SW8110504_APPROVED PLANS_20150202

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 10-5
DOC TYPE ❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 0 2
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MANAGEMENT COMMISSION ^BAN 2 2015

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1
CONSTRJCTON NOTES: _ TML TML�� N/F
___TML TML _ MEADOWS GATE LLC
1. �OCATION
.472
-2. A"gONVL`E N4AN RCS. SEWEWER ER SERVICES
Sir ECS`PN� WATER MAINS To 9ABANDONED BELOOT TO W FINS"�'GRRADE& WATER BE AT TIE WATER MAIINF CURVE CHORD BEARING CHORD CURVE TABLE
RADIUS ARC TANGENT L_•��TML-••�, TML L��TML MVACANT POTJ /
3 •:ACTOR T PPCADE POS'.TIVE GRADES fP_M BUILDING TO WALKS AND USE FILL AS REQUIRED. TML �i ZONED B-1
f SITE is
,F�T -0 SELECT CLEARING
O NO
ARING
L BE DONE WTI-OLIT THE
R OR
IS
5 TO SIUCNR TF•EB`SELECTADIIC °IL 94CKFD UMATERALSM1UIIABLE MATERALE REMOVAL AND DISPOSAL RE EQUREDETTO BE DONEPRIOR C1 N 4"46`t 6e tB2•Jt -�M�� �48.27 183.52 92.38 L-�APPRCVALTML��TML`7ML TML1L��.� L__ OTI COUNTY HOSPITAL AUTHORITYD.B.
6 AN EROSION CONTROL PLAIN IS REOJIRED FOP THIS SITE AS PER THE CITY OF JACKSONVILE'S ENGINEERING - L t� /7� TML VACANT LOT
DOSION
ING AND OR Mj�("NG WILL
CONTINUOUS OPERATION
N ALL CUT AND FILL
SLIDHALL BE SEEDED TAN=AM'J14D�CHED BORROW
•AND DM-ERE NECESSARY RUNT ONMPNATEEERO�ON�ON DESIGNATED GNATEDB AREAS AS __`TML TML``TML�.�• _` _"` -� __ INW43.49'�L / TML�� L L_�• L��TMLZONED B-1 __ __ BiVD
SE �Y FEDING N'4 DAYS MULCHING
DAYS ONL BE DONE AS SLLOPESS STF o ROOTHAN 311),SIBLE AFTER WEATHER PEPMI TIING ON 0^ THE EARTHWORK, NOT TML�_TML TML��TML �� __ EBB TML�_TML TML TML �l�S'` WiWAM9BURG n
T 5 OR4 WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C.D.N.R. `ATM `-� > - TML 7M �'�� (PARKWAY
Y JOARDS AND SPECIFICATIONS L_�� TML�� 1K �`�'�• TML
6 T PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C-D.O.T. STANDARDS AND TML��T11Q TML-.� ^' 170E DUKE TML��'TM SITE
�`� TML r "� -� (JACKS PROGE L1 �TA1 TML NEW FRONTIER
T TO C FI SHOWN IN DETAILS ��TML INv-43. ONy(LLE_ SS EN L TML
F T 9I C,NG HEIGICNHT OF WATER METER SIZE ADFOJACY. _' E TML -TM `- L '� I "�• HAVELOCK GY R/ty PP �14 TiML•�-��� ���TML_ �'IE� WAY
9 AIt THIS STELESNDEVE DEVELOPED. ALL IS SS THAN 50'ENVIRCNMFN-AL REQUIREMENTS SHALL BE MET. E �� E L~ TML__ _�?(,�L ' I �_ �233 �4OC 230 KV LINE1 L� LgL � �Rp/�, LA
LA
1O Al.- POWER POLES, POWER LINES, ETC ARP TO BE RELOCATED TO ACCOMMODATE PROPOSED �� PP TML __ -Z �� / (PURL/C _
CONSTRUCT CN CONTRACTOR '0 CCORDINA F NTH POWER COMPANY PRIOR TO RELOCATE. E�� _ TML I � L �R/ME' u
IT TON'1RACTOR TO LOCATE AL',. UTILt^ES PRIOR TO CONSTRUCTION. E _"'�� t�� MT'f
12 NATURAL GAS 5 AVAILABLE TO THIS SITE _�'" E _� ,(� �_�TML 'I 11 L�ZTM FOp�N MOUNTABLE CURS OR CURSL_�TM
13. AL_ DRAIN GE SHALL BEL SHE TDRAGE ANDR WTH SUREACE ACCESS DRAINAGE
(AS
SHOWN). 4 TML L TM ETRUCKI �� CU7 L
E E 'lY -TML _� TM MM�M2�"ESS - °5 VICINITY SKETCH NOT TO SCALE
1 AL:_ APPLICABLE FACILITY CHARGES MUST BE °AID PRIOR TO RECEIPT Or THE BJILDING PERMIT. _�� E• 4r' /=1. 1 ��� L-.�_ WIDE ___
16 AL EXTERIOP 'OPTING SHALL BE POSITIONED AS TO NOT ADVERSELY AFFECT ROADWAY TRAFFIC DR _ �� E ( 1 TML�� TML"��
ADJACENT PROPERTIES LIGHTING WILL BE INSTALLED IN A MANNER TO MAINTAIN A DARK SKY STANDARD.
17 THE PROPEPTT IS IN FLOOD ZONE X, WHICH IS OUTSIDE THE 100-YEAR FLOOD PLAIN, ACCORDING �� ' I L TM TM Pp \ _��
IC FFMA MAP 3701 78-437 8 J, EFFECTIVE DATE NOVEMBER 3, 2005. ¢¢¢ L L ��. LEGEND:
�" '� �1 • - ��TM �• �. EIS = EXISTING IRON STAKE
18 THERE ARE NO AREAS Of EVVIROYMEN TqL CONCERN OTHER THAN THOSE SHOWN. �� 1 \ E Y �i `\ PtO,Oo 11 L___VA`iL SIS - SET IRON STAKE
19 VERTICAL DATUM BASED ON NGVO 29. TM PIH T EIP = EXISTING IRON PIPE
CO. NO LANDSCAPING OTHER THAN GRASS OR AS SHOWN ON PLAN WITHIN EASEMENTS OR OVER WATER AND SEWER MAINS �" '� s3 1 _ 9.00' ; I 1 T I MLA ECM - EXISTING CONCRETE MONUMENT
21. AREAS NOTED FOR TRAILS AND GREEN WA YS AND/OR REQUIRED SIDEWALKS SHALL BE UNOBSTRUC�D -1T I 6 1 ` z ML-_.�_ TML��_ CC = CONTROL CORNER
FPCV 6 INCHES BELOW GRADE TO 10 FOOT ABOVE GRACE (OVERHEAD CLEARANCE). TELEPHONE I 500. TML-•L�`_ I TML EPK - EXISTING PK NAIL
PEDESTALS, ELECTRIC TRANSFORMERS, DROP NLETS, FENCES OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED I PROPOSED AS HALT PARKINGE 46`. R �' 1 TML __"TML SPK = SET PK NAIL
AND`OR RF!_OCATEC IN ORDER TO CREATE AND%OR MAINTAIN THIS CLEARANCE AND SIDEWALKS SHALL BE FREE OF ' I R� �� �o �� END= EXISTING NAIL
CRACKS AND EAMAGE PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. (BM)= BENCHMARY,
22. PROPOSED 5!DEW'ALK TO BE 5' IN WIDTH. 9 1 a �-� Re PcA & -E 1 I _ 'TML PF = CENTERLINE
23. TRA%FIG FLOW PATTERNS AND STOP CONDITIONS ARE TO BE PANTED. ./� 1 y6 A?. �XET.� 6' 1' p m pp �- E 1 `'•TM& R/W - RIGHT OF WAY
24, ALL SIGNS AND ROADWAY MARKINGS (TRAFFIC CONTROL DEVICES) MUST BE IN ACCORDANCE WITH THE Gs ' .� /' I 5 � STOP ppy� WR EDP - EDGE OF PAVEMENT
!MUTCO) AND THE CITY Of JACKSONVILLE'S CODES AND ORDINANCES. 'Pj g ' 1 U �� •P MBL = MINIMUM BUILDING LINE
25. ALL STOP SIGNS WLL BE RI-1, 36' HIGH INTENSITY PRISMATIC. SIGNS SHOULD BE MOUNTED USING A U-CHANNEL d p♦ ' 1 U P. P �\ U a 'H- 43 E _� BOC - BACK OF CURB
POS, MOUNTING HEIGHT IS 7' TO THE BOTTOM OF THE SIGN. �•(� /� I x Rip t• A-4 CO = SANITARY SEWER CLEAN-OUT
26 AL'_ PROPOSED CURB & GLITTER WITHIN RIGHT OF WAY TO BE MATCH EXISTING. ALL CURB & GUTTER WITHIN SITE ' n ' 1 VJM = WATER METER
TO BE 24'. e� APPRO7L = 1 PP - POWER POLE
27. TILE EXISTING "ITCH BANKS ARE NOT TO BE CISTURBED AND IF EXISTING DITCH BANKS ARE DISTURBED, THEY SHALL / � DETENTON POND ' l I a: 2� s" I � �' �� E � LP LIGHT POLE
BE REGRADED '0 HAVE 3:' OR FLATTER SIDE SLOPES AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. / / \ 7 7 ] '� .�� E PPT = POWER POLE WITH TRANSFORMER
2& HE OWNER Or THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL RECUCTION IN THE MONTHLY STORMWATER FEE THAT WI_L BE / I p •p -� _�'� SL SECURITY LIGHT
ASSOCIATED NTH THIS DEVELOPMENT. TO QUALIFY FOR A FEE ..'EDIT. THE OWNER WILL NEED TO PROVIDE THE CITY // \ ' I m Ra' \4' R.K �2 I I �� � GW = GUY WIRE
ENGINEERING D'V?SICN UPON COMPLETION OF THE PROJECT A COMPLETED CREDIT APPLICATION ACCOMPANIED BY A COPY OF / ' 1 Z z I CB = CATCH BASIN
THE STATF-IS$JE) STORMWA-ER PERMIT AS WE'_ AS, A COPY OF THE SITE PLANS. / / \ I ;n F- 8 8 i S DI = DROP INLET
9 AL STOP BARS SHAL. BE LOCATED 4' BEHIND PEDESTRIAN CROSSWA_KS. / ' I ry / m 1 - JB = JUNCTION BOX
\ \ / \ ' I f +' 11i.m, o To.00' RCP - REINFORCED CONCRETE PIPE
0 BUILDING ADDITION TO USE THE EXISTING DUMPS-ER'S & DUMPS'ER ENCLOSURE. / $ 18.0w 10,00' 11.00E 18.00E m 18.00' 11.00E 18.00E 18.00E 18.00E
1 LIGH PING WILL BE INSTALLED IN A MANNER TC MAINTAIN A DARK SKY STANDARD. SSMH \ / \ 1 �--24.00'- �-24.00•+I �-24.00E--1 If24.00V -2 INV - INVERT
2, S:UE SUBJECT TO JACKSCNVLLE COMPREHENSIVE BICYCLE AND PEDESTRIAN PLAN. �� -�'� / / ' ' 1 IS �A' FES = FLARED END SECTION (PIPE)
\ BIT/-J6.at . / \ I Re A' R F21 ACRE(5)
33 ALL HANDICAP RAMPS TO BE ADA C"MPL'IANT. N SF 4• AC._
\ \ / DAVID MICHAEL & HEATHER CHOATE 1 W o:' R' Q7 �' o SF - SQUARE FEET
35. NS E A COMBINED BEFORE BUILDING PERMIT ISSUANCE. \ \ \ / 1 e 8 7 7 Od.= WATER VALVE
35. ENSURE RATED COPISTRUCT'-0N 'OR BUILCIN;S TO BE CONSIDERED SERRATE \ / D.B.2602 P.135 \ �jJ+�L
SUR'_CTURFS OR \ \ \ / / M.B.50 P. 56 \ „ I ' �. 0 4 tly, XIV- IRRIGATION VALVE
•� \ /MAY NEED TO PROVIDED M;RE FIRE PROTECTION.
KITCHEN & LIGHTING DESIGNS UNLIMITED N jq to `aa n c sP I FOG - FIBER OPTIC CABLE BOX
ZONED CC ' I 17 N TUB - -RAFFIC LIGHT BOX
PRE CCNSTRUCTION NOTES: \ ` \ /
\\ \ \ ,\ / \ I TB - TELEPHONE BOX
t AL_ COYSTP'JCTI.ON MUST BE COMPLETED IN ACCORDANCE NTH THE \ / / _. N QsA Rer, m TUTS = NOT TO SCALE
CITY OF „ACKSONVILLE MANUAL OF S-ECIFOA-IONS, STANDARDS, AND \ \ \ / �I MW = MONITORING WELL
\ �F/� \ / \ ' I I Z R 'y' Re SSMH - SANITARY SEWER MANHOLE
C.E3GN (N550). 4 COPY OF THIS MANUAL I$ AVAILBLE IN ME PUBLIC \ \�' / I ®J U s- Sn r x\` _� \J \'4 / �p I D&LIE DRAINAGE & UTILITY EASEMENT
SERVICES DEPARTMENT AT JACKSONVILLE CITY HALL. �- ' O c \OC \ lI Z --7_, �*• _ --"geP O
1. PRIOR TO COMMENCING CCNSTR'JCTJN THE CONTRACTOR SHA..; •(\TUG BIRO , / ®S 3 "' G T A-6. DU&AE = DRAINAGE, UTILITY, & ACCESS EASEMENT
D & PG.- DEED BOOK, PAGE
OOK, PAGE
SCHEDULE A PRE-C CNSTRJCTION CONFERENCE WITH THE CITY OF J \ ` \ EE\F C6�'fA9• / / / N 4 '26'48e W 93.74` Ryn W --M.BUT-- - UNDAP ERGROUND TELEPHONE LINE
INV-41.82 / 3
JA_KSONVILLE AT CITY HALL. }❑, I --LIE-- = UNDERGROUND ELECTRICAL LINE
a- /�"� \ "\ \ // /gIS 4' CHAIN LINK FENCE NTH SIS 9 u -E - - OVERHEAD POWERLINE
3. M:$ LEVEL PMEYT QUALIFIES AS A TIER t, PPO.ECT IN ACCOR Ar •p \v \ \ / / J f BLACK VINYL COATING CITY OF JACKSONMLLE I I -X (- FENCE
W-H THE SEWER ALLOCATION POLICY, A SEWER ALLOCATION RE01,_ST 90 � \ // / / / / /� � 1415 P.1001 _ I 3 -SF- = SILT FENCE
FCRV MUSTBE SUBMITTED "0 MICHAEL IMOORE IN THE PUBLIC SERVICES // \ \ / / �' / -- _- - t _ - -- _ PORTION OF TRACT II v-.p
ENGINEERING O-PARTVEN-. A COPY OF THE SEWER ALLOCATION POLICY \ 4 \ / - g S lJ = FIRE HYDRANT - EXISTING
\ \ / / / / -.� a M.B.51 P. 69 - I a K;YO
AND THE SEWER ALLOCATION REQUEST FORM ARE AVAILABLE ON -HE \ { TV 2S ACRES I
CITY „F „ACv,$ONMILE WEBSITE AT WNW CI LACK SCNV1i FF NC.GS ANO \ �\ Y \ \ / / / / �/ •i// I ism, 18.00E ICAO' 18.00E 18.00E 11.00E 18.00E t8.00' pp
- POWER POLE
p \ / +24.00' ^--24.00E+1 I�-24.00'�I
ARE LOCATED IN THE ENGINEERING AND CONSTRUCTION SECTON 'N,
\ �� \ "•� i
UNDER GOVERNMENT & CITY SERVICES. \ \ \ \ // / / a� Re Re I N/T # LP - LIGHT POLE
IV
'e CITY OF JACKSONVILLE - fCN = SANITARY SEWER MANHOLE
p TRACT II
\., 10 10 D.B.1415 P.1001
` 'A\\ \ �\\ \ \ // / / �r�'� I. O R 4 R 14 n VACANT LOT THCPS = HANDICAP PARKING SIGN
A \\ \\ \ \\ \ // / / /jam I �N 'pe F-3 M 8.62 P. 37. SL N-71 HC HANDICAP
\ N. \ / / 08" / ri n ZONED CC
'� \ JI\\ \\ \ \ \ / / / /�. �.•- I N T 1 4 HANDICAP PARKING SPACE
\ \O\ \ 1• \\ \ \ // Ow"_ / 1\ / /•;�C� I " q 1 A• R,, B�� = PAINTED STOP BAR
SITE DATA V IV
A �'
Er SING \ MBEP 0 LOTS 2 \, \ \ \ /q' \ \ / / /
FROPOSE YUMR P 5 \ \ \\ ` \\ y. �\ \ / / / F, / '�/ / W I �ry STOP SIGN
UMBER Or EXISTING BU' DNGS 1A
\ \ \ J < \\ ✓ '61M led 7 7 iq� !11
EXIST N. ' SE(5 'OLLEGE AN7 VNIVERSnES / N G � •� TURBANCE LIMITS
STOP
�. ,�\ \ \ \ ,r..`�;ytlW Cr' / I i7 �e µ90 P CIS=C � = GRADING LIMITSE
PROP Sf : JSF,S) COLLEGE AND UNI VEPSI'IES ` \ \ \ / �f \ W' �y�o ��M ... W I M • �� 4 CPS = COMPACT PARKING SPACE
NUMBER OF UNITS = I \ '\ V \ `,\\ IV \ Y 'Q. \ A_ayl` Qe a\T""/ // 2 I $ $ $ N g �y'D� / \ PROPOSED TRAFFIC FLOW
TYPE Or :,NITS - COMMERCIAL rn 4 \ 'f'� \ Pdl o o( / / 0 O P � _� / '•II = EXISTING TRAFFIC FLOW
SQUARE EOOTAGE OF EXISTING BUILDINGS 13,3z200 SF. UNDER ROOF \ \ \\ \ \ \\ '\ \ \ / N l O l \O' J Ny5 'I\ •�F = STEEL BOLLARD WITH CONCRETE FILL
$OLIRE ROOTAGE OF PPOPOSED ADDITION 2?44.70 S.F. UNDER ROCFV. 0 \ \ \
SQUARE EODTAGE OF EXISTING & PROP OPED 35,576.70 S.F. TOTAL LI`JUER ROOF o/ \\ \ / '1 I I �F _5 r" 24.00E // I \\ +17.47 EXISTING SPOT ELEVATION
SITE ZONING - CC \ \ \\ APPARENT '\ / / 4F-N PN o, J0'R40 Z I N "40 1 \ 0.00 = PROPOSED GRADE
F \ JUNCTION BOX / / 'Co P I. W It 8 r�
PROPOSED AND USE = COLLEGE AND UNIVERSITIES \ X \ ` Q' O I /\
/t. 1 \ INV-4o.OQ / / c�fr 0 0. �� ¢ c`2 3 ` j ma I P- %56 1 co\
TOTAL ACREAGE 'P7 ?tB?. SF. (645 ACRES} ��( \ / RESSR * P� Q I Z B PROPOSED ASPHb}.T PARKING / - \ MEG = MATCH EXISTING GRADE
ACREAGE Or LAND T., BE D.S'URBFD AND E)POSEC = 3.0 ACRES (OF ApING LIMITS) I 36-ROP \ R6R o J / \
c r P / \ \ \ \ \ / / L� - fa' '' f1 94 $ /hO I .\ TC-0.00 - PROPOSED GRADE AT TOP OF CJRB
PERCENT0 S'E C_cOTED TO OPEN SPACE = a8.9EZ \ \v\'� \ / 5v1,A0 t 580d J r m / 1 \
P.
NUMBER TIP BJI D'NG$ `::C4MERCIAL): 1 L.-.-._._._._.J..-._._.._.-._._._._.-.- ._.-.-._.-.-.-._.-.._._._._.-.-.-. b O. H -.I 1
OWNERSHIP STATUS (RENTAL, CONDOMJNVINIUMS. ETC.): OWNER ?p�� A \� <. pys' d DVM'BTFRS n Ip+ L161
TYPE S JNI CCI_REN AND NDO SUES o, \ O1S _ PROPOSED GRADE AT TOP OF WALK
NUMBER OF PARKING SPACES REQUIRED - 177 REQUIRED yo M(VV- p�+y,•``\ \\ / \\ " oeae.we EXISTING POND LANDSCAPING TO REMAIN �d ;P>,':� s�. p' .,t.. .. o' m; -��`/s? -_, DB___,-= DRAINAGE BREAK LINE
PER APTICLE 5. 5=CTION 5.1 OFF-5TREET PARKING STANDARDS, TABLE 5,1.11 \•�J4p6 4eR\ \ / EIS1 I I y
IV
(1 PER EACH 200 Sr.) 35,567,25 = 177,88 � OQ �\ \\ \ \ -.\. ,r PH \ �i �1 1 �Y = DOUBLE CONCRETE BLOCK FILTER
NUMBER OF PARKING SPACES EXISTING - 92 INCLUDES 4 HANDICAP SPACES \ \03� \ 1 I _ " /y EXISTING ASPHALT PARKING \\ + /.' 1$2.87 , R=5 1 1 ` /
CS
NUMBER OF PARKING SPACES PROPOSED = 219 INC!_LOES 7 HANDICAP SPACES (ALLOWED UNDER LIDO O 150%}
M1'„M9ER OF COMPACT SPACES ALLOWED 1, 54 ;5475; yyy���yyy. ,Bg \ \t I� S' EQUIVALENT
NUMBER OF COMPACT SPACES PP.OP05ED = 0 �\ A i1 _ o :(� ';,/ (. 1 / = GUTTER BUDDYOR
1 1 �� 5a m 7 2000 / -ST4J[•FT d / I in /
ONSLOW INVESTORS. LLC ��� A� 11 � 4 I i. >n 25 a°• F s `� FLARED END SECTION
TAX MA' AND PARCEL NUMBER = 339-20.5D �yp
MAP BCCK AND PAGE NJMBER = M.B. 67, PG. 37. SL. N-71 1 1 Z 1 L2f-\ 4r . , ', . ,• / 1.' I 1
1 0 �{ t 1 .404 Wetland6 ,
1 1 g TYPICAL PIOF'04 ;� 4244.1�I;S. .} 47s 404 wetlands
^EEL BOOK AND PAGE NJMBER = D.B. 3622. PG 354 1 A
:IN OF .AGKsoNwl_Le )I v 11 A 6 6 a QV@fi(fl, w �� v12.563.43 s.f. off site
TAX MAP AND PARCEL NUMBER = 339-20,51 V �� .IA A 1(n ddOIS Op0• q - - ��.f " ' }A'' e : p,9 .� 1 D•29 OCTe6 1
MAP BOCK AND PAGE NJMBER = M.B. 62. PS 37, SL. N-71 OI �� 1 1 ,B I ENTRY, L ' ����sl�(j ,, �r14 � �t.Wyp p'( � i i '� A,N I!�.
o.EED BOOK AND PAGE NUMBER = U.B. 14.5, PG. 1001 �• ---- ' �X a•
.- 1 1 i F'•'.•,• L 4 WETLAND LINE TABLE
31 h T'm i_� 8'CROSSWALK '1 P P ,Pi "/ p �•,�T I w 6
\ `,q� 1'Z 1 G 1 5 4 A N :�006 frbtik {1TeI ode.�� � �/ / �; R' Nqb �. 1 ) n o t � � ��5
N,'F � 1 10 �a'6 / 1 ♦ t S9CF SBCF elm p /, : \i .'.', .�'.'•I I 1-143 25.58 S46'50'58"W
`.LECTRI:: JTILITT PRO'vICER: NONE$-ONSLOW EMC MORGAN RUVERA'. HOME, INC. I' 1 1 , .
�I \I 1 LED• I I r ; v�7r11kJ 'd' / �!`,• . ! I I L144 42.54 S52'37'51"W
RIr;,r AV S DESIGNATION: COMM_PCIA INDUSTRIAL ' VACANT LOT 4B PARKWAY INVESTORS, LLC 1 1 LD �� i •I
.J LAND LSE
LIES., L & /` V� V 1 ' :. e ��,Nene.
D.92297 P.759 � p•' �II 10 �� t i 8 bEW `::. / � ' - %./�� � ,',,/ ,404� v`P�// L145 40.69 N75'S4'3B"W
G 1 m B:5'St rk 6 r4R 7 �.y,�»,aS'ei.'. ••
g I'. 5UPJF.CT TO JACKSCNVILLE COMPREHENSIVE BICYCLE AND PEDESTRIAN PLAN" N.9.46 P. 203 ��� aJ 1 I.F "' .A,.. ';, :`':: ' ',�.,,� /' �� •.I (. > L146 J2.12 N31'S9'19"E
MORGAN FUNERAL HOME f 1 1 , \� \ 1 PO 4' _ / % •;/ 1;0.�'Kf�•',•,•'. (. I / T
N C r I N? I 1 If �� P `,f "-I •y?.'" / �-';% ', /, './ n 1. ,• . .'.1 In( / L148 20.06 S72*31'_1*E
XISTWG MPERV10U5 SURFACE AREA (INCLUDING BUILDINGS) = 61,4A2.56 ZO ED C �, I ../I� 1 t o c 1 _ ; , a ( �.�'(.', ',•1 1 • L148 20.06 S72'31'11"E
r,
r� - =' `.
TAPER V'C_'S SURFACE AREA (EXCLUDING BV 4pING5) 107.518.72 5.F `g , /� II 1 1 \IL ~ S' �+ ': ' 7 ;I y �. C ^I , L q q 7 I V -' !+� i I'.0? dMN'.' ' ') a 1 I I / L149 24.95 578'ST38"E
MPERV"J_$ SURFACE AREA 1,r LUDING BUILDINGS) 143.415 42 S.E' 1, �� �f 1 1 \1 1 I w:ilw (� L'Z (-\ (_ �/I i (`�. (`'\ I // "`•S 1
/GG� 11 t 1 4,p 9 pt o s „ 'i ` e ps d Re :3 ';� •i i I,tY'M• "•' 'I 1 1m/ _1 50 12.64 S13'04'56"E
' IS Rip s _ �o' :: $, �, , / i 1•'.', ^lT C/ I
rclm 0. I '�/ / R/, ( ••••• .'A 52 �f Lt St 26.71 N86'46'47"E
1 �•� \ ♦'• I y Iy �•- EXISTING ASPHALT PARKING f_ I .TP i ':/ / L',• •.'• . I / L152 1&95 N24'O8'28"W
LANDSCAP;NG REQUREMENTS: `( I II 1�0 I \ m o: I m `m ;'%,'/ �'� «;, •'.^•' '••••'.' •' •'1 F { `� ' ' I / 50'MBL
STREET YARD PERIMETER LAWN PERIMETER LAWN PERIMETER LAWN 1 0 1 50'MBL -+ 1 wl __ _____ __ -I _____ i / - iY-i•-. --- --- -1•=----L---- -- -------- ----------------
L153 31.19 N36'1 J'28"E
TREE-_-R 1 I�k 0. .. _________ ____ I _ _____________ __ ___ _ I- LG,� -,L,<,_, j!._Z ,_, rGy . ,<,,<.0 - z, - -�
\ ' ' _ T. „r < .. ________ ' _<•-,. ;. /„ - b528S'"' -\'+r. - - /' L/54 31.80 N48T)5'17"E
(NATURAL BUFFER) (NATURAL BUFFER / WETLANDS, Aw A II 1 1 \ -_ wl; PD. 5. TYPICAL r(• A�d+..' ••' • ! m I \68
GP°. r 1 1 J t.... aP i 4•P i m, _ •9 - e l'.'.' • i/ ` L155 31.77 N40'52'24"E
896.85 LF. (a) 1,497.70 L.F. (D) 256.59 L.F. (b) 193.49 L.F. (b) I^ o I �O m O v g' w tOe �• . 4J� J+ / '.
?R = 7 N RSTORY TR =47 UNDERSTORY TREES=10 UNDERSTORY TREES-8 i II 1 1 Y 5 w w - .` I za 9 'P ;,' 9 ca '^ _- �• _ `- ------ ---- --- - --L'fi9 _ -_-__-___- -- PER A------__-- L156 J2.79 N3T28'39"E
LARGE EES 2 U DE EES 1 _ _ _ _iyy _G - _ - - -- - - -w..- -.'y -- - - - -- - - _ - -- - - r - �L770 �� ���� L157 22.84 N08'00'28"E
1 2i M 34.0 iL. C•-,
m: N_ ,,l - 7bi,JSBfJU.d A1.
LARGE SHRJBS=t OB LARGE SHRUBS=tag LARGE SHRLBS-2 LARGE SHRUBS=15 '�\ II ( 11 •/ - .t - 1 e •.� 1• .'IA' AS `--- -��
SMALL $H RIJBS=72 SMALL. SHRUBS=99 SMALL SHRUBS=20 SMALL SHRUBS=15 1 III 1 ` 1'^-^--j x'Ix _ 1�-� ` �'-n1" k"- 24.00E 70 R/" �// �\ Pe.Oa' t L158 25.41 S57.44'JSE
aU
fA � � � 4.00E I,•O &1�1 � L159 37.23 S80'23'58"E
INTERIOR SLANDS ' .I ) ' ,"e,a�"I I ,,HHIS L160 63.35 512'37'04"W
61 ( STING B' WATER LINE APPROXIMATE LOCATiONpI _ _ _ _._.-. ._. _._._.-. ,_._._._._._._ �._._._._._._.- LI51 26,56 S29'59'57"E
NUMBER OF ISLANDS RECVRED=22 'I I ( ' r 1 _ .�.�._._._.-._ _._ �. ._._. �•- _ 8 STREET LAWN 11NE
SHRUBS PEOUIREC=t19 �' I _� _ - 'Y' 3 HIGH SHRUB SCREENING _� L STREET LAWN LINE - � �y,.�
SHRUBS PROVIDED=t 26 . \ E� .«F 11QOD' d0i dols- �i OEM 97- F OOE - 49{. Dips �1S I� Lrv' S1 Lip. ® TB �As Jd1S 218, 93 ._ -_ _
- L163 33.05 S18'40'S6"E
bug
May
TREES PROVIDED=2E - SUBS"TOTED 1 LARGE TREE WITH 2 UNDERSTOPY TREES '.�L--"-I �� ) .K 1 . : .:;�. .. . . -.6S: Y A .: .R :.sl. WA4 iP.RO a.•SIPEIVAUX L165 26.61 S134'34'Z9"E
ZbarII `\4 `: __ __ _ _ - _ - _ _ - _ _ - - - - _ - - - _ L166 32.26 N8227'01"W
I v(a) SUBSTITUTE" 10 LARGE TREES NTH 20 UNDEPSTORY TREES ALONG THE WILLIAMSBURG PARKWAY 8' STREET LAWN - - - - - - - - - - - - - -
AREA DUE TO CXISTNG 20' DRAINAGE & L'TIL-Y EASEMENT AND 12" SEWER LINE.
I Usi
_ -r - - e ISTM TILT - - - - - - - - - - - - - - - - - - - - �x15T N XISTING COD N42E26E48"Y/ 713.33E (TOTAL) - - - -PRbPbSE S- - SSMH 67 2814 S62 SC'11"W
SSWH ` SEWER HANDICAP HIGH VISIBWTV I HANDICAP HIGH VISIBILITY I Inv-44.62 CURB CUT o- MIGH NSIBILITY TOP-4Z67
(b) THE TOTAL L.F OF PERIMETER LAWN IS ',497.?.0 LF, THERE IS 450.08 L.F. OF EXISTING NATURAL AREA TO EE I II I ��SERMCE RAMPS 6' CI III ROSSWALK I I o-• RAMPS 6' CROSSWALK EL-43.86 6' CROSSWALK INV=37'74 L169 31.07 N48'37'44 W
USED AS 4' PER METER LAWN LEAVING 1,047.E2 I_F. TO BE USED IN CALCULATIONS. IF ANY OF THE EXISTING I TOP-4739 NEW FRONTIER WAY __ _________________________ __ ______�______�._._.,,____.& e
NATURAL AREA USED AS 4' PERIMETER LAWN IS DISTURBED OR REVCVFD IT IS TO BE REPLACED PER THE I II BIM-}4.33��. (�I EXISTING 6' SEWER LBE (APPR07OMA/E OCAIION) _ _ _ _ _ _ - I� I'Ele z !� Lino
CITY'S LANDSCAPE REQUIREMENTS. N A. I i 4 --� 20' RADII Open L770 34.B7 N41'S9'14"W
6D' RAW (PUBLJC) SSMH (yt R PROPOSED PROPOSED L171 22.28 S65'15'49"E
SAFEGEN I!, LLC. 20' RADII I TOP-16.30 �� HANDICAP 20' RADII HANDICAP
II I `v I _� 11NV-38.33 Rpm Adt RAMP RAMP L172 95.95 55732'03"E
LANDSCAPE NOTE5 LOT 1, PARKWAY INVESTORS, LLC I I o _ _ � � � � � � � � � � � � � � s � � _ e � � 4- � _ _ ® - ® _ _ _ _ _ e _ _ � _ _ _ � _ � e e e _ � � _ e � z
D.B.1892 P.373 N
48.987. Or TOTAL SITc IS DEDIC4TED TO LANOSCAP NO. JACKSON JILLE4 BUILDERS SUPPLY I I II i / _ I I -- _
ZONED Gc r --- SITE / UTILITY PLAN
OR DUNG COVER ARGUND ALL SH'RV85 & TREE$ TC EE PINE STRAW, GRASS (SOD) ALL OTHER. AREAS. I II /� I I r� FOR
FOR MINIMUM TREE AND SHRUB SIZE AT TIME OF PLANTING. SEE CITY ORDINANCE I I I �' o1JSLow INVEsroas, Lc j- CITY OF JACKSONVILLE MILLER-MOTTE COLLEGE FACILITY
ARTICLE 5, SECTION 5.2 LANDSCAPING STANDARDS. II SIS / I 1 ' TRACT I
THE DE`F'_OPER MA' SUBSTITUTE LANDSCAPING SPECIES AS LONG AS THE CITY LAN-SCAPING I I ''rI I I � � D.B.3677 P.149 D.B.141
TRA P.1001 -
ORDINANCES ARE MET. 'SUBSP.TUTIONS SHOULD BE CONFIRMED NTH THE PLANNING DIVISION." M L-689 M.B.48 TRACT SU.II SITE ADDRESS. AT r
II I I '• R .6.48 P. 69, LO P. 69, LO L-689 TRACT I JACKSONVILL,E BUSINESS PARK
I I I ry VACANT LOT vacANT lot 105 NEW FRONTIER WAY -
EACH LARGE CANDPr TREE AT THE TIME OF PLANING SHALL BE MIN MUM 'WO (2) INCHES IN II II I �" ZONED B-1 ZONED CC
CALIBER AND EIGHT (8) TEN ;ID) FEET N HEIGHT WHEN MATURE' A LARGE CANNOPY TREE SHOULD I, I � Ig * FOR PROPOSED LANDSCAPING PLAN - SEE SHEET 4 OF 10 * QMEB
BE AT LEAST FCRTY (4C) FEET HIGH AND HAVE A MINIMUM CROWN WIDTH Or MIRT' (3)) FEET. I I PREPARED FOR /'�
LARGE CANOPY T?EE° MAY BE SUBSTITUTED WITH TWO (2) UNDERSTORY TREES. HOWEVER, NO MORE II I i I ONSLOW INVESTORS. LLC KTJ 25Te - LLC -----
THAN FIFTY (50) PERCENT OF THE REQURED LARGE CANOPY TREES MA'' BE SUBSTITUTED. EACH
t1NDRST2RY TREE AT THE TIME OF PLANTING SHALL BE A MINIMUM OF ONE (') INCH IN CALIBER AND JACKSO3684-C HENDERSON DRIVE '�
EIGHT (R) FEET '.N '+EIGHT WHEN MATURE, AN UNU=PSTOPY TREE S•'OULO BE BETWEEN FIFTEEN (15) 910-547-93 , NC 28546 JACKSONVILI.E TOWNSHIP, ONSLOW COUNTY, NC /�
AND PCPTv 40) FEET HEIGHT, EVERY TWO 12) JNEERSTORY TREES MAY BE SUBSTITUTED WITH ONE 0t 910E547-9344 n� 9V�/EeDn
LARGE CANOPY TREE. HOWEVER, NO MORE MAN F-TY (50) PERCENT OF THE REQUIRED PREPARED BY PRVYCU
JNDERST^RY TREES MAv BE SJBSTTJ FO. EACH SLPUB AT TIME OF PLANTING SHALL BE 3 GALON j� ��p
SIZE OR LARGER. $LOST-.TUTION5 SHOULD BE CONFIRMED WTI- THE PLANNING DIVISION. CITY O JOHN L. PIERCE & ASSOCIATES, P.A. NOp�� �� 11L.11V1; EIV'JI�®LAMENT
1, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS ! CITY OF JACKSONVILLE NORTH CAROLINA LICENSE No. C-1888 pp�'°� p R p5 L
DRANK UNDER MY SUPERVISION FROM AN ACTUAL SURVEY P.O. BOX 128 I�i,A5Nf9G7 ME�YIT C +M[VIIJSION
Crystal Coast Engineering P.A. (DEED 910-93NVILLE, Nc 285at 405 JOHNSON 46- JACKSONE: D NC 28540 IV
EXISTING LANDscAPING TO REMAIN T HEREON); THAT THE BOUNDARIES T SURVEYED RE I,llltlitldl� PHONE: J10-346-9800 DATE: DECEMBER 8, 2014 aW$ 1105�``I e�a��s
LARGE TREES - 16 LARGE & SMALL SHRUBS - 126 Civil and Environmental Consulting Engineers ,` r� 910EIOPFR: 00
CLEARLY INDICATED; THAT THE RATIO OF PRECISION eta "(N Ca`h,�.: r D SCALE: 1 = 40' F.B. 826 PG.11 �l�
David K. Newsom, PE AS CALCULATED IS 1:10,000+; WITNESS MY ��� � A
John R. Freshwater, PE ORIGINAL SIGNATURE, LICENWRE NUMBER AND SEAL "�' n, �i KTJ 254, LLC JOB #2014-12512 Email: (Larry) draftp40J1pnc.com
PRoposEO yANpscAPNc. 205 WARD RD. #3, SWANSBORO, N.C. 28584 THIS_4_ DAY OF __ , 20-67' ? 5125 COUNTY ROAD 101. SUITE 100
PHONE: [phone] - FAX: [phone] MINNETONKA, MINNESOTA s5345. GRAPHIC SCALE
FREEN ASH - 32 EACH .". CRAPE MWTL - 97 EACH License NO.: C-2553 T JOE HUGHES
952E540-4161 40 0 20 40 60
IGO
(LARGE TREE) E" (UNDERSTORY TREE) I ---�---- I ,;`u'
JOHN L. PI S. L-2596
1 s V , REVISIONS:
I NDIAN HAWTHORN - 437 EACH NANDINA / HEAVENLY BAMBOO - 206 EACH s /S• ,
12/15/14 added dralnogs pipe k sbueturs, sch"I"
• LARGE SHRUB H (SMALL SHRUB) s/, ..... !�- �"' 1/13/15 r~ per city ZR comments
t PIE�CY A, 1/14/15 revised per city 1 IN FEE( ) SHEET 1 OF 10
REF: top"y111114ea'^ : 40 ft.
D.B. 3522. P.354
D.B.1415 P.1001 G:\Projects\OPPIDAN Investors - Miller Motto College\b0se.dW9 Jan 16, 2015 - 8:06am
TRACT 1 11,11.8.31 P. $9. SL L-1426

