SW8090620_APPROVED PLANS_20090727

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8oq (, p20
DOC TYPE
❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 ooq o'12')
YYYYMMDD

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MAINTENANCE NOTES:
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED AND MAINTAINED DAILYAND AFTER
EACH RAINFALL GREATER THAN 0.5 INCHES. ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT
LIMITS SHALLBEREMOVED, THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR:
CONSTRUCTION ENTRANCE'
INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR CONDITION OF SURFACE. TOP DRESS WITH
NEW GRAVEL AS NEEDED. CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND SEDIMENTATION
AFTER RUNOFF -PRODUCING RAINS. MAINTAIN ALL VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT
PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY.
SILT FENCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE
DURING GLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE GRAVEL OUTLET'
INSPECT SEDIMENT FENCE GRAVEL OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN. ANY RIP RAP DISPLACED MUST BE REPLACED IMMEDIATELY.
OUTLET STABILIZATION STRUCTURE:
INSPECT RIP RAP STRUCTURES WEEKLY AND AFTER SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENTS TO SEE IF
ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
BLOCK AND GRAVEL INLET PROTECTION:
INSPECT THE BARRIER OF AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENTAS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS
BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE
OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY
STABILIZE ALL BARE AREAS AROUND THE INLET.
UTILITY KEYNOTES:
❑1 1 112" DOMESTIC WATER METER, CONTRACTOR SHALL COORDINATE WITH UTILITY.
❑2 2" DOMESTIC REDUCE PRESSURE BACKFLOW PREVENTER (MODEL WATTS 909 M1 OR
CITYAPPROVED EQUIVALENT) INABOVE-GROUND HOTBOX ENCLOSURE.
�3 2" DOMESTIC TYPE "K" COPPER WATER SERVICE, CONTRACTOR SHALL COORDINATE WITH
CITY, ALL WATER LINES SHALL HAVE A FINAL COVER DEPTH OF 3'-0" IN NON -TRAFFIC
AREAS AND 4'-0" IN TRAFFIC AREAS UNLESS OTHERWISE NOTED.
❑4 6"X 2" TAPPING SLEEVEAND VALVE, CONTRACTOR SHALL
COORDINATE WITH UTILITY.
�5 EXISTING FIRE HYDRANT.
© 1"IRRIGATION WATER METER, CONTRACTOR SHALL COORDINATE WITH IRRIGATION
CONTRACTOR AND UTILITY.
�7 I- IRRIGATION REDUCE PRESSURE BACKFLOW PREVENTER (MODEL WATTS 0091030T OR
CITYAPPROVED EQUIVALENT) IN ABOVE GROUND HOTBOX ENCLOSURE, CONTRACTOR
SHALL COORDINATE WITH IRRIGATION CONTRACTOR AND UTILITY.
LOTA
CONSTRUCTION SEQUENCE. TEMPORARY SEEDING IN NORTH CAROLINA STORMWATER MANAGEMENT CALCULATIONS GRADING/EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING C/)
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT SEEDING MIXTURE DRAINAGE AREA = 158,886 SF OR 3.65 ACRES UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL
COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND SPECIES RATE (Ib/acre) ON HIS INITIATIVE AND AT NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO
ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT. EXISTING IMPERVIOUS AREA = 0 SF OR 0 ACRES (0%) CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE,
RYE (GRAIN) 120 ALLOWABLE IMPERVIOUS AREA = 113,692 SF OR 2.61 ACRES (7291) OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE CQ
1.) OBTAIN A LAND DISTURBING PERMIT. SCHEDULE A PRE -CONSTRUCTION MEETING. ANNUAL LESPEDEZA (KOBE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
LATE WINTER & IN PIEDMONT AND COSTAL PLAIN, QI (EXISTING) = 3.99 CFS NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA "ONE-GALL'AT800-632.4949 FOR ASSISTANCE
2.) INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT EARLY SPRING KOREAN IN MOUNTAINS 50 QI (PROPOSED) = 0.11 CFS IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
TRAPS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS - O
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER QIO(EXISTING) = 10.59 CFS 2. SUBJECT PROPERTY IS NOT LOCA TED WITHIN A SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE X" AS DEFINED BY HUD
NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND Z
IS NOT TO EXTEND BEYOND JUNE. O
BASINS CONTRACTOR
HALM BEGIN
CONSTRUCTION. SEE DETAIL ON SEEDING SCHEDULE. CIO (PROPOSED)=6.84 CFS F.I.R.M. COMMUNITY PANEL NUMBER 3720730600 J, WITH AN EFFECTIVE DATE OF JULY 16,2003. a
CONTRACTOR SHALL BEGIN WITH SEDIMENT FENCING AND ALL OTHER SEDIMENT W � O
CONTAINMENT DEVICES FOLLOWED BY ALL DIVERSION AND BY-PASS DITCHES/BERMS. GERMAN MILLET 40 3. ALL GRADING AND BACKFILLING, EXCAVATING, ETC., SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE
SUMMER IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDAGRASS GEOTECHNICAL INVESTIGATION REPORTS. REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO � ti W
3.) BEGIN CLEARING/GRUBBING AND GENERAL EXCAVATION ON SITE. IT IS THE MAY BE SUBSTITUTED AT A RATE OF 50 LBIACRE. THESE PLANS.
RESPONSIBILITY OF THE CONTRACTOR TO PHASE/STAGE EROSION CONTROL TO ALLOW W O W
Z O g
FOR CONSTRUCTION. 4. THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK. 2 Co 2 O;
NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION DEVICES AT LEAST ONCE O Cl) O ti
A WEEK AND AFTER EVERY RAINFALL. GRADING ACTIVITY SHALL BE PROHIBITED IN THE FALL RYE (GRAIN) 120 5. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. NCDENR LAND QUALITY MUST
AREAS OF THE SEDIMENT CONTROL DEVICES/SEDIMENT TRAPS UNTIL THE AREAS BE NOTIFIED BEFORE ANY EROSION CONTROL MEASURES ARE REMOVED.CYW
UPSTREAM OF THESE DEVICES HAVE BEEN STABILIZED AND APPROVED. U
6. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT A MINIMUM OF WEEKLY BASIS AND AFTER EVERY RAIN Q_ W
4.) REFER TO SHEET C-10 FOR WATER QUAILITY POND CONSTRUCTION SPECIFICATIONS. SEEDING DATES: EVENT. W 2
ABOVE 25001t: FEB. O Z
5.) BEGIN INSTALLING UPSTREAM STORM DRAINAGE SYSTEM. INSTALL APPROVED INLET MOUNTAINS - 15 - MAY 15 C) W7. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE W U
PROTECTION. TERMINATE STORM DRAINAGE SYSTEM AT TEMPORARY SEDIMENT TRAP LATE WINTER & BELOW 2500 ft: FEB. 1 -MAY 1
DEVICES UNTIL SUCH DEVICES HAVE BEEN APPROVED FOR REMOVAL. ADDITIONAL EARLY SPRING PIEDMONT - JAN. 1 - MAY i SEDIMENT -LADEN RUNOFF TO ANY STORM DRAINAGE SYSTEM. C) z
2
MEASURES MAYBE REQUIRED BY THE INSPECTOR DUE TO THE ROUTING OF THE STORM
COASTAL PLAIN - DEC. 1 -APR. 15 Oil/ 8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCES. C)DRAINAGE SYSTEM AND ACTUAL FIELD CONDITIONS; )/(` MOUNTAINS -MAY 15 -AUG. 15 Q
NOTE: SEDIMENT BASINS SHALL BE FUNCTIONAL THROUGHOUT GRADING AND SUMMER l PIEDMONT - MAY 1 - AUG. 15 9. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING AND CONSTRUCTION IS 2.29 ACRES.
