SW8061105_APPROVED PLANS_20061130

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 d�0 \\ Oro
DOC TYPE
❑ CURRENT PERMIT
T APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
'2.00�0 \�3y
YYYYMMDD

EXISTING SDMH I ISTING CI
RIM 31.91 I RIM 21.55
INV 28.47 INV 28.64
a
19-1
EXISTING Cl-EX' a• SECTION 10 LOT 12 ; N
RIM 32.04 1� RC R I SECTION 13 LOT 10 LANDMARK INDUSTRIAL PARK Z
INV 28.89 I I LANDMARK INDUSTRIAL PARK I MB 29 PG 113
. CONCRETE CURB do GUTTER MB 31 PG 77 I DB 2404 PG 679
00
to
-16 DB 1583 PG 517 % X rn
HM
EXISTING SSM ZONING:
A / ZONING: HM -� USE: COMMERCIAL
RIM
25 95 I v / USE: VACANT INV I o
' SSUMED ELEVATION 30.00' CITY ILPIANDGTIO/ EXISTING POND
EXISTING SDMH-DUMPST R
RIM 30.53 NDONED MH SCRE�NG 1 1
INV 27.09 I \ c) Z RIM 31.55 \ I 1 1
06' OW.
8 RC oo, INV 26.55 / / ^ 1 \
EX. 3 .00 TIE a' I / / 11 \\ 254.94' \ \ \ RIM 32 44
? 1
a 45 " \\\ INV 30.51 /
o wo \ \ N _
N8�1 _ (269)
PROPOSED FIRE ,
HYDRANT RELOCATION % 19 a, , / \ IX. 12" CONC. PIPE
s, ti9�� �' TERMINUS
CITY STANDARD APRON I 216 S 300 n / 9� NOT FOUND
REMOVE EXISTING CURB o /
SDMH No. 2
MATCH EXISTING GRADE
F.H. TO BE RELOCA _ o, \ RIM .
\ INV 28.20 �
50' TEMPORARY
CONSTRUCTION ENTRANCE A5 / \ 30•g\ I SECTION 17 LOT 5
1 1/2" WATER SERVICE I in ° 3Oc // h LANDMARK INDUSTRIAL PARK
MIN 3' BURY o ° 22 �w \ \ MB 34 PG 112
1 1/2" WATER METER 3 �! \ S� /,� t/ / DB 2342 PG 128
W/1-1/2" CURB STOP IN VALVE •19 6 �30 ^ 4 / ti ZONING: HM
BOX AND BACKFLOW PREVENTION I u3/ / _ _ �i� \ \ 1 / USE: COMMERCIAL
MODEL 850 MASTERSERIES � C'� "� -ao_ �'•Z9 - � �
DRAINAGE AND MAINTENANCE
EASEMENT
GW •A 8
SECTION 18 LOT 35 1 gd pN $ �/ / �. �?e - o' PROPOSED BUNG ( i
LANDMARK INDUSTRIAL -ARK � - - _ 17,•400 SF i
DB 1649 PG 0294 ; d a _Zs- - F.F.E. fl i i
I DB 1819 PG 0600 I 1 \ "be - - / /
G DMH rn \ / I 30.9S.0 3
ZONING: HM N 1 \ a s RIM 28
INV 26.37
USE: COMMERCIAL CI No. % +/9 /
RIM 28.65 \ w N 222 NE WAY SIGN _ �9 1 " / I No. 3
INV 26.00 y RIM 28.5
CI No. 1 N " 0 s --O WAT- / / INV 26.0
RNV 25 79 \ry _ ry �� // / �ti6' DO NOT ENTER SIGN
CI No. \ X ' v e // CI No. 4
RIM 28.0 �' Z5 / / / RIM 29.8
INV 25.5 n v °� - INV 25.5
12" WOOD TIMBERS RETAINING WALL
CITY STANDARD APRON / ' , DMH No. 1
REMOVE EXISTING CURB 1 _ I �' RIM 30.5
MATCH EXISTING GRADE N m _ _ / INV 25.0
CONSTRUCTION TERMINUS5. �` 18" FES INV 24.7
CONST U /SNOT FOUND w/1O'x15'x18" ED-
/ / EXISTING C
NOTES:
1. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL
REQUIREMENTS. WATER METER(S) CANNOT BE SET AND ACTIVATED ON NEW MAINS UNTIL
ALL REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THEIR "FINAL APPROVAL".
