SW8980707_APPROVED PLANS_20130201

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 qg 07 0-7
DOC TYPE
❑ CURRENT PERMIT
M, APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2013 02 OI
YYYYMMDD

40 CONDO 0\6 vim'
UNITS OR
HOTEL SITE
PHASE 1
Plar.tat0 . on
Sar.dpiper
Ba"
y
Golf

3�yN9' PREVIOUSLY
1 U� SUBDIVSION AND
GOLF COURSE
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40 CONDO
UNITS OR
HOTEL SITE
PHASE I
Sandpiper Bay
71 SINGLE
FAMILY LOTS
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ON ��-va 2s�
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5BAcR`'S '7
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Georg
Golf Plantation

SIB AND
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DD^D^ocn LANDSCAPE FILL (To be graded towards pond)
PROPOSED LANDSCAPE BULKHEAD
BULKHEAD PILING (+2.5' min)
REGULATORY HIGH POND LEVEL
50.07' MSL Approved SW Plan)
NORMAL POND LEVEL (0.0')
W_� (48.0' MSL Approved SW Plan)
\�
� POND
CAiSTING GRASS SLOPE \
(UNDISTURBED)
SECTION VIEW f
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6X6X5'(min) DE MEN ,;; /
11 3/4" 0 H.D.G. TIEBACK RODS W/
H.D.G. NUTS WASHER
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2X8 OR 2X10 V-GROOVE
4X6 WALES
6X6X10' PILINGS 7'
CI--�-_
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2X8X8'
OR
2X10X8'
V-GROOVE
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---=-
4X6 WALES
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FRONT VIEW
This drawing is the property of HOUSTON and ASSOCIATES, P.A.and
is not be reproduced in whole or in part without written permission from
HOUSTON and ASSOCIATES, P.A. (DCopyright 2013
ALL RIGHTS RESERVED
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3/4" 0 H.D.G. TIEBACK RODS W/
-- � H.D.G. NUTS WASHER
4X6 WALES
D• • LDAI
6X6X5'(min)
DEADM N
EXISTING TOP OF BANK
NORMAL POND LEVEL ­,
(48.0' MSL Approved SW Plan)
REGULATORY HIGH POND LEVEL
(50.07' MSL Approved SW Plan)
PLAN VIEW
SCALE: 1"=20'
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT = ;1' MMISSION
I',111ION OF 1,,4v ' QUALITY
GENERAL NOTES: 6„�a A$o1o"1 P9 )t ah­3113
1. All work shall be done in accordance with state and local building codes and
ordinances.
2. All wood pilings shall be installed in strict conformity with Town of Sunset Beach
ordinances and policies.
3. Should site conditions be encountered that are contradictory to design, consult
Engineer for required modifications.
4. Design based on information provided by client, from survey information
provided by Norris & Ward Land Surveying and from available information from
original plans.
5. All stormwater from impervious surfaces shall be directed into the adjacent
stormwater pond by grading or piping.
6. All bulkhead construction shall be landward of the regulatory portion of the
stormwater pond and the existing grassed slope shall remain undisturbed from the
bulkhead to the water surface.
7. Bolts, nuts, and washers shall conform to applicable ASTM
specifications; Bolts - ASTM A-325; Nuts - ASTM A-563;
Washers - ASTM A-436.
8. All nuts, bolts, tiebacks and washers are to be hot -dip ga;vanized.
9. Nails Shall be SS 16p ring shank nails.
T
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LIGHT
POLE
FINISH GRADE
STORM PIPE, SIZE AS NOTED ON PLAN
OUTLET SECTION W/ DEBRIS
MIN SCREEN/ SAFETY GRATE
1C MIN. OR AS
NOTED ON PLAN ,
DRAIN
PIPE
h
E OSTINGLAKE -
�WATER ELEVATION 49.00-
(AT TIME OF SURVEY)
r r r r I
BOTTOM OF LAKE NOT DETERMINED.
-1 CONTRACTOR TO LOCATE BOTTOM
ELEVATION AND INFORM ENGINEER IFJ /
ANY DISCREPANCIES EXIST.
r 36, RCP r �J
OUTFALL
W/RIP-RAP
-� INVERT 47.00, J
ryK
EXISTING 12" PVC TO
REMAIN IN PLACE
ROCK RIP -RAP
(4" TO 8" DIA.)
'JUTE MESH' EROSP
CONTROL FABRIC IN
VEG. CHANNEL SEC'
PIPE BEDDING
COMPACTED SUBGRADE
OUTFALL SECTION FOR PIPE SECTION
NOT TO SCALE
LIGHT
POLE
Lfl
A \
1. SET PORT 8' SPACING AND 2. STAPLE WIRE TO THE POSTS. \
EXCAVATE A 4" X 8" TRENCH TO A HEIGHT OF 1.5' MAX.
UPSLOPE OF THE LINE OF POSTS. 1
(POSTS AT 6' SPACING DOES NOT \
REQUIRE WIRE MESH) \
\
3. ATTACH THE FILTER FABRIC 4. BACKFILL WITH COMPACTED SOIL \
TO THE WIRE FABRIC AND EXTEND OR GRAVEL PLACED OVER FABRIC. \
IT INTO THE TRENCH.
CONSTRUCTION SEQUENCE SEQUENCE: \
1. CLEAR & GRUB AREAS WHERE EROSION AND SEDIMENT
CONTROL DEVICES ARE TO BE PLACED.
2. INSTALL SILT FENCE AND DIVERSIONS. \
3. COMPLETE ROUGH SITE GRADING.
4. FINAL GRADING AND LANDSCAPING STABILIZATION.
5. REMOVE SEDIMENT CONTROLS, SEED AREAS WHERE
DIVERSIONS WERE REMOVED.
MAINTENANCE NOTES: /
L
1. INSPECT SILT FENCE WEEKLY AND AFTER EACH RAINFALL. \
2. REMOVE ACCUMULATED SEDIMENT MEN IT REACHES 1/2 THE HEIGHT
OF THE SILT FENCE. \
3. REPAIR OR REPLACE FABRIC WHEN TORN OR WEATHERED.
CONSTRUCTION OF A SILT FENCE \
NO SCALE
\
\
GRAPHIC SCALE \
30 0 15 30 gO 120 \
( IN FEET) \
1 inch = 30 ft_ \
0
ENCE
TPATH TO
SAW CUT
PATCHED
EX. 8' WIDE
CARTPATH
�� 150 LF OF
36 RCP O
0.68%
SILT
64
62
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56
54
52
50
46
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^XISTING GROUND
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/
TOP OF BANK
/
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TOP OF BANK
\
PIPE _
\
= 0.687
D 36"RCP
------------
01
N
LO
0+00 1+00
OUTLET CONTROL DISCHARGE PIPE
rn, \ PROPOSED —�
\ OUTLET STRUCTURE
INVERT OUT 48.00
EXISTING 12" \ (SEE DETAIL) 2" I -BAR ALUMINUM GRATING
GATE VALVE
BOTTOM OF LAKE NOT DETERMINED.
(" CONTRACTOR TO LOCATE BOTTOM
CP �— ELEVATION AND INFORM ENGINEER IF TOP ELEVATION 53.00'
EXISTING 12" PVC TOANYDISCREPANCIES EXISTING.
REMAIN IN PLACE �J 6" CONCRETE HEADER
W/ TWO (2) - #4 BARS
NORMAL WATER 51.50'
EXISTING LAKE
WATER ELEVATION 52.30NEW 36 RCP (CLASS 3)—
(AT TIME OF SURVEY) INVERT ELEVATION = 48.00'
FIBER
OPTIC
MARKER
64
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58
56
50
46
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Cr 4' x 4' -��
INSIDE DIMENSION
I
la.
18" X 18" SERIES 3000 CAST
IRON SLUICE GATE WITH
HANDWHEEL MANUFACTURED BY
WATERMAN INDUSTRIES, INC.
SEE MANUFACTURE'S
SPECIFICATIONS FOR PARTS LIST.
j,___,�PRECAST CONCRETE BOX
W/ 6" WALLS
12"
NCRETE SLAB
H /j4'S 012" O.C.E.W.
COMPACTED EARTH SUBGRADE
OR STONE BEDDING
r OUTLET STRUCTURE FOR EXISTING LAKE
NO SCALE
NOTES:
1) INSIDE DEMENSIONS OF BOX = 48" MIN.
-EX. 8' WIDE r 2) TOP GATE TO BE SET 53.00'
CARTPATH
3) INVERT OF 36" RCP LEAVING BOX = 48.00'
a1=11
;I-I -
r r-� BEDDING MATERIAL
Y
NOTES:
1) IMPROVED BEDDING MATERIAL SHALL BE CRUSHED STONE OR AGGREGATE.
2 SPECIAL BEDDING MATERIAL SHALL BE LOCAL SAND.
3) ORDINARY BEDDING MATERIAL SHALL BE EXISTING EARTH.
4) MINIMUM DEPTH OF BEDDING MATERIAL SHALL BE 1/4 PIPE DIAMETER.
5) BEDDING MATERIAL SHALL BE SELECTED BASED ON EXISTING SOIL CONDITIONS.
TYPICAL RCP BEDDING
NOT TO SCALE
SITE �JOCIFI
z�` ""
9 G
A t
m
GEORGETOwN ROAD 1
TO CALABASH N.C. HWY 179
LOCATION MAP
GENERAL NOTES
1. THIS PROJECT PROPOSES A CONTROL OUTLET STRUCTURE FOR TWO GOLF COURSE
LAKES LOCATED ON THE SANDPIPER BAY GOLF COURSE. THE GOLF COURSE LAKES
ARE OWNED AND MAINTAINED BY THE SANDPIPER BAY GOLF COURSE.
2. ELEVATIONS WERE PROVIDED BY OUR OFFICE. ELEVATIONS WERE TIED TO
CONTROL POINTS IN SUNSET VILLAGE PROVIDED BY THE OWNER'S SURVEYOR
(NORRIS AND WARD SURVEYORS).
3. CONTOUR INTERVAL = 1 FOOT
4. CONTRACTOR IS TO COORDINATE WITH THE GOLF COURSE MAINTENANCE
DEPARTMENT AS TO WHEN CONSTRUCTION SHALL TAKE PLACE.
STORM DRAINAGE NOTES
1) ALL ELEVATIONS ARE TIED TO CONTROL POINTS IN SUNSET VILLAGE
AS PROVIDED BY THE OWNER'S SURVEYOR.
2) ALL MATERIALS SHALL MEET THE REQUIREMENTS OF THE PROJECT
SPECIFICATIONS AS WELL AS ALL STATE OR LOCAL REQUIREMENTS.
3) RCP SHALL BE CLASS '3' REINFORCED CONCRETE PIPING MEETING
OR EXCEEDING NCDOT SPECIFICATIONS.
4) CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AS -BUILT
INFORMATION TO THE ENGINEER ON THE COMPLETED STORM DRAINAGE SYSTEM.
EROSION AND SEDIMENT CONTROL STABILIZATION PRACTICES
1) ALL EXISTING EROSION AND SEDIMENT CONTROL MEASURES ARE
TO BE MAINTAINED AND ADDITIONAL MEASURES ARE TO BE INSTALLED
AS SHOWN. ADDITIONAL MEASURES MAY BE REQUIRED BY THE ENGINEER
OR APPLICABLE REGULATORY AGENCIES.
2) EXCEPT AS NOTED BELOW 2(A) AND (B), STABILIZATION MEASURES
SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE
WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION
ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR
(A) WHERE THE INITIATION OF STABILIZATION MEASURES BY THE 14TH
DAY AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY
CEASES IS PRECLUDED BY SNOW COVER, STABILIZATION MEASURES SHALL
BE INITIATED AS SOON AS PRACTICABLE.
(8) WHERE CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE
SITE WITHIN 21 DAYS FROM WHEN ACTIVITIES CEASED (E.G. THE TOTAL
TIME PERIOD THAT CONSTRUCTION ACTIVITY IS TEMPORARILY CEASED IS
LESS THAN 21 DAYS) THEN STABILIZATION MEASURES DO NOT HAVE TO
BE INITIATED ON THAT PORTION OF THE SITE BY THE 14TH DAY AFTER
CONSTRUCTION ACTIVITY TEMPORARILY CEASED.
3) ALL AREAS DISTURBED BY CONSTRUCTION NOT COVERED BY STRUCTURES
OR PAVEMENT SHALL BE FINE -GRADED AND GRASSED IN ACCORDANCE WITH
THE SPECIFICATIONS AND AS NOTED.
4) SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN
ACCORDANCE WITH SOIL CONSERVATION SERVICE HANDBOOK, "EROSION
AND SEDIMENT CONTROL IN DEVELOPING AREAS."
5) ALL SLOPES 2:1 OR STEEPER SHALL REQUIRE JUTE MATTING OR
MULCH NETTING OR OTHER MEASURES AS APPROVED BY THE COUNTY
6) CONTRACTOR SHALL, AS NECESSARY, INSTALL SILT FENCING
TO PREVENT EROSION AND SILTATION.
7) CONTRACTOR SHALL INSPECT AND MAINTAIN ALL SEDIMENT CONTROLS
AFTER EACH RAIN EVENT GREATER THAT 0.5" OR WEEKLY, WHICHEVER
IS GREATER.
8) AFTER THE SITE HAS BEEN GRASSED AND STABILIZED TO THE
SATISFACTION OF THE ENGINEER AND APPLICABLE REGULATORY AGENCIES,
THE TEMPORARY SEDIMENT FENCE AND CONSTRUCTION ENTRANCE SHALL
BE REMOVED.
9) THE CONTRACTOR SHALL REMOVE SEDIMENT FROM THE SEDIMENT
BASINS/PONDS AT SUCH TIME THAT IT REACHES A DEPTH OF 1.0 FEET
ABOVE THE DESIGN BOTTOM ELEVATION OF THE BASIN.
10) ALL AREAS CALLING FOR RIP -RAP SHALL HAVE A LAYER OF
FILTER FABRIC PLACED BELOW THE RIP -RAP.
CONSTRUCTION SEQUENCE
1) INITIAL CLEARING AND GRUBBING SHALL FOCUS UPON CLEARING THESE
AREAS NECESSARY FOR SEDIMENT & EROSION CONTROLS. WASTE MATERIAL
IS TO BE HAULED OFF -SITE TO A SUITABLE AND APPROPRIATE AREA FOR
DUMPING.
2) AFTER THE SEDIMENT CONTROLS HAVE BEEN COMPLETED TO THE
SATISFACTION OF THE ENGINEER AND APPLICABLE REGULATORY AGENCIES
THE REMAINING CLEARING AND GRUBBING OPERATIONS SHALL BEGIN.
3) DEWATERING OF UPPER LAKE IN ORDER TO INSTALL OUTLET STRUCTURE.
4) INSTALLATION OF STORM DRAIN PIPING. - -
5) BACKFILL STORM DRAIN PIPE AND FINAL GRADING.
6) LANDSCAPING, BERMS AND GRASSING TO ORIGINAL CONDITIONS.
7) AFTER THE ABOVE ITEMS HAVE BEEN COMPLETED TO THE SATISFACTION
OF THE ENGINEER AND REGULATORY AGENCIES, THE SILT FENCING SHALL
BE REMOVED AS WELL AS OTHER TEMPORARY SEDIMENT STRUCTURES AS
MAY BE DIRECTED BY THE ENGINEER, AND APPLICABLE REGULATORY
AGENCIES.