TMLi 7AtLiTML MEADOWS GATE LLC
PROJECT: Miller-Motto Expansion TMLi ��-TML D.B.3295 P.472
to - 5 mina HORCURVE TABLE M.B.58 P, 163
CO-0818 CUCRVE CHORD N34'46E6"ING C829D1 16'1L VACANT LOT
'tA" 648'27DUS 163.52 T9238T _ L____ 1��7M TML`TML_`TML-• ZONED B-I
INCR. INCR. TOTAL TOTAL OUTLET ��_ TML�,_TML TML-__ ,� ONSLOW COUNTY HOSPITAL AUTHORITY D.B.
PIPE AREA 010 AREA 010 DIAMETER LENGTH GRADE VELOCITY ZONE LENGTH WIDTH TYPE TML "� TML 1598, P. 119 _
Storm Drains TML'_ TML_��TUL / _�TML�� VACANT ZONED 8-t 1 53
A 0.29 1.66 0.29 1.68 Exist 12' 39 0.50 �� _`_A1• TML �. „� '�. L -�
B 0.23 1.32 0.52 2.98 Exist 15" 99 0.50 TML TML __ L�'�TM INW43.49 / L•-�,��TML --7 1_` -•� G \)*� B�VO
Exist 15" 117 0.50
E 0.07 0.40 11.09 6.24 24Exist 18' 99 17' 0.5E TML`_ L�-TAIL L L_'•TML��,'(M _ . _.Ds `1ML��.�1 TML' -�� TML'_TML L��7ML ��Z�� PMKwA�Y�o r
F 0.05 0.29 1.14 6.53 24' 30' 0.25E - TML L_�TM 't" 170' TML ��`TML SITE ?r-
H 0.32 11..83 1.e 8.36 24" 162' 0.25x __ _'TMLiTML TML_i TMLt_T L INV.43. r ~ (JACKSONVI_ PROGESS KNERGyUkr TML_ 7ML L"��TML_ !_ Q NEW FRONTIER x
�-_ E E � TML ML-�� - _ ' i S3LLE-N VELOC 230 Ky/W N� /14 1AtL L`_ TML TML , WAY of
J 0.16 0.92 1.80 10.37 24' 59' 0.25E i E iTM1 L+� I -.�, 2p4,6M LINE) (PUBLIC TML - 4
K 0.22 1.26 2.02 11.57 30' 97' 0.25E 4.5 2 15' 8' CI B. �� PP
L 0.23 1.32 0.23 1.32 12' 71' 0.60E Ems_ E _� `` L _ LAW UNIE
7� / s TML ' TML '- ._TML P CK iN CURB cur -� DS TML1_TML TML
M 0.22 1.26 0.22 1.26 12' 71' 0.60E �� E _` / 7�i TML Imo_` TML TM 'RLUN TOO CURB04CUG VICINITY SKETCH NOT TO SCALE
N 0.25 1.43 0.70 4.01 15' 115, 0.60E E 'tom
0 0.17 0.97 0.17 0.97 12" 93' 0.60E E t_ TML - UM n'R f _
P 0.18 1.03 0.35 2.00 15' 71' 0.80E E i �'� ' i TML TC-49.501_""�TML Op
0 0.20 1.15 0.55 3.15 15' 71' 0.60E -� E"�� I _ pp
�. \ - { TC-48.50 TC-49.b0 L`- .� �_ LEGEND:
R 0.20 1.15 1.45 8.31 24' 93' 0.60E 6.0 2 12' S. Cl 'B' -� 1 TML
� 1,.� EIS = EXISTING IRON STAKE
/ E L__•f ell SIS - SET IRON STAKE
Roof Drains (RD) ! E j TM EIP = EXISTING IRON PIPE
R01 0.07 0.48 0.07 0.48 8' 74' 1.50E -_ �� '-- I _� E pp TM TML _ ECM - EXISTING CONCRETE MONUMENT
RD3 0.07 0.48 0.07 0.48 S. 30' 1.50E i I TC-4918 - �•S5 TC�4_ 9�` •55 E 48.55 R� TC 49.05 Li_ L-+���` TM
II Li CC - CONTROL CORNER
�� A ,M TMLi EPK = EXISTING AI NAIL
RD4 0.07 0.48 0.14 0.95 8' 30' 1.50E , _ ��' o I L TML SEW = SET PK NAIL
R05 0.07 0.48 0.21 1.43 8' 12' 1.50% TC-49.35 � - a, -�- -. - -__ - _. TC-49.12 - E ' E i TML-•�TML_..TM _� (BD- BENCHMaar.- EXISTING L
R06 0.07 OL
0.48 0.07 0.48 IN
6' 12' 1.50E , r :_:,, , -- ___.g __Rs -e TC- 5 Li - RIGHTCENTE F
RD7 0.07 0.48 0.07 0.48 8' 18' 1.50E •fps �J a ..r6 _ -- _ E TMC- RpP - EDGE OFF WAY
ROB 0.07 0.48 0.14 0.95 e' 16' 1.50E �' ' ! d , -_� TC-48 TC-48 { PAVEMENT
L
'PI I _ I r. _ _ _SPILL-PUNU �_- = LINE
F CLEAN-OUT
I'f E BOC = BACK MINIMUM
BUILDING
�i
CO SANITARY SEWER
B / DETENTION POND I r - 37 R �`• `� E pp = POWER POLE
. WATER R
J APPROX ( I a: R• w = M ` _ x ea, .... > r �� !"_E _ _ LP = LIGHT POLE -
// 1
PPT - POWER POLE WITH TRANSFORMER
SL - SECURITY LIGHT
1-
�i 0.yG<a_c, GW = GUY WIRE
to I B - CATCH BASIN
PIPE
TC-46.83 a\ ._ DI - DROP INLET
/ / \
M f �
R - JUNCTION BOX
CP
TOP-46.77 / // / / / JI ll _ D$ 10 r D$� - , �) -48.61 FEES = FLARED END SECTIO REINFORCED N(PIPE)
DAVID MICHAEL & HEATHER CHOATE I T D$t_Tf o SF = SQUARE}FEET
'i
/ / r W TC.48.61 a S- a / ,
\ \ �� iNv-3a.61', / / N/F } i TC 48.7 R ' 4 r '- TC. 5 Ddw+= WATER VALVE
DM.B.502P. 565 �� N�a - I �.' 1 m TC�46.46 6 _ P TC•46i46 I ,'�� ! f• :-,,. . 61 ��- IRRIGATION I VALVE
KITCHEN & LIGHTING NE CC DESIGNS UNLIMITED \ ..-- '� N TC-4B 92 RAF OPT ABLE BOX
/ i M �' TC-49. e'9 48.7 I ' s c c B
I t - w I TLC - FIBER O TIC BOX
.52 I r ' ¢ 1 TB - -EIEPHONE BOX
SPILL CUR A M \` { ' -,Fait•, I NTS = NOT TO SCALE
\ v / �4 .02 q a ' n fl�m" - MW - MONITORING WELL
Rem TC. g _ l SSMH = SANITARY SEWER(MANHOLE
D&UE ORAINA"E & UTILITY EASEMENT
RsK j DU&AE = DRAINA7E, UTILITY, & ACCESS EASEMENT
TG�4B' 71, / I D.B., PG.- DEED BOOK, PAGE
z -49.
_ /J o ,1 A2� 1 M.B., -- MAP BOOK, PAGE
-�\ I i OI _-UT-- = UNDERGROUND TELEPHONE LINE
F'y' \-f R2f // / ' ` / i/N 4 126'48" WTC949.D2 as CITY
I - UE- = UNDERGROUND ELECTRICAL LINE
\5 k9 / xI
\ � fFE � s Ry ,w
g ` , D.B.1 CSIONVILLE 1 --E-- = OVERHEAD POWERLINE
U ~ D.BF 5 1001 ~ 5 -XSf X FSILT ENCE
FENCE
F PORM•8.51 so TRACT II i � = FIRE HYDRANT - EXISTING
n 3'2S' 1 1� f VIP = POWER POLE
? ee H. N/F `#1
\ / / N ~ p
\ / - R 47 H. LP = LIGHT POLE
- - R' �� m DS 12eTA T .48.36 CI D BF1415 PSONOVILLE O = SANITARY SEWER MANHOLE
.25
TY
/ d• / p D$ 1 11
4'Pe h H e 'Pd H M.B 62 PR 37?SL. N-71 HC - HANDICAP
\ / / / I O R6 t :' R� I tl I¢• 1: VACANT LOTTHCPS = HANDICAP PARKING SIGN
` 47.97 - ZONED CO q.
\ `\ \ \\ \ \ \ \ \ \\ / / /y\ • „" �{••'� 'N N' - f ~ ra n L. - HANDICAP PARKING SPACE
t^+" / 4. / • � �.' -_ -_ __ _- _ - _ __ _ -_ � q � I = PAINTED STOP BAR
\ \ �•' \\\ \ \\ \ / / ,yo i' / _ •:�� _. W H eyA RJR 1 xR S®
\ \ �' \\ \\ \ \ L /\ \ / / / L7 TORMWATERP iv I TC-48.41 4. TC�4B.76 STOP SIGN
'
\ \ / 'All
e
\ \\ \\\\ \ \ '�'�• \ te4 - /g` / - - __ - 5 j7 q TC-48. a '•"•"•"- = GRADING LIMITS/DISTURBANCE LIMITS
p M o .48.42 CPS = COMPACT PARKING SPACE
\ `\ ,®\t\\ \\ \ \1 4 lw^e/•-�,p"✓ / / pI� a y'S I �� \ G PROPOSED TRAFFIC
FLOW
FLOW
o \ \ e\t o r✓"� -- ' / _ n-. tV eh A j r 4B. D P- 1 / �I = EXISTING L BOLL FLOW
��pp IF STEEL BOLLARD W'TH CONCRETE FILL
\\\ {y!4�_ 10 y4 4 Q- ♦ +1747 = EXISTING SPOT ELEVATION
APPARENT _ �/ "' N TC- 58 I TC-186O �.�� \ \\ 0.00 = PROPOSED GRADE
:TNON BOX ! \\ / / _ co`� (See Detail Sheet) a TC-48.50 ,A TC-48.70 ~_�
INV•�40. -.� �r 0.S-{P\C�� Z 3 $!S TC-48.50
y6, ! 158 aO\1 --M MATCH EXISTING GRADE
\ - - - K % =
- PROPOSED GRADE AT TOP OF
/ \ t>•� \ \ \\` E . .. il' Ss 5�r! 1 RCP s!■ I\•\!1• Ex.12 POP DS 15 lu" p5 ¢ TC-48.14 �e3 4B. I q `t\tPROPOSED GRADE AT 70P OF WALK
\ \\ \✓\ / Ex r•. ■Istls■ • TW-46.7 I TC- TW-DUO ALK
■•■ all 1
\`\ - --\._. ��^ oUMPSTEJl9 Tw-4e.5 m ! etl: 1 :y �' ' 1 y -48.70 ` DRAINAGE BREAK LINE
j � - N s1 \ t tB / r _ a DS �t �?
DS T
�T � LGp Rt\ \\ \ ` (, "ve ,„ 187,8T', f R=5 .M J 1 .`\y }j-�� = DOUBLE CONCRETE BLOCK FILTER
TOPM6.0.7CCT"' :.... -i � \I � ��y+, b � � t v.��-i �\
yNV- .66 ��� \ I \� AP,^ �` .© � / GUTTER BUDDY OR EQUIVALENT
N� x
111 29 W' 1b $ -,J -STD / f A 1 I FLARED END SECTION
1r� 3 t� 1 � � I
METAL $t �R1IC
vI q J PROF'651 sa i 404 wetlands ; 404 wetlands �11
v 4. A �i l' 12.563.43 s f 5 m
v �� vv v _ 2 1244.7,0 F, W I
\ a -- , , i CIVIERE17� + �� , i :. '. '�+.,� \i ,. 29 awes Off site J11
00 ENTRY , f r J n 0. 1
oAN 11 1� l $ (nciudes:entry �trUcuf@,% T y
^ \A p �G 3o04'' front Lac rea dw verha,",
MORGAN =uNeaa_ HOME: wc. � SO
1 1� \ ,' 1 ' I ( '�' , �'i v ' <��� ;' 'ro' ••+."• ••. I Z j'_ I. .. ��y
LO7 4B, PAPKWAY INVESTORS, L.0 A �^ Y• 1 1� \7 1 1 a < ''// Ql 6
/ 6
D.B.2297 P.?59 �° G A� 1�n A� ` .- S,c 1 'S 6.5$NDEbJAIK y,''/lacp '' ?f E.Pi dr<,'; ; ,,/ i �, s0.11•} ri .v`y i
M.P.46 P. 203 !,% 1, 1 C 1 Ex.12'RCP 1 6„•S -X: t0 �geY..f41� rf /� 'Q 'o(sM.' .' •1I. .
MORGAN FUNERAL
HOME f \), ly �j ' (ONE • I ��• 4W-46. D$ �//� Xi
1 1r \ .IT
ZONED CC �� �� 1� V''l _ ••• I I TW-48.D TG-46.37 ' • �n•-E18'ROP Yt� ' X • �, rAOBf•u4'M'.' I
1 1Ex• • ' w Iw 0000
e '� Y '. �' Fta.O!T�•d '. •1 - 1 r . n
1 1 ./ i • e b (ro 8olRemoved) 1 /
DRAINAGE STRUCTURE SCHEDULE �Z 1�j 1 °6• 'r rg_R 1 ••► Ip ee ae!e i o. 1 $ ,I,' (aNallMd)',• ;:''y J ��151 ;,... Nil
11�0 .o\ 11 i cl¢ •• Nj!•!!••!•J!!!•l1�.■ii!!••!!!•!!!!■E9e�e••..19 i -4802 :' .' 7x 9 • . . i r, �•. • •1 _ __ -1__ _ __ ______ '!! 50'MBL
• _ - --
\ 50'MBL w _______ ______ t« 1.f.-f- �- G. .°+. �. -______________-
o
N g t��
STRUCTURE TYPE TOP INVERT COMMENT oP, ) 1 j i4 P\ •iN I i ---------------------'I----3Fa ------------------ F- ;. i�T"j 1578'`I' L -t"4' � Fn / \0
n U, s �� 1 aa1 ry.\ ! m13 _ TC.48.41 .� _ /e./Kr�� •;. y � / .-,
�!s• o ) }11 1 A y, ! I w aV •�:� r / '�'J 35' MBL PER ADMO MENT
1 1 O. \ 46.46 TW-48. .-. TW-48 9 ,.y� .'v f
DSt DROP INLET 48.00 43.25 'Doghouse' (1) Match Ex. Invert ` ' ) 1 y 1T ' �--�. �- -- - -- -A•�-= -- L� ------------------- _ -
�•„ t I'll 1 IN 34.114_ __________ __ ____ __y _�_ti _ _ ___ t__ __ r - -70 _____
052 CURB INLET 48.03 43.21 Top - Top of Curb (TC) \ I,1 ; I " ' a .. <; r , . x 41v05t;06,3'4!1C,M',Lk F \o 1-.' t
xlx I �.�
D53 JUNCT. BOX 48.50 43.14 \ 8� � D 3 /'t _ , TC-47.s6
I, ' I.
1 '9 �'T -To T1Vr48. ..7 (••I yi TN'- _ D$ 5 TC-47.3 - - - '-
_ II II I 1 6' WATER UNE /APPROXBAAIE LOCATION'1.- _._ _ _ _._ ;_
,• •* ....._._._._. ._._._._L_}.._ _._._.- = .� .� 9rS1REET LAWN LINE_•
DS4 DROP INLET 48.20 42.99 I I \ 1 _' �' a STREET (AWN UNE _ A T -- ---V 1-
43.34 (S) 1� 3vF - _ - - ,- -.- bLShNFRPY-IF1'T
_ - 15040' 2OLV 4. I o■ 4 1.fl2 EB 1B MS - ..-'_ _ 21Q63' -
DS5 CURB INLET 47.00 42.58 Top • Top of Curb (TC) I •�I \� 1 t w. "j NM::; :! ` A :R. .: .0 WALd - - -- - - _ _ - _
- - .+_.:- - - - _� !t- - _ c - - _ - - - �ROPdSE6- .$ _ `'s- I _ _ _ - _ _ SSNN
DS6 CURB INLET 48.14 42.20 Top - Top of Curb (TC) I - -/- r- '- - - - - - - - - - - - - - - - - - - - - - - - - cups ICU 713.33' (TOTAL) HIGH SS1BIUTY v_ TOP-4Ze7
TOP- I / SEWER 1 I IrW.44.82 EL-40.68 1Y Q� 8' So a Line 6' CROSSWALKINV-37.74�� Line
DS7 CURB INLET 48.14 42.05 Top - Top of Curb (TC) I ; �I TOP-4.33 39 I/ ��"� ExisnND e' SEWER LINE (APPROXIMATE 1 TIaN) NEW FRONTIER WAY 4-
058 DROP INLET 47.50 43.68 1 i I `- (PUBLIC) SS"" PROPOSED _ PROPOSED
N 60 I -DRepair aA cut 20 P
SAF'GEN II AC. II I iINV-.3633s -� HAN RAMP RAMP�CA -
DS9 DROP INLET 47.50 43.68 LOT I, PARKWAY IN'.'ESTORS, LLC I I� I - - - � �- � - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ..-- - - - - - -
' 17 W PUB(1C RADII
D.9 '892 P.373 - - - - - - - - - - - i
DS10 DROP INLET 47.50 43.25 M.B.41 P. 23'. SL. K-1178 I I� j I I r
JACKSONNLLE B.PLDERS SUPPLY / --
DStt DROP INLET 47so 43.98 ZONED Cc I i �I •( p %/� r T- N� STORMWATER, GRADING, & DRAINAGE PLAN
DSt2 DROP INLET 47,25 43.42 V 1 1 ' "'F CITY OF JACKSONVILLE MILLER-MOTTE COLLEGE FACILITY
! I ONSLCW INVESTORS. LLC
II $ / I 1 I TRACT I D.B.TRA P1001
, r I I ' TRACT II SITE ADDRESS: AT
-+ D.B.3677 P.149
D513 DROP INLET 47.25 42.99 I I M.B.48 P. 89, SL. L-889 TRACT I JACKSONVILLE BUSINESS PARK
II M.8.48 P. 69, SL. L-689 VACANT LOT 105 NEW FRONTIER WAY
DS14 DROP INLET 47.25 42.56 i II II i i I I^ VACANT LOT
I ZONED B-1 ZONED CC
OMER
DS15 JUNCT. BOX 48.50 42.50 Convert Exist Curb Inlet to Junct. Box i II I ,III I� ' EXISTING SITE DATA: ONSLOW
PREPARED FOR
D516 OUTLET STRUCT 42.50 (Verify) See Outlet Structure Detail II III i NUMBER OF LOTS = 2 3684-C INVESTORS, LLC KTJ 254, LLC
3684-C HENDERSON DRIVE
NUMBER OF EXISTING BUILDINGS = 1 JACKSONVILLE, NC 28546 I'!Y;
EXISTING USE(S) = COLLEGE AND UNIVERSITIES 910-547-9344 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
(1) Maintain stormwater flow through existing storm drain system while new storm drains are Installed. SQUARE FOOTAGE OF EXISTING BUILDING(S) = 13,332.00 SOFT, PREPARED BY
SITE ZONING = CC
Only when new storm drains are complete should existing system be abandoned and removed. TOTAL ACREAGE = 139,482.56 S.F. (3.20 ACRES) OWNER JOHN L. PIERCE & ASSOCIATES, P.A.
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS ACREAGE IN ACTIVE RECREATION SPACE OR OPEN SPACE = 55.91E CITY OF JACKSONVILLE NORTH CAROLINA LICENSE No. C-1888
P.A. DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY OWNERSHIP STATUS (RENTAL, CONDOMINIUMS, ETC.): OWNER P.O. BOX 128
JACKSONVILLECrystal Coast Engineering, A MADE UNDER MY SUPERVISION (DEED REFEREN, tSPIt1411q/at ONSLOW INVESTORS, LLC 910-938-520, NC 26541 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
HEREON); THAT THE BOUNDARIES NOT SUR lt? 1tgl ( TAX MAP AND PARCEL NUMBER = 339-20.50 910-938-5200 PHONE: [phone] DATE: DECEMBER 8, 2014
Civil and Environmental Consulting Engineers sr MAP BOOK AND PAGE NUMBER = M.B.62, PG.37, SL. N-71
CLEARLY INDICATED; THAT THE RATIO OF pl • R SCALE: 1"= 40' F.B. 826 PG.11
David K. Newsom, PE AS CALCULATED IS 1:10,000t; VNTNESS MY OOFESLoj•. �� t! DEED BOOK AND PAGE NUMBER = 08.3622, PG354 DEVELOPER:
PE ORIGIN SIGNATURE, LI [SURE NUMBER.�AND AL �, KTJ 254, 'LLC JOB # 2014-12512 Email: (Larry) draftp4®)1pnc.com
John R. Freshwater, �: L �' CITY A JACKSONVILLE EL 5125 COUNTY ROAD 101,MINNETONKA, MINNESOTA SUITE S 345.E GRAPHIC SCALE
r 205 WARD RD. 43, SWANSBORO, N.C. 28564 THIS-f� DAY OF -�ILLL-_�- =-20 Y q r, TAX MAP AND PARCEL NUMBER = 339-20.51
PHONE: [phone] - FAX: [phone] _ ;- MAP BOOK AND PAGE NUMBER = M.B.51, PG.89, SL. L-1426 JOE HUGHES
License No.: C-2553 9fi DEED BOOK AND PAGE NUMBER = DB.1415, PG.1001
- � ' �y 952-540-4181 40 o all 40 e6 fell
JOHN E .L.S. L: 2596 r v�at�g
llH\/E`l•• ,� UTILITY COMPANY = JONES-ONSLOW EAR., 12/15/14 added draird" POO Q ee•ature schedules
1 �,r+'� PIEaG(�,•'`, CURRENT LAND USE DESIGNATION: COMMERCIAL & INDUSTRIAL 1/14h5 re- � city � cis ( tPT FEET )
}< ,t SHEET 2 OF 10
'rlJf Ifl10, 1 inch ex 40 ft
REF:
D.B. 3622. P.354 G:\Projects\OPPIDAN InvestorB - Miller Matte College\baae,dwg Jon 16, 2015 - 8:O6am
D.B.1415 PA001
TRACT 0 M.B.51 P. 89. SL L-1425

CURVE TABLE TM(__TMLITMC TML__ C��711 _, MEADOWS P.472
LC
CURVE CHORD BEARING CHORD DELTA RADIUS ARC TANGENT �`rML-�� C-__TML L TM(��TM(�� ( MZONEDVACANT
LOT
C1 N3446'16"E 182.91 161 '13" 648.27 183.52 92.38
_TM( ONSLOW COUNTY HOSPITA19AUTHORITY D.B.
��1111L�A C TM(^�TM ` 4a4a� L_ _7ML-�_ C`� ioNEo LOT
53
(
PP TMl L� TML_��TML�_ 7ML�� - °s / TM(�-TML�-I�( L TMl-�_TAII_�_TML c �N B`VD ' n
4L Fy WILIAMSBURG
L! TML ry` 770, DU �_ TM( TM PARKWAY }}
SIT
INv.43. r (J CKS N �PROG CK P3 /W PP *14 7M(�� L__ ( !TM( WAY
3
-`'-1M( LLE_HA ENERGY R L _ TML NEW FRONTIERPIP x
LlTM ,a Iy�� -C 2w.ee O KV LINE) (PUPERol BLIC) T ML��T NL��TM ~ L�`' ��Eb
FO NE TRLe
uc°uRe cuReL` "TM( Ib
K IIrG OR RUESS G CUT �= OS
MINIMUM22•WIpE VICINITY SKETCH NOT TO SCALE
a_�ce_Limit TM�
`' -�.. �� \ i ��e►-ef'-•af--. g _af="gl'-�'#g �(\ ( PP i ` '�-• �
` ` _`\� 1 , L :•� L�"�TM( I,, I _••� �� LE E=D EXISTING IRON STAKE
\�- I ✓ E �M( 515 EIP - SET IRON STAKE
-74LPIP TM( �� ECM = EXISTING CONCRETE MONUMENT
\, EXISTING IRON PIPE
CC - CONTROL CORNER
�� =' Pam \♦ T� TM( _�1M(�` SPK = SET PKG PK NAIL NAIL
C el -�qq --� E �w ♦ DB��fbe0C9_Li_m_itl _ATM END>= EXISTING NAIL
G1+.....f Sf--tI I L_.' (BM): BENCHMARK
•tt. am 4 43� - I • L
c+ 11 Ya 4' �-a6 -`� '�•---__ R q A - E jai � '�` �
TML- R/W - RIGHT OF WAY
dy� / ��'il�[Fi \`fit _ ♦ _� a`-q --'-� � �q3• E MBL = MINIMUM EDGE F BUILDING LINE
BOC - BACK OF CURB
4J ��.:. <6� CO - SANITARY SEWER CLEAN-OUT
APPROX. I ( =a _ 4J---��• R � �� E ��. WM = WATER METER
DETENTION POND N y o °s- <4 ��__ �� E �•�.� PP = POWER POLE
�, p 43 E E LP = UGHT POLE
/ I \ PpT = POWER POLE WITH TRANSFORMER
\ '1 ' 1 � R< \ , �♦,f, 4 ,� _Q� SL - SECURITY LIGHT
44 r 1 3 `�� GW = GUY WIRE
_4Y'r1'��_ w CB CATCH BASIN
55MH / \ I I I ' 46 � DI - DROP INLET
\ \ L M _ JB - JUNCTION BOX
\/1 \ / // / D 8 a \ DS 49�j RCP : REINFORCED CONCRETE PIPE
DS 1D INV . INVERT
N� \ ( I a' R♦ \��- FES - FLARED END SECTION (PIPE)
DAVID MICHAEL & HEATHER CHOATE I 7 y,
D.B.2602 P.135 \\ & ' Y I ? SF = SQUARE) FEET
/ M.B.50 P. 56
\ // KITCHEN & LIGHTING DESIGNS UNLIMITED ry`' 1 I I ., I I 54�J tl D IW= WATER VALVE
ZONED CC \ya6 P<. I pG ry= IRRIGATION VALVE
53 FOC - FIBER OPTIC CABLE BOX
52 w J' '/
Y N 5\ y TB = TELEPHONE BOXBOX
/ \ ' ' ' ♦r' J I MIN - MONITORING
SANITARY T TO SEWERMANHOLE
\;p� / / / / G �` / ' r A'♦U �p'S V Ra6, Y i SS = MONITORING WELL
\ \ \ \ �y,\5�gA9 / / 1 ♦♦♦ Z I� R I DU&AE - DRAINAGE, UTILITY, & ACCESS EASEMENT
(I,, �♦� `? C i I sa D&UE = DRAINAGE & UTILITY EASEMENT
�\' ^ 4 c6'4B" IN a D A9 A8 M.B., PG.- MAP D BOOK, PAGEE
y \\/ '// //y ♦ 515 R" /� � --UT-- = UNDERGROUND TELEPHONE LINE
G C / • --UE-- - UNDERGROUND ELECTRICAL LINE
\\ ` \ \\ / / / ��'� l '� ♦♦♦ y pTY OF A VIL1E - E - = OVERHEAD POWERLINE
'Ty 5 P.1001 I 5 -eXy-.p'X- = FENCE
I * PORTION2'S Ad ES T II w E yy0 = FIRE HYDRANT - EXISTING
\ \ pP \
ij
�✓ / �- / v�> Pp - POWER POLE
\ \ DS 13
�� \R '\\a\\\ \\\ \\\ / �4T R a v. ��` N/F # IP = LIGHT POLE
i45 �/ ? P CITY OF JACKSONVILLE
DS 12 m D.B.1415 P.1001 O = SANITARY SEWER MANHOLE
a: PD �♦ P A TRACT11
O Ra <• R� d M.B.52 P. 37, SL. N-71 HC = HANDICAP
\ `. •�'\ \ \ \ / // / �..rr,,yy,,,,��ww�� G n I< VACANT LOT THCPS - HANDICAP PARKING SIGN
ZONED CC - HANDICAP PARKING SPACE
\ \ 0 /� / � ` W �q v- � I� s PAINTED STOP BAR
MyV STOP
\ \ \`\\ \\ t TOR S d.TATER P
g1�' immer6 F. ® = STOP SIGN
\\ e\ \ �// / •o, P1 b R g leewa�e'l
PROPOSED TRAFFIC FLOW
\ \ \ \ era 5,td` I m M I \.� = GRADING LIMITS/DISTURBANCE LIMITS
\1\\\\\ \ \ � \ \ // o� /A/a3� /////' /i i' / / p Sa �,yo��'�/'�.\ CPS = COMPACT PARKING SPACE
\ \ \ \\\ \ APPAREIIT a'1 ' > A a e ?ii�,h • CF E%ISTSTEELL BOLLARDONTH CONCRETE FILL
\ To \•\ \ \ 'ae / // ��",/ ---4s II z 1p .,�� `
' \ \ X r // A p `' 1�I- N a\-�( • \ +17.47 = EXISTING SPOT ELEVATION
�� ,� (See Detall Sheet) •r f.". ���
\/ A. \ INV>•10. / _ / / Sjk\C� �♦ 1. \\ 0.00 = PROPOSED GRADE
fMB�°�PER aE z . Rs/S.P °6• 6 !f / 'L15B i 1 eo\\ EG
IN
♦ I = MATCH EXISTING GRADE
�-T DS 7 It Z �9 \\ PROPOSED GRADE AT TOP OF CURB
y y / E. 12'RCP wwww w�lwlw� <�� wwEx.12 RCP •5 1`& t LSO. \ Q T 06
DS 1 D5 r 1 ' `��`L161 TW-0.00 = PROPOSED GRADE AT TOP OF WALK
DB,L = DRAINAGE BREAK LINE
y{1�r4 r r r�r R=5• eS 1 f �y = DOUBLE CONCRETE BLOCK FILTER
�NVs9.fid ��V \1 1 11\ a Qyk--VI'[OP It i rr �b�✓'Z ��\
GUTTER BUDDY OR EQUIVALENT
\ V e A s�. 1 1 $; / ' r ♦"IV 5 '� = FLARED END SECTION
\\ \\ \'A \\ S. \\ \ice\ ' PR4b6Stib rvl 4L � l�r rr w �1 404 wetland jam / f\
1 V m v \ a h ��; i r Q 12,563.43 �I li
0.A(/1 V1, 1 vI \\ . s (DV♦zf2EtY � 1x1 r s 4 wetlands v
D oa fa / / _ w: t w,° off site vt
\ \ T n I EWTRY
r' t A N/F �1 \ �� s\ 1r - �yr,/��i)�1e(1�ud .'entry 5't►'UCf 0.29 a e 1
..10VCAN FUNERAL HOME, INC. j \ \I ///�''�� 11 V� O 1 w .3006" fill CX r�. .d�t 6d� t1g, r //r�A'� •,',$ ,y0 �'' 1I.•.'.I n o '=I f ��:765
LOT 48, PARKWAY INVESTOR6, L'_C \\ \ \� \1.4• 1 I I Y '' p(`�/'t '� d i• r. ,,,,'
0.8.2297 P.759 `i 0. V \ O {A 1 I •1C.:., .. A ,•1' :r /r i �' I J �,�
M.E.46 P. 203 >EV \�. A I1t^ \ 1 Ea.t2-RCP •5''t5l a '4' Rr•P <E' 7L 'r/ �. '. '• .1 i
MCRGAN FUNERAL HOME �� ' O \ f 1 _ LK �C.ri$IDBWALK Y'aGp ?R kj "..r" (
G Ti ASV Iy 1 ■■ ■ `k� 16� pj,do 4.f . ri %r �R. ••••�
ZONED CC � � P 7 1 1� V � Tan FY .L. I `F':�v. ,r %tb � � / � 1'a.�'ohN .' •1 �' I i
1 / �� 11i ejeee I 1.. i x Yna i, r' 4< ji,i�,i 1'J00B�kt•'. ''a i •'
�' LL �� r 15. O o • 3 0,(I?,89 hkmoV4H) .;rx r, / I' 1 .>
1 m wlw
1 A 'sue f R •wwl� $ � " '. rc it tlo'b►11Mb.• .> I ., i A '� 1
ww I r / n r ,'r r r 1,• 1 "I ,o,/
o 11 �USD cA II i aln: WWwNJ■■■■...■■■.■:::•::..■..■w•■.■..E�jew E�s'ac2 I DS Ao 'i,' .� % L.••.Cill?V!d) .. ...1 r i�Z" �1
1�>< aA 50'MBL w a+ I . % / rr r ' ••'.', •'.'1 1 I I .1
____ ________________________________________ ___ _a _1�-, • v• / v r
1 5--
�. ��________________
1 1 �'0 7�` 45.46 Iz �� _ w ,o'„•A!i �.',• . ! fill,
�168
I _ _ _ _ ____________________
4 ♦ Et
___________________ q,�
t__ ____ .. '�__1l+¢�'�•�'� ___ r L'fig �\ . 35' MBL PER AOMENDNENT
a217i:: _.P"______
I 1 \ IA 1 fq f� i IR"•• I,w V\s s '-�q -_ '-_�•.'__�
1
) 24'1 CONSTRUCTION
_ - --- e' WATER LINE APPROXMATE LOCAROfI�("li __•_ •_ /� H Ay DS 5 _! , r ENTRANCE --_- -- - _ - - _
-�.-. L STREET uNN UNE - - r•-•-4-•- -•- -
�I Ds • . - _ - _ i- Wt�1oT a T s - -
._ - ,� b sTR�r urm LINE
I 2a2.00' 50' I -¢ efwa--af-gf -�''12 f_ af_w '1 .. xx .... 93_ !47 -
\ INK..6 S V I WAIV OIL
,�, K - - -J_ � _ - - - - - - - - - - - - - - - - - - - - - - -
II\ R f' Et
` sErER I tp , N as3 (TOTAL) pRapasEo - - - - N Disturbed Area = 3.0 Ac.
TO�P.47,19 J j `--SERNCE I I d- I Im-++•6 ;ORB Ou ( d- . HIGH VISI61LiTY TOP-4z5� Contractor shall install Silt Fence around the entire
INV.34.33 J (YERIrr) EXIS71NO B' SEWER LINE (APPROXIMATE OCATION) NE rRONTIER WAY . a-+�� 6' CROSSWALK 47J MV 37.74
II - -�- -- -- ----�-- --------+� �_---------- _�� e�s=g _ erimeter of the Disturbed Area
N,r l 60' (PUBLIC) ' SSMN a"_� --
SA=TGEN II, LLC. I II J \ I open cut k PROPOSED P SED (with exception of paved or building areas)
q l -� TOP.46.30 R 20 RA011
LOT t, PARVAAY INVESTORS, LLC _ I > . INV.�33 ap4Xr Aaphdt �"� HANDICAP 41 HANDICAP
/ RAMP
D. 231, P.77} 1 ." - - - - - - - - - - - - - - - - - - - - - - - G - - - - - - _ - - - - - - - - - - - '- RAMP
M.B.4! P. 23t. SL, K-1178 I I� �/ - - - - - - �• - -
JACKSON`nLE 9UfLCERS SUPPL" I 4 - - - - - - - - - - - - - - - - - - - - - - - - -
ZONED CC I II 1 J -
r T- -' EROSION & SEDIMENTATION CONTROL PLAN
N/FIl %WV i j J a4 ONSLOW IN VI LLC I s�
I 1 I AR TRACT
P.149 CITY B. JACKSONVILLE
FOR
II III J�� M.B.48 P. 69, P.1 L-eB9 D.a.TRA P.1001 SITE ADDRESS' MILLER-MOTTE COLLEGE FACILITY
VACANT SL.LOT TRACT ItAT
Il I Ili I I � ' ZONED B-1 VACANT LOT 105 NEW FRONTIER WAY TRACT I JACKSONVILLE BUSINESS PARK
M.B.48 P. 69, SL. L-689
EXISTING SITE DATA: ZONED CC
ONSLOW INVESTORS, LLC PREPARED FOR
NUMBER OF LOTS = 2 KTJ 254 LLC
NUMBER OF EXISTING BUILDINGS = 1 3684-C HENDERSON DRIVE a
EXISTING USE(S) = COLLEGE AND UNIVERSITIES JACKSONVILLE, NC 28546
SQUARE FOOTAGE OF EXISTING BUILDING(S) = 13,332.00 SO.FT. 910-547-9344 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
SITE ZONING = CC PREPARED BY
TOTAL ACREAGE = 139,482.56 S.F. (3.20 ACRES) 4.WNER. JOHN L. PIERCE & ASSOCIATES, P.A.
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS ACREAGE IN ACTIVE RECREATION SPACE OR OPEN SPACE = 55.91% CITY OF JACKSONVILLE
\, • ' Crystal Coast Engineering, P.A. DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY OWNERSHIP STATUS (RENTAL, CONDOMINIUMS, ETC.): OWNER P.O. BOX 128 NORTH CAROLINA LICENSE No. C-1888
MADE UNDER MY SUPERVISION (DEED REFERp{ `EI�L,gyr�YWN ONSLOW INVESTORS, LLC JACKSONVILLE, NC 28541 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
Civil and Environmental Consulting Engineers HEREON); THAT THE BOUNDARIES NOT SUjt\T �E'f/4� TAX MAP AND PARCEL NUMBER = 339-20.50 910-938-5200 PHONE: [phone] DATE: DECEMBER 8 -2Ot4
David K. Newsom, PE CLEARLY INDICATED; THAT THE RATIO Qitf{$I ) C MAP BOOK AND PAGE NUMBER = M.B 62, PG.37, SL N-71 n r PG 11 'AS CALCULATED IS 1:10,000+; WITNQ MY ••'RQF�' 'g DEED BOOK AND PAGE NUMBER - DB.3622, PG.354 DEVELOPER: SCALE: 1 = 40 F.B. 826 ,
John R. Freshwater, PE ORIGINAL SIGNATURE, LICE SUR NUMBER ANB ALSS'i'•.r KTJ 254, LLC JOB #2014-12512 Email: (Larry) draftp40)1pnc.com I *'
205 WARD RD. J3, SW INSBORO, N.C. 28584 THIS._ DAY OF �Of �� CITY OF JACKSONVILLE 5125 COUNTY ROAD 101, SUITE 100
-�- '; TAX MAP AND PARCEL NUMBER = 339-20.51 MINNETONKA, MINNESOTA 55345. GRAPHIC SCALE
PHONE: [phone] ^ FAX: [phone] SF a �^ L MAP BOOK AND PAGE NUMBER - M.8.51, PG.89, SL L-1426
License No.: C-2553 e 4 ST <<54' 4 DEED BOOK AND PAGE NUMBER = DB.1415, PG.1001 _
JOE HUGHES _
_ 952-540-4181 40 0 20 40 e5 ISO
JOHN L. PIE RC .L.S. L-2596 •�@�y-s, � ,• UTILITY COMPANY = JONES-ONSLOW EMC REVA10NS
CURRENT LAND USE DESIGNATION: COMMERCIAL & INDUSTRIAL 12/15/14 a- trolno" pip, At structure adr.duLa
REF: *.;a pl - 1 1/14/15 n.+..a Par eRy IN FEET
D.B. J522, P.354 iy ♦,�� 1/13/15 reWood par city trc comments
0.9.1415 P.1001 4�1,,.,1• f inch - 40 ) ft SHEET 3 OF 10
TRACT 0 Ill P. 89• SL L-1428
G:\Projects\OPPIDAN Investors - Miller Motto College\basol Jan 16, 2015 - 8:07am

