SWG040060_Approved Plans_20130910

i
r•
ti
�; 2
i I i
I
I i
1
1
i I
1•'t rrr 1
iS1 TE �. �., ►, L
1
+�}{ERM�TAG
1
7-TN \‘)
��V �rn RD
/J r
j / I =�' 1 " '
ilf,i7\ ---41211(rr. 1 p,f,+
" Lit.
f
YEN
I �/ m �e
/
/ /,/ 1� y/ 1 - I
. ,,,
33 •Sh. / Vl • '-----
D ar �`
r
I
� rr I► Y I O s •=�
( �` i m • /N7 L �,� 1
I i I A - -,' J . �€ { E
COORDINATION NOTES ,•,� ,, - `�• �•le�l
EROSION AND SEDIMENT CONTROL NOTES PERMANENT SEEDING SCHEDULE j •'� "'�''�;������ � 1
:'
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS '` �1l1!ha�tis�, �� ,
SITE NOTES � � ' 1 : -' � �� �-�' •�
RaH. I REQUIRED FOR CONSTRUCTION OF THESE PLANS. I it 1 �'
EROSION CONTROL AND SEQUENCE Seeding Mixture _____. ____ ____._.__-_--..___ j ' --I
2. ALL WORK IS TO BE IN ACCORDANCE WITH THE COUNTY OF NEW HANOVER OF CONSTRUCTION NOTES: SPECIES RATE (LB/ACRE) 1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED VICINITY MAP (NTS)
AND THE STATE OF NORTH CAROLINA. TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
CAROLINA COASTAL SEED MIX (BLEND) 200 RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
1. INSTALL SILT FENCE WHERE SHOWN ON THE PLANS, INSTALL FILTREXX CHECK DAM AND HEREON BEFORE BEGINNING CONSTRUCTION.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND INSTALL SILT BAG IN DROP INLET ADJACENT TO LOCATION OF PROPOSED LIFT STATION, Seeding
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE g Dates
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN 2. INSTALL WETWELL AT LOCATION SHOWN ON THE PLANS. MARCH - JUNE 2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE 3. INSTALL 4-INCH FORCEMAIN AND COVER PIPE AS IT IS BEING LAID. Soil Amendments 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
IMPROVEMENT STAKEOUT(S).
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
4. SEED AND STRAW IMMEDIATELY AFTER TRENCH AS BEEN FILLED.
4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING 10-10-10 FERTILIZER. 4. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
- EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID 5. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 CALENDAR DAYS OF CEASE OF ANY CHECK WITH OWNER PRIOR TO APPLYING. ALL CHEMICALS MUST BE 5. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO GRADING ACTIVITY.
PREAPPROVED BY CE. OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
WITH OR REFERENCED IN THE RECORDED EASEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION
Mulch 6. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DO NOT MULCH. EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
DUE TO THE FAILURE OF THE EROSION MEASURES GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT11 WITH A COPY OF THE
GENERAL NOTES: TRANSMITTAL LETTER TO THE ENGINEER. '
7. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE Maintenance By Owner
1. ALL TOPOGRAPHIC AND UTILITY INFORMATION HAS BEEN TAKEN FROM PREVIOUS PROJECTS AT GE AND TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. 7. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
FROM A SURVEY PREPARED BY ATLANTIC COAST SURVEY, PLLC. INSPECTION AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
8. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL BE MADE WITHOUT THE PERMISSION OF THE OWNER.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES. ON THE APPROVAL BY NEW HANOVER COUNTY. TEMPORARY SEEDING-LATE WINTER/EARLY SPRING
- PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE 1
8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE -
CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, WINTER AND EARLY SPRING LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN SPECIES RATE (LB/ACRE) SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE
OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL Rye {GRAIN) 120 EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50 NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
AND COASTAL PLAIN, KOREAN IN MOUNTAINS) FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH MAINTENANCE PLAN REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE 1. OPERATIONALL ON AND FOLLOWING SEDIMENT
EVERYCONTROL PRACTICES RUNOFF-PRODUC RUNOFF-PRODUCING RAINFALL CHECKED
BUT IN NOFOR
CASE STABILITY
LESS THAN BEYOND JUNE. TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
THE OCCUPATIONAL SAFETY AND HEALTH ACT. PRACTICES AS DESIGNED. SUMMER 9. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, INCLUDING APPLICABLE NEW
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE 2. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET SPECIES RATE (LB/ACRE) HANOVER COUNTY FIRE MARSHALL REQUIREMENT, PRIOR TO CONSTRUCTION
OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO GERMAN MILLET 40
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A 10. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING, FALL APPLICABLE STATE, COUNTY, AND LOCAL CODES.
