SW8971225_APPROVED PLANS_20061023

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 c1-11225
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 omp 10 23
YYYYMMDD

VICINITY MAP
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LEGEND
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EXISTING SPOT ELEVATION
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PROPERTY LINE
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION o GRADE
PROPOSED TOP OF CURB
SWALE
PROPOSED SEWER LINE
PROPOSED WATER LINE
PROPOSED TEMPORARY SILT FENCE
PROPOSED CONCRETE
PROPOSED ASPHALT
DAMES L. & MAIF
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R05411-007- BRANNOCK
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EXISTING 6"
SEWER MAIN
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Note: This site Is subject to the Special Use Permit # SU-13-596.
TOTAL LAND AREA:
3.49 ACRES
DISTURBED AREA (THIS PHASE):
25,703.4 SF/0.59 AC
ZONING:
CS
DRAINAGE AREA TO POND:
ON SITE:
3A9 ACRES
COLWELL R/W:
0.45 ACRES
TOTAL:
3.94 ACRES
TOTAL IMPERVIOUS AREA:
2.095 ACRES
NEW BLDGS (ROOF):
5,100 8F
EXIST. BLDG. (ROOF):
15.000 SF
TOTAL BLDG. AREA (ROOF):
21,100 SF
ASPHALT (EXISTING):
54,546 SF
(OUTSIDE PROP. LINE)
6,487 SF
CONCRETE(EXISTING):
6,074 SF
(OUTSIDE PROP. LINE)
2.160 SF
TOTAL EXISTING IMPERVIOUS:
84,267 SF
IMPERVIOUS AREA PERCENTAGE:
55.43%
FINAL INSTALLED IMPERVIOUS:
92.313.6 SF
FINAL IMPERVIOUS PERCENTAGE:
60.63%
TOTAL BUILDING LOT COVERAGE:
13.88%
PHASE 4 DATA:
BUILDING LOT COVERAGE:
22.44%
1 BUILDING PROPOSED:
TOTAL FOOTAGE:
10,200 SF
2 STORIES :
5,100 SF / FLOOR
TOTAL BLDG. AREA:
36,540 SF
REQUIRED PARKING:
182 MAX./122 MIN.
PROPOSED PARKING:
30 (2 HC)
EXISTING PARKING:
104 (5 HC)
TOTAL PARKING:
134 (7140
TOTAL PAVEMENT (THIS PHASE):
6,940 SF
LANDSCAPE AREA REQUIRED:
545 SF (8%)
LANDSCAPE AREA PROVIDED:
1,516 SF
FOUNDATION PLANTINGS REQUIRED:
FRONT 101.33' x 23.5' x 0.12:
286 SF
SIDE 57.33' x 23.5' x 0.12:
162 SF
FOUNDATION PLANTINGS PROVIDED:
FRONT: APPROXIMATE DIM = 35'x8'+11'x2'
301 SF
SIDE: APPROXIMATE DIM: 7'x57'
387 SF
LAND USE:
OFFICE PARK
BUILDING HEIGHT:
31 FT
REQUIRED SETBACKS:
FRONT:
20'
SIDE:
7'
PROPOSED SETBACKS:
FRONT:
20.05'
SIDE:
N/A
CAMA LAND USE:
DEVELOPED
FLOOD ZONE:
C ZONE
TAX PARCEL NUMBER/ PIN:
R05411-015-001-000
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NOTES:
1. CORNERS MARKED AS NOTED.
2. NO ENCROACHMENTS.
3. THIS PROPERTY DOES NOT LIE WITHIN A 100
YEAR FLOOD HAZARDOUS AREA.
4. ELEVATIONS ARE BASED ON NGVD 29 DATA.
5. THERE ARE NO EXISTING TREES ON SITE
NIF
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016-005-000
COMMERCIAL
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SCALE: 1" = 30'
0 30 60 90
06073
DES. JPN
CKD. JP�NN
DRWN. P^Y
DATE
C1

VICINITY MAP
NO SCALE
LEGEND
PROPERTY LINE
—45_ — _ EXISTING CONTOUR
•5D.72 EXISTING SPOT ELEVATION
g.0 PROPOSED SPOT ELEVATION o GRADE
PROPOSED TOP OF CURB
8.00
SWALE
— —ss PROPOSED SEWER LINE
—w v v PROPOSED WATER LINE
TSF PROPOSED TEMPORARY SILT FENCE
PROPOSED CONCRETE
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CONC. _ _ —_ ___ ___ ___ ___ _ = EXISTING CURB TO
PARKING
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STRUCTURE
2 STORY
CONC.
ASPH
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NOTES: \ (90,01
1. CORNERS MARKED AS NOTED. A \
2. NO ENCROACHMENTS. \
3. THIS PROPERTY DOES NOT LIE WITHIN A 100
YEAR FLOOD HAZARDOUS AREA. \
4. ELEVATIONS ARE BASED ON NGVD 29 DATA.
5. THERE ARE NO EXISTING TREES ON SITE
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SCALE: 1" = 20'
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06073
DES. JPN
CKD. JPN
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DATE aA3/06
C2

GA. 6x6 MESH b m
fANDARD FABRIC iv X LL
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NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30' IN WIDTH WITH
30 LBAN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LBAN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1' LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NTS
PROTECTIVE
DOUBLE CHECK VALVE < 3DIRECTION OF FLOW
ASSEMBLY INSTALLATI❑N IND❑❑R INSTALLATION
SD 4-23
4'
STEEL OR WOOD POST
WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8" DEEP 6 4' WIDE.
6' TEST PLUG W/WING NUT
CASTING
(SEE SD 14-05)-'-,, /-2' ASPHALT CONC,
BRICK
DIRECTED
OR CIP
PVC OR CIP COMBINATION
FITTING W/6' BRANCH
R MAIN
VARIES
_CAST IRON PLUG
r W/RUBBER GASKET
STANDARD SANITARY SEWER MAIN LINE C ❑ & CASTING BASE
SD 3-06
o GAS
3' COVER
,SANITARY SEWER
} 4' TO 8' CDVER
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CLASS A CONC. 1/2 R
ASPHALT 3•R `
CURB SECTION
NTS
BRASS NIPPLE
3/4" X 3" (TYPICAL)
OR 1'
TAPS MADE OF P.V.C. AND CLASS
50 AND 51 DUCTILE IRON PIPE
PLUG
SHABRASS L BE MADE USING A PN6.
ADLDLE CO ORMNG TO PART
SECTION IH-1 AND PART 6,
SECTION II-C.
BRASS NIPPLE
EXIT
BASS NIPPLE
'F' 6"
SERVICE LINE TYPE K
SOFT COPPER
SPUD 3/4' CURB STOP (TYPICAL)
INSTALLED IN A
VALVE BOX
CURB STOP
SIZR 'F'
MALLEABLE BRASS TEE (TYPICAL)
SIZE "F"
TION
X 6"
SPUD 3/4' CURB STOP BRASS TEE
3/4' X "F' X
Pd/314 2T,IJI�I
METERED SERVICES
SIZE "F" . .
11-16
2'
3-10
1 1/7
2
1'
3/4'
SEE DETAIL FOR STANDARD
WATER SERVICE INSTALATION
STANDARD GANG METER ASSEMBLY
NTS
N
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SEDIMENT COI
STONE 1
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VEGETATED SHELF
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90• BEND
a
CITY FLOOD POOL = 23.2
GRADE
STATE FLOOD POOL = 22.5
MIN.
NORMAL POOL = 21.0
ELEV. = 18.33
4' STONE BEDDING
UNDER PIPE AS
BOTTOM 14.0
REQUIRED
_ _ 1
I=j-11
III--111�
BRANCH CONNECTION GREATER
MAX
THAN 6' OR WET AREAS
EXISTING GROUND
COMPACTED BACKFILL TO
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DO NOT REPRESENT A BALANCED EARTHWORK CONDITION.
oz
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
J
3
i •- LL
2'
NOTES:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
1. SEDIMENT CONTROL STONE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
SHALL BE #5 OR #57.
DESIGNED.
2. WIRE MESH SHALL BE
2. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS SOON
SECTION A -A HARDWARE CLOTH 19 GAGE
THEREAFTER AS POSSIBLE ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
MIN. AND SHALL HAVE 1/4'
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- PRODUCING RAINFALL BUT IN NO
MULTI -DIRECTIONAL FLOW MESH OPENINGS.
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
INLET PROTECTION
3. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT MUD OR
NTS
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR SHALL INSPECT THE
CONSTRUCTION ENTRANCES ON A DALY BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL NO. 4 STONE ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED
ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN ON THE PLANS
TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION CONTROL AROUND THE INLETS
AFTER EACH RAIN AND MAKE REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES
0.60' DEEP TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE
CONTRIBUTING DRAINAGEAREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS
AND ANY UNSTABLE SOL AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE
DISTURBED AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND
THE DROP INLETS.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES 0.5 FT DEEP
_
AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER-
4-
6. 6. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 4 HORIZONTAL UNLESS
OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL BE SEEDED AND STABILIZED WITHIN 15
DAYS.
PLAN
7. THE STORMWATER PONDS WILL ACT AS SEDIMENT BASINS AND WILL BE CLEANED OUT WHEN
# STEEL REBAR (GALV. OR ASPHALT COAT THE LEVEL OF SEDIMENT REACHES 2.0 FT. BELOW THE TOP OF THE RISER GRAVEL WILL BE
CKWELDED AT 6' O.C. EACH WAY LAID CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
IN TOP OF BASIN 8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE. ALL SEEDED
4' X 4 LD AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY. AND MULCHED ACCORDING TO
BO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
2�-
III Qom. }4;,r ♦n. �. +^:�
COMPACTED SUBGRADE OR 6'MI
SECTION CRUSHED STONE. ELEVATION
NOTES
1
FOREBAY-`
BOTTOM = 14.0
POND SECTION
NTS
1. BASIN, FRAME AND CRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
DETENTION BASIN #1
OUTLET STRUCTURE
NTS
RIP -RAP PAD
(NCDOT)
1�
1
3 MAX
�1
3 MAX
SUBMITTAL NOTES
1. SITE IS NOT WITHIN 100 YEAR FLOOD PLAN.
2 SOIL TYPE: SEAGATE
3. NO CAMA AEC EXIST ON SITE.
4. NO CONSERVATION RESOURCES EXIST ON SITE
5. SITE IS NOT RECOGNIZED AS A HISTORICAL OR ARCHEOLOGICAL SITE.
6. NO CEMETARIES, BURIAL SITES, OR BURIAL GROUNDS EXIST ON SITE.
7. NO FORESTED AREAS EXIST ON SITE
8 NO WETLANDS EXIST ON SITE.
9. NO PROTECTED HABITAT OR SPECIES EXIST ON SITE.
10. SITE DOES NOT LE WITHIN A CONSERVATION OVERLAY DISTRICT.
11. SHOD NOT APPLICALE.
12, ALL EXISTING DRIVEWAYS WILL BE USED.