CALL 910-343-3910 FOR INFORMATION.
2. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
3. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CITY
WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE CITY AND
APPROVED BY USCFCCCHR OR ASSE. CALL 910-343-3910 FOR INFORMATION.
4. WHEN PVC MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH
NO. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED TO THE
PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE WIRE AND
SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN ALL VALVE
AND METER BOXES FOR FUTURE LOCATION OF FACILITIES.
5. WATER SERVICE IS TO BE PROVIDED BY CITY OF WILMINGTON. MIN. 36" BURY.
6. SEWER SERVICE IS TO BE PROVIDED BY CITY OF WILMINGTON.
7. SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET
MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
8. ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WILL BE REPLACED.
9. TREE PROTECTION/SILT FENCE TO BE INSTALLED PRIOR TO CLEARING AND GRADING.
10. HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB.
11. LANDSCAPING CAN NOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT
CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUNFERENCE OF THE HYDRANT AND FDC.
12. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDING(S).
/ RIM 24.04
/ INV 21.30 " �2
EXISTING CI cNn\ GP c3$D/ SECTION 17 LOT 5
24.41 R / 5 / LANDMARK INDUSTRIAL PARK
RIM
INV RIM 21.01 � MB 34 PG 142
. 0 /
/ DB 2342 PG 128
EXISTING SDM + / \o / 12" WOOD TIMBERS RETAINING WALL
INV 20.67 �HM
RIM 23.97h ems• / / / / OUTLET STRUCTURE ZONING: R
�}• � \ � - / / USE: COMMERCIAL
EXISTING SSMH NO� \ \ // / SDMH M No.
5
RIM 24.40 / <^f \ 114V 21.60
INV 20.25
SECTION 20 LOT 31 TIE TO EXISTING SS MAIN \ \ 1\ .30' EMERGENCY SPILLWAY INV 28.10
LANDMARK INDUSTRIAL PARK SAW CUT AND RESTORE v� \ \Fp \ \ _ SDMH No. 4
ASPHALT TO EXISTING
DB 2197 PG 0546 � \ RIM 25.0
CONDITIONS f INV 22.36
ZONING: HM 6" SS SERVICE O 1.0% d,
USE: COMMERCIAL MINIMUM 3' BURY c��,o CX. FH ASSY
s r,
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Ar
ti
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SITE PLAN
1"=30'
BAR SCALE 1 "=30'
30. 15' 0' JO' 60' 90'
O
AV
SJa�
LOCATION MAP
SITS DATA
SITE ADDRESS 408 LANDMARK DR.
ZON''^IG IND
BUIU-ING USE OFFICE/WAREHOUSE
PARCEL I.D. # R06500-002-007-000
R06500-002-007-000
TOTA,- AREA 6P&A (GROSS) 1.40 ACRES
DIS`+ I_ REED 1.47 ACRES
BUI;_ ZING HEIGHT 16,
SET ' -CKS
=tONT 50'
PRC.-OSED BUILDING AREA 17,400 SF
3,F.30 OFFICE; 14,000 WAREHOUSE
TOTr PARKING SPACES REQUIRED 26-31
1 P!,Z 200-300 SF OFFICE 12-17
1 F'.4 1000 SF WAREHOUSE 14
TOTAL. PARKING SPACES PROVIDED 27
PRO OSED ASPHALT AREA 21,804 SF
PRC`')SED CONCRETE AREA 1557 SF
TOT ;_ IMPERVIOUS AREA 40,761 SF
LOT 'AVERAGE (BUILDING AREA) 28.5%
LOT COVERAGE (IMPERVIOUS AREA) 76.75%
STR _YARD AREA REQUIRED 5650 SF
30' - 54') x 25' = 5650 SF
STR "IlYARD AREA PROVIDED 5666 SF
LAN ;CAPING AREA REQUIRED 1744 SF
,804 SF x .08 = 1744 SF
LANDSCAPING AREA PROVIDED 1744 SF
FOUNDATION PLANTINGS REQUIRED 511 SF
1 "6' (L) x 16' (H) x 12% = 223 SF
150' (L) x 16' (H) x 12% = 288 SF
FOUNDATION PLANTINGS PROVIDED 520 SF
CAMA LAND USE DESIGNATION DEVELOPED