_ � _
, LOCAPN OFON F EXISTING WATER MAINS TO BE VERIFIED AT THE TIME OF CONSTRUCTION. CURVE TABLE _` ( TALI TML TML_ MEADOWS5GATE LLC �' �_
D.8.3295 P163 ��
LL
ATER &
CES THAT ARE NOT TO BE
ARE
O BE
ED PER CITY
AACKSONVINLE STAND STANDARDS, SEWERR-O BE ABANDONED BELOW FINISHDGRADETk ;ATERNATNTHE WATER MAIN. CURVE CHORD NR• BEARING
82.91 16'13'13' RADIUS 1US I ARC TANGENT ~_ (___` (ice L'�--'TML TML L_�TML TML M--.ZONED__ BVACANT DT / _ _- _
3 CNIRACTOR 70 PROVIDE POSITIVE GRADES FPOM BUILDING TO WALKS AND USE FILL AS REQUIRED.
4 THIS SITE IS SUBJECT TO SELECT CLEARNG AND NO CLEARING WLL BE DONE WITHOUT THE OWNER OR HIS ''�, -TIT-
. REPRESENTATIVE'S APPRCVA_.
. SITE EP SA BNCATHEF SELECoS BACKFIDLLUM ATERIAlS.MATERIAL REMOVAL AND DISPOSAL ARE REQUIRED -0 BE DONE PRIOR _TM(� TM( `�TM(�-TM(���TML_`TML T M/ TML�,7M(__ L`_ ONSLOW COUNTY 98.HOSPITAL
1 AUTHORItt D.B. _` � _ `_ '_ __ 3
THE
TY OF
KSONVILLE'S
ON
FOR TI-IS
ITE AS PER
f p',,PESSWASTE CONTROL
AND BORROW)AREAS DJRINGSTHE CONSTRUCTIONIPROCESSrD DESIGNATED. DISTURBED AREAS TML �'-TML � •�� INV-43'49 / �('�_. _TML �� __ III S�VO
1PMWATER DIVISION. SEEDING AND/OR MULCHING WILL BE A CONTINUOUS OPERATION ON ALL CUT AND FILL TML � .i L '� 5
\.ALL BE SEEDED AND MULCHED WHEN AND WERE NECESSARY TO ELIMINATE EROSION. IN DESIGNATED AREAS TML _ _TML � TML- _ TM( �.. lk (r,�LN
SEEDING ANC/OR MULCHING SHALL BE DONE AS SOON AS POSSIBLE AFTER COMPLETION OF THE EARTHWORK. NOT TM(,`_TML __TML_ �� _ '_ TML__TML _ _TML �14 �4j•( TAWAIA98MRC
TO EXCEED 14 DAYS (7 DAYS ON SLOPES STEEPER THAN 3:1). WEATHER PERMITTING TML n
7. ALL STORM WATER HANDLING FACILITIES SHALL 9E CONSTRUCTED RJ ACCORDANCE NTH N-C.D.N.R �"�TML__ TML__­TM( . .
EIS TML__ ��TML PARKWAY I
IIIE. STANDARDS AND AVEMENT AND 9TONETBA E SHALL BE INSTALLED AS PER N.C.D.O-T. STANDARDS AND TML_7ML __TML_ IV 170, DUKE P TML�_TML TML1-� SITE
SPFC'FICATIONS AS SHOWN IN DETAILS. "ATM( TML_ ��-T Nlv-43y4 r I �� (JACKSONNL PROCESS
ENcn TML L_�"-TML - - NEW FRo117ER = . . .
7. SUB.'ECT TO CONRRMATION OF WATER METER SIZE ADEQUACY E _. TML ML_ � 1 �_ ` LE--HAVE ERG)' RI � n4 TM( `_ WAY
8. ASC. A x POWEP.TP IS DEVELOPED,
EETC, �REENO ABERRELOCATEDTTOS ACCOMMODATE PROPOSED 2VIUM 9JILCING HEIGHT IS LESS THAN 50' E _HALL BE MET. E �-•�_ E PP __TML��-TM(�� L`� L�� ' 1 ''uzo 29 ftK 230 'Ky LINE) (PUBLIC) __ (_�TML�""--� L TML__TML__ �y'T'
CONSTRUCTION. CONTRACTOR TO CCORDINATE WITH POWER COMPANY PRIOR TO RELOCATE. p�'�p'','.',�,,�ER .
III
11. CONTRACTOR TO LOCATE A_'_ UTILITIES PRIOR TO CONSTRUCTION. E �� L__� �. �TIG(_,TM i1tOUNIT (LEC LBQ �� �_ `TML_` 4b
13, ALL DRAINAGE SHALL BES IS LE SHED DRAINAGE OR NTH SURFACE DRAINAGE (AS SHOWN).THIS SITE. E �`� E __ a,�� ___7 TML�1 L�'�TM FOR LINE TRUCK IN�REBg-Ra CUT
�� EIS TML TML
14. THERE ARE EXIS7NG UTIUTY, DRAINAGE AND VEHICLE ACCESS EASEMENTS ON THIS SITE. E ' j'��. ( MINIMQMpZ, VICINITY SKETCH NOT TO SCALE
15. ALL APPLICABLE FACILITY CHARGES MIST BE -AID PRIOR TO RECEIPT OF THE BUILDING PERMIT. _ E 1-i I ( (1�TM WIDE _ �� _
16. ALL FXTERIOP LIGHTING SHALL BE POS TONED AS TO NOT ADVERSELY AFFECT ROADWAY TRAFFIC OR X
ADJACENT PROPERTIES. LGHTING WILL BE INSTALLED IN A MANNER TO MAINTAIN A DARK SKY STANDARD. ` _ � E _� ep• I TML L TML PP 1 � `..
17, THIS PROPERTY IS 'N FLCOS ZONE X. 'WHICH LS OUTSIDE THE 100-YEAR FLOOD PLAIN, ACCORDING �� _� El I 1 I TM( L I �� - LEGEND:
TO PEMA MAP 3101 78-4 37 8 J, EFFECTIVE DATE NOVEMBER 3, 2005, `T� -...� \, �I _TML I �. EIS = EXISTING IRON STAKE
18, THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN. �. 1 E L SIB = SET IRON STAKE
19, VERTICAL DATUM EASED ON NGVD 29. �� 1 I E TM r,n EIP - EXISTING IRON PIPE
20. NO LANDSCAPING OTHER THAN GRASS OR AS SHOWN ON P.AN WTHIN EASEMENTS OR OVER WATER AND SEWER MAINS. I �� E PP TM TM(_ ECM = EXISTING CONCRETE MONUMENT
21, AREAS NOTED -OR TRAILS AND GREENWAYS ANO/FR REQUIRED SIDEWALKS SHALL BE UNOBSTRUCTED I ( __I TML_� cc TM( EPK - EXIST O PK NCORNER
FROM 6 INCHES BELOW GRADE TF 10 FOOT ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE � _� A t7�
PEDESTALS. ELECTRIC TRANSFORMERS, DROP INLETS, FENCES OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED . --I n E may. ad,. P I L _ TML SPK = SET PK NAIL
AND;'OR RELOCATED IN ORDER. TO CREATE AND/OR MAINTAN THIS CLEARANCE AND SIDEWALKS SHALL BE FREE OF ' } I R - 1� �� �� �,,` I TML _= END>= EXISTING NAIL
CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. m 42 II I ��_ E I I _ TML (BM)= BENCHMARK
22. PROPOSED SIDEWALK TO BE 5' IN WIDTH. 8�w I _� L Re E - E TML ---TM = RIGHT OF WAY23. TRAFFIC FLOW PATTERNS AND STOP CONDITIONS ARE TO BE PAINTED. •% r Z /I I A6 - g. Q- 6• A R/W =
24, ALL SIGNS AND ROADWAY MARKINGS (TRAFFIC CONTROL DENCES) MUST BE IN ACCORDANCE WTH THE 0s z m_- ' 1'+ ' I - -� - 6 EDP - EDGE OF PAVEMENT
(MUTCD) AND -HE CITY CF JACKSONVILLE'S CODES AND ORDINANCES. P, g I _� P4 E MBL = MINIMUM BUILDING LINE
25, ALL STOP SIGNS WILL BE RI-1, 36" HIGH INTENSITY PRISMATIC. SIGNS SHOULD BE MOUNTED USING A U-CHANNEL GH k r;W ' �+4 1 0 pzq. sP 9`q. A_4 s° __ •• J _= E BOC = BACK OF CURB
POST. MOUNTING HEIGHT 'S T TO THE BOTTOM OF THE SIGN. 4 I", ' h ' ' I - , R R - - - -� _-�� _�� CO = SANITARY SEWER CLEAN-OUT
26, ALL PROPOSED CURB h GUTTER WITHIN RIGHT FF WAY TO BE MATCH EXISTING. ALL CURB h GUTTER WITHIN SITE C'z2 I 0 .. R ` 1 - `•- E �� WM = WATER METER
TO BE 24'. A� APPROX. o a = I w '11 Re _ _ E PP - POWER POLE
27. THE EXISTING DITCH BANKS ARE NOT TO BE C157UPSED AND IF EXISTING DITCH BANKS ARE DISTURBED, THEY SHALL / DETENTION POND ,t- J ' 1 ') , ?g s" I 1� �_ E �-� PP LP - UGHT POLE WITH TRANSFORMER
BE REGRADED TO HAVE 3:' OR FLATTER SIDE SLOPES AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. / / \ ¢3o III 1 n,, C'' r,n + , I `� E "-Q._ PET
28. HE OWNER FF THIS PROJECT MAY BE EUGIBLE FOR A PARTIAL REDUCTION IN THE MONTHLY STORMWATER FEE THAT WLL BE / �2= ' / / a 1 9 - -� A = SECURITY LIGHT
/ TC w S i I -+ - Rs rT "O. R.a r I �I �_ GW = GUY WIRE
ASS' IATED WTH THIS DEVELOPMENT. TO QUALIFY FOR A FEE CREDIT, THE OWNER WILL NEED TO PROVIDE THE CITY / \ o: m
ENGINEERING DIVISION UPON COMPLETION OF T4E PROJECT A COMPLETED 'CREDIT APPLICATON ACCOMPANIED BY A COPY OF / O o: ' 1 2 i. j 1 I Q- I z I CB = CATCH BASIN
// \ W.o W 4 1 r- I I a DI = DROP INLET
THE STATE-ISSUED STORMWATER PERMIT AS WELL AS, A COPY OF THE SITE PLANS. O 47 in 7 z P
Z I N a JB - JUNCTION BOX
29 ALL STOP BARS SHALL BF LOCATED 4' BEHIND PEDESTRIAN CROSSWALKS. / / \ h O T I " d , o 1 I RCP - REINFORCED CONCRETE PIPE
30 BUILDING ADDITION TO USE THE EXISTING DUMPSTER'S h DUMPSTEP ENCLOSURE SSMN + 11
31. LIGHTING WILL BE INSTALLED IN A MANNER TO MAINTAIN A DARK SKr STANDARD. / / \ -'-'� I -
INV . INVERT
lOP=46. / <p I I I, 1 _ _2 FES = FLARED END SECTION (PIPE)
32. SITE SUBJECT TO JACKSCNV LLE COMPREHENSIVE BICYCLE AND PEDESTRIAN PLAN. �� INV�36._III / 5!I I " -- v '" AC. ACRE
33. ALL '+ANDICAP RAMPS To BE ADA COMPLIANT. \ / / N/'F \ -W 0 I W- - yh• Re ; yA Rey v" -, - ($)
34, LOTS TO BE COMBINED BEFORE BUILDING PERMIT ISSUANCE DAVID MICHAEL h HEATHER CHOATE e z 0 T' ,`AI, SF - SQUARE FEET
T
35. ENSURE RATED CONSTRUCTION FOR BUILDINGS TO BE CONSIDERED SEPARATE / / D.B.2602 P.135 \ A z�w I � ! a - ; � TJ' i
OCw= WATER VALVE
\\ / W13.50 P. 56 O a N I I ON W 4 1 pd Iv= IRRIGA110N VALVE
STRUCTURES OR MAY NEED TO PROVIDED MORE FIRE PROTECTION. � \ / \ 4 h I 00 y I ¢ t' -,
�\ \ / KITCHEN h LIGHTING DESIGNS UNLIMITED h h• 0 V) eb eq a I , FOB = FIBERTRAFFIC
OPTIC CABLE BOX
PRE-CCNSTRUCTION NOTES. \� \ \ \ \ / -
ZONED CC \ � ~H ' 1 I`I N ��' _ _ R ft� w 1 TUB TRAFFC LIGHT BOX
\\ // c I i ' I r, , 8> I TB TELEPHONE BOX
\\ \ \ / \ I 7 - to Rev• . � I NITS = NOT TO SCALE
I. ALL CONSTRUCTION MUST BE COMPLETED IN ACCORDANCE NTH THE ` \ \ / / .. 1 - _ _ F m I MW - MONITORING WELL
CITY OF JACKSONVILLE MANUAL OF SPECIFICATIONS, STANDARDS AND � � i` \J. / \ I Z Ro b•5' Re I'-` c3' SSMH - SANITARY SEWER MANHOLE
DESIGN (MSSD1. 4 COP' OF THIS MANUAL IS AVAILIBLE IN THE PUBLIC I \0' / _
1 I "+ R: U �' i° I D&LIE = DRAINAGE h UTILITY EASEMENT
SERVICES DEPARTMENT AT JACKSONVILLE CITY HALL. _� �,��� a VO \��! // / BOG \ I r ,. -,.R 1 D.B., PG.- DEED BOOK. PAGE
C , -p _ _ Rsa.� `N 1 ' DU&ATE - DRAINAGE. UTILITY, do ACCESS EASEMENT
2. SC PRIOR -0
AO PRENCIONSTRLNG 'CT ONCCONFERENCE TION THE CONTRACTOR
THE CITY OF \ \` \v`/ \ \\ �/ Ex\.E�,A A9 / !s, INY-41.e2 / / �s., N 4 1261". N ,714' I - p, A-8 .A -- 1W MBUTFG =MAP UNDERGRO ND TELEPHONE LINE
JACKSONVILLE A- CITY HALL. A Ilk I, �'
\ �Q. / /TONG p.(E / / �§ + Rs'- g v , "� -LIE-- III UNDERGROUND ELECTRICAL LINE
/ ' \ / G Ex15 PI SSP EN'(5 / %IS 4 CHAIN LINK FENCE NTH , I I --E-- - OVERHEAD POWERUNE
3, TH.S DEVELOPMENT QUALIFIES p5 A TIER 1, PROJECT IN ACCORDANCE N9 \�/�x \ \ \ // Rb�NPSUR SIREN' / I �J `BLACK VINYL COATING .r C17Y-OF JACKSONWLtE ` I --X X - FENCE
- WITH THE SEWER ALLOCATION POLICY. A SEWER ALLOCATION REQUEST O \ / REP I\.I RE / / �_ D.B.1Ms P.1001 `I 3 -SF- = SILT FENCE
FORM MUST BE SUBMITTED TO MICHAEL MOORE N THE PUBLIC SERVICES / \, \ \ \ / Ep MAIN p\TUG % 1
EN;'VEERING DEPARTMENT. A COPY OF THE SEWER ALLOCATION POLICY / ` \ \ / OOO NE SGP / / _ _ _ __ _ _ �• '+- i POR7.B. 1 1 TRACT IB I, = FIRE HYDRANT - EXISTING
4N0 THE SEWER ALLOCATION REQUEST FORM RE AVAILABLE ON HE \ �) \ / /NPNRP0.\y,VIN NpER / // �,% I 1 3.25 ACRES 1 - - I
CITY OF JAC55NVILLE WEE9TE AT WW1y JA KcON VI F.N Ic AND \ �� I \ \\ \ / 09 E� b) / /% I I _.(S. I �PP = POWER POLE
ARE L DCATF.D IN THE ENGINEERING AND CONSRLCTION SECTION \ RRRN A \ \ / +\\ RERIV' OS'c Q .// / "'.-I �� I/, I I �1 A+y
UNDER GOVERNMENT @ C T/ SERVICES. \ \ \ \ 1l \ \\ \ / A 56E N / / Ry N{e ,N - '' zr-, N/F M LP LIGHT POLE
'\ �. TIP\ \ ` \ \ / / P\50 / /%� %i` S+S y. Q91` v t y�°' " 1e CITY OF JACKSONVILLE
�,\ III \ \ / / „F.�,�,_ (� 'y = SANITARY SEWER MANHOLE
\ \ �\ \k\ \\ \ \ \ / / / /%� 1. 5C r1 I A TRACT S HC : HANDICAP
RKING SIGN
\ 1 \ \ \ \ / 4 a P p_3 1 M.B.62 P. J7, SL- N-71
\ % �% 1 �s 4 t v J Rs I �'" T�S - HANDICAP PARKING SPACE
+
\\\ \ \\ \ \ / $ - III.Z VACANT LOT
HANDICAP PA
V A V v / Aw / Op . �C, �� v � I afl: I >I n ZONED CC
•\ \� \�\\ \ \ \ \ \ / / Pam" / ,E QJA' % / /,�-' l ` N a I - -
EXIST'.N i NUMBER OF LOTS 2 \ \ \ \ r•TG \ / / , l W i 11 �94 Rev, : PAINTED STOP BAR
STOP
PROPOSED NUMBER GF Lcrs = 1 \ �\ \�\ \ \\ z I\ \ \ / / t} • / / * 'I �11 " Iy•I F ® = sroP slcN
NUMBER nF EXISTING BUILDINGS = 1 \ \ \ \/ / _1 may{ i
= F T \ \ \ \ \ \ ✓ L \ I�tiI+M teA /p`_ ` +• I I '-.. I 4 „ - 0.sTO QIll,
�1 .n.^.u."- - GRADING LIMITSANSTURBANCE LIMITS
EXISTIN9 JSE(S) .DLLEG_ AND UNIVERSITIES \+ \ I, \ gyp\. / /�,�4K,,,y4W* Kq �y' b _
_OLLEGE POND 'UNIVEFSI`IES \ ` �\ \ \ \ 7 \ W' °' ( . - - _. _ -i I _ �_ CPS = COMPACT PARKING SPACE
PROPOS.'___ USr(S`. \ / '• t' '✓ ,�I O - / _
NUMBER OF UNITS = 1 �\ ®\\ \ \ A, 1?"qe sT bd'1/ / ' 1 i� 4 I 7 , \ PROPOSED TRAFFIC FLOW
\ \ � \ \\� % 6 .W / _ •t :IIY I P'6 / = EXISTING TRAFFIC FLOW
TYPE OF VNITc COMMERCIAL \ \ \ of / / 'a Ol ' I i
SOL ARE FOOTAGE OF EXISTING BUILDING(S) _ !3,332.00 S.F. UNDER ROOF •\ �` �\ \ \\ 'A \ \ �t� // I I l _ O i ; .R i\0 iJ-,Nhg \ F = STEEL BOLLARD NTH CONCRETE FILL
SOLARE FOOTAGE OF PROPOSED ADDITION = 22.244.70 S.F. UNDER ROOF y \\\\ \ \ \
SQUARE FOOTAGE 0- EXISTING @ PROPOSED = 35,576.70 S.F. TOTAL UNDER ROOF \ /.// / / I 1. \ Qv'A _5 1 �• ,�` \ +17.47 EXISTING SPOT ELEVATION
O/ \
SITE ZONING - CG \ V At APVARENT / 0 NPN1 I N % r ' s I' �rI AV 0.00
\\ V C7K1N BOX \ / % dF. I. I \ = PROPOSED GRADE
PROPOSE^ LAND USE - COLLEGE AND UNIVERSITIES �( \ N �XN pry{ V / nvE ; < Re pa 0 , 1 158'.' �'C = MATCH EXISTING GRADE
TOTAL ACREAGE = 281,118.17 S.F. (6.45 ACRES) / \ AI I A� V I�� / y�[ g �R.R(:,5\RVC h Z'S' 6• I Ry CaLA.. �!� L 1 0A\t MEG
ACREAGE OF LAND TO BE DISTURBED AND EXPOSED = 3.0 ACRES (GRADING LIMITS) �rT �c
PERCENT OF ATE DEVOTED r0 OPEN SPACE 48-9e7, '\ \� V v� / / M9�?' `1 - f/ a ` :. o- • �430• - �/yfin.- - j A\ T -0.00 = PROPOSED GRADE AT TOP OF CURB
vv v v / • - I ._._._._._._._._._._._._._._._._._,_._,_._._,_,_._._._.-._.-._.-._._._.
NUMBER O BUED'NG5 (COMMERCIAL): 1 Il W V / N #yA - _ _ IV '\ H
OWNERSHIP STATUS (RENTAL, CONDOMINIUMS, ETC.): OWNER O U \ 0. � ��•/ � 'W 'Ir I ` `�, T,� PROPOSED GRADE AT TOP OF WALK
TYPE CF )NIT - COLLEGE AND UNITyrERSITIES �0. A V A �+�;;�, '1 ar 1 z
m l'VV-0
GO
\ : T 06 A '4� ax'�" �' +:' �` "' � EXISTING POND LANDSCAPING TO REMAIN a R4 ^�. O z OBL 00 DRAINAGE BREAK LINE
NUMBER OF PARKING SPACES REQUIRED = 177 RcOUIRED V INVti 91�� \V A / °"11 v ,-- m (( �1� e�75? a Z --� -•-
11�1
(PER ARTC_E 5, SECTION 5. OFF-STREET PARKING STANDARDS, TABLE ..1.1, � I,� � V AV � 10 Y 5RAO. '.g> ' ES j( w N rc
(1 PER EACH 200 S.F.) 35,567.25 = 177.58 t,P \ ; I v �,­­ ,;� ,, -, ,,� R=g ,. III`*0 w- = DOUBLE CONCRETE BLOCK FILTER
NUMBER OF PARKING SPACES EXISTING - 92 INO'JCES 4 HANDICAP SPACES V 'A VA V AI k \ {; I A I - / Sri' '.`'/ ,� ., /!; 1 �, � '/ i<� � r
NUMBER OF PARKING SPACES PROPOSED = 2'9 INC'. 'Ll:DES 7 HANDICAP SPACES ALLOWED L'NDER LIDO 0 1505) A •j 1 6' / ' / �,/"/' ' : 1 '7 / Og z - -
NUMBER OF COMPACT SPACES ALLOWED = 54 (5a.75; ( y\L- V VA t 1V I • � � Pt ( D '-i // /r/, /. „�i a<0
NUMBER OF COMPACT SPACES PROPOSED = 0 \ \� 1 ® y \ \I- v ,•I
/ / 1 / <z? / = GUTTER BUDDY OR EQUIVALENT
\ \ 1 rt 1 C:. -� 'It 20a10; '[ Q ��ry,{,,Cy' d , / i/i �/; 1.'.In . / C z a
TAX LMAP.AND TPAPCEL NUMBER = 339-2G.5p A AA� ��V 1111 � ,�� III ' �"+�*{'' '~F`,•'.x I( / i / � � ,,K. = FLARED END SECTION
MAP 90CK AND PACE NUMBER = M.B. 62, PG 37, SL. N-71 A 1 z 1 -. ,{'Alyl ' / 1. .' 1 z f
DEED BOOK AND PAGE NUMBER D.B. 3622. PG. 354 \.\ \1 \� \\1; 11 S \ �A I �. 1All ,
x P�/6�`{t�p�FSE�D r �/4 d/(�y`y �/y / Y' 4.I,,O 3.43na.f.li 4 wetlands 11 F Ow
CITY OF :ACKSONVILLE "� \ _ - n - .,'L OV0;*O, ( r F J / ".� 1
TAX MAP AND PARCEL NUMBER = 3}9-2C.51 \ \\ � \ TR \ 1 f W ' / m \71 oflf�site >I o
,^/ ;/ ,,A ryy / •' N9 �,.� \' I. D.29 OCr08 1 D
MAP BOOK AND PAGE NUMBER = N.B. 62. PG. 3'. 5L. N-71 O�v, \\ 1 11� I 4 I 'gNT1tY,• �inc ufl@S,f3fl rj/$trUGtUt@>' ,y-S ;' ,/. i;,'/, j- y' ��!. . '�•� n 1 . i I o
DEED BOCK AND PAGE NUMBER = D.B. 1415. PG. 1C01 \ `I, ` 1 N + IN _ 1 _ _. - `--'-- 6.CROSSWALK I / '•'Y 1
A G \ \ `;3 \ 1- r--� �000' fI'dfl�:$L'I f';EOOC�V@t'�' / n , � // ',�' \A9 W,•''• 11 "1 n $ 1' &,�116 8z� WETLAND LIME TABLE
N/IF . 11 Ln ' \O 1 !n T.. : i : .,', ., / ,. �/.,• .:•',•1 7 I �I. . I 'ems 3wi L143 25.58 546'50'58'W
' YP Nc_ NW M a H INC I ��yy��,, V •/
ELBLTR'C UTLT FOv1DER: JO E_ O SLC F C MO.GAIN •UNERAL HOME, C. N \ 1 . - I + I F , ' 1 - 4 .00 /, , O , • '.'I / �Z L744 42.54 S52'3T51'W
CURRENT LAND USE DESIGNATION COMMERCIAL k INDUSTRIAL VACANT LOT 4B, PARKWAY INVESTORS, LLC A 1 I_ 0 A 1 \� � IT � 1 - I I '
�5
LEI i 1 O l� 1 - - - a 2 / 14".11� '1 4.. 'I' . N66// 2w� L145 40.69 N75'S4'38'W
D.B.2297 P759 �� G �\ 1 Iln A `8S 910EN1+L14 " ' S ..�M..v (, L146 32.12 N 1'59'19"
a ry IA PLAN' M.B.L6 P. 20} �V )) 1 1 T 8,5�;S1 _ "/ , , / ' `'. 1.�.•I 23 1;r',• . •.', I .V i d 3 E
'S:TIE SUBJECT TO JACKSCNVLLE COMPREHENSIVE J...CLE AND PEDESTRIAN L N � , O -0 1 ¢ .� l � -
_ L:� . ,1 as
MORGAN FUNERAL HOME r G �\ 1 ly #N - 1 "•1' _ �,,.,.,1 {,� I 1/ //., . I. • - - - ' -. I KI1 I- . ,/ z L147 40.82 N44'09'34'E
ZONED CC A O If # \7 1 .I ,��� II ° '�'/ '// Y WI 1' . '� a < L748 20.0E 572'31'11'E
EXISTING MPERVIC'JS SURFACE AREA (INCLUDING BU IDINGS) = 61,4825E �, ,..,V� \ j. (q. '�' _ . / I Apmv.lm .. -. . •.7
�� I ?' C` 1 L� i I .n J ; / / j JI / `r
R
> 1 )) 1 I s !'. 1 4.95
IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) = 107.518.72 SF 1 w �✓ L S' ^`I S / 1''0;9 ...I i#'.', I L 49 2 S78'S7'38'E
I F �, �� 1 � Im -I ./y [ ':'. Ulu , �I,�` .-y1 '// Ito 'MINE •• .1 1 -.I - - n 1 m
IMPERVIOUS SURFACE AREA +INCLUDING BUILCNNGS) = t4},at 5.42 S. In Ir - 051� I - Ral $ '''i I . . I •�I -I 1 I ,, m./ L750 12.64 S13'04'S6'E
�� ��j 1 1W I. _1 K(z 1 O. %/ / // i / / - �r L'.'••. L752 I L'S1 28.71 N88'48'4TE
PI. 9- 1 1 p 1, i Kyluwi i �'+' / % ' '. / // �/ « .',•..'••,•,'• ''••' " •.•1 I
.... , /
L' •'. .
t
7 6.95 4'
LANOSCANGREO'.JIREMEN T. [/ w � �� 11� O 1 1 .. �1¢ i � I '4' „' ,','.':; „ / ;,/ e.. ,., F4 _L-___� 1 50'MBL 31.19 N3613'28'E
YAL PERIMETER LAWN PERIMETER LAWN PERIMETER LAWN \ o ' No 50 MBL w LL - • . -- ---- -- -�,_- -_ _-___-- L 52
1 __ ___STREET _4 p� 1 1 If^t4 • V __ i T'____'-_ �- l` 'i` ; , Q. , •�#
(NATURAL BUFFER) (NATURAL BUFFER ,, WETLANDS) Ai" 1 ; '. tl l II \ `". \ 111 ';.'_;. I __-_._ rl3 1 ,-! �Y�. , ;.',..' J J j _ . `j6ei�-- L154 31.55 77 N48'OS'24"E
\\ 1 Ypp,48.'48 : NO " - I ,1 I • ,&*44b. '0* It ,�` :� ;�'`�z,'�5* - @ �yv / U 9 ---_______3W MBL PER AOMD4DMENT ___ L156 32.79 N37'28'39'E
896.85 LF (o) 1,497.7C L.F. (b) 256.59 L.F. (b) 193.49 L.F. (b) rd�- 0 I 1 O. N 11`
LARGE TREES=27 UNDERSTORv 1REES=47 UNDERSTORY TREES-10 UNDERSTORY TREES=8 I 1 34, .� - [ 1 z-„I- ' - 10 '3B -.----- ----- -- - ------ -- - -_-' fi -------
Z M¢_ _ _...?-1 __ _ __ -t7 - o-I -tr ____-___�___ \ R"�. N5B BX.k W, p y1, r,, 70
LARGE c` R' - "P E SHRUBS=tag LARGE SHRUBS=3' LARGE SHRJBS=23 I� 1 I� I 1 ✓ ' " ,. ` 'I 'a - .` I r~ \ w ,A A `_--1--_-�• L757 2284 N88'00'28'E
,+ JBS=1,8 LARD Q . I , I - `T fl Sk s 1 T b\ L156 25.41 S57'44'33'E
SMALL SHRUBS=72 SMALL SHRUBS=99 SMALL SHRUBS=20 SMALL SHRUB5=15 \ 111 I fi - = - JIII / " � - /I /0 - I ) P +i L159 37.2E BBO'23'58'E
i 1 .
Ni Rol`._R 'SLANGS ' 1. \ ' ` 1 :I. r'lyj - - - - - - - - - - U60 63.35 512'3T04'W
NUMBER OF ISLANDS REQUIRED=22 1 I. -,F\+ 1 _, �1NC B' WATF;R/IJNE AYE LOCAT1plI� - - k -^� - .,µ• V61 28.5E 529'S9'STE
SHRUBS OF ISLANDS
R , ., .�• 1 .-. }N �'\ - «r'- T } - '�+•-. 9 , -•- - 4 a. '°"1 _8�SIHEET LAWN LINE_
I �I _ \ _ •` II R CR N ¢'a s��� 1>� g 'J..`a,F �- L_,,, I' I f,...,"A L162 33.05 S18'40'56'E
SHRUBS PRONGED=125 I _ ` r � � - - - ' �- L163 33.05 BBS'4T24'W
TREES PRCVIOSD=2B - SUBSTTUTED 1 LARGE TREE WITH 2 UNDERS70Rr TREES .- - . e .,p:eF 'e .. . 1, • N.+. N NP '11111 # N N N EB 21B.BY #
�I I = ,, I MINIMUM an" i I .r:;5. wAat E' A11r L165 26 51 Sy4'}4'19'E
2 9
_ _ _ _ _ _ - _
TAIa;, I .:a :. ::
s \ K _ _ Li 66 32.2E N82'2T01'W
I v:F - - e - - - _ _ _ - - _
EPSTORY TREES ALONG THE WILLIAMSBURG PARKWAY 8' STREET LAWN - -= 1 � � - � - '_' - '� _ _ - - - _
(c SUBSTITUTED 10 LARGE TREES Wlh! 20 UND I 'I N �r - - - - --- - 1 - 11RG -- - - - - - - -'-- _ _ "" _ jo_ - - - -EXISTIN XISTING 00 N42'28'48.111 713.3V (TOTAL) - - - - SSMN
AREA DUE r0 FOISTING 2C DRAINAGE h UTIUTY EASEMENT AND 1: SEWER LINE. I - �'� � L168 51.14 58250'11'W
(b) THE TOTAL LF OF PERIMETER LAWN IS ,a97.'0 LF, THERE IS a50.O8 L.F. OF EXISTING NATURAL AREA TO BE m SSIAN / SEWER HANDICAP HIGH VISIBIUTV HANDICAP HIGH VISIBILITY I Inv-44.82 CURB CUT q!- HIGH VISIBILITY INV�37.74
II I= TOP�47.It VICE RAMPS 6' CROSSWALK I I a_ RAMPS 6' CROSSWALK EL.48.88 8. 8#qw LY1# r Lti# L169 31.07 N48'374eW
USED AS 4' PERIMETER LAWN LEAVING 1,047.62 LF. TO BE USED IN CALCULATONS. IF ANY OF THE EXISTING I / (VERIFY) EXISTING 8' SEWER LNE (APPROXIMATE OCA7ONN) NEW NFROe 11ER WAY fit__---___�-- ___- _ _-__-------------____--_- _- .,_. __-_�_----__----v�� _
6' CROSSWALK
NATURAL AREA USED AS a' PERIMETER LAWN 'S DISTURBED OR REMOVED IT 5 TO BE REPLACED PER THE H INV=3133 ( - - - - - - - Repdr AeWhdt - - - _--� - - - - _ - HAN RI AMP - _ _ _ RAMP CITYS LANDSCAPE REQUIREMENTS. N� I +� � / ( ) l -0
II 0 SSMH out ! PROPOSED PROPOSED L 70 22.28 S85'15'49'E
60 R U UC QINn
SA-EGEN 11, LLC. I I II I F' 20' RADII - - - - -- - - - - - _
LOT 1, PARKWAY INVESTORS, LLC I I 0 e - _ - - - - - - - - - i - i L172 95.95 55T32b3'E
LANDSCAPE NOTES l 01
D9.1892 P.373 i � � - � ,
48.98% OF TOTAL SITE IS DEDICATED TO LANDSCAPING- M.B.4• P. BUILDERS
DE S SUP I II y /11 ' I I LANDSCAPE PLAN
JACKSCNVILLE BWLDERS SUPPLY I I- '�//
ZONED CC z A ) �_ T- y GROUND COVER COVER AROUND ALL SHRUB S h TREES TO BE PINE STRAW, GRASS (SOD) ALL OTHER, AREAS. I (/ ¢�•.I 9ZO FOR
FOR MINIMUM TREE AND SHRUB SIZE AT TIME OF PLANTING, SEE CITY ORDNANCE I I II /I I �'/y�^ ONSLOW INVESTORS. LLC I Y CITY OF q KSONVILLE MILLER-MOTTE COLLEGE FACILITY
TH .1001
¶DE`E_OPERTION MAYcSUBSTITUTE LANDSCAPING STANDARDS
SPECIES AS LONG AS THE CITY LANDSCAPING I Ii ,WV 111 11 I �C�j 0.8.677TRACTP.149 DBTRAC.1415 TILL SITE ADDRESS: AT
`,PI-.s ANCSS ARE MET. "SUBSTITUTIONS SHOULD BE CONFIRMED NTH THE PLANNING DIVISION.' II I I 1 MJ M.8.48 P. 69 SL L-609 M.8.48VACANT LOT
105 NEW FRONTIER WAY
I I II III i �.L VACANT I_oT TRACT I JACKSMALLE BUSINESS PARK
III,EACH LARGE CANOPY TREE AT THE TIME OF PLANTING SHALL BE A MINIMUM OF TWO (2) INCHES IN f II I I T ZONED B-1 ZONED CC
CALIBER AND EIGHT (8) - TEN ('O) FEET IN HEIGHT. WHEN MATURE, A LARGE CANOPY TREE SHOULD I � AR/
BE AT LEAST FORTY (40) FEE- HIGH AND HAVE A MINIMUM CROWN WIDTH OF THIRTY (30) FEET I I II I Ip I I 1p6g ON4NSL0 INVESTORS, LLC PREPARED FOR
LARGE CANOPY TREES MAY BE SUES WTH TWO (2) UNDERSTORY TREES. HOWEVER, NO MORE II I I I WJ 3884-C HENDERSON DRIYf KTJ 254. LLC
TI-AN FIFTY (50) PERCENT OF THE REQUIRED LARGE CANOPY TREES MAY BE SUBSTITUTED. EACH III I JACKSONI
UNDERSTCRY TREE AT THE TIME OF PLANTING SHALL BE A MINIMUM OF ONE (1) INCH IN CALIBER AND 910-547-934, NC 26548
EIGHT (8) FEET IN HEIGHT. WHEN MATURE, AN UNOFPSTORY TREE SHOULD BF BETWEEN FIFTEEN ('5) 91O-54T-A344 JACK$ONVILLE TOWNSHIP,
O PARRIED BON SLOW COUNTY, NC
AND FORTY (40) FEET HEIGHT. EVERY TWO (2) UNDERSTORY TREES MAY BE SUBSTITUTED WTH ONE (1)
LARGE CANOPY TREE. HOWEVER, NO MORE THAN FFTY (50) PERCENT OF THE REQUIRED
IC ';'L'RY TREES MAY BE SUBSTITUTED. EACH SHRUB AT TIME OF PLANTING SHALL BE 3 GALLON 4�dEB JOHN L. PIERCE & ASSOCIATES, P.A.
ZE LARGER. SUBSTITUTIONS SHOULD BE CONFIRMED NTH THE PLANNING DIVISION.
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS \\%iti irr//Ir CITY OF JACKSONVILLE NORTH CAROLINA LICENSE No. C-1888
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY w�,\\() jH C,q ',,,` P.O. BOX 128, NC 28541
Crystal Coast En ineerin P.A. 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
XISTN: ANDSCAPNG TO REMAIN: 1. 7 9 9/ MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN �% ,. OFrs • O :
s;: 910-938-5200 PHONE: [phone] DATE: DECEMBER 8, 2014
ec". LARGE TREES - 16 LARGE s SMALL SHRUBS - ue - Civil and Environmental Consulting Engineers HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE F
Q O,•� i
David K. Newsom, PE CLEARLY INDICATED; THAT THE RATIO OF PRECISION _ 9;2 d SCALE: 1"= 40 F.B. 826 PG.11 -
AS CALCULATED IS 1:10,000+; WITNESS MY .. Cc I'; 7p = OFvcLOPFR:
�( KTJ 254, LLC JOB #2014-12512 Email: (Larry) draftp4®j1pnc.COM
John R. Freshwater, PE ORIGINA4 SIGNATURE, UCENSURE NUMBER AND SEAL ;,- C1oy9E 5125 COUNTY ROAD 101, SUITE 100
PROPOSED LANDSCAPI� - 205 WARD RD. ,#3, SWANSBORO, N.C. 28584 THIS Jy DAY OF _�jLL� 1 , 20g � `:P. � MINNETONKA, MINNESOTA 55345. GRAPHIC SCALE I' ._.
PHONE: [phone] - FAX: [phone] � C) ;G
dT"E+ GREEN ASH - 32 EACH CRAPE MWTLE - 87 EACH Llcenae Na,: C-2553 fy . S'(jRVE�(fl•%�• a JOE RUCHES 1 I
.-�_,,
T - - ------ ,��� '•..,..,,,. ``e 952-540-4181 40 0 20 4o so 1eo
(LARGE TREE) (UNDERSTORY TREE) ,V
JOHN L P E .LS. L-2596 �, �• PIERG�;��`
1'i REVISIONS:
INDIAN HAWTHORN - 437 EACH NANDINA / HEAVENLY BAMBOO - 206 EACH tt ' ,/ri/P 11+"'t 1/13/1 4 aUOeE per
City
e I 0 A atrMctMF# ech#dulw
W (LARGE SHRUB) s, (SMALL SHRUB) 1/14/15 re+Med per aty ( IN )
1/t3/1S reW4ed Per dty trc eomm#1t#
i inch 40 it SHEET 4 OF 10
REF:
D.B. 3622. P.354 G:\Projects\OPPIDAN Investors - Miller Notts Colle9e\be9e.dW9 Jon 16, 2015 - 8:070m
D.8.1415 P.1(Kn - - - `
TRACT 1 M.B.3/ P. 89, SL L-1426
, 1

