQUIRED. LOCATION OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE UTILITY
COMPANY TO DETERMINE THE EXACT LOCATION OF ALL UTILITIES AND/OR UNDERGROUND
STRUCTURES PRIOR TO THE INITIATION OF ANY CONSTRUCTION. CONTRACTOR SHALL ALSO
ASSUME FULL RESPONSIBILITY FOR DAMAGE TO ANY UTILITIES ENCOUNTERED FROM
CONSTRUCTION ACTIVITY.
4. SEE CONTRACT FOR DETAILS OF UTILITY INSTALLATIONS.
5. OWNER TO OBTAIN NCDOT PERMIT FOR HIGHWAY 24 AND TOWN DRIVEWAY PERMIT FOR
COMMERCE DRIVE ACCESS GENERAL CONTRACTOR SHALL ADHERE TO THE CONDITIONS OF
THIS PERMIT.
6. SITE UTILITY CONTRACTOR TO INSTALL WATER AND SEWER WITHIN 5'-•-0" OF BUILDING.
PLUMBING CONTRACTOR TO CONNECT HIS WORK AT THAT LOCATION.
7. CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER PRIOR TO ANY EXCAVATION.
S. CONTRACTOR TO PROVIDE AS—BUILTS OF UTILITY INSTALLATIONS AS REQUIRED, PER CITY, FOR
OWNER'S USE.
9. ALL WATER LINES SHALL BE INSTALLED WITH A MINIMUM OF 4' COVER.
10. MAINTAIN 18 MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES.
11. VERIFY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF CONFLICTS
ARE ENCOUNTERED.
12. CONTRACTOR SHALL ENSURE UNINTERRUPTED SEWER SERVICE ON EXISTING SEWER AND
SERVICE CONNECTIONS BY PROVIDING AMPLE TEMPORARY WASTEWATER PUMPING AND/OR
BYPASSING.
13. ALL AREAS IN CUT OR FILL WHERE VEGETATION HAS BEEN REMOVED SHALL BE SEEDED,
MULCHED, FERTILIZED, AND/OR SODDED AS REQUIRED TO PREVENT EROSION.
14. NO TREES, SHRUBS, PERMANENT STRUCTURES OR OTHER UTILITIES (EXCEPT FOR CROSSINGS)
WILL BE ALLOWED WITHIN SANITARY SEWER EASEMENT.
15. THRUST BLOCKS SHALL BE PLACED ALONG WATER LINE AT ALL 90' AND 45• BENDS, AT ALL
TEES, AND BEHIND ALL VALVES. SEE SHEET 7.0. DETAIL 3, FOR DETAILS OF THRUST BLOCK
PLACEMENT.
16. CONTRACTOR SHALL VERIFY SIZE, DEPTH, LOCATION AND MATERIAL OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION. CONTACT NORTH CAROLINA ONE CALL CENTER AT
1 •-800-632-4949. UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE LOCATIONS AND
MAY NOT INCLUDE ALL UTILITIES PRESENT. THE CONTRACTOR IS RESPONSIBLE FOR ALL AND
ANY LOCATION COST AND DAMAGE TO EXISTING UTILITIES. CONTRACTOR SHALL CONTACT THE
CITY OF LANCASTER FOR LOCATION OF EXISTING WATER AND SEWER FACILITIES.
17. FIRE HYDRANT SHALL BE RELOCATED FROM THE PUBLIC ROW TO PRIVATE PROPERTY. THE
HYDRANT SHALL BE LOCATED BEHIND THE RP AND BE PRIVATELY MAINTAINED.
18. GENERAL CONTRACTOR TO OBTAIN WATER AND SEWER UTILITY PERMITS WITH TOWN OF
SWANSBORO.
19. IRRIGATION PLAN TO BE FURNISHED BY WALGREEN'S APPROVED SUBCONTRACTOR.
20. ALL SEWER CONNECTIONS TO EXISTING LINES TO BE DONE UNDER SUPERVISION
OF TOWN UTILITY SUPERINTENDENT
BENCHMARK:
SEE C-1.0 FOR TEMPORARY BENCHMARKS.
4 sY
� AL j
Lp
e� c. — .. �'j Nz
`
PROPOSED PAD MOUNTED
�47 \ TRANSFORMER
1 SS - , �
ss
C qgj-
PROPOSED 6" SANITARYno
' ' •'
SEWER SERVICE LATERAL 1
... ..................._.............-_�;; �1 .�• S '
' �.
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S'
E
HIM
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GAS METER
ELEC. METERN� I
\
M _\
11\v� PROPOSED lit
14,550 SQ. FT. �\
r $WRY 1
N,r /
MACr W, 3 /
awl /
1
-----� 'Itk\
PROPOSED FIRE / 1
\ DEPARTMENT CONNECTION j 1
It
• � f
PROPOSED 6" HYDRANT AND 1
VALVE ASSEMBLY PER TOWN OF
SWANSBORO REQUIREMENTS
FPO P / i
oil
X1 <aw OH
/,. • ::
RIW .. ` ` 1 8#"Ft'f r r-.► OHS'
2" DIP
6" DIP DOMESTIC LINE
FIRE LINE
FIRE HYDRANT -,*,,, 1" IRRIGATION
do 6" HYDRANT , LINE
LEG
ww ---- w w
....... w _.......... w ......... _. IN --- - ----- - ................ w
VEXISTING
_.....?
8"x6" TAPPIN 8"
SLEEVE & VALVE PVC WATERLINE
S • NITS
WATER CONNECTION 3
Y�:2-4'
RIW 100' (22,000 VPD
r
-------------- ................. ;...� ....,
UTILITY PLAN
9)�
PROPOSED 6" FIRE LINE WITH REDUCED
PRESSURE BACKFLOW ASSEMBLY LOCATED
WITHIN BUILDING AND METER PER TOWN OF
SWANSBORO. BACKFLOW ASSEMBLY TO BE
VISIBLE.
aUxx
UMAI.
IM&
PROPOSED 2" DOMESTIC WATER SERVICE
WITH REDUCED PRESSURE BACKFLOW
ASSEMBLY LOCATED WITHIN BUILDING AND
METER PER TOWN OF SWANSBORO
! PROPOSED 1 " IRRIGATION SERVICE WITH
RPZ AS REQUIRED BY TOWN OF
SWAINSBORO
pp
. ........ m/w
wxz
W
NC HIGH WAY 24
H/w 10'
NOTE: GAS SERVICE TO BE PROVIDED
AS REQUIRED FOR COMPLETE
INSTALLATION. VERIFY LOCATION IN FIELD
AND COORDINATE WITH GAS COMPANY.
NOTE: DRY UTILITIES NOT SHOWN ON
PLAN TO BE COORDINATED WITH DRY
UTILITY CONTRACTOR.
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140290
1" = 30'
JOB No.
SCALE
TLB
SHEET
DRAWN
C=4,0
DEG
30 60 90 CHECKED
1» — 30' 12/14/05
-----
_- __ DATE
FILE No.
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PLANTLIST
KEY
BOTANICAL MAME
COMMON NAME
QUAN
CALIPER
HEIGHT
SPREAD
ROOT
REMARKS
Trees
Up
Ulmus arvifolia 'Allee'
Ailee Elm
10
2"
10-12'
B&B
matching, hi branching
U 2
Ulmus arvlfolia 'B ue'
Bos ue Elm
9
2"
10-12'
B&B
matchin , N branching__
IbT
Ilex comuta 'Burford' Treeform
Treeform Burford Holly
5
6' min
5'
B&8
UN
L.a erstroemia indlca'Ho i'
Crape MyrUe
9
10-12'
B&B
13 Stem Matching
Shrubs & Ground Cover
IcB
Ilex comuta 'Burfordl Nana'
Dwarf Burford Holly
100
1814
Cont.
lec
Ilex comuta'Cadssa'
Carlssa Holly
67
24■
Cont.
IcST
ilex crenata'Soft Touch'
lCrenate Hotly
93
18"
Cont.
Jp I
1juniperus
davudca expansa
Parsons Juniper
2,189sf
2411
Cont.
