SW7070217_APPROVED PLANS_20070308

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

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LINE
TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L1
N05'56'25"W
15.00'
L10
S55'02'55"W
82_43'
L2
N05'56'25"W
15.00'
1-11
S55'02'55"W
49.50'
L3
N83'23'28"E
11.27'
L12
S21'48'06"E
58.73'
L4
S30'53'46"E
30.56'
L13
S64'48'59"W
15.36'
L8
N19'56'39"W
21.19'
L14
N83'23'28"E
13.45'
L15
N71'00'34"E
226.87'
CURVE TABLE
CURVE
BEARING
CHORD
LENGTH
RADIUS
TANGENT
DELTA
C1
S16 53'36" E
27.32
27.46
77.00
13.88
20*26'11"
C2
N13'58'07"E
44.68
48.75
34.00
29.64
82.09'37"
C3
N85'43'11"W
59.45
64.36
47.00
38.38
78.27'47"
C4
S16'46'34"W
58.,
62.79
47.00
37.08
76'32'42"
REFERENCES
D.B.
120,
PG.
500
D.B.
120,
PG.
516
D.B.
295,
PG.
377
D.B.
328,
PG.
417
D.B.
328,
PG.
422
D.B.
338.
PG.
407
D.B.
339,
PG.
520
D.B.
370,
PG.
193
D.B.
547,
PG.
213
D.B.
705,
PG.
387
M.B.
2,
PG.
33
M.B.
5,
PG.
16
M.B.
16,
PG.
8
M.B.
38,
PG.
46
&
AS REVISED 9-15-05
M.B.
39, PG. 46
11'
LEGEND:
o PKS
P.K. NAIL SET
O EIP
EXISTING IRON PIPE
e NIP
NEW IRON PIPE
O NPS
NO POINT SET
❑ CM
CONC. MONUMENT
o N&C
EXISTING NAIL & CAP
o EPK
EXISTING PK NAIL
�1PP
POWER POLE
FJLP
LIGHT POLE
o MP
METER POLE
a TEL (TP)
TELEPHONE PEDESTAL
R/W
RIGHT—OF—WAY
C/L
CENTERLINE
e RBS
5/8" REBAR WITH CAP SET
o ERB
EXISTING REBAR
o ERRS
EXISTING RAILROAD SPIKE
+WELL
MONITORING WELL
--OHE--
OVERHEAD ELECTRICAL LINES
TREE LINE
CMP
CORRUGATED METAL PIPE
RCP
REINFORCED CONCRETE PIPE
A, V
SILT FENCE
BEFORE YOU DIG.....
Noa9 CA40& "a 044-0AU
Call 48 Hours Before You Dig!
1-800-632-4949
II`
2.18 ACRES `::r:¢;rrii)rrt?>ii>
ZONED GB ar:r:r:::::r yhtF
clum Igo BO LF 2' CONDUIT FOR I ENS77NG TELEPHONE
TELEPHONE SERWCE LINE t. PEDESTAL Ta BE
a . REMM�EDN-771
REMOVE EXISTING Of (2) STANDARD ACCE
& PLUG PIPE I PARKING
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CHANNELIZATION DETAIL NCDOT FIGURE 26A
SCALE: 1'=30'
SITE DATA SUMMARY
OWNER/DEVELOPER: G.H.K. DEVELOPMENTS, INC.
GORDON H. KOLB JR
170 BROADWAY STREET, SUITE 227
NEW ORLEANS, LOUISIANA 70118-3508
TEL: [phone]
TEL: [phone]
TOTAL ACREAGE OF LOT: 2.18 ACRES
TOTAL DISTURBED AREA: 3.92 ACRES
TOTAL IMPERVIOUS AREA: 1.77 ACRES
PRESENT LAND USE: NURSING HOME
PROPOSED LAND USE: RETAIL DRUG STORE
PERVIOUS CONC. AREA: .037 ACRES sq. ft.
GROSS FLOOR AREA (GFA): 14,550 Sq. Ft.
ELIZABETH CITY ZONING ORDINANCES:
ZONED: GB GENERAL BUSINESS
SURROUNDING ZONES: GB GENERAL BUSINESS
TOTAL NUMBER OF PARKING SPACES REQUIRED PER ZONING ORDINANCE:
1 PER 200 Sq.Ft.—GFA = 73 SPACES
TOTAL SPACES PROVIDED: 75
HANDICAP SPACES: (4) 2 CAR ACCESSIBLE 2 VAN ACCESSIBLE
MINIMUM BUILDING SETBACKS:
STREET: 20' FROM EXISTING R/W
WITH A MIN. 25' BUFFER YARD
SIDE: 15'
REAR: 15'
BASE FLOOD ELEVATION = 7'
PORTIONS OF THIS SITE ARE IN FLOOD ZONE X AND FLOOD ZONE AE AS
SHOWN PER FEDERAL EMERGENCY MANAGEMENT AGENCY CITY OF
ELIZABETH CITY MAP NUMBER 370185, PANEL 8913, SUFFIX J WITH AN
EFFECTIVE DATE OF OCTOBER 5, 2005.
4-
9
40 0 40 80
Scale 1" = 40'
W1 = 23.00'
W2 = 12.00'
W3 = 10.50'
R1 = 30.00'
R2 = 30.00'
A = DO NOT DITER SIGN
B = NO TURN SIGN
4.
J�5
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LOCATIC
I " = 200'
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SEEDBED PREPARATION AND APPLICATION RATES:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES IN DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONALBLY SMOOTH AND
UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL ('SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES
DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
7. MULCH IMMEDIATEEY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDBED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
POSSIBLE. IF STAND SHOULD BE OVER 60 PERCENT DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
FOR PERMANENT SEEDING:
-APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE
FERITUZER - 10-10-10 ANALYSIS AT 800-1,000 LSS/ACRE
SUPERPHOSPHATE - 300 LEIS/ACRE OF 2OX ANALYSIS SUPERPHOSPHATE
MULCH - 2 TONS (APPROX 80 M.ES) SMALL GRAIN STRAW/ACRE
ANCHOR - TACK WITH LIQUID ASPHALT AT 400 GAUANS/ACRE OR
EMILSIME0 ASPHALT AT 300 GALLONS/ACRE OR CRIMPING
R/W
40 O 40 80
Scale 1" = 30'
PLANTING SCHEDULE
1U
LIVE OAK
14
LARGE TREES
QUERCUS VIRGINIANA (3 go])
�j�'_ '
O
BOSQUE ELM
14
LARGE TREES
ULMUS PARVIFOLIA 'BOSQUE'
O
CREPE MYRTLE
LAGERSTROEMIA INDICA (3 go[)
15
SMALL TREES
O
PINK CLOUD
RAPHIOLEPIS—DELACOURII (3 gal)
106
SHRUBS
OCREAM
DE MINT DWARF MOCK ORANGE
'SHIMA'
'
PITTOSPORUM TOBIRA (3 gal)
37
SHRUBS
VEHICULAR AREA (INCLUDING DRIVE AISLES) = 49,644 S.F.
REQUIREMENT OF 1 CANOPY TREE PER 2000 S.F. OF PAVEMENT = U CANOPY TREES
PLUS 1 SHRUB FOR 500 S.F. = 10 SHRUBS
NUMBER OF PARKING SPACES = 75 SPACES
REQUIREMENT OF 1 CANOPY TREE PER 10 SPACES = 5 CANOPY TREES
NUMBER PROVIDED = 2$ (NEW) + 9 (EXISTING) = 3A TOTAL CANOPY TREES
NUMBER OF SHRUBS PROVIDED = 104 SHRUBS
LINEAR FEET OF STREET FRONTAGE (EHRINGHAUS ST) = 42J LF
LINEAR FEET OF STREET FRONTAGE (HALSTEAD BLVD) = 5A LF
REQUIREMENT OF 1 CANOPY TREE PER 50LF OF STREET FRONTAGE _ $ TREES (EHRINGHAUS ST); 1A PROVIDED
REQUIREMENT OF 1 EVERGREEN SHRUB SPACED 5' ON CENTER = $5 SHRUBS (EHRINGHAUS ST); $5 PROVIDED
REQUIREMENT OF 1 CANOPY TREE PER 5OLF OF STREET FRONTAGE = 2 TREES (HALSTEAD BLVD); JQ PROVIDED
REQUIREMENT OF 1 EVERGREEN SHRUB SPACED 5' ON CENTER = 17 SHRUBS (HALSTEAD BLVD); 12 PROVIDED
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SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER
60 PERCENT DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
PRUNE EXISTING PINES TO
CLEAR VIEW
NOTES:
1. THIN PINES BY CUTTING BRANCHES BACK TO A
LATERAL BRANCH OR MAIN TRUNK TO INCREASE LIGHT
PENETRATION AND SITE VISIBILITY. FIRST REMOVE
BRANCHES THAT ARE RUBBING, CROSSED OVER EACH
OTHER, DEAD, DISEASED OR DYING. IF FURTHER
THINNING IS REQUIRED;
REMOVE INORDINATE BRANCHES GROWING DOWNWARD
FROM THE MAIN LIMBS, BRANCHES THAT GROW
INWARD, AND OR BRANCHES GROWING AT NARROW
ANGLES TO THE MAIN TRUNK.