EXCAVATING. ( COASTAL PLAIN - APR. 15 - AUG. 15 10, REFER TO SHEET C-10 FOR WATER QUAILITY POND CONSTRUCTION SPECIFICATIONS,
6.) STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, MOUNTAINS - AUG. 15 - DEC. 15 pil
PAVING, DITCH LININGS, ETC.. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) FALL COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC.30 11. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE W O o 0 0
DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION, RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES ~ Cy DO Co Co
/
NOTE: THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL DEVICES REMAIN LEFT EZPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR OTHERWISE %Z ^ " " N
UNDISTURBED DURING CONSTRUCTION OF THE BUILDING PADS AND ASSOCIATED SOIL AMENDMENTS PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. CO
PARKING/DRIVE AREAS ADJACENT TO THESE DEVICES UNTIL THE CONTRIBUTING FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS/ACRE GROUND Oil PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE 77
UPSTREAM AREAS HAVE BEEN STABILIZED AND APPROVED. AGRICULTURAL LIMESTONE AND 750 LBS/ACRE 10-10-10 FERTILIZER ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) W 1 N � v
7.) NOTIFY NCDENR LAND QUALITY OFFICE BEFORE REMOVAL OF ANY EROSION CONTROL MULCH FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 1
TI
MEASURES. WHEN SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING, APPLY 4,000 LBS/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED, SHALL BE SEEDED UNTIL A GOOD
SEDIMENT BASINS, ETC.., AND SEED OUT OR PAVEANY RESULTING BARE AREAS. NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH: g
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. Oil I A. 100 LBS PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL TEST REQUIRED FOR INITIAL , O
\ ESTABLISHMENT. - Z � U
MAINTENANCE / I B. 20 LBS OF 10-10-10 FERTILIZER OR EQUIVALENT PEER 1,000 SQUARE FOOT. p
\ REFERTILIZE IF GROWTH IS NOT FULLYADEQUATE. RESEED, REFERTILIZE AND MULCH O C. VARIETIES TO BE SEEDED: 7
\ IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. G I. SPRING SEEDING: MARCH 1 -APRIL 30; SPRING OATS 2.5 LBS PER 1,000 SQUARE FOOT. O
\ oil YARD INLET 5z -+
RIM = 6.50 2. SUMMER SEEDING: MAY 1 - AUGUST 1; WEEPING LOVE GRASS AT 2 OZ. PER SQUARE FOOT MIXED WITH 1 BUSHEL OF
40 LF- 24"RCP INV= 4.40 g N�'c SAWDUST FOR UNIFORM SEEDING. C v,
O-RING @ 1.00% 01 \ BENJAMIN E. THOMPSON, ETUX 3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL SEEDING WILL BEE MULCHED.
PROPOSED LOT OR LEASE LINE Oil - DEED BOOK 542, PAGE 71 �4 3}
\ ` PIN NUMPI'ER: 730616739298000 12. SEE LANDSCAPE PLAN FOR PERMANENT SEEDING OR SOD SPECIFICATIONS. ® x
x
� \�✓� � �- \ � / / � \ � 13 ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENE CONTRA
\ RAL CTOR AT 1 1 I
4"X 4" WOOD 4i�i
4 / \ \ /(yp.) GROUNDBREAK o 30:`\ ANNIE L. )ONES pil � / / / \ \ POSTt
6 DEED BOOK 585, PAGE 6 / S 4 / / / �\\ (\ 14. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, ALL STORM DRAINAGE PIPES ARE TO BE RCP, CLASS Ill. OaA
ORIGINAL AREA
158,886 SF OR 3.65 ACRES % 4 / / / / a \ \ \ LEGEND
\� �6 REMAINING AREA oil
\ 95,990 SF OR 2.20 ACRES CJJ\\ \ o
PIN NUMBER: 730616737239000 / / / " " + • X \\ O STORM DRAIN MANHOLE (DMH) SILT FENCE OUTLET
1OT B U
0 DROP INLET (DI) / / , , , ,^, " , , \ \ Q INLET PROTECTION p -'
� / / / " • " " � ;`; ;i \ \ \ � 4 p
\\' 4 / / / / / • • " £p " " \ \\ \ CURB INLET (CB) • BUILDING DOWNSPOUT c V
I H Oil / / / / ' ' ; •tea. \\ \ \ \ ,� STORM PIPE SF SILT FENCE 00 c
\� INV - - 4.00 \ \\ \ \ XXXXX TOP OF CURB TP TREE PROTECTION FENCE 20
z5F BOTTOM OF CURB w
2 , , �� �P� \ \ \ ��� • DIVERSION DITCH C V
SPILL CURB LD LIMITS OF DISTURBANCE
F \ \
�� 9�y\35 • • "� \ \\ 4"X4"WOOD ■ INLINE DRAIN ® FLARED END SECTION
/0E� , • " . " FOREBAY BERM . , \ \ , POST (typ.) o
/OF/ ' ' ' a• ' ' / M/N. WIDTH=5' " " " ti
ROOF DRAIN CONSTRUCTION ENTRANCE
ELEV. = Z00 ' " \ , 8'CORRUGATED PLASTIC ¢
" • ^>• • • \ \ fO FOOT VEGETATED SHELF 3 -RD- 3' MIN. COVER
/ / P Q �1 ' ' " " \ FROM ELEV. 7.50 TO ELEV. 6.50 7%MIN SLOPE o z
/ / • QR • • 014 C' ? L11 " ' \ PVC IN TRAFFIC AREAS \/ V O
Ct
Oil % / ' , , , , ' ' Q v L1 " , , .C, , \ @ 10:1 SLOPE (TO BE INSTALLED CLEANOUTS LOCATED @ ALL BENDS O ti
, 00P\� \�\\ (S E SHEET NDBP)ERIMETER) O
HANDICAP PARKING AREA UO
� D"'(2% MAX. SLOPE) ¢ LU
2:1 SLOPE
• \ \ \ / TW=X)OCXX TW IS GROUND AT TOP OF WALL O W
/ CP • / BW=XXXXX SW IS GROUND AT BOTTOM OF WALL ti
2:1 SLOPE (IYP�) � \\ \ \ // 0 � K
Fit
OREBAY BERM P.ti CAST OO OUTLET STRUCTURE \ / O ct
IN ERNAL DIMENSIONS = 5 FT. X
// • " • MIN. WIDTH=5' 1' " �,, \ / PAVING SPECIFICATIONS
5 FT. / � W
ELEV. = 7.00 TOP O?'R((SER - 8.70 • \ ••4llppp`,,,\ \ / - /� ti
,I , , \ • . ' ' 2"PVC.SIPHON INV. = 7.00 " , , I \\ / t CL24�0ti
• • • • • " • • ' `I CONTRACTOR TO REFER TO SOILS REPORT FOR SITE SPECIFIC PAVEMENT
E DETAIL)
/ • rya " , " , , , • ; "6 " " " " , RCP = 7.00 " A�: I \\ A / / SPECIFICATIONS. W
c ( ) I _
\ p' a, \� , , , , , , \ Pj / NOTE: O ti 3
' MCDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A C
' "
W
' �" COMPACTION TEST AND70R A CORE SAMPLE. IF TESTS PROVE CORRECT, ¢ j
PER ABOVE SPECIFICA TION, TESTS
\ \ \ \ \ 00 S� 2 ; , , ,�, Q D IEXPENSELL BE A T THE
POST (typ.)MCDONALD'S, OTHERWISE, GENERAL WILL BE CHARGED. . O Cr
�\ \ ; • • /// / C " %''" �Z r / // Iz
PARKING INFORMATION !L W
TOTAL 14 60°SPACES 9.0' X 19.8' 2
HEDGEROW (typ.) \ \\ • " • " " / / / / 5.50 \\ \ ' ; ; ; ' " / 5\S\a r- / / 24"PINE SPACES 30 601SPACES 9.0' X 20.0'
1�F \ \ • • • / / / ' L ' '6 ' %' ' • ' " 91 / - / 20" PINE 54 3 60' SPACES 8.0' X 20.0' Z
E \ \NIF\ " , , , " • // INV.OUT=6.7b \\" /p /� / / `1✓ 7 90°SPACES 9.0' X 18.0'(MIN.) w Q
il \ as �LAURA GAULDEN \ \ / / / / \> 22"PINE CONCRETE
`--� 23"PINE DRIVE / � UTILITY INFORMATION
-) DEED BOOK 1233, PAGE 111 \ ; " ... \ / / / r/ /
ASPHALT \ / / / 5.50 \ 25 LF 24O-RING RCA