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. 11. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION 3. SEDIMENT SHOULD BE REMOVED FROM BEHIND THE FILTREXX CHECK DAM ONCE THE SPECIES RATE (LB/ACRE)
AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL ACCUMULATED HEIGHT HAS REACHED i THE HEIGHT OF THE CHECK DAM. RYE (GRAIN) 120 12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, ;
DEVICES" BY THE DOT. EQUIPMENT, ETC., THAT MAY BE REQUIRED.
5. CONTRACTOR SHALL CHECK WITH GE ABOUT DISPOSING MATERIAL CLEARED OR DEMOLISHED. 4 AOTER EVERY RAANFARE EOENT. LL ACCUMULATED SEDIMENT AND DEBRIS FROM DANDY BAG Seeding dates
13. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE 5. CHECK GRASS LINED CHANNELS AFTER EVERY RAINFALL. AFTER GRASS IS ESTABLISED, APRIL 15 - AUG. 15 - SUMMER
YEAR AFTER THE OWNER ACCEPTS THE WORK. PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. AUG. 15 - DEC. 30 - FALL
- IMMEDIATELY MAKE REPAIRS. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO
=- 7. CONTRACTOR SHALL CHECK WITH GE ABOUT CONTRACTING WITH A PRIVATE LOCATING SERVICE TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, EXISTING UTILITY NOTES L.
LOCATE EXISTING UTILITIES BEFORE DIGGING, VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR
THE CHANNEL. Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB ACRE GROUND AGRICULTURAL 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL I
6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED LB/ACRE AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE I
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. FIELD PRIOR TO GROUND BREAKING.
DENSE VEGETATIVE COVER. i
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
DEMOLITION NOTES M APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
t 1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED I
j ANAY EXISTING SERVICE LINES WHEN NECESSARY A MULCH ANCHORING TOOL. I
STABILIZATION NOTES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. I
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION f
' 1. SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF ANY PHASE OF GRADING, BE Maintenance NOTICE REQUIRED
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES TO
' PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. RESTRAIN EROSION. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE, PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE 2. ALL OTHER DISTURBED AREAS SHALL BE PLANTED OR OTHERWISE PROVIDED PERMANENT
DISPOSAL OF CONCRETE PADS, SLABS, STEPS, AND STRUCTURES; ABANDONED UTILITIES, GROUND COVER WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING
BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY COMPLETION OF CONSTRUCTION OR DEVELOPMENT WHICHEVER PERIOD IS SHORTER.
AS DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS AND
WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS.
4. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED AND
UNDISTURBED DURING DEMOLITION NPDES WATER QUALITY STABLIZATION TIMEFRAMES
5. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
r• REGULATIONS AS WELL AS OSHA REGULATIONS.
`�
PERIMETER DIKES, SWALES, DITCHES & SLOPES 7 DAYS NONE 1 ?
6. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
I THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
TEST PITS BY HAND. SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND
ARE NOT STEEPER THAN 2: 1, 14 DAYS
SLOPES 3: 1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'
I
ALL OTHER AREAS WITH SLOPES FLATTER 14 DAYS NONE, EXCEPT FOR PERIMETER AND HQW
' THAN 4: 1 ZONES
1
1
I
1
I
I
I
i
i
I
1 I I
1
1
I
I
E
,f
I
I I 1
I
1
1
1
1
{{{
i
I
n.
S�,? w� - to, )...6o 13 1 i
a I I
I
tit-
I _ I _
i
0 ISSUED FOR PERMITTING MNH 8/29/13
I
I ,
I j REV DESCRIPTION BY ( CR
# I APPROVAL DATE
R _ -_____,
REVISIONS
SIGNATURES DATE 1
, E Hitachi Nuclear Enerc;y
,SNORE«�coNsuITING ENGII�TEERS,Fc. � REFERENCE DRAWINGS DRAWN' _ - - -/-/-- rt9 H f�Q���
wrLMmGTor ,NC @zoo I CHECKED _ _ _ Wilmington, NC
-/-/-
I 1�ti���q; ! ENGRG _ - _/_/__ !TYPE OF DRAWING r
I PORT CITY CONSULTING ENGINEERS, PLLC j'�,f;�."'4 G E W I LM I N GTO N SITE �
6216 STONEBRIDGE ROAD, WILMINGTON, NC 28409 / ss/o+ 2�� ENGRG _ _ _/_/__ G E-9 0 PROCESS
I 910-599-1744 LICENSE No. P-1032 aQ SEAL SCALE N/A SURF. LIFT STATION I i
& UTILITY PLAN
ANDREW CONSULTING ENGINEERS, P.C. �� F GINSP,9742 ijj
0
UNLESS OTHERWISE SPECIFIED
(ISSUE DATE
, €DWG NO. REV.