MEADOWS GATE LLC
CURVE TABLE ��-TML TMLt D.13.3295 P.472
M.B.58 P. 163
CUC VE CHN RD�BEB LNG 182.9D1 16'1L 1A' 648'27 183.52 US I ARC T 92 38 T _TML'__TML__TML_=1'TM TML!_T ML�_TML�ED B-1
- _TML L` -TML�� TML_=TML ONSLOW COUNTY HBSPPITA19AUTHORITY D.B.
TML TML��` / t-TML VACANT LOT
L TML- ML__ -� INv+.4aw L�'7ML- _� ��TML ZONED B-1 t\N� ev"
PPP���''' - T1NL�-_•�
T MLL
-`_TML 7ML� TML TML`-TML_ EIS
Lam^ 17 7ML�-TML -� L_- PARKWAY
TML-- 0 DUKE TML SITE
T MLA-TML I-�u _ �JACKSON OCK Dr �/W TMLPP /14 TINE_.��TML __T ML��TML�_ L�� 4r� WAY PRannot
E�� TML-. _TML-, � ��� � T1GL-��TA1l- �_ � �u�iM L� (1'UBUC) ��7ML-.�`TML�.��7ML�,TM TML�� - Wis
� �
L
TML L �­TM TML °5 VICINITY SKETCH NOT TO SCALE
E
�" --�►., TML ""TML PIP
, L�,��TML I �� LEGEND:EXISTING IRON STAKE
TML SIS - SET IRON STAKE
EIP - EXISTING IRON PIPE
pP j'ML I , TML TML ECM - EXISTING CONCRETE MONUMENT
i - CONTROL CORNER
EPK - EXISTING PK NAIL
<_�' E _�. I TML_� SPK = SET PK NAIL
I '
s 4a _ ~" E _ j TML AIL
(NDS EXISTING K
Z a BM BENCHMARK
` rk - CENTERLINE
, E y, TML- RAW - RIGHT OF WAY
-_- --'- -..__~ ¢ EOP - EDGE OF PAVEMENT
MBL = MINIMUM BUILDING LINE
+f• '/ .=.I.�..�•_.-+ci�� - -�_ �"�• a, BOC - BACK OF CURB
� ;ram ,7 ♦ I �._."�- _ _ -_ 14 - - - �a �� f-�_,. E `•.� CO - SANITARY SEWER CLEAN-OUT
�', WM - WATER METER
/ r • I EXI$TINO ♦��-..�� - , -1`�� E PP - POWER POLE
\\ I I SILT FENCE _-ice_" `.. r , {-__ -- _'� _= E P - UGHT POLE
DETENTION POND • 'r 9 TO BE REMOVED . r / - _-! - �� _�� E ��^ PPT - POWER POLE WITH TRANSFORMER
APPROX.
SL - SECURITY LIGHT
/ r,�m = �- - •_ _ _r". 1" �'� .� GW = GUY WIRE
< _ 1, Z i- _ CB = CATCH BASIN
t - , z t Dt - DROP INLET
{{jj JB - JUNCTION BOX
SSMN / : I I ,/r I I I I �G'-_�' y._ \ �� - -Q� ��I RCP - REINFORCED CONCRETE PIPE
TOp.�.'J7 // \ ��r ( � III _ • I r I 'Q \: INV = INVERT
IM/-J6.61•. // r r I I I I iQ � _
wi t-- 1-t FES = FLARED END SECTION (PIPE)
DAVID MICHAEL & HEATHER CHOATE I I i Ly I / - O L - AC. - ACRE(S)
\ / D.B.2602 P.135 V �,`�Ar I �� . I ♦ • A I i _ - - SF - SQUARE FEET
KITCHEN & LIGHTING DESIGNS UNLIMITED ry ,," I ' 1 _ 1 I 4 �1 M ly- WATER VALVE
\ p [ I I m I I I �' pdw= IRRIGATION VALVE
\ / .►-� - 53 FOC - FIBER OPTIC CABLE BOX
ZONED CC \ I I (7 tV _ I I r �i ,_
I I
� 'I III �w eB - TELEPHONENOTALE x
\ '
MW - NOT TO SCALE
\ \ so / \ I ' ♦I Z \ h • T MW = MONITORING WELL
SSMH = SANITARY SEWER MANHOLE
�� O`� gym! / i 14 • r � i� I D&UE = DRAINAGE & UTILITY EASEMENT
__ �$.' I \ I f I r I ' DU&AE - DRAINAGE, UTILITY, & ACCESS EASEMENT
�' ♦ I •. . / D.B., PG.- DEED BOOK, PAGE
M.B PG- MAP BOOK PAGE
N/4 �26'48' W 93.74' --UT- UNDERGROUND TELEPHONE LINE
1
'\
j /�SIS- . 4 CHAIN LINK FENCE WTH 51S \ 'II ",' `-� --LIE-- - OVERHEAD
ELECTRICAL LINE
- --E-- = OVERHEAD POWERLINE
BLACK VINYL COATING V G _ ._ �-$
�/+r ♦I• F TY OD.FF�Adf$DIIMLLE I - FENCE
♦/♦/.. k' 1 - I PCRTIONIOF TRACT II -SF- = SILT FENCE
�� \� /! -- / - �,♦'� .-`�� - - _ - - -- -'-I I M.B.'i1 P. ei yV0 = FIRE HYDRANT - EXISTING
{ ♦ i
3.25 ACRES
\ \ � � \ � / �� / / � / / - ♦ I I I aPP = POWER POLE
\ \� vvv / !/ ' ��� ✓� SILT FENCE-
TO o6s1Rw l I N F ,YX w = LIGHT POLE
CITY of JACKSONVILLE
\ R rt „- .- !i•� _ TO BE REMOVED • ,
\ / / ' � I I I D.B..irn4Ac 0.1I 001 O - SANITARY SEWER MANHOLE
\ \ \ M.B.
P. 3T, SL. N-71 HC = HANDICAP
K VACANT LOT THCPS - HANDICAP PARKING SIGN
1` - --- i i I p ZONED CC
- I r �/ HANDICAP PARKING SPACE
_ � ' _ _ ( I �� - PAINTED STOP BAR
Achy._\�... gyp•' � ..-". ' I :�• - STOP SIGN T R ANC HITS
V A Ot ,l aIr - �- i 1 • . 1q • r - GRADING LIM'.TS/DI$ U B E U
� I CPS COMPACT PARKING SPACE
• ry,``\ � � \ / � � � o\ �� / - O a pq� � I �� -\ PROPOSED TRAFFIC FLOW
\ \\ \ \ \ ," , _ N O I J/ 9°j �� -F EXISTING TRAFFIC FLOW
A\\\ \\ \ \\APPARENT t`' - _. /' -.�NZ - -_yc I Z 1~� • r - i'�:(�",. \ •••+17.47 EXISTING
BOLLARD LEV CONCRETE FILL
® T10N.B0% I_ " _ - ' d - A4a- :.__.•�_._._ _._ '_.' •''"•' ' • a ♦ I04
/ \ - EXISTING SPOT ELEVATION
Ail \ \ \ IN`• '� - �• 65 \OT re .e>o-___ J O Z ; / f �``7.1`'B • . . 4. Aso\ 0.00 = PROPOSED GRADE
♦ jp�P O I, / �r 1.., \\ EG MATCH EXISTING GRADE
_ 9S SBC /A\ - = PROPOSED GRADE AT TOP OF C'JRB
ri-}� 7ll'` { .. \I I � r ��`_L76/ TW-0.00 - PROPOSED GRADE AT TOP OF WALK
9 m0. CB _ " i - dOLS oUMPstER!
� a�.r� \ \\ .` _- 1\ ,,�"� '`�� b- 1p v�„s EXISTING POND LANDSCAPING TO REMAIN �$ _ _ - I 1 - __• OB,�_,-= DRAINAGE BREAK UNE
. To 9 JO 1 I�I 161 �•y
\ `\ •:'\ \\ \ \ ` r J•,', o !� s' ' J 11 : I 1 DOUBLE CONCRETE BLOCK FILTER
NW Y.68 L \ \ \I N' In P o s e o i `: _ D g • o � ♦ o- I f. I 'i
� � 1 \ � \ \� 'y EXISTING ASPHALT PARKING \�\ � 4O q r
r
\ \\ 7 1\ �C^ \\ 5 P> n { ,+ ti n } �� ` •' 'P40, / /'----� r i' '�/ / GUTTER BUDDY OR EQUIVALENT
TYPICAL •• / 11 ` \ - FLARED END SECTION
\ EXISTING 1' '.404 wetlands \
\ \\ \\\ \\ a, \ TYPICAL i .. -- ASPHALT • ;� `. 4ao \, _ + '''' 404 wetlands 4 \
1 \ o\N \\`tt \ \ I ma e. ". I 029 acres I off site 1
'8' d�15 dO1S 1
\ c I s a e'cROsswaLKj • r .,; : �. 4
Mo9caN FUNERAL HOME, wC. ,\' 1\ \� �\°i# j t SBCF� �SBCF ) SBCF-/ �SBCF } F♦ ��,r� I . ' I I •��` WETLAND LINE TABLE
LOT 4B, oARKWAY INVESTORS, LLC T� \ 1
\\ ^ \\ 1 ; \\ 1 I L144 yzse S52'3�se w
D.B.2297 P.759 `;y'' G `\ \ 1� \,(,cA9. 1 f24.00'+) - ,¢ a.',••'.'•••.' { P 6 /
M.8.46 P. 203 �y\ 1' OJ 'Q 1 1'fe 1 \4 A\\ k 85`$1 }.�:,., • d5'81O6V7Al.K y. t�1•}�'.'••'.'•'.' .t 1 L' I .�.•.6 ' 1145 40.89 N75'54'38'W
MORGAN FUNERAL HOME ``� r 1\ ) ly 7 Q I eHp ,r-, 4•q 1 .,, >p 4•q 1.11,t10•,drN.' '•" •' ''') 1 T �% L146 32.12 N31'59'19"E
ZONED CC ,X�\. 'I nj1� I�\ 1 \ o- c� I .._', t e o _ n1. •'!, •'.',••.I 1 I / L147 40.82 N44'09'34'E
YYYY (A L148 20.06 S72'31'11'E
I s i = C' / < 1•J.OfN.4.6�: ,'.' .',• .',•1 1 I I •
+. 7 11 1 a a w lw �5. `4 (-� (� ". .d a. n ^.ti o • 1'AOBf•�..'.'.' •'.' • ') ;F Sit L149 24.95 S78'57'38'E
/�- I q > 9 pe > u. er q q I I / I,►o'IA1• ( 1 /`]`� 1 \ q0. Be ♦ _ lg q40, y _ 10, e ♦ -' a./ L150 12.64 513'04'58"E
�YS' 1 1 �J\ 1� EXISTING I 0 2p / 1.'.'� '.'.'• ••' '1 C1g I .
O _ + 2 / L151 8.71
1 \ \ ♦- �$ 11% ♦- EXISTING ASPHALT PARKING �� BIKE RACKS i I" �• / / '/ L"•• • • •T I.
2 N88'48'4TE
u \ (' 1 1�D. O 1 u m I 1� 1 m w / s / « • • "I ny. I / 50'MBL L152 16.95 N24'08'28'W
---
A'A m .\ y - ___50_MBL __ -' __ ___� _ __ ___ ___ __ _ �-I ______-____ F _ ._yl...__ _ _____ __ ____ �_ Tr�.�..,...-' ``_%_____1 _ __ ____ _ L153 31,19 N36'13'28'E
______ _____ _____________ _______ �i_ ____ _ _____ VriG�.• ., Lax________________
1 � � v .2 � LR I�_________,�
FB• J• TYPICAL H q �� / / -- I 5. • l �160 '�= L154 31,80 N48'0597"E
�0 \ .4b.- -a •r .e 1 .e �, s g• e e t ; �VTa. r / '� , L755 31.77 N40'SY24'E
M 31• _ _ _ y __ i N. I, _ _ __ _ _ �> _. - __ _ _ _ __ _ r _ ___ s1, _ _ _ _ _ �... ___ _ _____________________lk < ___ _l.:e...r ____ I1 �` ' 35' MBL PER AMENDMENT
L157 22.84 N3T28'39'E
.yl{- _ '- � __ '7 }y P �IX ^ rY ,l k c. '/ ♦ r� �k�"+�� ___.-___ .L170 '-'L_� �.�r___________________________
.� 1 i / 1. •v \Kh _��, j_---_�:�. L158 25.41 NBBTJO'28'E
24.00' "r` �"'" rf;'-' 24.00' �_`._•. • + +i ' t L156 25.41 65T44'33'E
7 •I '$j `8 L159 37.23 S80'23'58'E
�- /,. L160 63.35 512'3T04'W
S11NC B' WATER LII'!E APPR076MATE LOCATION I _ _ _ _ _ _
HtGH�HRUB SCREENING STREET LAWN LINE �. •_.T._._._.�._•_._ '_._._._._' �._._.� -. _._._.-.-.-._. _._•-._. ._._._._ _._._Or31REEi LAMN LINE_. L161 28.56 529'S9'STE
' - _ - - - - - - - - -= - - - - - - - -- --4 - -
«�. _ •_•_•_•`�+'+.�. eus dO1S.-' 1 _ �1r� 64 30 87
-�'= T � EB{� � -•�• U82 2782 S18'40'S6"E
15L100' WzOp s L I - L772 ,g 216.6,Y 9$ U83 3305 S85•aT24'W
U S31'40 17"W
I \ W YM `>�, .. ` I / L765 26.61 514'34'19"E
+... r_ - - _ - - - - - - - - - - - - - - ..- - L166 32.26 N82'2T01"W
II -r � - - - - - - - - - - - - - I - - - - - ( ) - - - - - - - ` - - - - - = = TOP-47.a7 L187 28.14 5825011"W
,SEWER N42 URS
CLi48M. 7y3.S3' TOTAL
I I SSMH
S511N I / -�•-^ I I G� I Elr4$.66�- ------o-=----- -------L--- '1 ' V=37.74 - L169 51.07 N59'53'39"W
INV 4 33 / Li89 31.07 N48'3T44'W
SSMH
II Mv 34 „ (VERIFY) _ E%ISnNO B' sEWFn L6E (APPROXIMATE LOCATION) NEW/- FRONTIER WAY - ---- -- - B' SnA'�LJn� -- SLiwr Line
N�- j II 60' A/W ._(PUBLIC) 20' RADII I TOP-46,3p w.,t`j '
�'�'�' �� � L170 34.81 N41'59.14"W
Lt 71 22.28 S85'15'49"E
SA-GEN II, LLC. I '
LOT 1, PARKWAY INVESTORS, LLC1%IV 36.33
-- c, " " L772 95.95 55732'03'E
D.3.1892 P.373 - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - .a - - - - - - - - - �• - - - - - -
M.B.41 P. 231, SL. K-1170 I I I
JACKSONVILLE BU'LDERS SUPPLY �� - - - - - - - - - - - - - - - - _ _ - - - _ _ - - - - - - - - - - - - - - - - - - - - _ EXISTING CONDITIONS
ZONED CC ( I FOR
1 N/F
1 ONSLOW INVESTORS, LLC CITY OF JACKSONVILLE AT
I II 4 1 T-
1 a FT N/F I MILLER-MOTTE COLLEGE FACILITY
Ig"\ !ski i I �Y ' TRACT I I D.B.TRA 11001 SITE ADDRESS'D.B.36 9. SL. L TRACT II
M.B.4BV P.ACANT S�TL-6B9 M B VACANT LOTL-689 105 NEW FRONTIER•WAY
I j II II' I wf- ZONED B-1 ZONED CC TRACT I JACKSONVILLE BUSINESS PARK
p I 111 1 EXISTING SITE DATA: � PREPARED FOR
ONSLOW INVESTORS. LLC
►+ I; ; �, .� NUMBER OF LOTS = 2 3684-C HENDERSON DRIVE KTJ 254, LLC
NUMBER OF EXISTING BUILDINGS = 1 JACKSONVILLE, NC 28548
EXISTING USE(S) = COLLEGE AND UNIVERSITIES 910-547-934a JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
SQUARE FOOTAGE OF EXISTING BUILDING(S) = 13,332.00 SQ.FT. PREPARED BY
SITE ZONING = CC
TOTAL ACREAGE = 139.482.56 S.F. (3.20 ACRES) OMER JOHN L. PIERCE & ASSOCIATES, P.A.
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS ACREAGE IN ACTIVE RECREATION SPACE OR OPEN SPACE = 55.91% CITY OF JACKSONVILLE
DRAWN UNDER MY SUPERVISION FROM AN ACTU y1 ,1(` OWNERSHIP STATUS (RENTAL, CONDOMINIUMS, ETC.): OWNER P.O. BOX 128 NORTH CAROLINA LICENSE No. C-1888
A� 11 JACKSONVILLE, NC 28541
MADE UNDER MY SUPERVISION (DEED REFERS QE& '>, ONSLOW INVESTORS, LLC 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
HEREON); THAT THE BOUNDARIES NOT SURR��9 `• TAX MAP AND PARCEL NUMBER = 339-20.50 910-938-5200 PHONE: [phone] DATE: DECEMBER 8, 2014
...•,
CLEARLY INDICATED; THAT THE RATIO OF Cf DOFESS�•, O� DEED BOOK MAP BOOK RAND PPAGE NUMBER = DB.3622,GPG.354 N-71 DEVELOPER,
SCALE: 1"= 4O� F.B. 826 , PG.11 -
AS CALCULATED IS 1:10,000+; WITNESS f\U <
ORIGINAL SIGNATURE, LICENS RE NUMBERZAND:SEAL CITY OF JACKSONVILLE KTJ 254, LLC JOB # 2014-12512 Email: (Larry) draftp4®�1pnc.com
S p = 5125 COUNTY ROAD 101, SUITE 100
THIS-fjf_ DAY OF ___ N���_ ,MO44 ' . �a"7 TAX MAP AND PARCEL NUMBER = 339-20.51 MINNETONKA MINNES07A 55345. GRAPHIC ,�jCALF.
•••• :J 5qL MAP BOOK AND PAGE NUMBER = M.B.51, PG.89, SL. L-1426 JOE HUGHES -
-% DEED BOOK AND PAGE NUMBER = DB.1415, PG.1001
_ ____ 952-540-4181 40 D 20 40 Bo ;:�-------
JOHN L. PIE . . . L-2596
`rj,�••••°••••••• �� UTILITY COMPANY = JONES-ONSLOW EMC REVWONS:
�. rpG� \\ CURRENT LAND USE DESIGNATION: COMMERCIAL & INDUSTRIAL 12/15/14 edded droMroW PW At sV ctun ,M,dMI„
..♦�Igpt�PIEFkG \"\ 1/13//115 revised � city tre c.rr.nt• ( 1x FEET )
REF: 1 inch - 40 ft.
SHEET 5 OF 10
D.B. 362Z P.354
D.B.1415 P.1001
TRACT II M.B.51 P. $9. SL L-1425
G:\Projects\OPPIDAN Investors - Miller Motto College 6ase.dwg Jan - am

_`TML�TMLL_`rMl-.�� MEADOWS GATE LLC
CURVE TABLE �TML rML�� D.B.3295 P.472 --�
� TML M.B.58 P. 163
CURVE CHORD BEARING CHORD DELTA RADIUS ARC TANGENT TML�_rMl `�TML �� VACAN
ZONED B�7
C7 N 4.46'1 182.91 i61 '1 " 648.27 183.52 92.38 / _
_'_TML'�rML _` L�_rML�f TML 1s9B, P. 119 _
L� _�TA4L TML^�„ ONSLOW COUNTY HOSPITAL AUTHORITY D.B.
TML _ TML�_ ��rML vncaNT LOT
Iw 1ML__ TAIL_TML` L -� -� 43w ' L rML_ --� L��TINLi`ONED B-1 �_ -� __ \,\*" B'.VD
eS _rM N�1.0s WILUAMSERM
PARKWAY
- 170
DUK L`-ATM ` I
ALE � OCKSONV N FRONTIERL j � CKEDGY R/W rP #14 WAY ?
=
�` f TML�� / / 1 SJz7s'Zo g 230 k v LIN
Ems_ f T1NL`_rML ^ •�"'/ TML f71IfL iML_�TML_ `" ` (PUBLIC) rLiL�_rML�_7ML��rML�= 4P �
N LMEN
f __ n"Ly_rML�_ >�L TML -- °S >ML VICINITY SKETCH NOT TO SCALE
�"�TML�•.�PP�
LEGEND: IRON STAKE
SISSET [
TML-�_IM EIS - SET IROO N STAKE
`� -TM L EIP - EXISTING IRON PIPE
f TML1_•TMLI L1_TML��TAAL�_ ECC PK - CONEXISTR PN CORNERFIR ECM - EXISTING CONCRETE MONUMENT
__ IL
SPK = SET PK NAIL
END- EXISTING NAIL
14a-`• `_ f E I L•-�� (BM)- BENCHMARK
_ 44 4�4�-,3��� �` rML _ CL = CENTERLINE
b_4, `� �'`=��'_ 42 f '�` TM(; R/W - RIGHT OF WAY
�d Cw •q 48 ` '--� --_,�� f MBL = MINIMUM BUILDING LINE
' •-• _ BOP EDGE OF PAVEMENT
/ • _ _ `� __�-- ��45 �•> `'� f BOC = BACK OF CURB
IINQ
'1� I • -_-_ --`44f'��.�_ 4S� "`�� CO = SANITARY SEWER CLEAN-OUT
WM - WATER METER
APPROX.DETENTION POND I' i x _E/xISSILT IME • •�•- - �4J 4J� _43 4�Ty f f _�• E LP - LIGHT POLE
/ P I • I �' TO BE REMOVED • ` �� PPT - POWER POLE WITH TRANSFORMER
/ / I ' I \ �`�-��•_ 43 1I _�� SL - SECURITY LIGHT
/ // �\ g ; 11 i I • �1` _4Y`� CS - CATCH BASIN
\ \ / / / \ I I 1 I 1 `V I r v / '\47-may JB - JUNO NONOf . DROP INLEBOX
` \ i I/// I • 1 47 �48$� -�_ RCP - REINFORCED CONCRETE PIPE
49 I INV - INVERT
/ � • i 30� � FES = FLARED END SECTION (PIPE)
\ \ ` \ \INV•30M \� / / / DAVID MICHAEL &HEATHER CHOATE \ I I I \�' 57 �`1- AC. - ACRE(S)
D.B.2602 P.135 \ v I • 1 • • /�' Sy SF - SQUARE FEET
�+L /�` / 1 Nov= WATER VALVE
M.B.50 P. 56 t 4 I/ 4 I 1 I I I C54�$J`,'� pd W- IRRIGATION VALVE
KITCHEN & LIGHTING DESIGNS UNLIMITED N I • I / FOC - FIBER OPTIC CABLE BOX
ZONED CC 1 I I c i TLB - TRAFFIC LIGHT BOX
II a ^ \ I �G ^50 NTS - NO.
TETO SCALER
\ \ i� J / / • { Z • I MW = MONITORING WELL
S$MH = SANITARY &SEWERUTI MANHOLE
_���' • \ • I / /\> Ap D&UE = DRAINAGE & UTILITY EASEMENT
'PNO' 8 A0 J - I ! 4 / I I D.B.APG.- DEED BOOK,PATE, & ACCESS EASEMENT
EXF\SF A9• _ � 4 126'4$' W 93.74' I I/ 49 iRW i M.B., -- MAP BOOK, PAGE
• /147 1 --UT-- = UNDERGROUND TELEPHONE LINE
\ , \ \ / J 4' CHAIN LINK FENCE WITH SIS I __EE_ = OVERHEADUND POWERLINE ELECTRICAL LINE
^ \ \ / /, / �' • • BLACK VNYL COATING CITY OF VILLE I -X----K- - FENCE
\ \\ \ \ // J / /// ✓• • I -SF- = SILT FENCE
PORTION TRACT II
'�\ \ //f % / /� /•/•�, - _ _ _ _ __ __.-I. I I
M.B. P. 89 I 9 O
\ \ `�� �` \ \ \\ \ / / // �/ / / / / •/•.� - I • 125 ACRES I �pp - POWERPOLEEXISTINGT - EXISTING
I
\ \ \ \•\I�'�\\ \\ \` \ / / i'�/ /• / i•'/•' - __ ' i SILT I I N/F # LP - LIGHT POLE
\ '\ \\ R \\ \\ \\\ \ �� \ / / /_ �41� A5''/ / - 4/ei' TO BE REMOVED��• • CITY OF JACKSONVILLE :.
/ �(v /i' I D.B.1315 P.1001 O = SANITARY SEWER MANHOLE
\ ``� V\ \\\\\\ \\\\ \ \\\ \\ / // / // �� /4'S' I TRACT II
\ \ \ \�\\ V \ // / / // • I K VACANT LOT THCPS = HANDICAP PARKING SIGN i
I� M.8.62 P. 37, SL. N-71 HC HANDICAP
�• \ \ / /�C / 45 _ n + n ZONED CC
\ \ \ �\ \ �\\ \\ \ \\ \ \\ \\ // / �(,P� ��C+,�•{��' �A4 f•" Jr� IA • I I � = HANDICAP PARKING SPACE
\\ `\ \�\\ \\\ \ /' �\ ` \ / a9/ ��/ // 9••-/ `//��_4Yf✓ ' ^ I I S�� =TOP PAINTED STOP BAR
STOP SIGN
cli
\ `�\ \\ \ \\\ \ \ \` p9� "t�3-�'O� C // ��� _-- f I r•, '(•. p • I I CPS" 'COMPACTGPARKINGLISPAC�ISTURBANCE LIMITS
\ {y
\ `\ \� \\ \ \\Y `� / �� p3� // ' I r •pp i I �.' \`I = PROPOSED TRAFFIC
TRAFFIC FLOW
111,
\\ ^ \ `48 p1 / / ���' --'46 (N.j 2 •r0p n �� t)9-.'.'..'I\ •�F = STEEL BOLLARD NTH CONCRETE FILL
\ \ APPARENT S4 ^ I EXISTING TRAFFIC FLOW
^' \ +17.47 EXISTING SPOT ELEVATION
J(, , ` \ pno" A / C C] 1.:.__._ •-___.___. L_ _ _ _ _ _ �; L-' V • r, I -�.\ 0.00 _ PROPOSED GRADE
i0 I MV-40. _ -CA a o < ; Il \
\ / \ 1P r r 6
\� 5 N BI .P -•-.J Z5b.
I \` - MATCH EXISTING GRADE
/ PROPOSED GRADE AT TOP OF CURB
�� J ,;1 dO1S aUNPetelM *J✓ _ _ C ,a 1 . 't161 PROPOSED GRADE AT TOP OF WALK
\ >O TOR.A4690a \V r ��" v �,e.,ra EXISTING POND LANDSCAPING TO REMAIN - - - - r \ _
IN 5'RAD. 1 a s ,01 I ��• i6z -_, DB,L_,-= DRAINAGE BREAK UNE
y \ \ I \ 1 qp EXISTING ASPHALT PARKING \ < p 1 1 �y 9•••�
\ Do' 4 11\ \ 't 5 'g , , �♦ \ o / i { 7 1 ' = DOUBLE CONCRETE BLOCK FILTER
yryV. 96 ��11 46 \ \ 1 ,,. . .: r0. e.q O' C 1 q6 • . I 1 j ;11 +•-9
\ \\ \ .4' 1 I A'Ct '�7
in
= GUTTER BUDDY OR EQUIVALENT
\ I \ b4� 1 P4a +pr I O A ; �.. e = FLARED END SECTION
\ \` \, \\ 4 \ TYPICAL 404 wetlanda I
\\ \ \\ \ �� ^ T 1 W % rJ� �'So 12,563.43 g f% I 404 wetlands
1 V o\N \\\` \� \ 6 . e_is i off atte
\ 1\.\ p QG �., I o zs c a \
c I s 4 / 1 / / ,;; .;•;� i �. <t WETLAND LINE TABLE
MORGAN FUNERAL HOME IN^_. \' ` ,\ 1'n 11 f SBCF� �SBCF . � TnI F C �• //' // ��� •'1 I' J I ` �
LOT 48, PARKWAY INVESTOR$, LLC ` \ `\ ..9 y/ \\ 1 \ �' 1 1. 1 .• •I L743 25.58 S46'S0'S8'W
{D \7 I I ''•.' 1 6 .�~ L144 42.54 S52'37'51"W
D B 2297 P.�59 a' \ '� A 1 1� \� , 1 _ 2 .0 ' , (( ,�Q4 w�IM¢
M.R 46 P 203 ��\ 11 -O IC 14 1 \ 55`'S1 },14 E.S SIt1¢WALtf?: / 1•�',.171•,9d'}R'.'.' ••.'••'� C.. I �,\0 L745 40.69 N75'S4'3B'W
MORGAN FUNERAL HOME , �' i \� 1 19 I R,Pa - f 4',p I ='ii i s l' •t>d' } I
ZONED CC L C�\. I' O 1� 1 Ifs \ \ , // h l p• . .• M;.';•;.',•;.,, 1 �� L146 32.72 N31'59'19'E
y,. 1 1 I _ - S✓, (`} ` 1 1 ; I : L147 40.82 N44'09'34'E
'f p L148 20.06 S72'31'11•E
2 I to / 1lDIS0.9•b1. '.'I
1 a .1 o, L 1'A01�'i4ee 1 1 .)
EA F EM Li ON / / � �1
L✓ I q 9 o-> wIl O s,` a ( X b ^ / 49 24.95 S78'ST38'E
!1' / ��11 •�. • 4 a , 1 S EXISTING 'I t AREA OF DEMOLITION l, �!�•,;;,.. 1 C1 L150 12.64 4'
1 \ s I \ Q e 40. h ♦ 0 / 1 / 1 I 'o / L750 12.64 S13'04'S6"E
\ $ I w w i / 1 52 I �1 U51 26.71 N66'46'47'E
1 ` It I ylM ♦_ EXISTING ASPHALT PARKING BIKE PACKS t '- r / / ; '/
N I a l 1 N2 08 28'W
o�, 1 11n% a, \ ' 50'MBL '" _ w l.k' _ _ _ _ _ _ ___________ ______ L __ _L __ __ - / 5-- L153 31,19 N36'13'28'E
______________________ ______
- .� I -*- �9 ----------------
-u S- TYPICAL � 1 V1�'!yN' '• -_----- � L154 31.80 N48V5'1TE
�y, �_ ( 1 1 70 p $\ _ f QI• a r 4 P 9 p 4 n / V+e', ' • �'� �`�8 L155 31.77 N40'52'24'E
° > 9' _ / ' i� iIt, ` 1 , vv / �� f 35' MBL PER ADMENOMENT
4 `` > p • I 11
- ^f� _ __ _ _ _ __ _ _ _ ' _ _ / _ __________________1 •�___-_______ __ ____________________ L157 32.79 N88'00'28'E
\\ �1` I M � '`• 24.00' I'•"•• 1 xlx ^� �n� ''1 w NIJ�
46 -�-� L158 25.41 S57'44'33'E
I 1 + ,y / L161 25.56 S29'59' 4'W
� STING B', wAtElt tA� APPR079MA1E LOCATIQip� +-. / _''
�.- .- .=.(L .- +�_ ._ r•-• L18/ 28.58 S29'S9'S7'E
1 ) 't 3 RICH 'RU9 SCREENING LB�SRtEET LAWN 11NE-_ TT �_ 6 SIREET LAWN UNI:_
-� -yry]C- T- � L162 27.62 SIB'40'56"E
EIS ,� gals doll 1 dOls 112 �.-47
_ - /•BOO' pypp' � I 9 •-" 1, EB TB �B,By' 91$� L163 33.05 585'47'24'W
.; L164 30.87 S31'4p'1TW
04 7.7..,�: - - - _ - _ - - - _ _ - - L165 28.61 S14'34'19'E
L186 32.28 N8227'01'W
-� - - - - - - - - - - - - - - - _ - T) - .. -_PSSMH
I SSW \ SEN47t '� 3'� � K -------- - / TOP.4L67 L167 28.14 $82'50'11'W
w� TOP-47.19 I / �- NCE I o-• I WRB W Q'� -/ L169 31.07 N59'S3'39'W
I I AREA OF DEMOLITION 47 MV-37.74 L169 3t.07 N49'3T4a'w
II NV.34,AT�„ (VERI - EXISTRNi a' SEWE7t LBE (APPROXIMATE ,WN) NE i-RON TIER WAY _ _ _ --- B• aanr Llm f[•�wr Lln.
---- ------- - ----- ------�-----'�= _-----_-----v,r�
N/F I i I I 20' RADII 60' (PUBLIC) 20' RADII SSIAN4a,3p - - ..� - - L1711 22.28 S6555'49'E
SAPEBEN II, LLC. II 47 -� - 1n1v-3ea3 /A1/� L172 95.95 S57'32'03'E
LOT 1, PARKWAY INVESTORS. LLC I I I - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - - - - �-
D.9.1892 PEST e _ - - - - - - - - - -- - - - - - - -
M.B.41 P. 231, SL. K-1178
JACKSONOLLE BUILDERS SUPPLY I I
DEMOLITION PLAN
ZONED CC
IIY
i II 4 ��rS I N/F
lj RQI
II %WV ONSLOW INVESTORS. uc I N/F FOR
I CITY OF JACKSONVILLE MILLER-MOTTE COLLEGE FACILITY
�� D.R3677 P.149 °BTR'CTi °°' SITE ADDRESS:
II II i I� 1W M,B.48VACANT LOT
M B VACANT LOTL-689 105 NEW FRONTIER WAY AT
ZONED 8-1 ZONED CC TRACT I JACKSONVILLE BUSINESS PARK
I ! N II 1 I I EXISTING SITE DATA: QMEg PREPARED FOR
' I ONSLOW INVESTORS, LLC jt�is
NUMBER OF LOTS = 2 3684-C HENDERSON DRIVE K TJ 254 LLC
NUMBER OF EXISTING BUILDINGS = i JACKSONVILLE, NC 28546 -
EXISTING USE(S) = COLLEGE AND UNIVERSITIES 910-547-9344 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
SQUARE FOOTAGE OF EXISTING BUILDING(S) = 13,332.00 SQ.FT. PREPARED BY
SITE ZONING = CC
TOTAL ACREAGE = 139,482.56 S.F. (3.20 ACRES) OYME13 JOHN L. PIERCE & ASSOCIATES, P.A.
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS ACREAGE IN ACTIVE RECREATION SPACE OR OPEN SPACE = 55.91% CITY OF JACKSONVILLE
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL V �/ii OWNERSHIP STATUS (RENTAL, CONDOMINIUMS, ETC.): OWNER P.O. BOX 128 NORTH CAROLINA LICENSE No. C-1888
Crystal Coast Engineering, P.A. MADE UNDER MY SUPERVISION (DEED REFEREN 18N `2r , ONSLOW INVESTORS, LLC JACKSONVILLE, NC 28541 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
/ �\\ �+` TAX MAP AND PARCEL NUMBER = 339-20.50 910-938-5200 PHONE: [phone] DATE: DECEMBER 8, 014
Civil and Environmental Consulting Engineers HEREON); THAT THE BOUNDARIES NOT SURw��! q r 2
CLEARLY INDICATED; THAT THE RATIO OF P ISli�1J.•' F •• 9 f. MAP BOOK AND PAGE NUMBER = M.B.62, PG.37, SL. N-71 " PG.11
David K. Newsom, PE AS CALCULATED IS 1:10,000+; WITNESS MY� QAO ES'S/ •O1' DEED BOOK AND PAGE NUMBER = 08.3622, PG.354 pF\ I,oPFR: SCALE: 1 = 40 F.B. 826
John R. Freshwater, PE ORIGIN SIGNATURE, LICE�'�6UR NUMBER �IUAL ��S 2 r CITY OF JACKSONVILLE KTJ 254, LLC JOB #2014-12512 Email: (Larry) draftp4®J1pnc.com
205 WARD RD. #3, SWANSBORO, N.C. 28584 THIS DAY OF _��___ . 20 3E F p- TAX MAP AND PARCEL NUMBER = 339-20.51 5125 COUNTY ROAD 101, SUITE 100
PHONE: [phone] - FAX: [phone] ;r- L•?5,9� w MAP BOOK AND PAGE NUMBER = M.B.51, PG.89, SL. L-1426 JOE HUGHES MINNESOTA ss345. GRAPHIC SCALE
License No.: C-2553 DEED BOOK AND PAGE NUMBER = DB.1415, PG.1001
_ ! 952-540-4181 40 o 20 40so too
JOHN L. PIEFiC&-11:1.5. L-2596 MuU,V � :• ���
�,� /',� �/ • .... . \ UTILITY COMPANY = JONES-ONSLOW EMC IEEM9S/0N15:
, I � \ '•,a<• pIE41�1G`,�1' CURRENT LAND USE DESIGNATION: COMMERCIAL & INDUSTRIAL '�35/154 6 wbe naq•��!mstructure adNAulop
1/14//115 rowed Per city ( 1N FEET )
REF:
i inch - 40 it SHEET 6 OF 10
O.B. 3e22, P.354
0.8.1415 P.1001
TRACT A 111 P. 89. SL L-1426 G:\Projects\OPPIDAN Investors - Miller Motto Cortege\baee.dwg Jan i6, 2015 - 8:°lam
I

REVISIONS
W
2
aa�
a
i
/ J
i
�S 4' CHAIN LINK
CK VINYL C )My
1.5"1TORAGE l� 72.1'
/ (ElE 44.00) .5' 29.27
- �� �•�^ ( NEW ST. DRAIN
J / �Rt"' • `� ---- INLET (SEE PIPE 3 FOREBAY
/ a SCHEDULE) 132' I
A
•� A � �
EX. FES "�
/
IN'J=42.00 �� -
C
O
(VERIFY)
`al O
-MAIN PO D I � � i5' � I � �I� � t2 r o
S 0 o + MAIN POND G T —1 catw c O N
W I I m BOTTOM/ I C C " a
Z Y rY� p (ELEV. 33.00) L W
JUNCT ON BOXEXIST NG " E - t I I n NORMAL POND I C 0- CL Z vN
Z P O 1
i NEW ST. DRAIN (ELEV. 42.75) N �
L_______________________ NORMAL PONO_(ELEV_4 __ INLET (SEE PIPE .0 M Ego <V
O I - ----------- SCHEDULE)
0 I 10.0' VEG. SHELF (TYP 1 4.1' 9• ' IC ro 4) Z 3 Z a✓ a)U
o —•�� 195.7' 4-J 44)) � Y o o _j
RCP es �. r EX. 12"RCP (n E O O N
DUMPSTERS g
EXISTING Prnnrn. ANnSCAPINGT1QFR��4GE � r `w. Pb20ptS5E05' 1lUE)A D o t Cr v1 w
k 0 oO � MZ
(ELEV 44.00) U ¢
CONVERT EX:-aAa c
INLET INTO JUNCTION BOX W 3. O Co
M0
O O li.i
Exist Treatment Pond - Plan Desgin Pond Dimensions & Layout " 0
X
Scale: 1" = 30' Scale: I" = 30' V CJ
CL
Pond is existing and only minor modifications are necessary (see below) :
Required Work Items:
1) Confirm Pond Dimensions & Layout - Expand if Necessary.
2) Confirm Design Pond Depths - Excavate as Necessary. NOTE VEGETATED SHELF PLANTINGS Only For Use if Additional Plantings Required
Contractor SHALL include vegetated shelf plantings into his scope of
3) Restore Vegetative Plantings as to confrom to STORMWATER POND VEGETATED SHELF PLANTING SCHEDULE �y
work. These plantings shall be installed immediately upon completion
Planting Schedule as Necessary. of fine grading activities. Upon installation of selected species, NOTE:
contractor shall fill pond to normal pool QE shall be responsible for 1) Planting schedule applies ONLY to the POND vegetated shelf.
4 Remove and Replace Outlet Structure as Shown. periodic Irrigation of plantings to ensure their survival. Engineer 2) Prior to planting, Contractor shall estabish correct and unitorm grade and
p CANNOT certify this stormwater facility until such time as plantings spread 4" topsoil material over all areas to be planted.
5) Raise Emergency Spillway as Shown. are installed and demonstrated viable.
SEEDBED PREPARATION NOTES,
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
Z AREAS TO BE SEEDED SMALL BE RIPPED AND SPREAD WITH AVAILABLE Contractor shall plant the lower 5' of Contractor shall plant the upper 5' of
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6• DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE vegetated shelf ties. below normal pond. with vegetated shelf (ies. above normal pond) with
SURFACE SO THAT THEY VILL NOT INTERFERE WITH THE ESTABLISHMENT AND 10' Veg. Shelf 3 different varieties from the below list. 3 different varieties from the below list.
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, Acceptable Shallow Water Plant Varieties Permitted Shallow Land Plant Varieties
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING 5' Above 5 Below
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 18 LBS/1000 S�F, OF SUPER CONSTANT POND SURFACE AREA 14,566 S.F. 2 EL= 42.75 Perm Pond Perm Pond Botanical Name Common Name Botanical Nome Common Name
PHOSPHATE. 1.5' DESIGN SURFACE AREA = 16,802 S.F. a EL= 44.00
S. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST Herbaceous Plants Herbaceous Plants
REPORT, APPROX. TOTAL POND VOLUME = 55,796 CF Seed and mulch and/or Acorus subeordatum Sweetflog Ascieptas incamato Swamp Milkweed O
6. LIME AND FERTILIZER SHALL )E APPLIED UNIFQtNLY AND MIXED WITH THE SOIL ACTUAL FOREBAY VOLUME = 11,803 CF (21.2% OF TOTAL VOLUME) Centipede Sod (See Genera Alisma subcordatum Water plantain Corex tenera Quill aed e
DURING SEEDBED PREPARATION.
Planting Schedule) Hydrolea quadrivalvla Waterpod Chalons glabra White Turtlehead
Iris virginiea Blue flag iris Eupotorlodelphus dubius Dwarf Joe Pye Weed
"Shallow Eq¢d Vegetated Shelf Plantings Permanent Pond Juncus effusus var. pyloel or Eupatorlodelphus fistulosus Joe Pys Weed ^I
(See Veg. Shelf Planting Schedule for 1 Elev. B solutus Son rush Eupotortodelphus maculatus Spotted trumpetweed
acceptable varieties and planting density) G" Ludwigla spp. Primrose willow Hibiscus coccineus Scarlet rose mallow
Peltandra vlrginica Arrow Crum Hibiscus loevis Holberdleof rosemollow
"Shallow Vegetated Shelf Plantings I Pontederia cordato Pickerelweed Kosteletzkya virginico Seashore Mallow O Q
Water" 9 9 Sa Ittarla latifolla Duck Potato �,
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT ELEVATIONS SCHEDULE /3:1 Bottom Slope 9 Lobello cardinals Cardinal flower C ;; Z a
(See Veg. Shelf Planting Schedule for / Saglttarta Ianclfolta Bulltongue Lobelia elongota Longleaf lobelia O �C
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE acceptable varieties and planting density) Saururua ectuscernuust Lizard's tot Lobelia spora lca Great blue Lobelia 0-
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND LOCATION DESCRIPTI13N ELEVATION Schoenoplectus ame icanus toni Son stem bulrush Rhynahrum b dolmacolor to NarStorow
umeg op
REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR 'Al' MAIN POND BOTTOM 33.00s Schoenoplectus punge s var.
Threesvuare bulrush Saccharum baldwinti Narrow plumegroaa 3 3
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER-EXCAVATE" THE POND 'A2' FOREBAY BOTTOM 34.00w Sahoenoplectus pungens cur. Shrubs V
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER B. PERMANENT POND 42.75 Pun9ens Aroma arbutifollo Red Chokeberry
PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO 'C' TEMP. STORAGE 44.00 Vegetated Shelf - Typical Section Scirpus cyperinus Waolgrass Cephalanthus occidentolis Common Buttonbush yy�,���
DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE 'D' 10 YEAR STORM 44.67 Zizoniopsis miliacea Giant cutgross Clethro alnifolla Sweet pepperbush V) O
PROVIDED. 'E' 100 YEAR STORM 44.96 Scale: None (Vertically Exaggerated) #3
Minimum planting density shall be 50 plants Minimum planting density shall be 50 plants Q
■ INCLUDES REQ'D Y SEDIMENT STORAGE ZONE, per 200 sf. Therefore, Contractor shall per 200 sf. Therefore, Contractor shall P 2 V
provide 1332 total (444 each variety) Shallow provide 1083 total (MI each variety) Shallow W
Water Plantings. Land Plantings. 0 C) d 4
0-
8' Min
Berm Remove Existing M C
m
and Install New sl O~
Outlet Structure S.H .U0
Raise Emergency Spillway (Elev, per Site Plan) NZ(See Detail) Elea. 45.00
��LI
Elev. 1 t MF Elev. "E" 0
------ ---• " m 3 = (100 yr storm) a 5
1 Elev. "D" 10 storm. Exist. 10' 1f— _ 3 O 'g
Veg. Shelf j N
Elev. "C` 1-1 "" rElev.)
Inlet Pipe (Size & O Q Il
Ex. Outlet Pipe (Size per Drainage Plan) permanent Pond Elev. "8" a Material per Drainage Plan (j ;.y
a, >.
x .F _ W
n l+. IV e
--_ �\Draw Down Orifice O o. - -- M--i
cx. Outlet Protection—/ Ex. Anti—Seep Collar Aaay. (See Detail) v °� rn 3 - - _ 2 ^4
(See Erosion/Sed. Plan) (See Detail;
Bottom Elev. "A-1" - Elev. "A-2"
JAN
Supplement Vegetated Shelf Plantings SCALE: NONE
As Needed (See Planting Scedule)
Ex. Main Pond Ex. Forebay DATE:
PROJECT:
Existing Treatment Pond - Section
Scale: None (Vertically Exaggerated) LI I' I I l I ggO \l DRAWN BY: JNC/DKN
NOT RELEASED FOR CONSTRUCTION
SHEET 7 of 10
G:\Projects\OPPIDAN Investors - Miller Matte College\pond detoils.dwg Jan 16, 2015 - 8:36am

._. . Ji •. -
, 1
i
REVISIONS
1-1/2" Steel End Bar
NOTES „Spot" Weld Typ. 1-1/2" x 1/4" \
1) OUTLET STRUCTURE SHALL BE
Steel Bar ® 2"
10' Vegetated Shelf PRECAST SQUARE STRUCTURE AS 6" /O.C, ��
MANUFACTURED CAPE FEAR
5'-0" PRECAST CONCRETE, INC. OR
t 5'-0" Square 6" Min EQUAL. <;
Q a
Typ.. 3) PRIOR TO FABRICATION OF
0 v B-1 PRECAST STRUCTURE OR STEEL \ "Spot" Weld Typ. a
0 .2 (A GRATE do FRAME/TRASH RACK, 6" Clean-out Cap,, 10' °
m m _ Grate & Frame a CONTRACTOR SHALL PROVIDE
Q u Outlet
�ee Data�) o SUMBITTAL DATA (SHOP \ Structure "a a ".
m DRAWINGS) TO ENGINEER FOR Sto�aae Elevation \\\ Wall a o 1-1/2" Steel a
REVIEW AND APPROVAL. Elev. C U ad o Angle
Frame Cont. °` a
_ _ _ _ es
Draw-down Orifice
Assy. (See Detail)\ .. 1 6" PVC 3 i° o &' ° 4
\\ C
z � Tee Z-Existing „
U
.o Outlet Pipe / .a
Trash Rock al v)—�. Permanent Pond w 6" PVC .a.
I 99 / °
a
Typ. 3 Sides Show
f for lev. 6^ Min. Cont. Grout o
(See Detoil) 1 Clarity _ .__ _ Seal
Excavate area around ELEVATIONS SCHEDULE 6" Cap w//� 44 °
2_Q" Drilled Hole 'Spot' Weld Typ. v e
orifice assembly as to L LOCATION DESCRIPTION ELEVATION iaUet
provide unrestricted flow L — — _ Structure d°
— — — — — — — — Al' MAIN POND BOTTOM 33,00 °
'A2' FOREBAY BOTTOM 34.00 ° <
B. PERMANENT POND 42.75 1-1/4" Steel a 0
'C' TEMP. STORAGE 44.00 Bar Stock
B-1 'D' 10 YEAR STORM 44.67 y ro I
'E' 100 YEAR STORM 44.96 Draw Down scale Orifice Assy. Grate & Frame / Trash Rack �, 00
■ ConFrin ExistingInvert Prior to Fabricating TOP VIEW e No scale L w ci c M
N cawz ��
a . 04
C S Eo �
0 3:Im E .
CU (nW3 : �!
W C _ (n
0' Vegetated Shelf E Y O 0O t r�0 � tnw
11 U O ` 0 o � M �
5 -0 V " Q0M
_ 3a_m
6" Min.— 5'-0" S uare -^6" Min. w M
6" Min _ 5'-C" ISguare 4 " Wer NTS -0 �I 0
Typ.. S )0 LO lij
Berm Top Berm Top
N O
Grate & Frame 1 >
Too Elev. "E2" p —(See Detail) Emer enc Spillway Emer en S illw v Too Elev. "E2" - / , U a -
Elev. "D" (10 yr storm.) p Cont. Grout 510 e Trash Rack . ' p Elev. "D" (10 yr storm.) V
,•/Seal See Detail
Trash Rack Precast Weir Berm ( ) � 1.
(See Detail) 3 Sides Precast Hole / \ .� ' ' 6" Min,
E'ev. C (Storage Elev.' p Precast H le � � � 1 4"
for Outlet Pipe---. � p. for Outlet Pipe ''� � _-p Elev. "C" (Storage Elev.) Pate
Ex. Outlet :pe (Size per Drainage, .. I�.,
Draw-down Orifice ! Same Material
Plan) Confi•m Invert Prior to Precast Hole ,,•,) ;��
Assy. (See Detail)-- Precas Hole Orderng Precast Outlet Structure for Orifice Assy d .�a as Pipe)
Elev. "B" (Permanent Pond) p rfor Ori ice A .'"'' ,T �� . Elev. "B" Permanent Pond Cont. Weld)
Typ. Bottom Elev. "'ttt"` ' '.' c `
ant Gr ut Seal / to CMP c ,�I))nr
�ri77 ' .> at Structure Location * ! ' ' rr
1l _
F oar 12 Concrete Ballast IZ'; "t "' Anti-Seep Collar ( ti
(See Detail) Excavate area around orifice Floor p '
6" Min. Ex Anti-Float Block assembly as to provide r .:�
,tom f
8 No. 5 Stone 4 CY Concrete unrestricted flow Botch Area)
( ) ( 8" No. 7 Stone 12" Min.
pond '30 om cxcavot y ase to Pro
rifice %/
unrestrired flow (Botch Area) Base Slab 6'-4" S uare j Base Slab 6'-4" S uare I 54" Min.
SECTION A-1 SECTION B-1
Anti-Seep Collar
No Scale
Pond Outlet Structure Details
No Scale
O
c a a
►Xf z
a W
+' v
J U Q
r'- 4Ld 2 u
rl
o O o. a
U
m
O
o S
V) o.
SCALE: NONE
DATE:
PROJECT:
DRAWN BY: JNC/DKN
NOT RELEASED FOR CONSTRUCTION
SHEET 8 of 10
G:\Projects\OPPIDAN Investors - Miller Matte College\pond details.dwg Jan 15, 2015 - 8:36am
I ,g�

