SW8980336_Approved Plans_19980318

9TH STREET
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LOCATION MAP
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SAWCUT AND REPAIR EXISTO
SIDEWALK, CURB & GUTTER,
AND ASPHALT AS REQUIRED
TO INSTALL 6* SEWER
SERVICE
.......... ......... ...... ............. ........................................ ------ ------ ...... ....... ....... ......................................... ........................ ...... ...... -- ----- .......... .......... .................. .......... ....... ............................ ......................... .................................. ............... .................. ........... ....................... ............................... ...... ­­ .... N
24* AK 0
SS MANHOLE
RIM 54.43
N. T. S. INV. 48.97 EXISTING 8" SANITARY SEWER
NOTE; MANHOLE IS o__ ----- ----- ----- — — — ---- ---- ----- ----- •----- ---- ----- -- --- -----
FULL OF SAND. 0 YARD LET
'APPEARS NOT TO
BE IN USE. BIRCH 9TH STREET
CLUSTER o LIGHT POLE
............ .... ....................... ..... ......... ......... ...... ..... .......... -------------....................... ...... ­­ . ..... ........ ­­ -------- ....... --------------- ....... .. ..... ......... .............. .... ....................... ......... .............. ........ ................ -----
(66' ABANDONED R/W) 00
14" OAK SSCO 00000000
0 00
00 00 00 00 00 too
00 00 00 40 00 00 0
00 00
100 30" OAK
NOW 4mom
SSCO ♦ 00 00
♦
00
IRCH 00♦
op,
OB 400
CLUSTE 00
000
100
00 100
6" SANITARY SEWER SERVICE 00
12 OAK SSCO
0 0.60% MINIMUM GRADE. 00♦
00dLl
BATH HOUSE 0 0:� #0
FIELD VERIFY THAT ADEQUATE♦
Ui FALL IS ADEQUATE FROM THE 00 00 00
00
00
BUILDING TO THE EXISTING 00
SS MANHOLE PRIOR TO CONSTRUCTION. 00
♦ j�
00
SSCO 00 00
o 0
TWI ;0< 00
00
♦
BIR H 00
too .100
00
• 0 10" 0
GRADE AREA BEHIND THE BUILDING SSC:
`51� 00
AS REQUIRED FOR POSITIVE DRAINAGE♦
------ TO THE EXISTI�� DROP INLET 011
, 4 00♦ GRADE AREA BEHIND THE BUILDING P'
--- ------ --- --- --
UNK FtNCEE 0 ♦ AS REQUIRED _EM-PWIVE
7 CHAIN ,•:v ♦ 00 00 ♦ 00 00 TO THE-009fING DROP INLET
SSCO ♦ 00
00
000
LIGHT 12" KIP
--------------------------- -------­--- .....
Existing POLE
V.
cul—de—sac q,�=GIRASS TOF 0,3��
1110
7 INV. = 48
51.0 L:
(FIELD WRIFY) 0 0
499
4) GATE FENCE
HVAC
CURB AND GUTTER ALONG R
REMOVE EXISTING CONCRETE
50.5 1 000-,GALLON GREASE I
SEE NEW DRIVEWAY. MATCH DRVE PJUVBING PLANS ..Fog' CONTINUATION GRADE PLAYGROUND AREA
ASMALT
EXISTING PAVEMENT WASTtAJNES wr6`THE BUILDING OF PLAY GROUND FOR POSITIVE DRAINAGE
GRADE ALONG NEW AWAY FROM THE BUILDINQ-,
51.
DRIVEWAY. 51.5 51.5
51 BOXING & CHILD .7
.........................
PHYSICAL FITNESS FF 51.50 oEVELOPMENT
..................
.............. ....... wl
19
.................................. ...
CENTER CENTER ...... ......... ... .............
...............
...........
............
REMOVE 15'R 15'R EXISTING GOAL POST.
41 A.*,,l ........
...........
COORDINATE THE REMOVAL
40 L
.......
WITH THE COY OF WILMINGTON 40 ASPHALT DRIVE
•
1.00 1.00 k
1. 51.
IQ 1000
25!R-,- 0.00
0
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-----------
00 #0 SS MANHOLE
00 RIM 53.61 9TH STREET
INV. 45.71
"IM.-l-N ------ = ------- 4- -6"-,. 0 -7 --- ± - ---------------
too,
00 (FIELD VERIFY)
............ ........ - ------ ------- .... .
