SW8901210_APPROVED PLANS_19980416

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 cloalo
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
1cAgcf OLN
YYYYMMDD

GO
m
VICINITY MAP
ro SCALE
SEE ALZHEIMER ADDITION SHT. C2 FOR
SANITARY SEWER PLAN & PROFILE
INTERFERENCE MH
TOP = 42.2
8' SS INV. - 364
EXIST. 30' RCP INV. = 37
\ SSMH
TOP = 42.75
\ `♦ INV, IN = 36.27
\ \ `TEMP. SILT FENCE --
TO HEIGHT OF SO. ORIFICE
TEMP_ FROSION CONTROL
CRUSHED STONE.
SECTION ELEVATION
NOTES
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
DETENTION POND
OUTLET STRUCTURE
irr-
NEW DROP INLET
TOP OF GRATE = 43.10
INV, = 39.98
PRIOR TO LAYING PIPE
COORDINATE WITH CANOPY
FOUNDATION
NEW DROP INLET
TOP OF GRATE=42.3
SSMH
INV, = 40.3
TOP = 43.0
INV. IN = 37.44
SSMH
INV. OUT = 37,34
= 43.0
TEMP. GRAVEL
NV. = 38.14
CONSTRUCTION
ENTRANCE
G
/ (IJPE
I'
( I
1 I
>
��.. 5� Iry ...-
-- -� .� ��: �. �J �... ......
! rQ•
ask
HC SIGN
NEW IROP INLET
i
h:
i /' / � < •` 'x
<�F Y •a4 a'' ;
TOP IF GRATE=42.5
INV, 40.6//,
tiy,'h t
ntx;;x r
I
R AREA
L
>y 17,21 SQ. FT,
I�
1
zr fE'
r FFE = 44.5
RELOCATfI,
IEXfST. UNDERGROUND
r RJMO E EXIST.
x x t V P
I
GAS! LINE
ENTSIIE OF PROPOSED
R
{ BUIIDIMG'LINTIS
TRY
AS SHGWWxY'Y'S<`
I
� L{
I I I
�y _ .....,� � � rl-�-1_I
I: :,f{✓'Et ,I>raFrI
I
I I Y✓yexrxf
I Y x' tX v
�:� ,+l�tFx ✓tx' yXy
9.
nnti �
TEMP, -GRAVEL
h I ENTRANCE
xxs Pt
I _ J
I I � Ki x •, r %•.,
---____
III ICI•
20' SECTION DIP
CENTERED ON MH j •�- ,< �` Y j /
ICI i � IL
�.• REMOVE E
REMOVE E)
"; REMOVE & Gu
I L
i
t
1>
R$AtIVE EXIST, CUR' & GUTTE'
' INST&Z.L NEW ISHPALT-.AND,
� CURB &`GUTTER AS SHOWN
REMOVE EXIST rl�oa a rlTTro
L--------
V J
NEW INV, IN = 36.01 `. {
_ .... -
P
TOP OF BANK
cIIY R1AD POOL 39.8•
STATE RO00 POOL 38.5'
1L
„TLWWi ~ 6• --1L7
L5T SIDE OF
(WX)
TOND CROSS SECTION A -A
ELM - 44.0 J LJE,
3
MRFI BOOK RLTS FABRIC
OR EQWH_
36.5•
1 20• 1
EMERGENCY SPILLWAY DETAIL
REMOVE EXIST.
AND REPLACE I
3
\-CLASS B ER0910N CONTROL
STONE 12' THICK OVER
FILTER FABRIC
7 REMOVE EXIST. 18' RCP
ADD ASPHALT TO ACHIEVE
PROPOSED GRADES
FILL EXIST, DITCH
REMOVE EXIST. CURB & GUTTER
NEW CURB INLET
TOP = 43.08 EXTEND CURB & GUTTER
INV. = 39.65 TO EXIST. CURB & GUTTER
I
--
r TAPPIW SLEEVE & V Vfi; I 1
TAP EXIST, 8' WATERLINE 1
4' WITH 2' SERVICE •';�"v � ,T ,
't
,
REMOVE EXIST, '1g' RCP &
I REPLACE WITH NEW 18' RCP
t
AT NEW INVERTS.
,' 1
SEE SPRINKLER; SYSTEM DESIGN.
BACKFLOW PREVENTOR LOCATED
INSIDE BLDG:'SHALL BE FEBCO
MODEL 850,,t6') OR APPROVED
EQUAL, 1
\-1-1/2' WATER SERVICE '
TO BUILDING
(DECREASER 8 JOINT)
T. FENCE 1
AS HALT &/ p.
R, AS SHOWN
�1 5Y 4/ 1
�sC�Rf�°
mg, �� 1
JNO
- t TN 4x T k MP II I
(' ; l I1 i� j�l _ ":1 P.,� F IyG CU C o'o `� p IN / \ \ IIIIIIIIIIIIIIIIIIIIII
IJT r,Rwpg g ; / �rtPq Ar-4, e
�
Rq�p
R
T JNOpRCRgTfti
eAfQRY
tpp t3
J•T hy���vv
rs
l
Y f
\\ t OpRp g
NV CggTSJN
I1�V 4, fT e
�I'a fop
49C,1 tpo
EXPAND POND TO
LIMITS SHOWN
REMOVE EXIST. OUTLET
STRUCTURE AND 15' CMP
REMOVE EXIST. SD
MANHOLE & 15' CMP
TEMP. EROSION CONTROL
AROUND POND INLET
(SEE DETAIL)
- 30' RCP
NEW INV, IN,= 35.02
FILL DEPRESSION TO EXIST, GRADE
OUTSIDE NEW PONI• LIMITS
EMERGENCY SPILLWA''
(SEE DETAIL)
�TYpJ�Ip
SCALE: 1" = 50'
0 25 50 100 150
SITE WORK NOTES:
T JNOpRCRgTfti
eAfQRY
tpp t3
J•T hy���vv
rs
l
Y f
\\ t OpRp g
NV CggTSJN
I1�V 4, fT e
�I'a fop
49C,1 tpo
EXPAND POND TO
LIMITS SHOWN
REMOVE EXIST. OUTLET
STRUCTURE AND 15' CMP
REMOVE EXIST. SD
MANHOLE & 15' CMP
TEMP. EROSION CONTROL
AROUND POND INLET
(SEE DETAIL)
- 30' RCP
NEW INV, IN,= 35.02
FILL DEPRESSION TO EXIST, GRADE
OUTSIDE NEW PONI• LIMITS
EMERGENCY SPILLWA''
(SEE DETAIL)
�TYpJ�Ip
SCALE: 1" = 50'
0 25 50 100 150
SITE WORK NOTES:
1.
THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
z
Y
FIELD CONSTRUCTION CONDITIONS.
p
V)
2.
CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
00..
Y
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS
&
Ad
TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
U
N
V)
WO
3
3,
CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS,
0
4)
SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES,
N
STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
S
4.
STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
cr
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 -FILL COMPACTED AS SPECIFIED.
)Wr,
Q
E.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE
C3
REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
J
't.
BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
m
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 MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,
SM OR SC. FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT TO
EXCEED B" 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 98% OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
SHALL BE WETTED IN 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 IS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
TIMES.
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
MICHAEL UNDERWOOD AND ASSOC. SURVEYORS AND PROVIDED BY OWNER.
12.
THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13,
THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
AGENCIES AND AUTHORITIES.
14.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
15.
CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
16.
REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
17.
NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO
3 HORIZONTAL.
18.
ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
DISTURBANCE.
19.
ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
PROJECT IS COMPLETED.
20.
MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
2':.
INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
AS SOON THEREAFTER AS POSSIBLE.
2`.
CONSTRUCT THE RETENTION POND TO ACT AS A SILT BASIN DURING CONSTRUCTION
CLE,\N OUT SILT AT THE END OF THE PROJECT.
23.
MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
24.
REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
rERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
OUT.
APPFi®VED
25.
NO KNOWN WETLANDS EXIST ON SITE.
NOflTH CARCLI;NA E;IVIRONlAENTAL
MANAGEMENT COl,1MISSION
DIVISION OF 1°JaTEA QUALITY
°�° IL -,A P� 199� '
POND
DATA
TOP = 42.0
CITY FLOOD POOL = 39.8
STATE FLOOD POOL = 38.5�f-
STATE NORMAL POOL = 37.5
BOTTOM = 34.0
DECEIVE
1
r� FEB 2 71998
cRAccIKI(_ np7AII PROJ# Q�f0120
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.
b. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
5. (*CONTINUEOTILLAGE 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 COVER IS ESTABLISHED.
*APPLY: AGRICULTURAL LIMESTONE - 2000 LBS/ACRE
FERTILIZER 10-10-1 - 1000 LBS/AC E
MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW/ACRE
ANCHOR - TACK w/ LIQUID ASPHALT ® 400 GAL/ACRE OR
EMULSIFIED ASPHALT ® 400 GAL/ACRE
SEEDING SCHEDULE
DATE PRODUCT BALE
AUG 15 - NOV 1 TALL FESCUE 30 LBS/ACRE
NOV 1 - MAR 1 RYE (GRAIN) 120 LBS/ACRE
MAR 1 - JUN 30 KOBE(SQ6(II&T LESPEDZA 90 LBS/ACRE
COMMON BERMUDA GRASS 50 LBS/ACRE
(HULLED)
JULY 1 - AUG 15 COMMON BERMLIDA GRASS 50 LBS/ACRE
(HULLED)
BROWNTOP MILLET 20 LBS/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.
w
V)
z
0
I-
N0
1 ,
Q
Q
U
Q
z
=
Q
rn
z
0
0
�z
LIJ
12
cn
0
z
U
0
z_
Q
ry
Ww
>//'y�r��
W
_
0
_I
1\V VJl Lo o
rn O
W M M
� L) rl)
z
Z O O
It
::EZuj
Z
rn�aLQ
z
vi
� O
IJ J
Lli
z
I LJ
U
F=
J
V)
a�0
U
(IIII (IIII
II (I
IIIIIII 1111111
III I
97265/97117
DES. JST
DRww. NMK
DATE 25 FEB. 98
c 0

NORTH
MdePe° R006
\ St`eet 01
0
SITE
Q /
h
o
a
VICINITY
INOT TO cALMAP
6' CONCRET
PAD. SCRE
(SEE AR
TEMP, G
CONSTR.
INSIDE BUILDING SHALL BE 6'
INLINE, WATTS 709 OR APPROVED
CONVERT EXISTING CURB
INLET TO DROP INLET
TOP GRATE = 42.72
REMOVE EXISTING CURB
TAPER CURB TO MATCH J
PAVEMENT 2 CANOPY. BEGIN
CURB TAPER 10' ON BOTH
SIDES OF CANOPY
TEMP. GRAVEL ___________
=4�7R.--ENTRANLtP--
\
I'
DROP Jk E-I
eIv U
I
1 ,
I �iI ii v
��I 2
I
II i \ `per
1
I VlM 4A
1 1 I t
1 �:7 4
4.Iir'Tlli'
-_r 1 Illy \
-�,��.,/ �.�� n - III •,•II I� \
N.
I 37.>aP
1 1,:
11I h{ r
SEE OVERALL PLAN
SHT. CO FOR POND `
EXPANSION (SEPARATE ` �\
;( 1 CONTRACT)
1 1 I
I
1
I ,r
1 , a
R M rr .��„�: 4I Ii a 1'. F�^!•� , n 1
IIJu Oe. �: hF �.� � M •.I!li � •,"✓me ..
I MAMIACRE i0F [i 3a ;; M.MI-OI_I
I:.. ., <4.a Dr.; an.;,a,. Iu J,ac r+ ano° RAISE TOP OF EXIST. MH
cTO ELEV. 44,5
HC SIGN
(TYP)
= 42.0
YARD BASIN
TOP GRATE = 43.8
INV. = 40.0
TEMPORARY SILT FENCE
BASIN
IRATE = 43.8
= 41.0
CURB INLET
TOP GRATE = 42.0
INV. = 39.9
NEW 5' SIDEWALK
PROJECT INFORMATION
ZONING: 0
& I
PARKING REQUIRED:
13
PARKING PROVIDED:
55
HC SPACES
REQUIRED; 3
HC SPACES
PROVIDED: 4
IMPERVIOUS
AREA
BLDG, =
18182.00 SQ. FT.
ASPHALT
= 34335.00 SQ, FT,
CONCRETE
WALKS = 5613.00
LANDSCAPE
REQ'D (127.) = 4120 SO. FT,
LANDSCAPE
PROV'D = 4200 SQ, FT.