4.,<_,":00.. Ise 'II J'U I 11,1z% " -.,w. (.os_nc ° 0',^Wr - 123711, Pn•n3,^_., ucaT, H'o>Iax by Awlvr. co,e:us r•u uFm1, 'rcec>c ev?-'Hun co,v,rnp L,3',cen 5:uzlnue - Ir+sc TM r.-mn• rrov,n•e by AP-AA n ,,,irc F.-,,,.,•n 0e1c seas - ::40:1a
PLAN VIEW 18' CIA. x 35' PLAN VIEW CE f Fd PermSnen tiilp t 8ee .... ...... ._. August 15 - November 1 FILTER FABRIC SLIP RESISTANT WARNING SURFACE ISOMETRIC VIEW
D"5P COBNE6 T2'-0" Ume .. _. _. 2 tons/ce <w MIRAR 100% OR EQUAL FILTER CLOTH IN S-D" WIDTH MAXIMUM SLOPE a 12:1
�__
AND I/tE POST 4•_p- 4'-0" 4'-0' I4" CIA % 36' 5-10-10 Fertilizer. __ _. 1000 Its ae x SECURE TO FENCING EXTEND FABRIC 12' INTO (TINTED BATTLESHIP GRAY) 20'R . 3' 1 7/8' z
FOOTINGS DEEP CORNER - / 5 >< EXCAVATED TRENCH. NO BURLAP WILL BE PERMITTED. SEE NOTE 4 - VARIABLE SLOPE ¢ -RESIDENTIAL-,
FppINGS 0-20-0 ....... _ ... ... .. _500 Iba as m> NOT TO EXCEED 12:1 ,R ' S B b /-
25
L.AP DETAIL Unscorined Service Lespedeza _.. ... ... .... . ....50 Iba/aa { r 8-5 /4 z¢ 1
w w ti SEE NOTE 3
Ky-31 Fescue .30 Iba/ac T
vl - Rye Grain _25 Iba/oc N• "x>� t 3¢ o Il l l
( , VARIABLE AS DIRECTED BY PUBLIC SERVICES DIRECTOR b m PC OF
ry GATE POST HARDWARE *Straw Mulch _.. _. 2 fona/ac N. v.. S23u
- ry 8%8 PT POST - (LAG BOLT HINGE OR Wn / EORMALDUCE SPACING 8'-0• MAX., RETURN
• f f - _ TYPICAL " ' w v �} REDUCE i0 4'-0' NEAR LOW AREAS. .... .....
GATE (NOTE 2) ,I THRU BOLT) Fall Pl1 MWWd BaedRlp-Centipede:_... ..September 1 - February 28 N'
j - ... 6 CONCRETE PAD J tv
Q
4.✓r ,, .) :- rl LAP CORNER • A' Ume _.._._. .. ..... _.. .. .__....2 two/cc W w ? '�•4wP.
I,1 6' THICK CONCRETE PAD / a BOARDS 10IM, Fertilizer (low nitrogen approvetl for Centipede) (Appropriate fertilizer approved y
\ "` •I. '• TO RE 3.000 PSI AIR n a for centipede application) w N• •'ir < IF WOOD POSTS ARE USED,
'� III �! •' TO SLOP, 1RAIN . $LOPE j ENTRAINED AT 28 OATS 'n PI Rye Groin ......._ ....... ..._... _......... .. ............_.........a0 Iba oc
• w -' Centipede Seed 15 Iba ae overseeded In spring)
Y /3
p ,J TO LRAM' iv: ry ¢ MIDed ._.... __._. .__.. / ( ��-(/n'.5
'URN DOWN EDGE - u *Strl Mulch _.... ......... ........ . ............. .................._.......2 Iona/Oc V w w W~ r / ji 6' MINIMUM �` 1/2 PREFORMED
"n.,FOOTING BELOW " w y w Z �- •• E%PANSIdR STRIP
A II� r A 11 u WIMx Tsnlporery Cbver_ w W O WELDED WIRE FENCE 4' SPACE. 4'-0' MINIMUM
. .November 1 Februa 28 m e x
I%6 PT WOOD ry r x TOP k BOTTOM WIRES ARE 1D VARIE�OF
\ f I, ,,. 2' 8• m PANELS WTH Ume.._ ___ ...... _..... ..._. ._... .._._.2 fone/oa wWw wyv Zc, ,Y yj GLADE MIN_ INTERMEDIATE B' MINIMUM CURB RETURN
Q
O
ry (3) 2%4 PT o PT = PRESSURE STAINLESS 10-10-10 Fertilizer . ...._ .. _.._ ... .. .. ._ ..J50 ibil EX EN ARE 12 1/2 GUAGE MIN. •�
-' -` 4" THICK MINIMUM
r _ - TYPICAL ' STEEL 5 Oafs_.. _. __. SO Ibs/ac ��y Ya EXTEND FENCE g• INTO
ROVLDF CHAMF-R IF ry ry CREWS w w w w �N GONG SIDEWALK 6 M U�
- - I ,• - � Rye Groin _.. .. _. __ __20 ibt/ae > �s EXCAVATED TRENCH O`. �
_ TREATED �.
*Straw Mulch .. _2 tons/cc '° W �' '� �� 1/2" PREFORMED 'AR DETECTABLE VERTICAL CURB
w w
P I ' `� W W / ASPHALT IMPREGNATED WARNING DEVICES'
w
FRONT CORNER(S) ARE 6%8 PT CORNER m w N- w NOTE i SELF-FASTENING STEEL POSTS EXPANSION STRIP 12:1 MAXIMUM SLOPE.. _t -
.• GATE �c� � Bprtlg Perinarlent ... _ March i - April 30 w � PAVEMENT
(TRAFFIC
AD 8Y ASPHALT �'��. - 1/2-
GATE
H- DRIVE POSTS 24' INTO GROUND
' (TRAFFIC AREAS) TYPICAL I , Ume _. _. _ .2 }One/aC w w W N- w w ,✓
GATE ELEVATION 5-10-10 Fertilizer 1000 Ibe/ae Ml
6'-0- SEE CORNER 0-20-0 _ _. ...500 Iba as w �i" w w w N- :(III 1 III I- -
(2) 6. OR OR '"�' ?y TI T� LAP DETAIL Scarifled Serlcea Lespe leza _. _. ... _.. -.. 50 Iba/oc BRACE POSTS AT - - 'Y--
STELL PPE OLLARDS. T, I �r __ T _.. t2Ril III Ky-31Browin Foscue
Millet .. .._- ..._.. �_...20 Iba aC w w w w W y LOW POINT COMPACTED BACKFILL - _.
FKI_ED w'H -___ 1 Jl_i lT SEE DETAIL 409.04 !� .- ) 2X5 P7� ._._ _ L ' ICI I' L:I *Straw Mulch _. _.__. _._... _._.. _. .2 fona/ac I•�I- _ I-'. v- a-•I• ".; ¢ •gErCr5cTI0N I''10`^ ,I-u •'_.. ¢
SLOPE E,AAT 'III F I (2 I L 1 o r' I III '' p��� _• -I Id .= 1d ,TI i-. VARIES PER RADIUS W CURB RETDRN3 A A 2
SECTION A-A r Perr11at1ent A rtl 1 - Jw 1s - L II G I_I =
`•w`•"Y - w„s•�,•rs- _--. D Y .¢ DEPRESSED CURB DEPRESSED CURB
VARY BUT ---' '-_„�. �_.. I� /I '= - ] I :Y `I �T! 7/2' PREFORMED
a •, ti o_ Ume._. . ..._...._ ......._... ......... .. . . ....... .............__.....2 ions/ac Ti- ' ,k m m
DRAINAGE
'i SLOPE MAY VARY BUi n : I '- +aq I m e x (3) 2X4 PT I' l Fertilizer (low nitrogen approved for Centipede) .__.(Appropriate fertilizer approved m -T.., ,� ASPHALT ¢
IMPREGNATED
B=_ MAIN"AWED ' ' POSITIVE DRAINAGE MUST ry 1I P m .4+ - TWICAL '- li for centipede a lication 90' TYPICAL d MIN. MIN. TOP OF
PP ) EXPANSION STRIP
�,
(. N 4'-O' BE MAIN'AINED + � ' 110' MAX. CURB
I - , � n m � I ry 4 Centipede Seetl _.. _ _ ._ _. _ ___9G IDe/ae
ry 1 ,
�� ' I *Straw Mulch _ ... _ _ .. . 2 ions/ac ,.
... _: 2X4 PT-+ �y
•r* -� -- y iC Late Permanent _. March 15 - June 30 NOTE 2 (,. 11 -III-' III VERTICAL CURB •'WTTER
_ -, + •• 1� "w"•tl VAR(. SLOPE NOT •_
-v.' - 1-.,�-_. _I _1';._. _'_-__--- I .,...I tie r:. Ume_ _.. __ ....___. 2 tons/cc \` " ,� f; :'r TO EXCEED 12:1 LINE
P
�' ORSTE�FP A I " 10-10-10 Fertilizer _ _. 1000 (bill L L DEPRESSED CURB SECTKJN S-S
B" TYPICAL I 1 0-20-0 500 Ibs/ae T'�T ,n-I STEEL DRIVE POSTS I z 1
I-- - AST IRON MAT WITH BUILT IN TRUNCATED
r 1 , F I ANGLE Scartlled SeflOeo leeDetlazo _..... .... ._. ...... .._.AO Iba/IOC - MIN. 2s' (EXTRA DEPTH DOMES IS TO BE SET FLUSH WTH THE 1E
W'WF 2 r40M 70P - _'I Common Bermuda Gross (hulled) ..... . .. ..... .......8 Iba/oc NOTES' REQUIRED FOR UNSTABLE SOILS) CONCRETE AND THE ENTIRE SURFACE
-------PROVIDE 6.6 WI X W2.9 I 1 p 1 I I I �A ,/ *Straw Mulch __. _ _. .... _. _... _.. . 2 (wet • T�I,bOckfill into trench and compact the � i BETWEEN ME MAT AND CONCRETE GLUED
(2) 2XLFL 2 • `" soil firmly to anchor the bottom of the alll fence so that the runoff Is forced WITH EPDXY CEMENT. EACH MAT IS TO BE
8- SLAB AND MIN 3' FROM JAI
- A- G AND 3' 111
5 PT-. PG m $UfIMf1e1'Tenlporary COVer. JuM 30 - August 3 NOTES: LEAS 2 LION
24•DIA. EDGE ••° - '- 2 T go through r a fence, No runoff l to flow under the fence. T
i:.i I I Live .. . ...__ ....,.. ..._. _... .......2 fona/ae o Increase storage capacity and prolong the Ilia of the'silf fence, excavate a 1 Detectable warnings shall contrast visually with adjoining surfaces, either light
NOTES: O �f I 10-10-10 Fertilizer ...... .. 700 Bull 6"x6" sediment trench uphill along the line of posts whenever possible. on dark or dark on light.
NOTE. - r S,MPSON ST22 OF ,J I ( Brownfop Millet _.. _. . _..40 IDe/ae
1. Provide 1/2" preformed asphalt impregnated expansion strip along perimeter of P _-' "'" "-' 4. Total drainage area (lowing fo silt fence may not exceed 1 acre / 100 LF, of 2. Tha material used to provide contrast shall be an Integral part of the walking
ppad if concrete dumpster pad abuts any concrete. Sr 1N DRILL CONCRETE FOR RODS 10 *Straw Mulch __ _. ._ __ 2 tom/ac silt fence. surface.
2. Uumpster to be screened. Minimum gate width to be 10'-0" in accordance with 1. Alternative design must be approved by the Planning Division and the Building NOTES: 5. Silt fences shall not be used of pipe outlets or in areas of concentrated flow 3. Dimensions assume 90' centerltne Intersection of streets.
the City of Jacksonville zoning ordinance. Code Administrators. 1. * Mulch will be doubled if crimping Is the method used. (creeks, ditchlines, swolsa etc.) 4. Concrete shall be tinted battleshipgray. Painted surface will not be acceptable.
VILLP PI A,Wkewb CiTYofIACKSONViLLE °°" ^"'" �"°°" WS vTE2FN ,°Q a°"'"""" ® C[TYofJACKSONViLLE °gh"a"°�am' 4 Y°o ad a" C[TYofJACKSONVILLE °w"'w"�i6si a'eh rrr a`""s°"� CtT1'ofJACKSONVILLE °°a""wa vE'�h Po:°mbn'"Iraw °" CTTYofJACKSONVILLEstp 4,
C Irirmrlaa.N.G1%1 •a arm,P„:u:.mmnu n.m.<n>ewer' m.r Y` IdAree.NG2lS11 ,ml wm,,w.,Ar3e0Iw'eL1 nAmuP wxw,r.a,x.T C Al�,i,IrG fill m wni-LVaewala rtAOrN wwsr•Afrfe ear � 'C• 1•dcer3,NGiM1 va wnv Ile lmanui rtl„".v"e0,[AIOe a,lv C Ame sr.Na awl slue vwa 1M IMue"Vel2 rMtMrP wde'wTae aM1T
w•'•. A cue mAa. w rue mAa.r " sTsfi "OLD wwla osrA¢. " aGla osrAc.
DUMPSTER PAD DETAIL, ma weu8sh, A4o9.oz TIMBER DUMPSTER SCREEN IewTesd r400.oa SEEDING NeTeed oaaoos TYPICAL i4eToa4e Aaao.oa "�a awnswM ,403.01 - _
(WITHOUT FLOOR DRAIN � Tu °�; 130 MPH DESIGN (EXPO) ",,P� °,�w w,��' SPECIFICATIONS _,_ °�'.": �`" SILT FENCE earwQ PR see TYPICAL WHEELCHAIR
j�s �° RAMP-TYPE I .Yme1pA E sea
Ats.2004 i w 1 lee,bah I I I
NOTE: THIS IS A MINIMUM DESIGN FOR THE DUMPSTER ENCLOSURE ^ NOTE: THE STATE HAS MODIFIED THE REQUIREMENT FOR POSTS USED
O WITH SILT FENCES. THEY MUST NOW BE AT LEAST 1.33 LBS. PER
LINEAR FOOT STEEL POST, WOODEN POSTS ARE NO LONGER ALLOWED.
Ua- i ,•..ox S. _,H.0 Co,.,frnT Ly•m„ r .3:•r;� .. q I- 3A, 011 cx b; ,:.WI.L Co+b Lac nT,c-.. 'U]:LO(e - 12,"17 rN GFUIS F'ovicx Op PF"AI. Ca,:,the np,cye J2/200E - 12-IQ'_M PM RaA - - -- ---- -- ---- -- - - -- -- -- -
1/9- RADIUS I"-1/2" �I. E -
� EXISTING ROAD
PREFORMED ASPHALT y, c'�� `"� ,1e�'' 8"COMPACTED
•• '• IMPREGNATED
EXPANSION JOINT., ,. 6- 18- or 24' �J ti\ p-�e6i �T�6' --- - - ----
AGGREGATE BASE
op
TYPK:ALMEXPANSKMI JOINT DETAIL /2 R /2"R VERTICAL CURB k GUTTER `'� `�ia� 'dP P� Curb Inlet
R/W VARIES (SEE CITY OF JACKSONVILLE • 4.17x a 5.567C y4� I .;S��st'� .: COMPACTED FILL SUBGON
PIMIJ
SIDEWALK AND GR_E_ENWAY PLA_NS) 3' MINIMUM BSURFACE INVESTIGATION )R PORT�• 1 P U
-- SEE-DETTAIL-401,01 NOTE s (SUPPLIED BY DEVELOPER
TOOLED EDGE (TYPICAL) - 1B j� R/W \ R/W
�( P THICK 3D00 PSI 'm '�
V CONCRE-E S/We •y, ' \ /
v2�1 /4r V 12 CU4B - PAVEMENT DETAIL
�t PAVEMENT - "1 - MOUNTABLE CURB
. ® NOT TO SCALE
�.DN�oPEI TI^ - _�� ®� ,y STRAIGHT BACK CURB \ DU MIN.
TS��R 4 GONCWTE APRON \1 LENGTH
„ _ / 4• po�`r' CF- 1/2' PREFORMED EXPANSION STRIP
•VAR c5, MAXIMUM SLOPE 3 i COMPACTED UNDISTURELED 1lIrd.'°`Yi:.� I .�.r� '�sc,�a -
JNLESS APPROVED BY THE SJBCRADE SUBGRADE - r- ,ILL- / 4"� T•T' •�<3:- ,�.,a- sCORE JOINT FOR EXISTING CURB h GUTTER 1/2•
•'JBLIC SERVCES DIRECTOR. / I -i"r , 0. .moo $-,�4g', PREFORMED EXPANSION STRIP FOR PROPOSED CURB Minimum 1 foot overlap THICK I I
TYPICAL SIDEWALK with UTILITY STRIP / I k GUTTER (TYPICAL BOTH SIDE RETURNS)
16" or 12" I
6' THICK CONCRETE APRON IL t 1/2" MESH HARDWARE CL TH CONSTRUCTION
VARIES (SEE CITY OF JACKSONVILLE TILLER POURED WITH SIDEWALK o
r-0'MI,L SIDEWALK AND GREENWAY PLANS) 3' MINIMUM MOUNTABLE CURB k GUTTER 6' THICK CONCRETE SIDEWALK 3'-6' MIN. �� ENTRANCE I��I
EXISn ' VARIES SEE DETAIL 401 Ot / I ,66X 6' THICK CONC. APRON w�
NG OPA TOOLED COCE (TYPICAL / UT PLACE 1/2 PREFORMED EXPANSION p PROFILE
-_, STRIP HERE WHEN CROSSING SCORE �ET
- EXISTING CONCRETE DRIVES
-�_,- 4• CONCREOE S/W g SS VERTICAL CURB
I 12' MIN.
12 ® / 1 NOTE
PAVEMENT I
I
�'/2 12 CURB / NOTE 5 4 ,�,,,`DN SLOPEe� - 2 GEO-FABRIC (SEE NOTE)
-„ PAVEMENT 7 " . e _ • T
•r'- •r • • ': . . ':., � • PLAN VIEW
COMPACTED G U T T�-
_ 8 THICK CONCRETE APRON '�-1 I II B" X 18"
•VARIES. MAXIMUM SLOPE 3:1 COMPACTED --UNDISTURBED )_ t I`�r'7v_n II - / FILLER POURED WITH SIDEWALK UO CONCRETE BLOCK
UNLESS APPROVED 9Y THE SUBGRAOF SURGRADF THICK CONCRETE SIDEWALK 3' 6" MIN. R_ 0 000000uuaua
PUBLIC SERVICES DIRECTOR. : 6" THICK CONIC. APRON construction Specifications
y PLACE 1/2- PREFORMED EXPANSION 6" MM. p
STRIP HERE WHEN CROSSING SCORE JOIN( 1. STONE SIZE - 2"-3"
TYPICAL SIDEWALK with UTILITY STRIP NOTES EXISTING CONCRETE DRIVES D.OX $ OFF MOUNTABLE CURB 2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
NOTES: i. Score curb k gutter at 10' O.C. PAVEMENT CATCH ( )
1. Provide 1" deep tooled traverse structural score joint with 1/8" radius 2. Provide 1/2" expansion joints at 90' o.c. 3. THICKNESS - NOT LESS THAN SIX 6 INCHES.
.'v BASIN 4. WIDTH - NOT MINIMUM
THAN FULL WIDTH OF ALL POINTS OF INGRESS
at 6'-0" P.C. 3. Concrete to be 3000 P.S.I. O 28 days, air entrained.
`kX �I- I I it-I r OR EGRESS. MINIMUM OF 12'.
2. 1/2" Preformed asphalt impregnated expansion strip joints to be placed A. Spill sections will be approved on a case-by-case basis by City Public Services NOTES:
-"- Ir_:- I!'- ,1= - 1=1 L , .,3 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR
32 -0 o.c. longitudinally, adjacent to curbs, when butting existing structures, Director. I�,L.:I} II) TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE
concrete, or ongitudibuildings, nd a1 changes in width. 9 9 5. Chamfered edges abutting asphalt are not permitted. 1. See sheaf 3 01 3 for notes. -I ,!`�!-4'=!- T= DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
V f e.GaIL r�vEswO CITY of JACKSONVILLE reJnwwe.►eee.oeam y V p ebw s nesraerm 4Jn"ad.}me u`a S, V q ow.swlatreeoswles Lerq"wwa.}msruere S5 WASHED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING
T2-L c'*r1e`w Y- �•B CITY of JACKSONVILLE V- � 1•na.va CITY of JACKSONVILLE STONE ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SANDBAGS, GRAVEL,
l� N.G, leaved%N.O aWI toIn;no u4xnrvun rtAePAee YwwrUIrae aar <.• lelnwl4I sell ua wax na McnawuA ITAIREARD xwTwle ear C IwAre,elr,N.CiN1 ua wrm Tee MIIANWIIE rtAxoAm eeseATeae olar BOARDS OR OTHER APPROVED METHODS.
'a"` ��' TYPICAL CURB &GUTTER Bill =e f r A COMMERCIAL 'a"a ® PLAN 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDIT ON WHICH W LL
TYPICAL CONCRETE SIDEWALK RelbsaK .4o4.0a "�� " MTeaab r10z.os 14.Tes,W ,4an.01 PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS
AND EXPANSION JOINT DETAIL ";ems �In,_ qk". SECTIONS rmee '®r`I °-•"" :.. �°° DRIVEWAY CONNECTION ,m �'i GUTTERBUDDY Curb Inlet Drain Filters MAY REQUIRE PERIODIC TOP DRESSING `WITH ADDITIONAL STONE AS CONDITIONS DEMAND
•''m. , R.+•• - - = - - /5 t 1/2" MESH HARDWARE CLOTH AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL
OR EQUIVALENT TO GUTTERBUDDY® STONE ❑ ❑❑ ❑❑ ❑❑ SEDIMENT, SPILLED, DROPPED. WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST
BE REMOVED IMMEDIATELY.
G m.YI, �•- '.z 0/ ='VLI C ;It'nR I,3,�,„ _F,0212J06 - 11 2 a AM Uct... '•_vcc by PYHIAA. lo,vlGn< Ln3 Rye .:0%0"12J06 - II:•]:Ifi AN
❑❑ ❑❑ ❑❑ ❑❑ STABILIZED CONSTRUCTION ENTRANCE (D-5)
_li ,• ..
CURB TRANSITION -ITT-1 1-III=III- CATCH BASIN 11= =111�11=TTT= NOT TO SCALE
ALL JUNOTION BOXES SHALL DEPTH VARIES
-AVE A MANHOLE ACCESS. I I) LI 1' ., > DEWEY BROS. INC. L_______________J
SEE DETAILS C06.01 h 633.03. -
TOP TO READ "STORY- h 0 ' BACK WITH
Hppp 24" X 38" DROP INLET CH-BN-2
ALIGN B epcK SECTION A-A
DRAMS TO WATERWAY • 1/ � OF CURB
�T-I 6
5 ry CONCRETE BLOCK FILTER AROUND CATCH I -6
NOT TO SCALE
g :. CAPITOL FOUNDRY DI-840.03
- > OR VOICAN V4066-1
2 0 FRAME. COVER 8: HOOD ` 4,,111'Il,,,
• :" °. I, "s,� ~ ''�o. PIPE ID ,.� '� � �' Crystal Coast Engineering, P.A.
Ps,-PF STEPS PROVIDED VARIES Civil and Environmental Consulting Engineers
BY PRECAST SEE NOTES BELOW
(2) 04'S MANUFACTURER OR M.A. G k DETAIL 634.02 N BRICKX David K. Newsom, PE
NDTE 7 NN
INDUSTRIES • 3Ws1 ��, '- ' - John R. Freshwater PE
SEE DETAIL C06.04 +� i
PRECA STEPS PROV1aD BY •' "o _ (MJST BE +6- NOE, - 1..' + 205 WARD RD. #l3 SWAINSBORO, N.C. 28584
PRECAST MANUFACTURER OR d ¢•" INS?AILED TO BE l' FROM
M A. INDU5141E5. SEE DETAIL �� FACE OF WALL TO BACK OF [�% CONC. p PHONE: [phone]% ^• FAX: [phone]
C06.04. MUST MEET OSHA L SLP AND NO GREATER GROUT FILL - -
REQUIREMENTS. 1/4- COMPOUND `HAN tY SEPARATION) MIN VARIES -
•'• EXPANSION MATERIAL 15' Q CLEARANCE MUST - , [--- MAXIMUM 8'-0" Ed CONC. GROUT FILL - ,1 1' ,'•N-1, ,L License No.: C-2553
MAXIMUM 8'-0'ENGINEERS SITE ADDRESS: 1Tv 1 7
BE FROM CENTER OF 57EP a
To OUTSIDE of BOX- h J- APPROY"L a I 105 NEW FRONTIER WAY I
e$
��sz 1 FOR PRECAST BOXES, L 1 I OWNER OWNER DETAILS
Fy i �oo T y,' JONTS TO BE SEALED i [ FOR
N LL WITH BUTYL RUBBER I ONSLOW INVESTORS, LLC CITY OF JACKSONVILLE N.C.
m FOR PRECAST BO%ES ry SEE NOTES JOINT SEALANT „ ys •� _ _
3684-C HENDERSON DRIVE P.O. BOX 128 MILLER-MOTTE COLLEGE FACILITY
>i JOINTS TO BE SEALED J C 46 28541 AT
3 WTH BUTYL ^ VI K
. .• . ',.A ,'i.
w JOIN' SEALANT E%TENDED BASE _ �_ 1-.-' Q •'Q Q d 9110-547-9344N 910-938-520EONC
7,. - G G d C 2500/ CONIC. FOOLING za5 TRACT I JACKSON"ll BUSINESS PARK '
.aoff� c d a d QEVELOPER: PREPARED FOR '
"ILL OPENING WITH GROUT III - SEE DETAIL 639.01 'r
PER DETAIL. 639.01 ., FOR PIPE CONNECTION ' KTJ 254, LLC KTJ 254 LLC
NOTES: I,• Feely,- AND rORMED INVERT 5125 COUNTY ROAD 101, SUITE 100 `
�E
FORMED INVERT CONSTRUCTION b 3'Q" •2'Q" e f
1. Use either concrete building brick - DETAIL 639ot POURED EXTENDED
3, .4"18" J 8" 4" ¢° $" $"14". MINNETONKA, MINNESOTA 55345. JACKSONVILLE TOWNSHIP, ONSLOW COUNTi;'v; iC
CONCE?E EXTENDEDJOEASTM C55, grade N, type t or cloy brick - ASTM C32, grade M5. BASE PRECAST CONCRETE CONCRETE BRICK 952 540-41 PREPARED BY
UGHES
2. Mortar to be type M. NOTES eoz SHOWN Box sHowN 952-540-4181
3. Concrete pipe to be close 111. 1, Use either concrete building brick - ASTM C55, grade N, type , JOHN L. PIERCE & ASSOCIATES, P.A.
4, Reinforcing shown is adequate for a maximum clear span of 4' based on 200 9 rode MS. YP 5 O" 4 O"
PSF live load plus weight of top (Non traffic). NCPE to design for loads a spans or clay brick - ASTM C32, g
that are greater. 2. Mortar to be type M. NORTH CAROLINA LICENSE No. C-1888
5. Precast boxes to conform to latest ASTM C-913. 3. Concrete pipe to be close III
6. All boxes over 3'-6" In depth shall be provided with steps (12" D.C.). 4. Precast boxes to conform to latest ASTM C-913 405 JOHNSON BLVD. JACKSONVILLE, INC 28540
7. Provide 2' diameter opening and additional edge k diagonal reinforcing in 5. Precast boxes concrete strength to be a minimum 4,000 PSI of 28 days
2014
concrete top a1 Manhole frame access. 6. See detail 634.02 for miscellaneous notes- PHONE: 91O-34F-98O0 DATE: OC ,
SCALE: 1"= 40' F.B. 826 PG.11
�c vPEEP .°o�'n`°" ""0 CITY ofJACKSONViLLE °°°'A w"�"°" ' �Ln r°"o's"a"r�" a"" C1TYDfJACKSONVILLE '� "'"�""Ce TYPICAL DROP INLET # (Larry) P JP
c ,wbeMaAN{.IIfl e..m,,,a AczarvusrtA,IluAoerewa'wrvwaaT o r.me,Ir,Rcsoft W.w„xT1.,.I�wP,,,,.NMmMm..�A,e.a.., JOB 2014-12512 Email: Carr draft 4® no.com
TYPICAL JUNCTION BOX ww� =41 -= TYPICAL CATCH BASIN AND Nw .6Isal6sim NOT TO SCALE
DETAIL °;� _® ; ^a . .-"`` CURB INLET WITH HOOD aa,:°°a�'" �. N0. DATE DESCRIP110N BY SHEET 9 OF 10
G:\Projects\OPPIDAN Investor - Miller Matte College\Detalls.dwg Jan 16. 2015 - I:Otpm

Ucb 1, +.-/:ac by?wyb u+vR'nq Ly+cvs ce,02/]OOI, .. 12-0515 'M Uctals Ir-J::, b, aw a, C.11.t+c +rort ;:",u•:n� z-:: IP I]'.Z^_ oN Ucbls vm,.cx by 4-0. Covell- _n3+ron ,h l]:6 r•F uo:<Ils o'!4C o :'VIaL Cc-sill III L,3+ears 9:0=/2000 - 12'C5U4 'M Ueala ' -e by4 w1an. Co+vli'nT L,j,cps •'O'/= lDb - 12:4::35 'M
UNPAVED AREAS PAVED AREAS "••• •• "••
18" MINIMUM COVER �- NOTES: 1 7 3ro"
` o� �- .�Y 4' OR pVC PIPSCH. �� 1. Cleanout stack shall extend a J
u it �� �� I� y� I��, minimum of 18" above grade for 1
�'r' I __ !�
?, ?II BRASS PLUG 9 .� T NSEE
OTE
ALTERNATE _ l '� -^*1 ' r- PVC 1/8 BEND yyI ,�� new construction until service 19
�M 45 t SADDLE LOCATION r - � r 1 �. ' t •'rr :' F I/4 PER IT SLOPE MIN. 6� connected and/or finish grade Is T 14 - Nt
Y ',, �'-'� � hall be
installed at grade I established ufor ts existing A y'
PVC NIPPLE LENGTH AS NEEDED _
+ r - ( ) ' • ',..rp Y i y ti� I I otherwise i�
so"Ices unless o erw se I 5
18" MINIMUM The full length of the service 11��f~3/i MAX
SEE NOTE 3 j�l SEE NOTE 1 2 french shall be compacted to 6" t+ T 1 e' vAx
NO. 67 STONE BEDDING .(l'�- �.. ® layers with mechanical tom =
0 ' °-' ": i / r III-I -I I�„T)Z 3. Tee, Wye, Lateral, A: C.O. p
TO TOP OF PIPE
r r t x r PVC t/e BEND 1gL
'- �"`'- I-I 1- "} ,. assembly must be bedded In No. _ „• „• ,,.
Lie 67 stone. (see sanitary sewer 51�
H" .k r ;. =1 - - -I�III-��I 1r ) a IC I ZE Fp line trench detall 531.01 for
A T A _1 �11!=11-i ' r �( pR gravity mains.) = 5
PLAN VIEW - 4. Service saddle maY only be used
_ - - Y
when approved on a
SADDLE INSTALLATION FOR II 1 1 'tit case-b ease basis b City
=
DIP, VCP, AND PVC PIPE J ^'. 45'MATERIAL
LINE WYE I' Public Services Director.
+ r MATERIAL TO MATCH ,..y ENCASE SERVICE CONNECTION i ,
7 r, 1 �: d IN No. 67 STONE �`�
., / - - SEWER MAIN. (NOTE I) 1 r T _ 1
SCREW TYPE PLUG
SEE ITWYE ```Sl i (BRASS) MUST BE -
II - 4' OR 6" SCH r ri '< - ROADWAY PATCH / _
p SCH a0 PVC - 40 PVC PIPE (BY OTHERS) OF VALVE BOX 4
t -_ DETAIL PER PLANS �a - 'P' t� i
4' SERVICE LATERAL - _ _ ,.ic 1 .'A -"�� a DEEP CUT SERVICE
O� L,
18' MINIMUM COVER �, r - CONNECTION DETAILWHEN SEWER
4" OR 6" SCH. 40 PVC '�,I "U = 4* - CLEAN- OUT IS IN = Np�.y. '1 I' � ' 'r t 40 P'VC PPEPAVEMENT, INSTALLk ,. � - - INSIDE A VALVE BOX.90 SADDLE T-. 1/4 POT IT. SLOPE MN. SEE DETAIL 5'3.01
Y ' PROVIDE TRANSITIONYCOUPUNG AS r .� PVC 1/0 BENDPIPE CROYM `s' >,) 1 I':q O - NECESSARY STONE - SEWER MAIN NOTE 1 � • p�__ __ Y J r`. (1 II_ LON SWEEP nOTE 3 n 45' IN-LINE WYE � � 'MATERIAL TO MATCH ' I " b� \ d _ BEDDING TO TOP OF ( ) }r, -jI,-,tkN HI\ -EX. DIP, VCP, ACP, a PVC PIPE- iI PIPE } fie jJ TO MIL r`V EXTENSION PVC 1/8 BEND '' �' ✓ r IR T 7 /
---- -- L '�.', PRO V IE TRANSITION JF S Y?• 4:Z, •AI T SECTION
`tS/},' _.-`T �-- 7ti?n � BEDDING �i `.' , n - COUPLING AS .Ar r y T M01 , 1
STAINLESS YvJ- T `4�.' y4 �"' SEE DETAIL \ 7 _7. NECESSARY -�. "' H - 1 ��_ a 8` g 3
STEEL STRAPr; BACKFILL UNDER PVC 531.01 „- l\,_ IL'.. 1-L - - �H SEE NOTE 3 PART
MANUFACTURER MODEL Cot. No.
7r4:.K `Y SADDLE WIN No. 67 STONE __ " ] -I 1 .,. V ../- ,") :. - 1 VALVE BOX a LID CAPITOL FOUNDRY CF VIRGINIA,INC. VB-FCWA - 3435
I- III II- .III--1,- SECTION A-A ,1 I r I �:,:, ->` �, -- 1.. ,: it -1- -o D P NO, 67 STONE
NOTES: =J -_ - 11 .I• "A r - -_ I -1 ti 4
,�,. 'I(- 1- a E BEDDING TO TOP OF PIPE
1. Existing mains On IY. - New construction must use In-Line Wye. 45' IN-LINE WYE I - - I- -� -�FBI (SEE SHEET 2 0/ 3 FOR
MATERIAL TO MATCH i- - - - L1j CONTINUATION) 1. Use heavy duty traffic lid marked "WATER" (or "SEWER" if applicable).
2. Universal noddles are not permitted. SEWER MAIN (NOTE 4) -I I . I�iT- 2. Valve box finish: Asphalt coated
\yy v�'f-P r rao e�"iad�`�m CiTY of JACKSONVILLE L°°A"""'�sei'w'w v�B a°0"°m"""N`s"" CITY Of JACKSONVILLE w�'"''tl'�"�`� �B a'P""tat1h"'"'� Mlrm...aAmv.arav vrtf, 1xP.b...rr.baas..l� e„rH..w,a,r,mvn.:m v ae.,�,rrwu,sw.m
ti Md...%Nam4t uawrniweMaww.uasr.wewowso,r•T,aaen, Y� ine"'s raawue CITY cry � rae..w CITY of JACKSONVILLE
�aNcaa.i a wm ne .Q.a"x x rt Nowa w�s•noe anx tir ty rasa s CITY Of JACKSONVILLE & y
Tee,m,pANC.TUIi w tmx M MRaa1K14 rt•,rP.en wvxAme oar C ,.mm.le.,NC SMIi ®nix we l.ma1MY rtA18WaD es,axwaae ear r T.mari4 N,C.ffiI, ®„Re liw fa[IwaYYx rtN.aVD eeartAlxN"av
TYPICAL LATERAL ww ,mom of -= - TYPICAL PVC SEWER LATERAL � .�3 'a �""• "= °a ` .-TYPICAL PVC SEWER LATERAL IsxTbs.e ,eaa.oa TYPICAL PVC SEWER LATERAL xeTbam ,sss.09 STANDARD SLIP TYPE TENbs� ,e Es.o4
SADDLE DETAII. ®�,m '�; `* - " ..s° CLEANOUT WITH IN-LINE WYE w g°,�E� ;�; °-„„,. ,, �`wsssw CLEANOUT WITH IN-LINE WYE "�;m" `�. ,.:, " �°" CLEANOUT WITH IN-LINE WYE ","�,,m °�., „ .•s` VALVE BOX DETAII. ,aArme
UctiH ' ¢ bJ YH aV Ccv Dty L,g+cos '02/2"* - 12"i'pT cN Uctalz ` by. 2 U6 I22 P,A Uctalz z :ac by 4t'15" Co,z.th. n3+mrs e'O'']UUt - 122 J, Pl
PART MANU°AC7URER 400EL Cat. No. pgIRT MANUFACTURER MODEL Cot. No.
SADDLE FCRU '-0iO SERIES METER BOx CAPITOL FOUNDRY MBX-1 or EQUAL
FORD / S-90 SERIES (C900 PVC ONLY) METER SETTER FORD VB74-B/W-41-N COPPER SETTER
MUELLER / BR18 SERIES CAST IRON
MUELLER H1300 SERIES C900 PVC ONLY METER BADGER / 70 11-) METER BOX
CCRP. SWP FORD / F600 SERIES INSTALLED BY CITY UPON PAYMENT OF FEES
_ MUELLER H-15000 SERIES
- 77 ASS„ram ir'- I 4"xe• SOLID RED "HOTBOX" TYPE INSULATED ENCLOSURE
��TL1- -I - - I-I1-1 -' '- w OR CONCRETE W ILKINS 975XL 2" WITH
IT _T_iI ' BRICK INTEGRAL BALL VALVES (OUTSIDE INSTALLATION ONLY).
24' M.N. 18' MIN. i OR EQUAL (VALVE MUST
COMMON EARTH i
I; BE USC APPROVED)
T - ij
BACKFILL COMPACT 'a
IN 6" LIFTS ? '� - ROAD RIGHT-OF-WAY - FINE GRADED
z [ SAND
12" TINE SIZE O.D. 12" _ I J --- 12' IB 1/8' MIN. WEMNG 12" MIN. ..
- ( (\ I PER MANUFACTURER _
t" METER SET
DIR.CT TAP BY JACKSONVILLE (SEE NOTE 3)- 1Y MIN/30" MAX
OR SADDLE TAP �/w-F��,
(SELECT) INITIAL EARTH •^rn n,a
BACKFILL
ezrs ABOVE FLOOR/SLAB
. /• /:/ '/ / METER BOX o
// NOTE 3 OR STONE
HAUNCHING TO TO TOP OF PIPE
SPRINGLME /' FOR PVC PIPE I y'• y n , y- ,5 + '
- zi.,v'' ,L
1/0 OUTSIDE PIPE 'a r w� i; 4•xa' cokcReTE 1D•, v, '4a,. 2' FLOOR DRAIN 4• CONIC. SLAB (OUTSIDE INSTALLATION)
DIAMETER d ,:'s*{d- CLEAN COARSE .� T BLOCK - SEE DETAIL ! f .�-FINE GRADED SAND (INSIDE INSTALLATION ONLY) -
v, AGGREGATE No. 67 / ��I % �� ` s rc GALV. CONC. FLOOR (INSIDE INSTALLATION)
3"-6" TYPICAL OIT 6' IF `^Q< ! ti, •' .Lf 7`a ', FOR BEDDING - \! : FORD VB74 84W 41-44?
ROCK IS ENCOUNIERE ti. II 5 V- . ' COPPER SETTER ' m OR DIP
(NOTE 2) -L - - -,. f h rJ �/ ,. o.. r------ c]. "'" ,R
- -1- LTiy_L_ I DEPT-1 VARIES 1' CTS COMPRESSION
I, rSEE NOTE 1 T -_ ._ _1_- -T_l _-_ - INLET CONNECTION
-J •U- „- t" DOUBLE PURPOSE - "
UNDISTURBED SOIL 1_1 \\ �� \ / FIP OUTLET END
O ��i' -°w PVC GALV. OR DIP GALV. OR DIP PVC
FOUNDATION STONE IF _ - �� III-� / .,� -_ METER YOKE t' TYPE "K" SOFT
REQUIRED (SEE ALSO - I -- II DRAWN COPPER OR UNDER CONC. UNDER CONC.
DETAII. COI.D2) �`�_-�_- .! -1 r i'..-_� T�I-i-� I -'.L! '' - - -_I_ PE SERVCE LINE
DIRECT TAP SADDLE TAP TAPPING EE ONNECT" RPZ BACKFLOW PREVENTER
PVC, C900, AND DIP ACP, PVC, C900, AND DIP SEE NOTE 1
SEE NOTE 1 NOT TO SCALE
NOTES
NOTES' 1. It Installation Is for stub-out meter, meter should be purchased from
1. Foundation stone shall be required when soil conditions are unsuitable. NOTES: City of Jacksonville (of applicants expense)
2. An additional 1 Inch depth of bedding material will be required for each 2. Meter must be level, straight, Ill centered in box across meter connections.
additional 2 feet o1 trench depth in excess of 16 feet up to a maximum 1. All bronze saddles to be single strap for 1". 3. Substitution requires approval by City of Jacksonville Public Services Director.
of 12 Inches. 2. If 2 tops are made on each side of the main there shall be a minimum of 4. Meter shall not be located In a driveway if possible. If meter must be located
3. Haunching for depth flexible wall pipe (PVC TRUSS, C900 PVC, and SOR35) 24" horizontal separation. Multiple taps on the some side shall have a minimum In driveway, a traffic rated box and cover shall be used equal to or exceeding
shall be outside pipe diameter + 1 Inch. Haunching shall be thoroughly 24" horizontal separation and staggered a minimum of 1" vertically to prevent the Mid-States Plastics, Inc. "BCF" series Rectangular meter box - - -
compacted No. 67 stone. damage to the main. part No. MSBCF1118-12
` yr rm"e`a,"a '� CITY of JACKSONVILLE a"""}°a e4a' vTtJF awwr"rrdu s.M. eE.m..aYma Ma.aa r���r+w�m CITY of JACKSONVILLE °0r" "` "'°`°' \ Ill l,ItI'll`
r ma4s.,Nc aw, is.mi w.,Aan,.u..uNo.lw.ox.,,aw a..r r P.Q.as in CITY of JACKSONVILLE
M N I.waa..M Nc swl as wnx,.e,..nao,,.wa rt•xnvm eNUlxnlve ear �tj' hr Twaa.rwc>aru ve.nit ras,•avwvua mm•aowow:wmw sax ,����Pj 1'! C/n�r;
SANITARY SEWER LINE NN�, ,®;`.oE f STANDARD 1" 1Ax Taaak ,�9 03 -- STANDARD 1" DOMESTIC WATER Nx ,a�iewOlA
'� " .•�" TRENCH DETAIL a 4xa� "® 1 `�«,. .. . °' WATER TAPPING DETAII. ,m, '�'; `�.,,: w tea° METER INSTALLATION �e� °m•,
12'min. of NCOOT /5 5 ft `jlililiPftA, 7riArr1 NE`f1`�.
\ C
or #87 stons �I MIN . . ft 7, *��°�-.H '�pn"• Crystal Coast Engineering P.A.
3600 cu ft/acre 5 ft MAX
, L rMINIM� ti - Civil and Environmental Consulting Engineers
OOMPAMSc�` r'; _ David K. Newsom, PE
h te�� F 11 Mtn. 6 FeWitl tlament y 'Sg� 205 WARD,RD.n R.Il3. Freshwater, PE
NEC. 28584
LY a O 'C PHONE: [phone] - FAX: [phone]
` CROSS SECTION St°n'`� '� �Rvao
FLOW' '�. 4• MM. �. ti � License INC.: C-2553
MINIMUM ,o 2, sra. SITE ADDRESS• < ti
DESIGN semED N� 21• MRI OVERFILL e• = g� - - �ter/ tW} 105 NEW FRONTIER WAY P......lk \
e TYPICAL J^ \ FOR sErriEMENr >h " Fad MCaI"atePla n" abud ground DETAILS
ONONSL W INVESTORS, LLC CITED JACKSONVILLE N.C. FOR
41�"~J _ 3684-C HENDERSON DRIVE P.O. BOX 128 MILLER-MOTTE COLLEGE FACILITY
fI EMERGENCY SPILLWAY SECTION JACKSONVILLE, NC 28546 JACKSONVILLE, NC 28541 AT
e ft 910-547-9344 910-938-5200
PROPER INSTALLATION ATION METHOD F, - SLOP SIDE
E MAX Len I.5' Min. I 6•,N 1.(r M�. TRACT I JACKSOMALLE BUSINESS PARK 1�A'•'" ' ' - �'
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND OTHER OBJECTONABLE MATERIAL 7 b .S ENEROEtRY BY-PASS ' I Stone nFVF'LOIaFR: PREPARED FOR _
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS FILTER :1 SIDE SLOPE e' BELOW SETTLED TOP $Ct Fence DEVELOPER,- -
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAT THE DESIGN ELEVATON_PLUS THE SPECIFIED SETTLEMENT FABRIC _ VM OF DAM _ Bofillos _ I/ati,ylatet laveL KTJ 254, LLC 1""""--"--
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT tp�\ 5125 COUNTY ROAD 101, SUITE 1QQ KTJ 254, LLC
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS. 3 ft MIN •1 br'k 8• MOT' MINNETONKA, MINNESOTA 55345.
INSPFCTION AND MAINTENANCE '^ "' "` "'gn'""' �i01tND >� JOE HUGHES• - JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
I-I-1`�I STONE SECTION 952-540-4181 PREPARED BY
INSPECT ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE IS AREA AND REPAIR THE DIVERSION RIDGE. JOHN L. PIERCE & ASSOCIATES P.A.
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS IMMEDIATELY
NEEDED. WHEN THE PROTECTED AREA O PERMANENTLY PAIR THEO, REMOVE THE
RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GRADE AND APPROPRIATELY STABILIZE IT. � Ground F
RTH
ENSE No.
888
th
Sakrwsor (See Sod 405 JOHO SON BL D. LIJACKSONAL E,1NC 28540
Trap Schedule for
BE B,[D "WIR AWCC WE04 O ATI�70D l�5 PER ft IL IARE M AM �a'O~�~' CROSS-SECTION OF STONE OUTLET SECTION PHONE: [phone] DATE: OCTOBER 8, 2014
EQUALLY SPACED IWTH APPROMMA,ELY 1/4 OF 7HC TOTAL ARCH IN EACH WC". SCALE: 1"= 40' F.B. 826 , PG.11
TEMP. DIVERSION DITCH CONVENTIONAL TEMPORARY SKIMMER SEDIMENT TRAP DETAIL JOB # 201 4-1 251 2 Email: (Larry) droftp4®ppnc.com
NOT TO SCALE SEDIMENT TRAP NOT TO SCALE NO. DATE DESCRIP77ON By SHEET 10 OF 10
NOT TO SCALE
G:\Projects\OPPIDAN Investors - Miller Matte College\Detolls.dwg Jon 16, 2015 - 8:44am
r '