fSTRUCTURAL ENGINEERING MARINE ENGINEERING FORENSIC ENGINEERING PROJECT MANAGEMENT yy�,�4- figs -/t-w/ 7 O 0 6 E 13 ' 0
3811 PEACHTREE AVENUE SUITE 300 WILMINGTON,NC 28403 P-910.202.5555 F-910-202.5558 W-ANDREWENGPNEERS CON right`1 1 2 PLACE DECIMALS ± FRACTIONS ± i COMROl1FD BY: ISSUED TO: j - - -
FILE 1 PIXEL ISH CONT J
�__.__ _- __. NC PE FIRM LICENSE#C-24fi1 ®2013 ANDREW CONSULTING 3 PLACE DECIMALS f ANGLES t FDC N/A I NaME 7006e13tc1.dwg1 iNo. C 1 oN C 2
1 I III1 E
f

I
8 7 6 5 4 3 2I 1
I
IN r1
m' •
`�� H�o1� .1) LEGEND
\ •
�- _ DESIGNER'S PLAN CERTIFICATION
�p ... immummummummimmum
I SURVEYED LINE CO EXISTING BOLLARD
!�� tii 0 Pip, LINE NOT SURVEYED ply D� EXISTING TIRE DEPT. POST INDICATOR VALVE The following designer's plan certification shall be shown on each plan drawing sheet:
4
XX XX XX XX EXISTING FENCE LINE OO EXISTING ELECTRIC BOX Designer's Plan Certification:
J __
P -P SS EXISTING SEWER LINE EXISTING FIRE HYDRANT <.
4:
S 1 I hereby certify that this plan has been prepared in accordance with the latest New
\•
���HERM TAG, � _____ ,[ � Hanover County Ordinances and Storm Water Design Manual."
,t� RD , � �� EXISTING WATER LINE ON EXISTING WATER METER
`� r+ `��► i' (DEPICTED ACCORDING TO UTILITY RECORD) WV
\ M 'Lt.,. _��* + Signature:
�O �_ �� p EXISTING WATER VALVE (P=POTABLE) Printed Name and Title:
�� �s• % - E EXISTING ELECTRIC LINE (TOP STEM = ELEV. OF TOP OF WATER VALVE STEM) Date:
�� Q Registration Number: SEAL
- - EXISTING STORM DRAINAGE PIPE
.ry � ' '' _ w RCP = REINFORCED CONCRETE C) EXISTING PROCESS SEWER MANHOLE
i���� >k w � - �� DIP = DUCTILE IRON EXISTING ELECTRIC MANHOLE
�� ` SITE GY CMP = CORRUGATED METAL ® OWNER'S CERTIFICATION
` ` 1 CPP = CORRUGATED PLASTIC EXISTING DROP INLET
1 1 0 / ssi
(DEPICTED ACCORDING TO UTILITY RECORD) The following owner's plan certification shall be shown on each plan drawing sheet:
Cf a n- �� KERR A alrW/ c,fpj () EXISTING DROP INLET (CONC. LID)
___ ~ ,,� °MAS EDIg •P Property Owner Certification:V 0 EXISTING FIBER OPTIC LINE P tY
yl�, AIL Nib ` HERMITAGE fD {CD EXISTING UTILITY VAULT
\ -LL 'Art * EXISTING TELEPHONE LINE "I(We)hereby certify that I(u=e)am(are)the current owner of the property and that
1�E� u on recei t of"Authorization-T-o-Construct any clearin ,grading,construction or -
�ii� � � 'ra'� ,--, -., .-, .- Q EXISTING TELEPHONE PEDESTAL P P gGRAPHIC -S SCALE L E
m 1" 2.ire I: Air .('�Y .-'Y. ' - Y Th' EXISTING LANDSCAPED AREA development,will be performed in accordance with this plan and that the applicable 40 0 20 40 80
`� LM/NGTO/V i '+ EOP EXISTING EDGE OF PAVEMENT DN Government and its agencies which are herebymade part of this plan. As the owner,
�l EXISTING STORM DRAIN VALVE ordinances and rules of New Hanover Coun ,the State of North Carolina and Federal 1 I
�y EXISTING SEWER MANHOLE (we)accept full responsibility for the construction and operation and maintenance of the 1 inch = 40 ft.