2. THE CANOPY TREES FOR THE SHADING HAVE A
MINIMUM HEIGHT OF 40' AT MATURITY.
3. THE LARGE TREES/CANOPY TREES ARE TO BE A
MINIMUM OF 6' TO 8' IN HEIGHT WITH A MINIMUM
CALIPER OF 2" LOCATED 6" ABOVE GRADE.
4. NO PARKING SPACE SHALL BE NO MORE THAN 50'
FROM THE TRUNK OF A CANOPY TREE, OR 75' FROM
PLANTING AREA WITH 2 OR MORE TREES.
5. SHRUBS SHALL BE A MINIMUM OF 12" TO 18" IN
HEIGHT/3 GALLON SIZE WHEN PLANTED.
6. SHRUBS ARE TO REACH A MINIMUM HEIGHT OF 3'
AT MATURITY.
7. BUFFER TREES LOCATED NEAR THE VEHICULAR
AREAS MAY ALSO BE COUNTED FOR THE SHADING
REQUIREMENT.
LEGEND:
e PKS P.K. NAIL SET
O EIP EXISTING IRON
PIPE
e NIP NEW IRON PIPE
O NPS NO POINT SET
a CM CONC. MONUMENT
o N&C EXISTING NAIL
& CAP
o EPK EXISTING PK
NAIL
OPP POWER POLE
OUP LIGHT POLE
o MP METER POLE
❑ TEL(TP) TELEPHONE
PEDESTAL
R//WW RIGHT-OF-WAY
C5 CENTERLINE
e RBS 5 8" REBAR
WITH CAP SET
O ERB EXISTING REBAR
o ERRS EXISTING RAILROAD
SPIKE
*WELL MONITORING
WELL
--OHE-- OVERHEAD ELECTRICAL LINES
/• e-`r -N TREE LINE
CMP CORRUGATED
METAL PIPE
RCP REINFORCED
CONCRETE PIPE
-=r- 0. SILT FENCE
BEFORE YOU DIG.....
A 69 C.c•14" 04,t-CA dl
Call 48 Hours Before You Dig!
1-800-632-4949
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ISSUE DATE:09/26/06
DRAWN BY: RJL, CLM
CHK'D BY: HCH. Jr.
JOB NO. 05050
SCALE: 1" = 40'
HORIZ: N/A
VERT: N/A
DWG. NO
C - I . I a
SHEET 2 OF 9

CONC FLUME DATA
FLUME
NUMBER
WIDTH
LENGTH
CL ELM
SLOPE
EXISTI
INV.
1
4'
24 LF
6.41
6.27
0.58%
2
4'
24 LF
6.97
6.78
0.79%
3
4'
20 LF
7.25
7.00
4
1 4'
1 17 LF
7.32
7.00
5
4'
10 LF
7.20
7.00
VIM -
NUMBER
DILL
LtNli I ti
F'11't tNU
JLurt
STRUCTUREI
INV
I TOP
1
12" RCP
76 LF
DI 1
6.85
8.50
1.00%
DI 2
6.09
8.32
2
15" RCP
74 LF
DI 2
6.09
8.32
1.34%
CB 3
5.10
8.42
3
15" RCP
117 LF
CB 4
5.78
8.40
0.58%
CB 3
5.10
8.42
4
24" RCP
224 LF
I CB 3
5.10
8.42
0.36%
CB 6
4.30
7.62
5
12
RCP/FES
14 LF
FES 1
7.48
A N
10.577
CB 12
6.00
8.57
6
30" RCP
72 LF
DI 3
3.60
6.80
0.35%
CS 13
3.35
7.86
7
24" RCP
67 LF
0.55%
CB 10
3.93
7.78
8
30" RCP
130 LF
CB 10
3.
7893 7.
0.29%
CB 11
3.55
7.58
9
30" RCP
64 LF
CB 11
3.55
7.58
0.347
INV. OUT
3.33
N/A
10
36" CMP
56 LF
INV. IN
3.00
7.00
1 96%
JB 3
1.90
N A
11
18" RCP
10 LF
CB 8
4.38
9.65
0.357.
JB 1
4.34
9.42
12
18" RCP
10 LF
CB 9
4.41
9.65
0.357
JB 2
4.37
9.42
13
12" RCP
88 LF
CB 12
6.00
1 8.57
0.25%
CB 4
5.78
8.40
14
18" RCP
38 LF
N/A
2.68%
B 3
5.12
8.42
15
30" RCP
30 LF
DI 13
3.35
7.69
0.33%
FES 3
3.25
N/A
16
30" RCP
16 LF
DI 4
3.66
6.86
0.35%
DI 3
3.60
6.80
17
30" RCP
36 LF
JB 4
3.33
8.00
0.31%
INV OUT 13.22
N/A
• .. , WVAM POND; R1.4ER PIPE DETAIL FOR ORIFICE ELEVATION
II LEGEND: II
e PKS P.K. NAIL SET
O EIP EXISTING IRON PIPE
e NIP NEW IRON PIPE
o NPS NO POINT SET
o CM CONC. MONUMENT
o N&C EXISTING NAIL & CAP
o EPK EXISTING PK NAIL
LIGHTRPOLLEE
o MP METER POLE
o TEL TP) TELEPHONE PEDESTAL
R/ RIGHT-OF-WAY
C/L CENTERLINE
o RBS 5/8" REBAR WITH CAP SET
o ERB EXISTING REBAR
o ERRS EXISTING RAILROAD SPIKE
+WELL MONITORING WELL
--OHE-- OVERHEAD ELECTRICAL LINES
TREE LINE
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
Al SILT FENCE
RDRAINAGE AREA
BEFORE YOU DIG.....
Call 48 Hours Before You Dig!
1-800-632-4949
CONTRACTOR TO FIELD VERIFY LOCATION
(HORIZONTAL AND VERTICAL) OF ALL EXISTING
PIPELINES AND TIE-IN CONNECTIONS
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ISSUE DATE:09/26/06
DRAWN BY: RJL, CLM
CHK'D BY: HCH, Jr.
JOB NO. 05050
DWG. NAME:05050-RICH
SCALE: 1" = 40'
HORIZ: N/A
VERT: N/A
DWG. NO
SHEET 3 OF 9

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VEGETATIVE SHELF TO BE
HYDROSEEDED WITH COMBINATION MIX
10 10
5 5
0 0
10+00 10+50 11+00
f&61' bm POND SEC", A -A'
SCALE: HOR - 1' - 40'
VIIt_1•-4•
NOTE:
POND TO BE USED AS TEMPORARY SEDIMENT
POND AND IS TO BE CLEANED PRIOR TO USE
AS A DETENTION POND
&WI,
fl
5.43
10+w 10+50 11+00
aETN"''p D SwnoO
SCALE: HOR - 1' - 40'
VER_1. -4.
40 0 40 80
Scale 1" = 40'
10
5
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LEGEND:
• PKS
P.K. NAIL SET
a EIP
EXISTING IRON PIPE
e NIP
NEW IRON PIPE
o NPS
NO POINT SET
o CM
CONC. MONUMENT
o N&C
EXISTING NAIL & CAP
o EPK
EXISTING PK NAIL
fJPP
POWER POLE
o
MP
METER OGLE
a TEL(TP) TELEPHONE PEDESTAL
R W
RIGHT-OF-WAY
C/L
CENTERLINE
e RBS
5/8' REBAR WITH CAP SET
o ERB
EXXISTING REBAR
o ERRS
EXISTING RAILROAD SPIKE
*WELL
MONITORING WELL
--OHE-- OVERHEAD ELECTRICAL LINES
TREE LINE
CMP
CORRUGATED METAL PIPE
RCP
REINFORCED CONCRETE PIPE
-- M-
SILT FENCE
BEFORE YOU DIG.....