An I
I
I
Annuals
264sf
Woo
TREE PLANTINCs NOTF-5_
TREE WRAP (SEE 5PEC'5) IS TO HE USED ON THIN PARK SPECIES ONLY (SUCH AS
MAPLES). THE LANDSCAPE ARCHITECT &WALL BE THE SOLE JUDGE OF WHICH
SPECIES SHOULD BE WRAPPED IF THERE 1$ ANY QUESTION.
IF TREES SETTLE OR ARE BLOUN OUT OF PLUMB POSITION, THEY SHOULD BE
STRAIGHTENEO BY MAKING ADJUSTMENTS TO THE POSITION OF THE ROOTBALL -
NOT BY PUSHING ON THE TRUNK AND/OR TIGHTENING THE GUY WIRE. TREES SHALL
1:3E STRAIGHTENED DURING THE LIFE OF THE PROJECT AS THEY GET OUT OF PLUMB,
NOT JUST AT THE END OF THE PROJECT.
BALL DEPTHS ON SOME TREES IN A r2iWSLE GROUP MAY VARY. IN GENERAL, 1/2 THE
BALL SHOULD BE A13OVE GRADE. BUT, IF DEPTHS VARY, ALL TREES IN A GROUP
SHOULD BE SET 50 THAT THE BASE OF THE TRUNKS WILL APPEAR TO ESE AT THE
SAME RELATIVE ELEVATION ABOVE GRAPE.
NO DECIDUOUS OR EVERGREEN TREES WILL BE ACCEPTED IF THERE IS MORE THAN
ONE LEADER, UNLESS THE TREE 16 SPECIFIED AS MULTI -TRUNK,
GENERAL NOTES
1. 15415 AS LISTED UNDER "ROOT" IN THE PLANT LIST INDICATES BALLED
AND ElURLAPPED.
2_ VERIFICATION OF TOTAL QUANTITIES AS 6140M IN THE PLANT LIST SHALL
BE THE RESPONSIBILITY OF THE PLANTING CONTRACTOR AND THE TOTAL
QUANTITIES SHALL BE AS REQUIRED ON THE PLANTING PLAN.
3. ALL TREES, SHRUBS, A,0 PLANTS SHALL CONFORM TO ACCEPTED STAND-
ARDS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN
4. ALL SAUCERS SHALL ESE SOAKED WITH WATER AND MULCHED IMMEDIATELY
FOLLOWING INSTALLATION.
5. PRUNING - THIN BRANCHES AND FOL1ACsEi (NOT ALL END TIP5) RETAINING
NORMAL PLANT SHAPE. NEVER CUT EVERGREEN LEADER
b. EACH PLANT SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE AS
IT BORE TO PREVIOUS EXISTW-% GRAPE.
`i. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED
PRIOR TO BACKFILLING.
S. VERIFICATION OF LOCATIONS OF UNDERGROUND UTILITIES 15 RECOMMENDED
PRIOR TO PLANTING.
9. MULCH TO SE 3' TRIPLE SHREDDED MULCH.
GENERAL NOTES
NATIVE (TOIL OR BACLFILL AS PER
TRIPLE 5WREDDED CAN OR DEPTW ROOTBAL SIZE)
E!Y
HARDWOOD MULCH
4' DEPTH "Y"
CUT ARJLIND DED
MIN (TYPJ
ExIStINKa - - �-�- V2 OF R�'LRA1-L
GRADE DEPTH MIK - THE BOTTOM
OF (ROOT BALL $HALL IN
NO CASE 59 BELOW THE
DISTURBED SUBCRADE.
NATIVE SOIL DISTURBED DURING EARTH MOVING
ACTIVITIES (OR OTHERWISE TILLED TO A b' DEPTH MINJ
LNLBURE TWAT SU9GRADE DRAWS ON TO GRADE
OUTSIDE PLANT BED AT PERIODIC LOCATIONS ALONG
LOWER $IPE OF $NLRILO BED. MAINTAIN POSITIVE DRAINAGE
LN EXI8TM SWALM
SHRUB PLANTING DETAIL
L JBMER HOSE SECURED UITH
812 GAUGE PLiAj%.E GAL.V. DARE
BRANCHING HT, TO AAN STD$,
UNLE85 OTHERWISE SPECPIED
PULL BACK BURLAP ON TRUW,
I[ UPPER V3 OF ROOTBALL. CLIP
WRE 5A5KET6 IN 3-4 SEG1rkX*
REMOVE STRING.
NATIVE SOIL OR IMPORTED
ISACKFILL - BEE $PEGS.
6'
TMPLE SHREDDED HARDWOOD MIN
MULCH, 2S'-W AFTER SETTLEMENT
V2 SALL
DEPTH
SEE NOTE
SCARIFY NAV
SOIL TO A &V
DEPTH
8U156RADE (BET
TREE ON UNDISTURBED
BUBGRADE)
SCARIFICATION OF NATIVE SOS.
W RADIUD MIN FOR TREES 2' CAL. OR GREATER
'J' RADIUS MIN FOR TREES, LESS THAN 2' CALIPER
TREE PLANTING DETAILS
NOT TO SCA11
INSURE THAT BASAL ROOTS
TRA,1G TAPER l8 VL51ol.1:-DO NOT
COVER WITH BOIL OR STRAW
\ CLAMP OR OTf•WER APPROVED
TOWN OF SWAN580RO NOTESi
(.(SECTION 24-12)
ALL PLANTED AND RETAINED LIVING MATERIAL SHALL BE MAINTAINED BY THE OWNER
OF THE PROPERTY ON WHICH THE MATERIAL 16 LOCATED, ANY PLANTED MATERIAL
2. WHICH BECOMES DAMAGED OR DISEASED OR DIES SHALL 15E REPLACED PY THE
OWNER WITHIN SIXTY (bra) DAYS OF THE OCCURRENCE OF 5UC44 CONDITION.
NONLIVING SCREENINCs BUFFERS SHALL BE MAINTAINED, CLEANED, OR REPAIRED BY
THE OWNER OF THE PROPERTY ON WHICH THE BUFFER IS LOCATED. SUCH BUFFERS
SHALL BE KEPT FREE OF LITTER AND ADVERTISING.
3(6ECTION 24-13)
THE ADMINISTRATOR MAY ORDER CORRECTIVE ACTION TO PREVENT ANY UNSAFE
CONDITION OVER PUBLIC RIGHT OF WAYS FROM THE OVER GROWTH OF TREES OR
OTHER TYPES OF PLANTINGS, THIS SHALL AL50 APPLY TO SHRU85, BUSHES, OR TREES
4• WHICH BLOCK VISIBILITY FROM DRIVEWAY EGRESS, PARKIN6 LOT$ OR AT
INTERSECTIONS AND NO FOILAGE SWALL BE ALLOWED TO EXTEND FROM PUBLIC OR
PRIVATE PROPERTY INTO ANY PORTION OF A STREET RIGHT OF WAY BELOW A HEIGHT
OF EIGHT (L3) FEET ABOVE THE GRADE OF THE SIDEWALK AT THE PROPERTY LINE.
(SECTION 24-14)
A PERMIT 18 NOT REQUIRED FOR THE PRUNING OF TREES. HOWEVER, IN ORDER TO
PREVENT EXCESSIVE PRUNING AND TOPPIWA OF TREES AND TO PREVENT PRUNING
TWAT WILL BE HAZARDOUS TO THE HEALTH AND NATURAL APPEARANCE TO THE TREE,
COMPLIANCE WITH APPROVED PRUNIWA STANDARDS 15 REQUIRED, AND FAILURE TO
MEET THESE STANDARDS IS A VIOLATION OF THIS SECTION. THE ADMINISTRATOR SHALL
MAINTAIN ON FILE AT ALL TIME$ A COPY OF THE CURRENT EDITION OF PRUNING
BTANDARDS 15Y THE AMERICAN SOCIETY OF CONSULTING Ai4501RISTS AND SHALL MAKE
COPIES OF SUCH STANDARDS AVAILABLE FOR THE COST OF REPRODUCTION UPON
REQUEST.