\� \ PIN NUMBER: 730616736038000 /9 " SIZE & TYPE LOCATION
@ 1.00% (JOINTS 11/ / AA .11/ SANITARYSEWER 8" PUBLIC 8" PUBLIC ~
WRAPPED IN \ / / A� Ile VELOCITY DISSIPA TOR WRAPPED
FABRIC) STORM SEWER NONE NONE O
1 _ l NCDOT CLASS A"RIPRAP
p 8'L X 6'W X 9" THICK
O50 = 4" 19"PINE WATER 8"PUBLIC, 6" PUBLIC, US 70 N. OF SITE), S. SIDE )ONES AVE -�
\ ; ` / � / / / / 6" PUBLIC, & W. SIDE OF SHORT ST, & W al
550 Q 4/ . 20"PINE //� // 2'PUBLIC ALONG CARTERET OR j �
\ \ + �P• \, 2 INE / / / 4 SS NONE NONE O
__j W 15
Cl) \ \ A�� �G\ \ LEVEL SPREADER O F \\"w P �� ` 6 18": PINE ELECTRIC OVERHEAD US 70 (SIDE OF SITE) Q N 2
rn \ ��� / Z�\ \ (SEE DETAIL) '(P�R�E� �C9 BOO O� 4 _\\/ / / �QO� / / / / TELEPHONE UNDERGROUND US 70 (SIDE OF SITE) O W CD "
LENGTH = 120' �G� (G� P \S�\ �\� SO\ ps5 / �
C` \ \ \ J AN Q C" 22" PINE / / S t�'� / US HWY 70 (NE OF SITE) & S. OF SITE Z
\ j \ �\ n LIP ELEV. = 6.50 NIT,-E F (O G * ' / E / NORMAL POOL SURFACE AREA (WATER QUALITY POND FIRE HYDRANT AT CARTERET DR & JONES AVE. CO
C\ \ 1 \ \ 1\ \ \ 12 2 Y\2 Z♦O BL\ d/ /�� / fPP / / CURVE TABLE Q
\t GE g!P J /� � / Eo // ( p
CA �\� Ci� �` Q� .�\O /.j / � QO / CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA SURVEY INFORMATION Q U
21'PINE / j / / $S Q �) / Cl 10.47' 10.00, 5.77' 10.00' S59°4545E 60°00'00" Z C/)
\ \ I \ \ \ RR p P SPC\ EG ! i
Q
U
O
\ \ \ \ \ \ sP,\, OF J �% / / C2 7.85 5.00 4.97 7.07 N74 27'09 W 89 5800 PREPAREDBY COMMERCIAL SITE DESIGN, PLLC 0
t \ / / 8312 CREEDMOOR ROAD
\ \ \ \ \ \ 3 �OQ / / , / / / CONCRETE / / / C3 7.90' 5.00, 4.04' 7.10' S15°2Tp9°W 89°3821" RALEIGH, NORTH CAROLINA 27613 a i
DRIVE vJ / / C4 7.90' S.00' S.04' 7.f0' S74°36'09'E 90°28'21" PHONE: [phone], FAX.- [phone] ti w 2
\ \ \ \ \ \ \ / / / / / CS 46.99' 30.00' 29.87' 42.33' N74°58444N 89°4453' DATE OF SURVEY: OCTOBER 22, 2008 DATE OF MAP: OCTOBER 24, 2008 w o Q O
p \ \'.\\�' \ \ \ \ \ OT- /
\ \ C6 13.30' 8.50, 8.45' 11.98' S74°5601 E 89*39'28" g � Irz
-
U \ \ \ \ \ \ \ \ \ % / / APPROXIMATE . "; • / C7 13.34' 8.50' 8.49' 12.01' Nis°1620E 89°55'50' rl - I y w
\ \ \ \ \ \ \ \ \ 30"PINE// /. % / / 55 LOCATION OF 6"PVC / / C8 5.24' 5.00' 2.89, 5.01' N59°4340'W 60°04'10" - PLAN SCALE: 1 - 20 w o 5 O
'm / WATER LINE / o C z C�
U \\ \ \\ \ \
\ \ \ \ 7 9/ LINE TABLE STREET ADDRESS
Z U
LINE BEARING LENGTH ¢ ¢ ¢ ¢ O
NORMAL POOL SURFACE AREA (FOREBAY 1 (EAST) \ - 2 / /' / �/
N LINE TABLE CURVE TABLE \ \\ ) 6 / / / / Ll N 89'4545"W 44.90' CARTERET DRIVE AND U.S. HIGHWAY 70 w °w w w o
L2 N 29°4545" W 42.25' ¢ U
\ \ \ 21"PINE / / / / • / S �'� R \ / / L3 S 60°16'15" W 100.32' - CITY STATE
U LINE BEARING LENGTH CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA \ \ \ 1% / A`� �P.\G / STATUS DATE BY
Z Y9 S 60°i6'12" W 27.98' CIO 11.79' 7.50' 7.50' 10.61' N74°42'40"W 90°02'10" / \_ Q L4 S 29°21'S8"E 44.83'
\ \ / �O PSG 08 / BEAUFORT NORTH CAROLINA
r L10 S29°45'45"E `'41.24' C11 7.86' 5.00, 5.00' T. S15°15'13"W 90'0''57" \ \\ \ // / / 0 Q //OP�P L5 N60°09'41"E 38.87' aep FINAL -
-I I ,S 89°4545"E 35. 11' C12 5.24' 5.00' 2.89' 5.00' S59°45'45"E 60°00'00" \ N
co L12 N29°41'35'W 56.2T C13 f0.4T 5.00' 8.65' 8.66' N30°l6'20"E 119°55'50 \NN\ / / \ / rtt0� L6 S30°O6'17"E 22.86' `'�
\ \ / / L7 N60°14'15"E 65.s3' �•`� ZN o0�/ COUNTY PLAN CHECKED
\ / �' L8 N29°41'35"W 24.67' ° CARTERET
to NORMAL POOL SURFACEAREA(FOREBAY2(WESY) \\ \ \\ \ // / j \ v! / AS -BUILT
ao'-LINE TABLE - CURVE TABLE \ \ \ \ // / /' 6\� \ OPEN CUT EXISTING GRAPHIC SCALE t
00 \ \ \ / / /, ../ ASPHALT FOR TAP. REPAIR "; 4 ,
/ / / zo 0 1G zo ao TAX PARCEL NUMBER LOCATION CODE NUMBER C-5a
CD LINE BEARING- LENGTH CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA 3 \ \ / i / S NOTE TO CONTRACTOR: / AND REPLACE ASPHALT GIN •�
a \ \ �1 s°' 7306-1673-7239.0000
L13 S60°16'15"W 38.4Y C14 13.35' 8.50, 8.49' 12.02' S15°17'20"W 89°57'50" \ \ / /. VERIFYLOCATIONOF / AS NEEDED PER TOWN 4 0�
o \ /
o 'L14 S29°41'35"E 37.96' C15 13.38' 8.50' 8.52' 12.04' S74°46'23"E 90°09'35" \ N\\ \ // ///6 6� EXISTING SEWER j/ 6 4 // OFBEAUFORTSTANDARDS 1 inch = 20 ft. 1 "° CSDFILENAME: 32-142 STORMWATER
L15 ' N 60°07'58"E 38.16' C16 7.81' S.00' 4.96' 7.04' N15°23'00"E 89°29'S6" \ \ / / AND AVOID CONF T. / / AND SPECIFICATIONS.
us N zs°2r56" w as 6r c1z 7 as 5 00' S.03' 7.09' N74°32'51 W so°zra7" \ \ \ / / F / s / �/ / / PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION MCDO817-SWM r . V 1 i GEMENT/ UTILITY
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WATER QUALITY POND CONSTRUCTION SPECIFICATIONS
GENERAL NOTES
1. PRIOR TOCONSTRUCTION, THE ONSITEGEOTECHNICAL ENGINEER SHALL VERIFY THESUITABILITY OF THE PROPOSED FILL FOR USE IN THESERM
EMBANKMENTAND KEY TRENCH.
2. THE ONSITE GEOTECHNICAL ENGINEER SHALL INSPECT THEKEY TRENCH EXCAVATION PRIOR TO PLACEMENT OF ANY BACKFILL WITHIN THEKEY
TRENCH.
3. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN FOR THE PERMANENTPLAN77NG PLAAVSCHEDULE. PLEASE NOTE THATNO
TREES/SHRUBS OF ANY TYPE MAYBE PLANTED ON THE PROPOSED BERM EMBANKMENT (FILL AREAS).
4. DURING THE INITIAL STAGES OF CONSTRUCTION, THE WATER QUALITY POND WILL BE USED AS A SEDIMENT BASIN FOR EROSION CONTROL
PURPOSES, THE CONTRACTOR SHALL FOLLOW THE GENERAL CONTRU07ION SEOUENCE BELOW
A. THE CONTRACTOR SHALL CONSTRUCT THE ENTIREFACILITY(PERMANENT OUTLET STRUCTURE, BERM, KEY TRENCH, ETC.) WITH THE
EXCEPTION OF THE INTERIOR GRADING, THE INTERIOR GRADING WILL BE CONSTRUCTED ONCE THE EROSION CONTROL PHASE IS COMPLETE.
e, THE TEMPORARY DRAWDOWN RISE"KIMMER SHALL BE CONNECTED TO THE PERMANENT 8'DIP DRAIN PIPE.
C. ONCE THE UPSTREAM DRAINAGEARFA IS STABILIZEDAND THE EROSION CONTROL INSPECTOR APPROVES THE REMOVAL OF THESEDIMENT
BASIN, THE CONTRACTOR SHALL REMOVE THE TEMPORARY DRAWDOWN RISERISKIMMER AND CLEAN OUT THEBASIN. ALL SEDIMENT, TRASH,
ETC. SHALL BE DISPOSED OF PROPERLY (I.E. - PLACED INA LANDFILL) AND NOT STOCKPILED INAN AREA WHERE WATER QUAUTYCOULD BE
ADVERSELY AFFECTED.
