SW8001027_APPROVED PLANS_20010213

� STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW�D�
DOC TYPE ❑ CURRENT PERMIT
I
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE- 2a2�D�I
YYYYMMDD

Site
50
ill
0
—OR
Z
Y
GRFE��E tOOP
� U
G~
</,
� �� RAKED CREEK RD
r
O �
VICINITY MAP
NOT TO SCALE
LEGEND
PROPERTY LINE
FAV"IF-t1l), *V CONCRETE
EXVM SPOT ELEVATION
PROPOSED SPOT &EVATION
PROPOSED TOC ELEVATION
EKST11NG CONTOUR
PROPOSED CONTOUR
PROPOSED SANITARY SlEWER LINE
IDOSTINIG SAN1TARY WM31
CATCH BASIN W/EROSION CONTROL
PROPOSED WATER LINE
E>3ST, WATER LINE
111��N- F11,
ZONNG"............I ............... CB
USE - ...............................
- GROCERY STORE
NEW FAPERVKX S AREA ....
• •-165b20 SF
TOTAL BUILDING - .................
- 46W23 SF
PROPOSED PARKING LOT: -
PROP. SOEWALKS 8 CONC. - •
• • • • • 5062 SF
DISTURBED AREA .................. 4.98 ACRES
BUILDING HEIGHT: - ..............
-1 STORY/20 FT.
8% LANDSCAPING AREA REQUIRED:
AM SF
LANDSCAPING AVAILABLE - .....
- SEE LANDSCAPE PLAN
BLA DING SETBACKS: - ........
' .... - FRONT SETBACK W
- .............
- SIDE SETBACK 26
- .............
- REAR SETBACK 28
PARKING REQUIRED. - ...........
' ...245 MAX
- .............
-122 MAN.
PROPOSED PARKING - . •
. " • • • .204 SPACES
HANDICAP PARKING ' ..............
-6 SPACES
TOTAL PARKINQ - ..................210
SPACES
• 1- • • • • • • • may-
•. • '5 ♦ W 1WA
\, F
��• i• ; ' t- • Q,-
I
SD
4
4 \
CATCH BASIN — — 1 \ \ \ \ `�9 z961 F j9
`Iy� \
�' TOP OF CURB�2.7
1 I 1 RCATCH OF O2 - CATCH BASIN
W.=16.% TOP OF TOP OF C LRBr. 22 2e C ARB & GUrrER ! ` -STOP OF CURB=23.45 ��� � \ �s �\
I �i 1 TOP OF GRATE=22.95 2380 _
I ` - ......-•------------------------------------- - Iris/=1912� ` 1 �� / I / _ ` \ \ o _ ` i R•put•d o+im.r \
NV -16SQ \
I I 1 c , 1 24:15 24A `;`' Peter Dohs. Etux. Etta
I - '
I i ___----- N 5a30'23• £ 583.B8' , _� -3�,`9 _ \ �.. Pg. 437
p`���-1•\ A�PT! 6.98 acres
NOTE' CONTOURS SNOVi ON
{ '� �p /���� �i 2 18 i! -_.- GtZA/ ._ �j 2a65 GVwJL: 25 2C T��aUFFM i4- /�y P:�„C -
DG � LEE ED AREA I =J,1 �IM1.�S � \ ` r 24 / 2� 2� _ C/ 1 � � � � �'� �= • \ OANS TRACT cIdTIZEO FROM AN VNRECORVED
I�' 1 -4 YAP PREPARED BY JACK STOCKS. P.L.S.