8) SEDIMENT DEVICES, DRAINAGE STRUCTURES SHALL BE INSPECTED AT LEAST
ONCE EVERY SEVEN DAYS AND SHALL BE INSPECTED AND CLEANED OUT
AS NECESSARY AFTER EACH RAINFALL EVENT DURING THE CONSTRUCTION
PERIOD FOR THE PROJECT.
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W.O. No. 1074-1
Scale 1" = 30'
Date 06/26/03
Drawn By BLS
Checked By JRP
Approved By JRP
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THIS DRAWING AND THE DESIGN
SHOWN THEREON IS THE PRO-
PERTY OF ROBERT L. BELLAMY
AND ASSOCIATES, INC. THE
REPRODUCTION, COPYING, OR USE
OF THIS DRAWING WITHOUT
THEIR WRITTEN CONSENT IS
PROHIBITED AND ANY INFRINGEMENT
WILL BE SUBJECT TO LEGAL
ACTION. ©2003 R.L.B.
ROBERT L
BELLAMY AND -.
ASSOCIATES, INC.
NO. C-2281
�N C A R0N
Q�pF ES3�Otir�
SEAL
26695
9-
ti
Drwg. No.
C1
Sheet 1 Of 1
Plan File No. 628-H
1

J �J
LIGHT
POLE
SEXISEXI3NG LAKE
WATER ELEVATION 49.00J r I
(AT TIME OF SURVEY)
BOTTOM OF LAKE NOT DETERMINED. J
CONTRACTOR TO LOCATE BOTTOM
,J ELEVATION AND INFORM ENGINEER IFJ
ANY DISCREPANCIES EXIST.
36" RCP
OUTFALL J
W/RIP-RAP
INVERT 47.00/—,
EXISTING 12" PVC TO
REMAIN IN PLACE
FINISH GRADE
STORM PIPE, SIZE AS NOTED ON PLAN
OUTLET SECTION W/ DEBRIS
t1i
5'MIN SCREEN/ SAFETY GRATE
10' MIN. OR AS ROCK RIP —RAP #
NOTED ON PLAN (4" TO 8" DIA.) LIGHT
DRAIN POLE
PIPE 'JUTE MESH' EROSION
CONTROL FABRIC VEG. CHANNEL SECC TION
\ � PIPE BEDDING
\\� COMPACTED SUBGRADE
OUTFALL SECTION FOR PIPE SECTION
NOT TO SCALE
a
\\ ��vot
\ V4
jq
1. SET POST AT 8' SPACING AND 2. STAPLE WIRE TO THE POSTS. \
EXCAVATE A 4" X 8" TRENCH TO A HEIGHT OF 1.5' MAX.
UPSLOPE OF THE LINE OF POSTS. \
(POSTS AT 6' SPACING DOES NOT
REQUIRE WARE MESH) \
3. ATTACH THE FILTER FABRIC 4, BACKFILL WITH COMPACTED SOIL \
TO THE WARE FABRIC AND EXTEND OR GRAVEL PLACED OVER FABRIC. \
IT INTO THE TRENCH.
CONSTRUCTION SEQUENCE: \
1. CLEAR do GRUB AREAS WHERE EROSION AND SEDIMENT
CONTROL DEVICES ARE TO BE PLACED.
2. INSTALL SILT FENCE AND DIVERSIONS. \
3. COMPLETE ROUGH SITE GRADING.
4. FINAL GRADING AND LANDSCAPING STABILIZATION.
5. REMOVE SEDIMENT CONTROLS, SEED AREAS WHERE
DIVERSIONS WERE REMOVED.
MAINTENANCE NOTES: L
1. INSPECT SILT FENCE WEEKLY AND AFTER EACH RAINFALL.
2. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/2 THE HEIGHT
OF THE SILT FENCE. \
3. REPAIR OR REPLACE FABRIC WHEN TORN OR WEATHERED.
CONSTRUCTION OF A SILT FENCE \
NO SCALE \
\
GRAPHIC SCALE \
\
( IN FEET)
1 inch = 30 ft. \
EX. 8' WIDE
CARTPATH
FENCE
tTPATH TO
SAW CUT
PATCHED
150 LF OF
36' RCP O
0.68%
SILT FENCE
64
62
58 r
C
a
C
56
54
52
50
iLM
46
AAlTlIf �dY
ILOU
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'i00r
+Mj
EXISTING GROUND
/\
¢�z
/
TOP OF BANK
I /
\
J
Q
TOP OF BANK
\
0
PIPE _
= 0.68%
D = 36"RCP
m
to
C�
LO
LO
0+00 1+00
OUTLET CONTROL DISCHARGE PIPE
ED
\ �J OUTLET OTRUPROPCTURE
INVERT OUT 48.00 —
EXISTING 12" J \ (SEE DETAIL)
GATE VALVE - �'J �J �� 2" I —BAR ALUMINUM GRAT
BOTTOM OF LAKE NOT DETERMINED.
CONTRACTOR TO LOCATE BOTTOM TOP ELEVATION 53.00'
�— ELEVATION AND INFORM ENGINEER IF
EXISTING 12" PVC TO ANY DISCREPANCIES EXISTING.
�JREMAIN IN PLACE / � 6" CONCRETE HEADER—
�J W/ TWO (2) — #4 BARS
NORMAL WATER 51.50'
EXISTING LAKE
WATER ELEVATION 52.30� —� NEW 36" RCP (CLASS 3)—
(AT TIME OF SURVEY) INVERT ELEVATION = 48.0(
FIBER\OPTIC
El
MARKER
64
62
�7
58
0
0
? 54
z>
n?
46
18" X 18" SERIES 3000 CAST
IRON SLUICE GATE WITH
HANDWHEEL MANUFACTURED BY
WATERMAN INDUSTRIES, INC.
SEE MANUFACTURE'S
SPECIFICATIONS FOR PARTS LIST.
PRECAST CONCRETE BOX
W/ 6" WALLS
12"
CONCRETE SLAB
WITH #4'S 012" O.C.E.W.
COMPACTED EARTH SUBGRADE
OR STONE BEDDING
r OUTLET STRUCTURE FOR EXISTING LAKE
NO SCALE
NOTES:
�J 1) INSIDE DEMENSIONS OF BOX = 48" MIN.
X. 8' WIDE r 2) TOP GATE TO BE SET 53.00'
CARTPATH
3) INVERT OF 36" RCP LEAVING BOX = 48.00'
BEDDING MATERIAL
' � Y
8
Eg
g��4nR�
NOTES:
1) IMPROVED BEDDING MATERIAL SHALL BE CRUSHED STONE OR AGGREGATE.
2 SPECIAL BEDDING MATERIAL SHALL BE LOCAL SAND.
3) ORDINARY BEDDING MATERIAL SHALL BE EXISTING EARTH.
4) MINIMUM DEPTH OF BEDDING MATERIAL SHALL BE 1/4 PIPE DIAMETER.
5) BEDDING MATERIAL SHALL BE SELECTED BASED ON EXISTING SOIL CONDITIONS.
TYPICAL RCP BEDDING
NOT TO SCALE
SITE
n
0
m
9 0
m r
A
m
D
t
A
C1.
GEORGETOWN ROAD
TO CALABASH N.C. HWY 179
LOCATION MAP
GENERAL NOTES
1. THIS PROJECT PROPOSES A CONTROL OUTLET STRUCTURE FOR TWO GOLF COURSE
LAKES LOCATED ON THE SANDPIPER BAY GOLF COURSE. THE GOLF COURSE LAKES
ARE OWNED AND MAINTAINED BY THE SANDPIPER BAY GOLF COURSE.
2. ELEVATIONS WERE PROVIDED BY OUR OFFICE. ELEVATIONS WERE TIED TO
CONTROL POINTS IN SUNSET VILLAGE PROVIDED BY THE OWNER'S SURVEYOR
(NORRIS AND WARD SURVEYORS).
3. CONTOUR INTERVAL = 1 FOOT
4. CONTRACTOR IS TO COORDINATE WITH THE GOLF COURSE MAINTENANCE
DEPARTMENT AS TO WHEN CONSTRUCTION SHALL TAKE PLACE.
STORM DRAINAGE NOTES
1) ALL ELEVATIONS ARE TIED TO CONTROL POINTS IN SUNSET VILLAGE
AS PROVIDED BY THE OWNER'S SURVEYOR.
2) ALL MATERIALS SHALL MEET THE REQUIREMENTS OF THE PROJECT
SPECIFICATIONS AS WELL AS ALL STATE OR LOCAL REQUIREMENTS.
3) RCP SHALL BE CLASS '3' REINFORCED CONCRETE PIPING MEETING
OR EXCEEDING NCDOT SPECIFICATIONS.
4) CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AS —BUILT
INFORMATION TO THE ENGINEER ON THE COMPLETED STORM DRAINAGE SYSTEM.
EROSION AND SEDIMENT CONTROL STABILIZATION PRACTICES
1) ALL EXISTING EROSION AND SEDIMENT CONTROL MEASURES ARE
TO BE MAINTAINED AND ADDITIONAL MEASURES ARE TO BE INSTALLED
AS SHOWN. ADDITIONAL MEASURES MAY BE REQUIRED BY THE ENGINEER
OR APPLICABLE REGULATORY AGENCIES.
2) EXCEPT AS NOTED BELOW 2(A) AND (B), STABILIZATION MEASURES
SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE
WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION
ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR
(A) WHERE THE INITIATION OF STABILIZATION MEASURES BY THE 14TH
DAY AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY
CEASES IS PRECLUDED BY SNOW COVER, STABILIZATION MEASURES SHALL
BE INITIATED AS SOON AS PRACTICABLE.
(8) WHERE CONSTRUCTION ACTIVITY WALL RESUME ON A PORTION OF THE
SITE WITHIN 21 DAYS FROM WHEN ACTIVITIES CEASED (E.G. THE TOTAL
TIME PERIOD THAT CONSTRUCTION ACTIVITY IS TEMPORARILY CEASED IS
LESS THAN 21 DAYS) THEN STABILIZATION MEASURES DO NOT HAVE TO
BE INITIATED ON THAT PORTION OF THE SITE BY THE 14TH DAY AFTER
CONSTRUCTION ACTIVITY TEMPORARILY CEASED.
3) ALL AREAS DISTURBED BY CONSTRUCTION NOT COVERED BY STRUCTURES
OR PAVEMENT SHALL BE FINE —GRADED AND GRASSED IN ACCORDANCE WITH
THE SPECIFICATIONS AND AS NOTED.
4) SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN
ACCORDANCE WITH SOIL CONSERVATION SERVICE HANDBOOK, "EROSION
AND SEDIMENT CONTROL IN DEVELOPING AREAS."
5) ALL SLOPES 2:1 OR STEEPER SHALL REQUIRE JUTE MATTING OR
MULCH NETTING OR OTHER MEASURES AS APPROVED BY THE COUNTY
6) CONTRACTOR SHALL, AS NECESSARY, INSTALL SILT FENCING
TO PREVENT EROSION AND SILTATION.
7) CONTRACTOR SHALL INSPECT AND MAINTAIN ALL SEDIMENT CONTROLS
AFTER EACH RAIN EVENT GREATER THAT 0.5" OR WEEKLY, WHICHEVER
IS GREATER.
8) AFTER THE SITE HAS BEEN GRASSED AND STABILIZED TO THE
SATISFACTION OF THE ENGINEER AND APPLICABLE REGULATORY AGENCIES,
THE TEMPORARY SEDIMENT FENCE AND CONSTRUCTION ENTRANCE SHALL
BE REMOVED.
9) THE CONTRACTOR SHALL REMOVE SEDIMENT FROM THE SEDIMENT
BASINS/PONDS AT SUCH TIME THAT IT REACHES A DEPTH OF 1.0 FEET
ABOVE THE DESIGN BOTTOM ELEVATION OF THE BASIN.
10) ALL AREAS CALLING FOR RIP —RAP SHALL HAVE A LAYER OF
FILTER FABRIC PLACED BELOW THE RIP —RAP.
CONSTRUCTION SEQUENCE:
1) INITIAL CLEARING AND GRUBBING SHALL FOCUS UPON CLEARING THESE
AREAS NECESSARY FOR SEDIMENT do EROSION CONTROLS. WASTE MATERIAL
IS TO BE HAULED OFF —SITE TO A SUITABLE AND APPROPRIATE AREA FOR
DUMPING.
2) AFTER THE SEDIMENT CONTROLS HAVE BEEN COMPLETED TO THE
SATISFACTION OF THE ENGINEER AND APPLICABLE REGULATORY AGENCIES
THE REMAINING CLEARING AND GRUBBING OPERATIONS SHALL BEGIN.
3) DEWATERING OF UPPER LAKE IN ORDER TO INSTALL OUTLET STRUCTURE.
4) INSTALLATION OF STORM DRAIN PIPING.
5) BACKFILL STORM DRAIN PIPE AND FINAL GRADING.
6) LANDSCAPING, BERMS AND GRASSING TO ORIGINAL CONDITIONS.
7) AFTER THE ABOVE ITEMS HAVE BEEN COMPLETED TO THE SATISFACTION
OF THE ENGINEER AND REGULATORY AGENCIES, THE SILT FENCING SHALL
BE REMOVED AS WELL AS OTHER TEMPORARY SEDIMENT STRUCTURES AS
MAY BE DIRECTED BY THE ENGINEER, AND APPLICABLE REGULATORY
AGENCIES.
8) SEDIMENT DEVICES, DRAINAGE STRUCTURES SHALL BE INSPECTED AT LEAST
ONCE EVERY SEVEN DAYS AND SHALL BE INSPECTED AND CLEANED OUT
AS NECESSARY AFTER EACH RAINFALL EVENT DURING THE CONSTRUCTION
PERIOD FOR THE PROJECT.
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W.O. No. 1074-1
Scale 1" = 30'
Date 06/26/03
Drawn By BLS
Checked By JRP
Approved By JRP
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THIS DRAWING AND THE DESIGN
SHOWN THEREON IS THE PRO-
PERTY OF ROBERT L BELLAMY
AND ASSOCIATES, INC. THE
REPRODUCTION, COPYING, OR USE
OF THIS DRAWING WITHOUT
THEIR WRITTEN CONSENT IS
PROHIBITED AND ANY INFRINGEMENT
WILL BE SUBJECT TO LEGAL
ACTION. ©2003 R.L.B.
Z
ROBERT L
BELLAMY AND
ASSOCIATES, INC.:
NO. C-2281
Q-
Q�pF ESS/0i-'rG
Tom.
SEAL
26695
ti'1'G I NEF'
Drwg. No.
C1
Sheet 1 Of 1
Plnn File- No- R2R—H

I f'
S:
mi
r....._ !.__... r..._
_/ r
r- -r---- !-_.... f_.. ..
.._./ r --- --
f.. ._./ r._----- f.._...-/ F-.------/ r ..._-./
71NG LMO=
r ----- WATER ELEVATION 40.00--'
(AT TIME OF SURVEY)
F,,
BOTTOM OF LAKE NOT DETERMINED.
CONTRACTOR TO LOCATE BOTTOM
ELEVATION AND INFORM ENGINEER F_J I '
ANY DISCREPANCIES 00ST. I
36's RCP
OUTFALL
W/RIP—RAP v'X
r— r-M11ERT 47.001—'
f/
�Y
EXISTING it PVC TO
REMAIN PLACE
r.------ r..._J f..-.-/ r------
FINISH GRADE
STORM PIPE, SIZE AS NOTED ON PLAN
OUTLET SECTION W/ DEBRIS
MIN SCREEN/ SAFETY GRATE
10' MIN. OR AS
NOTED ON PLAN
DRAIN
PIPE
ROCK RIP -RAP
(4TO 8' DIA.)