Al,"g eAsd� b 044- d
Call 48 Hours Before You Dig!
1-800-632-4949
CONTRACTOR TO FIELD VERIFY LOCATION
(HORIZONTAL AND VERTICAL) OF ALL EXISTING
PIPELINES AND TIE—IN CONNECTIONS
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ISSUE DATE:2s/26/06
DRAWN BY: RJL, CLM
CHK'D BY: HCH, Jr.
JOB NO. 05050
DWG. NAME:05050—RICH
SCALE: 1" = 40'
HORIZ: N/A
VERT: N/A
DWG. NO
C-2*2
(
SHEET 4 OF 9

A
1G+00 - 12+00
12+50 - END
VARIES
A
24' BC -BC 6'
CL ALIGNMENT
14' 10'
13' 11'
1.5" ASPHALT, TVIE S-9.5A �Ig 1" PER 1'
2" ASPHALT, TYPE I-19.OB_
8" A.B.C. MIN. 2'-0"
95% COMPACTED MODIFIED PROCTOR
APPROVED SUBGRADE
NOTE:
1. THE TYPICAL SECTION ABOVE DEPICTS HEAVY DUTY PAVEMENT
STRUCTURE. THESE DEPTHS SHALL BE USED IN ALL FLEXIBLE HEAVY
DUTY PAVEMENT AREAS.
2. FLEXIBLE LIGHT DUTY PAVEMENT AREAS SHALL BE:
1.5" ASPHALT TYPE S-9.5A
2.0" ASPHALT TYPE 1-19.OB
6.0" A.B.C.
95% COMPACTED MODIFIED PROCTOR APPROVED SUBGRADE.
3. TYPICAL SLOPES TO BE USED 0 6' SHOULDER UNLESS DITCH CL
OFFSETS IN PROFILE CONFLICT; IN WHICH CASE MAINTAIN 3:1 SLOPE
FROM CL DITCH TO A VARIABLE SHOULDER WIDTH.
4. ALL ABC STONE TO BE CLEAN GRADED AND COMPACTED BASE
(NO SLAG.)
TYPICAL PAVEMENT SECTION
AND RUW.. .. , -D
CROSS SECTION
NOT TO SCALE
BEFORE YOU DIG.....
Amd C'."dLPA 04-A-M
Call 48 Hours Before You Dig!
1-800-632-4949
CONTRACTOR TO FIELD VERIFY LOCATION
(HORIZONTAL AND VERTICAL) OF ALL EXISTING
PIPELINES AND TIE-IN CONNECTIONS
SEE PROFILE
p�. a
n
A
r
LOW POINT ELEV = 7.32
LOW POINT STA = 16+89.07
PW STA = 17+22.40
PW ELEV = 7.16
A.D. = 2.40
K = 41.67
HIGH POINT ELEV = Z57
HIGH POINT STA = 15+94
PW STA = 15+94
PW ELEV = 7.67
A.D. = -0.80
^ K ^125.00 ^
M 4.I q' N •I.(d'
LOW POINT ELEV = 7.37
LOW POINT STA = 14+94
PW STA = 14+94
PVI ELEV = 7.27
A.D. = a80
K = 125.00
NAKKOYV LVI
Scale 1" = 40'
r T 0
HIGH POINT ELEV = 8.21
HIGH POINT STA = 12+34.76
PW STA = 12+34.76
PW ELEV = 8.31
A.D. = -0.80
K = 125.00
ry N
m
LOW POINT ELEV = 8.03
LOW POINT STA = 11+44.76
PW STA = 11+34.76
PW ELEV = 7.91
A.D. = 1.00
K = 100.00
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ISSUE DATE:09/26/06
DRAWN BY: RJL, CLM
CHK'D BY: HCH, Jr.
JOB NO. 05050
SCALE:
1"
= 40'
HORIZ:
N/A
VERT:
N/A
DWG. NO
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25' BUFFERTARD P ��OW-- � _ � _ \ I � ` -
S54 3W-1 9.pp
18 -- ----
TIME SEQUENCE OF OPERATIONS AND
EROSION & SEDIMENTATION CONTROL:
FEBRUARY 2007 - MARCH 2O07:
1. OBTAIN GRADING PERMIT AND NCDOT STREET ENTRANCE PERMIT, AND
NCDENR STORM WATER PERMITS. AN APPROVED COPY OF THE SEDIMENT
AND EROSION CONTROL PERMIT AND PLANS SHALL BE KEPT ON SITE
DURING ALL TIMES OF CONSTRUCTION ACTIVITY.
MARCH - APRIL 2007:
2. INSTALL GRAVEL CONSTRUCTION ENTRANCES AND TEMPORARY SILT
FENCING PRIOR TO ANY GRADING ACTIVITY. BEGIN CLEARING GRUBBING,
SWALE AND DETENTION POND EXCAVATION. INSTALL TEMPORARY CHECK
DAMS AND STONE APRONS AS SHOWN, AS SWALES ARE EXCAVATED TO
FINISHED GRADES.
3. BEGIN EXCAVATION FOR STORM DRAINAGE AND PROVIDE EROSION
CONTROL PROTECTION FOR ALL DROP INLETS, CATCH BASINS, AND
JUNCTION BOXES.
4. ROUGH GRADE SITE AND INSTALL WATER UTILITIES. EFFORTS MAY BE
COORDINATED FOR SIMULTANEOUS CONSTRUCTION. IN AREAS WHERE
CURB & GUTTER OVERLAP UTILITY INSTALLATIONS, UTILITY WORK SHALL
BE COMPLETED FIRST. BEGIN CURB AND GUTTER AND PARKING LOT
CONSTRUCTION. BEGIN BUILDING CONSTRUCTION. ESTABLISH GROUND
COVER PER SEEDING AND FERTILIZING SCHEDULES AS SHOWN ON
THESE PLANS ON ALL SLOPES AND EXPOSED AREAS AS AREAS ARE
EXCAVATED TO FINAL GRADE AND DEPTHS. PERMANENT SEEDING AND
MULCHING SHALL BE ACCOMPLISHED WITHIN 15 WORKING DAYS OR 30
CALENDAR DAYS. WHICHEVER IS SHORTER, UPON COMPLETION OF FINAL
GRADING OF ANY SLOPE OR PORTION OF THIS SITE. COMPLETE
GRADING, SEEDING AND MULCHING.
APRIL - JULY 2007:
5. PERIODICALLY CHECK AND MAINTAIN (ESPECIALLY AFTER MAJOR
RAINFALL EVENTS) SILT CHECK DAMS. REMOVE SILT WHEN SEDIMENT
BECOMES MORE THAN ONE THIRD FULL.
6. COMPLETE INSTALLATION OF UTILITIES, AND ALL GRADING ITEMS OF
WORK. COMPLETE LANDSCAPING. APPLY FERTILIZER TOP DRESSING ON
ALL PERMANENTLY SEEDED AREAS PERIODICALLY (MINIMUM OF TWICE
PER YEAR) TO INSURE SURVIVABILITY OF VEGETATIVE GROUND COVER.
7. RESTORE DETENTION POND TO PROPOSED GRADES AND EXCAVATIONS.
REPAIR SEED AS CONDITIONS WARRANT.
8. COMPLETE CONSTRUCTION.
9. CONTACT EROSION CONTROL REVIEW OFFICER FOR FINAL ON SITE
INSPECTION. IF SITE IS APPROVED, REMOVE TEMPORARY SILT FENCING,
TEMPORARY CHECK DAMS, & DROP INLET PROTECTION AND REPAIR
SEED AND MULCH ON ANY RESULTING BARE AREAS.
10. CONSTRUCTION ITEMS MAY RUN CONCURRENTLY PROVIDED THAT
EROSION AND SEDIMENTATION CONTROL ITEMS ARE CONSTRUCTED AND
MAINTAINED IN A TIMELY MANNER.