A/RPORI s: d EXISTING CONCRETE MONUMENT proposed facilities. I(We)will not attempt to transfer any of this responsibility without the
J 11 IN
C�t MQN P P P P tY SC-)
�.r COS, EXISTING CLEANOUT written authorization of New Hanover County.•TER KI �."." -0- EXISTING SIGN�. .'YNG ,p� F'KWY 4!^ l�iiiC ,�, , Ai EXISTING FLARED END SECTION Signature:EXISTING WELL Printed Name and Title:
EXISTING LIGHT POLE Date:
VICINITY MAP (NTS) GE SITE MAP (NTS) co, EXISTING UTILITY POLE 1
X 10.3 EXISTING SPOT ELEVATION
H 4 EXISTING GUY WIRE - TEMPORARY BENCHMARK
H
3 il , y1' 1 CI- -_- I
I _ ` 1
I d 6
POTABLE WAIR BLDG 1€?. w' IN` a I 4'i __
J c-.. 12 WATER -.' - 26.25' INV, '\ '' "{ -----
e '4 \ I� / f�! j 1
/ ,BENCHMARK: MARKED BASE [ IV ter f -
/7 $7
l ,,, 1 t `; --' „ POT B€ E OF LIGHT POLE -__�. _, H I" -4 PO T Ai3LE WATER y c..
t ; ►A �E WATER
1�L-R WATER LINES ( ,� ( i
PV
1= 5 ;} r ELEV. = 35.67 I k t ,a I ``
i I \, --6 POTABLE WATER \ f - I
�Lr, INS _ � T. , ,G w; 4" #AT r CHILLER BLDG ' I 1 j f /
i r i l i.T('j Fk i�f#rrA-�-? G AV L PARKING R ING AREA _ `� - } I .1 I �G. ^.,� a� 1.'^( i
�' TOP I ! i t.1 .Y j .y�� - 4` ELECTRIC € i o-� ;�"� rh.L I'I ! (� ., .' ,.
t 3. . `�E , --1 ; ; [ 1 {tis I q i DUCT BANK ----- MODULAR TRAILER , efalmo/ia//omk... a ...F9 Miuv,2410�. � O/// r. uM7 / /.na,/a�m#i� 1 I ^'Yq //� INV „PP F^� ;- §-^,rig INV - p UNKNOWN UTILITY ----� ( ;/ .. �.. ( i
t +"'1 4 -' . I 1 } t I f t 3 i! \ l '{ I! c.J�.L t I�4 1 f"`N i-.� J i 3 3 N Y , f�` j Jf "�.,-
2. T£)P S , -, 1 i; w///////////////////,U////////a...05 /////////„mg"///////40; I `` E ( i 1 i �\ CI�A#N INK FENS E 4 ,
! 1------- 1-I. I _ s! - - __ _ _ - E _ _ _ E E _.._ _ _ ___ E # It ( I _ .T .. I I - XX___'-X-k--- ' --XX--X-- _- XY---X -- XX XX XX XX XX XX __ _ XX k XX XX 4X -X - XX �� ~ i I
I
14,\ ii 1 ,3
--s f Z ti �. �_a _ u�- _ t _ 1 - c__ - c - F z =� �- Nam. {)F!E_ GrE °I a _ r -- - __ OH __,.u_fa _.__� _ ..... c --__.- - _-_'-- ', "'
Y C.
1 �� ,� E_�� . -----LJ.._. -.- ----i�f-?>.. _ -----vl-€� OI-�� _ Ol�i_._ �..._... � ---- 0.._ C?t-[uA --.w.. �g� :R-<�. ,.,i t,_ � t.1H1 -----' :-..-... _____.