DISTURBED
AREA = 91561.8 SQ, FT,
LEGEND
�''v J EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
(TOP OF CURB)
PROPOSED SPOT ELEVATION
(TOP OF PAVEMENT)
® EROSION CONTROL AROUND INLETS
- - - - - - - DISTURBED AREA LIMITS
X X TEMPORARY SILT FENCE
PROPOSED NEW PAVEMENT
0 20 40 60 120
J
CD
W
ry
o_
F'
Y
U
O
C)
o
LLI
U
�- -
V
V
Of
n
z
�
rn
0
in
Q
Q
tAi
®-
z
o�
O
�
W
O
J
�
J
LLJ
�
Q
c
=
U
CD
W
�=r/
Q1
LL
V/
O
z
z
^z
z
00
CD
U
z
�
z
0
Q
�
0
=
11 97117
Des. JST
ow4N. NMK
DATE 20 JAN 98
'k'� SEALZj''
19851
``f ftlNEE :P
c I
i OF 2

CO
CO
FRAME AND GRATE
H-20 LOAD RATED
FRAME AND GRATE
H-20 LOAD RATED
PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
4SIDES. H-20 LOAD RA'
OUTFLOW PIPE
NCDOT HOODED FRAME
AND GRATE
PRECAST CATCH BASIN
H-20 LOAD RATING
CURB
TE
cl
INLET PLAN:
BASIN, FRAME AND
PLAN GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS.
x
COMPACTED SUBGRADE OR 6"
SECTION CRUSHED STONE.
YARD BASIN DETAIL
PLAN
NCDOT HOODED FRAME
AND GRATE
H-20 LOAD RATING
OUTFLOW PIPE
°b'0o00 0 04600000a om
SECTION
STANDARD CURB INLET DETAIL
NOTES:
i. 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 STRUCTU 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.
BLDG.-STRUCTURE
PLAN
SIDEWALK JOINT DETAILS
TTS
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
V-6"
1 6"
CLASS A CONC.
a
ASPHALT 1 1/
3"R YR
° a
• - e O
• • a d I
°
a.
FLOW LINE CURB SECTION
NTS
1'-6" x 1'-0" x .080 STD. ALUM.
T IGN
TO HANDICAPPED
PARKING
ASRKING"
WITH IDENTIFICATION SYMB L� o
RESERVED BOLT TO IND. POST W/ 3 8 CADMIUM
PARKING PLATED NUTS, BOLTS & ASHERS. ❑
°OI 9" x 1'-o x .080 STD &UM. SIGN
TO READ 'VAN ACCESSIBLE.
BOLT TO IND. POST WITH 3 8" CADMIUM
PLATED NUTS, BOLTS & W4SHERS
1j 9" x 1'-Q" x .080 STD ALUM SIGN
12" I TO READ MAXIMUM PENALTY 100,
GS 20-37.6". BOLT TO WD. OST
WITH 3[8" CADMIUM PLATED
NUTS, tlOLTS & WASHERS.
LEGEr) AND BORDER - GREEN TREATED WOOD 4"x4" POST.
WHITE SYMBOL ON BLUE BACKGROUND
BACKC'tOUND - WHITE -
W1/2"R(TYP1-1/2"R(TYPI"(�) 3/8•(TYP) J L
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN- 1
BACKGROUND - WHITE BACKGROUND - WHITE -
ni
TYPICAL HANDICAPPED SIGN DETAIL
1/8"R TOOLED
JOINT
1/2' EXPANSION
JOOIN' MATERIAL
EXPANSION JOINT (E.J.)
1/8"RiTOOLED JOINT
CONTIACTION JOINT (C.J.)
CONC.
FOR PIPE
I
I 1 I I
1 I
I I
I �
lolork[ol
PRECAST
3000 PSI
PLAN
CLASS A CONC.
ASPHALT
CASTING
NOTE: USE DEWEY BROS.
CH-BN 3A FOR CATCH
BASINS AND CH-BN-47
FOR YARD INLETS
SECTION
DROP INLET DETAIL
T PAVEMENT
i�
1,-6" -�
I 1 -0' b I
d li
3" 1 -/2 R ,
0
I
1 Z8"R
° e a
PAVEMENT SECTION
NTS
SP'L OFF CURB SECTION
NTS
GRAVEL FILTER
WIRE SCREEN
FILTERED WATER
OVERFLOW- -
RUNOF WATER-
w/SEOi VENT
11
RUNOFF WA'
w/SEDIMENT
OVERFLOW.
r-FILTERED WATER
:K
SEDIMENT)
SEDIMENT� I -DROP INLET w/GRATE \ I .
WIRE SCREE\j CURB INLET
2x4 WD STUD
SPECIFIC APPLICATION
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION THIS METHOD OF INLET PROTECTION IS
APPLICABLE WHERE HEAVY FLOWS AREE APPLICABLE AT CURB INLETS WHERE AN
XPECTED 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
.• sneru PLAN
�000 A r
coMOY1c L ar as loam ''I� 1 r o�
1 1• xrYs
en-10/10 rr.Y. -� `rnrw,•rm rvi I' I
sleaYnc `-`-i'
r e•
SECTION
CONCRETE SIDEWALK CONTROL JOINT
dwYioM°spwTc'lloalsMO
+onr
Y 10/10 M.M.Y. e
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
SEE PLAN FOR PIPE l `
ORIENTATIO
I I
I I I
I I I
I , I
I
L « __
T` t
1
PLAN
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
Y
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS
Z
N
TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
Y
a
3.
CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS,
oy
SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES,
N
z
STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
w
O
3
N
w
4.
STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
p
1
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
re
r`
5.
MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
rn
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
w
I.-
6.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE
p
REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
J
O
7.
BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
m
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 MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,
SM OR SC. FILL MATERIAL 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 98% OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
SHALL BE WETTED IN 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 IS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
TIMES.
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
MICHAEL UNDERWOOD AND ASSOC. SURVEYORS AND PROVIDED BY OWNER.
12.
THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13.
THE CONTRACTOR IS 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
NCDOT STANDARDS.
15.
WATER 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.
CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19.
REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III,
FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
21.
NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 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 IS COMPLETED.
24.
MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
25.
INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
AS SOON THEREAFTER AS POSSIBLE.
26.
CONSTRUCT THE RETENTION POND TO ACT AS A SILT BASIN DURING CONSTRUCTION
CLEAN OUT SILT AT THE END OF THE PROJECT.
27.
MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
28.
REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
OUT.
29.
REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
WASTE AND WATER LINES.
CASTING
NOTE: USE STANDARD 2' DIA.
MANHOLE FRAME AND COVER.
ELEV. VARIES
�o
E.4
PRECAST
OR BRICK MASONRW
FLOW4"-r3000 PSI CONC.;o
SECTION
JUNCTION BOX DETAIL
NIS
CD
_z
C)
Lij
175
v)
Q
z_
LLJ
J
cl:�
U
O
G
Q
=
U
0
m
V
0
z
o
LIJ
^
Ld
z
=
O
O
(nCD
U
J
z
Q
LLJ
m
-
oes. JST
omrm+. NMK
B51
C2
2OF2

TY
VI CNN Iro SC
INTERFERENCE MH
TOP = 42.2
8' SS INV. = 36.6
EXIST. 30' RCP INV 37 39
12
i._
T _
c 1 ,,,y
SSMH
TOP = 42.75
INV, IN = 36.27
TEMP. SILT FENCE
PRI❑R TO LAYING
COORDINATE WITH
FOUNDATION
SSMH
TOP = 43.0
INV. IN = 37.44 SSMH
INV. OUT = 37.34 TOP = 43.0
INV, = 38.14
/
----------- ., ..,._�---- — ---- -- ---
II �•'� FIJ'l-IF'F Df~I'.L
j' 1 •L3VC
hip
!r iL0E
-+---- r--
° — — — — HC RAMPS
I 6 d 4 ^
HC SIGN I x
NEW DROP INLET
' TOP OF GRATE=42,5
INV, = 40,6/ N ¢
r rTV
NEW DROP INLET
TOP OF GRATE = 43.10
INV. = 39.98
NEW DROP INLET
TOP OF GRATE=42,3
INV, = 40.3
i
REMOVE EXIST, 18' RCP
ADD ASPHALT TO ACHIEVE
PROPOSED GRADES
/---- FILL EXIST, DITCH
REMOVE EXIST, CURB & GUTTER
TEMP, GRAVEL NEW CURB INLET
CONSTRUCTION TOP = 43.08 EXTEND CURB & GUTTER
ENTRANCE INV. = 39.65 TO EXIST. CURB & GUTTER
I
24°
16 FIFE = 44.5
I. F,J''; L� ,1'r
�a
`
uill I RELOCATE, EXIST. UNDERGROUND 'r
II
•'I x, �n REMOVE EXIST.
a.
LID o GAS, LINE X]UTSIDE OF PROPOSED
5 �/- 44.0 5 RCP
BUILDING'LINITS AS SHOW
,"I 4'_ 1:)V F `1l
r
' _...... C❑NS+jf�U�TI❑N I ' - x%" X'x'?''`�??` x,
x
iPD I ENTRANCE to
If
%
ilt
rl
1 20' SECTION DIP
S '
CENTERED ❑N MH j x
-r -
{ (
I
V
t
-
NEW INV. IN = 36
4 ,
_ m
r-.
'
�
1
r
1
CURB & `t
REMOVE EXIST.
REMOVE EXIST,
AND REPLACE I
77
0 ; •-- 6' TAPPING SLEEVE & Vki VE
TAP EXIST, 8' WATERLINE WITH 2' SERVICE }
REMOVE
REMC E
CURB &
& lUT
REMOVE EXIST. 1 ' RCP & jF
REPLACE WITH NEW 18' RCP
l I I
D AT NEW INVERTS,
44,0 SEE SPRINKLER :SYSTEM DESIGN, yF
BACKFLOW PREVVENTOR LOCATED,
INSIDE BLDG,- SHALL BE FEBCO i y'
MODEL 850z%') OR APPROVED
EQUAL.
1-1/2' WATER SERVICE
TO BUILDING
(DECREASER e JOINT)
'A' \44�
/ 1
o.. 4
N
i
3T, FENCE '' -- I
T. ASPHALT
E9,AS SHOWN t l } n
� �-'le
11A �
/ \'Z,I I 1
E'` 1 41. Ir,'
PAD
1 l
r
-tee z - _ ' u Fr -a' _.. s e.w:a.•.w...-.-,::.-:....-:: ...a ,
� r� ,• i 1 I 'I, I I I
I
�AF7f / 1 II I II I I�1;1 I I
'� EE OVERALL PLAN'', y N f III 1 I I t
- I SHT. CO FOR PONDS
EXPANSION (SEPAfRAf
I II11j1111
..CONTRACT)
t
` X� I I I,ii,III
_ , /.' / - Q� MS{ • \ t \\\\ it
/ I �
// /� / _ I ma`s}�,�� ,•� ♦ `� I� 1 �•• / '
i
�`i
r/. /� � .ate••.
LF, .
/•
A
l
\.v / .