11. APPROXIMATE TIME OF CONSTRUCTION ACTIVITY: 6 MONTHS.
12. TOTAL DISTRURBED AREA IS 3.92 ACRES.
40 0 40 80
Scale 1" = 40'
WASHED #57 ST
® 2: 1 S
SEDIMEN
OVERFLOW
SEEDBED PREPARATION AND APPLICATION RATES:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES IN DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONALBLY SMOOTH AND
UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (*SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES
DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
7. MULCH IMMEDIATLEY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDBED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
POSSIBLE. IF STAND SHOULD BE OVER 60 PERCENT DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
FOR PERMANENT SEEDING: FOR TEMPORARY SEEDING:
*APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE 120 LBS./ACRE - RYE (GRAIN)'
FERTILIZER - 10-10-10 ANALYSIS AT 800-1,000 LBS/ACRE 40 LBS./ACRE - GERMAN MILLET
SUPERPHOSPHATE - 500 LBS/ACRE OF 20% ANALYSIS SUPERPHOSPHATE
MULCH
2TONS (APPROX 80 BALES) SMALL GRAIN SC
4 MATC'IO(L CO"CGAANCHOR TACK WITH LIQUID ASPHALT AT 400 GALLON/ACREOR
D/T EMILSIFIED ASPHALT AT 300 GALLONS/ACRE OR CRIMPING
\ AfE 3 70 LBS./ACRE - HULLED COMMON BERMUDA GRASS, AND
�U 10 LBS./ACRE - CENTIPEDE GRASS
R ANCE AtE? _--------___
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ORATE
CONCRE7E BLOCK
WOOD BRACE
WIRE MESH -
RUNOFF RL7ERED WATER
SEDIMENT '
1" x 4" WOOD BRACE LDROP INLET WITH GRATE
NOTES:
1. PLACE CONCRETE BLOCKS IN SINGLULAR ROWS AROUND THE PERIMETER OF THE INLET USING 4", 8", OR 12" WIDE BLOCKS. PLACE
A MINIMUM OF 1 BLOCK ON ITS SIDE FOR EACH EDGE OF TRAP TO ALLOW DRAINAGE ON ALL 4 SIDES. PLACE BLOCKS ON
PARRALLEL SIDES WITH OPENINGS FACING EACH OTHER TO ALLOW FOR LATERAL SUPPORT PLACEMENT. USE LATERAL SUPPORTS ON
ALL SUBSEQUENT ROWS ALTERNATING IN HORIZONTAL DIRECTION FROM PREVIOUSE LATERAL SUPPORT.
2. HARDWARE CLOTH OR COMPARABLE WARE MESH SHALL HAVE 1/2" OPENINGS PLACED OVER THE FACE OF ALL BLOCKS.
3. # 57 WASHED STONE SHALL BE PLACED AROUND THE PERIMETER OF THE WIRE MESH TO THE HEIGHT OF THE CONCRETE BLOCKS.
4. PERIODICALLY CHECK & MAINTAIN SEDIMENT TRAP AFTER EACH RAINFALL EVENT AND REMOVE SEDIMENT AS NEEDED TO MAINTAIN
PROPER DRAINAGE. REPLACE STONE IF TRAP BECOMES CLOGGED.
BLOCK & GRAVEL TYPE SEDIMENT TRAP AT DROP INLET
N.T.S.
8
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FLOW DIRECTIONS
-- TOP OF DRCH SLOPE
NATURAL GROUND 1 MR /• wtL BASE OF' DRCH
GENERAL NOTES;
Iry
RI THE ENGINEER MAY DIRECT THE OPTION OF
CLASS A' STONE FOR SITES HAVING LESS THAN
112' THICK p�� 4S,- 0�(1TM ACRE DRAINAGE AREA AND A DITCH GRADE
0ONFRONT ELEVATION SEDIMENT CONTROL STONE SHALL BE NO. 5 OR 57
TEMPORARY ROCK SILT CHECK DAM TYPE B STONE
NOT TO SCALE
I�VAARRIA-BLE AS DIRECTED
I BY
THE ENGINEER (I MA1D�
LINE VIBE Y1 /DITERMEDIATE WIRES
,I
NOTE, >. b
HAYDALES WILL NOT DE AN ACCEPTANX
ALTERNATE TO SAT FENCING #57 STONE ." • u
MIN
V0� POST s s
POST > o
so, INN.
FENCE FI Cs. SHALL DE MIND" 32' IN WIDTH AND STEEL O4 WOOD POST 25' RAD.� _:. 25' RAD.
SHALL VE A KINUM.BI OF 6 LINE WIRES W/12' STAYSPAC
BURLAP SHALL BE 7-1/2 DZ WEIGHT AND A NDUMM WIRE FABRIC
OF 3e' IN WIDTH BURLAP SMALL BE FASTENED BURLAP
ADEQUATELY TO THE FABRIC AS DIRECTED BY THE
ENGINEER, MIRAFI 140 OR EQUIVALENT NAY ALSO MAY BE
STEEEL M
POSTS SHALL BE 5'-0' IN HEIGHT AND BE ff' I 6" fit_ EDGE OF EXISTING
THE SELF -FASTENER ANGLE STEEL TYPE. �191 PUBLIC ROAD 6-8"
WOO POSTS SHALL BE 6 TO 7 FEET IN HEIGHT AND Y
�q
FASTENED
DICES D! WOODEN
ER. VIBE FABRIC SWILL BE 5 MIN GROUND) LINE
WIRE STD TO WO/2' POST WITH NOT LESS THAN 9
WIRE STAPLES 1-L2' LONG.
NBURLAP i•7 ANCHOR #57 STON
xr x� TEMPORARY SILT FENCE s_SKIRT 1r-10'
NOT TO SCALE vm CONSTRUCTION ENTRANCE
NOT TO SCALE
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LEGEND:
e PKS
P.K. NAIL SET
O EIP
EXISTING IRON PIPE
IN NIP
NEW IRON PIPE
O NPS
NO POINT SET
❑ CM
CONIC. MONUMENT
o N&C
EXISTING NAIL & CAP
o EPK
EXISTING PK NAIL
OPP
POWER POLE
OLP
LIGHT POLE
o MP
METER POLE
o TEL TP)
TELEPHONE PEDESTAL
R/
RIGHT-OF-WAY
C/L
CENTERLINE
`B RBS
5 8" REBAR WITH CAP SET
O ERB
EXISTING REBAR
o ERRS
EXISTING RAILROAD SPIKE
+WELL
MONITORING WELL
--OHE--
OVERHEAD ELECTRICAL LINES
TREE LINE
CMP
CORRUGATED METAL PIPE
RCP
REINFORCED CONCRETE PIPE
-w-- -
SILT FENCE
BEFORE YOU DIG.....
A1*4 IoBy 04.c-CA
Call 48 Hours Before You Dig!
1-800-632-4949
CONTRACTOR TO FIELD VERIFY LOCATION
(HORIZONTAL AND VERTICAL) OF ALL EXISTING
PIPELINES AND TIE-IN CONNECTIONS
NOTE:
THERE ARE NO EXISTING WETLANDS
LOCATED ON THIS SITE.
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05050
ISSUE
DATE:09/26/06
DRAWN
BY: RJL,
CLM
CHK'D
BY: HCH,
Jr.