... •- . , M :�: .•." . +,
...........
s i
ZtL CUREND ULIAJL
REMOVE EXISTING CONCRETE _4, 4 _41 r wt A. f4
11
............
............
CURB AND GUTTER ALONG ........ .......
... ........ ......
...... ....... .... ........
... ....... A'
3'R ..... 4v -
... ........ . .............. .......... .... ....
...... ........
. ......... ........ .... . ......... ...... :: \1
........ .. L ....... ........... ..... .. .. .... .. .....
NEW DRIVEWAY. MATCHIz
..... ... .... ­vmwl .7 fl:
EXISTING PAVEMENT
. ........ .....
ULM - 1 1j''I 5% ow, bom w how
DRIVEWAY. Z ME 6w4 MA I'Aw w1w Im, wm,.q
24' CONCRETE CURB & GUTTER
M NA NA L A N (TYPICk
f
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TEMPORARY GRAVEL CONSTRUCTION
-- ------------------
- ------ —TEMPORARY GRAVEL CONSTRUCTION
------
REMOVE EXISTING SIGNS IN NEW
DRIVEWAY AREA. COORDINATE
THE REMOVAL WITH THE CITY
OF WILMINGTON
25tl
4
"rjRp2
--- - -----------------
ff
44.80
_51 6-JO T'\ TOP 49 0 '1
"N' INV. 44-,48
1E9D . . .
DI; GRASS SWALE 47.60 "k IIWN LIN.K FENCE
Moot.
----------­---­-----------
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----------
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INV 4' 5' v� 24 0AY
.......... ........ R/W
0 Au 0
ILI" - - - -- - - - - - YARD
RIM
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- .:� m 8" EX. WATERLINE
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----- .........
. ................ ­­... - -_ -_
...................................... ------ -4 . ....... ....... ­­­-­ -- ----------­- ......................... ........ ......... ........ ........... . ........................ ..............................
. ........................................ ..............
11 RIM 444 :TC'i P 444.34 REMOVE
EXISTING
G
�P
N Cur 1CU
5' CONCRETE SIDEWALK NV,- IV. � flfl%
ROM EXISTING CH-AINLNK
"xl 0 2 N t -MDINkj L 1
. ............. — — --_------- ----- — --------- ---- ---------
10TH STREET --
REMOVAL WITH THE
C-URB INLL_T
CITY OF WILMINGTON
TEMPORARY SILT FENCE T"
-P 4435 CITY R/W)
INV. 40. (66
------------­------------- -- ------------------- - -----------------_----- ------------------ ------ --------- ------- e,
-------------­------------ ------ ---------­------- - ------------------ ................. ----------------­-- ----------- ......
_­ --- ---------------------------- ----- -­------------- ------- -- ----- - - - -------- --------- I—, ---- - --
­,% ------------------- * -------------- --- ----- ---­----- ............................. ........... .... ------- - ------- \ __ --------------- .. ..... .........
1 1/2* WATER TAP,
1 1/2- WATER METER AND
BACKFLOW PREVENTOR IN
ACCORDANCE WITH THE CITY
OF WILMINGTON STANDARDS
REMOVE EXISTING CHAINLINK
FENCE COORDINATE THE
REMOVAL WITH THE
CRY OF WILMINGTON
CONSTRUCT V CONCRETE SIDEWALK —
AROUND THE EXISTING 36" OAK TREE.
IF A CONFUCT EXISTS CONTACT THE
ARCHITECT FOR DIRECTION.
REMOVE EXISTING BRICK STEPS AND EXISTING SIGNS
IN NEW DRIVEWAY AREA. COORDINATE THE REMOVAL
WITHTHE CITY OF WILMINGTON
REMOW EXIRNQ* CXRM CURD AND GIATER
ALONG NEW DRIVEWAY. MATCH, EXISTING PAVEMENT
GRADE ALONG NEW DRIVEWAY, REGRADE AREA AS
REQUIRED TO INSTALL NEW DMAY.
-SITE PLAN.
SCALE: 1 30'
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TYPICAL GRASS SWALE
N.T.S.
LEGEND -
PROPERTY LINE
CONSTRUCTION LIMITS
NEW CONCRETE
............