N�
o IDD s P.47z p
CURVE TABLE t� VAC�Wi'IA73 t
CURVE CHORD BEARING CHORD DELTA RADIUS ARC TANGENT >*/L z= B-1 / �� WILLIAMSBt1RG
Cl N 4'48'18" 782.91 g 849.27 183.52 92.38 �TMI�►�TML ` PARKWAY
_ ONSLOW COUNTY HOSPITA P. L AUTHORITY D.B. _- �� SITE
6tv�s� TIMI
�Na.o1 C�TMC-�� eDVACANTB°t '�_ -_ "1i,�'q� - wEAY
WmoNnER N
�•t47.47 ' TMIL C L__�7AIL PP Tot-
esqO� j
�. 7Ml��TMI TML__
�TiMltnl/l . 0 JA pp
�pG TUL L�7ML
L�1Ml-� . a7.ao+47.95 +a�Uo CKSO H HAVELOCK
EL CK 30 KV UN flNPP 7v
VICINITY SKETCH
L_1MC � �•.�� _� ) (PUBLIC)
L�T'Ml NOT 1B scurf
/ TAIL }47.1
TMC-11� �` � C�71NL��TA1L
E _� 46.40 TMl�1Ml I LEGEND:
lwll
+14532_ 7•� L 4 I EIS • EXISTING IRON STAKE
+i15� �1�� SIP • SET IRON STAKE
3 pp E / -TAQ Lea„ EIP = EXISTING IRON PIPE
}q�>t ECM EXISTING CONCRETE MONUMENT
.s I PIA Tu L� CC • CONTROL CORNER
( 1 ' L�TAILL��jM EPK • EXISTING PK NAIL
yo / '� /1 - 4 AIL
t+ 79 E E L jML L� END>= EEXISTING PK NNAIL
�44 - =- - �� 46.eB ! E E .,�� I _1ML �L- tBM) BENCHMARK
CENTERUNE
/ - - -4S- r+;� -��_ \47 /P� E _- I I 1Ml RAW . RIGHT OF WAY
4 . �� 24 - - - - - �7.00 �`� \ -�' E _ MB . MINIMUM BUILDIN OF G LINE
'-45- ^� \t2 E BOC = BACK OF CURB
\ / 46.2 _` =4-'-� 2 47.t2 -` E' CO . SANITARY SEWER CLEAN-OUT
APPROX.
= WATER METER
/ \ N� DETENTION POW 1 I a 6.0 I ` '•_F4K98 418�2d -S�3.4* `�. � pp • POWER POLE
` DAVIO M. 3 XEAIHER CH
�- • \ •J/ r - > -a3- Ol LP : LIGHT POLE
\ / \ O.B.2602 P.135 t 1 �\ \ W / 9 - .02 T POWER POLE WITH TRANSFORMER
/ M.B.50 P. 55 /17� 46.3g1 +Ae:9a- I \ aA� ` s.= SECURITY LIGHT
\ / KITCHENS & LIGHTING DESIGNS UNLU 1 a� I W 7 h +46.97 I P`'� / -` ` �-I� - - _ . GUY WIRE
\ / ZONED B-t IIC � 46.60/ a7 CS - CATCH BASIN
\\ TOa�407 / \ I I ��q-�) \ �/ _� DI - DROP INLET
wv_3a.et\ / ' / I m I / a9 �+ 7.25 JB - JUNCTION BOX
jti3' W / �.\ / ! ` \ -50_ RCP • REINFORCED CONCRETE PIPE
- INVERT
"t�o�. / �v-5Z� - 7F 9.93 FES • FLARED END SECTION (PIPE)
4 Hp }48 5 e I \Z3` 45 . as- Si'�� / /� N SF • POUEARE FEET
���L"�� Hirt df \ D41ty. WATER VALVE
\ / / 6 tNB. �,"+46.64 +47.15 � y / \ ` /� 7.5a V M "" �N. IRRIGATION VALVE
\ / tf
\ \/ \`o. / \ + 1 I � I ,�4��,,� _ /A9� ca ,„ ^� a FOC • FIBER OPTIC CABLE BOX
/ / Z m I I / �( '�'\ /A646'9t- Y y N c TL.B . TRAFFIC LIGHT BOX
B�pG /�' 4 I \ \ I I \ r } .55 F' env N W, w C TB • TELEPHONE BOX
e ,F 4 I +a7.37 as
\ 9L\5, NTS = NOT TO SCALE
Ga49 µ .t9 1/ � / / 9 i5 m N y �A. 5 MW • MONITORING WELL
\ E L A9 • . M A Ae u to . 1: a c
w �� E / . 0.i m SSMH - SANITARY SEWER MANHOLE
0 '`./ % ' _ �� N 42*26 48" W 93.74' +/ .09 1 � o p,
514 (y � o D&UE • DRAINAGE dt UTILITY EASEMENT
i J \ I a6.7� \ .t5 S6i CC O-Q- ere- p D.Be. PG. DEED BOOKUPAGE
& ACCESS EASEMENT
1.62 4.99 i✓46.52 (� �� V] 7 OC .� -
\ I ;. :1 2 °� E k q cs M.S., PG.• MAP BOOK. PAGE
+48.90 +46.95 I 46.84+a?a % V '> q __ L ELECTRIC TRNANSMIS40N LINHONE E
�1 i /� sI y e " Q --E-- - OVERHEAD POWERLINE
CID
}45fi2-y i I}47A
90 a o Q O �' w y d ei :y •�X-X- • FENCE
' � a6- //� : EXISTING I u I c a .o -SF-
FIRE SILT FENCE
J Al
/ y /�-- / SILT FENCE��4 I u� 48.67 y •� G Q , HYDRANT
.9 /fjA �/ \r p I I E I ;g a %pp • POWER POLE .
\ 111 _J + �� ^a LP . LIGHT POLE
\ \\\ 15
�,,6• \ \ / fl'4G�3, 1�y ► 4 i +ate +47.17 )79 +48.e5 46.7� I I m i O SANITARY SEWER MANHOLE
\ G 9�/
D;l \\ \ �,A j 6 .7�//y Ate ,/ a I +46.t7 +46.62 a6.63�I HC • HANDICAP
✓\\\�+48.8� A. i 91// •d y.l• BB / / �46.01 �4Ts
'nYl i THpCPS - HANDICAP PARKING SIGN
i°��/ G� +'4yj �O � / G D.OF JACKSONVILLE
B.1415 P 0 � EB J3 N/F (,�.
SILT FENCE ( . HANDICAP PARKING SPACE
n TRACT I CITY OF JACKSONVILLE
A3 t. 7 MAL51 P. 69
�j. I v I D.8.TRA P.1001 . HANDICAP RAMP
ra ,a8_j4a116- 4R.Str �- --46 +43.40 2 6'43 ACRES I TRACT II
\ \\\\ APPARENT \ �� J '3 �5 +48.88 4 VACANT
P. 69 STOP
. PAINTED STOP BAR
a M VACANT LOT
1 / �., �F4a,8✓ ,j� j +48.48 t47.20 / +46.53 I ZONED B-1 - STOP SIGN
.�. � O '� /'k n`- +s7.D8•� +46.94 +46.12 .. I
+46.80
S I . GRADING LIMITS LINE & SILT FENCE LINE
NW42 6609" �� �°6 +a6.22 tc6,97 CP9 . COMPACT PARKING SPACE
}g7oti 46.24 48.16 0 �n�u�
o. \ a I TOP 46.06 b +46 _ ��s " / / \ �)� 46.30/ / .I\� I a8.51
12 wv- ��- PROPOSED TRAFFIC FLOW
91 6. Et' y3 +46.a5 +46.Ba `� n . . 9�TEEL SOLLA D WITH CONCRETE FILL
95 •• ) INT. 000 - INTERIOR LANDSCAPING
SIS SIS 45.8a (' ••• ':••.;1 EXT. 000 . EXTERIOR LANDSCAPING
M I ✓°6 +43.43 +46 90 +17.47 • EXISTING SPOT ELEVATION
TOP 16.03 \ D�6 �46 \ \ 45 +46.84 t +a6.30 ,t +45.\±P •1 I ^ I I 0.00 • PROPOSED GRADE
INV- .ee \ 1 I +46.26 I +a7.it \ +46.82 +48.23 a,�+✓ I .• •.•, s r-7,.
7 I af,39\ I +48.27 }45.
r 1 I I / 1 � . . . 1 i'- •. •••. .••.• .' . .• • .•,• .•.• • i ecs=D.00 - BACK CORNERS OF SLAB
X' I I 1 �46.28 \ }4 '.04 M / I',• ,••.••••...1 \ I F, ',• • .I TC-0.00 - PROPOSED GRADE AT TOP OF CURB
+46.19
\\ \I I I C ). - \ :I a ^ I• . • .' I TW=0.00 • PROPOSED GRADE AT TOP OF WALK
e / • . 45.82
VIA . 4'I ♦ +45 � I'd 1.
+43.76 W / `A'}45.65 5.28'.•',. I i'• '.'.\ aI� DRAINAGE BREAK LINE
+46.63 +46.52 +46.73
l / / /• . L •�� •••. •.•.•• \
o \ + +46.27 / M ♦ / / /•. , ,. . , . , /. • .' \ DOUBLE CONCRETE BLOCK FILTER
' a � 63
`� I IN 7 5 I 46.92 +46.24 +46.22 / /� �,�'.'.' • .' •' ' ' ' •� /• .
MORGANS FUNERAL HOME. INC. s' $ Z /• / b ,/./ .'. / / . ,• ,• ,• m ..
Q� WSJ •,. � .. ,� 1'.• .'.• . .' .' � .'.' •'.' .' � •'. ,•'.'. ,.', .,, •..,.� . DROP INLET
LOT 48, PARKWAY INVESTORS. LLC C Al y f 7 I +/ �9/ / J 17/,/ ''.' ' I' ''. •''.'• '/ . CURB INLET
D.B.2297 P.759 R41 7 I v- t46.87 48.06 4{,4 ,g • . . , , , +�
M.B.46 P. 20J 'cK I +44.05 / 45. ,• . . . ,• . , . , .fi.45:87 • •.' .'.•+45:5'L'.' d5:89.',' •'.' '••• ' ' ' ' '
��cE ; +46.69 +46.44 +46.3° ♦ / ' . , / . . �. • . . . . , . ' . , • . / •4eee.M• CURB BUDDY (CURB INLET PROTECTION)
MORGANS FUNERAL HOME Sin /. i, .• . /
ZONED B-1 I / �'.' • .'.', ••.','..'. • .'.�
1 Z NG 6 +a6.53 +46.09 / / ✓'O I'
� I M �•.'.•�•'.•••'.4U4'.WetIOnG's•.• .•,• . � ' '4b4 Wetlantls••'.'.• .',• . .' • . .% . RIP RAP
L _ _ 5 0•M B L- - - - - - - - - - - -
'Tm_ ao I I O. ` 'U.96 +46.66 +�IS.7tf - - - -+ +4 84 .' -.-*�\ I'.' ,ry.•'.' '.'.�i� EXISTING SITE DATA:
III I � 55
34.44 +46.51 .'',••
/ �. ,•: . ,: I' • . NUMBER OF LOTS • 1
5. + .96 r� // �_q6��i • . . • . NUMBER OF EXISTING BUILDINGS 0
+46 49 46 +46.54 \ / // / �. ,• . . ' . , . , . , . , •' •••FAB.Oai +46.25 EXISTING USE(S) - VACANT
+a6.21 � ', 44 { +46.59 +AE.se'�'.'•• . _•'.' ••• . ''.. �/ +a6.o ,� � .' I SQUARE FOOTAGE OF EXISTING BUILDINGS) 0 SO-FT.
NATFR UIE APPR016MA1E LOCATdN�\',•'• •:'.�•'.' •• ' _.:. ., ,. . , . , �}- . - , - . - • - . - - SITE ZONING 8-1
• -- -' \ - . - . - . - . - �' • . '7r .' ' .' • . • . . , TOTAL ACREAGE • 281,118.17 S.F. (6.45 ACRES)
y6 fT Wy50 + 4+A5B3 \.'.' •'. .•E2T �• . ' • ' • �47 ACREAGE IN ACTIVE RECREATION SPACE OR OPEN SPACE - 0
�I 1 a5
92
I �� C° I �- �.'.• . ,.SIS
NUMBER OF LOTS
'.', •.' • •1 OWNER STATUS (RENTAL. CONDOMINIMUMS, ETC.): OWNER
EXISTING _2 -++i•SF� -Nra.3� � �•4 17- 0b= 17q=� 4g65� f� ,_: -147.73 MAP BOOK AND PAGE NUMBER - M.B.51, PG.89, SL L-1426
HANDICAP RAMPS -+a6�, 4 _ ....Frpa7� B�� +1 BP=� 12 SSW DEED BOOD AND PAGE NUMBER - D8.1415, PC.1001
.�/ SSMX �ESEIIER N42�'4B'W „ T -46.30 QRlB LINT J M y�.747 TAX MAP AND PARCEL NUMBER . 339-20.50 _
IN-344..3J vEn°E EXISTING e• APPROIaAA TKM NE ONTI R WAY �4- o- "Lbe DESIGNATION: VACANT
7� t0�,� }��/,��[p� NV•36.33 EL.4S.U ,tea'_ Line
UTILITY COMPANY - JONES-ONSLOW EMC ED
I ( 1 �1471t' SEP'YW ?i+•4B ) I ai Mi E r+s.ee���-.I.le!B� IdMASMW I Ha.rT CURRENT LAND USE DESIGN
- 0 W/W (PUBUC) g -c I
�47. P.• .. /l.s� ��T.•37= .z�= * 91� ,+7s= �� 38� •4 . ti3.8� 90� =T20= 8� Z- �47.75 ,
}A7 47.51 EXISTING CONDITIONS MAY 2 5 011
SAFEGEN 11, LLC. 7 I // �p N/F N/p FOR B J,
LOT 1. PARKWAY INVESTORS. LLC I I jWvO I ' 4 NOLAND PROPERTIES. INC. �- CITY OF JACKSONVILLE MILLER-MOTTE COLLEGE FACILITY
0.9.1892 P.373 a TRACT I D.B.1415 P.1001 a
TRACT I JACKSOWALLE BUSINESS PARK -� O� ��0
M.B.N P. 231, SL K-1178 I I '� D.B.2426 P.140 TRACT R AT
JACKSONILLE BUILDERS SUPPLY II I I I kt M.8.46 P. 89 M.B.51 P. 89 ;W
ZONED 8-1 I / I VACANT LOT VACANT LOT
ZONED B-1 ZONED B-1
Iryl PREPARED FOR
S'
III RAY DEVELOPMENT AND CONSULTING., LLC
SITE ADDRESS:
105 NEW FRONTIER WAY JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS JOHN L. PIERCE & ASSOCIATES, P.A.
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY P.CITY OF JACKSGNVILLE N.C. NORTH CAROLINA LICENSE No. C-1888
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN JACKSONVILLE. NC 25541 BOX 128 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
HEREON); THAT THE BOUNDARIES NOT SURVEYED\,*& ",n,, 910-938-5200 PHONE: [phone] DATE: APRIL 1, 2011 rl \
CLEARLY INDICATED; THAT THE RATIO OF PREpSI,QGH 7�(��•., SCALE: 1"= 40' F.B. 826 PG.11
ORIGINAAS L,SIGNATURE,LATED IS LIICENSURE UMBER ATNESS YA�j��3```` `S0"✓ '' 9 JOB #2011-12729 Email: (Larry) draftp4®�1pnc.com ' l
THIS DAY OF 20SF1:�'' , V. RAY MENDEVELOPER
T AND CONSULTING, LLC GRAPHIC SCALE
JACKSONVILLE, NC 28W 40 B s0 4o e° teB
JOHN L. PIERCE . S. L-2598 910-547-9344
tt1 `Q'
REV: 4/25/11 PER 4/14/11 TRC COMMENTS
REF. CrR' .L . °` REV: 5/11/it PER 5/9/11 TRC COMMENTS ( 1N I = SHEET 1 OF 8
"' 1 inch • 40 tL
D.B.1415 PAO01
TRACT It M.9.51 P. 09. SL. L-1426
20 AM EDT
TRACT 1 R II M.B.62 P. 37• SL N-71
G\Prepete\Roy DerNoMeent 3 ConsultNlg LLC - Lot 1 JRekeonMRs Sus. Pork\dwq\BASE.d1q 5/12/2011 6:13:
. '.

CONSTRUCTION NOTES:
I LOCATION OF EXISTING WATER MAINS TO BE VERIFIED AT THE TIME OF CONSTRUCTION. GATE LLC
0.0.�7ML �t7ML MEADOWS � ex�"gGA
3295 P.472 / �_
2. ALL EXISTING WATER & SEWER SERVICES THAT ARE NOT TO BE USED ARE TO BE ABANDONED PER CITY OF JACKSONVILLE STANDARDS. CURVE TABLE M.e 55 P. 183 SEWER TO BE ABANDONDED BELOW FINISH GRADE & WATER AT THE WATER MAIN. VACANT LOT �� WIWAMSBURG
3. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE FILL ASREQUIRED. CURVE CHORD BEARING CHORD DELTA RADIUS ARC TANGENT 1ML_7MLi7M ZONm s-t .•-` PARKWAY
a. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL Cl " ,02.91 " 540.27 /8 .8 9 L__ Lam►-1►NL�_ SITE
5. SITE SVBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFlLL MATERIALS. 1_ lL ONSLOW COUNTY HOSPITAL AUTHORITY D.B. ��
6. AN EROSION CONTROL PLAN I$ REQUIRED FOR THIS SITE AS PER THE CITY OF JACKSONVILLE'S ENGINEERING - STORMWATER DIVISION. ALL DISTURBED AREAS WILL BE �^ / 1598, P. t19 ,
LL� `�C_. L�� VACANT
B-t ! �y "• NEW FRONTIER =
STABILIZED WITHIN 15 WORKING DAYS OF THE COMPLETION OF ANY PHASE OF GRADING. ALL SEDIMENT MUST REMAIN ON SITE THROUGHOUT THE CONSTRUCTION PROCESS. ! "'"',,ISMS L ! _ WAY
7. ALL STORM WATER HANDLING FACILITIES SHALL 13ETA CONSTRUCTED C. ACCORDANCE WITH N. S N.R. STANDARDS AND SPECIFICATIONS. __ 6q,+� �` N
R. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T. STANDARDS AND SPECIFlCAnON$ AS SHOWN IN DETAILS. 1--- L_lAtlLt
9. SUBJECT BUILDING CONFIRMATION OF WATER METER SIZE ADEQUACY. -�+4747 7ML_7ML
11. MA%THUS ITEIS HEIGHT IS LESS THAN 50' - pp A
11. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. L__ L L_ L_
12. ALL POWER POLES, POWER LINES. ETC. THAT ARE TO BE RELOCATED TO ACCOMMODATE PROPOSED CONSTRUCTION, THE CONTRACTOR IS TO COORDINATE PITH POWER IV EIS 170' p i TML
COMPANY PRIOR TO RELOCATING. 47I (JAB SS ENERGY R TMLiL t 1_71NL__ L
t3. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR . CONSTRUCTION. 7ML_7M_71NL`7ML��)iNL INv= LLE_HAVEL PP 7A1Ll7ML TMLlTiNL�.
ta. NANRAL CAS IS NOT AVAILABLE A7 THIS SITE. THERE ARE EXISTING GAS LINES ON THE NORTHERN SIDE OF WESTERN BLVp. & THE SOUTHERN SIDE OF GUM BRANCH RD.
15. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN), +47.96 +a7.t0 'ZO•f 294 230 'CV --� VICINITY SKETCH
16. THERE ARE EXISITNG UTILITY, DRAINAGE AND VEHICLE ACCESS EASEMENTS ON THIS SITE (PUBLIC). iTML�'TML �,�.e.`T ` _�� UNE) (pUBUC) TML-__ L NOT ro SCME
17, ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT. ,A1 _�TA,tL�� l
18. ALL EXTERIOR LIGHTING SHALL BE POSITIONED AS TO NOT ADVERSELY AFFECT ROADWAY TRAFFIC OR ADJACENT PROPERTIES. / L_7ML_ +47.1 �l7ML
19. THIS PROPERTY IS IN FLOOD ZONE X. WHICH IS OUTSIDE THE 100-YEAR FLOOD PLAIN, ACCORDING T1NL 7ML_- EIS
70 FEMA MAP 370178-4378 VJ.I ONE NTA DATE NOVEMBER 3, AN05.
21, THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN. E E E +� 'b \46.40 T><tL 'h�7ML��/ Li7ML I _
If
21. VERTICAL DATUM BASED ON NGVD 29. _11111 LEGEND:
22. NO LANDSCAPING OTHER THAN GRASS "THIN EASEMENTS OR OVER WATER AND SEWER MAINS. _1ML I ! EIS = EXISTING IRON STAKE
23. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 10 FOOT ABOVE GRADE �_ +L45it 709 ' L�,ML EIS - SET IRON STAKE
(OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED AND/OR +'*5 \ } PP E 7ML EIP = EXISTING IRON PIPE
RELOCATED IN ORDER 10 CREATE AND/OR MAINTAIN THIS CLEARANCE AND SIDEWALKS SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF �. ��iL�c L ECM - EXISTING CONCRETE MONUMENT
A FINAL CERTIFICATE OF OCCUPANCY. +47.7+ 5 ( ��AO/ �� E -_7M 8L 7A1L�_ L CC = CONTROL CORNER
25. PROPOSED SIDEWALK N A 5' IN WIDTH. d� 1P _�7ML I l7ML! EPK - EXISTING
FNG PK NAIL
25. TRAFFIC FLOW PATTERNS AND STOP CONDITIONS ARE TO BE PAINTED. Oy � 1` 1 „ �� E SPK
yo + /t =+�7= E __ I 711tL 7M - L! EN V>- EXISTING NAIL
26. ALL SIGNS AND ROADWAY MARKINGS (TRAFFIC CONTROL DEVICES) MUST BE IN ACCORDANCE WITH THE (MUTCD) AND THE CITY OF JACKSONVILLE'S CODE$ AND ORDINANCES. ) l E _ I L 7ML SPK . SEET PIK NAIL
27. ALL STOP SIGNS WILL BE R1-1, 30' HIGH INTENSITY PRISMATIC. SIGNS SHOULD BE MOUNTED USING A �3�
U-CHANNEL POST. RK
SOUK TING HEIGHT IS T TO THE BOTTOM OF THE SIGN. �'�� / 44� -�_�_ _ =6.88 \ E as I l7ML• R = RIGHT CENTERLINE
WAY
28, ALL PROPOSED CURB & GUTTER WITHIN RIGHT OF WAY TO MATCH EXISTING. ALL CURB & GUTTER WITHIN SITE TO BE 24'. \ 44 4j ---PP-, E _ EDP = EDGE OF PAVEMENT
29. THE EXISTING DITCH BANKS ARE NOT D BE DISTURBED AND IF EXISTING DITCH BANKS ARE DISTURBED, THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER SIDE SLOPES /1//uMM r5� e AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. \ & I +45 �48 fv5'st_���"��� � ��p�� -�_�_ �F•47.00 ^ \\_ ' 7 E _ E MgL MINIMUM BUILDING UNE
30. THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION IN THE MONTHLY STORMWATER FEE THAT WILL BE ASSOCIATED WITH THIS DEVELOPEMENT. \ '�I(J l 1 �+46,32 �_� �� "`^>-� ��45" "� \4 ! E BOC BACK OF CURB
TO QUALIFY FOR A FEE CREDIT, THE OWNER Ntll NEED TO PROVIDE THE CITY ENGINEERING DMSION UPON COMPLETION OF THE PROJECT A COMPLETED CREDIT APPLICATION p / 46.29 -� ��_ 4j�� 4456- 47.12 �� E -__ NIA SAANIITR METER
R CLEAN-OVT
ACCOMPANIED BY A COPY OF THE STATE-ISSUED STORMWATER PERMIT AS WELL AS, A COPY OF THE SITE PLAN$. APPR0IL 7f ` t4592 � ! •- ���5�',. "-��
�F•45.98 r 4J �� PP POWER POLE
31. ALL STOP BARS SHALL BE LOCATED 4' BEHIND PEDESTRIAN CROSSWALKS. / N/F DETENTION POND 1 I ♦ . 45.0 n 4 �•..=43- O LP POWE POLE
/ 0AV10 M. R HEATHER CHOA7E ' / Z �\ 3.02 ! PPT = POWER POLE VITI4 TRANSFORMER
\ D.B.2602 P.135 +,4B.e1� - 5 SL SECURITY LIGHT
/ 1 I H�ffi -� \ � 4A' -� GUY WIRE
\ ZONE P. 56 48. a +46.97 \� �� a6.6Y� 7' F ` pB - CATCH= DROP INLET
PRE-CONSTRUCTION NOTES: \ / KITCHENS k LIGHTING DESIGNS UNUMI g I 7 •
\ / ZONED B-1 ( �n 4 ��
t. ALL CONSTRUCTION MUST BE COMPLETED IN 5S14H / \ ' 1 i 1 47�I �1�.� �� 7.25 RC = JUNCTION
B X
ACCORDANCE WITH THE CITY OF JACKSONVILLE \� TDp-46�7 / / `� ��/ \ p = REIN CONCRETE PIPE
MANUAL OF SPECIFICATIONS, STANDARDS, INV 38.81\ \ I( �,73 aw \ / ��� L INV = INVERT
AND DESIGN IN SO)
A COPY OF THIS MANUAL \ \ / / ' S -' ' I \ +48.d // / �SZI >I- 9.93 FES = FLARED END SECTION (PIPE)
IS AVAILIBLE IN THE PUBLIC SERVICE$ \ / •q x M +48 5 4 8� ( +�0/' 3�'F�S�'G4 AC. ACRE(S)
DEPARTMENT AT JACKSONVILLE CITY HALL. / \ \ J (\ --5 � / $F = SQUARE FEET
2. PRIOR TO COMMENCING S CONSTRUCTION THE \ \ \ \ 7 / // 4 0'3�"" ;'1 N f1 �� Y/y, SF . WATER VALVE
CONTRACTOR SHALL SCHEDULE A PRECONSTRUCnON \ / tR6,46 r- +46.64 +47.15 I / \ \_ �50� J ' 7.54 D4N= IRRIGATION VALVE
CONFERENCE WITH THE CITY OF JACKSONVILLE '\ / \ +46. I ' Z i / +s \ _ �/ FOC = FIBER OPTIC CABLE BOX
AT CITY HAIL , \ t �� / 8 +36;gt- TLB = TRAFFIC UGHT BOX
3. THIS DEVELOPMENT QUALIFIES AS A TIER 1, PROJECT IN \\�O" / ` + 4� / / ' 19 \ o TB - TELEPHONE BOX
ACCORDANCE WITH THE SEWER ALLOCATION POLICY. A oy o \;m� / / �G , I I� +4737 • I t .55 N7g = NOT TO SCALE
SEWER ALLOCATION REQUEST FORM MUST BE SUBMITTED %,w. \ \ 6 _ M I I I/ / MW = MONITORING WELL
70 ART EN MA CO IN THE PUBLIC SERVICES ENGINEERING EX sA9 h0 +}8.09 I +50 AB/ I SSMH = SANITARY SEWER MANHOLE
DEPARTMENT. A COPY OF THE SEWER ALLOCATION POLICY w° \ a9' /� � N 42 16�48• W 93.74' g5 \ / ! D&UE = DRAINAGE S UTILITY EASEMENT
AND THE SEWER ALLOCATION REQUEST FORM ARE \ 1 •I� 7 /�_47\ _J I DUI = DRAINAGE, UTILITY, & ACCESS EASEMENT
AVAILABLE ON THE CITY OF JACKSONVILLE WEBSITE AT �� > \ / �y 4' CHAIN UNK FENCE WITH \ I I� D.B„ PG.- DEED BOOK, PAGE
WM1Y CI IACKSONVI I F N I IS AND ARE LOCATED IN THE �• �' \ / / 7 41.62 9y" +46.52 _BLACK VINYL COATING- \\\lll I a8 72
�-• M.B.. PG.. MAP BOOK, PAGE
ENGINEERING AND CONSTRUCTION SECTION UNDER 1 \ \ \ / +48 �� _
GOVERNMENT & CITY SERVICES. \ �}� _ ors%
�j/ axn' `r +46.95 +K'I __UT-- - UNDERGROUND TELEPHONE UNE
46.64 aI --TML--- ELECTRIC TRANSMISSION LINE
'��•�, +47.90 a I I - X--- - OVERHEAD POWERUNE
Pn!'� n I ' FENCE
�'I -XSF- - SILT FENCE
]V y�•� = FIRE HYDRANT
4 3 /' //e►//- /+45.74 I v I 56.67
g tin u�i I r �PP = POWER POLE
� ' 68/�" 4 �i ^z ,�J a a+6.67�1 v, LP = LIGHT POLE
\ S4„_ � +46.85
\\ \\ \\ \\ c,GG \ / e0�37.0 0/ 156 /AY
\ \ \� mG�C• \ \ / �` 7� +a4 3 +a6.7� �I O = SANITARY SEWER MANHOLE
POND AREA .M C +46.17 +a6.62 a6.63 I HC = HANDICAP
1n
� I THCPS = HANDICAP PARKING SIGN
\ °g AY 91 GM1' OF JACKSONVILLE
/i / /♦-45. \\., W +46.01 -ry 4768 'v, .
\ A y/ +� '.`. S�$ O D.B.1415 P .I I 33 N/F = HANDICAP PARKING SPACE
\ \ \\ \ �Z� \\�{�y /\.�� // A3 C6/7 i I" ` ` 444www n TRACT I CITY OF JACKSONVILLE = HANDICAP RAMP
a \\ 48-T l •, T /. / /� PROPOSED$ AkZ-46�\ - Zv 6.16 AGP•RES .�i I D.B.TRACT It
1415 DD,
APPARENT ��- // +4 �N /-y' \ ' <�I I M.B.51 P. 89 WW� - PAINTED STOP BAR
\ BOX . . +4"s/ . .W 30 Rap \\ • - / VACANT LOT STOP
' I l INV-10. A �C
SITE DATA �� 1 0.9
NUMBER OF 10T5 = , � f , o - •, 4 �I k' +48.53 ZONED B-1
\ •per-a6 •5 •�F Q ";r-. +48.12 ® STOP SIGN
\ � -' B• ' ' -� " ` 1O a GRADING IN LIMITS UNE & SILT FENCE UNE
NUMBER OF EXISTING BUILDINGS = 0 1,.> ,. \ / }�4. 7 .3y kfJ N 42'26'48 +a6.26 48.1fiX0 +a6.22 +46.47
.1! +a5�S7 F+�s � 7 ��.[ N, "�Xt"�" f-At � , A� A+AI}TaF"AE�I16T,4"� ,ye+,T 'w �1
EXISTING USE(S) - VACANT P a \ �' \-� �- 44,R} ' �90AIPSTERS W
PROPOSED USE(S) = COLLEGES AND UNIVERSITIES �^° a TOP 46.08 +a _ dO1S , : " ` - +T +a6. 851
�✓ +�- 16.09 PS = COMPACT PARKING
FLOW
INV- .1 ,6b¢ +4 a5,93 'PROPOSm (27- (1) RIA4 ! (1) M '"'{ < __--_---_ - rn O .1�m �' PROPOSED W
3 {,6( I 4 . X S G TRAFFIC FLOW
w L___-� •sv= STEEL BOLLARD WITH CONCRETE FILL
NUMBER U UNITS - 1 "'P""+° , IWO'K14'D• CONC. PAD WITH 22'2'K12'0' OPAQUE FENCE 4,1•�' • TNT. 000 = INTERIOR LANDSCAPING
SQUARE
OF UNITS = COMMERCIAL +a6. , - 5'RAD. V. ENCLOSURE W HIGH OR HEIGHT OF DUMPSTER WHICH EVER IS CREAIFR a �,_, �o Sls U '•..` I ENT. 000 = EXTERIOR LANDSCAPING
\ \
SQUARE FOOTAGE OF PROPOSED BUILDING AREA = 13.332 S.F. -
e 0. 186.9T
SQUARE FOOTAGE OF EXISTING BUILDINGS) = 0 S.F. pP y,q3 a16 \ 5 .A'oy�'� \ - / +43.4Y ,%j - 0 �� p g a j,___gs $ a SIS +45.84 I' ' : -1 +17.47 = EXISTING SPOT ELEVATION
t 0 �4s� a �► •� 'PROPbS;F,�, %" * �► H cP o t_ erz .+45.@Y •� I I .� !'. ,1 SQUARE FOOTAGE OF EXISTING At PROPOSED BUILDINGS = 13,332 S.F. INv .68 \ _H b.
e' e• 1' YRAD. % +45162 ,/�, a •�' 9 A.
of _„t49, _ +46.30 '••I PROPOSED GRADE
TO'
1-8 , � �2 . 94o LL +4s. a / 1
SITE ZONING = B-1 46.38 ` Sa"o v ,. _ �f' ,� ,5 `-,_ o : 1, +47.11 a . .1 }� I � ,,,,CS=0.00 = BACK CORNERS OF SUB
TOTAL ACREAGE = 139,482.56 S.F (3.20 AC.) � \ �� 5�j(rj'LAt4DIP1 - �J; ,»y_ C' I •�•',• ••.' � . ,
\ \\1 r \ 1 NT.250 FETAL 8L BRICK , - 1 T.25o T o ��� I I I I
ACREAGE OF LAND TO BE DISTURBED AND EXPOSED = - �
103,807.17 S.F (2.38 ACRES) (NOT FOR LANDSCAPE V$E) \ $ \ 6.2e ° N _ Zr- *4 ' , / z400' '4p t4' TYPICAL ? uI I• ' TC=0.00 = PROPOSED GRADE AT TOP OF CURB
\ 24.00' S'X5'LANDING 66 ;x202 13. 3S2.S.F.) . / ,, ,. .'/ '' '��
PERCENT F SITE DEVOTED M OPEN SPACE = 0 PB0P0gp t8' i I • • ' +46.,9 I °6 T TOP OF WALK
RA A
1 aNd _ PROPOSED GRADE\\ 'o PROPOSED ,{• 05 +46.87 4� � � ' � / = PROP
NUMBER OF BUILDINGS (COMMERCIAL): 1 � TYPICAL ASPHALT � +45b I'6 �.', .',' •'.1 a69 / I �. 45�8T • .�,' • ' � � 'I TW-O.00
a dols FF= 49.40. : , i : t ASPHALT \ /1 OWNERSHIP STATUS (RENTAL, D UNIVERSITIES
ETC.): OWNER -
ppr� ��7�( 13 '�` °, ' W / dly� ) 1 i I. .` e-I--s DRAINAGE BREAK UNE
TYPE OF UNIT = COLLEGES AND UNIVERSITIES \\\ I U+ a a8 - . {, ...g CROSSWALK O �"441t3TRY ' •,/� • +a5.6i /• 5.26•.' .' I ^G. ..'.
NUMBER OF PARKING SPACES REQUIRED (W/FORMULA PER SECTION 102 66.63 /
= 67 (66.66) REQUIRED �_N� - C \ \�i �+�y5.63 '5')t&LANDING 5 F LANDING i tr.aRosav�Ltc -
PER EACH 200 S.F. (13,332 S.F. / 200 S.F. = 66.66 TOTAL) A�, g I G1 04+ 1 :r: 'yy L
NUMBER OF PARKING SPACES EXISTING = 0 ° ` I 1 t SBCF, SBCF STOP v' ,r, YSBCFJ + �$BCF 1 M / / /'�',• / I �• ' ? DOUBLE CONCRETE BLOCK FILTER
NUMBER OF PARKING SPACES PROPOSED = 92 INCLUDES 4 HANDICAP SPACES 's ` i-1� I N 5 Try, ,IB. 2 e!+a'A,+x+ .A#y.R OP ♦ +46.22 ^ / / �, /r ,•�
NUMBER OF COMPACT SPACES ALLOWED = 23 s� O "IKE UI � 'x`.9A>I'°' ( gg11tE }1-'.`.
«'
N
L 4 /
/F c I I f^ 2 .00' �;•. BIKE RACK__
ACK AA .. .: ..::. :: .:..... ... :' eIKE RACK .,. ,. / .' .' .' •'.� s. DROP INLET
NUMBER OF COMPACT SPA PROPOSED - f. f 24.00 /. � i . .� .'. �.'.',• .'.•�.'.'•�•.'.' �•.' '�:• '�•��.;• .'.'.� .� =
SPACES - 0 MORCAN$ FUNERAL HOME, INC. 1 t11 Iy �, 0 .WING GRIDS B,S-:S jl:. tt A, ':;SI�HMA.LK ON PA !R' ~ ,•� Z +4 /
LOT 48. PARKWAY INVESTORS, lLC r d • .4Y.
I I . • ,i En = CURB INLET
`p, I � � 1� T e q - 't ego 4'� " t6.06 ��,a a .' s�'.' •+4557
TAX MAP AND PARCEL NUMBER = 339-20.50 D.B.2297 P.759 Q+ I , q • 'o b -1-', a N. / 45. +. 5.6.7 ••.' 1589. .
MAP BOOK AND PAGE NUMBER = M.B. 51, PG. 89, 01 L-1426 M.B.46 P. 203 d \ ; +4i.'111k '.,( .� Yj y✓- 44 4 .30 III `• / .'I
DEED BOOK AND PAGE NUMBER D.B. 1415. PG. 1001 MORGANS FUNERAL HOME �^ L 9 m, o '+ . -. a• .,'.7. /• (• .',' .' 4ineu•• = CURB BUDDY (CURB INLET PROTECTION)
ZONED B-1 6.53 o. ep� 9�O ,i I�ITYPICAI HANDICAP 9a ' ep 97 4e .ya o •'-t / / 1.' .',• . . .1 ,�/
i II ELECTRIC UTILITY PROVIDER: -ONSLOW EMC o. 'oo .�INT.515 $ t y �, SPACES o. ,� +46.09 q o. TNT 515 a :Yki / 1 .• . . •:•. /o
I hO o ti I~ rclal HIGH NSIMUTY T / / 404'.Welfonds'_.'; ,,� '404 NYetlontls,. . j = RIP RAP
CURRENT LAND USE DESIGNATION VACANT o rn1 q 1 I la % a NT �/_ 50'MBL 8 _ _ - N _ I� r 6' CROSSWALK ,^ H !_ ASPNALTD �� - -f° / �- - - - - - _ - loe
Vim. 01 III I�-4 IN p. f 79� y _ _ _ _e - e- _ _ _ _ � - - +W;4 _ _ _ �. •.. _ - - _ _
LANDSCAPE CALCULATIONS: _ OPF M N,p•' o I o 6 96 pt. ,* TIPICAL '+ pH ' i `' * * 84 6�_ "' T I \ I,, 4�',• •/'�/
y °�°j�. h an an . T 1 9' o :G:,+ Its: 5.55 • �.' ♦ .' .Ti CALCULATION OF REQUIRED LANDSCAPED AREA 5,293.3176 S.F I I I Z `F, 34.44 . ri + .5 tt - "+ ✓ • .\ I'
CALCULATION OF VEHICULAR SURFACE AREA EXISTING = 0 S.F ll GI 1 F I I (' b i L n�lq_ I - �•.',•'. ••••.':• • ' '•• r Approved
tt-- [[��� I. F. �j pp oved Site Plan
I I 5. ',.•: i! 2 .96 Z '"TSr Z .,tt IZ apff>'VS'.( ✓/0 �. .� '�a6�ry, +46.25
+a%.oal Miller-Motte College F'� actli -
CALCULATION OF VEHICULAR SURFACE AREA PROPOSED = 44,110.98 S.F - - ✓ -
� '€ zs.00' / g Tract
afi.. ` I ,r.__ 2400' +,�._ -iX4:-:_.-JJ,//^. I
CALCULATION OF TOTAL VEHICULAR SURFACE AREA = 44,110.98 S.F ' � -
LL a6 49 ._ . . .
IMPERVIOUS SURFACE AREA - .e +48.21 .` '.r.... . < °" .�.: 5?AYR',Ai'x^• ! e3":.A'RS �'..Yec::i .Ag<ant NY.+•.7,u tY �. 3. ,a q ..as. - r:... aY'ti - -•5'r JM:•'4+ xo.�yi +46.59 + .58 . .+ 5.63 .' +4G
CE EA (EXCLUDING BUILDINGS) - 48,170.76 S.F _ `4 ..1 ., , , ...,. .NnR_. ._ -. } ♦ '� +46. .' I Jacksonville Business Park
I I I Z ♦ .�1 _EASIIFR' N_;. UNE APPROXIMATE LOCATION .' . .
REQUIRED L SURFACE AREA (INCLUDING BUILDINGS) = 61,502.76 S.F �- ' `n y =' EXT.880 G7Gi,88f1-� •.,',�',: `',• -
I � 4 B S1aEF���NE �� ' -7-',':' . •.�. ' �a��_ e' sTaEET UwH LINE File:ll-900000020
�11gr-I11snum Bo_c � + �': E ' Original Approval Date: 5/25/11
REQUIRED LANDSCAPING: 5,293.3t 76 ' S5 is d01s ��
REQUIRED INTERIOR LANDSCAPING = 2.646.6588 I �/ t5p,00� d1.� ,63 95 TB•. •• 4 ',y� �' A�,y;. 95
PROVIDED INTERIOR LANDSCAPING = 5.880 I ? �� ,
S II1IA!`� � POSED::.. :BIOEWAL 5.:: . .... ... � � ;:� .:;,._: '1tM`. .:::; . � ' :� •,:; 1 1 . .,.. .. .:. � .... ...... . . .. :.. �.� ... . .
REQUIRED EXTERIOR LANDSCAPING = 2.646.6588 I : .�: . .:: - ;:": -. -. . ,RIIIIII,� .. .. . .. . .... . . . . � ........:. ....... .:.:.:.. .: :
• •..'�- Site Plan will expire on 5/25/2013
_ _ a ""'�i'` unless otherwise stated per Section 112
PROVIDED EXTERIOR LANDSCAPING = 5,504 EXISnNG s �.-\ 2 �47.560- 17- OD_ •5� �� _ �.46.47� 8F=- +_ '�4b+T,12_ -T++oB�• �J - 47.73SSMH
TOTAL DEVELOPMENT IMPACT AREA DISTURBED EXPOSED AREA HANDICAP RAMPS �y �7ICR VISIBILITY PROPOSE HANDICAP RAMPS OA AI( 4ayTWNTY Sg TOP-47.67
( / ) = 139,482.56 S.F (3.20 AC.) �,n T•. 55µ1 /� SEWER 6' CROSSWALK EACH SI OF PROPOSED DRIVE N42R6'I8'W 713'33' HANDICAP RAMPS 8' CROSSWALK TDP.18.3p G1R8 CUT /I INV-37.74
IMPERVIOUS SURFACE RATIO = O.162 TO BE ADA CONPILANT ^ TOP-47.19 VICE o- ON EACH�510sEI OF Q� �47�J �.5•_ wer Line Signature:
NUMBER OF TREES PROVIDED = 8 < ` / 31x,E105TIN 8' �1 1 _ 4�15 Sever Line 1 4 nb'1 all
MV.J8.33 EIa45.88 �_
(3 INTERIOR) (5 EXTERIOR) I MV-34313 twER�M (APPROXIMA TIQI) NE ONTIER WAY I <g Barman, Planner
NUMBER OF TREES PROVIDED = 21 (17 INTERIOR) (9 EXTERIOR) q 20' RADA 60' /W \LIBEL(.') �� 20' RADII �D /
NUMBER OF SHRUBS REQUIRED = 42 (17 INTERIOR) (25 EXTERIOR) --� 4j A'I
NUMBER OF SHRUBS PROVIDED = 184 p -
(52 INTERIOR) (132 EXTERIOR) (EXTERIOR INCLUDES PARKING SCREENING) o_ ..
RED MAPLE I f -... .51� �-w .37� �V#.22t-
21 TOTAL AT INTERIOR & EXTERIOR LANDSCAPING - a7. _ •✓a7 5t
T SITE PLAN
MUST BE A MINIMUM OF 2•IN CALIBER & 8' TALL WHEN PLANTED N� I 7.1� % R
FOR
CRAPE MIA TIN ARKWASAFEGEN N LLC. I I CITY OF JACKSONVILLE MILLER-MOTTE COLLEGE FACILITY
LOT 1, PARKWAY INVESTORS, LLC swro NOLAD. PRO ERTIES, INC. O.B.1415 P.1001AT
8 TOTAL AT INTERIOR LANDSCAPING 0P. 231, P.373 /////�11'' TRAC711MUST BE t" IN CALIBER AND 4' 70 6' IN HEIGHT WHEN PLANTED M.B.tt P. 231, SL. K-i178 1 ' D.B.2{26TP.t40 M'B•51 P' 8BACT I JACKSONVILLE BUSINESS PARK
JACKSONVILLO BUILDERS SUPPLY I I I M,B.48 P. 69 VACANT LOT TRACT INDIAN HAWTHORN ZONED B-, 'Y< VACANT LOT ZONED B-1 PREPARED FOR
176 TOTAL AT INTERIOR & EXTERIOR LANDSCAPING \ III I I 'OR ZONED 9-1
RUST BE A MINIMUM OF 24' IN HEIGHT WHEN PLANTED I I Ig RAY DEVELOPMENT AND CONSULTING., LLC
' GROUND COVER AROUND ALL SHRUBS & TREE$ TO BE PINE STRAW. I I
• EACH LARGE TREE AT THE TIME OF PLANTING SHALL BE A MINIMUM OF TWO (2) SITE ADDRESS.
105 NEW FRONTIER WAY I JACKSONVILLE TOWNSHIP,
IED g ONSLOW COUNTY, NC
INCHES IN CALIBER AND EIGHT (e) FEET IN HEIGHT. WHEN MATURE, A LARGE JOHN L. PIERCE & ASSOCIATES, P.A.
DECIDUOUS TREE SHOULD BE AT LEAST FORTY (40) FEET HIGH AND HAVE A
MINIMUM CROWN WIDTH OF THIRTY (30) FEET. THE DEVELOPER MAY SUBSTITUTE OWNER
LANDSCAPING SPECIES AS LONG AS THE CITY LANDSCAPING ORDINANCES ARE MET. I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS CITY OF JACKSONVILLE N-C. NORTH CAROLINA LICENSE No. C-1888
"SUBSTITUTIONS SHOULD BE CONFIRMED WITH THE PLANNING DIVISION.• DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
Crystal Coast Engineering, P.A. R0, S BOX ,2B
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN JACKSONVILLE, NC 28541 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
STORM WATER POND LANDSCAPING: Civil and Environmental Consulting Engineers HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE 910-938-5200 PHONE: [phone] DATE: APRIL 11 2011 ✓� `- lt
CLEARLY INDICATED; THAT THE RATIO OF PRECISION"'It'- , ,, SCALE: 1"= 40'
F.B. 826 PG.11 �' r
605' of 4' HIGH, BLACK VINYL COATED, CHAIN LINK FENCING. David K. Newsom, PE AS CALCULATED IS 1:10,000+; WITNESS MY I;AR JOB #2011-12729 Email: (Larry) draftp40)1pnc.com
NUMBER OF TREES REQUIRED = 25 (24.2) and NUMBER OF TREES PROVIDED E 27 O/ '•ice DEVELOPER
��y1tl;t, John R. Freshwater, PE ORIGINAL SIGNATURE, LICE NUMBER AN / RAY DEVELOPMENT AND CONSULIINO, LLC GRAPHIC SCALE a
NUMBER OF SHRUBS REQUIRED = 87 (86.4) and NUMBER OF SHRUBS PROVIDED '�qr p _71- DAY OF J� ,AnO 7Ax 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 THIS L /M^4-� 20� fr-ySI�A� ,/q' 3684-C HENDERSON DRIVE
FLOWERING DOGWOOD - 27 TOTAL ALONG EXTERIOR SIDE OF FENC '` < � PHONE: [phone] - FAX: [phone] - - = te0 F 'L
MUST BE A MINIMUM OF 2•IN CALIBER & 8 TALL WHEN PLANTED- License No.: C-2553 :F;\L
_ JACKSONVILLE, NC 28546 4D o 20 +o
TY. 910-547-9344
GLOSSY ABELIA - 87 TOTAL ALONG EXTERIOR SIDE OF FENCING L PIERCE P.L.S. L-2596 O 3
MUST BE A MINIMUM OF 24' IN HEIGHT WHEN PLANTED +A - �"`✓`� REV: 4/25/11 PER 4/14/11 TRC COMMENTS
�1
REF: L 4\. Q i inch 40 ft
REV: 5/11/11 PER 5/9/11 TRC COMMENTS ( IN FELT' )
D.B.,415 P.,00, SHEET 2 OF 8
TRACT n u.RS P. 89. $L. •47R ���r,`„�I�j TN,Na`` �ii
TRACT h It L1.B.82 P. 37, SL. N-71 .J ,'I4 11 1111 11� "',
G:\Pro)eete\Ray OevMopment k Consulting LLC - Lot i JookeonMle Bus. Pork\dwq\BASE.dvq 5/12/2011 8:1J:20 AM EDT
M C I 1 L'' .