13. LANDSCAPING PLAN TO BE PREPARED AFTER SITE PLAN APPPROVAL
TOP OF BANK 14. NO TREES EXIST ON SITE.
15. NO KNOWN DRAINAGE PROBLEMS EXIST.
24.0 16. MINERAL SPRINGS CLASSIFIED AS "C SW' WATERS.
17. ANY BROKEN OR MISSING SIDEWALK PANELS WILL BE REPLACED.
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DIM. JPN
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DRWN. PAS
DATE 8/23106
PL
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1
30.2'
13.1'
NEW SIDEWALK
LOCATION MAP
iJ1
3
FABRIFORM DITCH.
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7 30�`9
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POND DATA
TOP OF POND
24.0
CITY FLOOD POOL
232
STATE FLOOD POOL
20
NORMAL POOL
20.0
BOTTOM
14.0
EXIST. S,SM.H.
-TOP = Q467
INV. (N) = 18.87
INV- (W) = 20,23
INV (L) = 18.97
POLE
TEMP. GRAVEL
CONSTRUCTION
MITFtAC T8>✓ jg ENTRANCE
'JA1rJAL:� MOH h�5iTly_
TLNI LANE wSoNST $
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1TiFY �KGIN�:�w1�ivE@�l�
RELOCATE EXIST.
HYDRANT AS SHOWN—
.: II
BENCH MARK:
TOP OF FIRE HYDRANT
ELEV. = 30.37 I)oIj
NOTE-
I PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR
SHALL VERIFY ALL GRADES SHOWN FOR EXISTING
DEVELOPMENT. IF GRADES DIFFER FROM ELEVATIONS
SHOWN NOTIFY ENGINEER.
2 ALL BULDING DIMENSIONS ARE APPROXIMATE SEE
ARCHITECTURAL PLANS FOR VERIFICATION.
3. NO WETLANDS EXIST WITHIN THIS SITE AREA.
4. 100 YEAR FLOOD ELEVATION REPORTED TO BE
27.0'
13.50'
I--'
RM DITCH.
Ji
2
12' X 8' TAPPING
SLEEVE 6 VALVE
770
SCALE: 1" = 30'
0 15 30 60 90
DROP INLET
TOP = 26.5
INV. = 24.5
(FIELD VERIFY LOCATION OF
EXIST. 6' SANITARY SEWER.)
NEW 4' SS AND C.O.
TIE INTO EXIST. 6' LINE
(FIELD VERIFY LOCATION)
PRIOR TO PLACING FILL FOR NEW BULDMIGS
THE CONTRACTOR SHALL MUCK OUT SATURATED
UNSUITABLE MATERIAL IN EXISTING POND AREA.
DROP INLET
TOP = 26.0
INV. = 23.5
21.2'
10.60'
1L � J1
3 3
I FABRIFORM DITCH.
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Q TOP = CRADE Q2566
5.15 �° 3° INV. = 22.78
L`'r
RCP
/ 11
/ DROP INLET
TOP = 26.0
INV. = 23.50
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CREEK CROSS-SECTION C-C
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CONCRETE
G� PAD
177
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F—SIGN
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9. LANDSCAPE /
/ WALL
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AVE. TO EXISTING
H CURB 6 CUTTER FROA
Ul BE 8' OF ABC ST04E
LINE TO EXIST. ASPHAJ
- STORMWATER DETENTION POND
- STORM DRAINAGE SYSTEM
- CULVERT EXISTING DITCH
- INSTALL SANITARY SEWER RELOCATION
PHASE 1 8 N
- WILL INVOLVE DEVELOPMENT OF PROJECT AS SHOWN
PROPOSED CONTOUR
zz65
EXIST. SPOT ELEVATION
PROPOSED SPOT ELEVATION
(TOP OF CURB)
PROPOSED SPOT ELEVATION
(TOP OF PAVEMENT)
TS`
SILT FENCE
®
INLET PROTECTION
REMOVE EXIST. EXTRUDED CURB
TIE INTO EXISTING ASPHALT
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DEC 1 51999
S
PROD #IZL
SITE DATA PHASE 15
III
TOTAL LAND AREA 3.49 ACRES
DISTURBED AREA
3.00 ACRES
(WITHIN PROP. LINE)
DISTURBED AREA
0.45 ACRES
(COLWELL AVE. AREA)
DRAINAGE AREA TO POND
ON SITE:
3.49 ACRES
COLWELL R/W:
0.45 ACRES
TOTAL IMPERVIOUS AREA
1.69 ACRES
BUILDINGS - 3 ® 4,100 (ROOF)
12,300 SQ. FT.
BUILDINGS - 1 @ 6,500 (ROOF)
6,500 SQ. FT.
EXIST. BLDG. (ROOF)
5,000 SQ. FT.
TOTAL BLDG. AREA
23,800 SQ. FT.
ASPHALT
C35,404 SQ. FT.
(OUTSIDE PROP. LINE)
� 7,000 SQ. FT.
CONCRETE
5,272 SQ. FT.
(OUTSIDE PROP. LINE)
2,160 SQ. FT.
REQUIRED PARKING 102
PROPOSED PARKING 91
(5 HC)
EXISTING PARKING 21
0 HC)
TOTAL 112
LANDSCAPE AREA REQUIRED
2,850 SQ. FT. (8%)
LANDSCAPE AREA PROVIDED
3,000+ SQ. FT.
ZONING AP►PI1310 U:1)
CS
NORTH CAROLINA ENVIP,ONLIENTAL
MANAGEMENT COMMISSION
LAND USE DIVISION OF WATER QUALITY
OFFICE PARK
DR165 JAI,)-ZCl-0 .>t'-PL—
Stormwater Permit No.S('L'Z39-7 1 ZZ5 MUt.)
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99137
DES. JST
DRwN. NMK
DATE 22 NOV. 99
S T1f�Sa°r'
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NEW SIDEWALK
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NEW 8" WIDEJ
CONCRETE
BIKE PATH \�vQ
SCALE: 1" = 30'
0 15 30 60 90
i
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OF CURB
SECTION A -A
SIDEWALK DETAIL
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DATE 22 NOV. 99
SE aI_
196,
C2

TEMPORARY/PERMANENT
2'-0'
T-6' 6"
CLASS A CONC.
ASPHALT . 1/ -
3'R 3
A 4` o
4y '-
FLOW LINE CURB SECTION
NITS
7-0'
T-6' 6'
CLASS A CONC.
` ASPHALT ° 3
4�F1/�
3 11 -0
0
I
4
- '
SPILL OFF CURB SECTION
NITS
I 3 I
�„ I I F- 1 6'
O - 3/8" CONTINUOUS
�= STEEL AIRCRAFT
-_---- CABLE
EXTRUDED CURB DETAIL
NTS
SEE PLAN FOR PIPE '
ORIENTATI I I
i t
1 H
I I I I
I I
I\ I I
I` I I
--- -I----
I I
I I
I I
I 1
I 1
PLAN
CASTING
NOTE: USE STANDARD 2' DIA.
MANHOLE FRAME AND COVER.
H-20 LOAD RATED
ELEV
PI E
PRECAST SIZE
OR 6" VA IE 6'
BRICK MASON
R
w
--------- I Q
FLOW >
------
3000 PSI CONC. E ao
SECTION
)UNCTION BOX DETAIL
SEE PLANTS
I-----------------------1
1 11
I
Y
I Y
1
I
IWL
I
I II
I N
N
I
I
L----------------------
PLAN
CONC.
I
PIPE l"
I I
PLAN
CASTING
NOTE: USE DEWEY BROS.
CH-BN 3A FOR CATCH
BASINS AND CH-BN-47
FOR YARD INLETS
CONIC. COLLA-T-o+1
ASPHALT PAVEMENT
ELEV. VARIES
-II .4•.
PIPE
77
PRECAST
SIZE
OR
6" VARIES
6"
BRICK MASONR
FLLU
OW
O
>
-------
ip
3000 PSI CONC. a
o0
SECTION
DROP
NTS
INLET
DETAIL
114' WIRE MESH
5' STEEL POST
(SELF -FASTENER
_ STEEL ANGLE TYPE)
h (V
C3
X
SEDIMENT CONTROL-'
�'
w
3
I.► '
T NOTES:
STONE
T-6"
LL 2'
1. SEDIMENT CONTROL STONE
SHALL BE #5 OR #57 AND
SHALL BE PAD FOR AT THE
CONTRACT UNIT PRICE PER
TON 'SEDIMENT CONTROL
STONE.'
SECTION A -A
2. WIRE MESH SHALL BE
MULTI -DIRECTIONAL FLOW
HARDWARE CLOTH 19 GAGE
MN. AND SHALL HAVE 1/4'
INLET
PROTECTION
MESH OPENINGS.
NITS
CAST IRON FRAME 6
VARIES FOR WOODS OR
COVER. TOP TO BE FLUSH
PAVED
OTHER
OTHER AREAS OUT OF
WITH STREETS, WALKS OR
TRAFFIC. TOP TO BE AS
RESIDENTIAL AREAS. --�
rFMFNT
NOTED
UNPAVED
ON PLANS. ON
ROA S PROVIDE
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r DIA. BUTYL WISE
STD. SLIP RESISTANT
N
SEALANT N JOINT
MANHOLE STEPS M
Z
CRY OF WLM STDS.
NOTE: PRECAST JUNCTION
BOXES SHALL BE DEW
�000
FOR A H-20 LOAD.
10
PLAN FOR PRECASTBOX�0
17 MN N 57
ry
-�.00
STONE BE3JDNG
I�.
T
12'
COMPACTED
SUBCRADE
-_ -_ -_ =
EJ
8" MIN.
SECTION
48"
TYP.