-- -c ... / I F.. t ...... a--- ` ..� , j OH - {3 r ::_ E. pHE HE
� f`r-" ,� --rr�_____ ,I�� ;j � � �\�- �' E.. >�u � I � f t t -; I -'-'C}r'�-------- -�_,t c`71-! � .� - .� �0H C3 C} _..._...--''.' W ' �. `[n
t #. F . , 3-4)--LI' V. ;Fp' [t j- . 1 p ..._. .___ p » ....-.-._ } .____._ , {g ��) �j �gp _- _ 1p{ •.m-_.., g _, - _ _ _ _r �f - _ yt _._ ;(/ �S ( _ }j _
'`�y',..) `'('�f 1 ,..w'v-.-i E {' S�j 1 Y1`' ?kr {t '-".".', ,d Y: ._.......,� «. Y} \ 6Y V \ IIII Ej" '�^�" Y=st v 'y'' f ' SR+F ...�-_ S�{ -.. --'-- SY $P T.a" I I T` 4a� - I ._. - li4 -1 i`, •fY. 1 V& �/ ...:..._ »__.._.. _.._-.�... > YF Tl' YY -'---'- YT �,,P ' 1 ---� __ Sf:t _._.. w.w,...- .
u.+�,.C%6..� T41 i1 w .- .._ Y ^�^_ f ,�. •---•__4-81 I y �`_.....,... .W. - t ( -:., tlY. ` ss t i, t, ( {S 4Y 1 ._...,wn.,- Syr -, y�y_-`. ._.._ ✓_J_./. fi
M,,, # .C'. _s- f� •� -:% `\ 4fiei , /, f / j `t (1 ' 1 \ F ' i` SEWER MH J I ✓
_ _ i r _ _ _ -w -- IS =� ...__ .. E A 4 / # �� �% ----. .- E -s- .-.._ L -.___- _..___ . t .__�_.__ __ E. __ _-___ E SANITARY _ E __. ___ _ . • BENCHMARK: MARKEC? FLANGE I
1. I , - - E t I E -- - ,_-...--. P- --_._M_N _-. __ _-._.__ _---__, ____. ..____. E / / \ ( \(.\ it _ __--- /
__ _. ! _.___ -_ ____ _. / I `- I I \ \ BOLT ON TOP OF HYDRANT, i
} d
I 2." POTABLE WATER --- ..�._. S EC T RIC DUCT BANK LA-
JUNCTION BOX k c� 26. 4's Ili W. EOP l
1 T.
/ kTHOMAS EDISON DRIVE EDGE OF/PAVEMENT E I ! 21 .76 INV �'7 �'-: �
F m I t \ _ I RIM: 3�.92 F ;� \ M�, I # i F
\ ,*P I I- I �_.�� 1 THOMAS EDISON DRIVE I \ I
C (ASPHALT ROADWAY) - (� FIRE PROTECTION WATER ,.; , I (CONCRETE TOP - UNABLE TO OI E( SNOT ACTIVE) ' SC; ' 1 \
36.5., --0 I �; ,21 , I 12 FILTREX C SOCk W/ MULC \ t 7 \ I , I�NCTIO I , SANITARY SEWER M i
E
13 5 4 3 .2 ;4 34 / �•I 6, _ ._ t. _ 36.E 6. 33.E 35. I 5.5 3•. I 1 Or
_ �, 2S.f42 36.E t4 - - - ___ _ _ _ _ � a � � e o TRIM: 34,02 ____ ---- -- -- --___ _ . / M
__._ _ _ _ Est t# ;t qg' iAa --7y ^ ` Lar ttF d 31 7 RI
� 1 ......... - } .f§r '-"`:a"'"' __-_ "_. ____ -_._. :...-. �.. ....._.. s .w�asss ^'. -" i- _T7�_' �t ^ro.- - iS�6uw: "" 7T YB !_ii r Y4 -'I-- I j".�:"'""'_' $Y � '3 Y%_- - - __ ._.p-f-=�---. _._._ - t ».--». - _.-.... ...,._. `0 y : f s ,
_�_ _ > I-- i ;x 1 - = -_" - _ vv - _ ... i -E - �3 .` `° _" _ -_ __ _ - € t (ACRE E I TUP T`I Yd - cc
v - --- - /--- -- 6-: y71--14N V--E.- _ _ I
pN r �.. . x _.,. __...__ - _..... .._.__..._ ..._ (3da ..-_. .,__- '...IGI._.. ___ - tag .�.� .< �"'"s 1�d �� •4 + r.F (.C)
'''''-,,.--.... it '1, -.1 ( k! 'w Y.; ! '�: fi• -..,,e._._. ._.� ..._.. .. ._..- ._..._ _._... ��� ..- _ __'_ _ w T._ -_ - - ............... ..:...._ __ -e .�,._, r .:.i(,,._. _ _ ' .,._. - --- ' �I- ---� __r._. -._ ...,- „• _ ._....�«i.m.-...,F ^�... f it e, ........:.._ ,-•-
_ _
y. 2i�.7c1 INS W.