THIS PROJECT NOT LOCATED IN A FLOOD ZONE
- - - -32- - - - EXISTING TIINGCONTOUR
PROPOSED SPOT ELEVATION
DROP INLET w/INLET PROTECTION
•r- �-- STORMWATER RUNOFF DIRECTION
CONCRETE AREA
(175) LANDSCAPING w/AREA
LIMITS OF DISTURBANCE
- X TSF X - TEMPORARY SILT FENCE
- W W - PROPOSED WATER MAIN
- SS SS - PROPOSED SEWER MAIN
- SC SD - PROPOSED STORM DRAIN
STREEIYARD AREA
i
- X TP X - TREE PROTECTION FENCING
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
iiGs OG Am received,
DATE PRINTED
['\ 0'd 0 1 2006
OWNER INFORMATION:
MONROE HOLDINGS, LLC
HAROLD LANE
PO BOX 216
CAROLINA BEACH,NC 28428
PHONE [phone]
REVISIONS
Description
\�u u i nDi��
Ess'rQiy�%,';
S E A L
• 17374
GR�pK�
DATE 10-19-06
DESIGN PGT
DRAWN JLR
c I
SHEET 1 OF 3
05200

2114 WOOD FRAME SITE WORK NOTES
x"/ WOOD Olt SFEELFSWMMABMW eo MINIMUM 10' I. THEi�CONTRACTOR Dm BORN oNAMro�MEHE SITE
AND E BECOME
FAMITHE LIARIZED
'� EXISTING
o REVISIONS
>e A 14• WEIR 6 VEGETATIVE SHELF Description B
2. CLEARING: CONTRACTOR SHALL REMOVE Nl TREES AND VEGETATION WITHIN UNITS DateY
TOP OF BANK EMBANKMENT OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
A aim A A Lis• RCP •I EL 28.5 VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
CRY FLOOD POOL EL 27.25 MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
STATE FLOOD POOL EL 26.5 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
•/�R� .4, ST�•� REPRESENTATIVE ro COORDINATE REMOVAL OF ANY SOFT AREAS.
• i0 - 5. DISPOSAL CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
smMRort • 4 �T NORMAL POOL NORMAL POOL EL 24.5
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
_ 24.5 8. FILL AND COYPACIION SHOULD COMPLY WITH GEOTECHNICAL REPORT.BLIM FABRIC 9RTf 1 T 6 7. ETHE
CONDITION
. . THE CONTRACTOR SHALL BE RESPONSIBLE CT _
UT AS ONF1CIta NAND � RRfNORK
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
GALV. BAR GRATING - 1• x 1/8• BEARING BARS MAX OPENING 4 FOREBAY 3 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
:r - T FASTEN WITH TYPE J CUPS. ATTACH TO 1-1/4� x i-1/4' xt/4 1 MAIN POOL PROPERLY PERMITTED FACILITY AS REQUIRED.
COARSE A067EIINWE BOTTOM EL 21.5 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
GALVANIZED ANGLE FRAME MORTAR FRAME TO TOP OF OUTLET STRUCTURE. ATTACH GALVANIZED WIRE 1 EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
3 CLOTH OVER SMALL DIAMETER L� IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS. PUBLIC AREAS OR IN PRIVATE
TEMPORARY GRAVELLED
� MAN ORIFICE (B NEST) .020 WIRE 3 3 BOTTOM EASEMENTS, THE CONTRACTOR sHNl NonFY ALL APPROPRIATE PERSONNEL OF
��!' A F TOP OF BANK 4 POND SLOPE TO BE SEEDED IN ACCORDANCE EL 18.5 THEIR INTENT ro EXCAVATE, IN WRITING, HOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
wo9D Olt CONSTRUCTION ENTRANCE ENERGY DISSIPATOR cxnr FLOOD POOL 2 4 TO SEEDING SPECIFICATIONS 10. THE RECONNECTION A D/OR H RESPONSIBLE TO COORDINATE DISCONNECTION/
/
WOOD FRAME THE CONTRACTOR
R SHALL.
THE RELOCATION SIBL of ALL COORDINATE
DSCONN WITH
SINS S•� 6:1 VEGETATED SHELF TO BE PLANTED APPROPRIATE PERSONNEL
HIS �R 15• RCP STATE FLOOD POOL 6'5 WITH WETLAND SPECIES I.E. COMMON THREE 11. EXISTING SURVEYING PERFORMED BY AND SUPPLIED BY THE OWNER.