'JUTE MESH' ER(
CONTROL FABRIC
VEG. CHANNEL SI
PIPE BEDDING
COMPACTED SUBGRADE
OUTFALL SECTION FOR PIPE SECTION
NOT TO SCALE
TEE BOX
ur,=-
TEE
TEE BOX
VA
1. SET POST AT 8' SPACING AND 2. STAPLE WIRE TO THE POSTS. \ 4
EXCAVATE A 40 X 8' TRENCH TO A HEIGHT OF 1.5' MAX.
UPSLOPE OF THE LINE OF POSTS. \
(POSTS AT 6' SPACING DOES NOT
REQUIRE WIRE MESH) \
3. ATTACH THE FILTER FABRIC 4. BACKFILL WITH COMPACTED SOIL \
TO THE WIRE FABRIC AND EXTEND OR GRAVEL. PLACED OVER FABRIC. \
IT INTO THE TRENCH.
CONSTRUCTION SEQUENCE, \
1. CLEAR k GRUB AREAS WHERE EROSION AND SEDIMENT
CONTROL DEVICES ARE TO BE PLACED.
j 2. INSTALL SILT FENCE AND DIVERSIONS. \
3. COMPLETE ROUGH SITE GRADING.
4. FINAL GRADING AND LANDSCAPING STABILIZATION.
5. REMOVE SEDIMENT CONTROLS, SEED AREAS WHERE
DIVERSIONS WERE REMOVED. /
MAINTENANCE NOTES: L
r 1. INSPECT SILT FENCE WEEKLY AND AFTER EACH RAINFALL
2. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/2 THE HEIGHT
[ OF THE SILT FENCE. \
y 3. REPAIR OR REPLACE FABRIC WHEN TORN OR WEATHERED.
Li
CONSTRUCTION OF A SILT FENCE \
S NO SCALE \
GRAPHIC SCALE
x a 1s 30 so ix
3 1 1 1 1\
e
L
( IN FEET ) \
j' 1 inch = 30 & \
r
f�
EXISTING 12'
GATE VALVE
n
EX. 8' VIDE
CARTPATH
•150 LF OF
36' RCP O
06M
64
62
so
58 c
a
56
54
52
48
r,
t1. .,, _7,
,�
O
80*
+q~
EXISTING GROUND
TOP OF BANK
TOP OF BANK
\
PIPE L\
= 0.681C
D - 360RCP
F77
ae
in
N
ui
a
0+00 1+00
OUTLET CONTROL DISCHARGE PIPE
PROPOSED
\�
OUTI.IET STRUCTURE
/
r—'INVERT OUT 49LOO
DETAIL.)
2' 1-BAR ALUMINUM GRATI
r BOTTOM OF LAKE NOT DETERMINED.
CONTRACTOR TO LOCATE BOTTOM
TOP ELEVATION 53.00'
r4MATM AND INFORM ENGINEER IF
XISTING 1Y
PVC TO ANY DISCREPANCIES EXISTING.
J
-
AIN IN
EM AI N
r—� �-�
PLACE r
6 CONCRETE HEADER
r---/
W/ TWO (2) - /4 BARS
NORMAL WATER 51.50'
,. r- -/
r—r r_.—! r—J �__.• �MNITER ELEVATION 52.30�
r—r r - r r--i
NEW 36' RCP (CLASS 3)-
}
(AT TIME OF S1RWO
INVERT ELEVATION 48.O(
,y
r
W.. . .
i
t:LT
m*
Bo
58
56
0
ra
-Z 54
c>
n?
52
50
11111111LIJ
18m X 18' SERIES 3000 CAST
IRON SLUICE GATE WITH
HANDWHEEL MANUFACTURED BY
WATERMAN INDUSTRIES, INC.
SEE MANUFACTURE'S
SPECIFICATIONS FOR PARTS UST.
PRECAST CONCRETE BOX
W/ 6- WALLS
12M
NCRETE SLAB
H #4'S 012' O.C.E.W.
COMPACTED EARTH SUBGRADE
OR STONE BEDDING
I
OUTLET STRUCTURE FOR EXISTING LAKE
NO SCALE
NOTES:
1) INSIDE DEMENSIONS OF BOX - 48' MIN.
EX. 8' WIDE ,-• - r--J r --' r -� 2) TOP GATE TO BE SET 53.00'
CARTPATH
3) INVERT OF 36- RCP LEAVING BOX = 48.00'
9•A"
BEDDING MATERIAL
5
NOTES:
1) IMPROVED BEDDING MATERIAL SHALL BE CRUSHED STONE OR AGGREGATE.
2 SPECIAL BEDDING MATERIAL SHALL BE LOCAL SAND.
3) ORDINARY BEDDING MATERIAL SHALL BE EXISTING EARTH.
4) MINIMUM DEPTH OF BEDDING MATERIAL SHALL BE 1/4 PIPE DIAMETER.
5 BEDDING MATERIAL SHALL BE SELECTED BASED ON EXISTING SOIL CONDITIONS.
TYPICAL RCP BEDDING
NOT M SCALE
GEORGE7DMN ROAD `
10 CALABASH N.C. HWY 170
LOCATION MAP
NO SCALE
GENERAL NOTES
1. THIS PROJECT PROPOSES A CONTROL OUTLET STRUCTURE FOR TWO GOLF COURSI
LAKES LOCATED ON THE SANDPIPER BAY GOLF COURSE. THE GOLF COURSE LAKES
ARE OWNED AND MAINTAINED BY THE SANDPIPER BAY GOLF COURSE.
2. ELEVATIONS WERE PROVIDED BY OUR OFFICE. ELEVATIONS WERE TIED TO
CONTROL POINTS IN SUNSET VILLAGE PROVIDED BY THE OWNER'S SURVEYOR
(NORRIS AND WARD SURVEYORS).
3. CONTOUR INTERVAL = 1 FOOT
4. CONTRACTOR IS TO COORDINATE WITH THE GOLF COURSE MAINTENANCE
DEPARTMENT AS TO WHEN CONSTRUCTION SHALL TAKE PLACE.
STORM DRAINAGE NOTES
1) ALL ELEVATIONS ARE TIED TO CONTROL POINTS IN SUNSET VILLAGE
AS PROVIDED BY THE OWNER'S SURVEYOR.
2) ALL MATERIALS SHALL MEET THE REQUIREMENTS OF THE PROJECT
SPECIFICATIONS AS WELL AS ALL STATE OR LOCAL REQUIREMENTS.
3) RCP SHALL BE CLASS 'S REINFORCED CONCRETE PIPING MEETING
OR EXCEEDING NCDOT SPECIFICATIONS.
4) CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AS -BUILT
INFORMATION TO THE ENGINEER ON THE COMPLETED STORM DRAINAGE SYSTEM.
EROSION AND SEDIMEEN'P CONTROL STADILZATION PRACTICES
1) ALL EXISTING EROSION AND SEDIMENT CONTROL MEASURES ARE
TO BE MAINTAINED AND ADDITIONAL MEASURES ARE TO BE INSTALLED
AS SHOWN. ADDITIONAL MEASURES MAY BE REQUIRED BY THE ENGINEER
OR APPLICABLE REGULATORY AGENCIES.
2) EXCEPT AS NOTED BELOW 2(A) AND (B), STABILIZATION MEASURES
SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE
WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION
ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR
(A) WHERE THE INITIATION OF STABILIZATION MEASURES BY THE 14TH
DAY AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY
CEASES IS PRECLUDED BY SNOW COVER, STABILIZATION MEASURES SHALL
BE INITIATED AS SOON AS PRACTICABLE.
(8) WHERE CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE
SITE WITHIN 21 DAYS FROM WHEN ACTIVITIES CEASED (E.G. THE TOTAL
TIME PERIOD THAT CONSTRUCTION ACTIVITY IS TEMPORARILY CEASED IS
LESS THAN 21 DAYS) THEN STABILIZATION MEASURES DO NOT HAVE TO
BE INITIATED ON THAT PORTION OF THE SITE BY THE 14TH DAY AFTER
CONSTRUCTION ACTIVITY TEMPORARILY CEASED.
3) ALL AREAS DISTURBED BY CONSTRUCTION NOT COVERED BY STRUCTURES
OR PAVEMENT SHALL BE FINE -GRADED AND GRASSED IN ACCORDANCE WITH
THE SPECIFICATIONS AND AS NOTED.
4) SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN
ACCORDANCE PATH SOIL CONSERVATION SERVICE HANDBOOK, EROSION
AND SEDIMENT CONTROL IN DEVELOPING AREAS'
5) ALL SLOPES 20 OR STEEPER SHALL REQUIRE JUTE MATTING OR
MULCH NETTING OR OTHER MEASURES AS APPROVED BY THE COUNTY
6) CONTRACTOR SHALL, AS NECESSARY, INSTALL SILT FENCING
TO PREVENT EROSION AND SILTATION.
7) CONTRACTOR SHALL INSPECT AND MAINTAIN ALL SEDIMENT CONTROLS
AFTER EACH RAIN EVENT GREATER THAT 0.5' OR WEEKLY, WHICHEVER
IS GREATER.
8) AFTER THE SITE WAS BEEN GRASSED AND STABILIZED TO THE
SATISFACTION OF THE ENGINEER AND APPLICABLE REGULATORY AGENCIES,
THE TEMPORARY SEDIMENT FENCE AND CONSTRUCTION ENTRANCE SHALL
BE REMOVED.
9) THE CONTRACTOR SHALL REMOVE SEDIMENT FROM THE SEDIMENT
BASINS/PONDS AT SUCH TIME THAT IT REACHES A DEPTH OF 1.0 FEET
ABOVE THE DESIGN BOTTOM ELEVATION OF THE BASIN.
10) ALL AREAS,CALLING FOR RIP -RAP SHALL HAVE A LAYER OF
FILTER FABRIC PLACED BELOW THE RIP -RAP.
CONSTRUCTION SEQUENCE:
1) INITIAL CLEARING AND GRUBBING SHALL FOCUS UPON CLEARING THESE
AREAS NECESSARY FOR SEDIMENT A EROSION CONTROLS. WASTE MATERIAL
IS TO BE HAULED OFF -SITE TO A SUITABLE AND APPROPRIATE AREA FOR
DUMPING.
2) AFTER THE SEDIMENT CONTROLS HAVE BEEN COMPLETED TO THE
SATISFACTION OF THE ENGINEER AND APPLICABLE REGULATORY AGENCIES
THE REMAINING CLEARING AND GRUBBING OPERATIONS SHALL BEGIN.
3) DEWATERING OF UPPER LAKE IN ORDER TO INSTALL OUTLET STRUCTURE.
4) INSTALLATION OF STORM DRAIN PIPING.
5) BACKFILL STORM DRAIN PIPE AND FINAL GRADING.
6) LANDSCAPING, BERMS AND GRASSING TO ORIGINAL CONDITIONS.
7) AFTER THE ABOVE ITEMS HAVE BEEN COMPLETED TO THE SATISFACTION
OF THE ENGINEER AND REGULATORY AGENCIES, THE SILT FENCING SHALL
BE REMOVED AS WELL AS OTHER TEMPORARY SEDIMENT STRUCTURES AS
MAY BE DIRECTED BY THE ENGINEER, AND APPLICABLE REGULATORY
AGENCIES.
8) SEDIMENT DEVICES, DRAINAGE STRUCTURES SHALL BE INSPECTED AT LEAST
ONCE EVERY SEVEN DAYS AND SHALL BE INSPECTED AND CLEANED OUT
AS NECESSARY AFTER EACH RAINFALL EVENT DURING THE CONSTRUCTION
PERIOD FOR THE PROJECT.
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W.O. No. 1074-1
Scale 1' - 30'
Date 06/26/03
Drawn By BLS
Checked By JRP
Approved By JRP
d ca
ca
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15
THIS DRAWING AND THE DESIGN
SHOWN THEREON IS THE PRO-
PERTY OF ROBERT L BELLAMY
AND ASSOCIATES, INC. THE
REPRODUCTION, COPMK OR USE
OF THIS DRAWING WITHOUT
THEIR WRITTEN CONSENT IS
PROHIBITED AND ANY INFRINGEMENT
WILL BE SUBJECT TO LEGAL
ACTION. 02003 RL.B.
ROBERT L
BELLAMY &
ASSOCIATES, INC.;
NO. C00769
v+
CA 1,0
VN
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00
PROF •
Fyc
v
20964
Drwg. No.
ci
Sheet 1 Of 1
Plan File No. (p p1
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f; ADWG\97034\Snp-cvr, dwg Tue Aug 04 15 09:50 1998
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WASTEWATER
repeo
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N00'47'36"E
24
LAKE
6
S8 392.�!
'-14'47.E
LAKE
N / F
Gore Properties
MC. R, PG. 23
MB. 16, PG. 25
N
N89'23`1�.
Williamson
591 / 201
Brunswick Electric i Membership Cor��yyy
R/1f Euemeat
I NAAIi'1'fYPJ
7.4 awls"
37 - 10 UNIT
CONDOMINIUMS
PHASE I
29.08t ACRES
//'7
AREA
8
r
,
0
PROP.
PUMP
STATI(
vMA
` \ MAINTENANCE
q BLDG
\JI
NO2 440
231.08'
N20001'05'E
119.23'
S80.26'00'E
332.90'
0
N25.45'580E
379.29'
A. uo .
.c3',�
51'370E Nv it
g716
ryµ.98'
•ter
LAKE
11
NOTE:
ADDITIONAL AREAS TO BE
RELEASED PER HYDROLOGY STUDY.
DENSITY NOT TO EXCEED 4
LOTS/ACRE. (SEE NOTE 3)
349 - 60'xl30'
SINGLE FAMILY
RESIDENTIAL LOTS
PHASE II THRU VIII
122.67t ACRES
LAKE © N�
a:
N / F
Gore Properties
MC. R, PG. 23
/CAKE\ 1
-1 c�' 0 70 - 62'xl3O'
e►�`t' SINGLE FAMILY
RESIDENTIAL
LOTS
1W PHASE 1
\ ?i_ 25.43t ACRES
SITE INFORMATION:
TMS # 22700024
ZONING: R-7500
GOLF HOLES 1-18 ARE EXISTING
HOLES 19-27 ARE PROPOSED
FLOOD ZONE: BASED ON BRUNSWICK COUNTY FLOOD INSURANCE RATE MAPS
THIS PARCEL APPEARS TO BE IN FLOOD ZONE C.
DEVELOPMENT SUMMARY:
WITH HOTEL
NUMBER
OF LOTS/
UNITS
GARDEN LOTS
70'xl25' MIN.
56
= 56
SINGLE FAMILY LOTS
60'xl3O' MIN.
420
= 420
SINGLE FAMILY LOTS
60'xl3O' MIN. (SEE NOTE 3)
152
= 152
15 UNIT CONDOMINIUMS
16
= 240
10 UNIT CONDOMINIUMS
41
= 410
60 ROOM HOTEL SITE
= 60
TOTAL NUMBER OF UNITS
1338
ACREAGE SUMMARY:
DEVELOPMENT SUMMARY'
WITH 40 CONDO UNITS
NUMBER
OF LOTS/
UNITS
GARDEN LOTS
70'025' MIN.
56
= 56
SINGLE FAMILY LOTS
60'030' MIN.