JOB NO. 05050
DWG. NAME: -05050-RICH
SCALE:
1" = 40'
HORIZ:
_N/A
VERT:
N/A
DWG. NO
C
- 2.5
SHEET
6 OF
9
_ _ _, __�] -'. .. - ;.• ,,C '-'- .�. r _- :7.Irv,

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PRINCIPLE BACKFLOW PREVENTER
PE 2° Z
OR DOUBLE-CHECK VALVE ASSEMBLY REDUCED PRESSURE BACKFLOW
> DEPENDING ON DECREE of HAZARD PREVENTER ASSEMBLY - Z o g 3t a N
C < y U Q_ K H N
U Y ,O
•••• ABOVE GROUND INSULATED VAULT
FLANGED COUPLING H s : •;•; (ASSE. 106 APPROVED ABOVE Li -I Z a M x � � B
ADAPTER GROUND ENCLOSURE '2 ° &
GROOVE END ON OUTLET END SECTIONS END SECTION DIMENSIONS •• )
END ON INLET END SECTIONS------
TONGUE�'•4'• m w < 'm
DIAMETER A B C D E ° o° ° Y in' y <
/5 _7 �-8 2-3 3-10 a-i -B ''d:" O O o ° ► O ► �+� c� g
18 0-9 2-3 3-f0 6-1 3-0 <n o w y
2a o-9 1 2 3-7 t z 2-6 6-t t z 4-0 °o° °o° PIPE SUPPORT wW < aH
30 1 -7 3 4 6 -1 3 4 5 -o ;:;•; ?p•:;;• AS REQUIRED
36 1 -S 5-3 2-10 4 8-1 3 4 8-0,. :.� z N O8 ° N m
AIR'GOTE..A�.. a
42 1 -B 5 -3 2 -11 8 -2 8 -6 VALVE 18' 18' �i IQ 3 z
------ 48 2-0 O 6-O 2-2 8-2 7-0 w MIN. MIN. );,•XY i rcHf
I w 3/4'
BACK METERED BYPASS wIrII A::: TOP OF GROUND
'°' m BACKFLOW PREVENTION
NOTE: :•:�;.; WATER VALVE
- - - - - -
i:•i:G
MAIN
DESIGN OF END SECTION SHALL :': "•
CONFORM TO STANDARD REINFORCED:•:::G.::..:::::::::.:.::::::::::.•::::::.:::.......::•::•::•::•..............:..:•:.::•::•:::•::•tc'::•::•::'ik NOTES: (%}
SECTIONAL CONCRETE CULVERT PIPE. ••• r:Aii:i:•i:•i:•ii: Ai{ti•in•:i:a!'i::C:•:::•isis ii�•::•i:::::::::::::p::::::::�1.......i.........::c:::::A:•. _J
• " " ® 1. ALL VALVES AND FITTINGS SHALL BE SUPPORTED ON -
" "' --- MASONRY PIERS AND SHALL BE ELEVATED A MINIMUM OF Q
PLAN a; ONE FOOT ABOVE FLOOR OF VAULT.
H4gS
2. ABOVE GROUND VAULTS TO HAVE ADEQUATE DRAINAGE
1. VAULT FOR FIRE LINE SHALL BE BUILT 3. BACKFLOW PREVENTER ASSEMBLIES SHALL 6. METERS SHALL READ IN CUBIC FEET W
f- c �--- B TO OWNER'S OWN DISCRETION BUT SHALL BE REDUCED PRESSURE PRINCIPLE OR PER MINUTE.5/8" BRIDLE RODS &ROD COLLARS LINE TWICE THE DIAMETER OF THE R.P. ASSEMBLY)
BE A WATERTIGHT, REINFORCED CONCRETE DOUBLE CHECK VALVE ASSEMBLIES COAT WITH 2 COATS OF BITUMINOUS BASE PAINT
-- •••... STRUCTURE INCLUDING, BUT NOT LIMITED MANUFACTURED IN CONFORMANCE WITH 7. FIRE LINES SHALL BE DESIGNED TO 3. ALL STEEL RODS AND BOLTS SHALL BE 3 4 HOT
'""
.•.., . TO A BILCO LOCKABLE HATCH (STANDARD AWWA C-506, 87 OR LATEST EDITION AND MAINTAIN A RESIDUAL PRESSURE OF 20 /
"'* 4.24). AN APPROVED LADDER, AND A SHALL BE APPROVED BY NCDEHNR, pal MINIMUM ON THE SUPPLY SIDE OF DIPPED GALVANIZED. Lij
"••• GRAVITY DRAIN LINE To D=NG STORM DIVISION OF ENVIRONMENTAL HEALTH. THE VAULT DURING OPERATION.
BAIT I D�+ `vEs� L SEWER OR SHALL BE INSTALLED ABOVE REDUCED PRESSURE BACKFLOW PREVENTER (-
FABRIC R < OF GROUND. VAULT SHALL BE LOCATED AT THE 4. PLANS SHALL BE SUBMITTED IN S. A MINIMUM OF THREE FEET OF COVER
STREET RIGHT-OF-WAY OR AT A LOCATION TRIPLICATE TO THE CITY ENGINEER SHALL BE MAINTAINED OVER FIRE LINES NOT TO SCALE VY )
APPROVED BY THE CITY ENGINEER. PRIOR To CONSTRUCTION. AND SERVICES.
1 E 2. IF 'WET• TAPS ARE TO BE PERFORMED ON 5. ALL VALVES AND FIRINGS SHALL BE
EXISTING MAINS, USE A SOLID CAST IRON SUPPORTED ON MASONRY PIERS AND SHALL
OR STEEL TAPPING SLEEVE PER SECTION BE ELEVATED A MINIMUM OF ONE FOOT
SECTION END VIEW. T-4.05.1. ABOVE FLOOR of VAULT. 13' STANDARD
STANDARD FLARED END SECTIONS INDUSTRIAL FIRE LINE STANDARD (STRIP -PAVED STREETS)
�` MARKED ON TOP
,lnwlui,,.
NOT TO SCALE BELOW GROUND DOUBLE DETECTOR CHECK VALVE VAULT FOR
LETG \..........
..$$% ���1q�'`�
(FIRE LINE ONLY) 18"MAX
�FE 0,�; •, '
N.T.S. THREADS ON NATIONAL STANDARD
SHALL BE BACK OF CURB 24" MAX
SEAL9l
A A FINISHED GRADE PROPERTY LINE 2O15H
4" PUMPER NOZZLE (2)2-1/2" HOSE FN �Q,•
D NOZZLES (ONE S •. G 1 NF ,
µ_me 1 -7" HYDRANT TO BE PLACED
EACH SIDE}HARR\S���%
WITH PUMPER NOZZLE Oa
PLAN VIEW ° ° t-=I 1 1� 11-1 I= a4 u - 11N
1--I1 11I FACING STREET � � C• • p •o •
CURB ° • = CONCRETE COLLAR �0
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CLASS B STONE °' FINISHED GRADE
d ►� ►• o 2E p
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BURY LINE
SECTION A -A FILTER FABRIC •�' " ►- " ►•" "
' a • , e'.:. e : ' • '°'. ' z NOT LESS THAN 7 CU.FT.
e • . ►: . �� , �- F3" C.I. VALVE BOX BROKEN STONE
NOTES: ' ° • • ►'� ( METER
1. "L' IS THE LENGTH OF THE RIPRAP APRON. _ ,
2. 'd"-1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN e. 6" GATE VALVE TURN tO
TO OPEN 4' MIN OR AS
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS 1-1/2" TYPE "K" COPPER METER STOP ra
TO AN ELEVATION OF 6' ABOVE THE MAXIMUM TAILWATER DEPTH OR 70 THE SERVICE TUBING LENGTH AS REQ'D I \%
TOP OF THE BANK, WHICHEVER IS LESS. BRICK SUPPORTS-�{ I AS SHOWN ON PLAN
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE U MN &PROFILE SHEETS CONCRETE BLOCK
RIPRAP ADN SOIL FOUNDATION. (4 EACH)
5. FOR RIPRAP PROTECTION USE CLASS 'B' EROSION CONTROL STONE. : •.
6. APRON TO BE PLACED LEVEL WITH THE TOP SURFACE OF RIPRAP AT SAME MAIN
LEVEL AS SURROUNDING LAND SURFACE - NO OVERFALL SHOULD EXIST. 1-1/2" TYPE "K" COPPER
CULVERT OUTLET PROTECTION/ SERVICE TUBING \ .1 .... r".a'�� CONC. SETTING SLAB
CORPORATION STOP BY PLUMBER am
STONE VELOCITY DISSAPATING APRON KEEP LINE SLACKr�� g
5/8" BRIDLE RODS &ROD COLLARS 1'3"X1'3"X4" THICK pa
NOT TO SCALE COAT WITH 2 COATS OF BITUMINOUS BASE PAINT 6" C.I.P.