v. � i
1 27 Spa , , \ _ __ _ _ - _ __ - ._ _ 4, _ �. ___ __ _._ _ _ _ - ___ ._, _ _ _ - __ _ . -- _ 32.> I; (GRASS)
s_ P •ji DiF'
33. ` _/� 1 \ / v_ .- _.._ _ _. ._ 3Z - r - \ r_ _ . _ . - _ - __ _ Y _ . - Y , _ ._ -- ._._ _ �. �� __ _ _ l= / DL DL I I
£ �{/ \ I • TtN ter''- •!•n_ .r• • ...n..... ._._... _.._ ..-__. g. -{� - __.... _:_, .,-, _.». _-. _.. ....._.. -...... _._. __� ___ -.._._. _:.w.. ._.._. T. 5 _,_._ .- ___ ._. ___ __. _-. ...__.. ..._..._ ..._._ _.._.. :__ ._-.... _..__ _" .._.. 3va ' .V ~� rrr `� r.. ' a
\ I� .ADWAL'. / `� - P f1�� LJ _ _-_ 1` � _w_ s } - �.. t C -__ 31.E �t1��7 3�(��' 31.EDL DL 1 l"�
_ , \ DL DL I
i
t r" r�C � _ J .J' L i,,.M t ]] �3n.� fi 3 f ! � ._ .� ---Y � - � E� x 3I'..)._._ n.._-.-------'-�..��;~ ---I,_- - --� - ,._._ �`'D � i I 1
x 33 9 ; I _-- Y �._ r = _- _- r-.-'",_-.: _-.--__ -ru 1: .-_._.... _ DL. __.__M. D4...P~' .W► ' '�,, 3 kINSTALL
.
il\
r t , f F -- t 3 q , r, .29. ---- .-_ v - __ �3'_"� .. .__ _ __ - �i DL �vr = ".� 34, I
� \ \: f 1 , ,.'�.�- /( �...� 2 43 I `��_. _ __ ,,. ,�""". -DI-- /f .,.- ...._ D� �'` I-- -- ��� � �� ._ ...,-.... � .QL- �+ '--Ill-. �� tl .-�..� 432.� \` `��.�.Q1 �! V►'.+:.���O�►��'�i��F' 1 FM FM FlA FM FM f I
_ t - - _ __. .__ ___ _ _ __ _._. __ _ I ....�s,,a �_ DANDY BAG
' ( >" , 1 I r - ( 8 ... _ _ -- _ _. _. _ _ `T If111 .►��!'.�:r 0 iU lQ
f _ __ _ __ _
r tt I%r`U f t i / %1 ►r . Ol 'T�.-. _ - _ _ _ __ e.�2 1 ^.. FM FM k ''3 FM_ Z.r �'i I I !L� i P
it \; Q :, A' _- -- _ - _ D,- .G.. _ � � - �I �► ► �.E _ e i IN DRO t
.N 36.): 1 36,E . . , _,,9, / VI ,a ,a ,, -- \- -`, � 5 % o I INLET 10" FIRE
+"� _ _ `�\ -�- _ "3i:7 -- - '- - "_ 3\ i0 1a -10 is ,a _ ° _ 4 ( p ,, --- �' 4'.6 i , ( DI PROTECTION
ARGE TO. - -? - _ 1 PINE \\.__IM: 33.13' I , tC ;F 11t "• J � - �31.1 10 DC}Gt100D �• <I DOGWOOD \ 14" PINE I I�. E { Q I( ,032.9 ASPHAL. � CON 1T X 811' G
T- � - I �' ' 3Q. RATE WATER `.._.__.