•/NRAIE MANED IN= mw SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
SEDGES SMARTWEED WATERWEED & WILD CELERY THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
4 A PUMP' WILL BE PRbVI EMERGENCIES
TO DRAIN THE BASIN 13 PRIOR
TOCOHTRAACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
DN. 24.5 POOL 24. FOR MAINTENANCE AND EMERGENCIES
20 HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
^_ VARIES 6'-8' MIN.14. ALL PVC llIB1EY MANS STALL INSTALLED WITH A MINIMUM OF 38• COVER
' "°`` 3 DETENTION POND & FOREBAY SECTION 15. AT
FINAL
GE CONNECTIONS sHN1 BE INSTALLED ro MEET ALL LOCAL AND STATE CODES.
TUTS METERS. TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
fiF 1MIs STEEL OR WOOD POST OF THE CONTRACTOR AND SHALL L COMPLY WITH ALL REQUIREMENTS.
NmElk WIRE FABRIC �6I A) _p I 16. ALL PAVEMENT,
MNATERWAS AND EW ENT. SHALL �RRDPRwTTEE H RRIRICADES SOARDS S. SOS. LIGHTS�G
�Y� OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCOOT
1. AS SVNTE110 F'NMM USE A P10111C US SEkT OF NMX 0. m PROVIDE MMM SONORITY m THE FINE WITH • TEMPORARY BOTTOM 18.5 NNO/E TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
P0.YFSIFR, LR EBIRME AVM-Ea1M StI1FFNNiH 2M-NCH WOOD SHIPS NgUlp 11E C� OVERFLOW MN. 12-1/2 GA o 9 FILTER FABRIC GRAB x 1. CONTRACTOR IN1Y I1SE f/8CK WITH MAX. COlrefl 1' PER COARSE 17. Nl AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT O
iN01 VK)-11wT CONWIS MOULD IIET ANY MFA AT A WOKE OF to Fr ABOVE TLE Cow me CIESY. INTERMEDIATE WIRES 1�
N1a1aa NID SFABEOIAB. FATBec aalw BE SLFFx5F„ar SECTION A - A FILTER m z CONRwCidt MAY USE EOCOAItlC Y.H. UNIT
ANY DISCREPANCIES ro THE ENGINEER PRIOR ro INSTALLATION. ALL AREAS SHALL BE
POROUS m FRM CE nDED1IRE oRWADE OF THE TBMMR Y 0. MACE THE BDnTxI 12 I ISES OF TEE FABRIC N A TIE= AND rc� SLOPED ro DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
SmNEA7 W I NRLAP YIW LA USED E FOR SO DAYS.
OR 12 I THE ,OF CO W AT IFIL 4 NOE4 OF ptl191Ep SIpE DG 1 LIB 1 ION POND OUTLET STRUCTURE '� 18. CONCRETE STORM DRAINAGE PIPE SHNl BE CLASS III WITH RUBBER GASKEIED JOINTS
APM1dl101S. R IIIRf BE REPLACED EVERY NO DOS OR /2 Ntl6 OF COIPICIEn 90L 0� AND INSTALLED N ACCORDANCE WITH MARUFACRUREA'S REQUIREMENTS.
NTS �� 19. CHLORINATED RUBBER ALKYD, FS �P-115,ALL \TYPENII, FACTORY MIXED. QUMARKRM. PAINT �DRYI G•
2. OUT FABRIC FROM A OMMMM ROLL m MAIMTE JONR. 7. �� m eM � SINIM AND FINE imm MUST BE U3 • NON BLEEDING. REFLECTIVE PAINT USE WHITE LANE MORNING FOR MAY BE ADDED AT OWNER'S OPTION FOR
BE A
s FOR SINES• USE 2R4 NRf +f000(P+wF1ERFDJOR TORRMYENf Z0. MIUCEILE RON SHNL BE CLASS 50.
PETAL WITH A MMIY IiNDIH OF J FT. 0. 71E TOP OF IN fINE FROM
HE DR COST N WELL BROW THE FROM
ern NIGHT REFLECTING.