Al
flc
A \
r•
< / o�
, 0
i
%�/,'/'
PROJECT INFORMATION
Z❑NING, ❑ & I
PARKING REQUIRED, 5
PARKING PROVIDED, 9
HC SPACES REQUIRED, 1
HC SPACES PROVIDED, 1
IMPERVIOUS AREA
BLDG, = 17210.00 SO. FT,
ASPHALT = 11741.00 SQ. FT,
CONCRETE WALKS = 3013.00 SO. FT,
LANDSCAPE REQ'D (10%) = 1174 SO. FT,
LANDSCAPE PROV'D = 1200 SQ, FT,
DISTURBED AREA = 82500 SQ. FT,
O
z
Z
w
Y
O
d
Y
O
—
W
o
OZ
w
U
Q
Q
rn
rn
O
W
o
O
—i
01-1
w
O
J
O
�
_
v
wI
1
CD
VI
z
O
O
z
N-
o0z
U
O
z
>-
CD—
Iz
Q
w
>_
m
LEGEND
EXISTING CONTOUR
�1
PROPOSED CONTOUR
441
PROPOSED SPOT ELEVATION
(TOP OF CURB)
PROPOSED SPOT ELEVATION
(TOP OF PAVEMENT)
®
EROSION CONTROL AROUND INLETS
PROPOSED NEW PAVEMENT
PROPOSED NEW CONCRETE
•
ASPHALT TO BE REMOVED
ASPHALT RESURFACING
_ — — —
LIMITS OF DISTURBED AREA
TEMPORARY SILT FENCE
SCALE: 1" = 40'
0 20 40 60 120
�J In Od f�
1� 1* rn
w
W 7
t-Ur7 M
In Z__
/JI^{ IW z- -OO
U/V'1
Y O rn rn
EK
2w
CD 9z
CD J U X
C� CD L�
Z
O O w
W
Li
1VVI Z
R W
H
J
N
Q O
U
II
IIIIIII IIIIIII
,,IIIIIII III II
I I
97265
DES. JST
DRWN. NMK
DATE 20 JAN.�� 98
SEAR• \ i
,gRSI
c I
1 OF 3

SSMH
TOP = 43.0
INV, IN = 37.44
INV, OUT = 37.34
SSMH
TOP = 43.0 -
INV. = 38.14
=
�
O tM
O�
+ dN-
-
v
....
O II
Q
��
46
44
42
—
40 --
38
......__........._._...
. _.
......_.__ .
36
34
32
30
28
—
0+00
INTERFERENCE MH
TOP = 42.2
8' SS INV, = 36.6
EXIST, 30' RCP INV. = 37
^p
SSMH
TOP = 42.75
INV. IN = 36.27
1 +00
— — — _y .......,
I r,
-R26PVC 8'SSS
I C" @ 0.3% SLOPE
A
E
1I
m
Ld
CV Z
Lr) CV
zw
+�
LL-
II
=w
M�
Q�
2+00
I" = ,.'.. 1.'
,Ili. 7.1G
NEW T'
PLAN
SCALE: 1 " = 40'
r�
�O d
�O
O
+dam O
+d�-
V)
CD V)
0
V
-
...__
r
...
-
---
7+00
Z
O_
w
Y
N
z
a
Y
0
0
�
Ad
_
o
g
Of
LLJ
0
n
rn
®
—
LL_
0
Q
Q
LLJ
Lij
z_
J
m
Li
0
NN
Q
N
U
Q!�zo
o
w
W
z
:�E
-
U)
0
z
U
0
Q
z
zw�
m
U)
3:
17 to
Lo O
ID O
W I
W r7 M
� � h
v Y z
W Z O O
1'OO) OI
a
IN
N O x
O - = Q
cli.
U
Z
00
(n
w
W
LLI
V Z
W
ZD
v J
QO
II UI
IIIII IIIIII
46----------- EXIST. GRADE IIIIIII IIIIII
44 III���II III II
42 III
40 97265
38 DES. JST
DMN. NMK
36 DATE 17 DEC. 97
0'0 ""', ,.. f
34
�lo
32 flAi, ifs
PROFILE
30 .-.� . F�,c►� EEC .`
SCALE "tiff Tu� -17"
28 HORIZ 1 "= 40'
VERT 1"= 4C 2
2OF3

NCDOT HOODED FRAME
AND GRATE
PRECAST CATCH BASIN
NCDOT HOODED FRAME
AND GRATE TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
OUTFLOW PIPE 4" CONC. SIDEWALK
w/6x6-10/10 W.W.M.
SECTION
STANDARD CURB INLET DETAIL
VARIES FOR WOODS OR
CAST IRON FRAME & OTHER
OTHER AREAS OUT OF
COVER.
TOP TO BE FLUSHPAVED
TRAFFIC. TOP TO BE AS
WITH STREETS, WALKS OR
NOTED ON PLANS. ON
RESIDENTIAL AREA CEMENT
UNPAVED ROADS PROVIDE
MORTAR
8" COVER OVER LID AND
SET LABELED CONCRETE
MANHO FRAME
MONUMENT NEAREST R/W
LIMIT.
&COVER
It 11
ONCRETE COL
�T
cl
Z
�.
CONCRETE SPACERS FOR
�!
ADJUSTMENT TO GRADE
w
/.�. MH SZ
O 12 o.c.
o
/
.' REINFORCING
PRECAST ECCENTRIC TOP 'I
�N
I" 48" DIAMETER STD
PRE -CAST MANHOLE
•�
SECTIONS
n0
MANHOLE IN ACCORDANCE i.
N, WALL THICKNESS
WITH ASTM C 478 1
FOR 4 DIA. BARREL
=o �j uWi
1 I
6" MIN. WALL THICKNESS
-------------------
FOR 5" DMA. BARREL
g TYP
i BITUMASDC JOINT SEALANT
GROUTED INSIDE
`y
AND OUT WITH APPROVED
#. NON -SHRINKING GROUT" PER
0:FOOT
i 'I
4
ow w '
L"Imt ierc
I c
m--- -�_-' -''"-----+
70EXTENDED
opo,0CoRUBBER GASKET
LIP MONOLITHICALLY CAST
BASE SE NOT
R OUIREDnOR MON ANHOLES ENDED <8' DEEP)
"0 STANDARD SEWER
NOTE: ALL SEWER MANHOLES SHALL BE
EOUIPED WITH SEWER GUARD INSERTS.
FINISHED GRADE
MINIMUM 8" STONE CURB
BEDDING FOUNDATION
I Ifill I I�il I
MANHOLE CONSTRUCTION
SIMILAR TO STANDARD
MANHOLE
NEW OR EXIST.
CULVERT
I
DIAMETER EQUAL TO
SEWER P US 4'-0"
NEW OR 'EXIST. C.I.
SEWER -I V. VARIES
-- - - - - 45'� Q-
f� CN
o
3000 PSI CONC. d • FOOTING 4
=III=III=III=
T-17T=1 i
INTERFERENCE MANHOLE
NTS
TURN DOWN SIDEWALK
NTS
1 -6"
V-0" 6"
CLASS A CONC.
CLASS A CONC.
ASPHALT 1 i
3"•R ASPHALT
• O
tJt
:R
• 4
V_6"
4 3"
= 3» 1 2 R =
0
4
118"R '
a
FLOW LINE CURB SECTION SPILL OFF CURB SECTION
NTS NTS
ASPHALT
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
PARALLING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
BLDG.-STRUCTURE
PLAN
SIDEWALK JOINT DETAILS
FIN
PIPE S121
INDICATEI
ON THE
INITIAL BA(
CLASS I
1/8"R TOOLED
JOINT
1/2" EXPANSION
JOOINT MATERIAL
FINAL
MIN.
CLASS
i
MtN. CLASS
FOUNDATION FOUNDATION
MATERIAL MATERIAL
PVC PIPE DUCTILE IRON PIPE
PIPE BIEDDING DETAILS
GRAVEL FILTER
OVERFLOW
RUNOFF•%'VA �����
d
K
WIRE SCREEN
r--- FILTERED WATER
CURB INLET
L- CONC. BLOCK
GRAVEL FILTER
r-FILT-.-RED WATER
PAVEMENT SECTION
NTS
WIRE
OVERFLOW
DROP INLET w/GRATE 3CVIMCIVI�
WIRE SCREE -CURB INLET
2x4 WD STUD
1/4"x1" DEEP w/AN
�1/8"R TOOLED JOINT SPECIFIC APPLICATION
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS
APPLICABLE WHERE HEAVY FLOWS ARE THIS METHOD OF INLET PROTECTION IS
EXPECTED AND WHERE AN OVERFLOW APPLICABLE AT CURB INLETS WHERE AN
b CAPACITY IS NECESSARY TO PREVENT OVERFLOW CAPABILITY IS NECESSARY TO
EXCESSIVE PONDING AROUND STRUCTURE PREVENT EXCESSIVE PONDING IN FRONT
• OF STRUCTURE
)NTRACTION JOINT (C.J.) EROSION CONTROL AROUND INLETS
W
J
7 7/8"
v_ FINISHED GRADE 7 3/16" 24
L �l
4" MIN.
J \
Li
NOTE:
U 1. BOX EQUIVALENT TO
V) ui ENNIS ENTERPRISES
NO. EEVB-001
2. STD. WEIGHT 30 LBS. 4" PIPE
0 4"-45' BEN
18" NIPPLE
q GLUED CAP
4" WYE I
STANDARD CLEANOUT
NTS
6 15/16"
M
3/8
4"
CONC,
CONC.
I'I AN
CASTING
NOTE: USE DEWEY BROS.
CH-BN 3A FOR CATCH
BASINS AND CH-BN-47
FOR YARD INLETS
ASPHALT PAVEMENT
C1
ELEV. VARIES
4"
3000 PSI CON .�
SECTION
DROP INLET DETAIL
PLAN
av
IL
ipnL
' L
w
aeawc
I4 e
SECTION
CONCRETE SIDEWALK CONTROL JOINT
r.en•A�eeoom o ew
,e/,o ,rwr.
m
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS. z
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF O
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS Z N
TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. O j
(L Y 3. CLEARING CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTSR As
,
SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES, L) 0
STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION. In z 3 Q
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, VS)a Q
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. G�
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING r �y
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE 0) LL
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. ® W z
w
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE o J
REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL -
APPLICABLE LOCAL AND STATE CODES. LLI C('�/
J _F IJ-
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL DOD
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED 2 N Q
WITH BORROW OPERATIONS. >_ 8. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO N u
RECEIVE FILL SHOULD BE PROOFROLLED 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, I --
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, N
SM OR SC. FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT TO Z LU-
EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR O O
MAXIMUM DRY DENSITY (ASTM D-698), WITH THE UPPER 12 INCHES OF
SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM z
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO W
AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF Li C z
THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE ( \ 0
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT uJ
UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED U) I IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL (r�
TIMES. >_ v
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO N�N Z
CONSTRUCT HIS WORK. LJ�
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF W
EXISTING UTILITIES DURING CONSTRUCTION. W M -J
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY 0
MICHAEL UNDERWOOD AND ASSOC. SURVEYORS AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBS(TE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE n�
AGENCIES AND AUTHORITIES. 1`VVJ► Ln o
� rnrn
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO w
NCDOT STANDARDS.
15. WATER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL r/►�1 w z o 0
REQUIREMENTS. 0 0)0)
Q
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. �j
z z
17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. o oz c
rn�a�
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION. "
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR Z
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT O
SHALL BE A CHLORINATED RUBBER ALKYD. FS TT-P-115, TYPE III, (n
FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
21. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO LAJ
3 HORIZONTAL. LiJ
22. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF Z
DISTURBANCE. 0
23. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE L 11 V / Z
PROJECT IS COMPLETED. LAJ
24. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE. C7
25. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR O Z
AS SOON THEREAFTER AS POSSIBLE.
26. CONSTRUCT THE RETENTION POND TO ACT AS A SILT BASIN DURING CONSTRUCTION J
CLEAN OUT SILT AT THE END OF THE PROJECT.
9 0
27. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE Z
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. a O
mom 28. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL U
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE- II II IIII
OUT.
29. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW I IIII IIII
WASTE AND WATER LINES.
6 ��illllllllll�!III"
SECTM
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
V-6" x 1'-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING"
Pr�ravrn WITH IDENTIFICATION SYMBOL
nnl T In wn r[1 .T W; /Il` CADMIUM
PLATED NUTS, BOLTS & WASHERS.
00 PARKING 9" x 1'-p x .080 STD AWM. SIGN Ej
® B READ 'VAN ACCESSIBLE.
BOLT TO WD. POST WITH 3/8" CADMIUM
PLATED NUTS, BOLTS & WAASHERS
9" x 1'-Q" x 080 STD ALUM SIGN
I 12„ TO READ MAXIMUM PENALTY t100,
GS 20 R7.6 . BOLT TO WD. POST
WITH 3 8 CADMIUM PLATED
NUTS, OLTS &WASHERS.