NEW ASPHALT PAVEMENT
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED CONTOUR
(4-8.-0-0�,, PROPOSED FINISH GRADE
SPOT ELEVATION
PROPOSED TOP OF CURB OR
RAISED AREA SPOT ELEVATION
EROSION CONTROL AROUND INLETS
SWALE
- - - - - - 0 TEMPORARY SILT FENCE
NOTES:
1. DIMENSIONS NOTED ARE FROM FACE OF CURB/WALK
TO FACE OF CURB/WALK.
2. ROOF DRAINAGE SHALL SPILL OUT ON SPLASH
BLOCKS AND SHEET FLOW OVER GRASSED AREAS
AWAY FROM THE BUILDING.
3. NO KNOWN WETLANDS EXIST ON SITE.
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97388
DES. JAKIII
DRWN. KFD
DATE 3/18 CO

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VARIES (10' MAX.)
AS DIR. BY ENG.
c.�
1 /2 GA. o m
IATE WIRES
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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
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------ STEEL OR WOOD POST
WIRE FABRIC
-------- FILTER FABRIC
`-GRAVEL FiL1ER
WRE SCREEN FILTERED WATER
FILTERED WATER RUNOFF WATER OVERFLOW
OVERFLOW w/SEDIMENT
RUNOFF WATER _.._T
w/SEDIMENT r ®m _r rj- - �)-m-
SEDIMENTi
DROP INLET w/GRATE SEDIMENT A
WIRE SCREEN CURB INLET
2x4 WD STUD
SPECIFIC APPLICATION 5PECIFICMMTX?N
THIS METHOD OF INLET PROTECTION IS THIS METHOD OF INLET PROTECTION iS
APPLICABLE WHERE HEAVY FLOWS ARE APPLICABLE AT CURB INLETS WHERE AN
EXPECTED AND WHERE AN OVERFLOW OVERFLOW CAPABILITY IS NECESSARY TO
CAPACITY IS NECESSARY* TO PREVENT PREVENT EXCESSIVE PONDING iN FRONT
EXCESSIVE PONDING AROUND STRUCTURE OF STRUCTURE
EROSION CONTROL AROUND INLETS_
NTS
PRIVATE
GRN1
I SIDEWALK OR
SIDEWALK AREA
SIDEWALK
SECTION I
I,
PLAZA \ DRIVEWAY
APRON
PLAZA
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STANDARD
DRIVEWAY
DETAI
CURB
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
CASTING
DEWEY BROS. NO. MH-VA-1
BRICK
CONCRETE
SEWER MAIN
SIZE VARIES
RESERVED
1HANDICPPED PANG SIGN
TO READ 'RESERVED P~
PARKING
WITH IDENTIFICATION SYMBOL
BOLT TO WD. POST W/ 3/r Cl1DIY IUM
PLATED NUTS, BOLTS do WASHERS.
9" x t'-0" x .080 STD ALUM. SKIN
TO READ '1M AXIMUM PENALTY $100,
GS 20-37.6". BOLT TO WD. POST
_
WITH 3/8" CADMIUM PLATED
r-• t2"
NUTS, BOLTS & WASHERS.
fames-
LE" Aria eOFM - GRM
PRESSURE TREATED 4 x4" POST.
FINISHED GRADE
1-1/2"R(TYP) -
-
MAXIMUM
M=,-
PENALTYI�
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LEGEND Aft BOW - Q�m
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TYPICAL
HANDICAPPED
SIGN
DETAIL.
NTS
6" TEST PLUG
2" ASHPHALT CONC.
w/WING NUT
4" BASE
6" AS REQUIRED 6"
. /. 1.
SURFACE TYPE 2
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CRUSHED
Go STONE
-�
BASE
12
COMPACTED
BACK
FILL
-EXTRA HEAVY
FOR STATE WY. REPAIt: 2" SURFACE & 6" BASE
SOIL PIPE
FOR STREET & DRIVEWAYS: 2"
SURFACE & 6" BASE
PAVEMENT
REPAIR DETAIL
-EXTRA HEAVY CAST IRON
COMBINATION FITTING
w/6" BRANCH
- CAST IRON PLUG
w/RU88ER GASKET
TRANSITION FROM CAST IRON TO
TERRACOTTA w/'FERNCO DONUT'
ADAPTER
CLEAN -OUT DETAIL
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 STRUCTURES, AND AS NOTED ON SiTE PLAN.