420
= 420
SINGLE FAMILY LOTS
60'x130' MIN. (SEE NOTE 3)
152
= 152
15 UNIT CONDOMINIUMS
16
= 240
10 UNIT CONDOMINIUMS
45
= 450
TOTAL NUMBER OF UNITS
1318
ACREAGE SUMMARY:
TOTAL ACRES: 530.07t TOTAL ACRES:
530.07t
TOTAL RESIDENTIAL USE: 250.79t TOTAL RESIDENTIAL USE:
250.79t
TOTAL COMMERCIAL USE: 16.78t TOTAL COMMERCIAL USE:
16.78t
TOTAL RECREATIONAL USE: 170.65t TOTAL RECREATIONAL USE:
170.65f
TOTAL OPEN SPACE: 79.46t TOTAL OPEN SPACE:
79.46t
DENSITY, 2.52 UNITS/ACRE DENSITY:
2.49 UNITS/ACRE
NOTE:
1. RECREATIONAL AREAS INCLUDE LAKES, GOLF COURSE AND AMENITY AREAS.
2. OPEN SPACE INCLUDES WETLAND AREAS, AND OTHER AREAS AS SHOWN. r
i
j�
r
i
3. THE LOT AND GOLF COURSE LAYOUT FOR THIS AREA IS CONCEPTUAL AND IS
SUBJECT TO CHANGE. A HYDROLOGY STUDY IS CURRENTLY ONGOING IN AREAS
;-
A, B, C AND D, WHICH COULD RESULT IN AN ADDITIONAL 38 ACRES BEING
RELEASED FOR DEVELOPMENT. THE ADDITIONAL LOTS WILL NOT EXCEED A DENSITY
OF 4 LOTS/ACRE.
4. ALL UTILITIES WILL BE PROVIDED ADEQUATE EASEMENT LOCATION AND WIDTHS AS
REQUIRED BY UTILITY COMPANIES.
)W\
MB. 16, PG. 25 N3V02'590E \
166.11
q
N1T07'01'W
304.01'
OE:
NOTE:
ADDITIONAL AREAS TO BE ti�
RELEASED PER HYDROLOGY STUDY. 2
DENSITY NOT TO EXCEED 4
LOTS/ACRE. (SEE NOTE 3)
o �0
? 16 - 15 UNIT
/) 16 CONDOMINIUMS
'z ) PHASE III & IV
16.21 t ACRES
a
17i 6; is
14�?B7 4 - 10 UNIT
CONDOMINIUMS
�% 13 PHASE II
2 & 3.73t ACRES
i 11 10 9 7R.
J
S8P10'490E
1103.46'
46��y
4CJ �
/ 1
q Sas'eW
94_ .-__9 -__ 794.78
�3ACt
40 CONDO
UNITS OR
HOTEL SITE
PHASE I
U
n
O❑®000' z
BEMC
488 / 202 / a_
485 / 160 \\
594 / 80 j O
I r- -
_155
R�2�SR 1163 60
00
_L1��I�11 iQJ" O\d eor9etoWr
+t
56 - 70'xl25' 1
GARDEN LOTS
PHASE I
28.62t ACRES
w
�(N, 16.78t ACRES
COMMERCIAL SITE
PHASE I
\ EXISTING ZONING
� r
AREA A,
1 � .
N 79'32'S9"1/
95.27'
Location Map
rj,1-1
IN 1103 (01D @01Gi WN RUD)
TO CALAIMM
No Scale
BOUNDARY LINE TABLE
NUMBER
DIRECTION
DISTANCE
L1
N
31'35'35"
W
102.55'
L2
N
26'17'50"
W
135.97'
L3
N
25'33'45"
E
59.96'
L4
N
82'08'23" E
139.29'
L5
N
81'09'00"
E
159.73'
L6
N
80'10'31"
E
159.00'
L7
N
78'09'42"
E
157.68'
L8
N
76'24'45"
E
157.94'
L9
N
75'28'13"
E
156.66'
L10
N
78*43'11"
E
155.90'
L11
N
82'47'55"
E
79.57'
L12
N
86 29'57"
E
157.42'
L13
N
89'33'53"
W
157.75'
L14
N
87'21'00"
W
157.53'
L15
N
87'54'16"
W
108.52'
L16
N
88'40'07"
W
101.98'
L17
N
89'56'20"
W
168.78'
L18
N
87'10'26"
E
104.63'
L19
N
84'13'54"
E
104.22'
L20
N
79'01'09"
E
160.86'
L21
N
75'02'14"
E
112.99'
1 SANDPIPER BAYDRIVE
2 ROYAL ABERDEEN COURT
3 NORTHSANDPIPER CLUB DRIVE
4 PRESTWICK COURT
5 TURNBERRYDRIVE
6 TROON COURT
7 PIORTMARIVOCK COURT
8 MURIFIELD DRIVE
9 NORTHBERWICK COURT
10 EASTLOTHIANDRIVE
11 GULLANE COURT
GRAPHIC SCALE
1 inch 400 ft
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SCALE:
I' - 400'
JOB
NO,
970M
DESIGNED BY:
CVD
DRAWN BY:
CVD
QIEQCED BY:
JGT
DATE:
4 19/98
REVISION:
ONOTE ADDED PER COtM W
5/12/98 CVD.
OPER CLIENT
8/3/98 CVD
_; G•'�E Sf-
A.
SFAL
= 2 � 6 7 2
SHEET NUMBER
1 of
18

ry
•
EX.
LAKE
WSE _
53.20
J W . ,
I V
GRAVEL FILTER
RUNOFF W/
SEDIMENT
WIRE SCREEN
WIRE SCREEN
,r FLTERED WATER
f-
POSTS O 10'-0' O.C. (MAX.)
,r FABRIC FILTER ,
WARE FENCING
SILT FENCE
N.T.S.
k^1:7w7*:[ 4
FABRIC FILTER
TRENCH
POST
Q
NOTE.
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE ROCK & GRAVEL FILTER
MAINTAINED UNTIL. LOT IS GRADED AND AROUND ONSITE
TURF IS ESTABLISHED. DRAINAGE STRUCTURES �c r
— (IF APPUCABLE) V.
-- ----- ------ SET FENCE ALONG
CRITICAL LINE v-
10 W
` Z
/ LAKE �� • Q I
WSE r
\ - - - - - - - 1 \ EX. CB 53.20
RIM 55.7 ' ���• - - ----- 1����•� ' _
- - - - - INV. 53.85 ����►...... 100��.��
SILT FENCE (TYP.) rIlsOF
C"* '
q VT
d - L.
3+19.19----•
EX. CB BEGIN REMOVAL
INV. 54.27
RIM 5 OF EXIST PAYT
► ALONG r
TEMP.
ACCESS/
►SILT FENCE
�A w 164L
� WETLAKIDS �
(IF APPUCABIE)
V. W.v. '
V.
V.
MARSH
V.
W.
W.
LINE vV. V.
100000,
N�
ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST
ONCE EVERY SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT
OF GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24
HOUR PERIOD. ALL SEDIMENT CONTROL FEATURES SHALL BE
MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED.
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE
IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN
14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE
SITE HAS TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN
THAT PORTION OF THE SITE WALL RESUME WITHIN 21 DAYS.
PROVISIONS FOR A GROUND COVER SUFFICIENT
TO RESTRAIN EROSION MUST BE ACCOMPLISHED
WITHIN 30 WORKING DAYS OR 120 CALENDAR
DAYS FOLLOWING COMPLETION OF CONSTRUCTION
OR DEVELOPMENT, WHICHEVER PERIOD IS SHORTER.
RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES
FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION.
INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING
LOT CONSTRUCTION OR PROVIDE AN INDIVIDUAL PLAN MEETING
SECTION R.72-307 OF THE STORM WATER MANAGEMENT AND
SEDIMENT REDUCTION ACT REQUIREMENTS.
NOTES:
1. SEE SHEET 4 FOR ADDITIONAL NOTES.
LEGEND
FIRE HYDRANT
t
POST HYDRANT
Ak
m
GATE VALVE
SINGLE WATER SERVICE
DOUBLE WATER SERVICE
CATCH BASIN
p
SEWER MANHOLE
SPOT ELEVATION
32.00
DRAINAGE ARROW
— --
WATER UNE---�
— - - —
- - — DRAINAGE UNE
SEWER LINE
SINGLE SEWER SERVICE
DOUBLE SEWER SERVICE
—TB —TB
—TB— TOP OF BANK
—BB —BB
—BB— TOP OF BANK
om
2. ALL PROPOSED DRAINAGE STRUCTURES SHALL SEQUENCE OF CONSTRUCTION
HAVE A 1' SUMP UNLESS OTHERWISE NOTED. 1. IMPLEMENTATION OF SEDIMENT CONTROLS (SILT FENCE, SEDIMENT FILTERS ETC.)
S. NO WETLANDS EXIST ON TRACT - F, AREA 1.
2 CLEARING & GRUBBING OF SITE
3. ROUGH GRADING OF SITE STABILIZE CUT/FILL SLOPES WITH VEGETATION.
4. INSTALLATION OF UNDERGROUND UTILITIES NI: STORMDRAIN ONES. (THE STORM DRAINS
WILL BE USED FOR CONVEYANCE OF STORMWATER BUT WILL BE PROTECTED FROM
SEDIMENTATION BY SILT FENCE AND/OR ROCK k GRAVEL FLTERS).
5. CONSTRUCTION OF ROADWAY.
8. SITE LANDSCAPING.
7. FLUSHING OF STORM DRAIN ONES, EXCAVATION R REMOVAL OF SEDIMENTS IN
SWALES AND DITCHES.
B. REMOVAL OF SEDIMENT CONIROLS.
NOTE:
CONTRACTOR TO ENSURE ACCESS IS
PROVIDED TO THE CLUBHOUSE AND
MAINTENANCE AREAS DURING ALL
PHASES OF CONSTRUCTION.
i
-------------=-
EDGE OF EX CART PAT{
Scale I" = 50'
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= 50'
JOB NO.
97034
DESIGNED BY:
CVD
DRAWN BY:
CVD
CHECKED BY:
JGT
DATE: 8/3/98
REVISION:
C
Q
ucr".L
23672
0,y kN,GiN
'' G• T0 -
,111 0I
SI 4-I0)
SHEET NUMBER:
3of18
LLJ
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24
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INV25
LLMLLSrL-r..«a
GRAVEL FILTER
WARE SCREEN
WARE SCREEN
,r FILTERED WATER
RUNOFF W/
SEDIMENT
DROP INLET
WITH GRATE
BLOCK & GRAVEL SMUENT FILTER
N.T.S.
LEGEND
EXISTING
DESCRIPTION
PROPOSED
FIRE HYDRANT
t
POST HYDRANT
A
D4
GATE VALVE
SINGLE WATER SERVICE
DOUBLE WATER SERVICE
{�
CATCH BASIN
Q
SEWER MANHOLE
SPOT ELEVATION
32.00
DRAINAGE ARROW
- - -
WATER LINE
- - -
- - - - - -
- DRAINAGE LINE
SEWER LINE
SINGLE SEWER SERVICE
DOUBLE SEWER SERVICE
-T8-TB18-
TOP OF BANK
-BB-BBBB-
TOP OF BANK
CONTOUR
SWALE -
. . . - . . . -
10
SEQUENCE OF CONSTRUCTION
26 1. IMPLEMENTATION OF SEDIMENT CONTROLS (SILT FENCE, SEDIMENT FILTERS, ETC.)
ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST 2. CLEARING & GRUBBING OF SITE.
`.\ ONCE EVERY SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT
50OF GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24 3. ROUGH GRADING OF SITE. STABILIZE CUT/FILL SLOPES WITH VEGETATION.
\ REMOVE EXIST. ASPHALT do HOUR PERIOD. ALL SEDIMENT CONTROL FEATURES SHALL BE
BASE COURSE `0 MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. a. INSTALLATION OF UNDERGROUND UTILITIES &STORM DRAIN LINES. (THE STORM DRAINS
27 ,`�. WILL BE USED FOR CONVEYANCE OF STORM WATER BUT WILL BE PROTECTED FROM
SEDIMENTATION BY SILT FENCE AND/OR ROCK & GRAVEL SEDIMENT FILTERS).
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE
IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE 5. CONSTRUCTION OF ROADWAY.
49TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 6. SITE LANDSCAPING.
28 \\ \\ / 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE
SITE HAS TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN 7. FLUSHING OF STORM DRAIN LINES, EXCAVATION & REMOVAL OF SEDIMENTS IN
�•-� THAT PORTION OF THE SITE WILL RESUME WITHIN 21 DAYS. SWALES AND DITCHES.
*# \ \ 8. REMOVAL OF SEDIMENT CONTROLS.
Nz PROVISIONS FOR A GROUND COVER SUFFICIENT
J 29 TO RESTRAIN EROSION MUST BE ACCOMPLISHED
WITHIN 30 WORKING DAYS OR 120 CALENDAR VEGETATIVE STABILIZATION:
- ! 3O 1. SOIL TYPE: LEON
DAYS FOLLOWING COMPLETION OF CONSTRUCTION 2. RECEIVING WATERCOURSE: DROWNED BAY
'Ilk
40 OR DEVELOPMENT, WHICHEVER PERIOD IS SHORTER. CLASSIFICATION OF WATER COURSE: C SW
3. SOIL PREPARATION:
w . \ RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES A. DURING GRADING OPERATIONS, ALL STONES,
€� ; �� '_■i `` / \ FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. STAKES, WIRES, ETC., THAT MAY BE A HINDRANCE
BL INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING TO MOWING OPERATIONS SHALL BE REMOVED.
B. THE SEED BED SHALL BE OF LOOSE SOIL.
LOT CONSTRUCTION OR PROVIDE AN INDIVIDUAL PLAN MEETING IF NECESSARY, LIGHT TILLING SHALL BE DONE TO
47 % 39 ,wa ` �� \ \ SECTION R.72-307 OF THE STORM WATER MANAGEMENT AND BREAK UP CRUSTS AND PROVIDE ENOUGH LOOSE
y;'`"� SEDIMENT REDUCTION ACT REQUIREMENTS. SOIL TO COVER THE SEED.
` \ / C. TOPSOIL SHALL BE GRADED TO FINISHED GRADES
32 �`�� A , AS SHOWN ON PLANS.
3, ` NOTES: D. FERTILIZER, LIME AND MULCH SHALL BE UNIFORMLY
33.3 `. 1. SEE SHEET 3 FOR ADDITIONAL NOTES AND DETAILS. DISTRIBUTED IN THESE QUANTITIES:
38 `��`� FERTILIZER:
/ 2. ALL DRAINAGE STRUCTURES SHALL HAVE A 1' SUMP TYPE: FS O-F-241
41
REMOVE \ UNLESS OTHERWISE NOTED. AMOUNT: IN A PROPORTION NECESSARY TO
\ E)aST. CS
\ TO ELIMINATE ANY DEFICIENCIES OF
SEQUENCE OF CONSTRUCTION FOR LAKE CROSSING: TOPSOIL
1. PLACE TEMP. EARTH BERMS: LIME: \� ■ L�.I TLAMOUNT: 3000 LBS/ACRE
■ 10' WIDE TOP WITH 2.1 SLOPE TO BOTTOM OF EXIST LAKE 69 Les/1000 SF
EX.T. 7n `iu RE1HO� 18` CpP = CONTRACTOR TOMINIMIZESEDIMENTATION DISTURBANCE OF LAKE. MULCH:
������ 2 PLACE SOIL EROSION TYPE: WOOD FIBER
(n QONTROL DEVICES.