NOTE: METER BOX TO BE FURNISHED AND INSTALLED BY UTILITY PAINTING: yZ c
EX. GROUND EX. GROUND CONTRACTOR. SERVICE SADDLES SHALL BE USED ON ALL D.I.P. OR C.I.P. ONLY APPROVED HYDRANT: MUELLER CENTURION ALL HYDRANTS SHALL BE PAINTED WITH o
WATER LINES 4" AND SMALLER IN DIAMETER. OR APPROVED EQUAL RUSTOLEUM #964 FEDERAL SAFETY RED. UJ w w
GRASS CHANNEL \ HYDRANTS SET INSIDE THE CITY SHALL y 0,' IX
\ I-z��-s
SERVICE SADDLE SERVICE SADDLES SHALL ALSO BE USED ON 6" AND LARGER HAVE THE TOPS PAINTED SILVER. Tn O Ud
VARIES 1'-4' eg to r m
PVC WATER MAINS WHICH DO NOT MEET THE REQUIREMENTS OILING: Q; V%
-III III-) I I OF AWWA C-900, CLASS 150. In V A
HYDRANTS SHALL BE OILED/GREASED Q
STANDARD FIRE HYDRANT >'L 1f° s
_-III-I MINIMUM COVER OVER SERVICE LINE SHALL BE 24". AFTER INSTALLATION. = a o W m X t
(I -I 11-III- I -- WATER METERS SHALL NOT BE INSTALLED WITHIN 5' OF NOT TO SCALE
3 I- II III III N cm
ZL
aM Q�
WATER MAIN ANY SEWER CLEAN OUTS NOR WITHIN 5' OF ANY SIDE ( ara 19 Z W
PROPERTY LINE. la
E VALVE Z
1-1/2 WATER SERVICE DETAIL FOR FINISHED GRADE GRASSED AREA a
FLAT BOTTOM OUTLET SWALE CROSS SECTION t2.
NOT TO SCALE 6 Z
AREAS WITH CURB AND GUTTER F, W
;
NOT TO SCALE o ��
� �ff�ll�fl�if �' . �If�fl�il�il�ll (/ z
W Z
4500 psi CONCRETE 4" PVC PIPE W/ CAP
t/2 t- 12 FILL WITH CONCRETE
US Foundry UST-4135-6230 'k " s CONCRETE COLLAR I Of
O
OEM
ELEV. 7.75 EL. 7.88 OR APPROVED EQUAL ' , \° . 3 WIDE MErAI uc s1 E DEraL -I Y MINIMUM 3000 P.S.I. 0 Q
::.:•'TA'�CONCRETE \•� DETECTABLE TAPE iiY:• X' c
�s'-o•-I PRECAST' CONCRETE
COLLAR DETAIL J U Z
ELEV. 7.10 PERMANENT POOL ELEVATION0v(
NOT TO SCALE
VALLEY GUTTER SECTION 2' 2' MIN.
MIN. U LLI
NOTE: = cj� m z
VALVE BOX SWILL NOT BE INSTALLED Q =)
rt IN CURB AND GUTTER. U N O
_I U
FINISHED VALVE BOX SHALL BE CENTERED AND LLJ
PLUMBED OVER VALVE. GATE VALVE W/ BOX & COLLAR CD \e
6" MIN.
NOT TO SCALE Z
RED PAINT
H
4„ LENGTH OF RESTRAINED PIPE LENGTH Q RESTRAINED PIPE = W
PER SECTION 3.4.6.9.1 PER SECTON 3.4.6.9.1 ry
((UV)
FINAL BACKFILL .d..•;;A'.�A'.:":'.. ': �'.'::47.t': A.:'.:.t'4. 'xLc::.�:.4'4'::: a:C::.'.':.7.•AC.•:.': Ar::: ...... M.J. 45-BEND (DIP) ONE JOINT OF DIP L1- �-
ELEV. 3.75 CLEAN-OUT::A:.':::a:::::.:::a::::4:::A::.A °:A:::::a::::ta:::::::::::9:.....4.:.a. )
W/ MECHANICAL RESTRAINT LL
3000 PSI CONCRETE DEICE
GREEN PAINT N.T.S. NOTES: W/. E BE��LIPREST�M ISSUE DOATEO. 9o26/OB
ELEV. 3.0 BOTTOM OF POND & FOREBAY 1. PRECAST CONCRETE BASINS TO DEVICE
NLET/OUTLET BE ALLOWED
M THE BY P RMISSION DRAWN BY: RJL, CLM
INITIAL BACKRLL -►- �' SELECT BACKFlLL 2. IF THE 21" MINIMUM CLEARANCE CHK D BY: HCI-1, Jr.
SPRING LINE 1 IN OPENING OF BOX CAN NOT
BE OBTAINED BY CORBELING THE STORM DUN JOB N0. 05050
HAUNCHING - PIPE GRADE I 1 - ' BEIC SED,CONCRETE SLAB SHALL 12•MIN. DWG. NAME: 05050-RICH
I 3. CONCRETE PIPES SHALL BE CUT SCALE: 1" = 40'
r+'1 ':.' :.'.•..• .. FLUSH WITH INSIDE OF BOX.
M.J. 45-BEND (DIP) W/ MECHANICAL RESTRAINT DEVICE
BEDDING --� 4' MIN. 4. ALL WALLS OF THE CATCH BASIN M.J. 45'Bf:ND (DIP)
•" ' � �' '•' . • � ' � '�'
SHALL BE CONSTRUCTED VERTICALLY. OR CONCRETE THRUST BLOCKING HORIZ: N/A
FOUNDATION - OR MECHANICAL RESTRAINT DEVICE /
(SUITABLE UNDISTURBED EARTH 5. FOR 8'-0" IN HEIGHT OR LESS OR CONCRETE THRUST BLOCKING -/
USE 8" WALL, OVER 8'-0" IN DIP NOTES: VERT: N/A
OPS7 CRUSHED STONE) HEIGHT USE 12" WALL TO 6'-O" PLACE CONC. BLOCKING SUCH THAT IT WILL
FROM TOP OF WALL, AND 8" NOT INTERFERE WITH REMOVAL OF BOLTS.
WALL FOR THE REMAINING 6'-0'. DWG. NO
6. THE POURING OF THE FLOOR SLAB PIPE DIAMETER GREATER THAN 12'SEE GUC ENGINEERING DEPT.
TRENCH SECTION DETAIL FOR THE POND SIDE TO BE ACCOMPLISHED BY USING C-4
INSTALLATION OF PVC PIPE FORMS. PIPE LENGTHS SHALL IN AS REQUIRED
SEDIMENT CLEAN -OUT MARKER DETAIL 1' PYc owFlCE DROP INLET 7. JUMBO BRICKS WILL BE PERMITTED WATER MAIN AND STORM DRAIN CROSSING TO CONSTRUCT CROSSING. .4
NOT TO SCALE NOT TO SCALE IF NOT EXPOSED. NOT TO SCALE ALL JOINTS TO BE RESTRAINED
NOT TO SCALE IN ACCORDANCE WITH MANUAL
SHEET 7 OF 9
0
ii I Li Lilie 1 f T I i:j f
1...1 i 1 •, J IAll L
e n <

I-'
4" 84'-6" `a
30" 81 4"
in
GROUT
BENCH 1
O DIRECTED
� o
� M�J
PLAN A -A
TOP OF GRATE FRAME
TO MATCH GUTTER
36"
W
I-- 5'-0'
SECTION C-C
CAST IRON
FRAME & GRATE
CURB BOX
CURB & GUTTER
TOP VIEW
ALIGN CURB BOX TOP
& FACE OF CURB
GRADE
GROUT
m
~ COMMON BOND
z GROUT 8" BRICK
13: 30"
2
O�
Fes-- 4'-6"
SECTION B-B
TYPICAL STREET CATCH BASIN
NOT TO SCALE
u
KEYED NOTES
Oj
TRAFFIC DIRECTIONAL
SIGN.
0
2"X 2" STEEL TUBE
EXTENDED INTO
CONCRETE FILLED 4"
PIPE.
O3
12"0 CONCRETE
N
FOUNDATION 6"
BELOW FROST LINE
(4 FT. MINIMUM
BELOW FIN. GRADE).
O4
FINISHED GRADE.
0
e
I -
TRAFFIC DIRECTIONAL SIGN
3/4" = V-0" (FREESTANDING)
14
W=2( o,D2 1D +.5) .57735
L!
24" DIA. RIM & COVER 30'�
WT. APPROX. 250#
E W
8" ` A ­18 SECTION Z-Z
O I too
1/2 OF E
w
V
�aci m
n.
a �
�Q
HEADER -�
: COURSES
_I I ro
L1 3" f4 BARS
1n "A SPACED
6" C^ 1-C
< PLAN (V N
00 i
L #4 BAR
T
T
/
4"x6" J
o INLET
EXPANSION
PIPE
OUTLET
JOINT
A
PIPE
... ......