LEGEND AND BORDER - GREEN TREATED WOOD 4"x4" POST.
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
1-i/2"R(TYP i
1-1/2"R(TYR
MAXIMUM VApL I
PENALTY AMBLE 3 M
0 8"(TYP) /8"(P) II I
II I I�
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN- -
BACKGROUND - WHITE BACKGROUND - WHITE �II
TYPICAL HANDICAPPED SIGN DET)
97265
DES: JST
DRWN: NMK
_
DATE: 17 DEC. 97
MGINF``Q,r
,
'r.., •nenet et��J
CC
3 OF 3

VICINITY MAP
ro SCALE
SEE ALZHEIMER ADDITION SHT. C2 FOR
SANITARY SEWER PLAN & PROFILE
INTERFERENCE MH
8' SS INV. - 36.6
EXIST. 30' RCP INV. = 37
\ SSMH
TOP = 42.75
INV. IN = 36.27
`TEMP. SILT FENCE -
TO HEIGHT OF SO. ORIFICE
TEMP. EROSION CONTROL
® POND INLET
NEW DROP INLET
TOP OF GRATE _
INV. = 39.98
PRIOR TO LAYING PIPE
COORDINATE WITH CANOPY
FOUNDATION TNEW OP OF P INLE42.3
INV, = 40.3
TOPS= 43.0
INV. IN - 37.44 SSMH
0 OP = 43.
INV. OUT = 37,34 TINV. = 3TEMP. GRAVEL
CONSTRUCTION
f1 ENTRANCE
G
j FUTIJPF. DWE-------------
yF
u • :f '
/ a
RiiMP` I 1
HC SIGN 1
NEW DROP I T
TOP IF GRAT =425
INV. = 40.6
I��R0 AREA
I -, L 17,21 SQ. FT,
(I I-,�---1 FFE = 44,5
{I I ml () RELOCATES EXIST. UNDERGROUND REMOVF� EXIST.
I GASI LINE TSI� OF PROPOSED 5' RC
II i / BU1LDIT G, LTMItS AS SHOWNI I a
I �
y I
II Ay1 I FI I URE-f-,, +'EI OPMENT 1 .
E` I TE<RAVEL I ''
II I I I ----------� ENTRANCEON I =r 0
(I IIICTEED ENRDONMH�-
II-
i .....
/ J REMOVE
y i u
�1 �i,� �P n \ -" REMOVE
Ca! t `�`" CURB L
{ L,
\
I> I ----
RaVE EXI CUR L GUT'
Iru I I - -,--,- \ / NSTA4 NEW PAL AND'
CURB L UTTER AtS S DY
REMOVE EXIST�B L GI E
ly REMOVE EXIST. STER PA
AND REPLACE AS SH/N
NEW INV. IN = 3&01 \�
e' SS C.O.
? op pt l "p l
o=`l,a•S �S9
Inv of eAr1K r
42ff
C POOL 08
II
1 ,.
EXT STING WILDING
St
R, s9 0 9.
In, -. Je..e7----195, e' SS 'ERVICC �'9J
l--
e. �F�, s� � r,
3
-CIAO 8 F110010N CONIIIOL
ITT= 1r 7HICK ovm
FILIm FN =
e,
r �-
t d R�
too a �
aGPggS�AC �'�•9
13.10 REMOVE EXIST. 18' RCP
7 ADD ASPHALT TO ACHIEVE
PROPOSED GRADES
FILL EXIST, DITCH
REMOVE EXIST. CURB 4 GUTTER
NEW CURB INLET
TOP 43M
INV, 39.65
' ti fr r.
2
(TEND CURB L GUTTER
3 EXIST. CURB L GUTTER
a jr___ ^ r `6' TAM SLEEVE L V V,A\\
`+ TAP EXIST. 8' WATERLINE /
WITH 2' SERVICE
REMOVE EXIST. RCP L
REPLACE WITH N 18' RCP
/ AT NEV INVERTS.
Yi
R SERVICE F-
Q JOINT) 'F'-
vj1,T
'rr`I`T
C�7
k
I_T
Tpp�d
TNV +GpgT'OfN
�T
INV a��TF/N
l,� a
V 4-
4_
`Pr
'SAC•(- *�o
- 7
1
1
I
1
I
1
1
z
EXPAND POND TO
LIMITS SHOWN
REMOVE EXIST. OUTLET
STRUCTURE AND 15' CMP
REMOVE EXIST. SD
MANHOLE L 15' CMP
TEMP. EROSION CONTROL
AROUND POND INLET
(SEE DETAIL)
3V RCP
NEW INV. IN,= 35.02
j FILL DEPRESSION TO EXIST• GRADE
OUTSIDE NEW POND LIMITS
J EMERGENCY SPILLWAY
(SEE DETAIL)
1TrA�M�
SCALE: 1" = 50'
0 25 50 100, 150
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 ALL 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 -FILL 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 MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,
SM OR SC. FILL MATERIAL 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 987. OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 98X OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
SHALL BE WETTED IN 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 IS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
TIMES.
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
MICHAEL UNDERWOOD AND ASSOC. SURVEYORS AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
AGENCIES AND AUTHORITIES.
14. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
15. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
w
z Y
O 1n
Y
U N
W Z
p O w
N p
w
In
0)
Q
p
O
V ,
zJ
O
0
0
U
Q
Q
v /
O
O
�z
LLJ
^
�Oz
U
O
J
z
Q
m_
O
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
16. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR a rn LO
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
17. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO
I I
3 HORIZONTAL. � U ice) M
18. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF^^
DISTURBANCE. LZ O O
19. ALL EROSION SWILL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE ��VJJJV' °%°v'
PROJECT IS COMPLETED. Z W
Z
20. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE ":2 O
SHOWN ON THIS PLAN ARE NOT EFFECTIVE. rn 3 d
21. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
AS SOON THEREAFTER AS POSSIBLE.
22. CONSTPIJCT THE RETENTION POND TO ACT AS A F!LT BASIN OURINf! CONSTRUCTION
CLEAN OUT SILT AT THE END OF THE PROJECT.
23. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE Z
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. _
24. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE- O ..
OUT.
25. NO KNOWN WETLANDS EXIST ON SITE.
W
POND DATA I fAIN c�
TOP = 42.0 I?
CITY FLOOD POOL = 39.8
STATE FLOOD POOL = 38.5
STATE NORMAL POOL = 37.5 �IeI'VrER z
BOTTOM = 34.0 N
ECEIVE J FEB 2 71998 D D
GRASSING DETAIL PROJ# SC�G 2/(} O
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDTIONS, 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) EE U
5. SEEDNBED ILLAGS PR PARED 4-6EINCHES DEEP, FIRM, REASONABLY UNIFORM
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 PUNTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, RE-ESTABUSH. FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
'APPLY: AGRICULTURAL LIMESTONE - 2000 LBS/ACRE
FERTILIZER 10-10-10 - 1000 LBS/AC E
MULCH - 2 TONS (APPROX. 80 BALES; SMALL GRAIN STRAW/ACRE
ANCHOR - TACK w/ UQUID ASPHALT 0 400 GAL/ACRE OR
EMULSIFIED ASPHALT 0 400 GAL/ACRE
SEEDING SCHEDULE
DEE PRODUCT BRIE
AUG 15 - NOV 1 TALL FESCUE 30 LBS/ACRE
NOV 1 - MAR 1 RYE (GRAIN) 120 LBS/ACRE
MAR 1 - JUN 30 KOBE(or KOBF,AN LESPEDZA 90 LBS/ACRE
COMMON BERMUDA GRASS 50 LBS/ACRE
(HULggL��ED)
JULY 1 -AUG 15 COMMOHULLED�UDA GRASS 50 LBS/ACRE
BRO((WNTOP MILLET 20 LBS/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.
vo
IIIIIIIIIIIIII
�Illlllllll�lilll
97265/97117
DES. JST
DATE 25 FEB. 98
v;�Cl NEB; 5
c 0

b1' `
eO60(
hdeP 0
VpX
Stc�e� (D
SITE
�t
0
m o �
ql lo,C/ NG o
m A
e
VICINITY MAP
NOT (O SCALE
SEE ALZHEIMER ADDITION SHT. C2 FOR
SANITARY SEWER PLAN & PROFILE
OUTLOET PIPE
INV.=36.0
INTERFERENCE MH
TOP = 42.2
8' SS INV. = 36.6
EXIST. 30' RCP INV. = 37
SSMH
TOP = 42.75
INV, IN = 36.27
1
jr
NEW DROP INLET
TOP OF GRATE = 43.10 REMOVE EXIST. 18' RCP SITE WORK NOTES:
INV. = 39.98 Ed
1. "THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH )c
ADD ASPHALT TO ACHIEVE FIELD CONSTRUCTION CONDITIONS. OZ V)
PROPOSED GRADES 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF d Y
FILL EXIST. DITCH WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS
PRIOR TO LAYING PIPE TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. L)
COORDINATE WITH CANOPY N
FOUNDATION NEW DROP INLET 3. CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS, U) Z 3
REMOVE EXIS-. CURB & GUTTER O lal
TOP OF GRATE=42.3 SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES, 0=
SSMH INV. = 40.3 STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION. to o
TOP = 43.0
INV. IN - 37,44 SSMH 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, w
INV. OUT = 37,34 TOP = 43.0 TEMP. GRAVEL NEW CURB INLET WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. r
INV. 38.14 CONSTRUCTION TOP = 43.08 EXTEND CURB & GUTTER
/l ENTRANCE INV. = 39.65 TO EXIST, CURB & GUTTER 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
/ _ .- , ` -- ,�`; ,�, �� r .� T ELEVATIONS WITH A CLEAN SELECT-FILLCOMPACTEDAS TSPECF EDP. E U.1 0
�� _ _ _.- .� +` _ CONSTRUCTIONDEBRIS AS Q -
/� � � � � � - � � � 6. CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE
C DISPOSAL:
- -_.-, REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
\ /, , 1 S1• -1,. `� r` r ��� '�' '. APPLICABLE LOCAL AND STATE CODES. O
FU`Uh
e
_ _ _ _ 1 '�' _ __ ��- - 1 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL m
j� , _ - r REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED 2 Q
•/ % -- WITH BORROW OPERATIONS. )-
�.
�i L I : �. -, -'� e'v - 2'v - - v, 8. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO
_ I \'I,I, I RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
Z I� i' w° "I MC R7i14P� WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM Q
HC SIGN I ' \. I '+ 4" TAP EXIST. 8' WATERLINE DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
NEW DROP I�NL�.E�T / >� l x `'�• I T'i ': ? WITH 2' SERVICE 1'� ,� PUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
TOP OF GRA�=42.5 I t+< '` r _ lt- SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,
•�-1"• z '�?�• x (,-y-. r ''� ., SM OR SC. FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT TO
INV, 40.6 FIFE 44 5 eA0,�� EXCEED 8' AND COMPACTED TO AT LEAST 957. OF THE STANDARD PROCTOR
( ��,. a MAXIMUM DRY DENSITY ASTM D-698 , WITH THE UPPER 12 INCHES OF LL
1 __-i - I SUBGRADE BEING COMPACTED TO 985V OF THE STANDARD PROCTOR MAXIMUM
- _----- "L `+ ,ry i - -'- y- 't: C DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
) I- F ,1 � aX x � I F 91
REMOVE EXIST. N RCP 6 ' , �„ THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
REPLACE INVERTS. $�(',, 18' RCP . 'I,' p„ I �T LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE C z
�S MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER G
HALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IFLij
WI I RELOCATE)1 ST. UNDERGROUND I �, R Mp CE EXIST, ! C I I THE MATERIAL IS T00 WET TO SECURE PROPER COMPACTION, IT SHALL BE
\4. RC / I NARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT
II I GAS) LINE Q TSIDE CIF PROPOSED f ?,Y ,.,• I, >1 UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED %
BOIL' BIIIISY LI}AI�S AS SHC+W►11 i J I �Yx* y, �' , r'` �, a 1, IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL U5 O
) r i xwx x �J TIMES.