42 AMOUNT: 2 TONS/ACRE
REMOVE EXIST. ASPHALT -�' - 3 DRAIN LAKE CROSSING AREA BY PUMPING WATER INTO GOLF
& BASE COURSE $ -',,' �■ 92 LBS/1000 SF
- COURSE IRRIGATION LAKE. a. GRASSING:
4. REMOVE EXISTING CART BRIDGE. HYDROSEEDING:
5. EXCAVATE FOOTING AREA OF RETAINING WALL MINIMUM 2AND PLACE MIX PER ACRE:
'
PLANTING DATES AUG. 15-FEB. 28
CLEAN BACKFILL.
r
■ ^� ■ W 1200 LBS WOOD FIBER MULCH
.r f� ��.,. Z 6. PLACE 57 STONE MIN. 1' UNDER PIPE -ARCH AND ALONG THE SIDES TO 400 LBS 10-10-10 (FS 0-F-241)
43 `' �� - THE RISE LINE OF THE PIPE -ARCH. 15 LBS RYE GRAIN OR GERMAN MILLET SEED
J 90 LBS COMMON BERMUDA (HULLED)
7. CONSTRUCT WATERLINE CROSSING (SEE UTILITY PLAN FOR DETAIL). 80 LBS SERICEA LESPEDEZA (UNHULLED, UNSCARIFIED)'
RELO--' ATED
CARTPATH■ = CONSTRUCT SEWER CROSSING (BY OTHERS).
' 8. CONSTRUCT BLOCK RETAINING WALL. PLANTING DATES MARCH 1-AUG. to
WOOQ 9. BACKFILL LAKE CROSSING TO 100% COMPACTION. (MODIFIED PROCTOR). 1200 LBS 10-1 FIBER MULCH
aoo LBS 0-10-10 (Fs o-F-241)
44 - - 10. REMOVE TEMP. EARTH BERMS AND ALL SEDIMENTATION IN LAKE SO 60 LBS COMMON BERMUDA (HULLED)
THAT IT IS RESTORED TO ITS ORIGINAL CONDITION. 50 LBS SERICEA LESPEDEZA (SCARIFIED)*
11. HYDROSEED LAKE EMBANKMENT IMMEDIATELY UPON REMOVAL OF NOT REQUIRED ON SHOULDERS, MEDIANS, ETC. AND SLOPES
--- ____-'� / \ / ■ EARTHEN BERMS.
UNDER 5' IN HEIGHT.
EOG�R�FPN� // \\ �/ ■ 12. RESTORE GOLF COURSE VEGETATION TO ITS ORIGINAL CONDITION. SEEDING:
-_ EX CP,MIX PER ACRE:
I USE SEED MIXTURE ABOVE AND HAY STRAW MULCH.
REMOVE EXIST. ASPHALT
RELOCATED 3 BASE COURSE
CART PATH
a.• � -
OCFl TER GRAVEL )) (REMOVE) `
(SEE DETAIL) RIM 56.15 -
INV. 54.73
REMOVE EXIST. TEMP. EARTH
\ U 334 Fp `FF CART PATH & BERM. TO BE
35 GF o BRIDGE REMOVED UPON
• \ \ N F i COMPLETION OF
■ / Fk C`�:___ LAKE CROSSING
■ i / / EXIST.
LLI
LLJ ■ RR IM 5713 TRAP. CART PATH. Cam° *��� r / r
N INV. 5258 _ TO BE REMOVED AFTBASE COURSE ER
■ _ , ^ - • COMPLETION
CR F LAKE
� ' J
v
777,
Ins
Liz
,z
■ i; �' (REMOVE) '�`
LEI • _ + -+ i i o w n
_ 1
ong
U I r goal
�
• REMOVE ----' i
• EXST. CB 1 50 0 50 100 150
RIM 55.95 r 1 1 TEMP. EARTH
INV. 54.30 -` r i EX. LAKE 1 BERM. TO BE
' \ REPLACE r 1 WSE = 53.2 i REMOVED UPON
\ WITH C8 4 \ END i i i COMPLETION OF " - SD'
PAVT I LAKE CROSSING SCONE
REMOVAL
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SCALE:
I" = 50'
JOB NO.
91034
DESIGNED BY:
CVD
DRAWN BY:
CVD
4HECKED BY:
JGT
DATE:
8/3/98
REVISION:
I GENERAL
5/I8/98
2 PER NCDENR
7/8/98
3 LAKE CROSSING I1/I7/98
II�1�I9t�
SHEET NUMBER:
4 of
18
i

55
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EXIST.
CL
........
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.._
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.......
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PROP. CL ELEV.
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SANDPIPER BAY DRIVE
SCALE: HORZ.: 1"=50'
VERT.: 1 "=5'
2+00 3+00 4+00 0+vu o+vu ,+vu a+vv a+uu 1u+uu 11+uu 1Z+oo 13+DO 14+00 15+00
55
c
a
LC
SEE ABOVE
FOR GRADING OF
CUL-DE-SAC
EXIST. CL ELEV.
..............................................................................................
............... ...............
................
...............
PROP.
...............
CL ELEV.
................
...
w
�
x
o
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mr:
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n
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0 rn
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m
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pj
+
M
i( +
N
+
V)
in
+
N
+
pppp
�n
0+00 1+00
ROYAL ABERDEEN CT.
SCALE: HORZ.: 1"=50'
VERT.: 1 "=5'
2+00
55
65
55
" C-�
d Q�
07
C �
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0
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a C
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V•
SCALE: AS
SHOWN
JOB NO.
97034
DESIGNED BY:
CVD
DRAWN BY:
CVD
CHECKED BY:
DATE:
4/20/98
REVISION:
1 PER 'CLIENT
8/4/98
`off N CA*10
SEAL
23672
1 _
i
� % ct
g-4 6Io
SHEET NUMBER:
7 of
18
U'
i

65
55
PVI STA 16+75
PA ELEV = 61.00
A.D. _ -1.64
K 61.15
100.00' VC
_
.. . _�... _ ......EXIST. CL ELEV. .. .. .... - .y .... .. - ........ _ .1......... .. .......... ...... ..-. ......... ... ....... ... .
_ _... _.. 0:50% _... _.. _.. 1..35R._. .. ..... ... ... ...... _..
r PPICL ELEV.
� I I I I I I I I I I I I I I I I I I I I I
>
a
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15+00 16+00 17+00 16+vV 1 w+vv Zv+vv z r +vv cc+w 4or vu [v+vu
65
55
SEE ABOVE
FOR GRADES
cv+vu
411uu
LO+vv
...............
.....
- ........................
...............
...............
................
................
...............
...............
...............
...............
CL
......... EX........ ELEV........
..... ..........................
_
...............
-
................................
_
..........................................................
_
...............
...........
.....
-
..........................................................................................................
...............
................................
...............
PROP.
................................
CL ELEV.
.......................................................................
...............
................................
...............
...........
...............
...............
...o.a.....
................ ...............
..a. ... .. ...............
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...............
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+ ++ +
+
+
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w
0+00 1 +00
NORTH SANDPIPER CLUB DRIVE
SCALE: HORZ.: 1'=50'
VERT.: 1 "=5'
2+00
3+GO
4+00
5+00
65
55
65
.E
55
vnv ortv=nvo Yv c i L — _ _
lJ
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SCALE: AS
SHOWN
JOB NO.
97034
DESIGNED BY:
CVD
DRAWN BY:
CVD
CHECKED BY:
DATE:
4/20/98
REVISION:
1 PER CLIENT
8/4/98
````i�rn nrrrrr aiii
i
I- AL
_
- 23-,72
f -
. 0 N
ti ••
r•
SHEET NUMBER:
8of18

0
75.00' VC 75.00'
VC
75.00' VC
PA STA = 37+33.65 PVI STA =
38+38
PVI STA = 39+29.67
PM ELEV = 56.50 PVI ELEV = 60.00
PAELEV = 55.75
65
65
EXIST. CL ELEV.
... .....
...
..
....
....
........
..
60
-
60
PROP. CL
ELEV.
55
11'1 "x7'O"x46'
ALUMINUM
55
-
d
d
PIPE- ARC
I
'
-
W.S.E. 53.2
ir
as
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n
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SCALE: HORZ.: 1 "=50'
Ln 0
+ (n +
f6 0 6— Q (6 M p (O un Q I� n n 0 00 M
(n + (n + a Ln + m m + a Ln+ N + u0 +
c, n 00
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+ n +
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VERT.: 1 "=5'
37+00 38+00
39+00
40+00
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JOB NO.
97034
DESIGNED BY:
CVD
DRANk'N BY:
CVD
CHECKED BY:
DATE:
4/20/98
REVISION:
1 PER CLIENT
8/4/98
2 LAKE CROSSING
11/17/98
Of-- ( I
Q
nl
SHEET NUMBER:
9 of
18
C�

I
00
m
mu
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60
60
PROP. GROUND
EXIST.
GROUND
/ 10" PVC
SEWER
55
G
55
EX. LAKE
1 50%
W:S.E. = 53:20
_133 LF 18" CPP
ttR
LF
50
0.50%
50
CPP
WM = 49.8 1
0+00
DRAINAGE LINE "A"
SCALE: HORZ.: 1"=50'
VERT.: 1 "=5'
1+00
2+00
w
Z
J
X �
W N
N N
0,0"m
boa
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m+Jm>1
p
EXIST. GROUND 0oaar?N
60
PROP. GR
IUND
55 55
10 YR HGL -
10" PVC
SEWER
EX.. 24" RCP
50--- — — 50
0+00
DRAINAGE LINE "B"
SCALE: HORZ.: 1"=50'
VERT.: 1 "=5'
N
m
m 0
Opp
N N
mi(1N
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65
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65
EXIST. GROUND
_
PROP.
GROUND
�..
PROP. GROUND
EXIST GROUND
i
-
60
60
60
60
r
- - -
156 LF
18' CPP O 0.30%
1
156 LF ® 0.20% 18 CPP
_ .
68 LF 18" CPP _ _ _
® u.4a%
53 LF
10 YR HGL
28 LF
- - -
10 YR HGL
z
28 LF
®0.20%.
00.209
.
_ - f
.® 0.30% _
18" CPP
_ _
_ _
15" RCP.
55
18' RCP
55
55
155
TOP OF 12"
10" PVC
SEWER
50
50
0+00
1+00
2+00
DRAINAGE LINE "C"
SCALE: HORZ.: 1"=50'
VERT.: 1 "=5'
0+00 1+00 2+00
DRAINAGE LINE "D"
SCALE: HORZ.: 1"=50'
VERT.: 1"=5'
1 n
' �Nm�
' t0
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65
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GROUND
.1...
...
..
..
I
1
60
If
60
EXIST.
GROUND
I
-
TOP OF 12"WM
o ?
0»
_
10 YRHGL
WM = 56.7
M�TOP
�" ..
T
OF 12"WM
....1SE—It
= 55.93 ....
. —
__
11_
55
.—.—.—.—.——.—.—._.__.—.
55
EXIST.
—
. _ . —
. _ . —
__
i
_
—.—.—
—'—'—
_
216 LF ®0.30% 24"CPP
WSE
53.2E
- — '
—
192 LF ®0.30% 30"CPP
156
LF ®0.30%
24"CPPVAJ
_
_'
....
324 LF ® 0.30% 36"CPP
..
..
.....
28 LF
.....
..
.....
0.87% 36"CPP.....
.... ......
...
..
....
..
........
® 1�10%
304 LF ®
28 LF.�
_
®1.o0%
50
114 LF ® 0.32% 36"CPP
24"CP
0+00
1+00
2+00 3+00 4+00
5+00 6+00
7+00 8+00
9+00
10+00
11+00 12+00
13+00
DRAINAGE LINE "E"
SCALE: HORZ.: 1"=50'
VERT.: 1"=5'
m
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o
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DRAINAGE LINE "F"
SCALE: HORZ.: 1"=50'
VERT.: 1 "=5'
0+00 1+00
DRAINAGE LINE "G"
SCALE: HORZ.: 1"=50'
VERT.: 1 "=5'
M M r
I N
m N n
N N
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GROUND
1
1
�
I
10 YR
PROP.
GROUND
47
LF
28 LF 24"CPP
O 0.75%
24"CPP
10" PVC
SEWER
0+00
DRAINAGE LINE "H"
SCALE: HORZ.: 1"=50'
VERT.: 1 "=5'
60 F�v
60
TOP OF12"....WM = 58.1 .. EXIST. ...
GL 0 YR,HGL GROUND
55 55
142 LF
1.00% 18"CPP
50 50
0+00 1+00
DRAINAGE LINE 99
1"
SCALE: HORZ.: 1"=50'
VERT.: 1 "=5'
2+00
O
N I 1
N
I
L0
1
10
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<
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PROP.
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mIQ-m>>
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ow3w21
GROUND
�,oaN
+N�Q>
10W iti2
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UNa ZZN
UNo_zN
60
60
60
KEYSTONE(R) BLOCK
.....
PROP.
a, I
... RETAINING WALL
I
I I I
GROUND
"PIPE-ARCH
(SEE DETAIL)
.. .
..
.... ......
...
...(BY OTHERS)
r.I..KEYSTONE(R)
...BLOCK
RETAINING
GR
XIST.
UND
555
5rJ
11'1"xT0"x46' I 1
+ I WALL (SEE DETAIL)
10 YR
GL
ALUMINUM
(BY OTHERS)
WSE=58.2
...
•.
..
W.S.E.=53.2
PIPE -ARCH ...
W S.E.=53.2..
®
1.00% 18"CPP
\ n
117 LF
28 LF
.....
EXIST.
LAKE.BOTTOM
.�;...
- ...
1 12' .
.........
® 1.60%
GROUND
18"RG
50
50
2'
50
.. 12" _
57-STONE
12"
57-STONE
CLEAN
FILL
--
... ...
___.CLEAN
FILL...
..... ..
45
45
145
0+00 1+00
DRAINAGE LINE "J" DRAINAGE LINE "K" DRAINAGE LINE "K"
SCALE: HORZ.: 1"=50' SCALE: HORZ.: 1"=50' END VIEW
VERT.: 1 "=5' VERT.: 1 "=5'
SCALE: HORZ.: 1"=50'
N
V
m 00
N
c�
0
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c`J C-�
a
cn I
v
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W
U
a
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SCALE:
AS
SHOWN
JOB NO.
97034
DESIGNED BY:
CVD
DRAWN BY:
CVD
CHECKED BY:
DATE:
4/20/98
REVISION:
1 PER OWNER
8/3/98
2 UNES E-I
10/13/98
3 UNES E-1
11/17/98
Ii�l�-`ab
SHEET NUMBER:
10 of
18

�J
i
/ A/N�q
18+w 7
RIIM sans
AVY. AV 4944
Avg our 4s 34
52
m
51
��. 44
9
/
45
22
Ja 23
'1.
\' b
24
Jo Jy .
�0J�.
50 v
i�
49
ryas 45
47
i
42
4�0 ti
s?�
c�7,a
43
41
26
39
RAI
37
36
NOTE:
PROTECTIVE BARRICADE TO BE PLACED A
MINIMUM OF 10' FROM BASE OF TREE PLUS
AN ADDITIONAL 1' FOR EACH ADDITIONAL
1" DBH GREATER THAN 10" DBH. ALL WORK
DONE WITHIN PROTECTIVE BARRICADES IS TO
BE DONE BY HAND AND LIGHT EQUIPMENT.
EXISTIr
TO RE
UTILITY NOTES
1.
ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND
SITE WORK SPECIFICATIONS.
2.
ALL NECESSARY PERMITS AND APPROVALS FROM AGENCIES GOVERNING THIS
WORK SHALL IE SECURED PRIOR TO BEGINNING CONSTRUCTION.
3.
EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS
PRIOR TO ANY CONSTRUCTION. ANY DEVIATIONS FROM THE DESIGN LOCATIONS
SHALL BE REPORTED TO THE OWNER OR ENGINEER PRIOR TO CONSTRUCTION.
4.
CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER
AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS AREA ACHIEVED, AS WELL
AS COORDINATING WITH THE REGULATORY AGENCIES AS TO THE LOCATION AND
SCHEDULING OF THE TIE-INS/CONNECTIONS TO THEIR FACILITIES.
5.
THE SITE WORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL
UNDERGROUND UTILITIES WITH HIS WORK, ALL UNDERGROUND UTILITIES (WATER,
SANITARY SEWER, STORM SEWER, ELECTRICAL CONDUIT, IRRIGATION SLEEVES,
AND ANY OTHER MISCELLANEOUS), SHALL BE IN PLACE PRIOR TO THE PLACEMENT
OF BASE COURSE MATERIAL
6.
NEW WATER LINES ARE TO BECOME PART OF THE COUNTY OF BRUNSWICK PUBLIC UTILITIES
AND SEWER AUTHORITY SYSTEM. ALL WATER & SEWER CONSTRUCTION SHALL MEET OR
SYSTEM. NEW SEWER LINES TO BECOME PART OF 714E 904 GEORGETOWN TREATMENT FACILITY. ALL
WATER & SEWER CONSTRUCTION SHALL MEET OR EXCEED THE STANDARDS OF THESE AGENCIES.
7.
SEWER LATERALS AND WATER SERVICE LINES SHALL BE PLUGGED AT THE PROPERTY LINE.
MARK SEWER ENDS WITH TREATED POST PLACE) IN GROUND. MARK WATER ENDS
WITH 3" PVC PIPES PLACED IN GROUND.
��JJV.37
RYA/ 5
8.
WHERE FIELD INSPECTIONS ARE REQUIRED BY THE REGULATORY AGENCIES, THE
/NY. M
CONTRACTOR SHALL NOTIFY THE ENGINEERING DIVISION A MINIMUM OF 48 HOURS
,S7/MAc
IN ADVANCE TO SCHEDULE SUCH INSPECTIONS
9.
PVC FOR WATER LINES TO BE C900 CLASS 150, PVC FOR SEWER TO BE MR 35.
10.
CONTRACTOR TO MAINTAIN 10' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER
AND SEWER MAINS.
GRADE
11.
ALL UTILITIES TO MAINTAIN 36" COVER.
x
12.
A 15' UTILITY EASEMENT WILL EXIST OVER ALL WATER & SEWER LINES.
LINES.
N,
13.
ALL BENDS, TEES ETC. SHALL BE RESTRAINED WITH MEGA -LUG RETAINER GLANDS.
1
/ I I ROOT ZONE TO BE PROTECTED 14. ALL WATER & SEWER SERVICES TO BE LOCATED 5.0' MIN. FROM PROPERTY 1
OR EASEMENT LINES. i
15. CONTRACTOR TO INSTALL /12 BLUE TRACER WIRE OVER PVC WATER LINES. m
29 30 PROTECTIVE TREE BARRICADE 1
NTS
1
1
\� 31
R 1
\ 32
\ 33
�N78y232'E , _
I9a ,
p•PVC
AYN
OX
RAIL 6a27
INY. AV 47.58
AVY. our 47.48
LEGEND
EXISTING
DESCRIPTION
PROPOSED
FIRE HYDRANT
t
POST HYDRANT
Ak
CATCH BASIN
■
SEWER MANHOLE
CONTOUR LINE
WATER LINE
- - - - - - - DRAINAGE LINE
SEWER LINE
UTILITY UNES'
UTUT-
"ELECTRIC, TELEPHONE AND CABLE LINES TO BE
INSTALLED IN THE SAME TRENCH.
MATCH LINE A
(THIS SHEET)
�. ��.�..�.■ter
Of f3
\ RAT/ 57.50
/NV. /N 422f
AVY. OUT 4211
r
L-
11.25' BEND
34
35
FIRE HYDRANT ASSEMBLY
BORFDEBTNa OF
12" X 8" REDUCER
WATER MAIN O '
LAKE CROSSING
■
88 LF e• WATER MAIN
- ■
m,�
- -
_
_
��
-
•
W W
-
N82'40'OYE - 295 LF 10'PVC
NBTI S'29•E - 241 LF 10•PVC
--_ _ -
- - -
- -
--
J
SEWER LINE "1
AIY/
r-
52 sle o0'PVD
u
•
U
2
5f67
e 0.28%
=
/NY. AV 4893
RAT/ 5847
I
Q
ANV. QUT 4QQi
INY. OUr 415:90
fAW 56.93
a
■
INY IN
■
INY. 4.I23
2
�3
'
■
■
■
W W 210 LF 8• WATER M��
TEMPORARY BLOWOF'F ASM.
Z LIJ
J N
U N '
Q
W/ MEG-A-LUG
60
60
INSTALLAININMEGG A 1L G TO
2 JOINTS PAST BEND
ON EACH SIDE OF
PROP.
----
CROSSING
GROUND
55
M
55
EXIST.
I o Z
GROUND
3C" 30•
..
MIN. IN
-
22
1/2' DIP
22
1/2' DIP
BEND-
--
BEND
50
50
o=
M �
45
22 1/2' DIP
45
BEND
WATER LINE
CROSSING ® LAKE
SCALE: HORZ.:
1"=50'
VERT.:
1 "=5'
Y RISWW AND
REPLACE 180 SY
A.9%UL r
R M 56.27
/NY. AV 42.G3
ANY. our 42.73
EXIST. PINE TREE -f
(TO BE SAVED)
(PLACE TREE WELL)
MATCH LINE A
(THIS SHEET)
GRAPHIC SCALE
( w FM
1 inch 50 !t
rn
rn
N
0
Z
c
2
z
a
�
x
O
0
U
a
x
a
o
z
E
c
w
W
A
fx
/�
V!
SCALE: AS
SHOWN
JOB NO,
97034
DESIGNED BY:
CVD
DRAWN BY:
CVD
CHECKED BY:
JGT
DATE:
4/20/9S
REVISION:
7EV15ED cauNn
_5/11 /98 LAO
0 3/98 CVD
9/0'9/98 CVD
ADD DIP TO 12-WM
G 10/13/98 CVD
1%8/98DCW G
qti
9In
SHEET NUMBER:
it of
18
J
t

11
F-
W
W
2
In
F-
W
z
t.
r
W
■W
1 N
/ 1 W
�■ z
■C)
Q-TILITY NOTES
1. ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND
SITE WORK SPECIFICATIONS.
2. ALL NECESSARY PERMITS AND APPROVALS FROM AGENCIES GOVERNING THIS
WORK SHALL BE SECURED PRIOR TO BEGINNING CONSTRUCTION.
3. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS
PRIOR TO ANY CONSTRUCTION. ANY DEVIATIONS FROM THE DESIGN LOCATIONS
SHALL BE REPORTED TO THE OWNER OR ENGINEER PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER
AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS AREA ACHIEVED, AS WELL
AS COORDINATING WITH THE REGULATORY AGENCIES AS TO THE LOCATION AND
SCHEDULING OF THE TIE-INS/CONNECTIONS TO THEIR FACILITIES.
5. THE SITE WORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL
UNDERGROUND UTILITIES WITH HIS WORK, ALL UNDERGROUND UTILITIES (WATER,
SANITARY SEWER, STORM SEWER, ELECTRICAL CONDUIT, IRRIGATION SLEEVES,
AND ANY OTHER MISCELLANEOUS), SHALL BE IN PLACE PRIOR TO THE PLACEMENT
OF BASE COURSE MATERIAL
6. NEW WATER LINES ARE TO BECOME PART OF THE COUNTY OF BRUNSWICK PUBLIC UTILITIES
AND SEWER AUTHORITY SYSTEM. ALL WATER & SEWER CONSTRUCTION SHALL MEET OR
SYSTEM. NEW SEWER LINES TO BECOME PART OF THE 904 GEORGETOWN TREATMENT FACILITY. ALL
WATER & SEWER CONSTRUCTION SHALL MEET OR EXCEED THE STANDARDS OF THESE AGENCIES.
7. SEWER LATERALS AND WATER SERVICE LINES SHALL BE PLUGGED AT THE PROPERTY LINE
MARK SEWER ENDS WITH TREATED POST PLACED IN GROUND. MARK WATER ENDS
WITH 3' PVC PIPES PLACED IN GROUND.
B WHERE FIELD INSPECTIONS ARE REQUIRED BY THE REGULATORY AGENCIES, THE
CONTRACTOR SHALL NOTIFY THE ENGINEERING DIVISION A MINIMUM OF 48 HOURS
IN ADVANCE TO SCHEDULE SUCH INSPECTIONS.
9. PVC FOR WATER LINES TO BE C900 CLASS 150, PVC FOR SEWER TO BE SDR 35,
10. CONTRACTOR TO MAINTAIN 10' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER
AND SEWER MAINS.
11. ALL UTILITIES TO MAINTAIN 36' COVER.
12. A 15' UTILITY EASEMENT WILL EXIST OVER ALL WATER do SEWER LINES.
LINES.
13. ALL BENDS, TEES ETC. SHALL BE RESTRAINED WITH MEG-A-LUG RETAINER GLANDS.
14. ALL WATER do SEWER SERVICES TO BE LOCATED 5.0' MIN. FROM PROPERTY
OR EASEMENT LINES.
15. CONTRACTOR TO INSTALL /12 BLUE TRACER WIRE OVER PVC WATER LINES.
LEGEND
EXISTING
DESCRIPTION
PROPOSED
FIRE HYDRANT
t
POST HYDRANT
CATCH BASIN
■
SEWER MANHOLE
CONTOUR LINE
WATER LINE
— - - — - - — DRAINAGE LINE
SEWER LINE
UTILITY LINES*
UT UT
*ELECTRIC, TELEPHONE AND CABLE LINES TO BE
INSTALLED IN THE SAME TRENCH.
(INS)
i inch - 50 !L
IN
lw
m
ill
E--
w
0
V
r T I
0
0
z
Q
r—
z
a
�
z
o
O
�
U
a
x
o
z
o
F
c�
s
o
U
EW
�
W
U
a
z
c
SCALE:
I" = 50'
JOB NO.
97034
DESIGNED BY:
JGT
DRAWN BY:
CVD
CHECKED BY:
DATE:
4/20/98
RE$V�IISION;
ICAO COUNTY
G,G%qVl!,/9a
8[03/98 CCVD SIONS
g_ /O9%se Cw
SHEET NUMBER:
12 of
18

0 200 400 600
Scale 1" = 200'
1 I i
Cn
N
Cn
V'
v
C.�
m
C)O
y
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1 = 200'
JOB NO.
97034
DESIGNED BY:
JGT
DRAWN BY:
LAO
CHECKED BY:
JGT
DATE:
4/19/98
REVISION:
ORELOC.
7/2A/ga
PUMP STATION
JGT
ORELOC.
e/oe/9A
PUMP STAR M
cw
,
I
SHEET NUMBER:.
13 of
18
7

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4
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....... ....... ....... ....... ....... ... ... .. .... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... .... .. ....... ....... ....... .......
40 40
-3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
SCALE
HORIZ 10 100'
VERT. 1' 2'
SEVER FARCE YANCONT.)
SCALE
HORIZ 1' 100'
VERT. 1' 2'
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JOB NO.
97034
DESIGNED BY:
JGT
DRAWN BY:
LAO
CHECKED BY:
JGT
DATE:
4/ 19/98
REVISION:
OREMSE
7/28/98
PUMP STA. LOC.
g-q--9v
SHEET NUMBER:
14 of
18
LO

65
60
55
50
45
65
60
55
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45
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
SEWER LINE " 1 "
SCALE: HORZ.: 1"=50'
VERT.: 1"=5' a b
ph ^p
15+00 16+00
SEWER LINE " 1 "
SCALE: HORZ.: 1"=50'
VERT.: 1 "=5'
65
60
55
50
45
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18+00
31+00 32+00
SEWER LINE "I "
SCALE: HORZ.: 1"=50'
VERT.: 1 "=5'
19+00 2U+W Z7+UU ZZ+UU Z.S+UU 24+UU ZD+UU Z6+UU
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55
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50
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SEWER LINE "2"
SCALE: HORZ.: 1"=50'
VERT.: 1"=5'
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JOB NO.
97034
DESIGNED BY,
(VD
DRA\VN BY:
(ND
CHEERED BY:
JGT
DATE: 4/20/98
REVISION:
1O PER NCDENR
7/8/98
0 PER NCDENR
7/28/98
Q3 PER CUENT
8/3/98
9%1/1 83CVD
SHEET NUMBER:
15 of 18

10" SDR-18 INFLUENT PIPE
RUBBER BOO
N I
\ DRESSER
- \ `COUPLING
II i/
CABLE HOLDER
I �
4" PVC VENT I _
WITH SCREEN \ /
'W�Ll--
6"X4"MJ
REDUCER
4° FLANGED
PLUG VALVE
RIGID CONDUIT TO II 1 �6" THICK PRECAST
CONTROL PANEL I CONCRETE TOP
(SEE DETAIL) 1j I
PLAN - DUPLEX PUMP STATION
N. T. S.
6" MJ TEE
�W/ BLOCKING
`STA 0+00, BEGIN
6" SDR 21 PVC
FORCE MAIN
6" MJ 90" BEND
W/ BLOCKING
z
W
PIPE I.D.
10"
J
I`
z
ELEVATION
42.14
INSIDE DIAMETER
8'
TOP ELEVATION
57.68
HIGH WATER LEVEL ALARM
41.87
LOW WATER LEVEL
38.37
FLOOR ELEVATION
36.37
w
ALARM SIGNAL ON
41.87
W
LAG PUMP ON
41.37
ON
LEAD PUMP ON
40.37
z
N
PUMPS OFF
38.37
DISCHARGE PIPING
4"
CHECK VALVE
4"
PLUG VALVE
4"
DESIGN FLOW'
170 GPM
DESIGN HEAD* (TDH)
79.94 FT.
VOLTAGE
230 VOLTS
PHASE
3 RI
HORSEPOWER
10 HP
RPM
1150
EFFICIENCY
40% MIN.
ACCESS COVER WITH UPPER GUIDE
BRACKETS, CHAIN HOOKS, AND CABLE
HOLDERS CAST INTO SLAB. COVER TO
BE 36"X48", SINGLE LEAF, 300 PSF
POURED REINFORCED LOAD RATING AS MANUFACTURED BY
PRECAST CONCRETE TOP HALLIDAY PRODUCTS OR EQUIVALENT.
4-PVC VENT PIPE W/ 1/8"
MESH 316 S.S. BUG SCREEN TOP ELEVATION = 57.68 PUMP STATION NOTES
FINISHED GRADE ELEV.=57.25 1. ALL WORK AND MATERIALS SHALL CONFORM TO REQUIREMENTS
FINISHED GRADE r OF THE SPECIFICATIONS OF A.S.I.
8
e -r=l I I=-m� �--= 2. ALL HINGES, GUIDE HOLDERS CHAIN HOLDERS, ALL NUTS, BOLTS
' I I WASHERS, AND OTHER FASTENERS SHALL BE 302 STAINLESS STEEL
II I o I TiLI' „I I� I, - 3. THE NEMA 4X ENCLOSURES SHALL BE STAINLESS STEEL AND RAINTIGHT
WITH A 3 POINT LATCH AND DRIP SHIELD HANDLE THAT IS PADLOCKABLE.
CABLE HOLDER
POWER CABLE 4. ALL WETWELL HARDWARE SHALL BE MOUNTED SUCH THAT ANY
COMPONENT CAN BE REMOVED.