PRECAST JUNCTION
BOX
NTS
NTS
U11109JRq,
0 12" O.C.
a
48" DIAMETER STD
I
MANHOLE IN ACCORDANCEF20
<
i WITH ASTM C 47
---------------------------
i BITUMASTIC JOINT SEALANT
GROUTED INSIDE
AND OUT WITH APPROVED
NON -SHRINKING GROUTj" PER
I. FOOT 1
� t
I`•
PIPE / vcy a
1 DIAMETER z m�
o-I l`T <i c
0 0 0 0 0 0 0 0 0 0 0 0 0 0O 0 0 0 0
Ooo oOQOoONoO O oo00Op oODO�OpOooQ0�0�0�(
o_o o_o_o_o.o_o_o_o_ _o_o_o o_o_o_O_o_c
RUBBER GASKET
-6" EXTENDED LIP MONOLITHICALLY CAST
BASE SECTION (EXTENDED BASE NOT
REQUIRED FOR MANHOLES < 8' DEEP)
STANDARD SEWER A
NOTE: ALL SEWER MANHOLES SHALL BE
EOUIPED WITH 5El^!ER GUARD IN5ERT5.
D
8" COVER OVER LID AND
SET LABELED CONCRETE
MONUMENT NEAREST R/W
LIMIT.
PRE -CAST MANHOLE
SECTIONS
5" MIN. WALL THICKNESS
FOR 4" DIA. BARREL
6" MIN. WALL THICKNESS
FOR 5" DIA. BARREL
MINIMUM 8" STONE
BEDDING FOUNDATION
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER 6 GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
STANDARD
PAVEMENT SECTION
NTS
00
o I�
00
0 0
O O
0 0
O O
O O
NCDOT HOODED o 0
FRAME AND GRATE o 0
H-20 LOAD RATED o 0
PLAN
PRECAST CATCH BASIN
H-20 LOAD RATED
NCDOT HOODED FRAME
AND GRATE
OI'TFLOW PIPE
SECTION
STANDARD CURB INLET DETAIL
NTS
HANDICAP SPACE
a
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N
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EXPOSEE D AGGREGATE'•
0
2%
ON RAMP1. 6 SL1.OPE ,
O 'n
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0
1/4" PER FL
12:1
MAX. SLOPE
•'
ACCESS AISLE
•a
•a
j{ a
• a
HANDICAP SPACE
PLAN
WHEEL CHAIR RAMP
1 1/2' 1-2
CURB
SECTION
• COMPACTED/ WHEEL CHAIR RAMP
TI O•I SUBGRADE
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
GRASSING DETAIL
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOL CONDITIONS.
2, RP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOL.
UME 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 SF.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PLLVERRED, FIRM, UJFORM SEW BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEW LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAN STRAW 6 HAY AT 75 TO 100 LBS PER 1000 SF.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE 6 MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF IM GAL. PER ACRE FOR SLOPE STABLQATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON F POSSIBLE. F GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ES ABLSHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA CRASS
20% TURF FESCUE
10% - CREEPING RED FESCUE
24% ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEW SHALL BE A MN. OF 98% AND
GERMINATION SHALL BE A MN OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNIATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
N.T.S.
T-6' x T-0' x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ 'RESERVED PARKING'
WITH IDENTIFICATION SYMBOL. o
RESERVED BOLT TO WD. POST W/ 3/8' CADMIUM o
PARKING PLATED NUTS, BOLTS 6 WASHERS.
to 9' x T-0' x .080 STD ALUM. SIN -
u
TO READ 'VAN ACCESSIBLE. o
BOLT TO WD. POST WITH 3/8' CADMIUMo
PLATED NUTS, BOLTS 6 WASHERS o
9' x T-O' x .080 STD ALUM. SIGN u
r 12' TO READ 'MAXIMUM PENALTY $100,
GS 20-37.6'. BOLT TO WD. POST
I WITH 3/F CADMIUM PLATED
NUTS, BOLTS 6 WASHERS.
LEGEND AND BORDER - GREEN TREATED WOOD 4'x4' POST. GRADEI
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE --- --
1-V2'R(TYP) 1-V2 R(TYP)
PETWLTY VAN I ITT7 TTTIIII II
1 3/8'(TYP) ACCESSIBLE 3/8'(TYP) -III-III III-III-
1I �I11=�_=1 I I
III =-�� =111-
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN =1I1-I I ILjl I I1= -
BACKGROUND - WHITE BACKGROUND - WHITE =�� I I- I 1
TYPICAL HANDICAPPED SIGN DETAIL
NTS
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS
4. THICKEN SIDEWALK TO 6' IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2" EXPANSION IOINT (E.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
BLDG.-STRUCTURE
PLAN
SIDEWALK JOINT DETAILS
NITS
1/8'R TOOLED
JOINT ----I
'x a f
1/2' EXPANSION
JOINT MATERIA
EXPANSION JOINT (E.J.)
1/4"A" DEEP w/AN
I-
1/8'R TOOLED JOINT
f
CONTRACTION JOINT (C.J.)
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FELD
CONSTRUCTION CONDITIONS.
2, THE CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF WAYS
WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO TRAFFIC CONTROL
AND CONNECTION TO EXISTING STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS, SHRUBBERY. ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF
CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FLLNG, REMOVE ALL TOPSOIL, WOOD, LEAVES, AND
ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SLT MATERIALS AND EXISTING BURIED
CONSTRUCTION DEBRIS AS REOURED AND FILL TO SIJBGRADE ELEVATIONS WITH A CLEAN
SELECT-FLL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE REMOVED
FROM SITE AND DISPOSED OF N ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE
CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL REQUIRED
FROM OFF SITE AND OBTAIN ALL REOURED PERMITS ASSOCIATED WITH BORROW OPERATIONS
8. FLL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO RECEIVE FLL
SHOULD BE PROOF ROLLED WITH A 10-TON VIBRATORY STEEL WHEELED ROLLER TO
COMPACT THE TOP 8' TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE
CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND
REPLACED WITH A CLEAN SLTY OR CLAYEY SAND HAVING A UNIFIED SOL CLASSIFICATION
OF SP, SM. OR SC. FILL MATERIAL F OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED N
LAYERS NOT TO EXCEED 8' AND COMPACTED TO AT LEAST 959 OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN BUILDING AREAS TO A LINE
OUTSIDE THE BUILDING AREAS SHALL BE PLACED N LAYERS NOT TO EXCEED 8' AND
COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM
D-698) WITH THE UPPER 12 INCHES OF SU IRGRADE BEING COMPACTED N 6 NCH LAYERS TO
100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. N AREAS WHERE NO
STRUCTURAL SLL S TO BE PLACED, THE UPPER 12 INCHES OF N-PLACE SUIBGRADE SHOULD
BE COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF
THE MATERIAL S TOO DRY TO COMPACT TO THE REQUIRED DENSITY, EACH LAYER SHALL BE
WETTED N ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET
TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE
AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT S OBTAINED. FILL
SHALL BE PLACED IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
TIMES. SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS
WORK
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING
UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY ROGER M.
SEITTER AND PROVIDED BY OWNER.
1Z THE CONTRACTOR SHALL VERIFY DIMENSIONS AT )OBSITE.
13. THE CONTRACTOR S RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR
DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO NKDOT
STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND STATE
PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS.
16, ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE
17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
18. THE CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS RESPONSIBILITY.
PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION.
19. REINFORCED CONCRETE PPE SHALL BE CLASS AI WITH RUBBER GASKETED JOINT OR -RAM
NECK'. INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PANT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE II, FACTORY MIXED, QUICK DRYING,
NON -BLEEDING.
21. NO CUT OR FLL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3 HORIZONTAL
22. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 30 DAYS OF DISTURBANCE. ALL SEEDED
AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECFICATIONS N THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS. DENSE VEGETATIVE
COVER.
23. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT S
COMPLETED.
24. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION F THOSE SHOWN ON
THIS PLAN ARE NOT EFFECTIVE.
25. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS SOON
THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCNG RAINFALL
BUT N NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
26. INSTALL EROSION CONTROL MEASURES AROUND THE DROP NETS AS SHOWN ON THE
PLANS TO TRAP SLT DURING CONSTRUCTION INSPECT THE EROSION CONTROL AROUND THE
NETS AFTER EACH RAN AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE
CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS
AND ANY UNSTABLE SOL AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE
DISTURBED AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
AROUND THE DROP INLETS.
27. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET
PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 509 FILLED.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
PROPERLY.
28. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES N A CONDITION TO PREVENT MUD
OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR SHALL INSPECT
THE CONSTRUCTION ENTRANCES ON A DALY BASIS. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE. ANY OBJECTIONABLE MATERIALS SPLLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
29. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES
2.0 FT. BELOW THE TOP OF THE RISEDGRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
30. SEDIMENT WILL BE REMOVED FROM BEHIND THE SLT FENCE WHEN IT BECOMES ABOUT
0.5 FT. DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
MAINTAIN A BARRIER
31. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE ACCUMULATED SLT
AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
32. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL PERMANENT
MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-OUT.
33. REFER TO THE PLUMBNG DRAWINGS FOR LOCATION AND INVERTS OF NEW WASTE AND
WATER LINES.
34. SEE PLUMBING SHEETS FOR LOCATION AND INVERTS OF CONDENSATE AND ROOF DRAINS.
THE GENERAL CONTRACTOR S RESPONSIBLE TO CONNECT THESE LINES TO THE
UNDERGROUND DOWN SPOUT DRAIN AT THE REQUIRED DEPTH TO DRAIN ALL UNDERGROUND
DOWN SPOUT DRAINS SHALL HAVE A MINIMUM SLOPE OF 1% AND BE SCH 40 PVC PIPE SIZED
AS FOLLOWS: USE 4' PPE FOR UP TO 4 DOWN SPOUT CONNECTIONS, 5' PIPE FOR 5 TO 8
DOWN SPOUT CONNECTIONS AND 8' PPE FOR 9 OR MORE CONNECTIONS.
35. THE FLASHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL BE A MINIMUM OF
6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION EXCEPT AT ENTRANCES AND
ENTRANCE TRANSITIONS.
8'
SLOPE _
1/4'/FT.
a -
i
6' THICK WITH
W2.9 X W2.9 WWM
COLWELL AVE. BIKE PATH
NTS
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99137
DES. JST
DRWN. NMK
DATE 22 NOV. 99
A� S TOT'
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C3

0
FINISHED GRADE
7 7/8"
v
M
7 3/16'
4" IN.
-4 GAP
GAP
7/
NOTE: 1/2
M
0 1. BOX EQUIVALENT TO
LU ENNIS ENTERPRISES
NO.EEVB-001
a 2. STD. WEIGHT 30 LBS. 4" PIPE
x
F-
0 4"-45 BEN
18" NIPPLE 6
GLUED CAP
6 1� 'v
M
Ila a/n•II
4•
4• WYE
STANDARD CLEANOUT
NTS
VARIES (10' MAX.)