I W I I : ( � \ DRAINAGE MH ( ,! , CONCRETE PAD
Ivy. 2 .6 ' I , I I 3 ;'� .o ,� ,a �° - _ » i \ I
I > f✓ 33.79 RIM > I 19.56 INV
)AT: 31,5 ' i ` " ,„ ; °. f �1.- f - R VAULT I T 4 C900 FORCE MAN \� '1 9P PEAR 1 j 1 , c>_. I
" .,.� W ,TE., dLI� : ,
ST� INVERT " ' I , � ' a DISTURBED OMITS 3u.5 j r :, (3 FT MIN. BURY) 3f.2 , ,f. a.49 INV S. �P, DIP .- .►�''��
EWER MH
R i Z I ' f , . s. i p N. r PROCESS
T OPEN) _ I �x ., :;, ___ _ 3w •- - _ �_ ..__ - �; I ( 1 8 V ,s --� ___ - 3a $1 RIM
3 IN
11 I D I , i ..I rs i �� _, SAW CUT AN "`�
w ,R 0V AN "�, I 1 1 PROCESS SEWER MH 7p 26.97 INV W. (FILLED)
I / #3s., 3, Pti PINE 'k �V Q I - r. I ,
I; I I I�, I w ' HA_1 •..----GUARDRAIL 1.91 RIM
I \ REPLACE ASPH T A NEEDED U -a: '
.� ,Sy l5`... F.. ,.�. YiF 3t/
4 __ ..._ EIG_ J PAVEMcI�1 I j - FOR THE FORCE MAIN INSTALLATION ; 1,,,.„).. ` I � ,'
`i d PINE » 4P at 4 ( ice/ �//H/ HH iW/// ///////////////////////il//iy/////////////0//////////!i9////.v/eo,/////// /if///////avnv//////Jogoz.o////orm7--41,4/l/A /l//.d%/iD////A/l%///!,gaf/////l/%////'AP.///////1%
DI ' I _J f 1 3f ".3 "/^� _ _ __ �_ - -_ ..-.__ i -,,,, 1 PINE. 22 PINE 14 PINE FOR .. m13. b D
- .,' 31.7`311 34.6 I0 \
' '-' _ _ - ` CONTROL PANE " "" \ , i .0 r' 34.'7 " 5
RIM: 33.25' I W �.6,,., ' - I
INV: .7 MISS ` k /` ' - - __ __. __. __ - I_ ~` - _ - �3�.4 SCO WEST ADDITION 30.52' RIM \
�. 31 ? I �, / 34_ _... _._. ____ --
RIM: 3 . L6.5 , � .: �; . 25.12 INV E.
E x _ - - m �s 24.88' INV N. E
ASPHALT/CENTER1 1 >,
sb OF DITCH I ' I 4,_ • --2 FCICEAIN PUMPS
►44 / U. �__.._. ON CONCRETE PAD
24" CMP ;! a
31.38'
• •
1 1
I
I
D D
EXCESS SOCK MATERIAL TO BE DRAWN IN AND 11ED
OFF TO STAKE AT BOTH ENDS
VARIES (6' MAX.) DANDY SACKTM 1
r TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. T
7
#12-1/2 GUAGE }^:,'1)
STORM :.:;:4.> .>
tiii 1,
GRATE
:::
LINE WIRES MIN. �+► LIFTlib. a; __ _.
#12-1/2 GUAGE "".. �.�,rrlr. STRAPS ;; :; '• _-,.__-__-
r:§
Atim FILTREXX® CHECK DAM
t,
(,�J SiZED TO SUIT CONDITIONS tags'
': `w...- j �*j`ww ` 0•O v.w.v.w* 0111 '�- , s'�TO 1a'�TYPICAL
rt �� 101" - maw' FLOW
e I -ie a rs a 't //
.0.0> H
'� 2 X 2 X 36 WOODEN STAKES PLACED 5 O.C: :.',..�:,,:.> \
,� � BOTTOM STRAND MIN. #10 GUAGE _ � ��, I � `��;%:':`:'"
t7„,....::....%Ocoj' CI°
/ � `� �!1 Manageable I 4( £3ptional
'7,::::::,:::::::.„,
. _. _. _1
�/ ,` •�`� 2 foot containment ocat#lovv partsCO
4 s#k.
STEEL POST area I I Illa:,.. y. 4. 1)
` I u _. ___... ---...NOTES: /`�� I � �N, � ++��' `.�
1. WIRE SHALL BE A MINIMUM OF 32" IN FILTER FABRIC I 0‘4„ I ` /� ` , `� "W.% �'
WIDTH AND SHALL HAVE A MINIMUM OF 6 s I I � F)
UNE . ,
WIRES W/12 STAY SPACINGT ! d 'll r N' ' C
C 2. FILTER FABRIC SHALL BE A MINIMUM OF ! FlLL SLOPE I V
36" IN WIDTH AND SHALL BE FASTENED I tat I 1144
iL) i i '� -� I► A A
ADEQUATELY TO THE WIRE o I I I DUMPING i�'�hlr � :', t3. STEEL POST SHALL BE 5' 0" IN HEIGHT GROUND UNE N ,`, IIs -[ I' I
AND BE OF SELF FASTENER ANGLE N *, STRAPS a' Pr
NOTES:
STEEL TYPE -4 II 1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS.
b .,4* I INCORRECT - - _ 2. CHECK DAM SHOULD BE USED IN AREAS THAT DRAIN 10 ACRES OR
�- �- �- �-"\!�� :74:N.