N/F
MEADOWS GATE LUC g
CONSTRUCTION NOTES: D.8.3295 P.472 / WILUAMSBORC
M.BAN P. 163 PARKWAY
1. LOCATION OF EXISTING WATER MAINS TO BE VERIFIED AT THE TIME OF CONSTRUCTION. CURVE TABLE VACANT L07 ��
2. ALL EXISTING WATER & SEWER SERVICES THAT ARE NOT TO BE USED ARE TO BE ABANDONED PER CITY OF JACKSONVILLE STANDARDS. CURVE CHORD BEARING CHORD DELTA RADIUS ARC TANGENT
ZONED:.z B-t SITE
SEWER TO BE ABANDONDED BELOW FINISH GRADE & WATER AT THE WATER MAIN. C1 N34'46'16" 182.91 6'1 '1 648.27 183.52 92.38 LI�L_�L�7ML��
N/F
3. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO G WALKS AND USE FILL AS REQUIRED. DLtL ONSLOW COUNTY HOSPITAL AUTHORITY D.B. `/ NEW FRONTIER
a. THIS SITE R SUBJECT TO SELECT CLEARING AND TE CLEARING AL BE DONE SAL ARE THE OWNER OR HIS REPRESENTATIVE'S APPROVAL. L_ L'�►-, L �TML'�,� L VACANT LOT -� �_ _, WAY =
5. SITE SUBCRADINC: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFlLL MATERIALS.
6 STABILIZED WITHIN 5AN EROSION L PLAN IS WORKING DAYS OF FOR THIS SITE AS THE COMPLETION OF PER
HE CITY OF PHASE OF GRADING. ALL SEDIMENTERING - STORMINATER DIVISION. ALL MUST REMAIN ON SITE THROUGHOUTDISTURBED AREAS WILL BE THE CONSTRUCTION PROCESS. IN'M41.40 MI- TML L��TML ZONED 8-1 e?++QS• N
7, ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS. �� "47.01
8, ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T. STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. -►�•)_i7,47 ' TML 11NL
9. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
10. MAXIMUM BUILDING HEIGHT IS LESS THAN 50' 17p pR TML-�_7ML� � 7ML��TML�
11. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET.
12. ALL POWER POLES, POWER LINES, ETC. THAT ARE TO BE RELOCATED TO ACCOMMODATE PROPOSED CONSTRUCTION, THE CONTRACTOR IS TO COORDINATE WA1H POWER L_T►1tL �V,,, a e0 DS (Jq 30 � ENERGY R� L�--1Ml, , L
COMPANY PRIOR TO RELOCATING. pp _
14, NAATURAL11 TOR GASTS NOOTATE ALL AVAILABLEL TETHSRIOR TO SITE. THERE RECEXISTING GAS LINES ON THE NORTHERN SIDE OF WESTERN BLVD. & THE SOUTHERN SIDE OF GUM BRANCH RD. 7ML_7ML�_ L T�1L +47.96 ' +47.70 ST2O5'tO.E L��CK 230 KV LINE) (PUBLIC)
TAfL TML TMtl-�iML L VICI VICINITY NOT TO SKETCH
15. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). L n of hh,hr ) ��
_ h �h M ,J
16. THERE ARE EXISITNG UTILITY, DRAINAGE AND VEHICLE ACCESS EASEMENTS ON THIS SIZE (PUBLIC). 1ML f.4C IMLL__ +471LL
17. ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT. _
18. ALL EXTERIOR LIGHTING SHALL BE POSITIONED AS TO NOT ADVERSELY AFFECT ROADWAY TRAFFIC OR ADJACENT PROPERTIES. t E _ + _/ / L L' T�L� EIS
19, THIS PROPERTY IS IN FLOOD ZONE X. WHICH IS OUTSIDE THE 100-YEAR FLOOD PLAIN, ACCORDING - E 1 E __ / ' "^L L� L I �� EIS LEGEND:
IRON STAKE
TO FEMA MAP 370178-4378 J. EFFECTIVE DATE NOVEMBER 3, 2005. t
20. THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN.
21. VERTICAL DATUM BASED ON NGVD 29. �� L 7 ' l�flL PP L 4 I S19 SET IRON STAKE
22. NO LANDSCAPING OTHER THAN GRASS `WITHIN EASEMENTS OR OVER WATER AND SEWER MAINS. +dss� �TML I EIS EXISTING IRON PIPE
23, AREAS MOILED FOR TRAILS AND CREENWAYS AND/OR REQUIRED SIDEWALKS SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 10 FOOT ABOVE GRADE _! +'*5 3 PP E / -1M1 �� L ECM EXISITNG CONCRETE MONUMENT
(OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED AND/OR 5 1 _Lei E ��E 71LfL I TAtI 7ML- ECC PK EXISTING PK�NNAR
RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN THIS CLEARANCE AND SIDEWALKS SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF +4�7. 1��
A FINAL CERTIFICATE OF OCCUPANCY. 7 �� �A11L TAtI� SPK SET PK NAIL
24. PROPOSED SIDEWALK TO BE 5' IN WIDTH. ^ 1 .. __� ELF- END- EXISTING NAIL
25, TRAFFIC FLOW PATTERNS AND STOP CONDITIONS ARE TO BE PAINTED. �•?• / + / -' - _= I L��•�L�_ (gM). BENCHMARK
26. ALL SIGNS AND ROADWAY MARKINGS (TRAFFIC CONTROL DEVICES) MUST BE IN ACCORDANCE WITH THE MUTCD AND THE CITY OF JACKSONVILLE'S CODES AND ORDINANCES. 0' \\ � 5- - -- �� � TML q • CENTERLINE
27, ALL STOP SIGNS WILL BE Rt-1, 30• HIGH INTENSITY PRISMATIC. SIGNS SHOULD BE MOUNTED USING A ( ) �O \ - /H - 44 =�= �� 46.68 \ ��4 E -TML- ER/WDP . EDGE F WAY
U-CHANNEL POST. MOUNTING HEIGHT IS 7' TO THE BOTTOM OF THE SIGN. �!" / �..-'�-- �•� -' - �� 47 �� EDP EDGE OF PAVEMENT
28, ALL PROPOSED CURB & GUTTER WITHIN RIGHT OF WAY TO MATCH EXISTING. ALL CURB & GUTTER WITHIN SITE TO BE 24•. \ 4541l �- �4,45Y}_�'� � : - _ - _ _ \ "� E �� MBL MINIMUM BUILDING LINE
29. THE EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH BANKS ARE DISTURBED, THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER SIDE SLOPES A/$.�r +466pp _�--L¢q}�y�� - �45- "'`�. ` �I1 BOC . BACK OF CURB
\ �1v / .q -_'�• ��� ��� �44�i \�4' E _- E CO SANITARY SEWER CLEAN-OUT
AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. 77ss F , � -1 47,12
/ 46.2 - 43 45- E VMI - WATER METER
30, THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION IN THE MONTHLY VISION UPON
FEE THAT WILL BE ASSOCIATED WITH THIS DECREDIT MENT, � ��„^ _� }ds9s � - ���- 44 � _ .-� pp . POWER POE
TO OU AUFY FOR A FEE CREDIT, THE OWNER WILL NEED TO PROVIDE THE CITY ENGINEERING DIVISION UPON COMPLETION OF THE PROJECT A COMPLETED CREDIT APPLICATION APPROK I
ACCOMPANIED BY A COPY OF THE STATE-ISSUED STORMWATER PERMIT AS WELL AS, A COPY OF THE SITE PLANS. �/�\ DETENIM �D ' 45.D �F"45.98 41y,2� • 1 �Eb 43. �I� �� LP = Pow POLE WITH TRANSFORMER
No
31. ALL STOP BARS SHALL BE LOCATED 4' BEHIND PEDESTRIAN CROSSWALKS. / \ N/F t 4 a. ` �.1/ 9�� -+ 3.02 pt?
DAVID M. t HEATHER CHOATE LL �� _y / � \ 'a/ �� ¢SL. SECURITY LIGHT
/ \ D.B.2602 P.1J5 1 1 ' CUY WIRE
Mill P. 55 +46.97 \ �./ �� � a6 DI . DROP INLE CATCH T KITCHENS k LIGHTING DESIGNS UNt1MI D 1 n \ 46.60� a7 . JUNCTION BOX
PRE-CONSTRUCTION NOTES: ZONED B-t /p
SSMH / a \/ RCP - REINFORCED CONCRETE PIPE
t. ALL CONSTRUCTION MUST BE COMPLETED VI \-4l / / 1� 73'' S, \ ' -50-1 INV . INVERT
ACCORDANCE WITH THE CITY OF STANDARDS,
INV-36.81\ -.itl ( W .,.�,Id �� �-51� I' FES . FLARED END SECTION (PIPE)
MANUAL OF SPECIFICATIONS, STANDARDS, / / T
' 0. 3 5�-5 7H 9.93 Al . ACRE(5)
AND DESIGN IN THE. A COPY R THIS MANUAL \ / \ ' r \ +48 5 ♦ .8 ( TF �+54.\4`
IS AVAIUBLE IN THE PUBLIC SERVICES \ / � _ m /\�7\ 3
DEPARTMENT AT JACKSONVILLE CITY HALL _/ J/ 1 I \ -SZ X �' SF • SQUARE FEET
2. PRIOR TO COMMENCING CONSTRUCTION THE 7 8 1. ^t46.66 I \ 5 / �/ i 04N. WAILER VALVE
CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION \ / 03 � of 0f \ 5 a 7.5a FOG ry• IRRIGATION VALVE
\ / +�16.46 +47.15 i . FIBER OPTIC CABS BOX
/ \ +46. / \ i f t4�s�- 'ja8 +'a6:'gr- III • TRAFFICLIGHT BOX
CONFERENCE N1TH THE CITY OF JACKSONVILLE \ / ' l Z o \ n TS . TELL
AT CITY HALL. \/ \sa. / ' \ I'a +47.37 ` + .55 TUTS - NOT TO SCALE
3. THIS DEVELOPMENT QUALIFIES AS A TIER 1, PROJECT IN \_ w ii / /F
ACCORDANCE WITH THE SEWER ALLOCATION POLICY. A \ �po� \m� / G LOG h + 69• y4 .19 (/ \ / / I MW • MONITORING WELL
SEWER ALLOCATION REQUEST FORM MUST BE SUBMITTED `T \ \ t\N 49 _ 9' 9� SSmHD&UE SANITARY SEWER MANHOLE
\S A9• _ + .09 +50 e a . DRAINAGE & UTILITY EASEMENT
TO MICHAEL MOORE IN THE PUBLIC SERVICES ENGINEERING EX Ls 9 49. / N 42'26'48" W 93.74' all \ I} 7 47 I DJcUE DRAINAGE. UTILITY, h ACCESS EASEMENT
DEPARTMENT. A COPY OF THE SEWER ALLOCATION POLICY u \ ��// ' ' ' �r9f \ I ^ �/ I D B&APG.- DEED BOOK, PAGE
AND THE SEWER ALLOCATION REQUEST FORM ARE °y \ / /� / 4t.62 4 '4 +46.52 J 1 \l ll 46.72 I M.B., PAGE
AVAILABLE ON THE CITY OF JACKSONVIILE WEBSITE AT \ \ o,� \ \
WWW.Cl-JACKSON1I1 F-NC_US AND ARE LOCATED IN THE t4B 46!07 / i i 90 --UTPGr MAP B
ENGINEERING AND CONSTRUCTION SECTION UNDER - UNDERGROUND TELEPHONE LINE
'� t +48.95 a6.e4+i I __TML__. OVERHEAD
EA TRANSMISSION LINE
< RLEHEAD POWERUNE
GOVERNMENT & CITY SERVICES. \ \ / i�<iI _X__�
+47.90 NSF- . SILT FENCE
+aS62 . FIRE HYDRANT
+ I I I i 46 67 Pill - POWER POLE
/ a
I
' $W I +67z1 �'i LP . LIGHT POE
I.:
TO-AL nCRr?p6't? At39�b?'S6 S F I3 20 AC \ \ \ \ / / �yW 79 a - 4'f9�� '� ''F +46.85 +a6.7b ( I O - SANITARY SEWER MANHOLE
TO'At DI,V'r1R0t I)AREA- 1 T7,807 1 T S F 12 38 ACRES) NOT=9R LANDSCAPE USE) \ /
\ \ \ / .Q3 0j �1 2 /a i W +46.62 + all HC - HANDICAP
+44,43 .P ti vHCPS - HANDICAP PARKING SIGN
i•Yi a +46.17 46.63
.DE 9c?JEwS CEP nFlrnr'7N \ \ zj \ //a6 ///' 7� POND AREA I '40 +46.01 47 8 r� Y
I hereby comity that, to thn�tm;t of my ob-Ity. .L 'S plan has been \ \\\ \ \\\ g�9�'� \ +a9.e2�a� / / T I i70 CITY OF JAOCSONNLLE I n533 N/F• - HANDICAP PARKING SPACE
preoTfed ',n accordance witil l latest CR�ot. Jecksomdlle Manual o/ \ \ CIA /v a0' //�s�391 GP' +44.47 SG� 9 I I h D.B.1415 P.1001 ) CITY OF JACKSONVILLE
SpeciCsolVins and Stallard jTeels and City Code: \ '4. \ ///��/ i/�aa��/ �/ i A 1 TRACT I D.B.1415 P.1001 --� - HANDICAP RAMP
\ \. I. \A\\\ S, }\ }yen/ / � 'T /A/ /// � '� 1�9•p0 _ I Zv 6.451ACRES P. sovTRA( M.B.51CP.nas �
ae� _ �+ / +a4.54i ' I 4b I VACANT LOT STOP ' PAINTED STOP BAR
�1A a Itle vi N w P a �Jy,VS P 1 I I I ZONED 9-1
Yr, t1t11 Da te. a Itletion Number: 18148 \9 \\\\ �P��TBOX ��� +a4.84 yC�j.LN�N (,* I i ® STOP SIGN
A. +48.53
1 IN D�sjn /+aL8 t6 ,}� , I +46.1[ I
1 . GRADING LIMITS LINE & SILT FENCE LINE
\ 1 / N 4226'48" +41 48.16 �0 +45.22 +46.47 CpS . COMPACT PARKING SPACE
h �46 a5 �R
OWN�OPERS CEPTTFICATIGN r_�. PROPOSED TRAFFIC FLOW
-F44�7Fj M 4200 W 16.09 �( I
}44. i TC-48.00 +46.30 STEEL
TRAFFIC FLOW
Ij We hereby certify that all site construction, drainage and grading will p a. �' � S � / '+45k7 i � / � 1 e• I a651 .w- STEEL BOLLARD WITH CONCRETE FILL
be done oursuant to th s Ian and that the applicable Storm water \ s C-48.39 e \ TC•47.31 _-- _ 1M n . INTERIOR LANDSCAPING
p An v tOR 46.06 eb +a6� - /'� ( INVeii S U + ••.') TNT. tHXI
Management condltio s and reaJrerl of the City of Jacksonville. INV- 91 , 4' N +4 5 45,93 I 95 U -� �_�+' ,• • ,' I EXT. 000 - EXTERIOR LANDSCAPING
the State of North Carolina and the Federal Government and its \\ +46. 1 TC-48.60 _>g:; BCS-47.41 4 TC-47.68 Q \ I +17.47 EXISTING SPOT ELEVATION
q. V-4250 j +45.84 I• '
agar-'es me hereby mad= part of tni an� D4S� \ 45 P \ ✓e m PROPOSM�+43.43' - %/ � TIC-48.18 A6" }4562 \ I - �' ••.I 0,00 PROPOSED GRADE
Signature TOP 16.03 L 6 �46� a TC•48.46 �. +45:62 +46.30 A h� r �• ,'
I me: - INV. .68 +46. / a ,/ 1 .',•1 .
� +47.11 1-STORY, /;' _ SLAB
Titre Uate' / +46. U. +45. \ l I BCS-0.00 . BACK CORNERS OF
�yy�� ��r l l
/Yl(2/L.- \\ \ a6.36\ \ c 5'X5'LANDIN
:', n � 1 I I.• '.'.' ••.'.' ••.'.' •�.'.'.' ,•.' .'I TC-0.00 • PROPOSED GRADE AT TOP OF CURB
r e 3 �f 1 1 q r��j m N n \ I . •' . .
\`` \ g• \ ri 6'X5'LANDING 66 ,X:GOZ ,11J,.7J2 S.P / �/�/ 'rid N 1, 9 +46.t9 �A6 I: .•.I TW=0.00 - PROPOSED GRADE AT TOP OF WALK
,u ,,'Oy CONTROL NOTT \ + A $U .87 Jd \_ _� .PF- Y ,dO. . %// `'r� W +45h \t ••:' :'�� 1: s5.82 .:.4,11
� �I�. DRAINAGE BREAK LINE
m (!• �% ;, U 4T H n � / / F • / +45.6's I!45.26 l ,1f.
THE EVIS T!NG DRAINAGE SYSTEM IS '0 BE PROTECTED FPOM THE EFFECTS OF SEDIMENT o- �.�11 , / CO�ppp TRY• TOP-46,89 N / /• .'J L * •.
OfrrTRE AND OURIN17 THE 'JSTALLAT'ON OF THE PROPOSED STORM DRAINAGE SYSTEM. ,...1n W N +46.63 O 5'X5'LANDING , "f763 -.5'XS LANDING/ / MW4290 / / .' • .'•• . . I •..•',• \ • DOUBLE CONCRETE BLOCK FILTER
�To N\ \\ A /+46.27 g h / / / / �. 1•--W
'•Rc;.f".,^'J ';HA_, !NC:U;It BU` ^ICT BE LIMITED TO'. po. \ p4' DROP INLET -
o a ` 1 5 ^ TOP-46.89 14 46. 2 1 16 +a6.22 I/ < ///j / /•. J i , r . ., ® . DROP )NET
�S i•• ` N + A TC-47.69I 4 4 TC-47.89 v ` / /. ,• / / - .' ' 'I• '
P TA An F T F q. A N H R L v O INV .89 V . .. . . .:.:.: . :.:. . <:
Jn �L ON O Sit FENCE SPECIFED LOC TO S S OWN HE EON, ` , INV-44.70 INV-43.11 +4 . . CURB INLET
G 4'SINtAI
PR2TECT STORM WA qR POND FROM SEDIMENT UNTIL ENTIRE DRAINAGE AREA N A H 4 ' 1 f , %5'�' TC-47.83 •' •.• J /
MORGANS FUNERAL ONE. IN
r"1 'Q £ A .. . 9 .'. ••.','.' ,'
IS STABILIZED G 111y �+ .89 - 46.89 46.06 A*45. �.' '+45,SZ', 1589. '.'% • • )
LOT 48. PARKWAY INVESTORS, LL` 0i 6.87 1 TYt-48.50 T7� +,µ. Twer, .50 I n •••.':••• •.': • . • . / ......• - CURB BUDDY (CURB )NET PROTECTION
TW- p8
D.8.2297 P.759 R G1 n \� +46.69 B �• .44 +46.30 1 TC-47.69 n /. /
r>•4'.LA*ION OF CONSTPUCT'ON ENTRANCE, M.B.46 P. 203 ro 1L n v I w _ I / 1' (.' 'L' •• ' ' •� " '" � � - RIP RAP
• MORGANS FUNERAL HOME S}Z^ ,9 1� "° M��l TOP-47.40 " � /
3- INSTALLATION OF DOUBLE-CONCRETE BLOCK FILTERS AT ALL PROPOSED LOCATIONS ZONED B-t 11 v 46.09 / 4'.WetlOrids',••.',• •%`o '.'464 Wetlantls,
n TC-47.96 TEMP.PLUC . ,>E I' ' ' ' '••• ' • '�
,, s A +4 � I • INV-44.20 � Tw-4e. 48. ( TCr4& U ' .� h � . , .
;Hnn'N HEPEoa. AN2 - / � � I' 1N� o. U � TC-47.86 TC=48.40 � - - 50_MBL
+LI 110.47.9 / / INV-43.20 .'••.', '.'.' ••. _ - 1_. _.�._ _ .�',-'_.' - /- - - - - - -
o. /C o? ~ U 50'MBL I < -. -47.40 _ 1 46.46 - - _ - -+ - - � - - - .- - .�- - - T • ,�
1lQ✓y••• --.. •.
4 _ ;LEDINr, AND ES'%•B_!SNING „P„UNDCOVFP IN ACCORDANCE WITH VEGETATIVE PLAN. o m ��% ` p - - - - - - - - - - - - - •FI6.70 - +4 ,, I 46' •• ' •i
AW s h TC-1 TC•48 �6.96 1C•48.22 / 64 \ y/. '� Approved Site Plan
TOP-47.40 ..n /1 5.55 \• •.: . .r rr
I r.;`.yft DItCH BANK': ARE NOT TO BE DISTURBED AND IF EXISTING DITCH BANKS ��- ? 90. .45,y w '� MV-43.61 +45st / / \'.•:.'. •: •'.' ".• �/ Miller-Motto College Facility-Tract I
APf D'GT URBEO. THF' ',HALL. BE REGRADED TO HAVE 3'.1 OR FLATTER SIDE SLOPES "` y ` .. d, IN .34.44 1 1 ;. 50 / •\ ��46^ +a6.25
CLN'IRLutl. ',FADED To PRODUCE POSITIVE DRAINAGE I c1 '� 5. TC-48.50 .q 5O TC-48.50 g TC-48.50 1C•48. I r \ .'••••' �^rb' +,4 oAI Jacksonville Business Park
li3 • ,•.. I File:11-900000020
46.5 +46.59 +d6.58 . . , / +46.0
E YISTWG DRAINAGE SvSTEM SHALL BE MONITORED DAILY AND NECESSARY ACTIONS WILL 4649 46 I I •� l TC• 50 4 4 / t - ';'•}- e' STREET LAIIIl'L IN
BF. 'AKF'J 11, CoOrR To PPCTECT THE SvSTEM. I I .9 n k +46.zt TC•48.50I• .l 'il r ,4 ,WATER LINE APPROIOMA7E LOCMION \ �•.'. ,,T•.. �.. .'. - s_ Original Approval Date: 5/2$/il
1 I•"I" - ---•T- �.•�K 0 63 s .�`I�47 Site Plan will expire on 5/25/2013 -
515 • ••. fsts
unless other sated per Ton 112
1. ORTA'N c'. AN APPPr Ai, SIF 92 SIDEVIAL S . . ..� :': z: t7 . - - :.5` Of►•�. ,:;::< 9. � '.:: v ..�► ie.. �.FMBM7 8�� .� '�FM6486�. �� 7�12_ .�, •"'^08� �rJ 4 SSM14 67
I -- VISC t Section
E x15nNG \ _2 .�a.56•� -}46.t� S51N // INV-77.74 Si-nature: _..
:,LED, RaiIII
�� N4275"4111 713.33' \ a
LC PPE .CN,,TRUCr ON CONr ERENCE WITH 1 ITv OF JACKSON VILLE EROSION •,ANDIGAP RAMPS / SSMH SEWER 24•x60'CONSTRUCTION I o- 21'>b0'CONSTRUCTION TOP-45.30 C11R8 CUT n;- 38 a• 47J _ _ ^•B'�.°w Lh'° E\hagail Barman, Planner
GNTRCIL AND S JRMw4iER INSPEC iCRS a10 93P 5249. OWNER OR OWNER'S >� 'ACE ENTRANCE ENTRANCE 91V-36.33 0.-4SB5 INV.43.49 I
c ET! I (VERIFY) EIOSTING 5• E APPROXIMATFF TKIN NE1l"FRONIIER WAY I ' =+=�I
PErcF SEN Tr. IVF CNALL BE PRESENT 4T rH t? MEETING, INV-34.J3 t Fh Itv ��� ( � ) I
I IB I
INSTALL T- E CONSTPUCTION ENTRANCES. ALL SILT FENCES AND TEMPORARY \ij �� Ad �47.75
SEDIMENT TRAP (DETT^JTICN POND) WITH AN INLET & OUTLET BEFORE BEGINNING Drt .48
GENT PAL LLEAAIN �+i•.v3 .5t�� .�r'P.37� .22�� .91�
GRADING, DRAINAGE & STORMWATER PLAN
• CCNS-QI1CT ALL -,I- IVPRC'JEVENTS. 47. �q.5t FOR
,,IAI•,TAN ;TPNCTL'Pf ; DIPPING CONSTRUCTION. N� '� t FR
T Y° N/F MILLER-MOTTE COLLEGE FACILITY
CITY OF JACKSONVILLE
SAFEGEN 11, LLC. I /^ I I D.B.1415 P.1001 AT
�//' NOLAND PROPERTIES, INC.STABgJZf SLOP(; k CIiCHFS AS THEY ARE BROU SHT TO GRADE. LOT 1, PARKWAY INVESTORS, LLC 'j£w[0V�' � TRACT I TRACT 11D.B.t892 P.373 I11 D.B.2428 P.140 M.B.51 P. 89 TRACT I JACKSONVILLEBUSINESS PARK
REMOVE TEMPORAP•. p.ROS'ON CONTROL MEASURES AFTER AREA HAS BEEN JACKSONVILLE2 1. St. K SUPPLY M.B.48 P. 69 VACANT LOT
STr•B'.U.'ED. ZONED B-1 I / III ( 'RQ VACANT LOT Storm Drainage & Outlet Protection a ZONED B-t
I ZONED B-1 PREPARED FOR
'�N I I ) 'elf Storm Drainage outlet Protection RAY DEVELOPMENT AND CONSULTING., LLC
SITE ADDRESS: ONSLOW COUNTY, NC
ALL EROSION AND SLD'MENT CONTROL PRACTICES WILL BE CHECKED I I ''fig DRAIN TOTAL WET 105 NEW FRONTIER WAY JACKSONVILLE TOWNSHIP,
PREPARED BY
CDR G1ABifT AND OPERATION -HAM ON EVERY RUNOFF-PRODUCING PJEE I 4]9. DIAMETER LENGTH GRADE VEL�1TY ZQK LENGTH '�` � JOHN L. PIERCE PA ASSOCIATES P.A.
PANFALL BUT IN U- CASE LESS THAN ONCE A WEEK_ ANY NEEDED
PE°AIR'; MI Bf M/iF +P.'ED!A 7E LY 10 MAINTAIN ALL PRACTICES AS A 0.29Ac 1.66cfs 12" 99, 0.50% ,
DE 'GNEc B 0.52Ac 2.98cfs 15" 99' 0.50%
C 0.75Ac 4.30Gfe 15" 117' 0.50% CITY JACKSONVILLE N.C. NORTH CAROLINA LICENSE No. C-1888
SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES D 1.02Ae 5.84ch 18" 99' 0.50%
WPEN STDPAGE CAPAC'T" HAS BEEN APPROXIMATELY 50% FILLED. 1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS P.O. BOX 128 405 JOHNSON BLVD. JACKSONVILLE, NC 2854
P.A. RAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY E 1.18Ac 6.76cfe 18 42' 0.50% JACKSONVILLE, NC 28541
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN Crystal Coast Engineering, MADE UNDER MY SUPERVISION DEED REFERENCES SHOWN • • PHONE: 911"= 46-9800 DATE: APRIL 1, 201
Y ( F 0.91Ac 5.21cfs 18 118 0.50% 910-938-5200 • F.6. 826 PG.11 .
IT BECOMES ABOUT 05 FT DEEP AT THE FENCE, THE SEDIMENT
�EVCE WILL BE REPA'PEO AS NECESSAR" TO MAINTAIN A BARRIER. Civil and Environmental Consulting Engineers HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE G 0.14Ac 0.80cfs 12 49 0.61% SCALE: 1 = 40
Email: Larr draftp4®)lpnajcom 1!1
CLEARLY INDICATED; THAT THE RATIO OF PRECISION H 2.45Ac 14.01 2e 80' 0.50% JOB # 2011-12729 Y) /t1
4- ALL SEEDED AREAS 'MILL BE FER7)L4ED, RESEEDED AS NECESSARY, David K. Newsom, PE AS CALCULATED IS 1:10,000+; WI TNESS,11fX'11tOi1j'%n;,,, e f ✓ -
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE John R. Freshwater PE ORIGINAL SIGNATURE, LICENSURE NUM � I 0.23Ac 1.32cfs 12 202' 0.50% DEVELOPER lJi
�(;I / J 2.77Ac 15.9cfs 24" 30' 1.67% 10.Ofps 2 12' 6' Cl RAY DEVELOPMENT AND CONSULTING LLC GRAPHIC SCALE /�y I
PLAN To MAINTAIN r. vIGORous. DENSE VEGETATIVE COVER. `a`I11nul1fit _ 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 THIS_11_ DAY OF `�"''L ��'C`"L__��TTpp�. �/ K 18• 20• 1.00% _ 3684-C HENDERSON DRIVE ,
`� sA'_ARO� PHONE: [phone] FAX: [phone] (z, .. A - 1�1p
CCV TRAC TDR 70 KEEP INSPECTION AND MAINTENANCE RECORDS ON `J�'\ ,.•ti 4% L 18" 62' 0.50% 5.0 fp5 2 9' 5' CI"B JACKSONVILLE. NC 28546 40 0 20 40 Ij
F ,yy"" u
SITE AND AVAILABLE ALONG WITH A COPY OF THE LAND DISTURBANCE c1 f•rT.y., " - License NO.: C-2553 �/ 2 >,1 910-547-9344
PERMIT AND A COPY OF THE APPROVED PLANS. o` /F/� JOHN L PIERCE P.LS. L-2596 ti,5 ¢ = REV: 4/25/11 PER 4/14/11 TRC COMMENTS
r, AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL - ," F �Z W ` REV. 5/11/11 PER 5/9/11 TRC COMMENTS ( � ) SHEET 3 0
PERPETUALLY MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND J/ - - ;9 ��• V 1 inch ve 40 f1.
ALL VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. �/, j/.f/�/ •�'J QL.•!Q
9 Vf NE� ^O nn G:\Project•\Roy DerMOPrnent & Coneultinq LLC - Lott ,lockeonvllb Bus. Pall\dep\BASE.dwq 5/12/2011 9:3T.1S AM EDT
REF
TRACT II uB51 P III SL L-1479 '77jfft 1111 N11.1``Ys b/ / �1'NIN111veT\ M `- I I n�7
TRACT I & II M.B.62 P. 37, SL N-71
�t