_ I _ — — Combined Total
\DROP INLET;,; 1 - QCIE
ONE WAY, —t 25 ;��°,g TOP OF GRATEzVA - 4 26A0
2.�9
Dense w'caCs 2D" \/ I cn 1
_ t` INV.-VW
23&0 �p
R-15
I I � j _ •--f� •'; n 6� 2�0 f' 3'I . cn ,' t - - '.- / o \
FULL ACCESS I I I : , �.7 z a3 23g •l _ a° �� NE' - ° - _F 2 9 ,1 ,'1J F#�5 - I~ 'IM \ems
DRIVE -F _
HaLL r 2a ° ya 23.88 !' .. ^G ' nOo I,4; \
2=
AR DIRT _--- ,- �4------� / - / -�'=1 �A /
R-------
TEMPORARY GRAVE \ SPACiE - Oq S� r g�---- Ba \ � I 23' L- /
CONSTRUCTION ENTRANCE I , v �A '� �13 1.53' /
I ° __
_—.« �3 •r-------- \ --- — y — .---. ----- — �� — — — — — — — _ f-
II1..= E►� - 9 / 2150 /
II I 24 c - — — — — — — — — — — — — ------_...--z
CB �` J: I ` 13. `` 2250
f rS� j j �ti�'•' � j � _L y � � � - �o� � ` f, .. 8" DOUBLE DETECTOR I Y' I
✓ / ICI( ON FFE F93ER 9� / / �� DROP INLET I
t -- BCA OR APPROVED E�AI� . TOP GRATE=20�50
� - t {3 4 67 a c Tract 2388 r.. ,ti =� - eti MS`F APPROVAL REQ9. •'- (/
23.86��r L ' g 2 BAC*10WPFEVENTOR
CD
3" WATER METER
0 FIB I \ ' g9 4 3 \ 63 = . - �Z _ \ \
0) � � OP 7b � � _ W PAD FOR / �OLLAAD y } � /' \ \ \ \ I
�TE HONE / 9 :,Tit �� • _4 \
C� O MAN OLE �� z a f
_ 1 ;'.,,'• Reputed Owner ' :• /� / \ \ \ \
.I
\ - _ Emery Sherman is
TRENCH DEAN /20' TYPE AW \ \ I
D.B. 550. Pg. 494 i S \ I
-ti4
-15
�LONGxr r.� �C
-� �7 1 �'► \ \ , \ , � \ ; S,'� 4.67 acres GONG RETAINW l -. �, 210 \ \
I : ; Y;? / CATCH BASIN \ \
1 - -..`._ �1aa 2� as 2C108 '• �5 TOP OF CURB=2tU0 S \ \ Or
5 a 'M;s a', t,,:-2�iA�� �.J------------/
TE
P, "'
_ . Tpi BASIN / 9 22 3 ' = ,C�
�7
f �
��z , - /�\ INV , c y
TOP of aFB12o R. x : / /0 \ O/�
TOP CIF GRATE=2070 , _ - - _ r 65 _: , PROPOSED FOOD/STORE ' '- :.. ' / \ \ %t S /7\ \ /
O
� / � / �X8' PAD FOR \ \ � �j /
F NV.` _ - . GENERATOR N. \ \
PHO . 46,000 F BOLLARD I ^� , 9 \
BOX . CATCH BASIN y \ 15A — _ .I'` . ` a� Oro � ti �ti''.` � �A,,` � ` ,� � \ '
\ TOP OF CURB=2t10 , _ 2 F 1 s /
C10 TOP OF GRATE=2080 \ \ \ �' O
CP
\\ \\ 22
210CY)
16
13 FLlllulEri 1� °\ �` 3\
(Jl It • U \ O \ \ 1 //�cGIASE 1,
S, _ \ O.O \2aO \ 6 Y6TOR f / / ry� / 2100 \ \
N o\ � C:O.
Ili � � I�LQRN-
\ -Va \ \ a ,\` ,�ko/ // / \\ \\\
CB 1 0
C� 1\ R-15 11% 1�
0 '19 9\
I) I \ \ / 0 010 N.C-O-\-
E TANK / \ CATCH BASIN
' L. - ' \ \ \ , \ �' TOP OF CURB =2t10
Ir
� £p` f ' °OONNECT I? ` � \ �. ATCH BASIN �„ �. / \ TOP OF GRATE=MM-OFICUS
it
T CGRAt��, 2270
CL
R s
SWALE
\ \ /
z".,57 8 a \ \
CURB INLET I �• \ \
GRATE-17, I ao1` CATCH AREA
INV.-14.95 TOP OF CURB- \' \ �• \ / \
IN
All L
CB
��i;�r, C 1 1 1 � , •- t- 1 1
GRASS T,
ARF • • .° r.
- EA1 \ • ' •!
/ RATED DROP INLET , s.5, jg,6Q \ 1 RCP
1 III \ \ � � _ �. ,. \ \ ► / � �\ � `\ O'`- / /
TOP OF GRATE=19A0
INV. =17.09 �,6 \ \s.