FIJTUF _`YIFFd !I IN Li 1 � i x F � , }j U 0
II ,. --. -_ 1 } >F•., kc l 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
(Y I 1 TEMP (RAVEL I 'fu x I •� CONSTRUCT HIS WORK.
h I _� CONSR6IC�ION �V �v �x l O I,`` I 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF -�
pppp I r- ----- �,.x u
-- ENTR CE 1 x i f.. ,,,� i I i EXISTING UTILITIES DURING CONSTRUCTION.
-1/2' WATER SERVICE Q - z
TO BUILDING '-. ` __ 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
(DECREASER 8 JOINT) \'
\ � •� �' � kiICHAEI UNDERWOOD AND ASSOC. SURVEYORS AND PROVIDED BY OWNER. ry
' I 20' SECTION DIP >""--� ,S` , I 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
W
II I CENTERED ON MH
II II I r L, ,^-�� �;�� x> '- \,\ - X�, 13. T'IE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION _
�y, x . OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
�;�}••• AGENCIES AND AUTHORITIES.
O
14. A_L AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
/ ' r-f'\ M1k \�' "r , 15. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
REMOVE EXIST. FENCE RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
--1 k; •' "� '' I `" �'",la'."2' S W CONDIITON.
EXPAND POND TO /���,,'-''III�I`�` �•')v
r' W LIMITS SHOWN 1 u (J) n o
REMOVE EXIST. A$ HALT 6 i %i ,_ _.�, ')',f, it ° C y 16. R:INF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR `JvJ c0 cD
CURB & GUTTER. A SHOWN i yl a. l ' F',AM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
17, NJ CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF i VERTICAL TO rM M
.........-... T
3 HORIZONTAL.
cn
d I ', `� , `; T a i �'�r i i I'I I I I I o 18. AI.L DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
I%0 I : \ •,�% \ �•� �1, t < i ('rZ i ' ` I III ^ 1 DSTURBANCE w Z O O
\ / EMOVE EXIST. OUTLET ��/(V(J�� Y O rn m
I ' STRUCTURE AND 15' CHIP 19. AI-L EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
F PROJECT IS COMPLETED. z w
IIIII _
Q
ti I / - ��• - - - .l I ly I I 20. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE z
\, T i % // SHOWN ON THIS PLAN ARE NOT EFFECTIVE. O - = Q
REMOVE EX ST, CURB &GUTTER = T / N O x
% INSTALL NEW .ASHPALT AND - I )III I) I I REMOVE EXIST. SO
�• ' ��' a i % �% '-� II MANHOLE & 15' CMP 3 L`
\ I / OD j CURB & GUTTER S SHOWN , #� `- �„ , j �/ I I I 21. IP'iTAl L. EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR R
A. SOON ")HEREAFTER AS PUS'i'BLE.
REMOVE EXIST, CURB & GUTTER lC i` , ' <.. ' j% i 1 t) I I I I
t REMOVE EXIST. DUMPSTER PAD CCA• yA u } g j Y % I 411 I 22. CONSTRUCT THE RETENTION POND TO ACT AS A SILT BASIN DURING CONSTRUCTION `
`"l' 4 V
J \ AND REPLACE AS S ili1-- -, J} Op '�"' _ CLEAN OUT SILT AT THE END OF THE PROJECT. '
...---- -.f_._ ------ .L""""""i-�.._.._.. 23. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE U
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. Z
S�� \• �IFyG NCF __ ► IIIII -
J�% \ FkJNFE, '-1 �F / ``y `.,\' A III II II II I I 24. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
'\ EXI: TI?Ju r IlLr1IN,�J}YFkfs fYV4✓ 1 T / \ )IIIIII 30' RCP - PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE- O
xJSr rN L C(7Qg(/p ��r• �Xf rIG.YC!} i{ \ \ . 111 I I OUT.
NEW INV. IN.- 35.02 25. NO KNOWN WETLANDS EXIST ON SITE.
III
1 IIIIII
bq F /I 4 w q TC80 p► ` ; Ii
wy
NEW INV. IN = 36,01 \ 0 1,:n;:
� v>:c. �� \ / 7 i I dl 11.1
_,�� 11/1 /
`qP
T REST �zL
�. ( 7
i fpp�d <Fd ♦ r za-• / ,; �EGEIVE �-
NVFN / / A FILL DEPRESSION TO EXIST, GRADE I� J
jcl, T i* *CO ` y `�,: ��� f, . J it , OUTSIDE NEW POND LIMITS DEC 2 31997 U
l�CFTFRrF 1yQ°G�q�r, 3� f / " �i * �%
c* rod 4, ` fs'1' 9 ` r� � .n i d I ` " yi•,' PROJ #5J!i. FBI-�(30 Z
�`` �� INGC o ti� GRASSING DETAIL a o
_#4 STEEL REBAR (GALV. OR ASPHALT COATED))
TACKWELDED AT 6" O.0 EACH WAY LAID
IN TOP OF BASIN
L'x4 I.D
TOP 39.8'
ATTACH SCREEN WITH ,a ;.---
CALV. LAG & WEDGE
ANCHORS
2.'5' W X I' H
ORIFICE �{,`,LIR� .5'
NV. = 38.5
2' ORIFICE INLET 37.5
ELEV. = 37.5
BUT, 35.0
COMPACTED SUBGRADE OR 6"
CRUSHED STONE.
SECTION ELEVATION
NOTES
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
DETENTION POND
OUTI ET STRIMILIRE
NTS
TOP OF Bw
4W ylr \
WflUOD PoCl'.4D'
STALE - - - 393'
------ --------------
I-
NOF14AL POOL 315'
SIX FLm vw
NFU I L
ON T16T SOE a' 3
Aao ML0
PPON? GR0% 5EGTION A -A
C q�F4 'rrlyG �,` ,� ' r�••ii '" � '� I �; � � ,aj'yo
r
tFyAOpyQy�� / 5 i AGRg 7
� l G � � �� f �
ry�
W1170H 340' fiDbT)
4,1
do I
I
T Op 43
�\6•J' ��"r� "� N 4a 8Jv
SCALE: 1" = 50'
0 25 50 100 ISO
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 COVER IS ESTABLISHED.
*APPLY: AGRICULTURAL LIMESTONE - 2000 LBS/ACRE
FERTILIZER 10-10 1 1000 LBS/ACRE
MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW/ACRE
ANCHOR TACK w/ LIQUID ASPHALT ® 400 GAL/ACRE OR
EMULSIFIED ASPHALT ® 400 GAL/ACRE
-a;SCHEDULE
DATE R0 cT r�
AJG 15 - NOV 1 TALL FESCUE 30 LBS/ACRE
NOV 1 - MAR 1 RYE (GRAIN) 120 LBS/ACRE
MAR 1 - JUN 30 KOBE or KOR LESPEDZA 90 LBS/ACRE
(SC ARIFIw
COMMON BERMUDA GRASS 50 LBS/ACRE
(HULLED)
JULY 1 - AUG 15 COMMON BERMUDA GRASS 50 LBS/ACRE
(HULLED)
BROWNTOP MILLET 20 LBS/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
CF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
U
IIIIII IIIII
II
IIIIII) IIIIII
III���II III II
III
II
97265/97117
DES. JST
DRWN. NMK
DATE 17 DEC. 97
a�N CA
�0S i
SEAT
�huouu�..
CO

r
m
SITE••
INV.=36.0
A
k.
VICINITY MAP
PIOT iO SCALE
SEE ALZHEIMER ADDITION SHT. C2 FOR
SANITARY SEWER PLAN & PROFILE
INTERFERENCE MH
TOP = 42.2
8' SS INV. = 36.6
EXIST. 30' RCP INV. _
SSMH
TOP = 42.75
INV. IN = 36.27
.44 STEEL REBAR (GALV. OR ASPHALT CO
TACKWELDED AT 6" O.C. EACH WAY LAID
IN TOP OF BASIN
A
4'! I.D
TOP 39.8'
COMPACTED SUBGRADE OR 6' �-
CRUSHED STONE.
SECTION ELEVATION
NOTES
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
NEW DROP INLET
TOP OF GRATE = 43.10
INV. - 39.98 REMOVE EXIST. 18' RCP
ADD ASPHALT TO ACHIEVE
PROPOSED GRADES
FILL EXIST. DITCH
REMOVE EXIST. CURB & GUTTER
NEW CURB INLET
arc ROOD ro 714b,
STATE ROOD PW 1163'
-----_- - - - - - - - - - - - - -
I
CURB & GUTTER
T. CURB & GUTTER
1
i
'
IA
N
EXPAND POND TO
LIMITS SHOWN
/�'11'IIIllllll
II A
m
A
I
REMOVE EXIST. OUTLET
I I
1
STRUCTURE AND 15' CMP
REMOVE EXIST. SD
MANHOLE & 15' CMP
i
II 1
I I I II II
II1111 I
II!IIIlllill 1 30' RCP
I, I,IIIiI NEW INV. IN: 35.02
FILL DEPRESSION TO EXIST. GRADE
OUTSIDE NEW POND LIMITS
AST 5[E f I L " eoITaH 310„.r.vr! ,.<t < \.6• �` : \`NF I/OAD �3B
sJFR,,�Ty�s`,\ �S "�T�l SCALE:
1" = 50
P2 c� �cn���
0 25 50 100 150
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FELD 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 ALL TREES, STUMPS, ROOTS,
SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES,
STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
4. SrRIPPING: 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 -FILL COMPACTED AS SPECIFIED.
6. D.SPOSAL: 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
W?H BORROW OPERATIONS.
B. 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 MAXIMUM
1), N',NY AT OPTIMUM MOISIURL LONTLNI. ANY AHLA WHILH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,
SM OR SC. FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT TO
EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR
M,%XIMUM DRY DENSITY (ASTM D-698), WITH THE UPPER 12 INCHES OF
SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
SHALL BE WETTED IN 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 IS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
TIMES.
9. U.YOUT: 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
MICHAEL UNDERWOOD AND ASSOC. SURVEYORS AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
AGENCIES AND AUTHORITIES.
14. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
15. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
16. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
17. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO
3 HORIZONTAL.
18. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
DISTURBANCE.
19. AL_ EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
PFOJECT IS COMPLETED.
20. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
21. IN`"ALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
AS SOON THEREAFTER AS POSS:SLE.
22. CONSTRUCT THE RETENTION POND TO ACT AS A SILT BASIN DURING CONSTRUCTION
CLEAN OUT SILT AT THE END OF THE PROJECT.
23. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
24. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
OUT.
25. NO KNOWN WETLANDS EXIST ON SITE.
GRASSING DETAIL
LJ
Z Y
O to
d Y
a
U
LJ O W
0 �
N O
r`
0f
_rn
H
m
N
8TO d W6 ®TER
n E C E I V E
((IJJnuuj DEC 2 31997
D M
PROJ # `xl! L G®F'
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 UGHTLY.
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 COVER IS ESTABLISHED.
'APPLY: AGRICULTURAL LIMESTONE - 2000 LBS/ACRE
FERTILIZER 10-10-1 - 1000 LBS/ACRE
MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW/ACRE
ANCHOR - TACK w/ LIQUID ASPHALT ® 400 GAL/ACRE OR
EMULSIFIED ASPHALT ® 400 GAL/ACRE
SEEDING SCHEDULE
,PATE PRODUCT RATE
AUG 15 - NOV 1 TALL FESCUE 30 LBS/ACRE
NOV 1 - MAR 1 RYE (GRAIN) 120 LBS/ACRE
M,AR 1 - JUN 30 KOBE or KOR LESPEDZA 90 LBS/ACRE
(SC ARIFI�
COMMON BERMUDA GRASS 50 LBS/ACRE
(HULLED)
JULY 1 - AUG 15 COMM FHULLED�
BROWNTOP MILLET 20 LBS/ACRE
A:_L 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.