®
SEE NOTE -
�-
:::•..::...:::.:::::..:.
t0
112"I--
SECTION
X-X
KEYED NOTES
Oj 6" 0 STANDARD STL. PIPE
CONCRETE FILLED IN
6
RECEIVING LOCATIONS
INCLUDING UTILITIES,
8 v,
0
TRASH ENCLOSURE, AND
a
SPRINKLER RISERS
9•
(EXCEPTION: 4 0 STL.
m
PIPE AT DRIVE-THRU
AND FRONT WALK).
' ocrPROVIDE
1/4" WELDED
I- v
CLOSURE PLATE AT
a N
BOTTOM. PAINT PIPES
a }
nz
ra_\\
YELLOW. BOLLARDS ON
WALK AND DRIVE-THRU
TO RECEIVE GRAY
,.d 1a".
POLYETHYLENE COVER
a
(FROM IDEAL SHIELD -
d
3
313-842-7290).
20 TOP OF PAVEMENT.
3 24"0 CONCRETE FOUNDATION.
4
O USE SONOTUBE FORM.
I_
O4 3/8"0 WELDED HOOPS.
a.
18"0 TOP, BOTTOM, AND
1_ r I
I
CENTER.
-
O5 SOLID UNDISTURBED SOIL.
5
O PROVIDE PITCH, SMOOTH
6
CONCRETE FINISH.
TYPICAL
PIPE
BOLLARD
3/4"
NOTE: ACCESSIBLE RAMPS
AND CURB RAMPS WHERE
POURING OF A SEPARATE
INTEGRALLY COLORED
CONCRETE IS REQUIRED,
INTEGRALLY
CONCRETE
COLORED
ON INSTALL SHEAR DOWELS
RED
DETECTABLE
WARNING 2'-0" O.C. AND KEYWAYS
SURFACE
TO PREVENT HEAVING OF
RAMPS W/ ADJACENT
SIDEWALK OR CONC.
SURFACE.
"E
PLAN OF DETECTABLE
WARNING
SURFACE
• i<
SECTION OF
PATTERN
`'DOME
IN SURFACE
v
O
0.9" DIA., n
�J
O O
0.2 H.
5 (D 0
>y ::
0
TRIANGULAR
PATTERN SQUARE PATTERN
(EITHER PATTERN IS ACCEPTABLE)
PLAN
OF "DOME STAMP" PATTERN IN SURFACE
CURB RAMPS MUST HAVE A DETECTABLE WARNING
FEATURE EXTENDING THE FULL WIDTH AND DEPTH OF
THE RAMP (MID -WALK "IN -LINE" RAMPS ONLY NEED
DETECTABLE WARNINGS AT WALK/PARKING
TRANSITION). THE DETECTABLE SURFACE MUST
CONSIST OF RAISED TRUNCATED DOMES WITH A
DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF
NOMINAL 0.2 INCHES AND A CENTER -TO CENTER
SPACING OF NOMINAL 2.35 INCHES. THE TEXTURE OF
THE DETECTABLE WARNING FEATURE MUST CONTRAST
WITH THE SURROUNDING SURFACES (EITHER
LIGHT -ON -DARK OR DARK -ON -LIGHT). SEE ABOVE.
LOCAL JURISDICTION
THERE ARE LOCAL JURISDICTIONS THAT SPECIFICALLY
REQUIRE DETECTIBLE WARNINGS ON THE SIDE FLARES
OR TOP OF RAMP (CA.). THERE ARE LOCAL
JURISDICTIONS THAT HAVE REDEFINED DETECTIBLE
WARNINGS (e.g. EXPOSED CONTRASTING COLOR
AGGREGATE, GROOVES IN A PARALLEL OR DIAMOND
PATTERN ETC.). ACCESSIBILITY GUIDLINES DEFINED BY
LOCAL ORDINANCE SHOULD SUPERSEDE WHEN MORE
STRINGENT THAN ADAAG. IN THE ABSENCE OF A
DEFINITION, FOLLOW ADAAG.
NOTES
SEE INSPECTOR FOR MANHOLE RING FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL OVER
8-1/2" ADJUSTMENT IN RESIDENTIAL AREAS. 8'-0" IN HEIGHT USE 12" WALL TO 6'-0" FROM TOP
-'1 - 2" OF WALL, AND 8" WALL FOR THE REMAINING W-0".
FORMED INVERTS ARE REQUIRED FOR QUANTITIES TO BE ADJUSTED ACCORDINGLY.
ALL JUNCTION BOXES. IF HOLLOW CMU'S ARE USED WITH REINFORCING,
#6 BAR `7 ALL EXPOSED CORNERS TO BE CHAMFERED 1". CELLS SHALL BE FILLED WITH 3000 PSI CONCRETE
MINIMUM. (SEE T-2.05.6) REINFORCED BRICK OR
CLASS "B" CONCRETE TO BE USED. CONCRETE MASONRY SHALL BE AS DESIGNED BY
DETAIL OF STEPS THE ENGINEER. DO NOT BACKFILL WALLS FOR 14
FORMS ARE TO BE USED FOR THE DAYS UNLESS DIRECTED OR APPROVED OTHERWISE
CONSTRUCTION OF THE BOTTOM SLAB. BY CITY ENGINEER.
IF PIPE IS SET IN BASE OF BOX, ADD TO
BASE AS SHOWN IN DETAIL Z-Z
ALL JUNCTION BOXES OVER 3'-6" IN DEPTH TO
BE PROVIDED WITH METAL STEPS V-2" ON
CENTERS AS DIRECTED BY ENGINEER.
= FOR ARCH PIPE, "B" WILL BE DETERMINED
BY ADDING 12" TO THE SIZE OF THE PIPE.
ALL MORTAR JOINTS ARE TO BE 1/2-* 1/8"
ALL EXPOSED JOINTS SHALL BE CONCAVE TOOLED.
CONCRETE BRICK MAY BE USED IN LIEU OF CLAY
ELEVATION BRICK.
\) JUMBO BRICK WILL BE PERMITTED IF NOT EXPOSED.
i - PRECAST COVER
I 1
swoomms-1 =
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX 8 PIPE
REINFORCEMENT
BARS'A"
SIZE &
COVER
DIMENSION
CONIC.
IN BASE
BRICK
MASONRY
BRICK
MASONRY
WALL Fr.
DEDUCTIONS
FOR ONE
PIPE CU. YDS.
PIPE
SPAN
WIDTH
NEK;HT
D
A
H
LENGTH
E
F
CU. S.
MIN.H.C.Y.
NT.CU.YD.
C.M.
R.C.
12
2 -0
2 -0
2 -3
12
3 -1
3 -4
3 -4
0.472
0.591
0.263
0.020
0.032
15
0.263
.031
0.047
18
0.296
0.044
0.065
24
0.362
0.078
0.113
30
3 -4
3 -4
3 -9
18
4 -5
4 -8
4 -8
0.807
1.481
0.395
0.122
0.170
36
4 -O
-0
4 -
20
5 -1
-4
5 -4
1.0
1.959
.426
0.176
0.238
42
4 -8
4 -6
4 -
5 -
6 -O
6 -0
1.333
2.503
0.527
0.240
0.323
24
6-1_
6 -4
6 -4
1.
2.940
0.560
0.313
0.422
54
1 5 -8
-8
5 -
I 28
-
10 - 0
i -10
1.729
3.502
0.609
6.396
0.535
60
6 -0
6 -0
6 -
1 28
1 T-1-7
-4
I 7 -4
1 1.992
1 4.113
1 0.658
0.489
0.660
86
a -e
IF-5-
6 -9
30
-7
-10
-10
2.27.5
1 4.778
1 0.708
1 0.591
0.795
M DOWEL
SECTION Y-Y
STANDARD BRICK JUNCTION BOX
(FOR 12" THRU 66" PIPE)
NOT TO SCALE
j OF PARKING STALL
1 KEYED NOTES
PREFABRICATED LATEX OR EPDXY
0MODIFIED CEMENT B"(WI PAVERS)
RESERVED WELDED CAP W/ MORTAR LEVELING
PARKING 2 STAINLESS STEEL COURSE. 3'-0" MIN. OR FULL
m
SCREWS.
1
p� 3 -
8
�.o� STANDARD USDOT R7
O2 SIGN (BOTH SIDES)
�-► APPROVED FOR USE -.
