SW8031044_APPROVED PLANS_20040108

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW I3�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

0J�
1126
1
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c
N 1137
1139
HOLDEN
BEACH, NC
1125
VICINITY MAP - NTS
LEGEND:
2�=�
Lo
n
w
0
ATLANTIC
OCEAN
El 0
EXISTING IRON PIPE (FOUND)
NRB 0
NEW RE --BAR (SET)
ERB 0.
EXISTING RE -BAR (FOUND)
CM o
CONCRETE MONUMENT
PK 0
PK NAIL
Tp ❑
TELEPHONE PEDESTAL
CATV ❑
CABLE TELEVISION PEDESTAL
WV D4
WATER VALVE
Ax-X
FENCE
TP
TELEPHONE POLE
u P
UTILITY POLE
0
ELECTRICAL
CONSTRUCTION LIMITS
-,.�-.••••• - �-
PROPERTY LINE
- - - -
RIGHT OF WAY
SETBACK LINE
EASEMENT LINE
w ,- -w' -w
EXISTING WATER LINE
�•V•---•V• •1�I•
PROPOSED WATER LINE
- - -- SS SS
EXISTING SANITARY SEWER LINE
SS SS
PROPOSED SANITARY SEWER LINE
- - --- -- - --- --- -
EXISTING STORMDRAIN LINE
----- SD
PROPOSED STORMDRAIN LINE
•
CATCH BASIN W/EROSION CONTROL
39.56
EXISTING SPOT ELEVATION
9.9
PROPOSED SPOT ELEVATION.
EXISTING CONTOUR
-35- -
----
PROPOSED SWALE
PROPOSED ASPHALT
' ' ;••'' : �'r`'':`,:` "•
PROPOSED SIDEWALK
JOHN PARKER
ET UX
(REPUTED OWNER)
DB 1273/622
I LOT 34
MADE FROM LOT 10,11,12,13,14,15, LOT 105 MAP CABINET L,
PAGE 105 / DEED BOOK 447, PAGE 432, RECORDED IN THE
BRUNSWICK COUNTY, N.C. REGISTER OF DEEDS OFFICE, AND
FROM EXISTING PHYSICAL EVIDENCE.
LOT 9
36.7
36,77
ERB
36,91
/
I LOT 33
CURVE
TABLE
CHORD
CURVE
ARC
RADIUS
DELTA
TANGENT
BEARING
CHORD
CO
27.64
229.62
„
6 53 51
13.84
S73'50'46"E
27.63
C2
37.88
224.87
9'39'07"
18.99
S82*01'15"E
37.84
C3
49.26
224.87
12'33'01.
24.73
N86'52'41 "E
49.16
LINE TABLE
LINE
LENGTH
BEARING
LO
18.31
S70-51-54-E
BLDG. AREA 12,416.00 SF = 0.28 ACRES
CONCRETE: 760.00 SF = 0.02 ACRES
ASPHALT: 13,722.33 SF = 0.32 ACRES
CURB & GUTTER: 772.88 SF = 0.02 ACRES
TOTAL IMPERVIOUS: 27,671.21 SF = 0.64 ACRE
EXIST. INV.=37.62
6
�
38,45
1
TEMPORARY
GRAVEL CONSTRUCTION
ENTRANCE
CONNECT AT EXISTING
STREET GRADE
-ELK ROAD
6y RIGHT-OF-WAY
3B,17 r- 50' VEGETATED
\ JOHN PARKER J
ET UX O
\ (REPUTED OWNER)
DB 1273/622
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03 36,2 SAC 13,43 / a; 40.70 PS 41,0 0.48 4 J 37.07 8.391 39. 1 4 .29 CKS & EIP5 V_a6C) J %/ / OPED �40.+��� 1052839.57\ \ \
I ,+41,08 7
39,56 37,66 37 49 7.72 25r $Q �� 40,3 41, �2+r7t! 1 ty>30'41 39,64
ERB 7 •,�4�
1 _ 41.,01 ER 40,84 / 40.10
3B.26 1619.9 s� 3e.2 7 40,E 09 4�� CONSTRUCTION \
1 / 1 �+ - �r LIMITS \
40.58 39,59 6 41.16 �� 41.66 4 37 U P \ \
39.39 HERB 40.22 p6�! 1' ERBrr
. / 4 99 41.9040,55
6 .0� 41.6610 \
39,7�/ E1P 41.36
9,82 40 40.41 4L07 41.69 \ \
40,99
SECTION 1 ' 40.7 \ ` 41.27 40.92
SEA SHORE HILLS ERB `43.070 409 40,76 �
MAP CABINET L, PAGE 182 40,39 4©80]\ 96 41,29
N70•53'�
40.81 1 0,00 \ 41. OAK 21
01 "W � 4 .36 42,99 + � \
26.41' 40. 949 �1.74� 1
40,38 -- 6
\ 40,28 \ ) \ \
4
40.50
LOT 32 \40,14 0 SHIRLEY ROBINSON HEWITT
40.06 to (REPUTED OWNER)
4 0.0 3 J - _ \ 40 � MAP CABINET Y, PAGE 212ZZ \ \
--- -- � f � - � � 40.86 DEED BOOK, 973 PAGE 907 \ \ \
N --40.04
�K N 39.82 39.60 9 4 ,3�3 0.43
.82 P \ 100.00
39.89' F & R DEVELOPMENT INC. N 41 39V1
cn � LOT 31 / \ ` EPUTED OWNER) \ 0,23
19 Lo 1 MA Wpo INET L, PAGE 105 40.23 4 0
/ 3a ft4C30 55 40.13 DEED BOOK 447, PAGE 432 40.01 40,27
' � 39.81
CP .34 _ � _
r \ 38.93 8 9
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38.87 � 4D-42- 4 lg� 40. X ��. 4 40,64 38.71 38,34 1, � - , 40.0
LOT 30 / 55 X 394+� �r�-x� �040,02 40.11
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38.55 LOT 1� 8. � 39.49 ' SBL So
39.57 39.62 �10 O i
38",40 ` 3_c,64 ERB
38.73 39 8 9 SBL \ 4G.67
38.38 3 ®.32' 10 Z
38.34 X 38' 39�: , ��
/ 38.11 38,20 3844� 9 �4' SBA .O6� B .
/--- - �r 40 ER JOHN PARKER ui
1 38 3B..1 NS • 5' E 38, 2 ET UX N O i 40,68 39.45
�' _ ERB c!s N 39.63 (REPUTED OWNER) r = i
7,81 `� 38 29 0 �'- 9 42 DB 924/902
LOT 29 27.7 -� cn c° LOT 1 39,80
�r ERB7, 38,4� �39,86 39,48
� 39,76 t3ti (/1
9 l 37.82 p C9,97 a 39.74 Os � r ~ ERB 37,91 - - SBL N�148�
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�- 38,79
/ 30.51 38 79 8� -- y jl j 1 O O
/ 4 LOT 19 39,33 ` 1 + 9.41 _n
1 39.63 6p 39.06 \
I 1 LOT 20 38 -' 38.40 39.2� LOB 38.47
LOT 28
LOT 21 1 LOT 16 � 1
LOT 22
LOT 23 �°NAIL E :iTAi.
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NOTES: / t;,:rl�...3t6i P «n<< H .
1. THERE ARE NO WETLANDS ON THIS SITE _ __.
SCALE: 1" = 30'
2. DIRECT ALL ROOF DRAINAGE TO THE INFILTRATION BASIN.
0 30 60 90
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TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS. ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
IN FERTILIZER: 17 TL�BS. PERLL1000 S.F.