4. SPACE SINES ROILY MOUND THE PBUO R OF THE NO � FROM 71E OIDP NIEf m KEEP RUNOFF PROIt . ANCHOR FABRIC SKIRT z
A MAXIMUM a s Fr MALTING AND SOMOMY OIRME THENA INTO B"VB D THE NIET- IT INAY E tNEC41SAR1' m BIIID A TEMPORARY O AS DIRECTED BY ENGINEER �p Rp7E
THE GROUND. APPRNVNELY IN NCM DEEP. INE ON THE DOWNS OPE SINE OF 71E STROCRIRE. 1 10, NO. 2• - �UHROSC' MODEL CH-BN-2001 21. CONCRETE FOR WALKS, CURBS AND DRIVES AIR ENWl HAVE A MINIMUM COMPRESSIVE
M 8 1 }� AL ► STRENGTH TESTING
OF 3000 P51 O 2B DAYS - AIR ENTRAINED.
T
;p D EQUAL ASPHALT PAVEMENT 22. FIELD iESRG SWILL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR 124
TEMPORARY FABRIC DROP INLET EROSION CONTROL BOTTOM OF 1 BY THE OWNER. FURTHER CONTRACTOR.
TESTING REQUIRED DIME TO A FAILED TEST WILL BE
NIS SPILLWAY EL 78.1 3 T� K EL 28.5 cRo SEEPAIFOR BY THE LREPORTrNO.
ELEV. VARIES 23. SEE GEOTECHNICAL REPORT G. DATED BY /1
NOTES: FOR ADDITIONAL REQUIREMENTS. w
CONSTRUCTION SEQUENCE
I. FENCE FABRIC SHALL BE A MIN. OF 32• N WitTH AND PRE -CAST CONIC.13 1. G CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FAA. OF ONE FOOT FOR
SPACING SHALL HAVE A ABA. OF SD( LINE WIRES WITH 12 STAY 2. NISEI wRUN OF u BCE ALLOWED VERTICAL TO
EXIT THEIR SITE�ALL EROSION SHALL BE CONTROLLED
4• INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MN. OF
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
SANOVID WATER VALVE 38• N WIDTH. FABRIC SHALL IC FASTENED , • • P� INSTALL LIMITED
DARY�"EROSSIION CONTROL MEASURESAS SOON /IDS I�IBLE � BBEEGINNRD
CONCRETE BOX ! COVER MARKED . CI1RB ! « ENGINEER.
10 THE WIRE FABRIC AS DIRECTED BY THE 8 3000 PSI tXXNC. ! COVMt PIEOLRf 4• RgER RI16 I1 •I
4 ; _ ENGINEER. 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. ~�
Nor E] ZB.S SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
3. STEEL Posr SHALL BE S'-O• N HEIGHT AND BE OF THEsMi,Y x
-9 CLEAN-pR SELF -FASTENER Sim ANGLE TYPE. EL Z8.1 BgEE PTLqVIN FORPIPE ACCUMULATED N FRONT OF THE DEVICE OR WHEN THEY MEN( OR FAIL STOMATA TRAPS ARE z
ORIENTATION SIZES CLEANED OUT AS STATED OR WHEN HIVE FUN. a
4. WOOD POST SWILL BE A MIN. OF 81 IN HEIGHT AND 3' �1 1� ,'`. 5. E APPLICABLE• CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN �I O
FLOW
SEAL CLF/1N TO 4' N DIAMETER. WIRE FABRIC SHALL BE FASTENED 3 GORTA DURING CONSTRICTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
w/OUCT TAPE&SEE NOTE 2) PVC OR CP TO WOODEN POST WITH NOT LESS THAN }9 WIRE STAOLE FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
„� ISM , 1/2• LONG CURB INLET DETAIL 6. W, INSTALL �E ACCUMULATED SIPS ®� ACT �M w
TEMPORARY SILT FENCE �� SPILLWAY DETAIL 7. A�UYER TOPSTORM IPSSOILN SMALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
> 8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF M PHASE OF V l V
PLUS IN/A' SNME TEST PVC OR CPS ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZEO AREAS.
I'm w/MG NUT (SEE ROLE 2) NTS CCppHNCC,, 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
4 BLOR7( �' 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
OR 6• CONC. 4000 psi 6 -1 PLAN EFFECTIVE
11. REMOVE ALL TEMPORARY E CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
6 x6 xW2.9xW2.9 WELDED 1-- %
1-SEWER TAPS ro LE PERFORMED BY CITY CREWS EXCEPT SEWER • • FA ALL PERMANENT MEASIRRES SHALL BE WELL ESTABLISHED PRIOR ro PROJECT COMPLETION.