UNDER G.S. 20-37.8
4 GENERAL STATUTE
12x12 TRUNCATED
DOME PAVERS W/
SEALED GROUT JOINTS
N
N
d
O3 2 X 12 STEEL TUBE - SECTION AT CURB RAMP WITH
5 PAINT ENAMEL WHITE ALTERNATE TRUNCATED PAVERS W DOMES
b (FILL W/ CONC.).
~ 6 O4 SUPPLEMENTAL SIGNS,
I , R7-8D PENALTY SIGN TO
ACCOMPANY ALL R7-8
i i i i i i t i OR R7-8A AND
"VAN ACCESSIBLE" SIGN
WHERE APPLICABLE
i FINISHED GRADE.
I L---------- 1 1 L J ,
L--------- -3 L______________I 0 18" DIA. CONCRETE
r ,-6• FOOTER BELOW FROST
� l LINE (4'-0" MIN.).
3- 3"
ACCESSIBLE PARKING 7' 0" SIGN HEIGHT FROM GRADE TO BOTTOM OF SIGN
TO BE UEDCAR
SIGN AND POST (FREESTANDING) TO WALKS PA SESNBYEOR DEUNDER THEAN,MSI N
3/4' = V-0'
IS❑METRIC VIEW
W
SIDEWALK (5' STD.)
_B
STRIP 0.01 (MIN.)
(MIN.) 0D4 (MAX,)
(MORK) z-0.02 (NORM.)
SECTI❑N B-B
SIDEVALK 4,41
'- '
LUKB
TRANSITION
CU H
TRANSITION
GUTTE
VARIABL OPES NOT
EXCEEDTO )
SECTION A -A
ROADWAY ROADWAY
PLAN SYMBOL PLAN SYMBOL
CF
CURB CUT FOR FOR PROPOSED
FUTURE RAMP WHEELCHAIR RAtf
EXPA,S7A
W+A+9'
X
B
5.8'
5.8'
5.0'r
6.8'
6.8'
6.0'r
7.8'
7.3'
6.5'x
[25
8.8'
7.3'
6.5'a'
7.8'
7.8'
5.0'
'
8.3'
8.1'
4.8'
8.8'
8.3'
4�4'
'
9.3'
8.4'
4.1'
9.8'
8.6'
3.8,
5'
14.5j,
10.3'
1 8.7'
3.4'
5'
15.01
10.8'
18.9'1
3.1'
B = X-(A+9'>
B = DISTANCE FROM FRONT EDGE OF S1
TO BACK POINT OF 12.1 (8,33X) SL
■ BACK OF SIDEWALK DROP REQUIRED F
SIDEWALK SLOPES.
■r BACK OF SIDEWALK DROP REQUIRED F
SIDEWALK SLOPES 0.04,
WHEELCHAIR RAMP
NOT TO SCALE
MAA. CQ" KRI)11
(60' MIN. FLOOR WIDTH)
'-6- .. 2'-3• V-9"
V-6•
/ I m
2-1 2. a
so1j Mal
ITI M, m, u
NOTES:
1. PAINT COLOR TO BE "YELLOW"
FOR ARROW AND LETTERS. to
"DRIVE-THRU" AND "STOP" LETTERS 1
TO BE ELONGATED HELEVETICA
MEDIUM - 4" WIDE STROKES.
2. PAINT 2" BLACK OUTLINE AROUND
ARROW AND LETTERS FOR PROJECTS (LJI Iljr�
WITH CONCRETE PARKING LOTS.
PAVEMENT PAINTING
1 /4" - V-0"
NOTE:
ALL CURBS TO HAVE 1/4" EXPANSION JOINTS
AT MAXIMUM 100 FEET WITH DOWELS AND
CONTROL JOINTS AT MAX. 20 FEET.
s"
2"LAROX-_
SLOPE: :•'
1/2" P�'
ASPHALT .:..,
••'.fit :: , ;.,•.s .r �y
::.t..
I2'-0' �{
STANDARD SECTION
SPILL CURB
N.T.S.
TYPE 2
h
LANE WIDTH 01
If
6"
3" RADII
SLOPE: APPROX.
ASPHALT 1/2" PER FT. : Y
f- 2'-61, --i N.T.S.
NOTE:
STANDARD 30" NCDOT STANDARD 30" NCDOT
CURB TO BE USED ALONG CATCH CURB
WEST EHRINGHAUS STREET N.T.S.
6
2" RADII
SLOPE: APPRO
1/2" PER FT. 7:
T
2'-0"
STANDARD SECTION
CATCH CURB
N.T.S.
TYPE 1
L./ LENT'IH VARIES - SEE SfTE PLAN
EQUAL EQUAL g"
5 WASH (2q,-MqXJ•
d n
TYPICAL PERIMETER SIDEWALK
3/4" = V-0"
KEYED NOTES
N/A O COMPRESSIBLE FILLER 0 1/4" TOOLED JOINT
(3/4' MAXIMUM).
0 4" COMPACTED CUT BACK AND O6 6" X 6" #10 W.W.F.
AGGREGATE BASE PROVIDE SEALANT,
O PAVEMENT. TYPICAL, AT ALL
JOINTS WITH FILLER.
4"OX 36"H CONIC. FILLED
STEEL BOLLARD W/
GRAY COLORED
POLYETHYLENE COVER e_o. s'-o"
SLEEVE 5'-4' CLEAR (ADA MN. Is 5'-0.
MAX., 3'-O" MIN. CLEAR
0
ACCESSIBLE PARKING
NOT TO SCALE
=
WALGREENS STANDARD
ACCESSIBLE PARKING
SIGN AND POST W/
VAN ACCESSIBLE SIGN
SEE DETAIL
INTERNATIONAL ACCESS
SYMBOL ON PAVEMENT
&
�o
(n
8
a a
g
Z
O
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T
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a
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ii
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12
0
W
No'
F
p
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W
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ay
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2p
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ri
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14111 11111111111\
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z
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05050
ISSUE
DATE:o9/2s/o6
DRAWN
BY: RJL,
CLM
CHK'D
BY: HCH,
Jr.
JOB NO. 05050
DWG. NAME:05050-RICH
SCALE:
1" = 40'
HORIZ:
N/A
VERT:
N/A
DWG. NO
C-4.5
SHEET
8 OF
9

PAF
�vGNNb`( 6 POgUG)
R"65'B
(100,
MB. 2 PG 33
i
NCGS "PASSPORT"
N. 936885.1471
E. 2810646.206
NC "KING"
W 379.350;
543.53'30 06Xg38) E.28
i0R10 2083.68i
ED TOR-.FA�.00
GOMBIN /
MRS
TAX ARCf� �9q 0 '6 CH;,
AB�`NFD R/lY
LINE
TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L1
N05'56'25"W
15.00'
L10
S55-02'55"W
82JS
L2
N05'56'25"W
15.00'
Ltt
S55'02'55"W
49.50'
L3
N83'23'28"E
11.27'
L12
S21'48'06"E
58.3'
L4
S30-53'46"E
30.56'
L13
S64'48'59"W
15.56'
L5
N19'56'39"W
21.19'
L14
N83'23'28"E
13.45'
L6
N34'59.10"W
44.00'
L15
N71'00'34"E
22637'
L7
S55'00'50"W
20.00'
L8
N55'00'50"E
20.00'
CURVE TABLE
CURVE
BEARING
CHORD
LENGTH
I RADIUS
TANGENT
DELTA
C1
S16'53'36"E
27.32
27.46
77.00
13.88
20*26'11"
C2
N13'58'070E
44.68
48.75
34.00
29.64
82'09'37"
C3
N85'43'11"W
59.45
64.36
47.00
38.38
78.27'47"
C4
516'46'34"W
58.22
62.79
47.00
37.08
76'32'42"
R4(TP) TELEPHONE -PEDESTAL
R/W RIGHT-OF-WAY
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C/L CENTERLINE
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--OHE-- OVERHEAD ELECTRICAL LINE
TREE LINE
OQ
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIP
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40 0 40 80
Scale 1 = 40'
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ISSUE DATE:09/26/06
DRAWN BY: RJL, CLM
CHK'D BY: HCH. Jr.
JOB NO. 05050
DWG. NAME:05050—RICH
SCALE: 1" = 40'
HORIZ: N/A
VERT: N/A
DWG. NO
C-5*1
SHEET 9 OF 9