II V
\MIN. 12-1/2 GA o Q
/INTERMEDIATEILL WIRES h
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NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5-0' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3"
TO 4" IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1 1/2" LONG
TEMPORARY SILT FENCE
N.T.S
x O -I
w F- w
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5/8" STAINLESS STEEL -
BOLTS, NUT 6 WASHERS
6" X 6" X 16' SQUARE
TREATED TIMBER
3" X 1/4" STAINLESS
STEEL BRACKET
EXIST. 12" DI SANITARY
SEWER PIPE
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
— EXIST. 12' SANITARY
SEWER PIPE
INV. = 20.25
3" W X 1/4" STAINLESS STEEL
BRACKET AROUND 12" PIPE.
PLACE 1/4" RUBBER GASKET
BETWEEN PIPE 6 BRACKET
PROPOSED DITCH INV. = 15.75
PIPE SUPPORT DETAIL
NTS
EXIST S:S-M.H
TOP 24.67
INV (T = 18-87
INV ','v') = 20 23
INV 0' = 18.97
RELOCATE
POWER POLE
TEMP. GRAVEL
CONSTRUCTION
ENTRANCE
RELOCATE EXIST.
HYDRANT AS SHOWN --
.,�M^r
?OL
d
s
x
v
SS PIPE SUPF
;SEE DETAIL)
1.0' PIPE
SEPERATION
3' OFF SS PIPI
ADD 20 LF —�
60" CMP (ASPHALT
COATED PIPE)
ADD 30 LF
54" RCP o 0.25%
NEW 6'X6' PRECAST JUNCTION BOX
2' DIA. MH FRAME 17 GRATE
(HEAVY DUTY) LOCATE ACCESS
IN ASPHALT ROAD AREA
TOP = GRADE
INV. IN = 15.87
INV. OUT = 15.87
NEW 8' WI
CONCRETE
BIKE PATH
FULL 18' JOINT
3/4' GALVANIZED ROBS 6- PPE
MAIN
L- HYDRANT LUGS TIE BOLTS RETAINER CLAMPI
JOINT RESTRAINT
HYDRANT TO 1ST FULL JOINT OF PIPE
a
3/4' TIE BOLTS
JOINT RESTRAINT
HYDRANT TO MAIN TEE
GUIDELINES FOR
HYDRANT JOINT RESTRAINT
NTS
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2�
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INSTALL NEW SSMH 6' WEST
OF EXIST. SSMH. INSTALL NEW 12"
SS PIPE FROM NEW SSMH TO EXIST.
SSMH o WRIGHTSVILLE AVE.
(12" DUCTILE IRON PIPE
o 0.50% SLOPE).
NEW SSMH TOP = 26.0
INV. IN (W) = 20.2
INV. IN (E) = EXIST.
INV. OUT (N) = 18.0
SEE 1"-20' SECTION (SHT. C4),
AND PR1 FOR CLARITY.
DRAINAGE PLAN SECTION
SCALE: 1"= 20'
2-2 1/2' HOSE NOZZLES
WORD 'WATER' ON
C.I. VALVE BOX
GATE VALVE MN. SIZE 6'
TURN RIGHT TO OPEN
}
m
m
HYDRANT TO
HAVE BREAK
"SECTION OR
REMOVABLE
BARREL
3URY LINE FLUSH WITH
FINISH GRADE
NOETEASSEMBLY
CONCRETE PAD
1 DETAIL
SHEET NO SD-18A FOR
15' X 15' X 6'
JOINT RESTRAINT REQUIRED
2-DUCTILE IRON PPE
HYDRANTS SHALL BE:
REQUIRED ON ALL HYDRANT
KENNEDY GUARDIAN
BRANCH LINES
GUIDELINES FOR
STANDARD
HYDRANT
NTS
EROSION LASSA OR B
STONE
4' TO 6' #5
STONE
TOE ON UPSTREAM
FACE
FAQ
SECTION A -A
STONE CHECK DAM
NTS
CLASS B RIP RAP 60OX MARIFI FABRIC
EMERGENCY SPILLWAY
NTS
10'
VEGETATED SHELF
0 6:1 SLOPE
CITY FLOOD POOL = 232
STATE FLOOD POOL = 21.5
NORMAL POOL = 20.0
ELEV. = 1833
BOTTOM 14.0
RIP -RAP PAD
(NCDOT)
6 1 L_!, I 111 1-
_I= 15 to, 3 III-11I-
1
3 MAX FOREBAY
BOTTOM = 16.0
POND SECTION
NTS
I�
1
3 MAX
INV.=20.0
20 LF CAST IRON
SEWER PPE
CENTERED UNDER
WATER
WATER G SANITARY SEWER INTERSECTION
NT.S
TOP OF BANK
24.0
1
3 MAX
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L4 STEEL REBAR (CALV. OR ASPHALT COATEDLJ
TACKWELDED AT 6' O.C. EACH WAY LAID
\M TOP OF BASH
4'X4'I.D
1` BOX �f
TOP 23.2
A TACH SCREEN WITH
CALV. LAG 6 WEDGE w• ""*"" "r+
ANCHORS
1/2' OPNG. CALV. 2.50'W X 0.5'H WEIR f
ALUMINUM EXPANDED"N WEIR 21.5
METAL SCREEN !+`
1' I.D. INLET PIPE GROUT IN PLACE INLET ORIFICE 20.0
INV. 20.0 BOT, 19.0
COMPACTED SUBGRADE OR 6'
CRUSHED STONE.
SECTION ELEVATION
NOTES
1. BASIN, FRAME AND CRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
DETENTION BASIN #1
OUTLET STRUCTURE
NIS
Y
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II
99137
DES. JST
DRWN NI
DATE 22 NOV. 99
SEALMT)"
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NEW SIDEWALK
LOCATION MAP
Zp'Ic/>`SO L 4'12
¢,tiDI N1JJ1 9
'PIPS a.lf�T I li, ta'. ;i,a
m,;C]'IprJ 0.90
3,f 36i
RE -ALIGN EXIST. CREEK y, '
(SEE CROSS SECTION)
POND DATA
29
TOP OF POND 24.0
CITY FLOOD POOL 232
STATE FLOOD POOL 21.5 /
NORMAL POOL 20.0 Z /
BOTTOM 14.0
i
SPILLWAE� 0-
ELEV.23.50 1
-1 C,
EXISI S..;M.H
TOP = -467
INV 1N) 1887
2023.
RELOCATE
POWER POLE
TEMP. GRA
CONSTRUC
�s�A1TTz0 G �� ENTRANCE
�7AirAAGE Tip �'�tnvI-
Tulzre Lalu M �pwSONST �
Igor FY �TyG�N�2.
RELOCATE EXI
HYDRANT AS°
BENCH MARK:
TOP OF FIRE HYDRANT
ELEV. = 30.37
NOTE:
1 PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR
SHALL VERIFY ALL GRADES SHOWN FOR EXISTING
DEVELOPMENT, IF GRADES DIFFER FROM ELEVATIONS
SHOWN NOTIFY ENGINEER.
2 ALL BUILDING DIMENSIONS ARE APPROXIMATE. SEE
ARCHITECTURAL PLANS FOR VERIFICATION.
3. NO WETLANDS EXIST WITHIN THIS SITE AREA.
4. 100 YEAR FLOOD ELEVATION REPORTED TO BE
30.2' 27.0' 21.2'
DROP INLET
Ts.1' 43s0' TOP = 6.5 10.e0'
INV. = 24.5
(FELD VERIFY LOCATION OF
J 1 1 L J 1 EXIST. 6' SANITARY SEWER.) 1 L
3 3 3 TIE NEW 4'
V SS AND
C.O.
0 LIFE 3 � 3 1
FABRIFORM DITCH. FABRIFORM DITCH.
(FEED VERIFY LOCATION) FABRIFCN2M DITCH.
J1
m 2 1 1 2 2 1 PRIOR TO PLACING FLL FOR FEW BUILDINGS 2 2
THE CONTRACTOR SHALL MUCK OUT SATURATED
UNSUITABLE MATERIAL IN EXISTING POND AREA.
Ik' Ik' DROP INLET ,
( TOP = 26.0
NV. = 23.5
C CROSS-SECTION A -A CREEK CROSS-SECTION B-B CREEK CROSS-SECTION C-C
('ITS NTS
12' X 8' TAPPING
SLEEVE 6 VALVE - - - -
TEMP. HOOK CMT DAM
3,
(SEE DETa I k-)
7447 51LT Fj,-
- txl nw;
NEW 4' SS AND C.O.
TIE INTO EXIST. 6' LINE
TGHTS��j MardiiO C
L,H / (FIELD VERIFY LOCATION) - - - ►►jjLYl AVENUE_(70' R/W)
0
INSTALL NEW SSMH 6' WEST
OF EXIST. SSMH INSTALLNEW \COo�
SS PIPE
E FROM NEW SSMH TO EXIST
SSMH o WRIGHTSVILLE AVE. - -
(12' DUCTILE IRON PIPE
0 0.50% SLOPE).
NEW SSMH TOP = 26.0 *PIPE SIZE 6 NVERTS PR
OVIDE\
INV. IN (W) = 20.2 BY OWNER. BY OTHERS AFTER
NV. IN (E) = EXIST. ORIGINAL SURVEY.
INV. OUT (N) = 18.0
SEE SECTION (SHT. C4),
PR1 �(BO
AND PRI FOR CLARITY. �
X
1�
II
CONCRETE
PAD
1 3106
2�`
i%'
T
�r - �;-_� 9 U7 PHASE 2
9.
MASONRY
J 4 / LANDSCAPE /
1 �4` WALL /
t
10, /
nc)
y��'75� rnrn
W
w r7 r)
i
T(E INTO; EXISTk{(I J) z r7 n
EXTRUDED CURB` o 0
SDMH Y
TOP = GRADE / r3. a O m m
INV. = 22.78
5.15 15'RCP !!! / �zz
7 REMOVE 6 REPLACE 4 H L` ` f o J Q
EXISTING ASPHALT
H Oo �Iv 3� 5u e� REMOVE EXIST. EXTRUDED CURB
DROP Y250 FOR NSA RAIN OF /
TOP = 25.0 NEW ST RAN PIPE,�� � / TIE INTO EXISTING ASPHALT
INV. = 22.22 7 ' ✓ ! -
i CURB INLET
INV. GRADE
)NITSSTORMWATER 0
_
X 34' EACH cl�
'FE=27.5 i; DROP INLET (� w
LLJ
00, TOP = 26.0 N r E C E I V E
INV. = 23.50
/ JAN 312000 0
1/4' MIRE MESH
SEDIMENT CONTROL u ;
SCALE: 1" = 30' STONE 2' NOTES:
-- 1. SEDDAENT COMROL STONE
-- SHALL BE (5 DR-(57
0 15 30 60 90 SECTION A -A
MULTI -DIRECTIONAL FLOW
2. WIRE MESH SHALL BE
TEMP. INLET PROTECTION MIN. AND SKI HAVE�4-
NTS MESH OPENINGS.