3 I Reputed Owner
III Tammy Jewell REMOVE EXISTING PPE b
E
I I I B. 1983, Pg. 294 TEMPORARY GRAVEL
1 I I CONSTRUCTION ENTRANCE
(Scotchman Convenience Store}
I M I A S P H A I_ T CAT BASIN
I I II A =2010 \\\ ��O \ 9 .... \/20' TYPE '8"
I I III U /G GAS TOP GRA 19.60 • • \ / BUFFER
\ 6 \
4 TANKS Reputed OwnerINV._ '1B Z.
�o� jr/ 15'FES W/Fi�HAP
j CURB I LET Tammy Jewell F \ 1 ENERGY DISSPATOR
I I GRATE1la.51 D.B. 1983, P 294 TEMPORARY SILT FENCE
iN V.-14.04 \ \ \ /
t I g' \�\ INVx17S0
I Total Tract TAPPING SLEEVE \ \ •�'\ / \ \
49,840 S.F. \ n hm r I v. v " X CATCH BASIN/OVERFLOW STRUCTURE\
i VAL COORDINATE \� F op atati = 3. . ° ` TOP OF CURB=two
I crr OF NQTON \ ti 6 - < TOP OF GRATE=2150 /
MAKING T ASS \ oP IpLET �., \ \ (SEE DETAL FOR INVERTS /
AREA \ 4TE-If.74
/ / \ INV. 7.25- 0 \ \ V FES WTH RP-40/t
STORMDRAIN MH / \ \ �� \ ENERGY DISSPATOR
I TOP = 2036 INV =17.50
s INV. = 1730 N MH= 2036+'/-\
MF-L .�
I REMOVE PPE 8 CATCHBASINS
CATCH BASIN
TOP OF CURB=2Db0
TOP OF GRATE= i218
W.=17AO -'
THERE ARE NO WETLANDS WITHIN THIS PROJECT AREA.
DROP INLET
\� \ TOP OF GRATE=19.60
\ \ ` INV=TIS7 RECEIVED
/
\ EXIST. W 7 ' ,' JAN 18 2001
F DP SEWER qA \ / / /
DWQ
PROD # 5UJS W I UZ -
DNfE PREITEO
JAN 17 2001
Alr
VE /' / ANDREW AND KUSKE
SCALE. 1 - 30'
\ / / 0 30 60 90
APPnuvi,,)
NORTH CAROL111A E:,
\ / / DIVIS Od `OF WA i,
Cato 13 Ft513 2Uy1 - 41a--
S;ormwst} r Permtt
W
LLJ
Z LIJ N
O z i c3
E
Ln O p -
to to U
LL J rn rn can
--d- nd- :3
�U�rf7� _
�Zooa y
�Orn
� Z LJ a j
— Z _
cl Ox 3
�
�a-� 3
(3 --
Z -
-
W _-
Z _--
z
W
L
Z
D
V)
Z
0
U
�IIII� I IIIII
I II� II
I
99272
DES. JPN
CI<D: JPN
DRWN: KFD
DATE: 9 /2 5
��A
o �•
SEAL U��
11966 U�
PH/ LLIP ���•
C1

I A 1 I 1 I I I I I I J1 i I
-7

- ■ 1 1 1 1 1 J
V
ST,411L E.SS' STEB ,l'L'.1DS FI.0 6'/
o a ° o
0
Qo o copoo
oTO MAW
a o ° o
HYDRANT LGC'S TE B L TS RETAILER CLA
JaNT RESTRAINT
HYDRANT TO 1ST FGt L /OAVT OF PPE
2-2 1/2' HOSE NOZZLES
NSFT THREADS
4 1/2" PUMPED CONNECTION
`
FACE TO CENTER LINE
OF STREET
HYDRANT TO
HAVE BREAK
SECTI N R
WORD 'WATER' ON C VIE
REM VALVE
BARREL
BURY LINE FLUSH WITH
CONCRETE C LLAR
I
FNISH GRADE
w
C.I. VALVE BOX
CATE VALVE MIN. SIZE 6'
y'-
TURN LEFT TO OPEN
m
TEE 6.