LANDSCAPE: NOTE:
REMOVE OR RELOCATE TREES TWAT OBSTRUCT VIEW TO STOREFRONT, 13L1ILDING 61CsNS
AND FREE-STANDING $ICsNO. IF NOT POSSIBLE, TRIM OFF LOWER BRANCHES TO
PRESERVE SIGHT LINES.
SHRUBS MUST 15E MINIMUM OF 30" AWAY FROM STALLS (TYP).
AN(POTS [SEE $PEG'9)
AS SPECIFIED)
OR GR AJND
�y 4' DEPTH rV'
CUT (rrpA 4Lit�7 END
Lf lied-SRADE
THOROUGHLY TILL SOIL MIXTURE TO A 12'
PUPTH (BEE 8E0. 02520, PART SJ IN SPECIFICATIONS)
06UFM THAT SURFACE HA$ POSITIVE DRAINAGE
GROUND COVER/ANNUALS PLANTING DETAIL
RUBBER HOSE SECURED WITH .
012 641YsE PLIABLE GALV. WPE
METHOD OF TKzHTEN� WIRE BRANGHWCs HT. TO AAN STDfi
Ume" OTI.91"6E LSPEcw1up
FOUR TReEB PLANTED ON SLOPES LESS
THAN 3,1 - TAPER $OIL U5X WIDTH PULL BACK BURLAP ON TWr-
OF TREE BALL Ma " UPPER V3 OF ROOTBALL. CLIP
FOR TREES PLANTED ON SLOPES GREATER WIRE BA5KET8 IN 3-4 SECrl"
TWAN 311 - THE TAPER OF BOIL ON THE REMOVE STRI 42.
12' SLOPES CANNOT LSE GREATER THAN 2A
T NATIVE cO L - OR IMPORTED
BA!.KPILL •SEE SPED&
A?F'ROX- EAAFY G TRIPLa SHIREDDED HARDWOOD
GRAl7Ic. SCARIFY
E$ 01= TLREE MULCH, AFTER BETTLEMENTT
-• 't. • SID
PORT TINES $
EXISTMa
GRADE
2' BC.aJARE x
30' STAKES -
3 PER TREE
����Ifllllll'III1111 illl!II�h, �;� ,II�IIII
NOT TO SCALE
21 SQUARE x S'
STAKES PMVFN 2'
INTO GROUND -
2 PER TREE
APPROX. EXISTING
GRADE. SCARIFY
SIDES OF TREE
PIT WtH
OR THE$RAKES
NOT TO SCALE
_�..r.-�-.__•_•_____�__.�_.__._.... ........
STREET YARD LANDSCAPING (104 LF OF STREETSCAPE) STREET YARD LANDSCAPING (f 12 LF OF STRMSCAPE)
CANOPY TREE (8' HEIGHT MIN.). f PER 50 LF REQ. - — -- - __..-._..._-'- - --- - _ CANOPY TREE (8' HEIGHT MIN.). f PER 50 LF REQ.
1014'/ 50" 2.08 REQJ3 PROVIDED ss —' ss --� ss - ss > ss - �' f f2'/ 50,=2.24REQ.13 PROVIDED
SJ
SGti
fly
i -•
-w _ Y-'--'-- Y L --•-- 11 �/ 1i W •----- Y V t! W --- Y �-•- W y ...�.
r-
STREET YARD LANDSCAPING (112 LF OF STREETSCAPE)
CANOPY TREE (8' HEIGHT MIN.): f PER 50 LF REQ. -_- - - - - --"
112'/50" =2.24REQJ3 PROVIDED
iS
' as
PARKING FACILITIES LANDSCAPING
8% OF GROSS PAVED AREA REQUIRED TO QE LgNDSCAPED
66,259 SF GROSS PAI/,ED AREA ,
8% OF 66,259 = 5,301 $F REQ.M;.JU $F PROVIU4q0
" Ss
x�
w x Ass \
S
Xs
Soo
• ' \\ Tip
76sf CS i}r
s3sf j 23 '
32s �� !y,
MULCH
■ i r'
x
SOD � ■ /
y �
CS / ` ■ / / I`/ /
MULCH
!/ r `
U 1865f
7
IcB
66
� r
MULCH
SS
SS x
SOD
MULCH
/ ■ r
i ■ ■ / 0
■ � \s�` r Y r.r
1/
y1 t� ■
f r:
SOD
r'.
" / ■ ■ r/ / STREET YARD LANDSCAPING (3 }13 LF OF STREETSCAK)
i
� �'" ■ ' CANOPY TREE (81HEIGHTMIN.): 1 PER 50 LFREQ.
% y 3137 50' 4.26REQJ7 PROVIDED
411
]cc !4
r�
22 j i
I 01 of t
771.41_
PROPOSED 20'r .:.... -
PYLON SIGN
BERRY TURNER 8 ASSOCIATES, INC,
Landscape Architecture
Land Planning
Environmental Design
905 Janes Franklin Road
Raleigh, North Carolina 27606
(919) B51-7150 fax [phone]
277 S.E. 5th Avenue
Delray Beach, Florida 33483
[phone] fax. [phone]
■ PROJECT
WALGREENS
Swansboro, North Carolina
a REVISIONS
OV05/06
02/09/06
02/16/06
03/24/06
• DRAWN CHECKED as
KD WH/KD
■ SCALE DATE
1"-20' 12/13/05
a TITLE
Landscape
Plan
a FILE NO. rwllwwa■IaI_ JOB N0. III1wlw�
■ SEAL SHEET NO. �
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III -
TRAFFIC DIRECTIONAL SIGN
N.T.S.
fTa�1u
KEYED NOMS
TRAFFIC DIRECTIONAL
SIGN.
O 2"X 2" STEEL TUBE
EXTENDED INTO
CONCRETE FILLED 4"
PIPE.
3U 12"0 CONCRETE
FOUNDATION 6"
BELOW FROST LINE
(3 FT. MINIMUM
BELOW FIN. GRADE).
® FINISHED GRADE.
(FREESTANDING)
'-6"
E
LJ ll ll
LANE WIDTH
of ��
b.QIE5
1. PAINT COLOR TO BE "YELLOW" FOR ARROW AND LETTERS. "DRIVE-THRU"
LETTERS TO BE ELONGATED HELEVETICA MEDIUM - 4" WIDE STROKES.
2. PAINT 2" BLACK OUTLINE AROUND ARROW AND LETTERS FOR PROJECTS
WITH CONCRETE PARKING LOTS.
r;"N�DRIVE THRU MARKING DETAIL
N.T.S.
16'-0"
--- 6'-0" 4'-0"
(MIN) (MIN)
BACK OF WALK
KEYED NOTES
6"0 STANDARD STL. PIPE CONCRETE
FILLED AT ALL LOCATIONS INCLUDING
UTILITIES, TRASH ENCLOSURE, AND
SPRINKLER RISERS (EXCEPTION: 4"O
STL. PIPE AT DRIVE-THRU ONLY). PROVIDE
1 /4" WELDED CLOSURE PLATE AT BOTTOM.
PAINT EXPOSED PIPE YELLOW. SECURITY
BOLLARDS AT ENTRY TO RECEIVE GRAY
POLYETHYLENE COVER (FROM IDEAL SHIELD
- 313-842-7290).
TOP OF PAVEMENT.
24"0 CONCRETE FOUNDATION.
USE SONOTUBE FORM30
3/8"0 WELDED HOOPS.
18"0 TOP, BOTTOM, AND
CENTER.
5 SOLID UNDISTURBED SOIL.
PROVIDE PITCH, SMOOTH
CONCRETE FINISH.
TYPICAL PIPE BOLLARD
N.T.S.
4) [2
GROUT JOINTS
BETWEEN TILES
TO MATCH TILE
COLOR.
CRASS SLOPE OF SIDEWALK 6" THICK CONCRETE,
2� MAX BROOM FINISH, FIBER
REINFORCEMENT, 4000 psi,
5% AIR -ENTRAINMENT
EQUAL EQUAL 6" 6
5 3
N 4 4d CID
III III LILjl:fllk' I III III III I 1-1
I I 111 III
ICI_ III III III '�� Ill Ill III
s"
KEYEDNOTES 98% COMPACTED SUBGRADE
<DN/A COMPRESSIBLE O 1 /4" TOOLED JOINT (6' O.C.)