V I
z
z
00
Q
r)
U
Q
z
=
Q
,n
vJ
z
0-
O
O
�z
LILJ
v)0z
U
O
I
J
>-
(� v
Q
�
LMLJ
5z
LLJ
W
-
O
_S
M V
In o
cO cD
LL
W I-) r7
Of
cn Z
W z O O
QOa,w
�Zz
N � O X
U - = Q
0) L�
Z
000
-
0
Ld
L.1..I
Z
Z
LLJ
J
0
QU U
IIII�I) III�III
IIIIIII IIIIIII
III���II III
III
it
97265/97117
DES. JST
DRWN. NARK
DATE 17 DEC. 97
SEr,I
19bc
VCl ryE`t `
rouollnAA```A
c 0
6

ZONED 0 & I
N 47' 21' 13" W 551.77
_ 1 L I M I T S O F C O N S T R U C T 1 0 N
1
---- - - - - - - - - - - - - - - - - - - - - - - -------- -- 4- A� // vv 1 3w
i z REMOVE EXIST. ASPHALT & 1� c O I ��R@ (�` OF'b A 1
CONCRETE DUMPSTER PAD. 1 0 \� ❑ e • - 0 P9T zG�G \\ 1
I
9 \
/ • OI �1 • 1� �� V 1
z
/ /ice ��O ■ 0 ® d021 ,. i �� 1.i n O % 1
oq
1
/ 1
/ J
x Q z4,, s� �0
44 QCA, o p�� 1
J
\ C �
< �— ® C
~z - ;^Fv I, 03 \cam 60vl 1
\' F
---- 1 - l _ w---- x57
0
\X
o� v- o � m 1
c mm °x
v.
/ z= O 0 z0 ( u 1
�r II
x> —♦—r� i , ti z �c 44.0 1
vv�I 1 oIf-
i pFr O p
z _ �
L=__ 2•
z
0 II u �_ mo
< x V w (n
II II - A V o <
I� I
<
.� on v
IIII s
0 1 I
/ w I i ❑ TG �.S-9
V I
/
\ l c., �
o
ti
Ii
m \ + 1
\ B S/. 1• /
TI x / • <�A i I 1 I /c�� I
d w
x CD 0
v Fo °' A
LT,O
RCP ®0'30 a f� I TT1
O F1
c)�
10, ,1
\ � �� , I In 8
00,
cn
a
G /. 1
_ NIP,
x� v� I �I I I o
I \ z �/ (n / ��� I ® 1 m o
z A I1
/ o o /° ° I -� 11 m
O
z
1 c I 1 TI
C) / i �I I
O
D / /�/ NCO �1X m
x1 O • 1 fTl
11
30- 1 '
RCIO /
` ------ ---- III III / /�♦♦♦ /// 24��0, ZE O\\\ AI ®0309
v wo -Zl) ♦♦ ��+iv\ I Q nok �uz 'I -- *
I
�v / // ����♦ vv v ��ti i>/ ®'� mook
I 1
\ ♦ \ \I / m 1
♦ ---- o vv♦� ��
I
yvvv vvv wd ,� �•� 11
-----_—_-
\ / \
\\ ------------ -------, \\ i i��--------------------\y // � Lam\ \ �'
Op
- - - -fir - _ _ _ - _ _ _ _ _ _ - _ _ - - -W_ _ _ - _ _ _ T \
°° e
EXIST 24" RCP
d
VV��
x
m n Dvn mlUl
♦ VA
o z noz �
x zx In➢C,
{
z XD (nnD
O Z D C C)0> 0
C (n zI
z 0 F xJ
i O m O r
z D�Dn , K 'L . r � TT n m mC) cn K- , I
x] C xl O D C n O O Z x ➢ Z
m m Z C) m x1 m Z O r K < n N D xJ D ti =� m x x
ZDnD� n < m D p m (n O O m I 1
O �` D < Z m Y C D Z Z 0
T N 3 D
I N x rTl w D � O � �' I ! I �.• ' j / / / I I I j 1 �. _
0 xJ N n x) m z m c m V1 VI n m O m
c�G�O T { n m D D r m O <? mtim
cnrK<� m z i y (n =1 O z nm Inc / I \I II N / I I ■�
��- D "IzoD(n �z ➢ In O n A om n oiC �r�' ' I tvV ry O / / / / ' I� ■
m D m D O m ON Z p 'N '� Z m O O m D / '
i� O r r 5 n X z O Z O Z ti C xl r / // A O
mm r Om
x1m [� z z m i z- o m0 mn / / / / \\� N
I r' mm -10 (n- D �? C O ➢ O 0 z Xy 'O /
- O D D O m Z D O O A .z O < D O 0 m .. N O n Z �� // I
Z n o x) n,m N Or 00 m Z Z D ti � < / / zz -.
O
00 m xc D rm r00 K ti O Z m D Z ZD tiA -0 o=az
z4-1, �� mm m-., m O z nz Oc / / / �,_, w o.
Ln o Dmw `no ammo z Or D m r z 0� �m n // �x O a i '3S i I
A r N r 0➢ m Z Vl N N m Z O { m �] O D / / N x
C C m C -i m n Z Z O / 0
n x r m < �] m O m m m m O z 0 N 0 z // z, I I I
x0mr r xJ x1 D" m m GD m r m n m y 0 �m D� m mn r / _
c X m m? D 0 x] xl D Vl O O 0 00 n N D / S 0 / I I
Am S DOO i 0 �D D Z xJ K T 0 D N BIZ �m mO / f, / '
N= m m m 0 m z D o xn1.-[xJ z N Z (n < z 0 0 Z- A 4 / I
m D V1 r O (A m m I m 0 C m xJ n Vl o 40 I / I 4f
Z r m m C m O G N r v Z r n O O= G
Xrmx C (n mm mco <_ C 0 n xJ ZD
00 In x)G IL
OD 0 m mr x
D
C
Z
r/
r
z
n
0
H
n
A
W
O
M
2
n
ca
4
A
O
W
m X 7
n
O
zr
m=C)m
Z n
;,t
m
Omm
tir
m
0
m 0
O��t�
O
x)
.�
rAm
�m
O
N
Zz'�z
mDz
z
Z
O D
0
0
�=
mA
�
G)
�
<
mm
m
x)D=0
�c
m x10
n�
0
N
z
Z D
m
D
0
m m
O O
m
o-
m
O
=
<m
m
➢
O(A
x
D
xl O
z
Z
0
m
D>
Imi
-1
r
�D Z0
D
n
mD
�
O
O
ZD
(n o p m
n
a:m
x J
m
Z
ti
I m
m O
T.
on
O
➢xl
O
S
m
X
Z
Z D
C
G D
r
X 0
-I o
c
m
m
0 0
m J
m P
A
W
N
:c
➢
w
N
(/)
I
m m
y D
In In
00
O
x I D
m r
- inn
000
N
-i
0
C<
K: Z
Z
K r
Z Z
A
i
K
xl
m
=, xJ
m
xl
Zm
x
mm
D
<
mn
mx)➢
z
1
OC
j
_
0
m
x
O Z
� m
O m
0 n
n
z x m-
in xi m
<
n
Z
N n
0
xl
O xl
Z
D
VI
O
m 0
i 0
xm
x)
I
N
< m
m0
xl
xJ
=n Dm
v
Dr
C
�c
C)D
0=
0�
m0
D m m
m
j m
0
_0
m
C)D
0
N
K
x) 0
m xJ
In nx
mjA
D
`��
m
m
nr
xii
xt
�m
0D
n3
m mD�
D
00
0
mO
O
m
mm
zr
N
mxJ
� �
m m m
:
C
n
m
OT`
m
D
=
Dm
Z O
D
m
m
O
Z
m m
S N
O
N r
m
.
ti
m m
mX-
m
D
z
n
0
c
Z
0
m
mA
�
z D
0
-<
,D
Z
,ZOj
m
AZ
N OR'
O
0
-1
nr
mi
In
AS
mG
m
ZO
0m
-Om
p Z z<
x
0
r
j
n
m
D m
0
O N
O n
m
xl
NI-
O
N
m
O m
m
m
D D
O
O m
ti Z
z `L Dm
D
N
z
D
m
nxJ
N Z
xl
(nDr�
O D r
m
m n
m
O
.� O
D
m x)
xl
G
MI-0
m 0
N
j
m
0 D
D
N
C
r
0 Z
0 m
3
n
-DpmOz
m r_NZ
--
V+
n
m
m
IT1
i<
-iZ
0
tmilm
m0
xJ
0
mp
ON
m
Om
I>
<m
X z -m
O G n
m
_ _
N
In
m
(n
0
Z
Om x
co
'I D
�
m
< c�
m
z
col
K:
C)
0
(A
! X
m (A
In
m i 0
�r
-1
!
O
D O
(A
m
0
=
m m
N -�
0
DZ
0
m
m
D
A
xlz
mm
=
r m
n
0
S
m N
m
m
r
0
m 0
UI x0i
m
m O 0
0
A
Z
O [\.i
N
In
m
O
xJ O
Q
Drm
C
xm
m
Z
Xz
c0
xl:E
n
z X x
n
r
x
C
O x
-
=
W
D
m M.
m
0
- -1
z
xx]
O
-<
X n
V) D
VI
Z O z
m
m
N\
4
m
O
O
D
y�
I
x)
VI G O
O
D
N
D
m
=➢
z
cn
x)C)
c
m
N
0
n0
O r
n
<�D
z
0
=
m
<
ozZ
O
171Vm
mmxl
y
D
-{
O
-A
C
m
m
i
z
.x
z
N
N
x)
C
m
-{
=
<
S
m
10
xJ =
Om
00
m
ZOZ
ZD
0
N
C
m
,(D) D
=1 x]
O
FNm
N
��
N
xl
tim
Om
O
xJ
-I ON
m Z
m
mW
m
D
C O
O
= m D
m
O
m N
m
n
n zl
z C
Z
rn
0
LA
Z
X
m m
zE m
n
N
n
Z
N
y
D
n
m
0
m
z
m
D
r
z
O
m
FA
e
0
G
9 0
0
00
z,ww
fz.'I
Z�n`n
zm
mO �
\<j
� z.
GII N.I
II it
na
II
II
II It
�m
Z
=
=m
1
D y
W A
J A
w
J
W
{ m
W A C
N A
G)
N
j
0
c
O 0
0
0
0 0 0
N m
n
n
r
n
r
m
N
m
< x
m
NW
A X
X
x
v N
-a
m
o
U1
x
m
0
O
O
O
O
O
O
O
O
z� n z� n
Z O O
z� n
": N N-
N N
w N� w N
* z m
Q�J
<OmAXOm
+
< 0<
< 0
<
?? 0
0 0
O A 0 0 O
< m
m
.
D
II II
11
II II II II
II II
II II i
11
m K
ZZ II m K:
(r 11
z z
<<
z z z
< G.
=
W
A A O
p� W O
W A O W A O
W A O
w A 0
A
N
D
O N
_ : 0
m W m W
m W
On W l
_ _ W
O
0 Z A
C
X J
tr m
O Z O m
z C)m VI O m
N O m
00 m
Z Z j
O
ti z D
A O D m 0 D
co O D
O O D
-1
II O
0OD
m
II
II
11 11
I!
U)
A _
W w
J
(Dn
O Z
J W
N
In O
m J IO
w
m
In
C
.Z1
O
Q
O
O
U)
m
w w
-i O W N
-1 V) V)
<O < 006
VN -P-P0 0 6
< X 0
06
< O m O A'
0 0 0
m
m m
l
m I
II 11 11 II
OOo II m K:
0. II
coo
II II
II m
'
Ln
Z Z Z
m m
«<
Z A
=
to < G
W A O
=
A
60 WI m A
W
G W
J N I O z
a
O O m m N
z O z N
c
II U
w O m c
-`
0
m O D ( O
11
20
m O D II
O
II
N II
11 w
W II w
J
w
�v0
NOD
�m
A
w
A
�O
2
o m N 6 m
1 D
N
m
n
00
Om
ADDITION TO
G W <
N 3- N'
-1
m
r m
x
D
°° =
N Z
LIBERTY COMMONS REST HOME
' "Av z
G rn
W
o
m
<
AK
m
a
m
D
2320 -41 ST. STREET
W ILMINGTON NORTH CAROLINA
® 4R
- Omm z <0<x0
' m N Z � Z
I .�I O (n m m D II Z c
�-� r -1 m n W O C
a�., A0y DmouZ
0 mm 00 0m
♦♦A �� / xcR. > zm �s
♦ m
0 0
♦' \ F
iwi ®/ Z / 0'
8
C1 `" or
�0��0m
O
zy�oo
w y z
H
5 °m;o>I
C7 t'yOOv,
mm[xnza
X C7 y0n���
(SWALE O 2.DOx r. d Z 'Z X a
Opny S�
gym' PEo
p
Xayy°m
y0G7p
>oza�
F
c:
mzC)wm
O w,
A
I•
T
oat `�20
ti m
�
O Ro rRff cn
) -1\
m
D
0 r
s�
S
u 00
C�
Fc
il-
o
�O
toz vrn
D
�oK
m
o
D
V N -U%
(�
N
0 XX ::4=
D
O
rn CIO =r
m
N z, cn
m1/1 :X)Z
v
m
�+DO
4
WD
0

z
0
m
„.