5. CS �TREAARED 4-EG INCHES DEp. PULVERIZED, FIRM, UNIFORM SEED BED
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 -- 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
S. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED. REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. FERTILIZATION CONSERVATION INSPECTOR
COVERNIS ESTABLILISHED.TREATMENT, AND
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRAIN
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
z
4 GA. 6x6 MESH o m
TANDARD FABRIC 1 Ll
cV m
mw
00 M
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1 " LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NTS
2" S 9.5 A SURFACE COURSE (NCDOT)
6" ABC BASE COURSE (NCDOT)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
PAVEMENT SECTION
NTS
rEl
CLASS A CONC:
1'-6"
1'-0" 6" /--1 1/2"R
If
4 3"aR
3"R
a 0
a O
\_ % -4 1 - 1
a w .0 G r
a a
a a = a
r r
a d a A o a
4" ABC STONE ABC STONE SHALL
COMPACTED SUBGRADE CURB & GUTTER
CURB
GUTTER DETAIL
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
RIP RAP
ENERGY DISSIPATOR
PRE TREATMENT
OUTLET
FLUME
FLOW SPREADER
MECHANISM
STEEL OR WOOD POST
WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
PRE TREATMENT
OUTLET
DIRECTION OF WATER FLOW FLUME
ANCHOR FABRIC SKIRT
MIN. 8" DEEP & 4" WIDE.
FRAME AND GRATE
TO VEGETATED FILTER
FRAME AND GRATE
0.5'X3.0' OPENING
ON BACK & SIDE
ELEVATION OF SIDE
BYPASS OPENING=38.00'
PLAN VIEW
VEGETATED FILIER DETAIL
NTS
TO POND
PLAN
ELEV.=38.5'
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
18. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
FIELD CONSTRUCTION CONDITIONS.
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P--•115, TYPE III. FACTORY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
MIXED, QUICK DRYING, NON -BLEEDING.
STREETS.
20. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
WASTE AND WATER LINES.
OTHERWISE NOTED TO REMAIN. STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES. STORAGE TANKS. ETC. WITHIN
21. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL BE
LIMITS OF CONSTRUCTION.
A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
APPLICABLE LOCAL AND STATE CODES.
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
ASSOCIATED WITH BORROW OPERATIONS.
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
CONTRACTOR SHALL INSPECT THE. CONSTRUCTION ENTRANCES ON A DAILY
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH AN ADDITIONAL
RECEIVE FILL SHOULD BE PROOFROLLEp WITH A 10-TON VIBRATORY STEEL
2" OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY OBJECTIONABLE
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
BE REMOVED IMMEDIATELY.
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM.
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE
GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
10"
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98%
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF
STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE
EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
-- EXISTING
STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY
AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
ROAD
TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED
AROUND THE DROP INLETS.
SWALE
IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS
TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
EXISTING
OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES
ROAD
SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES.
WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH
SWALE
SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
8 FOOT STAKE SPACING.
REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
CONSTRUCT HIS WORK.
SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
DRAINS PROPERLY.
OF EXISTING UTILITIES DURING CONSTRUCTION.
7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL DISTURBED AREAS
BRUNSWICK SURVEYING ARID PROVIDED BY OWNER.
INCLUDING SLOPES, SWALES, STOCKPILES AND ANY OTHER UNSTABILIZED AREAS
SHALL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF ACTIVITY.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
APPLICABLE AGENCIES AND AUTHORITIES.
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
CONFORM TO NCDOT STANDARDS.
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
THE PROJECT IS COMPLETED.
REQUIREMENTS.
11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
CLOSE-OUT.
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
ELEV.=37.9'
OPENING TO INFILTRATION BASIN
4'X4' BOX
SECTION CRUSHED STONE.
OR fi"
DROP INLET DETAIL
NTS
4" OF EXISTING OR
IMPORTED CLEAN SAND-/
STORAGE ELEV. = 38.0
INFILTRATION BASIN DETAIL
NTS
BOTTOM ELEV. = 36.8
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TYPICAL CRASS SWALE
N.T.S.
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