CD FILLER (3/4"
O4" COMPACTED MAXIMUM). 6" X 6" #10 W.W.F.
AGGREGATE BASE CUT BACK AND
30 PAVEMENT. PROVIDE SEALANT,
TYPICAL, AT ALL
JOINTS WITH FILLER.
NOTE: BROOM FINISH TO BE PERPENDICULAR TO FLOW OF TRAFFIC. 1 /2" EXPANSION JOINT
SPACED 24' O.C. PRE -MOLDED EXPANSION MATERIAL SEAL. SEAL TOP WITH GRAY
ELASTOMERIC SEALANT.
TOP OF
CURB LINE
FRONT ELEVATION
LOCATION OF WHEELCHAIR RAMPS
IN ACCORDANCE WITH HOUSE BILL 1296. ALL STREET CURBS CONSTRUCTED OR RECONSTRUCTED OR
ALTERED FOR ANY REASON. SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY HANDICAPPED
AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALK ARE PROVIDED AND AT OTHER
MAJOR POINTS OF PEDESTRIAN FLOW.
0
N.T.S.
ALK
2 314" X 12" X 12" TRUNCATED DOME
TERRA -PAVER BY WAUSAU TILE (18" X 18"
ACCEPTABLE). COLOR TO BE FDX4008 -
INSTALL IN THINNEST MORTAR PER
MANUFACTURERS RECOMMENDATION.
3'4" I b" !
a
II ��I II�IIIII�III�III IIIII�jI—
DETECTABLE WARNING TILE DETAIL
(TRUCK TRAFFIC) `
r-7*).PA.VEM.ENT.SE.CTION DETAIL
j N.T.S.
KEYED NOTES
(D 1 1 /2" WEARING SURFACE OVER
TACK COAT. SUPERPAVE SF 9.5.
2" BINDER COURSE OVER PRIME
COAT. SUPERPAVE 1 19.0.
V 6" CLEAN, GRADED AND
COMPACTED STONE (NO SLAG).
NCDOT ABC STONE.
®WELL -DRAINED SUB -GRADE
(SUB -GRADE TO MODIFIED 95
PROCTOR MIN. COMPACTION).
0 8" CLEAN, GRADED & COMPACTED
STONE BASE (NO SLAG).
NCDOT ABC STONE.
4'-0" (MIN) 1/2" EXPANSION
JOINT
1 /4"/Ff. SLOPE
�2: t SLOPE. N I
n
to.........
SECTION B--B
CONSTRUCTION NOTES
1. NO SLOPE SHALL EXCEED 1':1' (12:1) ON THE RAMPS OR SIDEWALK.
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN
40'. WIDTHS MAY EXCEED 40' IF NECESSARY.
3, USE CLASS 'B' CONCRETE WITH THE SURFACE HAVING A ROUGH. NON-SKID FINISH.
4, A 1 /2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE
WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
HANDICAP RAMP CURB -CUT DETAILS
(CAR TRAFFIC)
NOTE:
SEE REPORT OF SUBSURFACE
EXPLORATION FOR PROPOSED
WALGREEN'S STORE BY QORE
PROPERTY SCIENCES, DATED
OCTOBER 27, 2005.
GRASS STRIP 4
PROP. CONC. ' .XPANSICYN
SIDEWALK ..Jomt - � - • .
4.-
1/2- 7
EXPANSION JOINT = -
+'a LL
cn
1 /2" EXPANSION JOINT
} W W W W W W
6" CONCRETE SLAB
ASPHALT PAVING - - - -
6X6 10/10 WWF
0 N T N N N •—
C� C M }
8
T
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.: a �.ar ....,�.
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E 4000 PSI ` ° # 6
°•. ° ° " c o
- "COET NCRE a °: z w ° 8
LLI Z LLI(A Z Z
4 AGGREGATE BASE N o W 0
_ COURSE NCDOT
= I II_ #-1 I; -I I, `� ABC STONE Z vi o W
=1I�_ ��_ —Ii— °a Q❑o
W
o W 0
I I 11=i I I=1 l i=1 I i� I I-1 I 1=1 uj
; a W
a N
1" DEEP GROOVE
TO BE FILLED WITH
JOINT FILLER 0 a m 0 ❑ r N
����{If#ffflfy��I
+``j%4 CAR pr
CONCRETE AND ASPHALT DETAIL :_
�,
1 X6 DOG EARED CEDAR PICKETS
(3) CEDAR, 2X RAILS EVENLY
SPACED VERTICALLY 7
WHEELCHAIR RAMP WITH
CROSSWALK IF 2 INDIVIDUAL
RAMPS REBUILT ON LARGE
4 7 is' NOTE: BOTTOM OF PICKE
INCLUDING GATES TO BE
ABOVE CONCRETE PAD.
GATE DETAIL
N.T.S.
4 7/16"(TYP.)
8 7
9 FENCE DETAIL
rr►l^r— rR 1'1r MAIL rrr% \1rrAi
ELEVATION
10
N.T.S.
GRASS STRIP
VERTICAL CURB PROP. CONC. EXPANSION ' :
& GUTTER SIDEWALK JOINT '
1 /2 EXPANSION JOINT
:•
1 /2" EXPANSION JOINT
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1 /2" RADIUS SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5 INTERVALS. ONE 1 2" EXPANSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1/2" XPANSION JOINT
WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. WHEELCHAIR RAMPS SHALL HAVE 6" THICK CONCRETE.
HANDICAP RAMP CURB —PLAN
EXTEND SIDEWALK
TO VALLEY GUTTER TO
FORM WHEELCHAIR RAMP
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140290
N.T.S.
JOB
No.
SCALE
TW
SHEET
DRAWN
C=5mO
DEG
CHECKED
N.T.S.
-i '✓T ��� 1 ; '1 !r i . � r- s r ;;• � -i r ! t �� �rj 1 i '•,• 5� �r t1 r1.w E ' ,,
N.T.S.
12/14/05

CURB AND GUTTER
y�:i f•. � :ti. ti.: aa�t!'.: �•. '..�'•YR�7•a.^ '^a .`,,''�:t 'SO~`e: •tS :ray:. 4' �~'o.:ia''�C'•....='y�•�'A•f: i.�•�.F`.n,,:.:y�•�j
..3rY. 1C„.�.ii •i'r :':• ! t},�•. �.S:tiw :4. ... •..y�. .4 •.��:r��:'.y •y ;•..: •7i !'.. x. �i,' '• ` :i 4+•:.^;.`,. �::r
I. •i...S' r.�+'. r i •....{•: • �• . .•�.�...... . •. ••• i•.i• . 5. a : . •�.rtiS...••:. { P• • • yi
'e •' '•:.tw �•r'•;;� fir.... ,.t � y:v'• L' .! 'i. w• 3� i•• � .f � .�P .t•�Y^: �:....•t
•i•' �:+ 4• {. ' v i.: r: t: 7-. w• �%., x. "� " •,: i!• . iv'. . (y._f•.••r..''4
- ..y}••
- -yry +.: ri' :�
y L -•
4"
Y ••t �\ .StM}`•: y�
. i.,
2 COATS YELLOW ---�
TRAFFIC PAINT
NOTE: SEE SITE DEVELOPMENT PLAN
FOR PARKING DIMENSIONS & LAYOUT
(',, PAVEMENT STRIPING DETAIL
N.T.S.
6f1
1 %2" R -•-\
1'-on
I 2,r R
T6pp 2rr 1 /4" R
_
16
of
10" Ad
" ' ! '• "•'
� •_6rr
CUBIC YARDS PER FT-0.0585
SECTION A -A
A -
C
•� I
A 4. 1 2 it
6" CONCRETE HEADER
.5
1 /8"MAX,
6u
7
ri 1
A
10'-0" MAX -
UL J YVLLN JUIN I J
NOTES:
WHERE THE SAWED JOINT WILL LEAVE A SECTION OF CURB
& GUTTER LESS THAN FIVE (5') LINEAR FEET THE ENTIRE
SECTION OF CURB MUST BE REMOVED TO THE NEAREST POINT
CONCRETE FOR CURB AND GUTTER SHALL CONTAIN
NOT MORE THAN 6.6. GALLONS OF WATER PER BAG
NOT LESS 1.5 B.B.L.S. PER CUBIC YARD. FORM
MUST BE ACCEPTABLE TO ENGINEER. ALL CURBS TO HAVE 1/4-
EXPANSION JOINTS AT MAXIMUM OF 50 FEET WITH DOWELS AND
CONTROL JOINTS AT MAX. 20 FEET.