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
BLDG.-STRUCTURE
PLAN
SIDEWALK JOINT DETAILS
KS
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M. ,
c©
s:
r.0
TURN DOWN SIDEWALK
Ms
1/8"R TOOLED
JOINT -----7
c
1 /2" EXPANSION
JOINT MATERIAL
EXPANSION JOINT (E.J.)
1/4"x1" DEEP w/AN
1/8"R TOOLED JOINT
.4 >.
CONTRACTION JOINT (C.J.)
ASPHALT
TEMPORARY EROSION CONTROL
GRASSING DETAIL
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MiX WITH SOIL.
(* SEE BELOW)
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM
SEED BED IS PREPARED 4-6 INCHES DEEP.
6.. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
7. MULCH IMMEDIATELY AFTER SEEDING 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 ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COWER IS ESTABLISHED.
*APPLY: AGRICULTURAL LIMESTONE - 2000 LBS/ACRE
FERTILIZER 10-10-1 - 1000 LBS/AC E
MULCH - 2 TONS (APPROX. 80 BALESI SMALL_ GRAIN STRAW/ACRE
ANCHOR - TACK w/ LIQUID ASPHALT* 400 GAL/ACRE OR
EMULSIFIED ASPHALT ® 400 GAL/ACRE
5f DING SCHaWL E
zz P.ROQU BATE
AUG 15 - NOV 1 TALL FESCUE 30 LBS/ACRE
NOV 1 - MAR 1 RYE (GRAIN) 120 LBS/ACRE
MAR 1 - JUN 30 PENSACOL.A BAHAIGRASS 60 LBS/ACRE
KOBE r KOR LESPEDZA 90 LBS/ACRE
I SCARIFI�
COW" 804WDA GRASS 50 LSS/ACRE
("-LED)
JULY 1 - AUG 15 COMMON BER UDA GRASS 50 L.BS/ACRE
(HULLED)
BROWNTOP MILLET 20 L.BS/ACRE
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 SEEDING SCHEDULES MAY BE POSSIBLE.
uwe
PLAN
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SECTION
CONCRETE SIDEWALK CONTROL JOINT
1 Y ASPIML TPREFOFAU YR
6r6-10/10 w.1M.M. COMPAM
susom"
SECTION
WHEEL CHAIR RAMP
TYPICAL S i D EWALK AND
WHEEL CHAIR- RAMP DETAIL.
SITE. WORK NOTES:
1. THE CONTRACTOR SHALL ViSIT THE SiTE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2. 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 TREES, STUMPS, ROOTS,
SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES,
STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES. AND ANY OTHER UNSUITABLE MATERIAL
5. MUCKING: REMOVE ANY SOFT, ORGANIC SiLT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT-nLL COMPACTED AS SPECIFIED.
6. DISPOSAL- CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL. THE CONTRACTOR SHALL FURNISH BORROW MATERIAL.
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO RECEIVE
FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL. WHEELED ROLLER TO
COMPACT THE TOP 8" TO AT LEAST 98% OF mmmum DENSITY AT OPTIMUM MOISTURE
CONTENT. ANT AREA WHICH PUMPS OR RUTS EXCESSIVEL.TY SHOULD BE UIDERCLIT AND
REPLACED WiTH A CLEAN, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION
OF SP, SM OR SC. FiLL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED
IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WiTH THE UPPER 12 INCHES OF SUBGRADE
BEiNG COMPACTED TO 98X OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL
MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL. BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) WITH THE UPPER 12 INCHES
OF SUBGRADE BONG COMPACTED iN 6 " LAYERS TO 100% OF THE STMMaARD PROCTOR'
MAXIMUM DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED, THE
UPPER 12 INCHES OF W -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST
98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL OS TOO DRY
TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE
WITH COMPACTION REQUIREMENTS. IF THE MATIIBAL IS TOO WET TO SECURE PROPER
COMPACTION, IT SHALL BE FARROWED REPEATEDLY OR OTHERMf1SE AERATED WITH
SUITABLE EQl}IPMENT MITI. OPTIMUM MOISTURE CONTENT IS OBTAINED.. FLU. 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 CONSTRI. CTI0N.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
MICHAEL UNDERWOOD & ASSOCIATES, P.A. AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DWONNECTION OF ALL EXISTV6 UTILITIES WITH APPLICABLE
AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
NCDOT 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. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
18. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
,SHALL BE A CHLOiTINATED RUBBER ALKYD, FS TT-P-115, TYPE IIi,
FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
19. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF i VERTICAL TO
3 HORIZONTAL
20. ALL. DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
DISTURBANCE.
21. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
PROJECT IS COMPLETED.
22. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
23. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
AS SOON THEREAFTER AS POSSIBLE.
24. CONSTRUCT THE DROP INLETS WiTH PROTECTION TO ACT AS A SILT BASIN
DURING CONSTRUCTION.
25. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
26. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
OUT.
27. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
WASTE AND WATER LINES.
1 4 /7" TVDC 1 - n /&,if%mT%
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FlELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNQt & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
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MAR 1 8 1998
DATE PRINTED

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9TH STREET
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SAWCUT AND REPAIR EXISTM
SIDEWALK, CURB do GUTTER,
AND ASPHALT AS REQUIRED
TO INSTALL 6" SEINER
-:�r SERVICE
1 1 TH ';TRFFT
LOCATION MAP
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F
SS MANHOLE if
RIM 54.43 i �'�. 0
INV. 44.97 SEWER t r \��
N.T.S. TOTE: MANHOLE ISO-- ..r _.. _. �_ �..... _... �.. .......................... _..... __ _.. _ ... .. EXISTING 8 SANITARY ......«...._..._.«....._«..« m
FULL OF SAND YARD r LET _......._........ ».. «. ._....... _ ... .... . _ ... ... ... ..... ..... ........ « _. y=� , Z
BEAPPEARSU NOT TO 9TH STREET �-y'j
�/► �S MANHOLE "1I t H STREET
BE IN USE.. diKcr� � LIGHT POLE • ,� •� I' _ � 45.761 ..� Q
............................... ..... ,....»......._. •.... .._........«CLUSTER ..... ... .... ........................ ........................ ...._... . i . • .... ..................... ..... .......... .{fib' ABANDOtVED...R/w) .......---.............. ..... ........................ .._.. ..............«........ ..--•--...................... ..... ................---_._.. ,.... ........................ ..... ........................ ..... ................ ... .. ....:�,. ....... _f" -INV..................... 46.07f ..._....._.....
Sip i 00 ,, (FIELD VERIFY) �.%7 Q
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00
14" OAK 0000100
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30" OAK-----------------------
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00 CaD
BIRCH 2
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00400
00 00 10000
6" SANITARY SEWER SERVICE �"' 004`
BATH HOUSE ° , 2 OAK 0 0.60% MINIMUM GRADE. SSCO 00' 00 00J , ' ••
FIELD VERIFY00 THAT ADEQUATE � 00
FALL IS ADEQUATE FROM THE 0' *, r ( (� C)
BUILDING TO THE EXISTING �' 00 10111 �►
SS MANHOLE PRIOR TO CONSTRUCTION. ♦'�
SSCO 40 ,,loo
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Twl 00
SIR H 0 00 40 00 40 m
00
00
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00
GRADE AREA BEHIND THE BUILDING SSC 0000
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V.
AS REQUIRED FOR POSITIVE DRAINAGE .► _
TO THE EXI DROP INLET i'�
4 • -„w`"" SfIIN�, _ �, �► 00 GRADE AREA BEHIND JHE BUILDING
;►, ; ---_.�;--d` �,� CKAW UNK FEE .�►AS REQUIRED _F...D %grw ----- � �._._..� r i � ' Q (0(0
'�1 `� _ --' ,, �' .� TO THE- E ZiWG DROP INLET �' e — 0) rn
SSCo 00
00
00 rn
00
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cul—de—scc —00 Nit lq-
Existing ..... ........ ....
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j r' / 49.9 e 2 z
, � 51. \ -•E GATE -FENCE � e � z
REMOVE EXISTING ,'f ��� ``� / N O
CURBALONG/ tw�C �
NEW AND GUTTER
,/ .� 1 OO ,GALLON GREASE INTERCEPTOR rr W rn 3 t� u-
• ASPI�IALT
SEE PLWBING PUNS : CONTINUATION • '
_ PLAYGROUND AREA W
EXISI M. DA�tI.��IENT t�VE _ ,- �- _.... .. _..._-_-.._ _._. .... ..._r..�.._.�_.....