D. ONCE THE BASIN IS CLEANED OUT, AND ALL EROSION CONTROL DEVICES REMOVED, THE CONTRACTOR SHALL CONSTRUCT THE INTERIOR
GRADING SHOWN ON THIS SHEET.
E. ONCE THE GRADING IS COMPLETEAS SHOWN ON THEAPPROVED PLANS, THE CONTRACTOR SHALL PLANT THE PROPOSED WATER QUALITY
POND PLANTS AS SHOWN ON THE LANDSCAPE PLAN.
5. IF THE INFIL IRA TION RATE AT THE BOTTOM OF THE FACILITY IS GREATER THAN 0.01 IWHR, IN ORDER TO HELP MAWTAINA PERMANENTPOOL, THE
CONTRACTOR MAY NEED TO INSTALL A CLAY LAYER OR A PERMANENT GEOSYNTHETIC CLAY LINER AMINIMUM OF i-FOOTBELOW THE LOWEST
GRADE OR I -FOOT BELOW THE BOTTOM ELEVATION OF THE ROOT SALL FOR THE PROPOSED PLANTINGS (WHICHEVER IS GREATER). FA
GEOSYNTHETIC LINER IS CHOSEN, THE LINER SHALL BE BENTOMAT CL BY CETCO UNING TECHNOLOGIES OR ENGINEER APPROVED EQUIVALENT
6. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) ON THE BERM EMBANKMENT ONCE FINAL GRADES (AS SHOWN ON
THE GRADING PLAN) HAVE BEEN ESTABLISHED WITH COMPACTED FILL PRIM TO TOPSOIL INSTALLATION, THE CONTRACTOR SHALL SCARIFY THE
THE TOP 2 -X OF THE BERM SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED FILL. THE TOPSOIL DEPTH SHALL RANGE FROM
3"-4' ON THE BERM EMBANKMENT.
7. THE CONTRACTOR SHALL FURNISH. INSTALL, OPERATE, AND MAINTAINANYPUMPING EQIPMENTNEEDED FOR REMOVAL OF WATER FROM VARIOUS
PARTS OF THE WATER QUALITY POND SITE. IT IS ANTICIPATED THAT PUMPING WILL. BE NECESSARYIN THE EXCAVARGNAREAS. DURING PLACEMENT
OF FILL THE CONTRACTOR SHALL KEEP THE WATER LEVEL BELOW THE BOTTOM OF THE EXCAVATION SUCH THAT THEEXGAVATKW BOTTOMAND
SIOESLOPES ARE STABLE,
BERM AND SOIL COMPACTION SPECIFICATIONS
1. ALL FILL MATERIALS TO BE USED FOR THE BERM EMBANKMENT SHALL BETAKEN FROMBORROWAREASAPPROVED BY THE ONSITE GEOTECHNICAL
ENGINEER. THE FILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, WOOD, STONES GREATER THAN 6; AND FROZEN OR OTHER OBJECTIONABLE
MATERIAL. THE FOLLOWING SOIL TYPES ARE SUITABLE FOR USEAS FILL WITHIN THEBERMEMBANKMENTAND KEY TRENCH: ML AND AL IFOTHER
SOIL TYPESARE DETERMINED TO BE SUITABLE BY THE ONSITE GEOTECHNICAL ENGINEER, DOCUMENTATION SHALL BE RETAINED FOR FUTURE
AS -BUILT SUBMITTALS.
2, FILL PLACEMENT SHALL NOT EXCEED A MAXIMUM 8' LIFT(UNCOMPACTED). EACH LIFT SHALL BECONTINUOUS FOR THE ENTIRELFAGTH OF
EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, ALL UNSURASLEMATERML SHALL BEREMOVED AND THE SURFACE
PROPERLY PREPARED FOR FILL PLACEMENT.
3. ALL FILL SOILS USED IN THE EMBANKMENTAND KEY TRENCH CONS TRUCTION SHALL BECOMPACTED TOAT LFAST&5%OF THE STANDARD PROCTOR
NTWFTHIN-i TO *3 PERCENT OF ITS OPTIMUM
ED ATA MOISTURE CONTENT ALL BE COMPACT
THE FILL SOILS SHALL MAXIMUM CONTENT.
COMPACTION
MOISTURECONTENT. COMPACTION TESTS SHALL BE PERFORMED BY THE ONSITE GE-0TECNNICAL ENGINEER DURING CONSTRUCTION TO VERIFY
THAT THE PROPER COMPACTION LEVEL HAS BEEN REACHED. THE FILL SHOULD BE COMPACTED USING A SHEEPSFOOT TYPE COMPACTOR IN ORDER
TO PREVENT DAMAGE TO THE PIPE, NO COMPACTION EQUIPMENT SHALL CROSS ANY PIPE UNTIL MINIMUM COVER IS ESTABUSHED ALONG THE PIPE.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE COMPACTION TESTING AND TO ENSURE COMPACTION TESTS ARE PROPERLY
PERFORMED DURING CONSTRUCTION.
5. TESTING OF THE NEW FILL MATERIALS SHALL BEPERFORMED TO VERIFY THAT THE RECOMMENDED LEVEL OF COMPACTION ISACHIEVED DURING
CONSTRUCTION. THEREFORE, ONE DENSITY TEST SHALL BEPERFORMED FOR EVERY2,500 SQUAREFEEF OF AREA FOR EVERYLIFT OF FILL DRAB
DIRECTED BY THE ONSITE GEOTECHNICAL ENGINEER.
6. TESTING WILL BE REQUIRED ALONG THE 24'OUTLET BARREL ATA FREQUENCY OF ONE TEST PER 25 LF OF PIPE PER VERTICAL FOOTOFFIL OR AS
DIRECTED BY THE ONSITE GEOTECHNICAL ENGINEER.
OUTLET STRUCTURE MATERIAL SPECIFICATIONS
1. THE 24' RCP OUTLET BARRELS SHALL BE CLASS III RCP, MODIFIED BELL AND SPIGOT, MEETING THE REQUIREMENTS OFASTM C764-AMST. THE
PIPES SHALL HAVE CONFINED 0-RING RUBBER GASKET JOINTS MEETING ASTM C 443-LATEST. THEPIPEJOINTS SHALL BE TYPE R4.
2. THE STRUCTURAL DESIGN FOR THE 51x5' (INTERNAL DIMENSIONS) RISER BOX WITH EXTENDED BASE SHALL BEBYOTHERS.
3. THE RISER BOX OURETSTRUCTURE SHALL BEPROVIDEO WfTHSTEPS 16"ONCENTER. STEPS SHALLBEPROVIDEDON THEINNERWALL OFTHE
RISER BOX. STEPS SHALL BE INACCORDANCE WITH NCDOT STD. 640,66. PLEASE REFER TO OUTIET SiRLXTUREDETAI FOR LOCATION OF THE
RISER STEPS.
4, THE 8'Lx8Wx22' THICK CONCRETE ANTMOTATI N BLOCK SHALL BE PRECASTAS THE EXTENDED BASE OF THE RISER BCXDURING FABRICATION.
THE PRECAST BASE SHALL BE INCLUDED AS PARTOF THE SHOP DRAWINGS THAT WELL BE SUBMITTED TO THE ENGINEER FOR REVIEW (SEEITEM2
ABOVE). IN LIEU OF A PRE -CAST BASE, THE CONTRACTOR MAYOPT TO CAST-IN4VACE THEAN71IROTA770MALOCK IN THEHELD. HOWEVER, PRIOR
TO CONSTRUCTING THE CAST -IN -PLACE BASE, THE CONTRACTOR SHALL SUBMITSHOP DRAWINGS TO THE ENGINEER FOR REVIEW DENOTING THE
FOLLOWING:
A, STEEL REINFORCEMENT
S. THE CONNECTION MECHANISM TO JOIN THEANTI-FLOTATION BLOCK WITH THE RISER SECTION
5. THE RISER BOX JOINT DESIGN SHALL CONFORM TOASTM"78. THEJOWTS SHALL BE SEALED USING BUTYL RUBBER SEALANTCONFORMING TO
AS7M-090. THE CONTRACTOR SHALL PARGE JOINTS ON BOTH THE INSIDE ANDWTSIDE WITH NOMSHRINK GROUT.
6. IF THE ANTI -FLOTATION BLOCK IS PRECAST AS PARTOF THE RISER BASE SECTION, THE ENTIRE PRECAST RISER BOX STRUCTURE SHALL HAVEA
SHIPPING WEIGHT OF 20,536 LBS. THE STRUCTURE WEIGHT SHALL BE THESHIPPING WEIGHTAND SHALL BE DETERMINED BYSUBTRACTING THE
WEIGHT OF THE FACTORY BLOCKOUTS FROM THE GROSS STRUCTURE WEIGHT. THIS INFORMATION SHALL BE SHOWN ON THE SHOP DRAWINGS
SUBMITTED TO THE ENGINEER FOR REVIEW, IF THE CONTRACTOR OPTS TO GAST4N.PIACETHEANTFFLOTATI NBLOCK, THE CONTRACTOR SHALL
ENSURE THE WEIGHTOF THE ENTIRE RISER STRUCTURE IS EQUAL TO THE MINIMUMLISTEDABOVE.