- ENTRANCE DRIVE OFF COLWELL AVE. TO EXISTING
BLDG. DRIVE WILL BE ASPHALT WITH CURB 6 GUTTER FROM
DAWSON TO PROP. LINE. ROAD SHALL BE 8' OF ABC STONE
TO PROPOSED GRADES FROM PROP. LINE TO EXIST. ASPHALT
- STORMWATER DETENTION POND
- STORM DRAINAGE SYSTEM
- CULVERT EXISTING DITCH
- INSTALL SANITARY SEWER RELOCATION
PHASE 16 BI
- WILL INVOLVE DEVELOPMENT OF PROJECT AS SHOWN
w
-
EXIST. CONTOUR
PROPOSED CONTOUR
EXIST. SPOT ELEVATION
PROPOSED SPOT ELEVATION
(TOP OF CURB)
v
PROPOSED SPOT ELEVATION
✓
(TOP OF PAVEMENT)
T&F
SILT FENCE
®
INLET PROTECTION
}
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SITE DATA PHASE II
5 III
Z
TOTAL LAND AREA 3.49 ACRES
DISTURBED AREA
3.00 ACRES
(WITHIN PROP. LINE)
Zo
DISTURBED AREA
0.45 ACRES
v
(COLWELL AVE. AREA)
DRAINAGE AREA TO POND
ON SITE:
3.49 ACRES
COLWELL R/W:
0.45 ACRES
TOTAL IMPERVIOUS AREA
1.69 ACRES
III
BUILDINGS - 3 o 4,100 (ROOF)
12,300 SQ. FT.
BUILDINGS - 1 @ 6,500 (ROOF)
6,500 SQ. FT.
EXIST. BLDG. (ROOF)
5,000 SQ. FT.
TOTAL BLDG. AREA
23,800 SQ. FT.
99137
ASPHALT
35,404 SQ. FT.
DES JST
(OUTSIDE PROP. LINE)
7,000 SQ. FT.
CONCRETE
5,272 SQ. FT.
DRWN NMK
(OUTSIDE PROP. LINE)
2,160 SQ. FT.
DATE 22 NOV. 99
REQUIRED PARKING 102
PROPOSED PARKING 91
(5 HC)9°°
EXISTING PARKING 21
TOTAL 112
0 HC)
SEAL
19 51
LANDSCAPE AREA REQUIRED
2,850 SQ. FT. (8%)
LANDSCAPE AREA PROVIDED
3,000+ SQ. FT.
ZONING
CS
ci
LAND USE
OFFICE PARK
f

POND DATA
TOP = 24.0
CITY FLOOD = 23.4
5TATE FLOOD = 21.15
5TATE NORM. = 20.5
BOTTOM = 14.0
OUTLET STR
TOP = 23.4
INV. / OUT -
(SEE DETAIL
NEW 4' 55 AiD G.O.
TIE INTO MT. 6' LINE
(FIELD VERIFY LOGATION)
CURB INLET
TOP = 24.•15
INV.. 2OA5
ENERSY
LOGATION MAP T°R
24' RCP
INV. - 20D
46' GMP
W. I5.15 ... -- ------ --- --- _. _------- .--- ----- --------..
-47 G'P AN-T - a
,�t )
EMER9. E ,hT. y�l4Hl.
SPILJJLAY
I r r ELEVa23.13 I
' NEW INN. IN • Ibb6 -
EXISTINE
F'AF:K I Nv
f ^T
X15TINC
3:KE PATH
7. Cenification Reauirernents
Tire following certifications shall appear on all plans
11) Designees Cenification
DROP INLET
TOP = 2-10 '1 hereby certify that this plan has been prepared in accordance with the latest Wilmington
INV. - 245 Standards and Specifications for Stormwater Management and Chapter 20 of the code of
NEW 4. 55 AND GA, Ordinances of the City of Wilmington
TIE INTO EXIST, b' LINE r • �L�
(FIELD VERIFY LOCATION) Si;{nature'
(°P"e PRDFILt ON sm. G3) Pr med Namnd Title: _ John S Tuaaall P F
PRIOR TO PLACING FILL FOR NEW EiULDINI66 Date _December 16. 1997 Registration Number 19951
THE CONTRACTOR SHALL MUCK OUT SATURATED (2) Ownees(Developer's Certification
INEVITABLE MATERIAL IN EXISTING POND AREA.
'I; We hereby cenify that any clearing, grading, construction or development, or all of
tit -se, will be done pursuant to this plan and that the applicable Stormwater Management
DROP6D INLET conditions and requirements of the City of Wilmington, the State of North Carolina and
TOP 26A the Federal Government nd its age7aluzelf
re hereby made part of this plan.'
INV. = 235 iu Si;Inature:
Prnted Name and Title: Mr. Walter Pancoe, President
Dece._pecember 16- 1997
.. Hr,1 -- -- . .... .... - ..-_....
/ l- DROP INLET
TOP = 24,•15
INV. = 215
I L7
IML'i`�I IJ qL ^Li --
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i
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.F'niz
REMOVE EXIST! --' MO„r 12055 :y1\L / FaS►, a: -� - ! ��/ ` ,' is /:� -� .-.- .-. .-. - - � � :>�� � h� 1 _� ��R� owY• ._
J
0 STREET YARD
EAFN>-;^^ _�M r I �) 5t Ei / ^._ / LANDSGAPIN6
Q--sIeN �
,/.PHASE
ILL L�t�. • y_V,/' /
y�/ )
I
MASONRY
1' ,v j /l� x` NApf 7 i/i , it •� ' '��-FI UNIT -_--- L APE
7'v
f, KAU
HIV. = 15DO ., E=
.t
^
® �4 EACH � ' � /
AA
N` r
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/
ry)
f _ ,
NEW SSM1 Iq '•..." T'a`' "'` /, i /ter ! /' r//' i i ' i!% /i ' r - ^T ,•'•. �.' �,.._aV, S- .t'�.n ,5 F, e / /
TOP - 26A
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J.. ♦ ` � � ,', �,.i1 .'!R' /'^' /\ .0 i
1
} -- ' \ / % ' I 1, r ,. <' ✓' / (n Z M r
71
B -STUN N6 1 \...- "?µA' -.x i -C` Ix�-t ?`V//' / /'/ %/ •O O
t J •� /; ! -:% 39,5 ! `�� T .. .'. \.. .. .t ^'ti,.' g,.. K.y�6 6 - t•tS. 'i,j /, / r E'Ci'. >/ 0 01 m
10 X2p-I�OX u r -� \ �I rl,_ 7 3:'. jj
CD
PREGASf BOX'>- + y� 9,yx...--: _ ,e(, /. � t '�1 t• /�/.� _z w
/ TOP•265 k'/ tl% I i t >� \/ /17 j } j NCO
SSE 2 � .
/,
30I .IN 1 r � '
12 IN - T-XIQ T . I , �, /; z4 J I �/ `♦ \ % r-t,.NHIC ,.n /~ / o 3, 2 u-
64' .I f15.93 %;I. / a,/;' P, / m3al
N nG5 N: I i I nL i l
j INVI lT--a93 x Q f! /. 4iUNITS t >erL ;J \ we /' TIEINT Y / O EXISTING ASPHALT,
�30t' X 34' EA6H ��'�.
``a II • ,'�' \; �' eye `': j u
_ ! (. F iENL NT Z
IN�,oer c,�.iE X (��� 'i�,. %,l �9. s, i �j ,iii% % - l--
,
b'rX 65, I +l) I' • i" % i � .'K iIi / I id{j'ti_ ` 5i% ` Gfl 'r ��- a� F
UNV.IWOUT (e47 ,•ax P i �' 2a / c - - -. / / $, =f a/ .y`
jki TIONBOX--- F tr O 7 i1A
W
� i i r a �'q, I \ '`.' • , ij! � / r}� ® °ah. .'r � � � 1�' �=f'7 kil® ®
8" �<►.'
,
��✓������0 ,� see :., K../ - ,
Ca
" FF 27.i / ��
Lc!�AilC�ti / r _• ,. • . •w�A6 � tcI . � H tifi... � _� �/ ,
wv. (H9.1 2�2-3
RELOGATEEXIST.
HYDRANT AS 5HO Ad
415RCP ,try °
PRECAST JUNCTION BOX
5' X 5' I ag O g
TOP - 265 D f` ,.,e• fl:a `� n
INV. IWOUf = 1635 C1-11 INLET o
TOP = 26.0-
INV. IWOVT = 235 INLET
r/i 1 JUNCTION SOX r r \, TOP = 24.45
EXTEND EXIST TOP - 26D a INV. = 212
46' RGr
REMOVE 4 REPLACE -, -TIE NEW^4. 55 SERVICE
EXIST. 55 MANHOLE Y`u e. \♦ y'
TOP ry= A \\
MEN6' NDE INV. (EJ = 20.0 1�`i +� �� �F 1 •. \ `\ �/
&GOKNECRETE INV. (N) 16 = 87
PAIN i k %
G1RB INLET RELt7C.ATE
TOP 26A POKER POLE
INN. OUT = 23.T5
DROP TOP--�
INN. - 25D
NOTE,
L PRIOR TO ANY cONlrn;txwK THE CONTRACTOR
SHALL VERIFY ALL GRADES SH" FOR EXISTING
DEVELOPMENT. IF 6RADE5 DIFFER FROM ELEVATIONS
SHOWN NOTIFY El"HE3t
2. ALL BUILDINS DIMENSIONS ARE APPROXIMATE. SEE
ARCHITECTURAL PLANS FOR VERIFICATION.