STANDARD CURB AND GUTTER SECTION
ADJOINING SLOPE = Y:X
SLOPE SHALL WHERE X IS A
NOT EXCEED Y LEVEL PLANE
1.20
WALK STREET
MEASUREMENT OF CURB RAMP SLOPE
SEE SIDE FLARE
NOTE BELOW
'_6
ADA M N.
CURB RAMP
"X" IS 60" MIN. AT AN OUT SWING
DOOR WITH A SLOPE OF 1:50 (2%)
MAXIMUM. LEVEL SURFACE IS
PREFERRED.
SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM
ABOVE). SIDE FLARES SHALL HAVE A
MAXIMUM SLOPE OF 1:10 (10%). WHERE "X"
IS LESS THAN 48", SIDE FLARE SLOPE
SHALL BE 1:12 (8.33%) MAXIMUM. WHERE
"X" IS LESS THAN 36", WALGREENS PREFERS
THE "IN -LINE" RAMP SHOWN BELOW.
0.9" DIA.,
Lo
I`1 0.2"H.
1'�� 0 Q
SQUARE PATTERN
CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO NOT REQUIRE HANDRAILS. ANY RAMP WITH GREATER
THAN A 6" RISE SHALL HAVE HANDRAILS ON BOTH SIDES AND CURBED EDGE PROTECTION ON BOTH
SIDES, EDGE PROTECTION CONSISTS OF CURBS, WALLS, RAILINGS, OR PROJECTING SURFACES THAT
PREVENT PEOPLE FROM SLIPPING OFF THE RAMP.
CURB RAMPS MUST HAVE A DETECTABLEAR IN FEATURE EXTENDING THE FULL WIDTH AND DEPTH OF
THE RAMP INCLUDING ANY FLARES. THE DETECTABLE SURFACE MUST CONSIST OF RAISED TRUNCATED
DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER -TO
CENTER SPACING OF NOMINAL 2.35 INCHES. THE TEXTURE OF THE DETECTABLE WARNING FEATURE MUST
CONTRAST WITH THE SURROUNDING SURFACES (EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT). SEE ABOVE.
LOCAL JURISDICTION
THERE ARE LOCAL JURISDICTIONS THAT SPECIFICALLY REQUIRE DETECTABLE WARNINGS ON THE SIDE
FLARES OR TOP OF RAMP (CA.). THERE ARE LOCAL JURISDICTIONS THAT HAVE REDEFINED DETECTABLE
WARNINGS (e.g. EXPOSED CONTRASTING COLOR AGGREGATE, GROOVES IN PARALLEL OR DIAMOND PATTERN,
ETC.)> ACCESSIBILITY GUIDELINES DEFINED BY LOCAL ORDINANCE SHOULD SUPERSEDE WHEN MORE
STRINGENT THAN ADAAG. IN THE ABSENCE OF A DEFINITION, FOLLOW ADAAG.
LATEX OR EPDXY
MODIFIED CEMENT
MORTAR LEVELING
COURSE. I
a
I•
4 n..4 n Tn1 I Ir%ATrn
SECTION AT CURB RAMP WITH
ALTERNATE TRUNCATED PAVERS W/DOMES
CL OF PARKING STALL
F
2 KEYED NOTEto
r 3 O1 PREFABRICATED
WELDED CAP W/
STAINLESS STEEL
SCREWS.
O STANDARD USDOT R7-8
4 SIGN (BOTH SIDES).
Z Q2" X 12" STEEL TUBE -
PAINT ENAMEL WHITE
:2 (FILL W/ CONC.).
I: 5
0 0 SUPPLEMENTAL SIGNS,
-I 6 I t "VAN ACCESSIBLE"
AND/OR $-FINE AS
I i i APPLICABLE.
I I ! I I I I I
FINISHED GRADE.
R I
©18" DIA. CONCRETE
FOOTER BELOW FROST
LINE (4'---0" MIN.).
L----------i
I k I I
L---------------
n 1 i—O" 3"
1 r-6n
ACCESSIBLE PARKING
7 SIGN AND POST(FREESTANDING)
STANDARD ACCESSIBLE DIMENSIONING
A U.S. DEPARTMENT OF TRANSPORTATION R7-8 (RESERVED
PARKING) AND SUPPLEMENTAL SIGNS AS NOTED ABOVE MUST
BE MOUNTED ON A PERMANENT POST NO LOWER THAN FOUR
FEET FROM THE PAVEMENT. THE POST MUST BE MOUNTED IN
THE CENTER OF THE 8 FOOT WIDE ACCESSIBLE PARKING
SPACE, NO MORE THAN 5 FEET FROM THE FRONT OF THE
PARKING SPACE. SEE ILLUSTRATION ABOVE.
NOTES:
EACH ACCESSIBLE PARKING SPACE IS TO BE A MINIMUM OF 8
FEET WIDE AND HAVE A 96" MINIMUM ACCESS AISLE FOR
VANS OR 60" ACCESS AISLE FOR CARS ADJACENT TO THE
SPACE. THE ACCESS AISLE MAY BE ON EITHER THE DRIVER'S
SIDE OR THE PASSENGER'S SIDE OF THE ACCESSIBLE SPACE.
THIS APPLIES TO 45, 60, AND 90' PARKING.
ACCESSIBLE PARKING SPACES ARE TO BE LOCATED AS CLOSE
TO THE STORE ENTRANCE AS POSSIBLE AND SHALL BE
IDENTIFIED WITH A SIGN,
ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE
LEVEL WITH A SLOPE OF 1 11 /2% (2% MAXIMUM)(EXAMPLE:
1.92 INCHES MAX. VERTICAL IN 8 FEET H_0_RIZOUTAL) OR 1:50
IN ALL DIRECTIONS THIS INCLUDES BOTH "RUNNING SLOPES"
AND "CROSS SLOPES."
EACH PARKING SPACE ACCESS AISLE MUST CONNECT TO A
COMMON LEVEL WITH AN ACCESSIBLE ROUTE..I.E., EACH
ACCESS AISLE NEXT TO A PARKING SPACE MUST HAVE A
CURB RAMP AT THE WALGREENS STOREFRONT SIDEWALK OR
BLEND TO A LEVEL WALKWAY LEADING TO THE WALGREENS
ENTRANCE.
A . /..» —
SEE NOTE BELOW
USDOT STANDARD R7-8 SIGN
NOTE (R7-8 SIGN): THIS IS A STANDARD SIGN AND MAY BE ORDERED
FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER, THE ARROW SHOULD BE
OMITTED WHERE THERE IS ONLY ONE SPACE. THE ARROW MAY ALSO BE
MADE TO POINT IN ONLY ONE DIRECTION, THE SIGN MUST BE
SUPPLEMENTED WITH A "VAN ACCESSIBLE" SIGN AS APPLICABLE AND/OR
AMOUNT OF THE FINE FOR ILLEGALLY PARKING IN THE RESERVED
SPACE(S). A MUNICIPALITY MAY IMPOSE, CONFIRM WITH LOCAL
REGULATIONS,
ACCESSIBILITY SIGNAGE
5E
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0
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ss
ACCESSIBLE PARKING ACCESS AISLES SHALL BE PART OF AN
ACCESSIBLE ROUTE TO THE STORE ENTRANCE.
THE ACCESS AISLE SHALL BE DESIGNATED WITH HIGH QUALITY
YELLQW DIAGONAL SURFACE PAINT STRIPING,
RAMPS MUST NOT EXTEND OUT FROM THE CURB INTO THE
ACCESS AISLE OF ANY ACCESS PARKING SPACE.