WHEN TEES OR AYES ARE INSTALLED N NEW MAINS LAID 2-2 1/2• HOSE
Tn THE CONTRNTOR e-ap a,g1.N UNRadM PE kAoMA �-� Iles WIRE FABRIC REINFORCEMENT taEN MN OPERATION EROSION FOLLOWING EVERY RUNOFF -PRODUCING ILL BE
El BUT CHECKED G CASE LESS THAN W � F�
2-THESECONNE TIONS SHALL N N57D1LLm WREN NO H0115E 4 1/2• PLUMPER CONNECTION FACE .. a •, . TENANCE REQUIREMENTS E-1 0
1 ONCE EVERY WEEK.�VERY R NREP RS BERMADEEIMMEDIAFOR
�AWNTNN N.L z
ODIINECTTI011 B 1NOE AT C.O. 2 CENTER LINE OF STREET PRACTICES AS DESIGNED.
4 i/2 ' StMmMr Nozzle- NOBonNI StaMEd ;.. -:
GUIDELINES FOR STANDARD CLEAN -OUT 4-80 d19R°I ti1f°°/M k'a' 2. ALL CONSTRUCTION ENTRANCES WALL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2
SANITARY SEWER HOUSE SERVICE t MIST �� • INCHES OF /4 STONE ro MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED IN TO
BREAK SEMM ORSD 3-04 T '� Y-3• ML s'-1 s MIN. THE STREET WILL BE IMMEDIATELY REMOVED. ^ Z
NOT TO SCALE WORD ,WATER' ON COVER Y�i "' YH RIGS 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET N� O
PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 5OX FILLED.
SECTION GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
• DRAINS PROPERLY. E
NOTES: 4 ABC STONE Z
1. WATER METERS ARE TO BE PROVIDED BY THE CiTY ARTY LIE FLUSH 4. SEDIMENT MILL BE EREMOVED FROM BEHIND THE SEDIMENT FENCE WHEN R BECOMES ABOUT
Y"'F'FINISH ` "°E ' rm DllMPSTER PAD DETAIL STORM DRAIN MANHOLE DETAIL TO ,� TNT "a DER. FENCE. AK6 WILL BE BE
6D FEET APART UNLESS Tn
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC Vl
RIGHT-OF-WAYS AND/OR EASEMENTS AxwAzrAEaIBIBF �AaWrAERE w � 1••1 3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS Cl VALVE BOX > - r ONE A WIRE BACKING IS USED WITH N FOOT STAKE SPACING.
I _t ,� 5. THE SEDIMENT BASIN T14 BE CLEANED OUT WHEN THE LEVEL OF R REPLACED
REACHES 2 FEET
�10W THE TOP OF THE RISER. GRAVER WILL BE CLEANED OR REPLACED WHEN THE r
8•-O• GATE VALVE ►!1. SITE d• SEDIMENT POOL NO LONGER DRAINS PROPERLY. t•i
WHERE RAW WIDTH PERMITS TARN RIGHT TO OPEN I v ^.�r�, 4X4' POS13 6. ALL SEEDED AREAS WILL BE FFRTNJZED, RESEEDED AS NECESSARY. AND MULCHED ACCORDING O
TRAIN ••,I �( r�.%A,i ,,.y w _ I -+ 1-? Iti•M LLy �� WHERE RUNOFF IS DIRECTED - TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE 0
0'-6" LARGE CAST IRON METER BOX �Q /p I I I i x SHHALLFROM
OPE AWAY ASSHSH _ VEGETATIVE COVER.
MAX :SI AtlRO1NFEwI�ErsEI ffla MIRMOMIIEN�N[{>a'MA \ CLASS 4*4v�
1 2• SF 9.5A (NCDOT)
;,. ws-Nr Ors AadwrMWllMEOWEWIWN ASPHALT. 3 •I LATE CORER & EARLY SPIRAW
' . N•:. CONCRETE PAD NE'�Wax A�eRRWg ASPHALT
8• ABC STONE (NCDO7) .