SCALE: 1" = 30'
0 15 30 80 BO
DROP INLET
TOP = 24.6
INV. - 225
-G •'
(S PROPOSED
ROAD
TION
FHAISIN
G 432LM96eJJ PHASING
LL I
EENTRANCE DRIVE OFF GOU4al AVE. TO EXISTING 0
TIE INTO EXISTING AS%ALT, RIDS. DRIVE WILL BE ASPHALTNTH OM 16VTTER FROM n�
GLRS DAMS
ON TO PROP. LINE ROAD SHALL BE 6' OF ABG STONE (`o IJ///' Z
LEGEND
--- ....-
EXIST. CONTOUR
PRDP05ED CONTOUR
EXIST. SPOT ELEVATION
OPO SPOT ELEVATION
U1
(TOP of u7Re)
PROPo5w SPOT EItYATION
(TOP OF PAVEMENT)
"'-•K--
SILT PeNGE
EROSION CONTROL AROUND INLETS
PRDP05W ASPHALT
PROP05M CONCRETE
TO PROPOSED 6RADES FROM PROP, LINE TO EXIST. ASPHALT Llj
- STORM ATER DETENTION PM
- STORM DRAINAGE SYSTEM
APPROVED - G1LVERT EXISTING DITCH C7
NORTH CAROLINA ENVIRONMENTAL - INSTALL SANITARY SEI RELOCATION Z
MANAGEMENT COMMISSION PHASE II t III \9 ?
DIVISION OF WATER QUALITY - NLL INVOLVE DEVELOPMENT OF PROJECT AS SHOWN J
Dalaita P 1 44*t- E ZD
N
Stormwatu Perms No.7�7/225.. > r' a '? " �i E Lr` ! V E Z
I �IlVVV!`� E FEB j�' d O
2 61998 V
Q U
SITE DATA PHASE II � III PROJ#�(.O___ 4/IZZS 11,1111
TOTAL LAND AREA 3.48 AGRES IIIIIII IIIIIII
DISTURBED AREA 5.0 AGRES
(WITHIN PROP. LINE) III II
DISTURBED ARFA .44 AGRES III
(GOLWELL AVE. AREA)
a-r2-11
TOTAL IMPERVIOUS AREA 1.62 AGRES
BU I LD I N65 I cf 484.3 50. FT. Des J5T
ASPHALT 36165.76 50. FT. tom. NW
(OUTSIDE PROP. LINE) 6137.16 50. FT. PATE 24 FEEI. 96
GONGRETE 1-1241.Q0 50. FT.
(OUTSIDE PROP. LINE) 381.7.14 50. FT.
CAR 9 ��
REQUIRED PARKING C15
PROPOSED PARKING 102 (3 HG) SEAL
?� T9851 e
EXI5TIN6 PARKING 21 (1 HG) IN�"• y,^ ' ,E.. o
'o. S, Tli�` s'
LANDSGAPE AREA REQUIRED 3312 50. FT.
LAN05GAPE AREA PROVIDED 3400 50. FT.
ZONING G5 I-f-6 2 51996 G
!a „ I Of 5

DROP INLET
TOP s Z1.0
INV. - 245
NEW 4' 95 AND l
TIE INTO EXIST. be LINE 06
(FIELD VERIFY LOCATION)
(SEE PROFILE ON 514T. CZ)
NEM 4' 55 AND W.
TIE INTO EXIST. 6' LINE
OUTLET STR[rGTURE (FIELD VERIFY LOCATION) Lu
TOP =23.4 DROP INLET �s)
INV. /ff 205 CORD INLET U TOP - 26D
(5EE TOP - 24.15 INV. = 235 < <
INV. a 201
m z
PEW 51OBeIll" D-
ENBW 12' X be TAPPING VISSIPATOR ...... ..... ...
240 94P SLEEVE I VALVE . ..... .... - - ----- ----- ----- ----- --- - ----- -- -- ----- --- - - -- ---- ---- ---- - - --- ----- ----- ----- ---- ----- ----
INV. - 20D DROP INLET c/-
469 TOP = 24.15
INV. - 5.15 ............ - -------- - ---------------------------- - ------------------ --------------------- ... . ............... --- ------------- - ---------------------------- --------------- --------- ------------------ -------------------------------- - ------- -- ---- ---- -------------- - --------------------------------------------- -- ---------------------- <
17, ----------- -
527' ------ LU
�--IFII T- /1-/-E AVEs4-E
SPILLWAY 313.8'-
ELEVI CZ
tavwuAL
INV. 14.5 VETAJU - - - - - - - - - - - -
TER METERS I Nr-r VI UA L CONCRETE
------ 150' KAI t4---1- Ir. PAD
Exls�MIW 'AIN
---------- ...... FRI ---- ----- .... Z z
......... ..... .......... A ----------- - - ------------------ - - --- ---- -- ... . ...... ... .......... ... . ....... ------------------- .......... -------
Ilk
Lo/.171 I �­
J r- -AvIA
eel
L-:-A ;m I SN
OETAK 'A 5 10'5TREET YARD
rS111111 - ----- - . ...... ......... ...... N ........ ----- .......
11 LANDSCAPING X <
PHASE 2
CIO. . . ...... . "X
CIO.
4�XUN 4 UNITS MA50WY
LANDSCAPE
30'X 4' EACH 3l 34' Ell
KALL
�FE 21 z 'xz <
INV 15DO 41 FF FFE=2cl.0 o.
If ...............
10
A
--------------- ... ........
Nm III -j
TOP 26.0
cb
1w. 16.24
1w. 16.15
Lr) 0
C;q
w n
t
+ 7-
J X U)
z
5 VAM' EACH PHA5E 2 Y 0 0) CF) -------- --
,MTION boxtos< CD
QI� �S.. 40, jr, WH) 12'; L12 X-
(12SPACIES 0 9' CH),- Ljj
.aX I 4P. 265
rro
30- IW. IN
112. le .11.11..111 I
o W. IN TAST. CL l
bell IN * 0.0 ........ .
. . . . . . . . . . . . . . . . . . . .... TIE INTO EXISTING ASPHALT,
4 UNIT5 ..... ... w Y
30'X 34 EACH
0 >
FFE=2c[.O
V. 1;v-
000 FAc)EHENT z
-4
X
64-
...... .. PHASE 5 cl EX15TIN& INII r8k) Il . ... ...... -1111�.Jjj .... - 45'
t5KE- PATH 1 0 ....... 9 1.. E . A . C .. H . 1 " .1 1 -1
•. ... .... 777 1 1 7 .... .... \ ..... 4AC 9' Ell Y
-I -s v
TION V 1.0% L07 H
BOX 4
61 651 P1;mw 0 L. 0
TOP = 265 ENER19Y LL1
W. IN C44�7) - 163 015561PATOR
AW. IN (54) a EXIST. 5 1 -)3
05 L�
1w. Ovr 163 1w. - 205
40 TIE INTO EXISTINS ASPHALT,
ISRAVEL
RJC,TION CAM z
do
EX15-INC3
3 UNI 5 ol
4 UNI
0
W FFE=2-7.5 30'X 3 Ell �x �7-
6. 3 X P41 EACH
51Rk FFE=21. /,Oo lIll(o
co. III V) DROP INLET
av TOP z, 24.6
INV. - 225
EX15TIN(3 ....... .. .00 Ix. V)
13 IKE f�A.�7H
1-(,)c,ATI()N
CON5TRJCTI0N
ENTRANCE C-)
0
TEMP. BRAVE-
F43-OCATE EXIST. r
1;
HYDRA A5 %1"
MINI%
RELOCATE
POHER POLE 485 Rl 0 Stir 40,
ell
PRECAST JMTION BOX PROPOSED ROAD
0 14 (SEE GOW7TWGTION
51 x 51 0 PHASINl
TOP z: 265
INV. Iwovr = 1635
TOP �k
INV. IWOLIT 235 V, Dow INLET
amrim Box TOP - 24.45
EXTEND EXIST TOP - 26.0 INV. = 21.2
46'RGP INV. 111: 20.61
REMOVE 4 REPLACE TIE NEW 45 SS SERVICE Z
EXIST. 95 MANHOLE 'T, MAIN
TOP 5xr -7
1w. .020.0✓ cil2l
NEH VWDE IRV. IbAl z"
CONCRETE INV. 15.61
BIKE PATH
47) JST
RELOCATE Jl ly
CIM INLET NW
TOP - 25.0 Poll POLE
INV. Otrr 23.15 5'
DROP INLET -1% �%DPE vATE 24 FEE. cQ5
TOP = 25D --- ....... ...
INV. - 23D PIRIGHTVALLE AVE. 4 I�III....... ....
------ - 1:::::: .::III
...II � CA 01
3
SE Al
BACK OF l
W'
I'YII
5EGTION A -A
X' i
N
[�Xl
k t4-
r�y.
EAG
F 7H
OUT
4_L
1b
SCALE: 1 30'
SIDEWALK DETAIL
N!0011I
0 15 30 60 90
G2
2 of 5

r-6•
1'-0' b'
3■
GLASS A
ASPHALT-,
I 3'R LR
FLOW LINE GURB 5EGTION
NTS
GLASS A
HALT 7:T
'.
F I/a3'R
a
SPILL OFF GURB 5EGTION
NITS
b"
,S '•
• • SAS - -
EXTRUDED CURB DETAIL
NT5
low h�rt7�
I• DIA, arm RM
SEALANT M JOIN
12- HMO 51-
STONE 9EPON6
WWACTED
madvADE
PIPE •��
I 1
I 1
_____�
I I I 1
I I I I
I I
I I
I I
I I
I I
CASTING
_-- -4I--.--- i
NOTE: USE STANDARD 2' DIA.
MANHOLE FRAME AND COVER.
H-20 LOAD RATED
1 1
PLAN
b b
150
--------- I Q
4" �
4 ip
gib- .I1Qd
JUNGTI ON SOX DETAIL
NTS
L___
- SEE PLANS
--------------------I
II
l
PLAN
STD. SLF NcnTmr-/ N
M�NIOLE STV-S (PER S
ATY OF HLH SIDS.
y� NOT : RmGA6r .IMGTIm
�I DONS So" Be DISIB*m
" TOR A LOAD. SEE
TV p�OR Fhi1-+SI�or6RrZAST BOX
12"
SECTION
TYP, PREG65T JUNCTION BOX
GONG.
A'
r,
fZiy1J
• •
PRECAST
BRICK MA51
4"
3000 P51 GONG--
. •4 _ ..