ADA ALLOWS TWO PARKING SPACES TO SHARE AN ACCESS
AISLE.
11
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N.T.S.
JOB No.
SCALE
SHEET
TLB
DRAWN
'�, 0
DEG
CHECKED
{ 1 Y 3 f�1 Ii
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--]• _ i._.,. _ ,���i_ +.��. � -'- .__ �. � _ ..� _ .� - -i ._,.�aitsl!'���. Lam_
NOTES:
BRANCH PIPE- SHALL BE DUCTILE IRON AWWA C150-76 OR CLASS 200 PVC AWWA C900-89
8" GATE VALVE -SHALL BE AWWA C500-86 OPEN LEFT.
CONCRETE-- SHALL ALL BE 3000 PSI MINIMUM AND TRANSIT MIXED FOR# PVC PIPE BEDDING
SHALL CONFORM TO STANDARD DETAIL U-4.
STEEL RODS AND BOLTS- ONCE INSTALLED AND TIGHT, SHALL BE COATED WITH TWO COATS OF
BITUMINOUS BASE PAINT.
FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITIONS AS DETECTED BY THE
"NAKED" EYE.
PROPERTY
UE
MINIMUM 24" HORIZONTAL CLEARANCE FROM ANY OBJECT.
FIRE HYDRANT, PUMPER NOZZLE TO BE
PERPENDICULAR TO STREET.
r•
Ilil -'
.Y�•����a���'��
nr■irll •
COMPACTEDBACKFILL
�r r� •
� (TAMPED
IN 6" LIFTS)
n n n
BRANCH .. J
�4- BRIDLE ROD MAY BE
•
• - ONE TIME
w
r
STONE CONIC. FOOTING, INSTALL
WHEN USING wVC PIPE.
CONC.-
FINAL BACKFI
INITIAL BACKFILL
SPRING LINE
HAUNCHING
WORK WELL UNDER
BOTTOM OF PIPE
FINISHED GRADE
METALLIC DETECTOR TAPE
INSTALLED 12" BELOW GRADE
FOR PVC SEWER SERVICE
(TYP.)
4x
o .
N 2 � UNDISTURBED SOIL
#67 STONE
PIPE GRADE
74" BEDDING
O.D. OF
6" PIPE 6" MINIMUM SIDE CLEARANCE
NOTES:
12 O.D. OF 12 MAXIMUM SIDE CLEARANCE
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE
TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LAYERS UNDER PAVEMENT, AND SHALL BE
COMPACTED TO AT LEAST 95% STANDARD PROCTOR "(AASHTO METHOD T-99)
GRAVEL OR OTHER AREAS SUBJECT TO TRAFFIC, 12 IN NON -TRAFFIC AREAS.
�-'*'-\TYP. PVC PIPE TRENCH DETAIL
N.T.S.
q/-••--- FINISHED GRADE
STANDARD FIRE HYDRANT INSTALLATION DETAIL
FINAL BA KFILL TAPE
WIRE TRACE
r
O
E BOX R/W INITIAL BACKFILL N UNDISTURBED SOIL
PUBLIC PRIVATE
RIGHT PROPERTY SPRING LINE 467 STONE
CURB & GUTTER 5 OF WAY
OR EDGE OF PAVEMENT
rr HAUNCHING
PIPE GRADE
4 4" BEDDING
0 WORK WELL UNDER
BOTTOM OF PIPE �t
TYPE K COPPER
WATER MAIN `" `r
OR MANIFOLD 2 Z-0 6 CUSTOMER
CUTOFF AND
VALVE BOX
3/4" in
10
BRASS TAPPING SADDLE-
FORD S-70-203 FORD S-70-203
REQUIRED FOR TAPS ON
ALL EXISTING 2" PVC &
GALVANIZED PIPE. AWWA
THREAD
2�
TAPPING SADDLE -
ROCKWELL ROCKWELL
ALL OTHER PIPE
TYPE 313 TYPE 313
THREAD AWWA TAP
U3
CORPORATION COCK -
FORD F-1000 FORD F---1000
INLET AWWA THREAD
(EQUAL MUELLER & HAYES MODELS ARE ACCEPTABLE)
OUTLET CT PJ
®
METERSETTER - INLET:
FORD V-172-7 FORD V-174-10
COPPERTUBE PACK JOINT OUTLET:
MALE IRON PIPE THREAD
50
METER -
NEPTUNE T-10, PRECISION PPM, ROCKWELL SR,
OR BADGER #25 OWNER PROVIDED
©
METER BOX - W/ CAST
IN GRASS: BROOKS 1419 - 18" DEEP
IRON METER READING LID
IN SIDEWALKS: BROOKS 37H - 12" DEEP W/ 12" EXTENSION
IN TRAFFIC AREAS (WITH APPROVAL) BROOKS -- TRAFFIC
Q7
CHECK VALVE -
WATTS No. 7 WATTS No. 7
®
TEMPORARY BRASS PLUG -
FOR SERVICES NOT TO BE IMMEDIATELY CONNECTED
9Q
ALL ITEMS AS SPECIFIED OR
APPROVED EQUAL
�"*'\3/4"
& 1" WATER METER CONNECTION
N.T.S.
6" 1 O.D. OF PIPE 6" MINIMUM SIDE CLEARANCE
12" O.D. OF PIPE 12" MAXIMUM SIDE CLEARANCE
NOTES:
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE
TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LAYERS UNDER PAVEMENT, AND SHALL
BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR (AASHTO METHOD
T-99) GRAVEL OR OTHER AREAS SUBJECT TO TRAFFIC, 12" IN NON -TRAFFIC
AREAS.
� TYP. GAS PIPE TRENCH DETAIL
1" WATTS 007
DOUBLE CHECK
BACKFLOW
PREVENTER
BOLT ENCLOSURE
TO PAD
1--1 /4"
BACKFLOW INSIDE BUILDING
TO BE EXPOSED
9 BACKFLOW PREVENTER
SWI WINDBREAKER
INSULATED BACKFLOW
PREVENTER COVER.
USE MODEL A-30-S
x10
WIRE GA
-3000 PSI CONC
PAD
GRADE
1-1/4"
COMPACT SOIL
BEHIND/BELOW
THRUST BLOCKS TO
95% STANDARD
PROCTOR TESTING.
TABLE OF "A' DIMENSIONS 1 IN FEET 1
BEND
PIPE SIZE 1 NOMINAL DIAMETER IN
INCHES 1
4'
6'
8"
10"
12"
16"
18"
2W
24"
90
1.9
Z8
3.8
4.7
5.9
7.5
&5
9.4
11.3
45'
1.4
2.1
2.8
3.5
4.3
5.5
6.2
6.9
&4
22'
1 1.0
1 1.5
2.0
2.5
3.1
4.0
45
4.9
6.0
11'
11A
1.1
1.5
1.8
2.2
2.2
3.2
3.B
4.2
TEE
1 1.9
1 2.8
1 3.8
4.7
5.9
1 7.5
8.5
1 9.4
1 11.3
N.Q. THRUST
BLOCK SHALL BE CONSTRUCTED
OF CLASS "C"
CONCRETE.
THRUST BLOCKS FOR FITTINGS
FINAL BACKFI
FINISHED GRADE
UNDISTURBED SOIL
WHA67
OCKN S� 6" 0' fi"
ENCOUNTERED MINIMUM SIDE CLEARANCE
"MAXIMUM
OTES12" 0. F : MAXIMUM SIDE CLEARANCE
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN
FROM THE INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6 LAYERS IN UNDER PAVEMENT, AND SHALL
BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR AASHTO METHOD T•-99)
GRAVEL OR OTHER AREAS SUBJECT TO TRAFFIC, 12 IN ON TRAFFIC AREAS.
(',�T�YPRCP OR DUCTILE IRON PIPE TRENCH DETAIL
tP
ej
NOTE:
1. TAPPING SLEEVE SHALL
BE MUELLER No. H-615 OR
APPROVED EQUAL,
2. APPROVED RESILIENT
SEAT TAPPING VALVE
3. SOLID CONCRETE OR
BRICK BLOCKING SHALL
BE USED AS FOOTING FOR
DUCTILE IRON.