6”
m_z
C£ _]
N
O,
6"
Zv
�m
N H
cl
z-
m
m
OX
OX
m
,C
Z
MIA
2
�m
0
w
�p m
77M
m.
01
—
O
r1
D
Z
D
•
�
t,t
`�CD
j
m
rri
\j
rn
rrl4-
f.
rn
Z
A Cn
o
�
CD
w
(
p ]J y
m
o -
n
I S�'r
na
Z
r
i
Z
c
r0��
,P
J T
m
-
u
0
m
D
r
I
c
A
m
n
Z
�
m
�
�
in
o
Z
�
m
v
r
m
y
_
4k
;
z
�
z
1�
z
C
Q
RF
A
Q
z
a
r
•�
7
(A
m
4r
Z
r
o
Z
c
s-
N_
vi
m
ti
0
v
N
0
m
�
p
o
r
m
U)
N
m
m
r-
O
0
Z
o
o
o
I
v
0Io
°,'
O
m
Z
y
o
z
-
-
n
.. ,, .., .f ,.a R4�` e f 'v - : •}r-, � _.. y, ip r-' :�i?•�.:•" # ?,�" a z'-"�x" •,�' '
n
.•. ',•. T,.., a a- ,3 '.,< S w� �a ry "• 4.::'. ^.'� k,• `
.: .:.; eA . I _ ..,' _ ^ -;� 1+• r f •*s=�'y2tt�h,,,,.e/ � ,::i y,...,4 - }q>�r 4 ai s Lwr.':""4r Kc r'. f s±`^u � _
z �
4 4
{
.;, ... :. '^ �} mmm'. ,:'' � < f _� 1 a .•. _ r X'
y
n " ? (�
F -
� 9 s > rT p � £ x, a �� •4 ... `�
LID
31 b
ift to
d (d I lx
44
b ` Q
ah
Lp
P �O
to n r_. - r c ' v
un
Y �
C r
A� z lP 1 iu <
03 Ap Z'm Z! p I?
Z.
60
. D
QW
0.
r •
1
I
3 xa lP VI -- 70 IN rS + z rt m 5
U
N P
a?'
06
0 414. rn _ m N �
N{ O 8 W G o»
m
'
p 49'—+--
Q
o N m �
r
In
z ` tic°°jog
Dc z�
Z g m—
miH�wc el�o m�
_
n C Till� n44) £G a�0/ , �? �� o IIIit
U \ �\ 10m
Z `�� � I -' m �ro� � A •D - r4T-_
\ Z 77t
�r A c l9" -
N m°� �70 Z�Om
� o b c- - - I
i0 C�ArOm Zt -\ N m Z riCjU
\� (D-ZZ
ju
<z CID
��-�
Q` m \
rn
\� ull _1� V aj
fj
CP
l�`jJl
(A \
7-0
rq
(4,
`mow ♦ �y (Q y�D
I o_
°
Z ^
r\ x
., ` 3¢ as
3 n
\ � -
� I
-
ar
Y�-1000�"-'�
<rn
m
cnmo
�zam
r
J(
\ \
cc ��
t _ m
m���D
<
III
D
57--:���
-1m
o�m-170
Km-or-zz
��E \�
m�p
z z jT�
\\ 7- ..
OX-i
\�
1_
mo�0
mD��n�_u
VA
�\ Pmxr-
�m
\
ImL)3v<N�i
1jj1 11 " tl[ I I q I � I l l l l
,:I T r `• I p L I a i i I tt I TT d I I I I I
Ll
GZi m
I .`Iil m I I G)
m
. t<l vn Zr-1 O2 OZ n3O m 0
-1 mmZ mCO ➢m pm*1D m;2 0D OO C -<O Sp T- OD - m
r _ 0 O A
Z O A O -V ,n Z A n Z f O m 0 A D Z O Z Z
An 9mm=mopes-i DSa mm�SO m20D xlm" mz x1D ppK 0
( m m D O N N m i m O m >ppp O xJ N m xI 0 p D D Z
r 9 C m K < ti O mm ` m -1 z r Z v 2 Z m m v' r Z
ZO D m F a D 1 a 1 K n v om m m<
�1 < > <
o D O 4 m Z
qAI, cn m m x O m A S r m < m m m r
m m z t D o o p n Z
m O -Z+ ucr m y > n o o m = ry Fr m --,
_ m O
Z A m> Z
C' C Z m £
"VVV z o r m m c� Z
y A = c m
Z Z m c
<
m
D
£ -1
r
o
O
0
o
O r
Z {
�
z
D m
� v
I
I
c
r
G
rn
in
n1 u
X %
m�
�
i
A
ro
t � I
i
(n
LD
�
O
u•
r
-
Ii Z
�
n
(D
m
V
m
lP
c
w
N
:I
m
C
�..
"
m
v
n
m
D
m
D
p
'.'
+.
'.
l U -'J
U i
J n
r
C
-- n Tl (n t.•
-� !7
O CO
-+ (-+
3 Ln
-1 C`
£ n
ti -7
"
.._
�-
�.
-
-
0
3
m
-
D
�.
v
o
m
N
m
t
'�•
r-
C.
T
p
D
+ D C C
-
C
m
o
D O
D
-�
CI
Y
r
- 2
O
z
O n V
3
n
-i
`
r
,
<
<
U
c
i+ r r U` m
3
3
Ix
m Z
-
A
-D
C
r
m
O m
-
y
Z•• r
O
O Z
V
m
m o
<
D
l
-
l•
N
�I-
-
- nn
CU
x
rUi+
m-
m(p
T.D
z
a
K
<
<
r
z
m
-
a
D
D
D
s -<
3
(n
m
r
c
m
m m
m
w
m
ti
m
m
o
r
i
-�
r
3
r S t-; v
-�
m
S C
D
L
-�
O
n
-
D➢
c
m
m
_
3
D
z
A
z
o:
V
r-
-
c
o
_O
m
-Z+
..-i
--z<
mx
n
v
m
N
m
vm
a
m
m
y
c
mA
-a
o
;
ya
-o
v�
o-+
wn
y-
P-.
m
D
m
yr
x
m
o
m
n
D
-
m �r
m
ur
vi
m
m
m
m
t-
c
-
�-
o
m; v+ rn -� --
u+
z
->
<
m
m
O-
r
;D
n
-+
nD
3
n
3
T-
O
-
m
T D
-
p
Z Z
-
D
m
n
O n
V
A
m
f
'Q
m
m
A
Z
A
m
N A
n
rn
O
'^
H
D
C:
N
C
N
2
3 m
m
m
m
m
O
C
O
O S
r
n
�P D Z Z m
A
A
O
N
m
m
-I
N
-i
m
v
y
m
�
Z
D
x
-
m
m
m
N
A
m
>D
7
➢<CCmm
mn
D-
N
C
Z3
zx
O
3
Z
:D
U
n
r D
-I
D
D
•D
O
m
m
n m m rn A m
O
-1
D
-
- Im
-1 O
00
A
-<
z
m rn
v
D
C
r w
m
n
A
••
e m
r e-
<�
m
cn £
m
D
;� c� zr v-
n a
r
z
-� m
<n <
-+ <
m
n
D
r
x
<
<
A
z
.
m
Za
'
r
.•
me
:n c�
u�
-D
-+
x
�+Tl
ov
••
a-n
m
mm
vl
xr
n`U
K
n
D
m
oC,�
-1
m
N
£'D
m
D
m
r r
IF
(
'-
m, -
r
xr
D
m
mn, r.r
2 D
O
m0
O
O
2
£
n
rn
D
2
V
O
- V
V
f
O o
m
O
S
N
-
n
.
T.
•
T
m
G
s _-
-� n
Y
r x
XIn
D
D
O
O
Y
r 'n
-D
C
(n m
O
D
O
D
A A
9
-1
-
m
D
m m
C
O r
r-
z
Z
<n
r -�
'
r
O
-1 n
'n
<
D
m
m
f
O 2
�r
<
C
Z£
\
Z
D
V
m
A
(�
��
-I'
J
T
m
A
•• Z
<
- m
:n
O m
r r
m -r
's
3
y
Z
'J -
ro
C
xl
ro
O
3
m-
2
In
c
•
r r
ti
-i
-
O
m
'. O C
-I
m
A ><
]: m
A
-
O
-
ti
'-�'
<
n
O
C
m
m m
m
m
C n c. m m
N D
- n
C
n
N -�
zz m
G
O
-
D i
-1
S
Z
Z
0 0
D
N
C
D
a
n
n
`
I
<
N
Z
<'
O
O
ti
-C
Z
-1
S -1
Z
Z
a
n
:n
•.
`, <�
IV
m.2+
•n ----
n
z m
Z
4
3
m
I D
D
z K
N
m
y
m
N
A to
Z
O
N
In
y
2
O
yy
_
MID
0
O
O
O
!~.i
N
N
D
_
t-•
C� m
SDC-C
V
OU
ti
rX
D
Z
-1
D-+
--
O
Y
• D
y
2
n
N
3
-
m-1
A
rn
\
m m
mmm
C
Z
• O
A
m
s
3
• D
Z
O
r
-
V
Z
Z
m
m
O
m
_
. l'
L
'
•,
--
-
C
V
n
x
t.l
r C-
C+'. - Z r
D
Jo ➢
(l n
Y
G 2
C r
O
m
ti
C
x)
Z
-
>
i
D
n
m m
( m
m K m
( m x]
O
m
m
x)
D
w
m
X
a
Z
m
m
N
-1
K
m
O
m
x
O
+ v
-
n
rn
..•+
r
c
t
o�
--�
s
= m i V
O -D D-
(: m
r
-�
-�
- n
-� r
-
O
<
m
3
c
xl
m
n x
C C
n x
C C
m
£
m
O
m
Z
D
O
-1
m
m
G
-i
O
z
-G
x
m O
m O
•
O
A
n
A
Z
O
- -1
n
ti
N
rn
£
➢
D
m
O
m
m
m
m
m
n
n
o
S
X
�`
s
-i C
m
m
n
S
r
O
2
O
<
Z
O
Z
m
m
m
- m
t
r•+
-
ITl
'P ]
O
n m
O 2
n
O
m
A
m
m
O
3
U
D
-�
(n
<
D
o
Y
x
c
z
rn
n
--1
x
--�
-�
-r
a
r..
o
o
x
>,
m
o z
N
-+ r
S
-I
v T
D-
r <,�
-
-�
-
o
-
"1
£
•^
--1
c
z
v
m
r
m
N
m
o
m
N
o
x)
••
••
8
a
r
z€
N
A
S
V C <D u:• ��
-
m
-
r
m
A
n r
-'
O
m
m
So
m
ti
S
n
N
r
r
2
C
m
S
O
C
w
O
o
m
-1
D
m
O
3
O
m
-1
ol
o
�
.. o
�
o
-� r
z
n
-.
m
r
D
a P
o
rmn r
c
A
r
-
n
A
o
r
i
(
:
("
�•
T•
D
±,
r-
x x
o z
c
m
-
K
O
m
O
D
m
•
m
D
D
n
S
"`
m
-�
Z
m
Z n
n
A
r
-I
'-�
£
C
O
r£
m
n
z
m
n
n
m
n
-1
-.