0 �
I� 0
O O
O O
O O
O O
O O
O O
CASTING NGDOT HOODED L�
NOTE: U5E DEPlEY BRO5• FRAME AND GRATE o O
CH-BN 3A FOR CATCH o 0
BASINS AND GH-BN-4-1
FOR YARD INLETS
PHALT PAVEMENT
ELEV. VARIES
SECTION
DROP INLET DETAIL
GRAVEL FIL
WIRE SCREEN
FILTERED WATER
• ire,
d
• �
-
, if111��.I
:K
PRECAST CATCH 13A51N
PLAN
02f000 0 0 0ab0000 o ao o(A
SECTION
NGDOT HOODED FRAME
AND GRATE
OUTFLOW PIPE
STANDARD CURB INLET DETAIL
RUNOFF HATER ---
GK
FILTERED WATER
SEDIMEN�pj DROP INLET w/GRATE SEDIMENT-r
WIRE 5G INLET
2x4 WD STUD
5PEGIFIC APPLIGATION SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS THIS METHOD OF INLET PROTECTION IS
APPLICABLE WHERE HEAVY FLOW5 ARE APPLICABLE AT CURB INLET'S WARE AN
F_XPEGTFJ7 AND WHERE AN OVERFLOW OVERFLOW CAPABILITY 15 NEGE55ARY TO
CAPACITY 15 NECESSARY TO PREVENT PREVENT EXCESSIVE PONDIN6 IN FRONT
EXCE-561VE PONDIN6 AROUND STRUCTURE OF 5TT2UG1T1RE
EROSION GONTROL AROUND INLETS
CARON FRAME d
ST IRON
VARIES FOR WOODS OR
TOP TO BE FLUSH
PAVED OTHER
OTHER AREAS OUT OF
WITH STREETS, WALK5 OR
TRAFFIC. TOP TO BE A5
RESIDENTIAL AREAS.
CEMENT
CEMENT
NOTED ON PLANS. ON
UNPAVED ROAD5 PROVIDE
MORT
8" COVER OVER LID AND
SET LABELED CONCRETE
MONUMENT NEAREST R/H
LIMIT.
MANHOLE FRAME d
JCRETE COLLAR
- -
N
0 12" ol- +.
REINFORCING
I
PRECAST EGGENTRIG T
6
4b" DIAMETER 5TD.
I.
I
PRE -CAST MANHOLE
Q
a-
-1
SECTIONS
MANHOLE IN ACCORDAMG
'•
r
5" MIN. WALL THICKNESS
I WITH A5TM C 47
FOR 4" VIA. BARREL
T
Q
Q kn i
------------------------
I
'
b" MIN. WALL THICKNESS
FOR 5'DIA.BARREL
tV
I
4
I
5' Typb. i BITUMA5TI0 JOINT 5EALANT
,
I 6RfUTED INSIDE G==j
-'
AND OUT WITH APPROVED
NUN ..I 1KINKINv vKcAj? N Lk
I. FOOT
•I'
Fy
a_ PIPE �1�
1
DIA R MINIMUM 8" STONE
0000a� BEDDING, FOUNDATION
7EXTENVED
00 00 0 0 0 00 0 oc
0000000 0 0 o c o 0 0 0 0 0 0°o°o°000°o°0-0- °o°o°0°0°040°0°0000000RUBBER GASKET
LIP MONOLITHICALLY CAST
5A5E SECTION (EXTENDED BASE NOT
REQUIRED FOR MANHOLES < 6' DEEP)
III STANDARD 5EWER MANHOLE
NOTE: ALL SEWER MANHOLES SHALL BE
EQUIPED WITH 5EI^ER GUARD INSERTS.
n
s• FLAN5ce++Llc
vwps
caHcane I,e•,r cmom nam k�W�
1L=u-1
SECTION
WMEM CHAIR RAMP
l-w OK
YP I GAL S I DEV4ALK AND
WHEEL CHAIR RAMP DETA
TEMPORARY GRA551N& DETAIL
I. CHISEL COMPACTED AREAS AND SPREAD TOP501L 3 INCHES DEEP OVER
ADVERSE 501L CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROGK5, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
(" SEE 13ELOWI
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM
SEED BED 15 PREPARED 4-6 INCHES DEEP.
b. SEED ON A FRESHLY PREPARED 5EED BED AND COVER SEED LIGHTLY.
1. MULCH IMMEDIATELY AFTER 5EEDIN6 AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING OR16INAL LIME, FERTILIZER
AND 5EEDIN6 RATES.
Q. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER 15 ESTABLISHED.
*APPLY: A6RICULTURAL LIMESTONE - 2000 LB5/ACRE
FERTILIZER 10-10-10 - 1000 LEIS/ACRE
MACH - 2 TONS (APPROX. 80 BALE5) SMALL GRAIN 51RAW/ACRE
ANCHOR - TACK w/ LIQUID ASPHALT 0 400 6AL/AGRE OR
EK L51FIED ASPHALT 0 400 6AL/ACRE
5EEDIN6 SCHEDULE
126M PRODU eI E6m
A06 15 - Nov I TALL FESCUE
30 LB5/ACRE
NOV I - MAR I RYE (6RAIN)
120 LB5/ACRE
MAR I - JUN 30 KOBE or KOREAN LE5PEDZA
90 LB5/ACRE
(5GARIFIED)
COMMON 13ERK DA 6RA55
50 L55/ACRE
(HULLED)
JULY I - AU6 15 COMMON BERMIDA 6RA-%
50 LBS/ACRE
(HULLED)
BROWNTOP MILLET
20 LB5/AGRE
ALL DISTURBED ARES SHALL BE SEEDED WITHIN 30 DAYS OF THE
COMPLETION OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER 5EEDIN6 5GHEDULE5 MAY BE POSSIBLE.
T
I'-b" x 1'-0' x A80 STD. ALUM.
HANDICAPPED PARKING 516N
TO READ 'RESERVED PARKINS'
WITH IDENTIFICATION SYMBOL.
FtIESIERVIED BOLT TO HP. P05T W/ 3/8' CADMNUrM
PARKING PLATED NUTS, BOLTS d WA5H325.
9' x 1'-0' x Ab0 STD ALUM. 516N
m
TO READ 'VAN AGCESfiIBIF'. -
BOLT TO WD. POST WITH 3/8' CADMIUM
PLATED Runs, BOLTS d WA5HER5
4' x F-O' x D60 STD ALUM. 516N
I 12' TO READ 'MMIRH PENAI-TY s10o,
KITH /8 b G�MUMPLATEDLA�T
N1T5, BOLTS d Kk5HEIZS.
LE680 AND BORDER - 6RE EN TREATED WOOD 4'x4• P05T.
WHITE SYMBOL ON BLUE BACKGROUND
BA6K6RO(W -WHITE i
I-I/2'R(TYP)R(T(P)
MUIXIN4Uht T VNI
PIL3W_TY ,+ji
f l 3/8'(TYP)
LEGEND AND BORDER- 6RE EN LC-6END AND BORDER- 6REEN
BACKGROUND -WHITE BACKGROUND - MITE
NOTES
1. 51PEWALK THICKNESS SHALL BE 4• UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINT5 (G.J) SPACE SAME A5 SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6' AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6' IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO C1RB.
5. 1/2" EXPANSION JOINT (E.J) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND A5 NOTED ON 51TE PLAN.
b. PROVIDE A LAYER OF 150 BLD6. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR 5TRUGTURE.
T. REINFORCE w/bxb-IOAO W.W.M.
•• v
A
1/2' EXPANSION
JOINT MATERI
BLDB:STRUGTURE
PL.AI'1 CONTRACTION JOINT (G..IJ
SIDEWALK JOINT DETAILS
51TE WORK NOTES:
1. THE GONTRAGTOR SHALL VISIT THE SITE TO BEGONE FAMILIARIZED WITH
FIELD GONSTRUCTION GONDITION5.
2. 1644T OF
WAG YOYTSRWAGTOR TH PROPER AUTHORITIE5 AND SHALLLHIMEEET REQUIIRQOT AND REAL R EMEENTS AS
TO TRAFFIC CONTROL AND C9NNEGTION TO EXI5TIN6 STREETS.
3. GLFARING AND GRUBBING: REMOVE ALL TREES STUMI05 ROOTS,
SHRUBBERY, UiLITIE5,SR�TANKS, WITHIN �NS�RI
4. STRIPPING: BEFORE EXCAVATING OR FILLING REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE HATERIAL.
5. EXISTING
B RIECONSTRUCTION DEBRIS AR6REEGUIRED ANDFI ILL O�
ELEVATIONS WITH A GLEAN 5ELEGT-FILL COMPACTED AS SPECIFIED.
6. REMOVED FROM 51TEA STRIPPED
IOF IN AAGG�ORDAVNGE�WITTHH ALLLSHALL BE
APPLICABLE LOCAL AND STATE CODES.
1. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
REQUIRED FROM OFF 517E AND OBTAIN ALL REQUIRED PERMITS A550GIATED
WITH BORROW OPERATIONS.
6.
9. LAYOUT: THE GONTRAGTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HI5 WORK.
10. THE CONTRACTOR 15 RE5PON51BLE FOR THE LOCATION AND PROTECTION OF
EXISTING UTILITIES DURING CONSTRUCTION.
II. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
ROGER M. 5EITTER AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR 15 RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DI5GONNEGTION OF ALL EXISTING UTILITIES WITH APPLICABLE
AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
NGDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR P051TIVE DRAINAGE.
11. SEE 6EOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENT5.
16. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HI5
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
14. REINE. GONG. PIPE SHALL BE CLA55 III WI/RUBBER 6ASKETED JOINT OR
"RAM NECK'. PERFORATED POLYETHELENE PIPE SHOULD BE HANGOR
W/ 3/5" PIA HOLES OR APPROVED EQUAL.
20. �L1B3E A CHLORIINNAING PAINT FOR TTEED R ALL
PAVEMENT
7 P IISAfYPE III, PAINT
FACTORY MIXED, QUIGK DRYING, NON-BLEEbIN6.
21. NO GUT OR FILL SLOPES SHALL EXCEED A 51DE SLOPE OF I VERTICAL TO
3 HORIZONTAL.
22. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
DISTURBANCE.
23. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
PROJECT 15 COMPLETED.
24. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THI5 PLAN ARE NOT EFFECTIVE.
25. INSTALL ER05ION CONTROL MEA51)RE5 BEFORE BEGINNING CONSTRUCTION OR
AS SOON THEREAFTER AS POSSIBLE.
26. CONSTRUCT THE DROP INLETS WITH PROTECTION TO ACT A5 A SILT BASIN
DURING CONSTRUCTION.
27. MAINTAINALL
SILT AS UNTIL
O KEEPTHTHEMSFUNCTIONINGCOMPLETE.