DRAIN
NOTE:
1-SEE ASSEMBLY DETAIL
CONCRETE PAD
THIS SHEET F R
15' X 15' X r'
IONT RESTRAINT RE LI RED
2-DUCTILE RON PIPE -
RE , UIRED N ALL HYDRANT
/OAVT RESTRAWT BRANCH LINES
HYDRANT TO MAIV TEE HYDRANTS SHALL BE:
KENNEDY GUARDIAN OR APPR VED
3/4' TE BOIL TS EOU'L
ml d GUIDELINES 'f=OR
GUIDELINES FOR HYDRANT STANDARD H"DRANT
�10INT RESTRAINT NTS
r- INsuAT1nD ENCLOSURE
NTS
42 7/8" FOR 2' BFP
24' SQUARE CDNC, PAD CONCRETE COLLAR 32' FOR ? BFP
8*
ASPHALT 4000 PSI CONCRETE
OR GRASS DEWEY BROS. WITHIN PAVEMENT TO
MH-VA-4 FINISHED ASPHALT GRADE. (FOR
OTE; SEE UTILITY PLAN
CASTING OR UNE SIANa BACKFLOW PREVENTEER
EQUAL
STONE BASE
SANITARY SE ER
CLEANOUT
SIM - BOX DUAL
NTS
1 /4' WIRE MESH
5' STEEL POST
(SELF -FASTENER
STEEL ANGLE TYPE)
2
SEDIMENT CONTROL
STONE 7 NOTES:
1. SEDIMENT CONTROL STONE
SHALL BE t5 OR #57 AND
SHALL BE AID FOR AT THE
SECTION A -A CONTRACT UNIT PRICE PER
TON "S�DIMENT CONTROL
MULTI -DIRECTIONAL FLOW STONE.
2. WIRE MESH SHALL BE
INLET PROTECTION M N °ANDESHALLHH19 AGE
AVEG /4"
NTS MESH OPENINGS.
• F CURB HEI W 6 8', P}"
13? - 0 t O MAXIMUM SLOPE, SIDE
FLARE "A" 15 V MN1 &M
ST - 0 t12 MA)a" SLOPE, SIDE
PLAN FLARE "A" 6 72' WNIMUM
= eo��wALK - ctrt OR TOOLED I FCONCRETE
v¢r
sti �
WWO wwu '- 90h1'ACTEb �� b
a JBGRADE
r e•
SECTION
CONCRETE SIDEWALK CONTROL JOINT
yr ASPHALTIC PREFOF:E
ti
64-" w.wu
�11=11=II=1�^
.r r:
•.�,ll
.. �. •
SECT
OVMEEL CHAR . .
WHEEL CHAIR RAMP DETAIL
wm
TYPICAL SVEWALK AND
6' W/ E.S. FABRIC
8' W/ WIRE MESH
STEEL OR WOOD POST
1:^` { `-
+_.�_ WIRE MESH FOR STANDARD FABRIC
lu
MIN. 14 GA. 6x6 MESH o � STANDARD OR EXTRA STRENGTH
cu
FAR STANDARD FABRIC J FILTER FABRIC
DIRECTION OF WATER FLOW
II II
I I I I ANCHOR FABRIC SKIRT
! I `n M I I MIN. 8' DEEP & 4' WIDE.
� I I
!I II
II !I
u �
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30' IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH,
2. FABRIC SHALL BE CONTINUOUS LENGTH IF JOINTS
.. h 1 i Ih ■�� Aar r 1 all DRAIN PORT
-oil III III I
rrrrw �rmREID �ww w ', .' •
ANCHORS
Ir J�
���tw �rwlul�l
7Lf1 ' 1m-
* i
ICONIC,i FBFIP
OR
C• i FOR BW
FINISHNOTM
I THE DOUIBLE CHECK VALVE AND RECIUM PFES%W ASSD41UES SHALL BE AT LEAST 12' ABM
THE GRACE FLOW LEVEL OR FLOOR
WATER2. PRESSLIRE VACUUNI ASSIDARES M) SHALL BE INSTALLED AT LEAST 7 ABOVE THE HIGHIEST
OUTLET.
a THE MAMW INSTALLATION Ht GHT OF A BAD(FLOW ASSEMBLY INDOORS IS THIRTY-SIX INCHES,
OUTDOORS SIXTY INCHES
PROVIDE AN ENC•S -, -,• ASSEVIBLY FROMr . S
WEATHER AND FROST,
65, TFUE SHALL BE 2f CLEARANCE ON ALL SIDES OF THE ASSEMBLY
7. IT if• i Er THE CITY CROSS CONN CONTROL • OFFICE BE CONTACTED FOR ADDMONAL
CURB
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 JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTUE�ES, 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.