4. CONCRETE SHALL NOT
CONTACT BOLTS OR ENDS
OF MECHANICAL JOINT
FITTINGS.
5. SEE APPROPRIATE
STANDARD DETAIL FOR
THRUST BLOCK
DIMENSIONS.
TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL
1 /2" = 1'-0"
CAST IRON COVER
Ino
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CLEANOUT PLUG
CLEANOUT BOX
w
CLEANOUT TO BE
N
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TRAFFIC BEARING TYPE OF IAVEM
(TYP.) JOSAM MODEL
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1 4"1/2" SECTION D-D E
/
9 3/4" � 20 1 /8"
�---- 19 1/4" SECTION B-B
g is
5 3/4" �-- 5 3/4"
17 1/4"
SECTION A - A
NOTES:
METER BOXES FOR LARGE SERVICES (2" &GREATER)
ARE SUBJECT TO TRAFFIC LOADING SHALL BE
3'x4' TRAFFIC RATED 4,000 PSI METER VAULT WITH
STAY -RIGHT OR EQUAL) HEAVY DUTY/H20 LOADING
ACCESS DOOR (HALLIDAY SERIES H1 R OR EQUAL).
7 WATER METER BOX DETAIL
N.T.S.
cn
1D
MIN. AVG. WEIGHT
FRAME 501bs.
COVER 201bs.
ASTM A-48-60
CL. 30 MIN.
0 -j 3: X
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DEWATERING MIN. 10 MIN, 12 1/2 GA. o 0 o i� B m c o o a
CONCRETE BLOCK GA. LINE INTERMEDIATE
WIRES WIRES
earl0mar" B o w o k$ o
8' MAX. II
f1
VARIABLEVARIA13LE TkS DIRECTED BY THE ENGINEER
�~ OI N
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_ ©© all 1'-9„ 1/_^,► 31, 1 1/2 o
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4'-of# N 5 W z
no 0
2:1 SLOPE, GRAVEL FILTER / � - " � ,. `� � � � W
P LAN 0 F 3 E FRAM E o a W o
PLAN 0 F GRATE
� a
WIRE SCREEN " N
;Ft ORARY SEDIMENT
DEWATERING
3'-5 1/2 it 2'-5 1 2" B �U �
1' MIN. --T6k, STEEL POST 3'-3 3/4" 2 -3 3 4 c
21 MAX �� WOVEN WIRE FABRIC Z
*°°° SILT FENCE FABRIC 1'-7 1/2„ 1'-7 1/2" 2'-3 1/8"
NOTES: :s �aaaaala�tep��,*i
a4 CAR
X USE SILT FENCE ONLY 191
SEDIMENT � A..: o WHEN DRAINAGE AREA d- cv sa R ,�. $
• 3 FILL SLOPE DOES NOT EXCEED 1 /4 MINIMUM AVERAGE WEIGHT
N Z ACRE AND NEVER IN AREAS "T " „ 1/2" �" v O M14
OF CONCENTRATED FLOW 1 112 j 1 1 o s
CONSTRUCTION SPECIFICATIONS ` c FRAME 185 LBS , 9` N„'•." g ,
5" 2`-11 " 5" I GRATE 185 LBS y °ii GIN �'"g.If
cv GRADE FOR REPAIR OF SILT FENCE HOOD 145 LBS �•�.,� E. G ■s��`
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN "y FAILURES, USE NO, 57 3 -2 1�4"
THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD - - WASHED STONE
BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM '! 6" MIN. COVER �qa Q
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE 2' OVER SKIRT* 3/4'
STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN = ANCHOR SKIRT AS SECTION A -A SECTION B -B
c�
OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT DIRECTED BY 31--0"
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH BLOCK OPENINGS. _II ENGINEER STANDARD TEMPORARY MINIMUM WEIGHTS:
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 2
SIDE VIEW SILT FENCE FRAME 230 LBS 3'-0 3/4"
1 2--INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN
PLACE. GRATE (EACH) 130 LBS LL'
W
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN DIAMETER, PLACED 2 50' MIN. 0 z
INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER BUT SUFFICIENT TO KEEP -'
AND SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED STONE IS SEDIMENT ON SITE NOTE: NOTES V
RECOMMENDED. o o 0 o FRAME AND GRATE ARE HEAVY DUTY CAST IRON DEWEY BROTHERS MODEL CH-BN-4 I. FRAME AND GRATE ARE. HEAVY DUTY, MODEL CH-BN-1 WITH COMPATIBLE HOOD BY DEWEY BOTHERS z
7»_ ° �� OR APPROVED EQUAL. SIMILAR FRAMES AND GRATES, DIFFERING IN NON -ESSENTIAL OR APPROVED EQUAL. SIMILAR FRAMES AND COVERS, DIFFERING IN NON -ESSENTIAL Lu u., o
25 OR WIDTH OF "?
EXI TING SURGE SrO" OR DETAILS MAY BE ACCEPTED, DETAILS MAY BE ACCEPTABLE,
BLOCK AND GRAVEL DROP INLET PROTECTION ROA�WAY � o� PROPOSED STREET, z U � °°
0 0 Oo WHICHEVER IS
z � �
1 �o �d'o �o GREATER.
3 DROP INLET GRATE 4 CATCH BASIN FRAME, GRATE, &HOOD >
PLAN Ln X
MAINTENANCE PLAN z
zC ���
1, ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE EXISTING NEW CONSTRUCTION U V
35` MIN, BRICK MASONRY B BRICK MASONRY FRAME AND GRATE W � z
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY ROADWAY B FRAME AND GRATE STRUCTURE (COPING _ W z , �'-
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY (COPING REMOVED} SEE SD-4 REMOVED) SEE R 4 V V w
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL oop 12" MIN. CONCRETE APRON Ln J Q,
DEVICES AS DESIGNATED. 6 MI o 0 0 0 0 CONCRETE APRON A A " Ln
2. SEDIMENT WILL BE REMOVED FROM DEVICES WHEN STORAGE A A `n "
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED, GRAVEL WILL BE FABRIC UNDER STONE
CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
DRAINS PROPERLY, CROSS SECTION "
3. SEDIMENT WILL BE REMOVED FROM THE TEMPORARY DIVERSIONS
AFTER EACH RAINFALL. THE DIVERSIONS WILL BE REPAIRED AS NECESSARY TO MAINTAIN FLOW TO THE SEDIMENT TRAPS. 1, PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION
4, SEDIMENT REMOVED FROM TEMPORARY DEVICES MAY BE ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED
DEPOSITED IN DESIGNATED WASTE AREAS ON SITE. a°
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS BY THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE
NECESSARY, AND MULCHED ACCORDING TO SPECIFICAIONS IN THE PUBLIC ROAD.
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS TO THE PUBLIC ROAD,
COVER. THE GOVERNING AUTHORITY WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY B ALTERNATE USE OF
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MAINTENANCE PLAN
CONSTRUCTION ENTRANCE
FRAME AND GRATE
/ 'CONCRETE APRON
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MIN "H"
(Fr.)