LIFT CHAIN 4" FLANGED VALVE 5. THE POWER CABLE IS TO BE WIRED NON-STOP FROM THE PUMP TO
2" STD. WALL GALV. STEEL W/ VALVE BOX 6" X 4" MJ THE BOTTOM OF THE STARTER WITH NO JUNCTION BOXES OR SPLICES
GUIDE BAR, 2 REQ'D. REDUCER IN BETWEEN.
PER PUMP 6. WETWELL SECTIONS SHALL CONFORM TO ASTM C-478.
7. ALL PIPING WITHIN THE WETWELL SHALL BE CLASS 50 DUCTILE IRON
10"DIA. INFLUENT PIPE INV-42.0
FLYGT BALL PIPE AND ALL FITTINGS SHALL BE AMERICAN CAST IRON PIPE COMPANY
CHECK VALVE "DURAUNE" OR EQUIVALENT.
SPLASH DEFLECTOR ON END OF PIPE Ilk 8. PUMPS AND MOTORS SHALL HAVE A STAINLESS STEEL CHAIN FOR LIFTING.
8'-O"
IIOUID LEVEL SENSORS THE LENGTH SHALL REACH TO THE TOP OF THE STATION PLUS AN
ADDITIONAL SIX FEET.
USE BUTYL MASTIC SEALANT &GROUT
INSIDE AND OUTSIDE OF WATER TIGHT 9. LOCATE THE CONTROL PANEL WHERE SHOWN ON THE PUMP STATION
ALARM SIGNAL ON EL=41.87 JOINTS WITH NON -SHRINK GROUT SITE PLAN. (SHALL BE FIELD LOCATED.)
LAG PUMP ON I EL.=41.37 PRECAST CONCRETE WETWELL 10. INFLUENT TO PUMP STATION TO BE SDR-18
RISERS AS REQUIRED 11. CONTROL PANEL IS TO CONTAIN AN AUDIO AND VISUAL HIGH LEVEL
FLANGED DUCTILE IRON ALARM.
EL.=40.37 DISCHARGE PIPE
LEAD PUMP ON 12. TOP OF THE CONCRETE TOP SLAB MUST BE ONE FOOT (1') ABOVE THE 100 YEAR
l FLOOD ELEVATION.
V I PRECAST CONCRETE MANHOLE BARRELS 13. THE INTERIOR WET WELL WALL AND BOTTOM OF TOP SLAB SHALL BE COATED
PUMP FOR COROSION PROTECTION.
_ _ DISCHARGE CONNECTION 14. PUMP STATION FLOATS WALL BE ADJUSTED BASED UPON ACTUAL FLOWS TO CYCLE
PUMPS OFF EL.=38'37 6" 2 TO 8 CYCLES PER HOUR PER N.C.D.N.R. STANDARDS.
(ALSO ALTERNATES 6"
LEAD/LAG SEQUENCE) 60� FLOOR ELEVATION= 36.37
------- 4"MIN.
2"GROUT PAD
a D
=11 I=111- I i� I" -III=I i I-n 1=1 I I I i I
UNDISTURBED EARTH 3/4 MIN. ANCHOR BOLTS W/ 2" PROJECTION
12" MIN. COMPACTED 4 PER PUMP REQUIRED, BOLTS TO BE LOCATED
CRUSHED STONE AND INSTALLED IN WET WELL FLOOR IN ACCOR-
DANCE W/ PUMP MANUFACTURER'S INSTRUCTIONS.
SECTION THRU PUMP STATION
N.T.S.
CONCRETE PUMP STATION HATCH DETAIL
KTS.
51
TYP. PUP STATION
MERRILL C-1000 :R.'E^., -
-FENCE POST AND
FENCING
OR EQUIVALENT
YARD HYDRANT
ILUNINUM AM STAINLESS CITE
PUMP STATION
ACCESS FRAME All, COVER SPLASH P r 3v
6
F1'
1 SETS GRADE
�20 pW X 247
CONCRETE
VALVE BID( GATE VALVE
2 Cu. FT. 6RAV!Cr -
UWA APPROVED)
HARDER AND AIOMD
VEEP IDLE
� WATER SERVICE
u
FROM STREET MAIN
PEA GRAVE
ZIP
3/4' DUAL CHECK VALVE AND
3/4' METER TO BE APPROVED
BY GSVLSA PRM TO INSTALLATION
PUMP STATI❑N YARD HYDRANT DETAIL
KTS.
6'x4'
ELECTRICAL KEY NOTES
0
ALANXIN SOAK TIRE 3')C'XV8'X9'-3' LUNG 1
2 cc O
WITH ALUM" 3'X3M/2' T13P CAP. SET SQUARE
ME TER
TUBE IN CONCRETE
®
ALUOAM MT BAR 3' X 1/2 , X 6'-6'. ALL BOLTS,
NUTS. WASHERS, ETC., NECESSARY TO FABRICATE
RACK AND INSTALL EQUIPMENT SHALL BE STARLESS
STEEL
O3
SQARE D NEINA 3R DOUBLE THROW SVITCL
4O
CRUISE HINDS SAN 1047 RECEPTACLE.
IENA TYPE 4 GALVANIZED ENCLOSURE
SQUARE D QD OR 01 CRKXOT BREAKERS.
©
PUP CONTROLLER MOUNT TOP SIX FEET ABOVE IN I 1
NENA 4R FU EFA LASS
7O
EYS =&OFF FITTINGS VITH DDSEAL I I I I I
I I
I I
I I
OB
2-1 V4 ' PVC CONDUITS TO VETVELL FOR PIMP POWER M I 1 '►
I
1-1 Ire •PVC CONDUIT TO WE7HELL FOR FLAT
®
I -I
L-J
1 1/4 ' PVC CONDUIT V[TH 4 B2TH M CONDUCTORS TO J DIA' L
I -I
L J
URILM COMPANY TRANSFORMER OR HAND HUE AS
SET 3'X3' SQUARE TIA
TUl �
DIRECTED BY IRD_ITY COPMA'.
IN CONCRETE AS
00" ROD AND CLAMP,
REAR VIEV
VISUAL HIGH WATER ALARIJ
GENERAL ELECTRICAL NOTES
L ELECTRICAL WORK SHALL BE PERFORMED BY AN ELECTRICAL
CO TRACT13R WITH ANAPPROPRIATE BUSINESS LICENSE
Mnn224
2. ELECTRICAL NA PERMITS SHALL BE APPLIED FOR AT RY
COMITY BUI.DDIG INSPECTIONOFFSE.
NOTES
TREATED 6' X 6' LUMBER MAY BE USED IN LIEU OF ALUMINUM
CHANNEL h
NOTM
L STALL ANDARD SEVER MANHOLE SECTIONS TO MEET OP EXCEED
THE ARTS OF ASTM C47&
2. ALL STEPS DSTNIED IN MANHOLE SECTIONS TO HAVE SERRATED
TREAD ■ TALL ETD LUGS TO PREVENT FEET FROM SLU41M
I BUTYL RIOBER SEALANT IS RECOMMENDED FOR SERUM .OINM
O-RING GASKM HAY BE USED.
CONCRETE PUMP STATION RISER SECTION
L4'KJ. PUG VALVE
EMERGENCY CONNECTION DETAIL
N.T.S.
KT,S.
2'
1 1/2
1 CONDUIT
1 V4 f
CONDUIT
llI M M will
II I ; II
I -I I -I
L-J L -J
FRa1T VIEW
FRONT -THIS SIDE TOWARD WETWELL
PLAN VIEW
PUMP STATION CONTROL
PANEL DETAIL
AIR RELEASE VALVE - Ar-U -1--" CURB SIDP
4 CLEAN COARSE--/ _
AGOREQATE (1 OU. FT.) I* P lue MTD�
THE FORCE MAN.
1' CORPORATION STOP
-FORCE MAN
3 OF "K��. I
11
KTS.
y
�X XX XX
_i 6' SDR 21 PVC •���
x
90DEND
90'BEND
FORCE MAIN
r.
N
EMERGENCY
CONNECTION
I
x
o a cWi
Z
;
(SEE DETAIL)
Olt
4/4jh,TS�y
u a\�
y
0 o
B(p� YARD
C
Z
x HYDRANT n
x
x MH /1 - _
'•
I
❑
F W
11 I'j
R ouxi
13 LF
10 SA SDR_18
SANITARY
1
,W n ny
I
4 SEWER
�_�
4' MIN.
�Xxxx
x x
CHAIN LINK FENCE
LOCATED 1' INSIDE
w
€z
(SEE DETAIL)
ww
ew
i N
W
wil M I am ra I I 1► :►
NOTES:
1.
STEPS SHALL BE REQUIRED IN ALL STRUCTURES
WITH A DEPTH OF 4'-0" OR GREATER UNLESS
OTHERWISE NOTED ON THE PLANS.
2.
ALL STEPS SHALL PROTRUDE 5" FROM INSIDE FACE
OF STRUCTURE WALL.
3.
MAXIMUM STEP SPACING SHALL BE 1'-4" C-C.
4.
STEP SHALL WITHSTAND A MINIMUM LOAD LOAD OF
300 POUNDS WHEN EXTENDED 5" FROM THE FACE
L SECTION
OF THE SUPPORT.
IAY VARY WITH
5.
STEPS SHALL BE VERTICALLY ALLIGNED AND UNIFORMLY
SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE.
ACTURERS DESIGN)
6.
IN PRE -CAST UNITS, STEPS MAY BE CAST IN PLACE,
MORTARED INTO HOLES PROVIDED BY THE FABRICATOR,
OR DRIVEN.
7.
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION,
ENCASED
OR MATERIALS FROM THOSE SHOWN MAY ALSO BE
ANT RUBBER
USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS
PROVED BY
SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED
THE ENGINEER WITH DETAILS AND CERTIFIED TEST
REPORTS OF THE PROPOSED SUBSTITUTE AND HAS
RECIEVED WRITTEN APPROVAL FROM THE ENGINEER
FOR USE OF SUCH STEPS.
STRUCTURE STEP DETAIL
N.T.S.
NDTE' BRACKET W/ 3 STRANDS BARBED VIE
FINAL SITE FENCING DIMENSIONS (ANGLE BRACKETS TOWARDS OUTSIDE
TO BE DETERMINED BY G&VSA PROPERT
E METER 9'-V NIX. I2'-W GATE 91-W MAX
MON
CENTER H GALV. CLv" 2' DOD GATE WITH
MAN /--w"m SPACINRG _ ORAMED CABLE -
�FABRIC� \ MM
-� ALL GAGATTDIG TE POSTS, COMER POSTS. ' 1 CLASS 'C'
H AND LIE POSTS TO BE SET IN COIL tH FtIITDNG (
FOAS SHWK
6'-0' GALV. CHAIN LINK FENCE & GATE DETAIL
KTS.
L Lz"
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N.T.S.
JOB NO.
97034
DESIGNED BY:
JGT
DRA\\'N BY
LAO
CHECKED BY:
JGT
DATE:
4/ 19/98
REVISION:
7/28/s OGENERAL
REMSIONS
2 8/4/98 JGT
ULMIKAL 5�
9/11198 Cw
��No11i'J
SHEET NUMBER:
16 of
18
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MACHINED
SEATING
EDGE
i
\ I■ • 9 3m 9 0 .. 1 3w.•
NOTE, PROVICE ECCENTRIC
CONE FOR M.H.'S Ir 2,C M.N. FRAME AND COVER
DEEP OR GREATER `TO BE SET IN MORTAR.
FLEXIBLE SLEEVE
W/S S. STRAP
MACH
SEATlmw
EDGES
1
L GROUT TO INVERT
STABILIZATION STONE
AS REQ'D
TYPICAL SECTION PRECAST
SANITARY SEWER MANHOLE
N.T.S.
PHO ES (2)
VENT HOLE
TYPICAL SEWER
MANHOLE COVER
N.T.S.
NOTE
STEPS SHALL BE OF
THE CAST IRON OF
POLYPROPYLENE -
COATED TYPE.
STRAIGHT
FLEX CONNEC
2-WAY
INTERSECTIC
FLEX CONNECTION
STEEL TROWEL FINISH
1' : Ir SHELF SLOP
3 OR 4-W
INTERSECTI,
TO MAIN �—
XINNECTION
TROWEL FINISH
r SHELF SLOPE
NOTE: SHAPE INVERT TO
1 2 PIPE DOA- IN
CASES
FLEX CONNECTION
EVEN RADIUS
CURVES
SEE TYPICAL MANHOLE SECTION
DETAIL FOR CONTINUATION OF
MANHOLE CONSTRUCTION.
N.T.S.
�e
Pi 3vil Calml 1111V►•
TREATED POST
EXISTING GRADE
b
rx 6'x r DOUBLE WYE WHERE I
DOUBLE LOT SERVICES ARE REWD �i•I
Ir SERVICE PIPE
-PVC BEND
MANNER EUVATION
EWER MAIN
SERVICE SADDLE
Ir PIPE
TEMP. PLUG REQUIRED
WHEN LATERAL TO
UNIT NOT INSTALLED
AT SAME TIME OF
TO UNIT
or PLUG
MAINTAINED BY
PROPERTY OWNER
-PVC BEND -SDR 3S
TYPICAL SEWER
SERVICE CONNECTION
N.T.S.
TOP SOIL OR EXIST.
GROUND CONDITION REQ'D
-F— %?
••-y'• FINISH GRADE TO
ac MATCH GROUNwvg��mu OWN
b ..•i.. LINE
....... KFILL t TAMP
' IN Ir LIFTS
La
IL SELECT NATIVE
S: g ..1 MATERIAL
GRAVEL BASE) NCH TO BE Nr SOIL TAMPED UNDER
PIPE HAUNCHES
WIDER THAN PIPE DOA.
NOTES FOR ALL TRENCH DETAILS
1. TRENCH SHALL BE BACKFILLED AND THOROUGHLY TAMPED
WITH SUITABLE MATERIAL TO LEVEL OF STONE. STONE
t PAV'T TO BE PLACED BY CONTR. WITH LEAST
INTERFERENCE WITH TRAFFIC.
2. ALL CONSTRUCTION TO BE INSPECTED AND APPROVED BY
LOCAL COUNTY OR STATE ROAD DEPT.
3. CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION AND
OBTAINING INSPECTION.
4. GRAVEL BASE SHALL BE C MIN., AND EXTEND UP TO
SPRINGBOARD OF PIPE. GRAVEL SHALL NOT EXCEED
3/4 DIA.
TRENCH SECTION IN TYPICAL
NATIVE GROUND CONDITION
N.T.S.
TOPSOIL
EXIST.
GRADE TO MATCH
EXIST.
GROUND LINE
SELECT NATIVE
MAT'L
=
BACKFILL t TAMP
z
IN r LIFTS
M
b
BACKFILL t TAMP
IN 4 LAYERS
NOTE:
SOIL TAMPED UNDER
BOTTOM TO BE FREE OF LARGE
PIPE HAUNCHES TO
OBJECTS, FROZEN MATERIAL AND
TRENCH TO
SPRING LINE OR CENTER
CAPABLE OF BEARING THE REQUIRED
IIr WIDER THAN
OF PIPE
LOAD.
PIPE
PIPE DIA.
BEDDING
DETAIL
N.T.S.