A
I A
SITE WORK NOTES:
1 THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
19. REINF. CONC, PIPE SHALL BE CLASS I W/RUBBER GASKETED JOINT OR
FIELD CONSTRUCTION CONDITIONS.
'RAM NECK'. INSTALL PER MANUFACTURER'S REQUIREMENTS.
2 CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
20. USE WRITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE It FACTORY
.a
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
MIXED, QUICK DRYING, NON -BLEEDING
Lu
STREETS.
21 REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
a CLEARING AND GRUBBING REMOVE ALL TREES AS REQUIRED UNLESS
WASTE AND WATER LINES.
a
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE. STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
UM TS OF CONSTRUCTION,
EROSION CONTROL NOTES AND MAINTENANCE PLAN
p
4. STRIPPING BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL
t INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE ALL EROSION
r
'�'
a MUCKING REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
�y
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
NO CASE LESS THAN ONCE EVERY WEEK ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
6. DISPOSAL CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
2 MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
APPI.JCABLE LOCAL AND STATE CODES
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE THE
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
7. BORROW MATERIAL. THE CONTRACTOR SHALL FURNISH BORROW
BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO.
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
4 STONE ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
ASSOCIATED WITH BORROW OPERATIONS,
TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
a FILL AND COMPACTION AFTER STRIPPING THOSE AREAS DESIGNATED TO
a SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
FILL SHOULD BE PROOFROLLED WITH A 10-TON VIMRATORV STEEL
GRAVEL 14LF-7 PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
ARE NECESSARY, LAP FABRIC POST TO POST. eb, WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST' 98% OF MAXIMUM APPROXIMATELY 50 % FILLED. GRAVEL WILL BE CLEANED OR REPLACED
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE �S'��,q DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA VVI•�CH PUMPS OR
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, _ _
SELF -FASTENER STEEL ANGLE TYPE. ti� rR�C'roNF,SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, SHOWN ON4, INSTALL ETHOEpPLANS TO TFWPSILT DUFqN CONTROL WJGJRES ,NG CO©NTHE STRUCTION.INNSPECT
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
4' IN DIAMETER. FABRIC SHALL BE FASTENED TO TOP OF REINFORCING PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95%
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE BAR FLUSH WITH TOP OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM 0-698) WITH REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES OW? DEEP
1' LONG OR TIE WIRES, F CONCRETE, THE UPPER 12 #40HES OF SLIBORADE BOW CIDWACTED TO 98% OF T�E TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS
STANDARD RflOGTOR MA)OMUM DRY DENSITY. FILL. MATERIALS WITHIN WHEN THE OONTRIBLMNG DRAINAGE AREA HAS BEEN ADEQUATELY
TEMPORARY SILT E N C E PLACED IN LAYERS NOT TO EXCEED $" AND COMPACTED TO AT LEAST 9896 RX-DING AP AS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE STUD. Rllan NE ALL MATERLAL S AND ANY UNSTABLE SOKL AND
EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
8' BRICK WALLS
3/4' CEMENT PLASTER
7/8" DIA. HOLES OF THE STANDARD PROCTOR MAXIMLAM DRY DENSITY (ASTM D-0m) WITH AROUND THE DROP INLETS,
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
�4• TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF S SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
O 1' BECOMES OS FT DEEP AT THE FENCE THE SEDIMENT FENCE WILL BE
� IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98 % OF THE
3/4' REINFORCING BAR In STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY REPAIRED AS NECESSARY TO MAINTAIN A BARRIER
IMBEDDED 18' INTO TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED
SUBGRADE. /?;jq/N 2 �4 BARS IN ACCORDANCE WITH COMPACTION REQUIREMENTS, IF THE MATERIAL IS 6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
CONTINUOUS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED SEDIMENT REACHES 2A FT BELOW THE TOP OF THE RISER GRAVEL WILL
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
OPTIMUM MOISTURE CONTENT IS OBTAINED, RILL SHALL BE PLACED IN DRAINS PROPERLY
ALL TIMES
CONCRETE WHEE STOP DETAIL SUCH STARUCTTURAL NNOOTES AENDDSSOLLS REPORT FFONREADLY R NAIL 7• NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
NTS RE(]UIREMENT& SHALL BEAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
SEED AND STABILIZED WITHIN 15 DAYS,
R LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK a ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
DISTURBANCE ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
SECTION 'A -A' 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
t-6' 0.625' OF EXISTING UTILITIES DURING CONSTRUCTION. VEGETATIVE PLAN TO MAINTAIN A VIGIOROUS, DENSE VEGETATIVE COVER
11 EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY 9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION E THOSE
NOTE -,
. m HOBBS SURVEYING COY INC, AND PROVIDED BY OWNER SHOWN ON THIS PLAN ARE NOT EFFECTIVE
a
I
.j
0
W Q
F-
oe
�MM WO
W >Z
W 0
oe Z
(A V 0
.j W V
Z Z
Q CL
�.J
W C �.