IINPROPERLY.
28. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEA5URE5 WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
29. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
WASTE AND WATER LINES.
30. SEE PLUMBING SHEETS FOR LOCATION AND INVERTS OF CONDENSATE
31. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL BE
EXCEPT AT ENMUM OF TRANCEE-SHES �AND ENTTRRANCEDTRAN51TION5F.LOOR ELEVATION
ALLMTNA�E�LALL BE AT A FINISH FLOOR ELEVATION OR AS DETAILED
32. LOC D WITHIN WHERE THE SANITARY
� GLEANGOLUTTSS L ARE
TPLACED
IN A GA5TIN6 (OR APPROVED E6?UAL).
33. NO KNOWN WETLAND5 EXIST ON SITE.
34. ROOF DRAINAGE FROM BUILDING SHALL BE DIRECTED TOWARD THE
NEAREST CATCH BASIN.
IEEP H/AN
XOLED JOINT
NOTE: PAVEMENT 5EGTION MAY VARY
DEPENDING UPON FIELD GONDITION5.
GONTRAGTOR SHALL COORDINATE
w/OWNER 6 GEOTEGHNIGAL
ENGINEER TO DETERMINE
AGTUAL PAVEMENT SEGTION.
5TANDARD
PAVEMENT 5EGTION
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I. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF 51X LINE HIRES WITH 12" STAY
SPAGINS.
2. FABRIC SHALL BE FOR ER0510N CONTROL AND MIN. OF
36' IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE HIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL P05T SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. HOOD P05T SHALL BE A MIN. OF 6' IN HEIGHT AND 3"
TO 4" IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LE55 THAN W9 WIRE STAPLE
1 1/2" LONG
TEMPORARY 51 LT EENGE
TEMPORARY C RAVELLED
GON5TRUGTION ENTRANGE
STEEL OR WOOD P05T
HIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
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84"
PLAN rF Low w�
TOP . 255
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NOTE:
I. BOX EQUIVALENT TO
ENNI5 ENTERPR15E5
NO. EEVB-001
2. 57D. WEIGHT 30 LEIS.
4"-45" BEND -
IS' NIPPLE
GLUED GAP
WATER
m
4" PIPE
4" HYE —J
STANDARD GLEANOUT
NT5
4"
WATER t SANITARY SEWER INTERSEGTION
N.T.S.
VEGETATED SHE
O bd SLOPE
CITY FLOOD POOL 23.4'
STATE FLOOD POOL 21.75'
NORMAL POOL 20.5'
NGDOT CLA55 B
EROSION CONTROL
STONE
I ��IlYF �
1 III I'I . ...
BOTTOM 14.0' .In1—� I FOREBA
. 11=I I ITI I I I_='7
BOTTOM = I'7S
POND 5EGTION A —A
TS
24" RGP
INV.= 20.5 INLET PIPE
RIP RAP
(SEE ENERGY DIS5IPATOR)
TZOL
A"
I
d
x
v
bX VIA. STONE SHALL NOT
aLOGK OR IMPEDE
/ PIPE FLOW
II �/
Q 11
II
12"
SECTION A A
9MIRAFI bOOX FILTER FABRIC
OR APPROVED EQUAL
NOTE FILTER FMW AND STONE SNALL BE TOM WM RABID END SWTM
ENERGY D 1551 PATOR
TOP OF BANK
24.0'
OUTLEI
INV.=:
SECTION A -A
STONE CHECK DAM
NT5
CRUSHED STONE.
SECTION ELEVATION
NOTES
I. BASIN, FRAME AND ERATE MAY
VARY IN NONESSENTIAL DIMENSION5,
DETENTION BASIN #1
OUTLET SIR J'-,TIRE
NT5
D
-W 6ALVANUEP
L /8' jo/NT
6' P/FE
0
70 HAM
"
�— MDRAA?L6t95 77E &X 15 RETAIIMR &*0
JOINT RE57RAINT
HYDRANT TO I5T FULL JOINT OF PIPE
JOINT RE5TRAINT
HYDRANT TO MAIN TEE
3/4' 77E BOL 75
6U/5 ff/NF5 FOR
wL?&4Nr jaw
RE5TRAINr
1? l/1' HOSE WZ2L£5
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C.I. VALVE BOX
6A7F• VALVE M/N. 512E e
71PN R/6NT rO CFEN —
:
MWDRAW r0
SECTION OR
�VABLE
I ELRYLII�iLG5:HWl7N
FIN15H 6RAL7E
WrEt
1 ShUT l�l'J. 5DlAIL8OA /,5/'AD
.1o/Nr RE57RA1Nr R£Y.YARED
2 DW77LE /ROW PIPE
REGU/R&7 ON ALL NYDR2ANr
BRAICN LIW-5
HYDRAN75 SHALL BE.
rrE7#457r 6dARD/AN
&JIVELlNE5 FOR
5TAWARD HrL?RANT
MIRIFI 60OX FILTER
OR EQUAL
a' $L)PE
I/4"/FT.
SPILLWAY ELEV.- 23.15
3
`-CLASS s EROSION CONTROL
STONE 12' THICK OVER
FILTER FAMIC
En
EMER60GY 5PILLHAY DETAIL
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DATE 12 JAN. 98
SEAL
19851
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LOGATION MAP
EX15-lNG
FARK,IN65
I-OT
EX15TING
BIKE PATH
EXI5TiNG
BIKE PA7H
LOCATION
REMOVE EXIST
12055
INV. = 1500
NEW 5544 el -
TOP = 26.0
INV. IN = 1624
INV. OUT = Ib.15
1+
,UNCTION BOX
10' X 20'r
NOTE -
I. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR
SHALL VERIFY ALL 6RADES 5HOWN FOR EXISTING
DEVELOPMENT. IF 6RADE5 DIFFER FROM FIEVATIoN5
5HOWN NOTIFY ENGINEER
2. ALL BUILDING Dll•1E14510% ARE APPROXIMATE. 5EE
ARCHITECTURAL PLANS FOR VERIFICATION.
OUTLET
TOP = ,
INV. / O
(SEE DE
4 i�iFa �4Ltr 7:nL ��gR
-IN't
tiiVRANT
CURB INLET J
TOP = 26.0
INV. OUT = 2335
POND DATA
TOP = 24.0
CITY FLOOD = 23.4
5TATE FLOOD = 21.15
5TATE NORM. = 20.5
BOTTOM = 14.0
SCALE:
1"=30n
0 15 30 60 90
•11
1.rjMWPffdRAI
3 C.C11ficalion Requirement•
The following certifications shall appear on all plans
(I) Designer's Certification
DROP INLET
TOP = 21.0 •1 hereby certify that this plan has been prepared in accordance with the latest Wilmington
INV.. 245 Standards and Specifications for Stormwalef Management and Chapter 20 of the code of
NEW 4' 55 AND CO. Ordinan:es of the City of Wilmington
TIE INTO EXIST. 6' LINE
(FIELD VERIFY LOCATION) Sigrmure. 6k1.U- -'s
(SEE PROFILE ON SET. G3) Printed Namoind Title: lnhn S Tun"tall P F
PRIOR TO PLACING FILL FOR NEW BUILDIH65 Due: December 16. 1997 Registration Number 191t51
THE CONTRACTOR SHALL MILK Off SATURATED (2) owner✓Developers Certification
UN5UITABLE MATERIAL IN EXISTIN 6 POND AREA.
•VWe hereby cenify that any clearing, grading, constriction or development, or all of
these, will be done pursuant to this plan and that the applicable Stormwater Management
DROP INLET conditions and requirements of the City of Wilmington, the State of North Carolina and
TNOV _ 226D the Federal Govemme� food its agenc�s)are hereby made pan of this plan'
Signature: �-
Printed Name and Title: Mr. Waher Paneoe. Presidmt
"-" FXl-fllv7
ff.PFALT ..... ..... ..... ..-.----- --- ---. ..... ............ ` --- --- ---- ---- ---- -` ---- ---- ----- ----- ----- ---- ---- ---- ----
DROP INLET
TOP = 24.95
INV. - 21.5
TIE INTO E45TINN5 ASPHALT,
XIs' OKAINA E
EA5EHENT
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ENTRAhCE DRIVE OFF COIJBL AVE. TO EXI5TIN6
TIE INTO EXISTING ASPHALT, BLD6. DRIVE WILL BE ASPHALTWITH OURB a 6VTTER FROM
CURB VAIH5ON TO PROP. LINE. ROAD SHALL BE WOF A 70 PROPOSED 6RADE5 FROM PROP. LINE TO EXIST. ASPHALT
STONE
- STORMWATER DETENTION POND
- STORM DRAINAGE SYSTEM
- CULVERT EXISTING DITCH
- INSTALL SANITARY SEWER RELOCATION
PHASE It a III
- WILL INVOLVE DEVELOPMENT OF PROJECT AS SHOM
PROP05ED ROAD
(SEE C045TRUGTION
PHA51N6)
LE6ENEXIST.
C40NTOL R
PROP05M CONTOUR
EXIST. SPOT ELEVATION
PROPOSED SPOT ELEVATION
(TOP OF C,RB)
�®
PROP05ED SPOT ELEVATION
(TOP OF PAVEMENT)
--
- SILT FENCE
ERO51ON CONTROL AROUND 111PT5
PROPOSED ASPHALT
PROPOSED CONCRETE
SITE DATA PHASE II It III
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TOTAL LAND AREA 3.48 ACRES
IIIIIIIIIIIIIIIIIIII
DISTURBED AREA
3.0 ACRES
(WITHIN PROP. LINE)
DISTURBED AREA
.44 ACRES
(GOLWELL AVE. AREA)
a7277
TOTAL IMPERVIOUS AREA
1.62 ACRES
BUILDINGS
1a484.3 50. FT.
°EsJ5T
ASPHALT
36765.76 50. FT.
oRlw NMK
(OUTSIDE PROP. LINE)
6137.76 50. FT.
CONCRETE
1241.a0 50. FT.
DATE 24 FEB. 98
(OUTSIDE PROP. LINE)
3877.14 50. FT.
,.��N cakoi'°
REQUIRED PARKING Q5
�b4`q Ot
PROPOSED PARKING 102
(3 HG)
SEAL m
19851 _
EXISTING PARKING 21 (1
HG)
m
LANDSCAPE AREA REQUIRED
3372 50. FT.
ttlook ,,,S,,,
LANDSCAPE AREA PROVIDED
5400 50. FT.
ZONING GS
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