7. PRIOR TO ORDERING, THE CONTRACTOR SHALL SUBMIT TRASH RACK SHOP DRAWINGS TO THE ENGINEER FOR REVIEW CONTRACTOR SHALL
ENSURE THAT AN ACCESS HATCH IS PROVIDED WITHIN THE TRASH RACK (SEE DETAIL FOR LOCATION THAT WILL ALLOW FOR FUTURE MAINTENANCE
ACCESS. CONTRACTOR SHALL ALSO PROVIDEA CHAIN AND LOCK FOR SECURING THE ACCESS HATCH.
B. ALL POURED CONCRETE SHALL BEMINIMUM 3000PS1(26DAY) UNLESS OTHERWISENOTED.
9. GEOTEX 1LE FABRIC FOR THE 24' OUTLET BARREL JOINTS SHALL BE MIRAFI 18ON OR ENGINEER APPROVED EQUAL WQ*WOVEN FABRAGI
10. WATER QUALITY POND EMERGENCY DRAWDOWN IS VIA AN 8'0 PLUG VALVE. THE VALVE SHALL BEAM8H5'ME820 X-CENTRIC VALVE OR
APPROVED EQUAL. THIS VALVE IS IN ACCORDANCE WITH AWWA C-604 SEC. 5.5. AND SHALL BEOPER48LEFROW TOP OF OMETST RUCTURE VW A
HANDWHEEL (SEEDETA& SHEET CO-513). THE CONTRACTOR SHALL PROVIDE A REMOVEABLE VALVE WRENCH WITHA HANDWHEEL ON TOP FOR
OPERATION OF THE 6'0 PLUG VALVE. A CHAIN AND LOCK SHALL ALSO BE PROVIDED FOR SECURING THEWRENCH TOTHETRASHRACK
CONSTRUCTION SEQUENCE
I. PRIOR TO CONTRUCTION, THE OWNER SHALL OBTANNA LAND DISTURBING (GRADING) PERMITFROMNCOENR AND AN APPROVAL TO CONSTRUCT
FROM THE STATEAND ALL OTHER APPLICABLEAGENCIES.
2. INSTALL ALL SEDIMENTAND EROSION CONTROL MEASURES PER THE APPROVED SEDIMENT & EROSION CONTROL PLAN. THE CONTRACTOR SHALL
MAINTAIN ALL APPROVED SEDIMENTAND EROSION CONTROL MEASURES THROUGHOUT THE ENTIRE PROJECT, AS REWIRED. THE CONTRACTOR
SHALL RECEIVE APPROVAL FROM THE EROSION CONTROL INSPECTOR, AS REQUIRED BY GOVERNING AGENCIES, PRIM TO ANY CLEARING.
3. CLEARAND GRUB AREA WITHIN THE LIMITS OF THE PROPOSED BERM CONSTRUCTION. ALL TREES AND THEIR ENTIRE ROOT SYSTEMS MUSTBE
REMOVED FROM THE BERM FOOTPRINT AREA AND BA CKFILLED WITH SUITABLE SOIL MATERIAL. THE BACKFUED AREAS SHALL BE COMPACTED TO
THE SAME STANDARDS AS THE BERM EMBANKMENT. THE REMAINING AREA OF THE EMBANKMENT SHALL BE STRIPPED TO A SUITABLE DEPTH AS
DIRECTED BY THE ONSITE GEOTECHNICAL ENGINEER. ANY RESIDUAL SOILS TO BE LEFTW PLAGEMUSTBE WELL SCARIFIED TO PROMOTE BONDING
OF THE NEW EMBANKMENT FILL. NO EMBANKMENT MATERIAL SHALL BE PLACED FOR THE BERM OR KEY TRENCH UNTIL APPROVAL OF THE BERM
SUBGRADE I TRENCH IS OBTAINED FROM THE ONSITE GEOTECHNICAL ENGINEER.
4. EXCA VATE FOR THE NEW KEY TRENCH ALONG THE CENTERLINE OF THE PROPOSED BERM EMBANKMENT. THE TRENCH SHALL EXTEND A MINIMUM OF
1 FT BELOW EXISTING GRADE AND SHALL HA VEA MINIMUM BOTTOM WIDTH OF 3 FEET. THE KEY TRENCH SIDESLOPES SHALL BE MINIMUM OF 1:1
(H. V). DEPENDING UPON ONSITE SOIL CONDITIONS ENCOUNTERED DURING EXCAVATION, THE ONSITE GEOTECHNICAL ENGINEER MAY VARY THE
DEPTH AND DIMENSIONS OF THE KEY TRENCH AS DEEMED NECESSARY, THE ONSITE GEOTECHNICAL ENGINEER SHALL RETAIN DOCUMENTATION OF
ANYVARIATION FOR FUTURE AS -BUILT SUBMITTALS,
B BEGIN PLACEMENT OF BACKFILL WITHIN THE KEY TRENCH, THE KEY TRENCH SHALL BE COMPACTED TO THE SPECIFICATIONS LASTED IN ITEM 3 OF
THE SECTION TITLED 'BERM AND SOIL COMPACTION SPECIFICATIONS." THE KEY TRENCH SHALL BE TESTED PER THE SPECIFICATIONS LISTED IN THAT
SECTION.
6. PRIOR TO INSTALLATION, SUBGRADE CONDITIONS ALONG THE SPILLWAY PIPE SHOULD BE EVALUA TED BY THE ONSITE GEOTECHNICAL ENGINEER TO
ASSESS WHETHER SURABLESEARING CONDITIONS EXISTAT THE SUBGRADELEVEL SHOULD SOFT OR OTHERWISE UNSUITABLECONDITIONS BE
ENCOUNTERED ALONG THE PIPEALIGNMENTS, THESE MATERIALS SHOULD BE UNDERCUTAS DIRECTED BY THE GEOTECHNICAL ENGINEER. THE
UNDERCUT MATERIALS SHALL BE REPLACED MTHADEQUATELY COMPACTED STRUCTURAL FILL. LEAN CONCRETE OR PLOWABLE FILLAS DIRECTED
BY THE ONSHE GEOTECHNIGAL ENGINEER.
7. IF SEEPAGE OR FLOW OCCURS IN OR ALONG THE PIPE ALIGNMENT GROUNDWATER CONTROL WILL BENECESSARY. THIS COULD INVOLVE PUMPING
(OR STREAM DIVERSION, ETC.) DEPENDING ON THE TOPOGRAPHY. SINCE IT 15 NECESSARY TO WORK INA'DRYCONDRION, THIS SITUATION MAY
REQUIRE USE OF LEAN CONCRETE BACKFIU, PLOWABLE FILL, ETC. TO ESTABLISH SUBGRADE CONDITIONS SURABLEFOR SOIL TYPEBACKFILL
PLACEMENT.
A. BEGIN CONSTRUCTION OF THENEWEMSANWENT FILL MATERIALS SHALL BE PLACED IN MAXIMUM 8"THICK LIFTS PRIOR TO COWACTIXA4,UNLESS
DIRECTED OTHERWISE BY THE ONSITE GEOTECHNIGAL ENGINEER. FILL LIFTS SHALL BE CONTINUOUS OVER THE ENTIRELENGTH OFFILLIFITIS
NECESSARY, THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LAFTSAND CUT SACK TO FINAL GRADE/N ORDER TOACHIEVE
PROPER COMPACTION.
H
EANDALUACENTAREAS
8. INSTALL RISER /BARREL ASSEMBLY, ALONG WITH THE EMERGE SYSTEM. FILL IN T EAREAOFTHE SPILLWAY PIP
SHOULD BE BROUGHT UP TO A POINT OF 2' TO 3' OR MORE ABOVEE THE THE TOP ELEVATION OF THE PIPE INADVANCEOF SPILLWAY CONSTRUCTION SO
THAT THE SPILLWAYPIPE CAN BE INSTALLED INA TRENCH CONDITION, ONCE THEFILL IS BROUGHT UP TO ABOVE THE TOP OF PIPE, THEPIPE
TRENCH SHOULD THEN BEEXCAVATED FOR INSTALLATION OF THE PIPE. THE DRAIN VALVE LOCATED WITHIN THE RISER BOXSHALL BE KEPT OPEN
UNTIL APPROVAL TO IMPOUND HAS BEEN ISSUED BYALL APPLICABLEAGENCIES.