Q co
1 ALL AROUND D BASIN CAWICIE STING COPING
ROU 12 THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE 10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE .. ,.
2 ALL CONCRETE TO BE CLASS 'A' THE PROJECT IS COMPLETED. W N N
a FOR CASTING DETAIL. SEE SD 14M 1a THE CONTRACTOR IS RESPONMLE FOR THE COORDINATION OF Z I:i La \
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILRIES WITH 11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL 3 o
PERMANENT MEASURES MALL BE WELL ESTABLISHED BEFORE PROJECT
> > APPLICABLE AGENCIES AND AUTHORITIES. O i .4 c�
g-V MN
14, ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIPSHALL CLOSE -CLOSE-OUT.
�CONFORM TO NCDOT STANDARDS.
' 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
CUFII3 6 GUTTER SECTION 13-f3" STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL Q�p� U-) o 0
tc REQUIREMENTS, v
A CASTING �' w sly n
I 1& ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE
�12 �L)Po �-y
17. SEE GEOTECHNICAL REPORT FOR ADDTTONAL REQUIREMENTS ,� -1 Z ,
H - O O 0L - S CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS Li z 3
OS a pO UTY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK e, MIµ z LIJ
Z
� p.
OOAFM A039EGATE U� 0 � : < 3 I
Lj-
TEMPORARY GRAVELIOM
_CONSTRUCTION rr 11• - -
• CONCRETE COPIf`q N.T.S. V
•', 1 A 5. 2'-0'r_8• H-20 LIVE OAD.IINSTALLTIN
Z - -
+ CENTER OF TRENCH, 02 FROM
CLASS A CONIC. BOTTOM. ..
A ' • �C A 8. 2'-0' #�N ' 3" - TR ASPHALT 11,t ad OUTLET PIPE • 1'1- 2
TOP ELEV, w 20A0 W
r•.. 3/4PLASTER T T � 's , A • • ` '= � x�l 0°Op0 O p°O O°O° O°O O O 0 - °O O O O O°O O
ALL SEES 00°0°°°°°°°°0p0°o° 0 o Li
1/8'R o 0 0 0 0 0 0 0 0 o p o 0 0 0 0
' e• {� 0000 00000 0a0 0000000 0O000a Z C
0000000000000 0000000000000
STEPS°000°0°p°o_ .
... °00000°a00 000000000
ag y. m °0°00000° 36" OR 24" °0000000 V
,• • 000000 PIPE 00000 Z
• ... •. i/2" TO 1-V2" W 1SHED ° ° ° ° 0 a 00000
0 ° o Ltd
• NTS f o SEE SITE PLAN o 0
• ' •� STONE (COMPACTED) ° ° o 0 ° o 0 0 °
PIPE OUTLET 000 °
0 0 0
1 /2" EXPANSION PLAN :.. PPE NON -WOVEN FILTER FABRIC c 0 0° 0° o a a° o Z
JOINT MATERIAL LAPPED ON TOP WARR 140N - -
OR EQLJAU BOTTOM ELEV. = SM
' t:.. a� REGULAR DUTY 2 1/2' TYPE I-2 (NCDOT) 4'
EXPANSION JOINT (E.J.)