ENO OF 12" x
-�PVC WATER MAIN XALVE _�)SEE THRUST COLLAR,DETAIL / NIPPLE/�//a12" M.J. CAPSTAPPED 2"GTHREADED RODS(EACH SIDE -SEE THRUST L 2SCH. 40 661PT X SLIP
COLLAR SCHEDULE) PVC ADAPTER
T MIN. IY 3'
NOTE: SEE SPECIFICATIONS FOR SUPPORT
OF VALVE 6 VALVE BOX IN SOILS
OTHER THAN LOOSE DRY SAND
12" L'NE 3LG`h'C1FIi ASSEMBLY
NOT 10 ECALE
EXIST. GROUND
OR ROADWAY
TYPICAL EXIST. STORM
DRAIN SYSTEM
I MIN.`
J CJ
3' EA. SIDE
FINISHED GRADE
READING LID
(HINGED CAST IRON FLAP)
LABELED *WATER METER'
5/8'■ 3/4' KEN7 C700 WATER
'.�.%
METER PROVIDED BY
BRUNSWICK COUNTY
4 , ,
.;..
cc
LOCKLESS
CAST IRON FORD METER
YOKE BOX WITH DUAL
CHECK VALVE AND INLET
KEY VALVE '
(YLHC141-243-RL)
OR APPPROVED EQUAL
1' CTS POLY TUBING
200 PSI SDR 9
SERVICE LINE FORD
S70-604
SERVICE
saooLE
REQUIRED _ i� FORD F1000
CORP. STOP
BLOCK SUPPORT OR
STONE AS NEEDED
NOTE:
1) CONTRACTOR SHALL PLACE METER BOX IN NON-TRAFFlC AREA AT
LOCATION SPECIFIED BY BRUNSWICK COUNTY UTILITY DEPARTMENT.
TYPICAL 3/4" WATER SERVICE ASSEMBLY
Not To Scale
TYPICAL 4S BENDS
PROPOSED
FORCE MAIN 3' '� 1 r CONIC.
CRUSHER DUCTILE IRON ENCASEMENT
RUN STONE PIPE THIS AREA
STORM DRAIN CROSSING
2' BRASS CAP
2- BRASS NIPPLE
2" SCH. 40 FIPT X
SLIP PVC ADAPTER
2" SCH. 40 PVC
2' PVC
90• BEND
iRUST BLOCKING
HYDRANT TO BE FACTORY PAINTED CHROME YELLOW
PLUS ONE FIELD COAT APPLIED AFTER INSTALLATION.
DISTANCE AND DIRECTION TO VALVE STAMPED
RNTO METAL ON THE BONNET
PUMPER NOZZLE TO FACE STREET
HYDRANT TO BE MULLER CENTURION 3-WAY
WITH TWO 2 1/r HOSE NOZZELS AND ONE
3 TIFINISH
4 1/r PUMPER NOZZEL OR APPROVED EQUAL
�GRADE
z r- CONIC. COLLAR
• 10
U-1 VAi _•3:i:'AH�1J
ATE VALVE(MULLER-RESILIENT SEAT
GATE VALVE OR APPROVED EQUAL)
WATER MAIN(K' MINIMUM)
\ Q}�jr `� Q�{r \USE MEGALUG RESTRAINTS
J/ \` ROD HYDRANT TO VALVE
�
D.I.P. MINIMUM ZEC'ALL THREAV HYDRANT TEE
RODS)
CLEAR WEEPNOTE: HYDRANT SHALL BE INSTALLED PLUMB t1/8' PER FOOT
E �• FIRE HYDRANT DETAIL
Do NOT FILL W/CONC.
N.TS.
WATER MAIN
r BRASS MARKER
3/4 CHAMFER AT PLATE W/AHCHOR
BRASS MARKER PLATE EACH CORNER
z
S i SQ. M b
4-#3
EXIST. GROUND
COUPLING AOPILAATr
PRECAST CONC. POST(4,000 PSI)L/D�IRECTIONAL
ONE CUBIC FT. ARC JOINTED TO
VALVE t DISTANCE TO
CONC. (MIN.) NEAREST FOOT
CONCRETE VALVE MARKER
N.T.S.
END OF 6OR LARGER +i • ^�" �'•'�'
PVC WATER MAIN `\ 2" BRASS CAP
_
VALVE Box �--2" BRASS NIPPLE
r _
i—(SEE VALVE 6 VAL Vc 2" SCH. 40 FIPT x
SEE THRUST COLLAR,
BOX DETAIL)
, SLIP PVC ADAPTER
DETAIL j
2" BRASS NIPPLE
H.,
(TY P.)
4" M.J. CAP
2' BRASS
, j ATE VALVE I
2" SCH. 40 PVC
TAPPED 2"
COUPLING
WI FIPT '
CD
(7YP.)
- -
--
-4
2" PVC
90'BEND
L
CH S
i3!4" THREADED RODS
` 2" SCH. 40 MIPT. X SLIP I THRUST BLOCKING
I. (EACH SIDE - SEE THRUST I 2' SCH. 40 MIPT X SLIP PVC ADAPTER (TYP.) I
COLLAR SCHEDULE)
PVC ADAPTER 2' BRASS NIPPLE (TY P.) I
.+.. - --T MIN.-------�i------3' ----3' -- -�
NOTE: SEE SPECIFICATIONS FOR SUPPORT
OF VALVE 6 VALVE BOX IN SOILS
OTHER THAN LOOSE DRY SAND
2'' BLOWOrr ASSEMBLY
NOT TO SCALE
C>CRMAI(C4r�
CONCRETE COLLAR
2' X 2. OR A 2-i 2' DO ROUND
WITH 1/r TO 1' LOPE FROM
BOX T SURROUNDING GROUND.
NOTE:
VALVE BOXES LOCATED IN TRAFFIC AREAS AND ON
THE ROAD SIDE OF DITCHES ARE TO HAVE POURED
IN PLACE 2' X 2' X r DEEP MIN. CONCRETE COLLARS.
VALVE BOXES ON THE OPPOSITE SIDE OF DITCHES MAY
UTILIZE PRECAST COLLARS.
a �
a
IRON COVER
VALVE BOXES IN GRADED TRAFFIC J
AREAS SHALL HAVE CONCRETE COLLAR MUELLER OR
PLACED FLUSH WITH THE COVER. APPROVED EQUAL
CAST IRON
VALVE BOX
SMOOTH GRAVEL --�.e
M
VALVE BOXES IN NON -TRAFFIC AREAS
MAY USE C OR r PVC *DAVIS IRON
BOX LIDS ONLY WITH SPECIFIC APPROVAL
VALVES IN GRASSED AREAS SHALL BE
PLACED FLUSH WITH THE FINISH GRADE.
T GATE VALVE(MULLEII'RESILIENT SEAT GATE VALVE
OR APPROVED EQUAL)
POURED IN PLACW/IE CONIC. SUPPORT
't4 DO'S I /
(Al{NBARS) FOORR
D LARGER VALVES L M. CONIC. SUPPORT;
PRECAST BLOCKS MAY BE
USED FOR < IT VALVES
VALVE AND VALVE BOX
N.TS.
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N.TS
JOB NO.
ff-
DESIGNED BY:
CVD
DRAWN BY:
LAO
CHECKED BY:
JGT
DATE:
4/15M
REVISION:
O1 REVISED PER COUNTY
5/11/98 LAO
~
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SHEET NUMBER
17 of
18
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NOTE:
PRECAST CONCRETE
OR BRICK MANHOLE
MAY BE USED IN
PLACE OF JUNCTION
BOX UPON APPROVAL
BY ENGINEER.
4•-10•
OCNCRM BLOCK.
CLAY 8100�
E
ARI
PIIrt
ECASTT ON
Lt7 IIOIE FOR
PNECASf fEc11ONs
o.
sEcnoN •A -A•
sEcnON "9-B•
DETAIL F
JUNCTION
BOX
01 x 3240" BOX oR PIPES
N.T.S.
OVER 24• I.D. MAKE WIDTH OF
CB- O.D. PIPE +60 EACH SIDE.
STORM DRAINAGE
PIPE
GEOTEXTILE FABRIC AS PER 12"
SECTION 804.1. 1986.
NOTES:
1. WHEN PIPE EMPTIES INTO A DITCH OR
SWALE THE RIP -RAP WILL TAKE THE
SHAPE OF THE DITCH OR SWALE.
2. MINIMUM DESIGN SHOULD EQUAL SCDHPT
STANDARD SPECIFICATIONS FOR HIGH-
WAY CONSTRUCTION, 1986 EDITION,
SECTION 804.
3. ONLY USED ON PIPES 24 OR LESS.
RIP —RAP HEADWALL
N.T.S.
VARIES
BELL
SEE PROFILE FOR EXISTING
VATION AT TOP OF PIPE
REMAINING MATERIAL TO BE IMPORTED
SELECT SANDY / CLAY MATERIAL COMPACTED
TO 95% STANDARD PROCTOR IN GRASSES
AREAS, 100% MODIFIED PROCTOR IN PAVED AREAS.
NATIVE TRENCH MATERIAL IN 2' LIFTS
COMPACTED WITH TRACKHOE BUCKET. TOP TO
BE COMPACTED TO 95% STANDARD PROCTOR.
2" MIN.
5'- 4"
PIPE
CAST IRON FRAME do COVER
L
5'-0"
1t-8"
NOTES:
1) THE BOTTOM SLAB OF TH& BOX SHALL BE A MINIMUM OF 6" INCH
THICK, CLASS A CONCRETE WITH A REINFORCING STEEL AREA OF
0.20 SO. IN. PER FT. WIRE MESH MAY BE USED IN LIEU OF STEEL
I BARS PROVIDED A MINIMUM OF 0.20 SO. IN PER FT. IS MET.
4'-0"
—
10'-0" —
TOP VIEW
FRONT VIEW
8"
4" PERFORATED PV?
PIPE W/i CY. CLEAN M
STONE FILTER ON EACH
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`>
PIPE
GRAVEL BEDDING WHERE NATIVE
MATERIAL IS UNSTABLE AND EXCAVATION
APPROVED BY THE ENGINEER.
MIN. 6" MAX.
R.C.P. PIPE TRENCH & BACKFILL
N.T.S.
6• 2) FOR CONSTRUCTION OF THE CATCH BASIN LID CLASS AA OR BETTER
CONCRETE SHALL BE USED WITH REINFORCING STEEL AS SHOWN.
\� \ GUTTER
WIDTH 3) IF DESIRED THESE ITEMS MAY BE PRECAST PRIOR TO INSTALLATION
\ IN LIEU OF BEING CAST IN PLACE. THE USE OF PRECAST UNITS WALL
NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF OBTAINING
SATISFACTORY INSTALLATIONS. SEE STANDARD DRAWINGS FOR PRECAST
STRUCTURES FOR ADDITIONAL DETAILS AND SPECIFICATIONS.
4) REINFORCING STEEL SHALL BE DEFORMED AND SHALL CONFORM TO ASSHTO
M 31. GRADE 60. WIRE MESH SHALL CONFORM TO ASSHTO M 55 AND M 221.
5) TACK WELD FRONT LONGITUDINAL REBAR TO ALL TRANSVERSE REBARS ON
TOP MAT NTH 1/8" TACK.
6) THE CONTRACT UNIT PRICE FOR CATCH BASINS SHALL INCLUDE THE COST
OF FURNISHING ALL MATERIALS AND WURK INCIDENTAL TO THE CONSTRUCTION
OF THE STRUCTURE COMPLETE IN PLACE AS SHOWN, INCLUDING THE CURB AND
GUTTER, IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
EXPANSION
JOINT
CONIC. SIDEWALK 4"
.URB 8" TOP SLAB 4.
TYR. 2"
TYR.
_LS-
5 2-, 2
END VIEW
CATCH BASIN DETAIL
N.T.S.
DETAIL "A"
2-1/2"
5-1
�0
N
i 5 '
LO
I 'F
INLET INVERT
SURFACE OF ASPHALT
SEE DETAIL "B"
12" MIN. OPENING
FOR TEMPORARY DRAINAGE
TO BE SEALED AND BACKFILLED
PRIOR TO PLACING SURFACING
GRATE (24 x 36)
FRAME
INLET INVERT
FF 3"
6"
T
ALLOWABLE
g• ' CONSTRUCTION JOINT
DETAIL "B"
of
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SUMTER MACHINERY CO.
GRATE do FRAME CAT
DI-2234 TYPE 1) OR
DI-2222 TYPE 11) OR
APPROVED EQUAL.
GRAVEL OR SLAG
2' W PVC SLEEVE AT
WALLS WITHOUT STORM
DRAIN PIPE PASSING
THROUGH (SEE NOTE),
R.O.W.
TYPE I
ASPHALT SURFACE COURSE PRIME COAT
6" F.L.B.C. ... + . .'...
•.C' PAC TED SUB -GRAD:.•, -
• .Y; 1.:.o-,•=,: t. •.'.. .: �...:.M• •':r!
NOTES: PAVEMENT SECTION
1) ALL MATERIALS SHALL MEET APPUCA13LE SPECIFICATIONS SET
FORTH IN THE SCDHPT CONSTRUCTION STANDARDS, LATEST EDITION.
2) SUB -BASE SHALL BE FREE OF ALL ROCKS & DEBRIS LARGER THAN
1" DIAMETER, AND SHALL BE COMPACTED TO 98% OF MODIFIED PROCTOR
DENSITY. CERTIFIED COMPACTION TESTS MUST BE SUBMITTED TO THE
ENGINEER PRIOR TO APPLICATION OF ANY BASE MATERIAL (TO BE DETERMINED
IN THE FIELD BY THE ENGINEER.)
3) F.L.B.C. SHALL BE COMPACTED TO 98% OF MODIFIED PROCTOR DENSITY.
4 8"
O I
e
1/20
A
v
G
s — i 1'-6• I
TYPE (1)
ROLL CURB DETAIL EXPULSION TYPE CURB SECTION
N.T.S.
N.T.S.
CONCRETE CURB EXPANSION JOINT AT 10' (FEET)
INTERVAL.
60' R.O.W.
2% MIN. 1/4" / 1' 2% MIN.
2" ASPHALT TYPE I
6" F.L.B.C. j 12"
6" COMPACTED SUBGRADE
USE 2" ASPHALT FOR 60' R.O.W. TO 98% OF MODIFIED PROCTOR
2 TYPICAL ROADWAY SECTION
18
N.T.S.
60' R.O.W.
t1' t1'
2 X A.5 2" ASPHALT TYPE 1 1/4" PER. FOOT SLOPE _ 2
TP18" ROLL I 12"
CURB TYPE 1 6" F.L.B.C. 6" COMPACTED SUBGRADE
USE 2" ASPHALT FOR 60' R.O.W. TO 98% OF MODIFIED PROCTOR
3 TYPICAL ROADWAY SECTION 60' R.O.W.
18
N.T.S.
C
50' R.O.W.
2 9 .5
1 1/2" ASPHALT TYPE I 1/4" PER. FOOT SLOPE _ 2
18" ROLL 12"
CURB TYPE 1 6" F.L.B.C. 6" COMPACTED SUBGRADE
TO 98% OF MODIFIED PROCTOR
TYPICAL ROADWAY SECTION 50' R.O.W.
N.T.S.
CL MEDIAN
(i RIGHT OF WAY
6 i 0'
36.0'
14.0' 4' —�— 414.0' -
2%
CUKt5 k I TIt I) 18" REJECT
6" FLBC CURB
COMPACTED SUBGRADE 6" COMPACTED SUBGRADE
TO 95% MODIFIED PROCTOR
4 TYPICAL CLUBHOUSE ENTRANCE ROAD 2 LANE SECTION
18
R.O.W.
8" ROLL
:URB (TYPE 1)
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N.T.S.
JOB NO.
97034
DESIGNED BY:
CVD
DRAWN BY:
LAO
CHECKED BY:
JGT
DATE:
4/ 16/98
REVISION:
OGENERAL REMSIONS
8/4/98 JGT
o' y
SHEET NUMBER:
18 of
18
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