10. CONSTRUCTEMBANKMENTPER SPECIFICATIONS LISTED IN THE SECTION TITIED'8ERM AND SOIL COMPACTION SPECIFICATIONS'AND
REQUIREMENTS OF THE ONSITE GEOTECHNICAL ENGINEER. ALL CHARACTERISTICS OF THE EMBANKMENT FILL MATERIAL SHALL MEET THE
STANDARDS SET FORTH IN 'BERM AND SOIL COMPACTION SPECIFICATIONS', INCLUDING COMPACTION AND MOISTURE REQUIREMENTS. IF
NECESSARY TO ACHIEVE PROPER COMPACTION, THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT BACK TO
PROPER FINAL GRADE. ANY HAND COMPACTION ACTIVITIES AROUND SPILLWAY OR DRAIN STRUCTURES SHALL BE CONDUCTED IN 4-INCHLOOSE
LIFTS AND BE TO THE SAME COMPACTION AND MOISTURE REQUIREMENTS AS THE ENTIRE EMBANKMENT. ALL COMPACTION AND MOISTURE TESTING
SHALL BE CARRIED OUTAS DIRECTED BY THE ONSTE GEOTEGHNICAL ENGINEER AND AS LISTED AN WRMAND SOIL COMPACTION SPECIFICATIONS'.
11. UPON COMPLETION OF BERM EMBANKMENT, PROMPTLY STABILIZEAND SEED BERMEMeANKMENTPFR SEEDING SCHEDULE.
12. SCHEOULEA FINALAS-BUILTINSPECTIWANDAS-BUILT SURVEY WITH THE ENGINEER, ANAS-BUILTINSPECTIWSHOULDBESCHEDULEDA MINIMUM
OF 60 DAYS BEFORE A PERMIT TO IMPOUND IS REQUIRED. ANY COMMENTS OR DEFICIENCIES IN THEBERM CONSTRUCTION MUST BECORRECTED TO
THE SATISFACTION OF THE ENGINEER BEFORE CERTIFICATION SHALL BE GRANTED. UPON FINAL APPROVAL FROM NCOENA CLOSE THE B'80TTOM
DRAIN VALVE IN THE RISER BOXAND BEGIN IMPOUNDING WATER. NO WATER SHALL BE IMPOUNDED BEFOREAN APPROVAL TO IMPOUND IS ISSUED
FROM NCDENR
STATEMENT OF RESPONSIBILITY
1, ALL REQUIRED MAINTENANCEAND INSPECTIONS OF THIS FACILITY SHALL BE THE RESPONSIBILITY OF THE OWNER PER THEEXECUTED OPER47ION
AND MAINTENANCEAGREEMENTFOR THIS FACILITY.
24" RCP
A
VC SIPHON INV. = EL. 7.00 (NWSE)
"IPHON TO EXTEND 6"FROM THE
FACE OF THE RISERAND ELBOW 90°
TO 6"BELOW NORMAL POOL)
6
=7.
6.0' 5.01
3:1 SIDE SLOPE
AQUATIC SHELF
10'WIDTH
TOP ELEV= 7.50
BOTTO LEV = 6.50
1 :1 L P
1:1 SIDE SL(
NOTES
1. CONCRETE ANTI -FLOTATION BLOCK TO
BE PROVIDED WITH MINIMUM
TEMPERATURE AND SHRINKAGE STEEL
REINFORCEMENT.
2. TRASH RACK NOT SHOWN FOR CLARITY.
FOREBAYBERM
TOP WIDTH = T MINIMUM
TOP ELEV = 7.00
SEDIMENT FOREBAY
BOTTOM ELEV. = 2.00
1.0'
6.0'
1.01 n e
a" .,
a
D
8.016.01
°
°
PLAN VIEW
-ACCESS STEPS SHALL BE
PROVIDED IN ACCORDANCE
WITH NCDOTSTD 840.66
A
il1.25' TOP OF RISER = EL. 870
INVERT OUT = EL. 7.00
6'MIN. WALL
THICKNESS (TYP.) 770'
8" DIP DRAIN
°44 0.50'
°
CONCRETE
ANTI -FLOTATION
BLOCK
FRONT VIEW
���Imimm
I�■I--_---
INN
m
ON
Ga.
MEN
II
ml
Mm
PLAN VIEW
TOP OF BERM3.
2
TOP WIDT 75 NNIMUM
TOP ELEV 9.75
(SEE BERM SOIL
COMPACTION SPECIFICATIONS)
�OUTLET STRUCTURE (SEE
= R T/1
MAIN POOL
BOTTOM ELEV. = 0.00
WATER QUALITY POND CROSS SECTION
N.T.S.
INVERT = 6.75
25 LF 24" O-RING RCP @ 1.00%
(CONTRACTOR TO ENSURE 6"
MIN COVER ON OUTLET PIPE) Q
2
3-FOOT WIDE LAYER OF #57 STONE
(3) #4 REBARS CONTINUOUS (4-INCHES DEEP) UNDERLAIN WITH
FILTER FABRIC
PRECASTER SHALL PROVIDEA #4 REBAR @ 18" O.C.
BLOCK OUT FOR THE 24" RCP
W
W W w
VEGETATED FILTER .r +-
a W W W
24"RCP
3"
FLOW -� (TYP)
6" WALL THICKNESS
ACCESS STEPS SHALL BE PROVIDED
IN ACCORDANCE WITH NCOOT STD
840.66
TOP OF HANDWHEEL TO EXTEND
1-FOOT ABOVE TRASH RACK
PRECASTER SHALL PROVIDE
A BLOCK OUT FOR THE
24" RCP
24"RCP
It. FLOW - -y
0
0 8" PLUG VALVE SHALL BEA M&H
STYLE 820 X-CENTRIC VALVE OR
o APPROVED EQUAL. THIS VALVE
Z7)PVC SIPHON INV. = EL. 7.00 (NWSgJ SHALL BE IN ACCORDANCE WITH
(SIPHON TO EXTEND 6" FROM THE A W WA C-504 SEC. 5.5, AND SHALL BE
FACE OF THE RISER AND ELBOW 90" ° o OPERABLE FROM TOP OF OUTLET
TO 6" BELOW NORMAL POOL) STRUCTURE VIA A HANDWHEEL.
8" DIP DRAIN
C
T°
212"
J_ °A A°a a
CONTRACTOR SHALL SEAL - CONCRETE
LJTI-FLOTATION
THE PIPE PENETRATION
B
USING A RUBBER BOOTAND BLOCK
STAINLESS STEEL 14ARDWARE ,
SIDE VIEW
PERMANENT OUTLET STRUCTURE DETAILS
N.T.S.
0.5
THEBOLD/DASHED
LINETYPE DENOTES
THEACCESSHATCH
TO BE PROVIDED BY
THE TRASH RACK
FABRICATOR
,- FABRICATED HINGES FOR
THEACCESSHATCH
SIDE VIEW
TRASH RACK DETAIL
N.T.S.
NOTES:
1. ALL REBAR TO BE #4 REBAR.
2. ALL REBAR TO BE GALVANIZED AND BE.
PROVIDED WITH AN EPDXY COATING.
REBAR TRASH RACK (ABOVE)
ANCHOR TRASH RACK TO RISER WALLS
WITH FOUR EQUALLY SPACED
HOT -DIPPED GALVANIZED STEEL
CLAMPS. EACH CLAMP ATTACHED TO
MANHOLE RISER BY 2.44x1/4" CONCRETE
ANCHOR BOLTS EACH CLAMP TO BE
COATED W/AN EPDXY COATING.
W W W W -Y .Y
W W W W N
_ �iT ♦ W W W - W
I
W W W W W
W W
2" DEEP W W W W W .
CONTINUOUS KEYWAY
W A -
FOOTING DETAIL r,;'..r; •+.',•
REINFORCED CONCRETE FOOTING- "
GENERAL NOTES:
1. CONSTRUCT CONCRETE LEVEL
SPREADER LIP ON A ZERO PERCENT VEGETATED FILTER
GRADE TO ENSURE UNIFORM SPREADING
OF FLOW. /
2. LEVEL SPREADER SHOULD BE /
CONSTRUCTED ON UNDISTURBED SOIL,
AND NOT ON FILL
3. THE TRIANGULAR CHANNEL SHOULD BE
CONSTRUCTED ON A ZERO PERCENT
GRADE.
4. THE TRIANGULAR CHANNEL SHOULD BEI-
LINED WITH LANDLOK TURF
REINFORCEMENT MATTING 450 OR T
3" SOLID MASONARY BLOCK LIP
STUBBED ABOVE GRADE
LIP ELEV. = 6.50 -
APPROVED EQUIVALENT. THE TRM -III-III SOLIDMASONAI YB
MA T77NG SHOULD BE ANCHORED PER THE [I -
DETAILS DETAILS PROVIDED. THETRMMAT77NG
SHOULD BE INSTALLED PER I I -I -I I I
MANUFACTURER'S SPECIFICATIONS. REINFORCED CONCRETE FOOTNN(
5. THE 3-INCH LAYER OF #57 STONE SHALL
BE UNDERLAIN WITH MIRAFI FILTERWEAVE
400 OR APPROVED EQUIVALENT.
8" (TYP)
NCDOT CLASS A'
RIPRAP APRON
8'L x 6'W x 9" THICK
D50 = 4"
LEVEL SPREADER
18°
3
24-
CROSS-SECTION
LEVEL SPREADER DETAILS
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
N.T.S.