NOTE HEAVY DUTY 3 1/2' TYPE i-2 {NCDOT) -
FRAME AND GIRATE TO BE STANDARD ATM SECTION "A -A"
OF MMM" CAST IRON I AM GRATE r. V)
INFILTRATION TRENCH DRAW
1/4:x1" DEEP w/AN DEWEY BFiOS. CH-BN•3A REGULAR DUTY, 6' ABC (NCDOT) _
1/8 R TOOLED JOINT HEAVY DUTY; 8' ABC (NCDOT) Z
• DP OP MET DETAIL �
• NTsTEMPORARY/PERMANENT15m PIPE
v
TO BASIN GRASSING DUAL
CONTRACTION JOINT (C.J.)I-
24 PIPE III -III -I
BLDG.-STRUCTURE A A INV. I r.�0
TO r=Mn N❑TE= PAVEMENT SECTION MAY VARY
TJS�EWALK FONT DETALS� CITY _ Q (FROM TRENCH) DEPENDING UPON FIELD CONDITIONS,
H U CONTRACTOR SHALL COORDINATE
SYSTEM u w/OWNER & GEOTECHNICAL
1[8"R TOOLEO
JOOINT
CATCH BASIN
NTS
2 A'
• , • 1 . OONTNUQU6
..
0p1'� 001' ENGINEER TO DETERMINE
VAN ACCEsIBLE SIGN
ACTUAL PAVEMENT SECTION,
ADJACENT TO V AfSL.ES OIL_
PLAN prPAVEMENT SECTION
BAFFLE WALL 24u PIPE 2 X 7 FRAME BAFFLE WALL NITS
SIGNS TO BE OA80 STANDARD R7-8 INV. = 20.10 INV. - 16.50 & GRATE INV. = 20.00 6' THICK CONCRETE W/6X6X6 WWM
ALLIMNUM BOLT TO TREATED WOOD OR TOP = 21DO
AL LMNUM POST WITH 3Ar CADMIUM
PLATED NUTS, BOLTS & WASHERS. R7-8D
COLORS
LEGEM AND BORDER - GRIEEN
V"M SYMBOL ON BLUE 9ACKoriOLIND
BACKORaaro - WHTE NO-ED
ffi=@ ALLUVIUM OR TREATED 4•x4• WOOD GRADE
tv7f TYry} i-w"7vP7
MAYJMUM F'ENAL1Y VAN
$250 3mACCESSIBLE wtrm _ I 1=1 I 1=i i-1 I 1=1 I _
II1EEI=1;111-
LEGEND AND BORDER - GFEEN LEGEND AND BORDER - GREEN
"�BACKGROUND- WIRE
BACKGROUND WIRE=11 I -I I I
TYPICAL HANDICAPPED SICN DETAIL
REGULAR DUTYr 4' ABC (NCDOT)
15" RCP I I 1
FOR BYPASS
TO---------
crry
STREET
SYSTEM - - -
INV, = 1750
SECTION
OVERFLO
i-- 4' x 6 PRECAST BOX
15" CCP OUTLET TO (BASIN)
INFILTRATION AREA
INV. = 17.50
ELEV. = 16.00
6" CLASS 1 STONE
COMPACT SUBGRADE -
NOTE, PAVEMENT SECTION MAY VARY DATE PRINTED
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL C❑ORDINATE JAN 17 2001
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE ANDREW AND KUSKE
ACTUAL PAVEMENT SECTION,
CONCRETE PAVEMENT SECTION
NTS
I CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2, RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
a REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM
4. APPLY AGRICULTURAL LIME AND FERTIUZER UNIFORMLY AND MIX WITH SOIL
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS 20 LBS PER 1000 S.F.
FERTILIZER, 17 LBS. PER 1000 S.F.
5, CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP,
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY,
2 - 3 LBS PER 10M S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH,
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS, PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL PER ACRE FOR SLOPE STABILIZATION,
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, IF POSSIBLE IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES,
10, CONSULT SEERPERMANENT INSPECTOR
6 EMAINTENANCE
ABBLI CHID TREATMENT,
ENT, AND
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN, OF 98% AND
GERMINATION SHALL BE A MIN, OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 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 SEEDING SCHEDULES MAY BE POSSI
99272
DES. JPN
CKD: JPN
DRWN: DLL
DATE: 9/25/00
2 '
�1
rites Ial
\-1
C3