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STANDARD VALVE BOX BRICK COPING„ 3'-3.I n= LLI 0
PAVEMENT OR & COVER W/ "SEWER" 3'-3 3/4" 2'-,3 3/4 BRICK COPING 2 -3 0 H 2 Z
GROUND CAS N LID 8" SEE NOTE 8" SEE W Q
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NOTES: s IN 2 SIDES IN 2 SIDES w Z
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00 N01 67 STONE 1, THE FULL LENGTH OF THE SERVICE DITCH SHALL STONE '_ a;:: $k MIN, �n - °; t
FIRST BEND " W 4 WWF c0 Q U) Q uj
BE COMPACTED IN 6 LAYERS WITH MECHANICAL 4x4w1.4 x I,
SEE NOTE 4 BEND 5" TAMP, TO 95% STANDARD PROCTOR, Q N o
--a-MIN. SLOPE 2% MIN. SECTION A�-A SECTION B-B 8" WASHED STONE 4x4 W1.4xW1,4 WWF W
2. THE CITY SHALL MAKE TAPS ON EXISTING LINES.
MIN, SLOPE 2% GENERAL NOTES SECTION A --A SECTION B-B N J 3:O
3
BENDS 1 / 16, 1 /8 1 /4 AS REQUIRED. 1. ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 16" ON CENTERS. 0 0
GENERAL NOTES: (L W
4. FIRST BEND SHALL OCCUR BEHIND BACK OF CURB 2• ALL CONCRETE TO BE 3000 P,S,I. " " 0 C.3 im
o TYPE III BEDDING UNLESS SPECIFICALLY APPROVED BY THE UTILITIES 3. ALL MORTAR JOINTS ARE TO BE 1/2 f 1/8 1. ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 16" ON CENTERS, 2. ALL CONCRETE TO BE 3000 P.S.I.w Z V)
DIRECTOR. 4. JUMBO BRICK WILL BE PERMITTED, CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE USED IN CL z z
PLUG - FUTURE LIEU OF CLAY BRICKS, 3. ALL MORTAR JOINTS ARE TO BE 1/2"t 1/8".
4" C.I. OR PVC SERVICE CONNECTION 5. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL, OVER 8'-0" IN HEIGHT USE 12" WALL TO 6'-0" FROM TOP OF 4. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE
WALL AND 8" FOR THE REMAINING 6'-0". USED IN LIEU OF CLAY BRICKS. (n
LATERAL- CONNECTION
4" PVC - SCHEDULE 40 OR 6. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH INSIDE WALL, GROUTED AND BRUSHED 5. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL, OVER 8'-0" IN HEIGHT USE 12" WALL TO 6`--0"
(ON 45'} 4" CAST IRON SOIL PIPE SMOOTH. FROM TOP OF WALL AND 8" FROM THE REMAINING 6'-0".�aa2so As SHOWN
7, FRAME AND GRATE BY DEWEY BROTHERS OR APPROVED EQUAL, SEE SD-4, 6. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH INSIDE WALL. GROUTED AND
WYE OR SADDLE 8. PRECAST BOTTOM AND BARREL ARE PERMITTED. BRUSHED SMOOTH. JOB No. SCALE
9. FOR PIPE DIAMETERS LARGER THAN 24", SEE SD-2. 7. FRAME AND GRATE BY DEVEY BROTHERS OR APPROVED EQUAL. SEE SD-4. TLB SHEET
WYE SADDLE AVALIABLE FROM 8. PRECAST BOTTOM AND BARREL ARE PERMITTED.
CITY (CONTEX OR EQUAL) 9. FOR PIPE DIAMETERS LARGER THAN 24"VvN , SEE SD-2, DRDDEG
C=8m0
SEWER SYSTEMS TAP & STUB -OUT DROP INLET (15"-24") g CATCH BASIN CHECKED
7 12/14/05 -----
©ATE FILE Na.
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END SECTION TYPE 2
END SECTION TYPE 1
4'-1
A
{{ TYPE 2
,3
SOLID COVER (TYP.)
TYPE 3
(SAND SIDE)
TYPE 3
TYPE 3
SOLID COVER (TYP.)
COVER
COVER
TYPE 2
BAFFLE/BYPASS
COVER
WEIR
B
(SEDIMENT SIDE)
TYPE 2
TYPE 3
TYPE 3
TYPE 3
TYPE 2
ka; COVER
COVER
COVER
COVER
COVER
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TO EX. C8
11" �_ \-3' x S KNOCKOUT
SOLID COVER
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FILTER MEDIA -
(SEE AGENCY REQUIRMENTS)
''-- WEEP HOLES
PERFORATED DRAIN PIPE OPENING. PIPE TO BE
WRAPPED IN FILTER FABRIC AND STONE LAYER.
SECTION A -A
Wf= 4'
3'-0' x 10' (MIN.) '„_..__
OPENING IN THE CENTERWAE
OF THE CLEARWELL.
M
PLAN VIEW
SIDE ELEVATION
v�v
12"
FLOW -PORT DETAIL
130 LF DELAWARE STYLE SANDFILTER - STRUCTURE LAYOUT
ADDITIONAL NOTES
1) AFTER COMPLETION OF BACKFILLING STRUCTURE BUT BEFORE
PLACEMENT OF FILTER LAYERS, ENTRANCES TO THE STRUCTURE
SHALL BE PLUGGED AND THE SHELL COMPLETLY FILLED WITH WATER
TO DEMONSTRATE WATERTIGHTNESS, MAXIMUM ALLOWABLE LEAKAGE
IS 5% OF THE FILTER SHELL VOLUME IN 24 HOURS. SHOULD THE
STRUCTURE FAIL THIS TEST, IT SHALL BE MADE WATERTIGHT AND
SUCCESSFULLY RETESTED PRIOR TO PLACEMENT OF THE FILTER LAYERS.
HACKFILL INSTRUCTIONS
1. ALL HARDWARE MUST BE IN PLACE BEFORE THE STRUCTURE IS
COMPLETELY BACKFILLED.
2. THE EXCAVATION MUST BE DEWATERED UNTIL THE STRUCTURE HAS
BEEN COMPLETELY BACKFILLED TO ELIMINATE ANY POSSIBILITY
OF FLOATATION.
3. THE SHORTWALLS MUST BE BACKFILLED PRIOR TO THE
LONGWALLS TO ASSURE A GOOD TIGHT SEAL
8'-5"
DESIGN NOTES
2'-0'
FROM CB-4
g" RCP
24"0 FRAMES & COVERS
(TYP)
RECEIVED
SEP 2 0 2006
DWQ
_
CONCRETE MIN. STRENGTH - 5000 PSI 100J #
STEEL REINFORCEMENT-ASTM A615,GRADE 60
WHEEL LOADING AASHTO - HS 20--44
FILL RANGE 0'-0" MIN. 0'-0" MAX.
UNIT WEIGHT OF EARTH - 120 PCF
EXTERIOR GROUND WATER IS AT 2'-0* BELOW GRADE.
DESIGN IN ACCORDANCE WITH AASHTO SPEC. FOR HIGHWAY BRIDGES
POST -TENSIONING PROCEDURE
I. INSTALL SECTIONS FROM EFFLUENT END TO INFLUENT END.
2. THREAD THE ENTIRE LENGTH OF POST -TENSIONING CABLE THROUGH THE
INITIAL PIECE LEAVING APPROXIMATELY 2'-0" EXTENDING FROM THE TERMINAL
PORT. INSTALL PLATE, ANCHOR AND WEDGES TO SECURE TERMINAL END.
3. SET NEXT SECTION AND THREAD POST -TENSIONING CABLE THROUGH THE
ENTIRE NEW SECTION.
4. DRAW SECTIONS TOGETHER BY POST -TENSIONING CABLE WITH THE AID OF
COME-ALONGS AND THE CRANE. ALIGNMENT OF PIECES AT ALL CORNERS
IS REQUIRED TO REDUCE POSSIBILITIES OF DAMAGE TO THE STRUCTURE AND
TO PROVIDE A WATER -TIGHT JOINT.
5. RELEASE TENSION ON CABLE WHEN PIECES ARE PROPERLY ALIGNED.
6. REPEAT STEPS "3" THROUGH "5" UNTIL ALL. SECTIONS ARE SET,
7• INSTALL PLATE, ANCHOR, AND WEDGES AT THE ACTIVE END OF STRUCTURE,
POST TENSION THE STRUCTURE AS FOLLOWS.
A. TENSION STRAND TO 10,000 LBS. EXAMINE ALIGNMENT.
B. TENSION STRAND TO 20,000 LBS. EXAMINE ALIGNMENT.
8. SECURE PLATE, ANCHOR, AND WEDGES AT THE ACTIVE END. CUT CABLES AT
BOTH ENDS TO WITHIN 1" OF THE WEDGES. (DO NOT OVER -CUT). FILL
TERMINAL AND ACTIVE END POCKETS WITH NON -SHRINK GROUT.
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JOB No. SCALE
TLB SHEET
DRAWN
DEG C=950
CHECKED
8/04106 1 -----
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