120' SOLID MASONARY BLOCK LEVEL
SPREADER
6-FOOT WIDE (1-FOOT DEEP)
TRIANGULAR CHANNEL @ 0.009/
SLOPE LINED WITH LANDLOK TURF
REINFORCEMENT MATTING 450
CHANNEL SHALL BE LINED WITH
LANDLOK TURF REINFORCEMENT
MATTING 450 AND SEEDED PER
SEEDING SCHEDULE
3 I1� 1
UNDISTURBED EARTH
12"
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PARKING INFORMATION
TOTAL
14 60' SPACES 9.0' X 19.8'
30 60° SPACES 9.0' X 20.0'
SPACES
54
3 60" SPACES 8.0' X 20.0'
7 90- SPACES 9.0' X 18.0' (MIN.)
UTILITY INFORMATION
SIZE & TYPE LOCATION
W
SANITARYSEWER
8"PUBLIC B"PUBLIC
Q
STORM SEWER
NONE NONE
WATER
8-PUBLIC, 6-PUBLIC, US 70 (N. OF SITE), S. SIDE JONES AVE,
6"PUBLIC, & WSIDE OFSHORT ST,&
LLI
.2"PUBLIC ALONG CARTERET DR
R�
Cwi'
GAS
NONE NONE
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ELECTRIC
OVERHEAD US 70 (SIDE OF SITE)
TELEPHONE
UNDERGROUND US 70 (SIDE OF SITE)
FIRE HYDRANT
US HWY 70 (NE OF SITE) & S. OF SITE
Q'
F'-
AT CARTERET DR & JTNES AVE.
Q
SURVEY INFORMATION
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PREPARED BY.' COMMERCIAL SITE DESIGN, PLLC
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6312 CREEDMOOR ROAD
a
RALEIGH, NORTH CAROLINA 27613
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PHONE: [phone], FAX., [phone]
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DATE OF SURVEY. OCTOBER 2Z 2008 DATE OF MAP: OCTOBER 24, 2008
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PLAN SCALE: NOT TO SCALE
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STREETADDRESS
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CARTERET DRIVE AND U.S. HIGHWAY 70
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CITY
STATE
STATUS
DATE
BY
BEAUFORT
NORTH CAROLINA
FINAL
COUNTY
PLAN CHECKED
CARTERET
AS -BUILT
TAX PARCEL NUMBER
7306-1673-7239.0000
LOCATION CODE NUMBER
^- O
(v-
32-1426
DETAILS
CSD FILENAME:
MCD0817-DT4

LANDSCAPE NOTES:
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NOTE:
IN SOME CASES THE MULCH IS
ONLY A SPECIFIED DIAMETER.
SEE PLANS AND SPECIFICATIONS
FOR FURTHER COORDINATION
OF MULCHING
TYPICAL CONTAIN
DECIDUOUS SHRU
SHREDDED
BARK MULC
3"- 4" Mi
Pb
CONSTRI
NOTE:
PRUNE SHRUB AS RECOMMENDED BY GROWER
ONLY AFTER THE PLANT HAS BEEN WATERED
INTO THE PLANTING SOIL. -
SHRUB PIT TO COMPILE
WITH DEPTHS AND
WIDTHS FOUND IN THE SPECS.
SHRUB PLANTING DETAIL
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HEDGEROW (typ.)
N/F
LAURA GAULDEN
DEED BOOK 1233, PAGE 111
PIN NUMBER: 730616736038000
TOWN OF BEAUFORT LANDSCAPE REQUIREMENTS
REQUIRED: 1 TREE PER 4,000 SF OF DEVELOPED AREA
40,000 SF/4,000 = 10 TREES REQUIRED
PROVIDED: 10 WILLOW OAK
REQUIRED: FOR EVERY 10 REQUIRED PARKING SPACES 400
SF OF AREA DESIGNED TO RETAIN STORMWATER
RUNOFF SHALL BE PROVIDED AT OR BELOW
GRADE.
4,490 / 1000 = 449 X 15 = 67 PARKING SPACES
REQUIRED / 10 = 6.7 X 400 = Z680 SF OF INTERIOR
LANDSCAPING REQUIRED.
PROVIDED: 8,026 TOTAL PROVIDED - Z680 SF (REQUIRED) _
5,346 SF OF ADDITIONAL LANDSCAPEAREA PROVIDED
i PROPOSED LOT OR LEASE LINE
PLANTING SCHEDULE (SEE LANDSCAPING NOTE #12)
S�YMMBOL
KEY
NO.
BOTANICAL NAME
COMMONNAME
CALIPER
HEIGHT
ROOT
COMMENTS
BO
1-- • S
OP
10
QUERCUS PHELLOS.
- WILLOW OAK
2"
8'
B & B
-
�\mb
ICB
24
ILEX CORNUTA BURFORDI NANA
DWARF BURFORD HOLLY
-
18"
CONT,
3 GAL.
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VD
27
VBURNUM DAVIDII
DAVID VIBURNUM
-
18"
CONT.
3 GAL.
O
ICH
24
ILEX CRENATA WELLERI'
HELLERI HOLLY
-
18"
CONT.
3 GAL
(
ND
7
NANDINA DOMESTICA 71ARBOR DWARF'
HARBOR DWARF NANDINA
-
18"
CONT.
3 GAL.
AG
20
ABELIA GRANDIFLORA
FLOWERING ABELIA
-
18"
CONT.
3 GAL.
LM
25
- LIRIOPE MUSCARI
LILY TURF
-
-
CONT.
PINT, PLANT 1'O.C.
FrP74
3
WATER QUALITY POND
PC
1,640
PONTEDERIA CORDATA
PICKEREL WEED
(50 PLANTS 1200 SF)
VEGETATED SHELF I
N/F
BENJAMIN E. THOMPSON, ETUX
DEED BOOK 542, PAGE 71
PIN NUMBER: 730616739298000
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1. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OFALL UNDERGROUND UTILITIES. THE
LOCATION OFALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA
COSTS HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR
DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF
SUCH PIPE, OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF
THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANYDAMAGE TO UNDERGROUND
STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON -SUBSCRIBING
UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA 'ONE -CALL' AT 800-632-4949 FOR
ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
2. ENTIRE SITE SHALL BE SODDED UNLESS SPECIFIED ON PLAN OR REQUESTED BY REGIONAL
CONSTRUCTION MANAGER USE LOCALLYADAPTED SOD.
3. THE GENERAL CONTRACTOR SHALL LEAVE THIS SITE AT 6" FROM FINISHED GRADE. THE LANDSCAPE
CONTRACTOR SHALL REVISE GRADES ATA MINIMUM TO ENSURE SMOOTH TRANSITIONS BETWEEN
PLANTING BEDS AND LAWN AREAS.
4. PLANT GUARANTEE: ALL PLANTS SHALL BE GUARANTEED TO LIVE FOR TWELVE MONTHS. THE
GUARANTEE SHALL COMMENCE UPON FINAL ACCEPTANCE OF THE PROJECT. IF ANY PLANTS ARE DEAD
OR IN AN UNHEALTHY CONDITION BEFORE FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHALL
REPLACE DEAD OR DYING PLANT MATERIAL AT HIS EXPENSE. THIS REPLACEMENT SHALL NOT BE
CONSIDERED A GUARANTEED REPLACEMENT.
5. ALL PLANTING SHALL BE PLACED WITHIN A MULCHED PLANTING BED. ALL STRAPPING AND THE TOP 213
OF WIRE BASKETS MUST BE CUT AWAY AND REMOVED FROM ROOT BALLS PRIOR TO BACKFILLING
PLANTING PIT. REMOVE TOP 113 OF BURLAP FROM ROOT BALL.
6. ALL LANDSCAPE WORK SHALL BE IN ACCORDANCE WITH CURRENT CITY STANDARD DETAILS AND
SPECIFICATIONS.
7. ALL AREAS NOT MULCHED SHALL BE SEEDED OR SODDED IN ACCORDANCE WITH THE AREA SPECIFIED
ON PLANS WITH GRASS SPECIES RECOMMENDED FOR REGION AS PRESCRIBED IN THE SEEDING
SCHEDULE AS SHOWN ON THIS SHEET.