C -'
iT'
<
-1
m
Z
O
m
m-
n
xt
2
2
r
2
U-
t
D T-
C-
r
-i
>
D
<
(/+
m
m N
x)
(nY
m
D
3
D
s
(/+
o
m
u+
n
o
m
z ti
n
o
D
m
m
n
O
Z
J�
.,
t. I,
n
-
rn
A
m C
r
D
- 2
A
z
C
-i
D
w
O
r r
i i i
m
m
O 2
n-
O
<
3
v
A
c
O
z
r
m
oc
m
v
o
m
m
mw
mrn ry
o
�z
m
r
Z
r
m
N
-
Im
-�
r
a
m
-
c
r
m
-2
-1
m
m
<
r
D
o0
00o
c
x
m
<
o
v:
r
t
m
Flo
o
x
m
-
S
m
N
N
O
r r
r r r
x)
D o
m
m
£
.'D
z
!q
r
Cm.
C
£
m
D
mm
m
Z
-
Z
2
2
O
x)
mm
mmm
m
K
ti
m
O
O
O
v
-•
V
C
mr
D
x!
s
�.
x
-
O
Z
v
xl
3
m
m
o
��
���
(n0
S
z
N
c
c
C
<
-
'
-
D
-
m
w
a
xl
o
-
<
a s
DAD
m
D
m
m
£
-
z
x
-+
r
0-0-
to
n
r
(n
m
£
>
m
nn
nnn
m
mt
£
-
O
O
m
m
`Y
y
_
C•.
-
C-
-
V
.+, dF A'd°.;P
-
'C
O
3
r
T
r
C
y
C
xl xl
x m m
y
O N
m
-1
m
Z
D
IF
.-,
r. -
_,
..
r
ti
<
£
C
m
m
m
Z
Z
m m
mmm
r
A
m
2
W
n
m
rn
r'
-y
xi
y
D
o
m
r m
O
D
A
O
C
w
m
n
N
_ 1. 1 n n ^ r n D 2 U 3 Cn O �• C F r 1-'� m m O
rn m z
s n ` r v- s �' n u+ m s r o n n r z o z r m
z• N
z' m o f m -1 a
_
Z • On _2 T. < O m
C r C m L O m N O D a A n V m
D ~ i
T• - !+i ., m -y O - O -Zi x r y O C 3 2
< L� - - • m C n z 9 f*i O 2 ROI O 2 Z O _
(i1AIII111Illq�y� n rn A N -i+ > „ m- r �o o nm' o _
. N ��
z ~ m z m < m 3 C n
r),11lI O _-.1� n IA
�r �^ C t e` - C_ _ v 3 i F 2 - S N < x] V -I C 3 ~ '.'j O O (m/1 O 3 3 fZ/f c
aa'...........V f v� 70 � o W s m n s n o m o a - m x m a n o m -
` 1 A D --___- —_ = -cam. 3 r<n Z J -.
�.��••• 9 _� (/1 ,•1 a a Q 2 n n zm n a ~ p
•n 2n' O° N Oir y C N GZl N v ( ` " ,. -D ^- m D c N o -Ni i z m v+ -I n r c o
y a r*t n c ul c� o o !~v j„� J Y S- 2+ Z m A A ti Z -
V m ti C D r n T
O o -z .-�. y m - v o o r`pi vz rn �' v m rmir z m o m r r rn n ...
,Z n c, D L ? f1 Z �'^�� �I x n v m z
�`✓� n K A
ZZ
70
I -pi
t� W gnw A 'a 'm NV �x nn r _. CPC: 3%"
O O 111 yl <'�N�I Wto m Z� , .n::
Zm=��otc o M NEILL REST HOME I Imo .
\" O V m D
a 3� Z�� �A� m� J
aM
4
r .
Sl
Z� 41 STREET ,
,IF
..gX"`> fe'.,?• ' ...'�,' % •;ry 3;...",fz 7'-y,. ... :'. :' ii�i+x#z' ,fit.',. '^ .;; .` 2,R. en x,'.'a x..3ea,. n- "Ir <^ Ml�, ' 64..

Z
<
P
N
O
Z
m
90 z
° Z
D Z
............
"111111
1`
z
N
^
�p%
<mm
o
T
♦ /
m
^I
T\
n
Tn
Q
Z
O
C
wi
A
r m
r
e�
_r
02
,n
m
c
w
c
m
D
EJ
r
D
CJ
;Z
m
c
m
n
ci_ -
r <
A
T
\i
EJ
L
Zo
Z
ci
—
(,
Lll
Ic
CJ
m-
DEll
r*1
x
D
m
Z
-
- E J'
`.
Zio
mCJ
Z-
z
o
r n
m
2
v
u
p
w
N
-
ee
eJ _
-
1
r
➢
CJ
_
0
p
z
la„
ZN
<x
x
0
o
-Zi
--'
z
n m
m n
x
m
DI
mm
m
n
Z
O
-<
D
v
E J
0
z
z
x
c J
c J
p
m
D
m
n
N
m
n
D '�
£
m
y
f
D
ci
cJ
<- x
to
c C
m_p
m
CJ
F
n
r
4
z
`
"•
f
MO
zr
2
m
Vi PER FT
1i'4�FER F
T 6 A
Q
p
r
Z
O-
N
O
O
c
A
m m
-i
_ -
O O
r
a 1.1
A
()
N
Q
ci
i_cJ_-
�'
m v
ci
Y
cmn=
m m•
m•
-`-
SD
0
x
D a
i
D-
r
0
v
x
D
O
D
D
O
m
m
c�
m
Z
�z
CJ
m
D
m1
m
p•
m
m
F
i
m
0-
F
w
m
CJ
O D
m
vrv��
F
IN
O x
A
D
N
N
Z_
m
z
m
--
ci
u
m
F
m n
F
m
0
m
n
-
D
c
O
EJ
z1
m
F_
m
_
z
m
£
—
— �`-
-
x
ul
m
D m o z f
{Zr �T
m -Im m
XxC) mo
p r)
O-
c<F
00 m \
D IT � z
lu
Mo
mZ
m m �1
m
z
m
U)
(A z
D -i
z D — --
r
r \m
D I
D
ui
m
��a
m ; -4
C m z_a
c K r
m m
_z
o�
zr
m
C/) Lr)
r O
m
V1 Z
mw
o
t0_
O>2Xzr �mm-m
r, z�mm n3-vim_
ri,-imu,moz<xzi
3 X:Z)mm➢Azm ,nZ
/^ Z ��orncmo 00-i
V/ 3 x_z mmlm m -1N
m K� Z Z Z m C m OD o ; m 0
'• 1 -i O 31 D i i n
mpO imm 1 m'DS r £? z £� £
m�m1�N-2 Zm Zvim ~� m
of S�'i m �0£ \ CJ
ODZ0 rF2 mm N To�op
1'r ZOmD C, F (nO l7 z�yi III r<n z
Z zNDr mpr v< ym� = r
._..{ m 0 m m z� r, � o
D=nm "UDm0 zD
_.1 -Ir-ym Gov -iv 1 �y �J. �5co
,I
mmo mmo am co r
vmm< o, .1 ,n0 ri
> O m m D m -1 _ III m
V r➢ o m n m �_• n
c m v m �-•
v .1m�)Z rl Z m c: E,
Z OmD N - O
m o
^� . r ^
mm n -1 D- D
J Nx n .i.1 m p Z or
D -1 m m (1),
o A
'� r 111=III:;_ m
_ O U r. OW O D
r _
1 m En m m Z mO Gl '�.� _ _i m ro
m c D n n m � z A n
or r Z D N D
mx-- O r
m "Im z o
DmrN., p m m
c O p 0 Tn
m = D O O
o m m m z
z
ZI
el
ch
rrn
z,
'o
ig
I-0
v
A
m
�
O
f
f
7'
z
m
1
O
n
O
o
r
v
z
D
o
z^
V/
D
0
r
m`
A S S;
- z m
S
<> z
D D
° zt-
mv
S
Em
0
;mmxA
ny
io
m
-Nam
OD
.;
-
Omcn m"
maA
�
P0
nx9
0
I
O
m
ID
�r�
l' C
I
m -
✓Ai
v
D^
w
z•�
°
1`
00
-
O�
m
nA
z;
O
Mr
rn
Z
ItE
Oa
n
w
w
m
DZ
_
Otiti
z?
r
VARIES
t
NC
0
mm mw n+.im
_ ; yg>zo
m i
a rr�
�8 POURED SASE 0= SO A ymi lm� m
O A n O
�m O D Cyy m
cna A m A
x p
to °
m w_ -;cr u3
y o 3 xmm TD -
z zi - oci+ yip I� -
0 j m+ ZwA mill _ fl 0. r
Z
O 9 2 -�
IA - F -az _ o
Z I^ m °
D 1 O:i
ti W n m u
D wo A
A ~ £ m
zZ00 w O p
A — --t P �- m m
z
N n-�
zx
g" VARIES 0
m y
z�m
m
Om
m
s
0
QZ m
n Dci o
2 'oo 0
�0 x
Imo,
F_ S Q ,.
T
II
` I
— -
To
D lit
RI-�
r
-i Z
N
Q)y
pL)Lp
G
QZa
Viz
0
r
I �
,
=-I
t;
m
i=
Qi
�1 (T
'I
,, 0 T \1
0
(n
—
�upj�C
t
0
JI
(n z D
oz
i
oA1
1
cz
I
At
M`' NEILL REST HOME
41 STREET
<
n
m
0
I
m
m
m
v
r
D
Z
V
w
°
i
p
P
N
NIn
N
N
r^
_,
m
O
N
0
?
0
1
K
z It
11 N
� 2
F
m Z ) m In s Nq JrC
x
0
(7
Z N� , j 3m
0 I Z _ N
D n m
r m > A X U
D 1 v A
o
I
m v my
r vcm
mm
s d c D n ' D O d m
Z < — F' m
r— 9 W EQ.�m t C� m
d
2 y Gl OI
: J i m
xD
r �
m
N
m ;v
m
W
v
Pi
a,
NI➢
U
a
N
In
Z
III
A
VI
O
G
�
N
c?
IT
ITI
r
r
(Tl
�I
II
In1
y
C)
v
m F
m
y xz
m 0 N C n
Z
w
N m
D
8D�
m
< r D
m < z
A m D
0
3 $ 0 s
z
D x
A
7 F
m i n
E71
m \ m
v
0
m
F
O
D T
r 1 •'
m
ya.
f LENGTH AS R E 0 D
O El
m CLEAN OUT PAY ITEM
m
3 A
c rr-- Om DZomm mmmrx -j
mr mzz;nmz;NmcO
�7 D mzz
m
"m mzzmci
4 x1z�z�D On DSm<-0zmm*mvmmzf' Hz ory ern zmym r
Oi 3m0<m D0 In
< n00 CD
m
0 �m zDpDn rrpr, M>
Z tM mv'm D zm cm�r OJ
zmS2 coXrr�rn ix�m
cv 0 3- Om-C m
--io D�zmci mfN»OD CD
'V m{Zc'OZ vzS0 Dm 0�OC Dtnn=
C) ;-D mmf3moD-Amm*-m
m_Dmnn MM-
O
O O<= ;OrC"Im cD20
Z 0 0 D v m T m w 2 N-0
m 3� ?;Tnv DO c-Om
HM;v N <
X -1 v -4 -4 <
/� om �2:CC)0y�o o� �
•,.� DD xoq�mtnm ow.
mx ?Nm =—o �i=-4
v <o o-4. =o< MgN>
O m
m O N S N V D x -
Z o 4Mm�ao zo<czi
m,,�-
':i ZZZmr;n
-40(DM
0
DETAILS
z
0:
R
c °
n
vm
oz
m �
� m
U A
m
r
Z I \
3 I I\
z
I
I
L
C) 0 m0
oom-m
«D?f
mmx m
M MM 3E
Enmmmm
-4> 0O 1)
mor=0
D c N � N
O U C)
X N
U (n
Nr O
Nm !
r cl)
m
N
ca
-i �0
z
r
V Z'
D 1'
0 O
d' o.
m ey`••'\
'.
rn
1
1 i
ii
• N�� �11
1
�w
�f �t
•
U
ox
3� n
zK
r
c
r
co Z O
co
��oN
D
D
-4 Cn
C
r-
�DDZ0
-1o�
NAL�CV
=
D
or
N�z
m
33
immm>
A
D