SW8960913_APPROVED PLANS_19961211

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

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SITE WORK NOTES
REVISIONS
pate
Description
By
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
`G
3.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
�O•
4.
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION,
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
5.
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
661AMt.
GOAM Irt70lAI% ti
7.
8
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF
-SfCE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
OR IN
�Lwomw GZAWXV IEASOEMENTOS, THEOADWAYS CONTRA ORRISHALL ONOTIFY A L APIPROPRRIIATE PERSON ELT OF
INTENT TOTO
CON��� 0N ENVA 10. THEI CONTRACTOR SHALLA BE TEIRESPONSIBLE WRITING,LESS
COORDINATE DI CONNEC ON/ EXCAVATING.
N75
i
RECONNECTION AND/OR 7HE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
11. EXISTING SURVEYING PERFORMED BY STUART BENSON AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
eL OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
10. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS l'r`
KL
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. Z
5m N4 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED. QUICK DRYING, O
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 51. `J
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
*PL.ANI STRENGTH OF 3000 PSI 028 DAYS - AIR ENTRAINED. R
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22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR 3L
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
I�L1 f ilC PAID FOR BY THE CONTRACTOR.
All 1 QA`�! G �fiON A - A 23, SEE GEOTECHNICAL REPORT NO. ,DATED BY
am saw I m \-'MT`+'FIC& 5 Jl/yriZ FOR ADDTIONAL REQUIREMENTS.
0 700' TO WA A. N S CONSTRUCTION SEQUENCE
! t VH.s I �' „'r' • ��r r � �� 1. NO CUT 11 EVERY RUN SLOPE ORF EET L �SLOPEE SHALL VERTICAL TO3C HED ARISEONTALOR FALL OF ONE FOOT FOROF 3 [1
5 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALT. BE CONTROLLED
MZVAMM SaCLION I INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. +
3. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN w
DURING CONSTRUCTION, REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
• Wr-,,AI 11MMp- AtN1 If/, ,A/�j 1 M---rA .. I FUNCTIONING. RESTORE POND TO L DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
1 I r 1W� � 1 ^ �Y � V�L�! "r vim V� f �V 4. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
N1'S DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
II 5. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING I� J
/ BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
--------------------------------- -----------------� I INSTALL ALL EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
I CONSTRUCTION.
6. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. zm.EXISTING ASPHALT DRIVEWAY 7. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS / 4
F I SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE. +
9 PROJECT IS COMPLETE.
THOSE ON THIS
--��_-.._-_-------------------------------:•--._------------._----------------------------------------------------------,-- VERIFYINVERT &LOCATION REQUIRED TO HALT EROSION IF THOSE 8 MAINTAIN ALL EROSION CONTROL MEASURES UNITL
-
MORE STRINGENT MEASURES MAY BE R
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1 w NRESONNEL PRIOR PLAN
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TO INSTALLATION 10 REMOVE MRNUPON
COMPLETION OF
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4 e d .4' -a ..° _ < /.' a - - a• d a ,` - r NERG •r_ " - INFILTRATION yPOND
d ° . a ° ° j HC `RAMP ISSIP QR '' f . TOP OF BANK 17.5
2� a d 'd ; e d• 2 �' 6 r 10 x 10 x 12" 1
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`' SITE DATA`Qea
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f I TOTAL AREA 3.31 ACRES±
o.�� ' o°o°o - j 15 - BUILDING AREA 8000 SF E C E `/ _ <
0
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-. i f ��• PARKING REQUIRED SPACES ZONING 142
N J y I
r TO'x10'�ci2" - -. - - - f PARKING PROVIDED SPACES 10 EP 2 31396 ��►tittlrrrrrr
J:
17.5
r ENERGY DISSIPATOR _ ASPHALT AREA 11,210 SF
._ �._ + STONE AREA 32 777 S F
5674.i w 600� o
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ti l E AREA PROJ �c [cat l 3Q'••y
2' RETAINING WALL ; 2' RETAINING .WALL
-- CONCRETE AR 306 SF x
!j LANDSCAPING AREA REQUIRED: 3519 SF
TOP ELEV. 25.0 r- TOP ELEV. 24.0.- EXISTING ALL -STATE SUPPLY J LANDSCAPING AREA PROVIDED: 3550 SF _ 5 E A L •:
` - - -- -20- _ 17374
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DATE 09-19-96
-2 DESIGN PGT/SMH
DRAWN MLH
= � I
LEGEND
EXISTING CONTOUR
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- PROPOSED SPOT ELEVATION DATE p�urri'ED
c 1
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SCR 19 1991
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3.31 Ac. ± .. k-
PT. FLEMING 8 ROYAL TRACT j
CAPE FEAR'TOWNSHIP. k
NEW • HANOVER CO., NORTH CAROLINA y
SEPTEMBER.14. 1989
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