8. SITE LIGHTING SHALL NOT BE PLACED IN CONFLICT WITH PLANTED TREES.
9. TREE PROTECTION FENCING TO BE PROVIDED AROUND TREE PRESERVATION AREAS IN ACCORDANCE
WITH CITY STANDARDS.
10. COORDINATE ALL WORK WITH SITE LA YOUTAND SITE GRADING, DRAINAGE & UTILITIES PLAN.
11. MULCH ALLAREAS, THAT ARE NOT SEEDED OR SODDED, WITH SHREDDED HARDWOOD MULCH OR
APPROVED EQUAL AS SPECIFIED TO A DEPTH OF 3"-4".
12. THE SELECTION AND INSTALLATION OF PLANTS AND PLANTING METHODS SHALL CONFORM WITH THE
STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN OR THE CITY STANDARD DETAILS AND
SPECIFICATIONS, WHICHEVER IS STRICTER.
13. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. DRAWINGS SHALL RULE OVER PLANT
LISTS.
14. SUBSTITUTIONS SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT OR ENGINEER FOR APPROVAL,
PRIOR TO INSTALLATION, SUBSTITUTIONS MA Y REQUIRE ADDITIONAL APPROVAL BY THE GOVERNING
JURISDICTION.
15. ALL LANDSCAPING SOIL AND FILL SHALL BE FREE FROM WEEDS, REFUSE, AND DEBRIS AT ALL TIMES.
16. TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED, AS NECESSARY, USING STAKES AND
GUYS. SUCH SUPPORTS SHALL BE DESIGNED SO AS TO PROTECT TREES AND SHRUBS FROM INJURY.
TREES AND SHRUBS SHALL BE FASTENED TO THE SUPPORT WITH AN ACCEPTABLE COMMERCIAL TREE
TIE OF PLASTIC OR HOSE COVERED WIRE.
17. THE MAXIMUM GROWTH HEIGHT OF ANY LANDSCAPING WITHIN THE SIGHT TRIANGLE SHALL BE THREE
(3) FEET IN HEIGHT OR AS REQUIRED AGENCIES HAVIING AUTHORITY OVER THE PROJECT.
18. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6"BELOW TOP OFALL WALKS AND CURBS.
FINISH GRADING, LANDSCAPING AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR.
\ /\� / / • • • \ \ �- 40X 4" WOOD
Out , ` \ / /✓ • \ POST(typ
10 FOOT VEGETATED SHELF
`\ / / /� • \• • • ; ; ; \ \ FROM ELEV. 7.50 TO ELEV 6.50
..........
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AROUND iSEE SHEET L-PON18)
CLON
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4"X 4" N
POSTt
• ....: : ' / 20" PINE
2"PINE CONCRETE
23' PINE DRIVE
CABLE
TV BOX 19"PINE
20"PINE `\ /
2 PINE 55
//
21"PINE-
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18"PINE
22" PINE S /
21"PINE 55
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CONCRETE /
SS DRIVE
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APPROXIMATE
LOCATIONOF6"PVC
WATERLINE • � ' ' / e
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TYPICAL B&B
NONE OF TO BE
STAKED UNLESS INDICATED
PLASTIC SPIRAL
TREEPROTECTION
SHREDDED HARDWOOD
BARK MULCH
3'L4"MUDDLE RING
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TREE BALL iii.
PLANTING SOIL
1 n 1 �11�11=i> �OO�iiOj�O,
CONSTRUCTION..
//H,Ll GRAPHIC SCALE
/ /.#, 20 - 0 10 20 40
P
L inch = 20 ft.
PRELIMINARY DESIGN -NOT RELEASED FOR CONSTRUCTION
NOTE:
IN SOME CASES THE MULCH IS ONLY
A SPECIFIED DIAMTER - SEE PLANS
AND SPECIFICATIONS FOR FURTHER
COORDINATION OF MULCHING.
NOTE:
1. ALL TREES SHOULD BE PRUNED ONLYAFTER
INSTALLATION AND WATERING IN THE TREE.
PRUNE TO GROWERS SPECIFICATIONS.
2. ALL TREES SHALL COMPLY WITH THEAMERICAN
STANDARDS FOR NURSERY STOCK - INCLUDING
TREE PIT DEPTH AND WIDTH.
TREE PLANTING DETAIL
PERMANENT SODDING IN NORTH CAROLINA
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VARIES � � N M
SPECIES:
HYBRID BERMUDAGRASS
SOIL PREPARATION:
APPLY LIME ATA RATE OF 100 LB PER 1,000 SF. APPLY FERTILIZER ATA RATE OF 25 LB PER
1,000 SF OF 10-10-10 IN FALL OR 5-10-10 IN SPRING.
SOD INSTALLATION:
1. PRIOR TO LAYING SOD, CLEAR SURFACE OF SOIL OFALL TRASH AND DEBRIS. FILL ALL
LOW SPOTS TO AVOID STANDING WATER.
2. PRIOR TO INSTALLATION, STOREALL SOD IN SHADEAND MOISTEN TO MAINTAIN
VIABILITY. DELIVERY AND INSTALLATION OF SOD SHOULD TAKE PLACE WITHIN A PERIOD
OF 36 HOURS.
3. DURING SUMMER, LIGHTLYIRRIGATE SOIL IMMEDIATELY BEFORE LAYING SOD.
4. LAY FIRST ROW OF SOD IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED
PARALLEL TO AND BUTTING TIGHTLYAGAINST EACH OTHER. STAGGER STRIPS INA
BRICK -LIKE PATTERN. ENSURE THAT THE SOD IS NOT STRETCHED OR OVERLAPPED.
TRIM AND FIT IRREGULARYAREAS WITH A KNIFE OR SHARP SPADE.
5. INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION PERPENDICULAR TO THE
SLOPE. ON SLOPES 3:1 OR GREATER, OR WHEREVER EROSION MAYBE A PROBLEM,
SECURE SOD WITH PEGS OR STAPLES.
6, AFTER SODDING OF AREAS IS COMPLETE, ROLL SOD TO PROVIDE FIRM CONTACT
BETWEEN ROOTS AND SOIL.
7. IRRIGATE UNTIL THE SOIL IS WET 4 INCHES BELOW THE SOD. KEEP SODDED AREAS
MOIST TO A DEPTH OF 41NCHES UNTIL GRASS TAKES ROOT.
8. NO MOWING SHOULD OCCUR UNTIL THE SOD IS FIRMLY ROOTED, USUALLY 2-3 WEEKS.
MAINTENANCE:
WATER AS NECESSARY TO MAINTAIN ADEQUATE MOISTURE. GRASS HEIGHT SHOULD BE
MAINTAINED BETWEEN 1 AND 2INCHES. APPLY FERTILIZER ANNUAL YATA RATE OF 5.6 LB
NITROGEN PER 1,000 SF
r IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO
:OORDINATE WITH THE IRRIGATION CONTRACTOR, FOR
RRIGATION SLEEVE SIZE, FOR IRRIGATION SYSTEM.
PARKING INFORMATION
TOTAL
14 60" SPACES 9.0' X 19.8'
_ 30 60" SPACES 9.0' X 20.0'
SPACES
54
3 60" SPACES 8.0' X 20.0'
7 90" SPACES 9.0' X 18.0' (MIN.)
UTILITY INFORMATION
SIZE & TYPE LOCATION
SANITARYSEWER
80PUBLIC 8"PUBLIC
O
STORMSEWER
NONE NONE
WATER
8- PUBLIC, 6- PUBLIC, US 70 IN. OF SITE), S. SIDE JONES AVE,
0
6"PUBLIC, & W. SIDE OF SHORT ST, &
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2" PUBLIC ALONG CARTERET DR
CCY
GAS
NONE NONE
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ELECTRIC
OVERHEAD US 70 (SIDE OF SITE)
TELEPHONE
UNDERGROUND US 70 (SIDE OF SITE)
US HWY70 (NE OF SITE) & S. OF SITE
FIRE HYDRANT
AT CARTERET DR & JONES AVE.
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SURVEY INFORMATION
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PREPARED BY. COMMERCIAL SITE DESIGN, PLLC
8312 CREEDMOOR ROAD
a
RALEIGH, NORTH CAROLINA 27613
2
PHONE; [phone], FAX.[phone]
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DATE OF SURVEY: OCTOBER 22, 2008 DATE OF MAP: OCTOBER 24, 2008
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PLAN SCALE: 1 " = 20'
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STREETADDRESS
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CARTERET DRIVE AND U.S. HIGHWAY 70
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U
CITY
STATE
STATUS
DATE
'BY
BEAUFORT
NORTH CAROLINA
FINAL
COUNTY PLAN CHECKED
CARTERET AS -BUILT
TAX PARCEL NUMBER LOCATION CODE NUMBER
7306-1673-7239.0000 nc L-, a
CSDFILENAME: 32-1426 LANDSCAPE PLAN
MCDO817-LS2
IJl)L 2 4 'Zij0