NOTE: 15• X 15• X B• S PAVEMENT • _. •LL CM. �DUAL R--I
t-SEE SO 4-02 FOR JOINT RRESTRAINT REgNRED - ... SEEDM MORURE 0
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ASPHALT SLOPE • IN OWNER & GEOTECHNICAL fV
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m Ist PUL JOINT OF PIE �� MULCH WINNING 700L A..� O 1UM I a
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L UK COMMON MMON MIN APPEARANCE OLr tll BAAT0 IBS�"wME R COMMON E- F�7
p sous 7.7Is SECTION •A -A• DUMPSTER PAD & ENCLOSURE DETAIL COME A PER. MEaRARs THY E 034ACED WAIN 5 a w• EInRWETIa �) Itd/EEWt ~' ri 0
FED. AIWNW J JOINT REI RIMT HYOMNMT m MIA THE SEEDriG DALES OBMM NOW No �'�"" O� 1 ►,�yr O 'Mil,' `v
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MINIMUM AVERAGE WEIGHT 40 LBS. HOME. EXTENSION 40 LBS. Holm SOL AMENDMENTS SEEDING NOTES ` -
A� ODT a 1O01ID � DUTY OU MUID REOII RM SEE NOr FOR USE IN RSD 114-4�IOGTIdB 1. SMWX THICKNESS SHALL BE r 1Mffi HMO OTHERWISE. IMPLY ;AE NO FUMIM ACCOBMIO 10 =L ieA1N. OII IRA' 7.No bl . MOINONB - MY 1N-NIC IN
JIYNf R SD 4-02 EaMo AQMMRMM iNtsME Alo OW ODIC lo-io-to FTRRM P®MawT - M I -AM IN
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11-4 t D Wr m SCALE 0. ,//hY�2'ExM�NSMN JOIN ((.L) REQUIRED AT s0' MAX. AT SWeMK �CH
JIINCIIONS, AT sTRICTLIliES, AND AS NOIm ON SITE PAN. MALT 4,000 r/os. BNI MIRpt �BNFNT CONS! OF MORE SMOTE LM M AND PJD WAAOE�O IDS-10�RA1MU WA]C WOIAO IWOA
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SECTION C SECTION D RESERVED ATM IDENTIFlCATON SYMBOL MENFLr IRIOEW n8 MIN RA LY AI DYNEBOLT TO WD. POST W/ 3/8• CALADIUM I� 1O FALL -WINTER S E A L
RAM AWEWn A17 PAINT PLATED NUTS, D)LTS & WASHERS. AWE .N.Y m 1.s A enYO i,_o. , AOPLO pb AMM Mrr• A.RN. PARKING ❑ PERMANENT GRASSING DETAIL,7374
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COVER ANAvy ArN`YR A Y amFl b WIiOMM•/ vend ` 9x V-O• x .080 STD ALUM. SIGNMRIMIY AVERAGE WEIGHT 20 LBS. IPHROI�LAR BmOLT T�0 NY'D"NPOSTIW IRNB 3 8• GWDHUSEEDNIG MDcn1RE TEMPOiWiY FALL GRASSING DETAI � r DN ONWN:TMN � CWW AERM ® / � ■I9E N&MR1 �, �4' . ....... `:
AIM PLAN RMIR PLATED NUTS. I#)LDS !WASHERS E On IBM OLM O► TM a SEEDM MDCRSiE , A C�{ `\�
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\ GWINNW[W JnW Yam• [WINTADv.SWI fdSORS WEAR 3/8• CANDUM PLATED avvw_ANIL SWIG N07M
l.E0ER10 AND BORDER - GREI]N NUTS. Lis ! WASHERS. BID0.-SIRIICIIRE
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AWIAD ANMLWNL iNEIRE NE WE NNER1 WJE RL NDi' TOAD NO DRAWN JLR
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SECTION I -I=^E AND N A YARN ANOYWM TOOL ®� 100L ■ITA1 02El Wffl 3
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WATM MErtER N�ox TYPICAL ITS RAMP AND STANDARD DRIVEWAY DETAIL TYPICAL HANDICnLPPED SIGN DETAIL SIDEWALK JOINT DETAILS SHEET a OF 3
SD 4-13 WfIEEL CHAIR RANIAP DETAIL ON F , 40 2, IN aoL ISIs LW ARMY 16y� MIRDMM W awnn �,� rN�' �It .Ynni°°rr T ���� Prr°r�vn°
RI FFIIMIMIY, 40 r Y 81DiR NO 40 W M +IRSMUI, RlOY A fi+L DIY r lmn R M r �r b adN Mryum ft 0
NOT TO SCALE A6 TUTS HIS MAIN R1 W1EM lUi MRIN@71. AMID RRINlfBt IPFIIGTDIB AMWW .Axe 1 F(PrSTa,t
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• 4•M 'a T� D1YWkD ADN MMEOIOEDC YW 10 A EE,T OF 73-]3 .TOES 05200
NOV 0 1 2006E