CORRECT LESS.
TI ' .��j`�i� \/414 .
� ; �_��`��f���f� . } 3. SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE
I -� %` �♦ Aa. f`�'4 - - - - BARRIER SHOULD BE INSTALLED AT THE DRIP ACCUMULATED HEIGHT HAS REACHED /2 THE HEIGHT OF THE CHECK DAM.
"W ' \��� .. . .
I LINE OF TREE BRANCHES 4. CHECK DAM CAN BE DIRECT SEEDED AT THE TIME OF INSTALLATION.
W t' t `/`IJ�If��r a I >�a �t ��x�c x�cx x c�z +r x�cxl>a x�xx��e.
,, , .. .
,. . _
1 �. �l`i�iNi�i A.. NOTES
1
,. ANCHOR FILTER FABRIC • , - - I IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES
SKIRT
N, -1, A r REPAIR ANY DAMAGE TO THE CROWN, TRUCK OR ROOT SYSTEM IMMEDIATELY.
SILT FENCE ' ' - ,
•
- FENCE SHALL BE PLACED 1.5 TIMES THE DIAMETER OF THE PLANT
N.T.S. - REPAIR ROOTS BY REMOVING THE DAMAGED AREAS WITH A CLEAN CUT. PILTREXX® CHECK DAM
- REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS.
• " - - CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN NTS
BRANCH.
. .} EXAMPLE OF TREE PROTECTION FENCING
N.T.S.
B B
I
- - ,
4 :20-11ETii 1
BY:
\\\\\\\\\\\\\\\\.\\\\\ „_.,0„,„ 2" SURFACE COURSE, SF9.5 B - - - - a
.114 II 0 ISSUED FOR PERMITTING MNH 8/29/13
• �II la ':%i+rt •.. *�•� S.
8" CRUSHED AGGREGATE BASE COURSE
REV DESCRIPTION BY CR# APPROVAL DATE
/\ \ \\��\��\��\��\AV" \\./\\< REVISIONS
/\r\\/\\i\\�\\\i\/\\r\ A .. .. A COMPACTED SUBGRADE SIGNATURES DATE
PAVEMENT DETAIL ANDREGVcoNsuLTINCENGINE>1�s:P.C. REFERENCE DRAWINGS DRAWN - - - -/-/_- M HITACHI GE Hitachi Nuclear En 'rgy
N.T.S. WILMINGTON,NC 02007 --- - - - -/-/-- Wilmington, NC
CHECKED
itilt3if1 . ENGRG - - __ TYPE OF DRAWING WILMINGTON SITE A PORT CITY CONSULTING ENGINEERS, PLLC � ► -/-/ _ G E
6216 STONEBRIDGE ROAD, WILMINGTON, NC 28409 .-‘0...,, �`� ENGRG - - - -/-/-
© Qtiess�oti ti = GE--90 PROCESS LIFT STATION
910-599-1744 LICENSE No. P-1032 2 a� SEAL '� SCAM 1" = 40' SU F.
& UTILITY PLAN
5 19742 /
ANDREW CONSULTING ENGINEERS P.C. gq '�'9742 �Qd = UNLESS OTHERWISE SPECIFIED V ISSUE DATE DWG NO REy,
STRUCTURAL ENGINEERING MARINE ENGINEERING FORENSIC ENGINEERING PROJECT MANAGEMENT 44,_� �, 2 PLACE DECIMALS ± FRACTIONS ± CONTROLLED ISSUED TO: O 0 6 E 1 3 0
3811 PEACHTREE AVENUE SUITE 300 WILMINGTON,NC 28403 P-910.202.5555 F-910.202.5558 W-ANDREWENGINEERS.COM FILE PIXEL SH CONT
NC PE FIRM LICENSE#C-2461 02013 ANDREW CONSULTING 3 PLACE DECIMALS ± ANGLES ± FDC N/A NAME GE90LiftStation.dxg No, C-2 ON N/A
8 7 6 5 4 3 2 