J ►- OF *AST INM -w6-THE BUILDING PLAY OR POSITIVE DRAINAGE
CRAW ALONG Ww 12" e
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DR VEWAY, e77%pvE� — o. 33 � , AWAY �a� T! ----.;
(fi i
.
'- CENTER CENTER Q cn {
V 40
REMOVE EXISTING GOAL POST. �, �►� z, 15'R :,' 15'R
I SYCAMORE `
COORDINATE THE REMOVAL N!` =
WITH THE MY OF WILMINGTON �,�� ♦ /� t LAJ DRIVE
Ls
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f' ♦i` 25 mm
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W„Yt•" E�II�I��f i1�V +• ' , i °iM r • , •..� t •'� • Z •»�: 1 'r 1 • • • • • :! ••'»_.7.W
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.CURB AND GUTTER ALONG
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N Y. MATCH
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NEW DRIVEWAY.
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Pa •�. vE1�ENT
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GRADE NEW
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CONSTRUCTION :.
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M PO TE RARY GRAVEL CONSTRUCTION
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ENTRANCE SEE DETAIL
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+�� 6.• ENTRANCE SEE DETAIL
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v i+w"h:* M I ?wl�w::www►: wiw�i > ceww► ie J' 12 R:�9y.._._......
REMOVE EXL"11NG SIGNS IN NEW \r 6. 44so 45.80 `�' 6• �' `
t�tir w�t:T
DRIVEWAY AREA COORDINATE % Sa'�t 44.20 , .�......
1 r�13rr�- r ,> GRASS $WALE �.. . 47.60 1
THE REMNAL WITH THE CITY ■e r ?. el ,a>�.�ti:.i ,�-�= ` 00 :.: hAN .x�1 I EticE l)......................................................`
OF WILMINGTQN....s `!,, 10' YARD �» r 45. 4 1 ,,�1�' z�' %�,�Ic ,� R
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ww� �► �� !'!�!!4'!'!r!n! �' 1!'r'w'i!" T'l��r .� ""�'y"}'T'*Ej �, a"'�' 'n'►ii,rifii�.'ii, w • w� �r w �� �rw w w ww� w w �� w ,� �� w ww. w w
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RIM44 TLC «{.'� REMOVE EX STI
5� CONCRETE SlDNG / ti cut CU
ff E:1NAlX
CONCRETE PAD INV.-40. .' <. ' IF.v 40 . aCONCRETEREMOVE D CWUHLINK
7 4 4 y x' �� *•` '
4C... �,._ _. ... '. \ ..... _. o'° THE ............ ........... ............... ..... ... _ _
10TH STREET REMOVAL WITH THE
` TEMPORARY SILT INL r CITY OF WILMINGTON
t } (66' PUBLIC R/W) '
,u
J 9 388
DEs. JAKI II
DRWN. KFD
REMOVE EXISTING CHAINUNK , NOTES: 0- 0
1 1/2*"
/2" " WATER TAP, FENCE. COORDINATE THE REMOVE EXISTING BRICK STEPS AND EXISTING SIGNS DATE 3/ 1 s
AN CO
IN NEW DRKVAY AREA CDOR NTE THE REMOVA.
� /2 WATER METER AND REMOVAL CH THE _
BACKELOW PREVENTOR IN CITY OF WILMMON WN THE 01Y 4E AWON
AccoRDANCE WITH THE UIT 1 DIMENSIONSNOTEDtPr FROM FACE OE CURB/WALK �NOF WILMINGTON STANDARDS
CONSTRUCT5'CONCRETESIDEWALKIBM EXISTING CONCRETE CURB AND GUTTER
AROUND THE EXISTING 360 OAK TREE. ALONG NEW DRIVEWAY. MATCH D ZING PAVEMENTIF A CONFLICT EXISTS CONTACT THE GRADE ALONG NEW DRIVEWAY. REPAX AREA AS
ARCHITECT FOR DIRECTION. REQUIRED TO INSTALL NEW DRIVEWAY.
'S ITE P LAN,
SCALE: 1 = 30'
. n��L i ��v�v� � nVL VI VVI\U� t1ALf� ��� �r o
TO FACE OF CURB/WALK.
2. ROOF DRAINAGE SHALL SPILL OUT ON SPLASH
BLOCKS AND SHEET FLOW OVER GRASSED AREAS
AWAY FROM THE BUILDING.
3. NO KNOWN WETLANDS EXIST ON SITE.
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