x:31
CONSTRUCTION NOTES:
LOCATION OF EXISTING WATER MAINS TO BE VERIFIED AT THE TIME OF CONSTRUCTION. MEADOWS LATE LLC __ ,•cN`��
2 ALL EXISTING WATER & SEWER SERVICES THAT ARE NOT TO BE USED ARE TO BE ABANDONED PER CITY OF JACKSONVILLE STANDARDS. 7�IL D.9.3295 P.472 SEWER TO BE ABANDONDED BELOW FINISH GRADE & WATER AT THE WATER MAIN. CURVE TABLE _i1HL��_ �A. P,L1163
3. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE FILL AS REQUIRED. CURVE CHORD BEARING CHORD DELTA RADIUS ARC TANGENTL-._ L ZONED B_, �� WltilAMSBURG
a THIS SITE IS SUBJECT 70 SELECT CLEARING AND NO CLEARING VALE BE DONE WITHOUT 1HE OWNER OR HIS REPRESENTATIVE'S APPROVAL C1 N34'46'16"E 182.91 16"1 '1 648.27 183.52 92.38 �_ _7ML �� PARKWAY
5. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL ARE REWIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFlLL MATERIALS. 1T1/L _7ML SITE
6, STABILIZED
EROSION CONTROL PLAN IS REQUIRED FOR THIS SITE AS PER THE CITY OF JACKSONVILLE
ENGINEERING - STORMWATER DIVISION. ALL DISTURBED AREAS WILL BE ONSLOW COUNTY HOSPITAL AUTHORITY D.B.
STABILIZED WITHIN 15 WORKING DAYS OF THE COMPLETION OF ANY PHASE OF GRADING. ALL SEDIMENT MUST REMAIN ON SITE THROUGHOUT THE CONSTRUCTION PROCESS. TWILL T�1L 1598, P. 119 `'
7. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS. �� _�TML` VACANT LOT p. NEW
FRONT" _9. ALL PAVEMENT AND STONE BASE THREE BE INSTALLED AS PER N.C.D.O.T. STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. M1� L ZONED B-1 �_ '7r � � WAY
L� ��4"qy N
9. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. 4J.4947.01 L_1ML 7ittl
'0. MAXIMUM BUILDING HEIGHT IS LESS THAN 50' _t47.47 ' LA
!t AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. ` L 12. ALL POWER POLES, POWER LINES, ETC. 7FiA7 ARE TO BE RELOCATED TO ACCOMMODATE PROPOSED CONSTRUCTION, THE CONTRACTOR IS TO COORDINATE WITH POWER
COMPANY PRIOR TO RELOCATING. ��11KL M1; D5 1] _7ML
'3. CONTRACTOR 70 LOCATE ALL UTILITIES PRIOR . CONSTRUCTION.
'4. NATURAL CAS IS NOT AVAILABLE AT THIS SITE. THERE ARE EXISTING GAS LINES ON THE NORTHERN SIDE OF WESTERN BLVD. & THE SW7HERN SIDE OF GUM BRANCH RD. TML `~7ItL` 1NW.4J. 47 e0 (J CK30NSE ENERGY Rom, Z
1 Tk4L 7ML
15. ALL DRAINAGE SHALL UTILITY,
SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN), !_ jJ %/ 9?{ � _16. THERE ARE EXISITNG LITY CH DRAINAGE AND VEHICLE ACCESS EASEMENTS ON THIS SIZE (PUBLIC). +47.96 ' +a t0 sTr35p.E VELOCK 230 KV LINE _TMtl L L-- r__VICINITY SKETCH
17 ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT. �MLL_ L �"��"`•�� (PUBLIC) L-7ML NOT TO SCALE
19, ALL EXTERIOR ELOPING SHALL BE POSITIONED AS TO NOT ADVERSELY AFFECT ROADWAY TRAFFIC OR ADJACENT PROPERTIES. 111tL•�� tTML
tg, THIS PROPERTY IS IN FLOOD ZONE X. WHICH IS OUTSIDE THE 100-YEAR FLOOD PLAIN, ACCORDING / tt7.t4
70 REMA MAP 3 AREAS
4378 J, EFFECTIVE DATE NOVEMBER 3, 2005. _� T1/L I _ L�71NL
20. THERE ARE NO AREA$ OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN. / 1 L TO D5
21. VERTICAL DATUM BASED ON N GRASS
29. `_ E E_ b 4640 n1tL
22, NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND SEWER MAINS. LEGEND:
23. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 10 FOOT ABOVE GRADE \ Z09 � 1�1L 4 I EIS AA EXISTING IRON STAKE
(OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED AND/OR _` +L4Y''2" •T L� L f"' SIS SET IRON STAKE
RELOCATED IN ORDER F CREATE AND/OR MAINTAIN THIS CLEARANCE AND SIDEWALKS SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF +�� PP E /_7ML�� L EIP = EXISTING IRON PIPE
A FINAL CERTIFICATE OF OCCUPANCY. }47�. 1���� ECM = EXISTING CONCRETE MONUMENT
24. PROPOSED SIDEWALK 70 BE 5' IN WIDTH. .5 l� �A9 E E __ TAtI�� CC = CONTROL CORNER
25. TRAFFIC FLOW PATTERNS AND STOP CONDITIONS ARE TO BE PAINTED. L_ L I L��� EPD. EXISTING PK NAIL
26. ALL SIGNS AND ROADWAY MARKINGS (TRAFFIC CONTROL DEVICES) MUST BE IN ACCORDANCE WITH THE (MUTCD) AND THE CITY W JACKSONNLLE'S CODES AND ORDINANCES. �y t 1 � �7g E 7ML TML��jj4L_� SP . SET PK NAIL
27. ALL STOP SIGNS WILL BE RI-1,HEIGHT
30' HIGH INTENSITY PRISMATIC. SIGNS SHOULD BE MOUNTED USING A /. 48i+�87= E __ EN . EXISTING NAIL
U-CHANNEL POST. MOUNTING HEIGHT I$ T TO THE BOTTOM OF THE SIGN. Oa0 =45- _ � + E 4 I TML-71NL�TML (BM)AA BENCHMARK
E
28. ALL PROPOSED CURB & GUTTER WITHIN RIGHT OF WAY TO MATCH EXISTING. ALL CURB & GUTTER 'WITHIN SITE TO BE 24'. 4�!• / 44� 46.88
29. THE EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH BANKS ARE DISNRBED, THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER SIDE SLOPES \ / ry y5`` �_ \47 � _ E �� TML R/W = RIGHT OF WAY
AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. ¢ EDP AA EDGE OF PAVEMENT
30, THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION IN THE MONTHLY STORMWATER FEE THAT WILL BE ASSOCIATED WITH THIS DE SLOPES
\ 4 '� ��_� Zi �� - - _ �•�00 �� MBL = MINIMUM BUILDING LINE
TO QUALIFY FOR A FEE CREDIT, THE OWNER `WILL NEED TO PROVIDE THE CITY ENGINEERING DIVISION UPON COMPLETION OF THE PRO41
JECT A COMPLETED CREDIT APPLICATION \ /(J / t�1 Z --\�� �'44���� ` \4j E E �` BOC = BACK OF CURB
ACCOMPANIED By A COPY OF THE STATE-ISSUED STORMWATER PERMIT AS WELL AS, A COPY OF THE SITE PLANS. 'p I 'L8'21 ,n _ 43 47.12 E �� CO . SANITARY SEWER CLEAN-OUT
31. ALL STOP BARS SHALL BE LOCATED 4' BEHIND PEDESTRIAN CROSSWALKS. ^ AppgO><, ' 4 I iv _� t4t"+ � �y�� 45�-{'`� E �� VA,t WATER
METER
\ DETENTION POND �45.98 4a� ' 43.44 \ PP = POWER POLE
DAVID M. & EATHER CHOATE a . 45.0 I... ,2 r _E�^ Lp = LIGHT POLE
/ D.-8-502 P.
58 I , l �� �\i�,/ / � \ µ '= 3.02 Kam= SPOWER POLE ECURITY LIGHT
TRANSFORMER
PRE-CONSTRUCTION NOTES: \ \ IGHTIN P. 56 'cU I / �_ \� �45- ^ I' _ - �,,�, = GUY WIRE
i. / \ KITCHENS d LIGHTING DESIGNS UNUMI g ( +46.97 +��� \./ _\\` ASS-' CB - CATCH BASIN
ALL CONSTRUCTION MUST BE COMPLETED IN / \ ZONED B-t I r y, \ / 46.6�A7��
SSMH / / \I tea--/ �� I /- a DI = DROP INLET
ACCORDANCE WITH THE CITY OF JACKSONVILLE a / \� �498� \ 7.25 JB = JUNCTION BOX
MANUAL OF (MSSD SPECIFICATIONS, STANDARDS, \ 1NOv s6.a\ / J/'I RCP AA REINFORCED CONCRETE PIPE
AND DESIGN IN THE. A COPY OF THIS MANUAL \ \ \ / \ -' �ry .�� �•73, W ^ ^ ^50� INV = INVERT
1S DEPARTMENT
IN THE PUBLIC SERVICES \ \ / ' I / ' I xl - +48'9U J// i ��\ 2�` 9.93 INV AA FLARED END SECTION (PIPE)
DEPARTMENT M NCING JACKSONVILLE CITY HALL. \ / / :p j ' \ t48 5 /80 I T.QO/. 3C/+�(t 4 5,T+���'��r�..5�/ i FESAC, ACRE(5)
2. PRIOR TO COMMENCING CONSTRUCTION THE �\ / \ m (\ ` ._-53�/ / �� _ SQUARE FEET
CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION / 1(4 03 pj
\ \ 1 ��-,�.- / \ 52 5 / pdNv= WATER VALVE
CONFERENCE WITH THE CITY OF JACKSONVILLE \ 8 '+14648 +48.84 +a715 1 YYYi 1. 7.54 Dow- IRRIGATION VALVE
SF
AT CITY HALL. +46. t / }4 ^ '/a9� FOC = FIBER OPTIC CABLE BOX
3. THIS DEVELOPMENT QUALIFIES AT A TIER N PROJECT IN \ \dO' / I Z \ m\
/ri8 TLB = TRAFFIC LIGHT BOX
ACCORDANCE WITH THE SEWER ALLOCATION POLICY. A \ o`�o \ �m G `&' } 4� / / 4 481 ^ TH . TELEPHONE BOX
SEWER ALLOCATION REQUEST FORM MUST BE SUBMITTED .+. \ / eL0 19 Ij' \ -47.37 //� I t .55 TS = NOT TO SCALE
70 MRTMEN MA CO IN THE PUBLIC R ALLOCATION
ENGINEERING V-x �\N/a49 A9 i MW = MONITORING WELL
DEPARTMENT. A COPY OF THE SEVER ALLOCATION POLICY \ t 8.09 I +50 A 9� $SMH = SANITARY SEWER MANHOLE
AND THE SEWER ALLOCATION REQUEST FORM ARE �`-'' •�/ N 4226.480 W 93.74' g5 I lll7 /��47� D&LIE = DRAINAGE & UTILITY EASEMENT
AVAILABLE a THE CITY OF AND ARE JACKSONVILLE TEBSITE AT I �� v \ \ I \ 1 1 J
WWW CI JANG ANV'I I F Nr IIc AND ARE LOCATED R THE \�• \ \ /�- / 1.62 ..�W� +t8,52 / 1 \\\, IT S 7 -_ -_ T
/�"" DU&AE = DRAINAGE, UTILITY, & ACCESS EASEMENT
\ \ 2 D.B., PG•= DEED BOOK, P
ENGINEERING AND CONSTRUCTION SECTION UNDER � / /aR.a1/ �48!07 I M.B., PG= MAP BOOK. AGE
�r PAGE
,,.
GOVERNMENT & CITY SERVICES. r�6 � ' +�� T+• t48.95
I + I TM = UNDERGROUND TELEPHONE LINE
46.84 i I
a 4r~ ��i4S62 I +47.90 CE
0 -x�_= ELECTRIC TRANSMISSION LINE
IN,
\ / Ae + + I e chi -SF-- = SILT FENCEI
rj3 / i AA� I F = FIRE HYDRANT
/ I I 46.67
\ / a I �pp = POWER POLE
\\\ \ / O W _� n 46.67w ri
TL�L•QISTURBED AREA '0:+'I'., t1 $F12.ly nCRE51,,,r„=oR I ANDS;APE usEI \ / �'Y�5S0� '' .
R'S CERTIF'CATION` ------- \\ \ \\ rg`b \ \ / 9 3Zd /'�5•�- a .79 I '^F +46.85 +46.7� I I + gl ; 7�t LP = LIGHT POLE
}t w 1 - qe� / +44V43 ` / p O = SANITARY SEWER MANHOLE
I
\ i
cent y thpt,: to (T,e best t �G ✓ /� 74 1 WJ +46.62 + �I
p' O'e}da occoreance IA 'h hJacksonville \ \ \ \ \ \ •��. \ /T/ '� 0 ^ 46.63 n
of��y at this pion nas been O / t46.17 1
eD v t e. totesh E1!y of Monuol of \ � AA HANDICAP PARKING SIGN
+8.82 a6 HC AA HANDICAP
S ✓d lcatio�s' ` -\ \ \ \ 44 / +44.� � / H d7Y OF•IAdfS01PALE +46.01 47 8 in 33
c !, arid;St Icv+da.d }Cyails a C!y Code: \\ �Q^ \ \\ °9��-' A '91 pr•� � / / / M11 I ryl xs Nnr THCPS AA HANDICAP PARKING SPACE
.'f11,n1,'11 S atuve._a� m /\../ 4 t�7 / � / �$ D.&141 .I 001 ) I ` HANDICAP RAMP
i / CITY O. J15 P.10 1 = HA D
q_�_y_ Regis,ra 6o^ Ntl be Ne 181 8 P \> '\\ \\ APPARENT -411 4� / z 0. el ACRES V I D.B.TRACT 11001
Dol.4'!AY�e a d TI!I o \ \ i + //�/ �Aylrt,',+1�'. 6 M.&51 P. Be
BMv-A�.��"' / /•s" .• +i44.e8t ,j�C�'/ /// /// / +48.53 I VACANT
P. 89 S� T� . PAINTED STOP BAR
/DE.'EL^PEPS for- T^N ,� \ a6 0.9 Ab E.�µY.+ 1C / / / // VACANT LOT
'R- // ZONED B-1
= STOP SIGN
+46.12
1 _ N 42'26'4$" 4'48.24 48.16 0 �u�••� AA GRADING LIMITS LINE & SILT FENCE LINE
\ / �4 / _ +a6.22 +a6.�7 CPS = COMPACT PARKING SPACE
Ae her that au sre constr \ / W 16.09 Jf
eb. -erfit, ! ur!bn drainage and grading will P '�� � ^+4�� /
b. do e pu suant !o this clan and that the aopncable St arm water 4eC� \ � 7pp 4606 •�• •� ••
H a,!11, 1 _enditions and rauir^merts of the City of Jacksonville, ° INV. .91�' ,6bFy ®4 +A 45,913' I +46.
// ' GRADIN UMR 30/ / ..►= PROPOSED TRAFFIC FLOW
h 'c!e o' North CoroLno and the Federal Government and its �� S W J� . .\ • I 46.51 = EXISTING TRAFFIC FLOW
�r ^< c•e hereby made 6. •�•• G I -------- - W .n. tT„((��"
p 19 \\ ~• •�• •�• 7""• r�•_ A•_ r/• --- ' V �� .'1 I TNT. 000 = INTERIOR LANDSCAPING
o:•t A�/rn4
I \ - / o= STEEL BOLLARD WITH CONCRETE FILL
Sig^a'u'^ F' roP 46.03 0d5 45 \ // / / / / // / ' 95 a5 +45.84I :•: ' \ EXT. 000 = EXTERIOR LANDSCAPING
Pr ted Nom INV ,68 F a6 / / / / / .. /' . /' //.. / / / I '.1 +17.47 EXISTING SPOT ELEVATION
--_ TRIe M - Date �� _-.- !L \ \ \ r �t:9// /j // // / // / AB:II // / j / / / -}45.@2. .. _ ^ !'
/ / / / 46i2�- +46.30 �/A6
� t6.3e \: +45. a'✓ I •' '1 •� ^ � '.'.' .I 0.00 = PROPOSED GRADE '
�. / / ���, // . BACK CORNERS OF SLAB
\ \\ AA PROPOSED GRADE AT TOP OF CURB
\\ 05 ,l46 / // ///// / / / _ \ I 1 I p6
/� / / /A/ / ," / \ ••:.\ 9 +46.19 L'. .', .I TW=0.00 . PROPOSED GRADE AT TOP OF WALK
p V• \ '1 // ,J / /: //. / / / / +45/7 I' .',•'.'.' ' 6 45,8•
- IE P' A-qD njo,N,; E Svc TEM IS Tp BE pRO7ECTED FROM THE EFFECTS OF SEDIMENT ..t�1I / ,t•) ;./ / / / W Ora• 2
eF \ w \ in / / 4A"4ti 1 i• .'� L' BREAK LINE
'1F roar mJp 4N; -HF N nn^N OF THE PROPOSED STORM DRAINAGE SYSTEM. / / / / / off/ /_ • ta5.6C �ra526•.',•'. a-I-� DRAINAGE B E
_
: I ....:.. of >. .•ll INC1.0 Jt RC" Sri- BE L,MITE^ i0. -
// // / /// n // / i�' / I / \ � = DOUBLE CONCRETE BLOCK FILTER
IN,'AILA rI(N OF SL1 1fNCE A7 SPECIFIED LOCATIONS SHOWN HEREON; Lm � \ N > 5 �; V // / / 2 / / .d rq rr _- S'JRr1WATER or)nJ FROM SEDIMEN- UNTIL ENTIRE DRAINAGE AG AREA N/F > \ C \ \O �1 :'! / _i / / � i'I .�
_r.. E E MORGANS FUNERAL �f O P1 1 /I / j/
~ A,INC. > Z ,• � / . ® . DROP INLET
I LOT 48. PARKWAY INVESTORS. LLC r � G 111 ly O� /I ..'. y/. ,• , .. . , .. . .. ,•,. .'.•'.:•'.' .' V ' ' .�
'NS p ..ONS'P_C-I N '. TP D.B.2297 P.759 g ./ o 5vil
o E J Av E. 1 1 f1 1� / / / / 46.06 ,tI l / j'
M.B.a6 P. 203 1h / i I / . / :: / / �,4 �q ¢sS8.7 > '.' +45.5Z• 4 •:• % F29AA CURB INLET
ATIT,N nF DOUBT,I. (• MORGANS NNERAL HOME $fin '� / /'••" :.:/ T.
1NCPF'E BLOCK FILTERS AT ALL PROPOSED LOCATIONS ZONED e-t III /Y / / 1' /// // . . / //? // / ./ // / / /. / \. .' '.'.'� 1',, '. ••','.I 44.m = CURB BUDDY (CURB INLET PROTECTION)
o.Le // /// / // / / / / / 1'.' .',• .'.404'.WetI di •'.',•'.',/�o I•• ' . , .'404 WetlOn e:.;,•..,,,.. .•,.
J')(:O:TP IN A"ORDANCL WITH VEGETATIVE PLAN. IT,
� . $ M .'I . d / = RIP RAP
�/ / / . .,E • . .;
/ r /? 1 �._ _\- - - - L.•_. - - 1.�
*,S'NG D `CH BANKS TIRE NOT tt) BE DIS TURBEp AND IF EXISTING DITCH BANKS � o H - - - - - - - - - - -
ARF DIS TURBEp, rurY ;HALL BE REGRADED 'C HALE 3.1 OR FLATTER SIDE SLOPES ,S,m. v 1 I 1 1 O' ` •4Q •' %//%// /�%/ / G @, 64 - •:='� 50'MBL
AND 'HE CrN TE4LVJE GRADED TO PR CD'JCr POSITIVE DRAINAGE ',II 1 ` -t � IN 34./4I / '� • ' ') /:�'•
\\ r_4gI r Approved Site Plan
H15.55
NG DRAINAGE SYSTEM SHA_L BE MONITORED DAILY AND NECESSARY ACTIONS WILL / \', }46.25 pP
aF Au., I,J GRDER TO PRCTc`r rHc S�$TEM. I , tI
46 a9-' a8 .. .. .t6. .. .. . . .. .. ..�. ' ' MAY. ' '.' +.46.OAI
- I .8 n +a6.zt /r� I I GRA MSG LIMITS • '• / +s6s9 +i6se'.'.•••'.' +45.63'. ,• •\ +46,1T Miller-Matte College Facility-Trac
?1 ,'t.:•I N r t/ .� ^I. • .4 21 +46.0 .'• I -
.SL.LV.Lv CL I"i- \ - •I' ,WATER LME APPROXIMATE LocATwN�\s•'_.', . ,• .' •• '. y�` _• .
�l Jacksonville Business Park
I -�z\ I Tlit�o F7 l�- -t- L��+E } -:::•Ee[y-� � =: T' ^, •a� esTREEr LAWN File:11-900000020
..0 N c :.N AFPROVnI, t� - 83 $is To • ,' 1' S, 515 •�'*�- ��
I Original Approval
I _ , one5/25/2013
_ to Plan will expire
,LJL� PRE_..pN5i4JC '7N ..,pNFFRFNCE WITH CITY EXISTING RApN IMITS
OF JaCKSON VILLE EROSION HANDICAP RAMPS " •• N42R6'48"w 71A33'
CCN'rROL AND C" RMWAr P �� fT� •a _•.,fig+' • . •' ��•47.73 Site
0 ET. NS ECTOPS (010) 939 5249. OWNER OR OWNER'S SS H /� SEWER 24•xso•coN57RUCn0N 55MH unless otherwise stated per Section 112 �`
~--sEp I GRADING LIMITS TOP.47,67
PFoar EN':•'LF ;H:C Pr PPESEN` AT THAT cr • 24'450'CONSTRUCTION TOP=M.30 CURB CUT �o-= MV•37.74
.'E_ LNG. TMBVP= �119 NCE ENTRANCE ) WFIRON11ER WAY I o- ENTRANCE \ Signature:
( Fh .�EXISTINC e• SE t, ,Lp/E cAPPROTOMA TION NE INV.) , E1.45'88 � 47 14- --
JS ALJ JOJCTRu. T C CN-RA 11h4 I Ie 14 9 4j =qUilill -� Ile �` `�"w �^ Linty Abagail Barman. Planner
N-Es, a_I TILT FENCES AND FORE BEGINNING
--ft/W (PUBLIC) I•�s.ee���e�
F D'MFN- 4 P !CF'FJ T'p POND; WI'H AN INLET k OUTLE' BEFORE BEGINNING �> I AT'
.FNr RAf ' 4o'NG
I .6 -,-.Y.Si� 37� .2i� -TT,tF" . .9,= y .•73� ITT'SiaB �'V�.38� 1 �.6� 904 .20� ..--r:.,�8 �47.75
Lt J'1F 1r PPA JF 1rtFN TS
}4 714z5t �- EROSION CONTROL PLAN
. ')'AIN STRucnJRES DUP'NG CONS7PUCnpN- N ][7 I FOR
SAFEGEN II P'1/ N�
L D I I I � N� Y MILLER
COLLEGE FACILITY
a ','APILIZE SLOorc Aq nIrCHES AS THEY ARE BROUGHT TO GRADE. LOT 1, PARKWAY INVESTORS, LLC I ��p l� I � NOLAND PROPERTIES, INC. NOTE: I dTr OF JAacsoNNLLE
D.B.,892 SL. K TRACT I D.B.1415 P.1001 AT
RE MGVE tEM POP ARC EROSION CONTROL MEASURES AFTER AREA HAS BEEN M.B.41 P. BUILDERS
DE S SUP I •� D.8.2426 P.140 FOR CLARITY - GRADING LIMIT LINE TRACT n
`-nB'11ZEC. JACKSONNZ NEDIB ERS SUPPLY II ryt VACANT LOT M.TRA P. 89
• Lu M.B.M P. 89
,,, N LNANCL� LAN ZONED B-1 & SILT FENCE ARE SAME LINE - SILT FENCE VACANT LOT TRACT I JACKSONVILLE BUSINESS PARK
ZONED B-1 PREPARED FOR
ENDS WHERE EVER IT COMES IN CONTACT
TIP
LROSIpN AND SEDIMENT CONTROL OLLO PRAING EKES WILL BE -PECKED I I "� DEVELOPMENT AND CONSULTING., LLC
PAI SrgevTY AND OPERA ION THAN ON EVERY RUNOFF-PRODUCING I I AW`T WITH EXISTING CURBING. �+ TC RAY DEVELOPME
PFPA ALL BUr NJ NO CASE LESS THAN ONCE A WEEK. RA NEEDED SITE ADDRESS:
pEP4Rs WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES As 105 NEW FRONTIER WAY JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
DEscNED
PREPARED BY
SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES JOHN L. PIERCE & ASSOCIATES, P.A. h
N sToRArE CAPACITY HAS BEEN APPROXIMATELY soz FILLED. I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS CITY JACKSONVILLE N.C. NORTH CAROLINA LICENSE No. CIAT
-F'BECOMDIMFNT N1Lt BE RFMp 'ED FROM BEHIND THE SEDIMENT FENCE WHEN Crystal Coast Engineering F.A. DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY P.O. BOX 128 405 JOHNSON BLVD. JACKSONVILLE, NC 2854-1888 0
I1 (F WL ABOUT D5 rr DEEP Ar THE FENCE HE A BARRIER.
MADE UNDER T SUPERVISION (DEED REFERENCES SHOWN JACKSONVILLE, NC 28541 PHONE: SON B VD. DATE: E, N 1, 5411 ✓��
FENCE DE A ASWIFL, AS NECESSARY TO MAINTAIN A BARRIER, Civil and Environmental Consulting Engineers HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE 910-938-5200 SCALE' 0- 40� F.B. , 1. 2 �•�:
a ALL SEEDED AREAS RDI BE FERTILIZED, RESEEDED AS NECESSARY, David K. N2WSOFIT, PE CLEARLY INDICATED; THAT THE RATIO OF PRECISION � 1
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE VwuJrJ, OR CALCULATED IS 1:10,000+; WITNESS MY JOB # 2p11_1272g Email: (Larry) draftp4®11pno.com
c I_AN r0 1J aIN rA'N A 'Or DENSE VEGETATIVE COVER. A%� ,A ' A 2 `h John R. Freshwater, PE ORIGIN,q� SIGNATURE, UCENSURE NUMBER AANIj AL DEVELOPER GRAPHIC SCALE
�'_(� • NE: (91 FREEDOM WAY, HUBERT, N.C. 28539 THIS !8 DAY OF ��t �`Tir(� /' RAY DEVELOPMENT AND CONSULTING, LLC
i
CONTRACTOR IL KEEP INSPECTION AND MAINTENANCE E) DISTS.LVo� p�Pr, ' vz PHONE: [phone] FAX: [phone] 3884-C HENDERSON DRIVE 80 1� i...
SITE AND AVAILABLE ALONG WITH A copy of THE LAND Dls uaeAAVVCI License No.: C-2553 //}� FcaSlO''�� '' JACKSONVILLE NC 28548 4n a 20 40
AFTER AND A COPY OF THE APPROVED PL4N5. i/ 1 / JACK547-9344
5 AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL ' JOHN L PIERCE .S. L-2 6� ��.�L �
PFRPF TUALLY MAINTAIN A
ALL '/EGE'An AREAS 11 DEVICES THAT CONVEY STORMWATEBV !/ _25 REV: 4/23/11 PER 4/14/11 TRC COMMENTSMIIIIE
F o MINIMIZE HE EFFECTS OF ERosloNf., v NI Y� O2:' ` REV: 5/11/11 PER 5/9/1A TRC COMMENTS ( � lrl;ER ) SHEET 4 OF 8
REF: � ` ti nE`Y
D.B.1415 P.1001 '41I,t1,1
'ACT II M.8.51 P. P9. SL. L-1426t.^ v�S /• �`
TRACT h II M.8.62 P. 37. SL. N-71 !/ J v U w
,yAy" ``, 1 lath � 40 R
L. P�EI��,K G:\Prol.Pes\Roy Development d ConwultMq LLC - Lot i Jcoksc•1V914 Bus Pw k\dwq\BASE.d,q Sp2/zo11 9:37:15 AM EDT ?,
NAL' iio

W
j
O
K
a
At,
/ EIS y
41.62 ems J 71.2'
a1.62STOAGE
39. ' 28.5'
56 (ELEV 43R75)
------------------ --% -D
E FOREBAY
10 YR STORAGE 59'
b 1.95 I (ELEV 43.99) r�
FES
INV=42.00
00
-VAIN POND I 1 100 YR STORAGE G -_ o
(ELEV. 33.00)1 ) (ELEV 44.28) MAIN POND T
W O I , 1 - BOTTOM/
Z P 18 UasI 1 7 (ELEV. 33.00)
JUNCTION BO MCI 11 asI ") NORMAL POND
19' i I (ELEV. 42.50) y
U' I /
Z I
O NORMAL POND EL V. 42.50 o
Q , I
J 1------------------------------------------ ----- --45----------------- 10.0' VEG. SHELF (TYP 161.5'
28.5'
•IF,,.
FES 193.5'
OUMPSTERS ,q, 12" STORM DRAIN 24" INLET INV-42.00
CURB INLET
C-INV 4.31 TEMP. STORAGE ��o
(ELEV 43.75) 4 _ T
CURB INLET
TC-47.68
INV=42.50
Treatment Pond - Plan / Pond Dimensions & Layout
Scale: 1" = 30' Scale: 1" - 30'
GENERAL SEEDING SCHEDULE
NOTE, OILY AREAS ABOVE PERMAIENT POOL SHALL BE SEEDER VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
VEGETATION. -
SPREAD 4- TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UMFORM
GRADE PROB2 TO SEEDING, APPLY LIME AND FERTILRER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED UREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
SEEDBED PREPARATION NOTES WHERE SLOPES EXCEED 4X
VEGETATED SHELF FLAMING SCHEDULE
t SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN,
MATERIAL APPLICATION RATE SO , PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED
AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
FILTER.
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP. LIME a TONS/ACRE
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE 20X SUPERPHOSPHATE 600 POUNDS/ACRE SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND FERTILIZER00-10-10) low POUNDS/ACRE PRIOR TO PLANTING, PLANT ANY TWO (2) OF THE FALLOWING SPECIES WITHIN
MAINTENANCE OF VEGETATION, SURFACE FOR FINAL SEEDBED PREPARATION, APRIL - MY
TONE LIMITSPLANT OF THE
PER DESIGNATED
VEGETATED SHELF AT A DENSITY NOT LESS THAN
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM, FESCUE, KY-31 50 POUNDS/ACRE crIEHITTFM NAME CO..NAME
a S CI SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING U SEEDING BERMUDA (MILLED) 10 POUNDS/ACRE pNtnnck•n NAME
Arrow Arun
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE. CONSTANT POND SURFACE AREA 13,419 S.F. 8 EL= 42.50 Sapgtnrh lntlfoll♦ Arrowhead/Duck Potato
5 IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST 1.5' DESIGN SURFACE AREA = 16,802 S.F. 2 EL= 43.75 JAM ARYFESCUE,
- MARCH Andropagon vlrglnkus Broonsedge
REPORT. FESCUE, KY-31 20 POUNDS/ACRE pndropogen 0lonerntus Bushy BeardOrnss
6. LINE AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL APPROX, TOTAL POND VOLUME = 53,277 CF RYE
(GRAIN)
POUNDS/ACRE Ceratophyllum DWOersun coontall
DURING SEEDBED PREPARATION, ACTUAL FDREBAY VOLUME = 11,205 CF (21% OF TOTAL VOLUME) RYE (GRAIN) 23 POIINM/ACRE Sdrpus Punowns common Three Square
SEPTEMBER - NOVEMBER Lea , Duckweed
TGA
FESCUE, KY-31 - 30 POUNDS/ACRE Saurur•us cernuus Lizard "As Site Plan
Hibiscus moscheutos Marsh c'''s Approve
'[Tact 1
MACH 2 TONS/ACRE Pontederto cordata pk:kerelweed F'acility-
Potamo0eton pectlnatus Pond Weed Miller-Matte CollegeBusiness
Park
ASPHALT TACK 300 GALLWIS/ACRE Leersln oryzoldes Rice Brass OnviIle B -
carex sop. Jac1�
NOTE. OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS, scirpus velidus soft Stem
Butlrush File:]1-900000te S 5/11
PolyOorwx,m SPP• Trial APP 12
HOWEVER, VEEPM LOVE GRASS SHALL NOT BE USED. Juncus effesus Soft Rush rOVal Date: -
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT Nupxir luteum Spottwrdock to Plan�yill expire on 5/25/2013
Pan)cun vergatum S•Itchgrass er Section 112
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE. ELEVATIONS SCHEDULE Accrus catamus Sweet Flag isestatedP
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND Vaterweed therw
Eloden cnnadensls unless O
REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR LOCATION DESCRIPTION ELEVATION Vnllsnerin nnerknnn Wild Celery
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER-EXCAVATE" THE POND 'Al' MAIN POND BOTTOM 33.00s Zlzanlo nquntkn Wild Rice Signatnr¢: an P1arinCt
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER 'A2' FDREBAY BOTTOM 34.00M Abagail Ban"
PERMANENT GROUNDCOVER IS ESTABLISHED. THE CONTRACTOR WILL BE REQUIRED TO 'B' PERMANENT POND 42.50
DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE 'C' TEMP. STORAGE 43.75
PROVIDED. 'D' 10 YEAR STORM 43.99
Embankment shall be corlatructed of uniform native material iroe of
'E' 100 YEAR STORM 44.28 excess silt, rock or gravel, debris or vegetative matter) compacted to
■ INCLUDES RE0'D 1' SEDIMENT STORAGE ZONE. 95X of maximum dry density in accordance with ASTM D1557 (8"-12"
Lifts)
`�OT� VEGETATED SHELF PLANTINGS
8' Min Extend finer to the higher Contractor SHALL include vegetated shelf plantings Into his scope
of
♦ work. These plantings shall be Installed Immediately upon completioio
n
Berm of the SHWT or 100 Year Elevation. of fine grading activities. Upon tnatallation of selected species,
Outlet Structure R contractor shall fill pond to normal pod Q$ shall be responsible for
----F (See Detail) E 45 0 r h�OTinig lion ofatlormiwater faelll�yyntll their
uch timle as o�lantna5
Emergency Spillway (Elev. per Site Plan) S •" I irrigation
Iev. cartlf , th
SZ Elev. 100 storm m 0Ge Installed and demonstrated viable. -
------ --- 3 I Elev.
Inlet"D" 10' 1 3 - � (100 yr storm
10 storm.
Veg. Shelf
Elev. "C" 1-1 2""Storo aElev.) Pipe HIHNrq// /� ✓�� jw
�Elev. "B" (Size & �Y\ C
(Sze per Drainage
Outlet Pipe Plan) Material per Drana ige Plan a�
Permanent Pond Elev. "B" V7 1, _
--_ \Draw Down Orifice ° -
Outlet Protection Antl-Seep Collar = Assy. (See Detotl) v c rn = _- UndisN�i� /
(See Erosion/Sed. (See Detail) 1 ei u 1 - +:hGiNE� O
Plan) u = Material : -y / ..... c
Bottom Elev. "A-1"
Orq
_ .. C_.' ' "Overexcavate" Pond by 24" and / NOT RELEASED FOR MST RUCTION
_ r : --- -_ ='; Backml with 12' compacted cloy STORMWATER POND DETAILS BY:
u k; :" material (see note) 12" topsoil
Crystal Coast Engineering, P.A. STORMWATER POND DETAILS
PREPARED FOR
12' Topsoil Vegetated Shelf Plantings 12" Clay Liner Civil and Environmental Consulting Engineers 4
12" Clay Liner (See Planting Scedule) 12 Topsoil David K. Newsom, PE TRACT 1 JACKSONVILLE BUSINESS PARK
IlkMain Pond ore ay 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
PHONE: [phone] FAX: [phone]
NOTE CONCERNING POND LINER JOHN L. PIERCE & ASSOCIATES P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
Treatment Pond - Section DATE; APRIL 1, 2011
Pond liner shall ti constructed of 12" compacted cloy material PHONE' 910-346-9800 F.B. PG.
SCALE: AS SHOWN
(hydraulic conductivity < tx10-e cm/sec) either obtained on-site or Scale: None (Vertically Exaggerated) FILE NAME'
from offsite source. Contractor shall provide hydraulic conductivity JOB # SHEET 5 OF 8
test results to assure material meets the above requirements.
Alternately, Contractor may provide an HDPE Liner with equivalent
effective hydraulic conductivity.
fr:
yt
t

i.
"Spot., Weld Typ.
/1-1/2" Steel End Bar
1-1/2" x 1/4"
/Steel Bar ® 2"
/ O.C. \
See Schedule
e
A d
"Spot" Weld Typ. • < 6" Min. 10"
® 1/4" Steel 6" Clean-out Cop
a \ I Outlet See Schedule
o " d - Q Plate I I Structure
c o Stoma e_Etevation Wall
v 1-1/2" Steel a ev. "C"
o Angle Frame Cont. a m D
v all Sides a c Cont. Weld/ ,
v 2n a e / to CMP c >> j
3 ui c� a w a
o a � I 6" PVC PLAN VIEW
6 . e G - Tee
Z <
U D
A e 12" Min. 6" PVC
Permanent Pond Cuw �
• Elev.
a 1/2 D
6" Min. �
n • " Cont. Grout
• A I 54" Min. Seal
RIP RAP 1/3 p INSTALL GEOTEXTILE
"Spot" Weld Typ" / Outlet .. 2J2_ Drilled pHo a PLAN
(TYPE PER FILTER FABRIC UNDER
Structure as ) RIP RAP
-1/4" steel a Wall SECTION VIEW
Bar Stock Anti-Seep Collar Draw Down Orifice Assy. -
1. D = INSIDE DIAMETER OR WIDTH
No Scale No Scale OF CULVERT
2. MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
Grate & Frame / Trash Rack Rip Rap Scour Pad
No Scale NO SCALE
10' Vegetated Shelf
J
U 5'-0"
v 5-0" S uare 6" Min
t NOTES
o w B 1 Typ.. v 1) OUTLET STRUCTURE SHALL BE
PRECAST SQUARE STRUCTURE AS
o s V) MANUFACTURED BY CAPE FEAR
m v
Grate & Frame v
a, PRECAST CONCRETE, INC. OR
� : EQUAL
0
a I I a 3) PRIOR TO FABRICATION OF
_ PRECAST STRUCTURE OR STEEL
Draw-down Orif ce I GRATE di: FRAMEMASH RACK,
Assy. (See Detail)\ CONTRACTOR SHALL PROVIDE
\\ I SUMBITTAL DATA (SHOP Z
DRAWINGS) TO ENGINEER FOR
CMP _ REVIEW AND APPROVAL
3 Out
Pipe r
Trash Rack Grate Not J
(See Detail) Shown for
Glorify ELEVATIONS SCHEDULE
E*cavale area around
nrJice assembly as to I No 5 Bar "U" Strap
provide unrestrcted flow L — — _ — J (Coot W/ Bitumastic) STORMWATER POND NO.-I
LOCATION MAINDESC P13ND ELEVATiOW'Al' MAIN POND BOTTOM 33.00a
B-1 •A2' FOREBAY BOTTOM 34.00m
B. PERMANENT POND 42.50
•C' TEMP. STORAGE 43.75
TOP VIEW •E' 100YYEARSTORM STORM 44.28
■ INDLUDES REG'D 1' SEDIMENT STORAGE ZONE
10' Vegetated Shelf
� U
U 5 -0" .)
6" Min 5'-0" iS uare 6" Min. 5'- Square 6" Min Approved
Typ " Wier (NITS) roved Site Plan
Miller-Matte College Facility-Tract I
Berm To Berm Top Jacksonville Business Park
Grote & Frame I File:Il-900000020
Too Elev. "E" (100 yr storm) n —(See Detail) No 5 Bor "U" Strop royal Date: S/25111
E e "D" (10 yr storm,) o Emer enc 5 illwa m r en S illw Too Elev. "E" (100 yr storm) original App
(Coot w/ Bitumostic) Trash Rack v Elev. "D" (10 yr storm.) Site Plan Will expire on 5/25/2013
_ Cont. Grout e � •` '
Trash Rack /Seal 5\0 —
orecasit Weir gerM (See Detail) •• " +I'
(See Detail) f unless otherwise stated per Section 112
Elev. 'C' (Storage Elev.) p Pre cost Hole / Precast Hole 'y,�;.• " , v Elev. "C" (Storage Elev.)
/ for Outlet Plpe $i nature: planner
Drow—down Orifice for Outlet Pipe " - - g AbagaiI Barman,CMP Outlet Pipe (Size per , " (:,
Assy. (See Detail)—� Precast! Hole �'� Drainage Plan) Precast Hole '� I ,
for On ice Ass --�- • for Orifice Assy
Elev. "B" Permanent Pond •�'
Elev. "B" Permanent Pond
ant. Gr ut Seal -v .a- T Bottom ley x% ' • t
-6" min at Structure Location
12" Co^cr to Ballast`-
Floor `� •° Anti-Seep Collar "•
6" Min. (See Detail) Excavate area around orifice
Anti-Float Block assembly as to provide /
8" No. 5 Stone (4 CY Concrete) unrestricted flow (Hatch Area) 8" No. Stone -
'to^`
Excavate area oprovi or�Flce
- assembly as to provide
anrest"Cled flow (Hatch Area) Base Slab 6'-4" Square Base Slab 6'-4" Square ✓(/
2p
,�1 � i J
`1 CA �ii I
SECTION A-1 SECTION B-1 � • �
`.���.�FESSi
Outlet Structure Details
No Scale o 0
P ar�Mof �o rM' 8g�
STORMWATER POND DETAILS BY:
NOT RELEASED FOR CONSTRUCTION
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers STORMWATER POND DETAILS
David K. Newsom, PE TRACT 1 JACKSM&LE BUSINESS PARK
3817-3 FREEDOM WAY, HUBERT, N.C. 28539 JACKSONMLLE TOWNSHIP, ONSLOW COUNTY, NC a'
PHONE: [phone] rr FAX: [phone] JOHN L. PIERCE PREPARED SSOCIATES, P.A. 4
REVISIONS 409 JOHNSON BLVD. JACCSONVILLE, NC 28W
4-25-11 PER 4-14-11 TRC COMMENTS PHONE: [phone] DATE: APRIL 1, 2011
SCALE: AS SHOWN F•B PG.
JOB ti# FILE NAME:
SHEET 6 OF 8 ,
x
ML;• I Io � ,�

- ,..T-.r•, r .r r.
' ne-0T,2CC•A. ,:.y;:// G, ] ,.P,IM14, 'co .• .•... ='^'A - L%./1'S PM ]f.<P.P.ndh o. ucl•N �Vnoalkg =,q,evf _5•h•�'•nnn ,•.e..eb �M
PLAN VIEW ,e o c 12 - -- ' - - -
'N -{
PLAN VIEW SUP RESSn•, w 12 t SURFACE ISOMETRIC VIEW •/a' RADIUS 1/2- T FILTER FABRIC EXISTING ROAD
U' - /- 24" 014 % 35. 4Ax VU4 SLC^- - 12.,
�Kl ° (TINTED 9A'- _S„° GRAY) i,'^•, MIRAFl 100% pt EQUAL FILER CLOTH M 3'-0' wOTV
_ -+ - -- �--N�! -
Ot rpL♦ q CORNER SE v0 c lAR ABLE SLOPE 30R 3-, 7/a _qr. rNTI ' , • ig I SECURE TO FENCING. EXTEND FABRIC 12' INTO -- �-
1 1 I LAP DETAIL No rx-r-; 1 25'R - 5 R ,/a- tS sn AL- _2' 30'R 9' S } "• 2 PREFORMED ASPHALTi I E%CAVATIED /4ENCH. NO BU9LAP wLl BE PERMITTED.
SEEOTEJ / i ' -. - RAPRECNATED_s r EXPAN90N JOINT.5x5 n1 'GS POS -ARJAAPI`UT' v - -"P CAIBD_- HIACr rP P �'�' RE RN 'Y"' VARIA9LF AS DIRECTED BY PUBLIC SERNCES DIRECTORA Tll AL SPACNOC E'-0' 4A%,
4 ) TYPICAL EXPANSION JOINT DETAIL NORM9' COVCRE' P " "' '•••• 'I' REDUCE TO 4'- ' NEAR LOW AREAS.
'N;�\ e �• vARESn,* (5,,r D G OF JACKSONVILLE
.[ �x
• 0 '�1vmr-, S'OF WA_K AND CREENWAY PLANS) 3' MINIMUM V-Y
R/W
.�V\., AF.^AL ''� ..c" . ... _ / V1pr i TJOIEp EiCC (T"P'CAL) SEE DETAIL bc•.D1 n Y�zs .{ \ \ R/W
1 A ( i A f 1 - 6' wet u_u-�` t/JY PREFORMED ` 4 T. JOW PSI
4'-O' NVIV_V ��. EXPANSION STRIP ,) 2 CO♦CRE-ES/W 190 N,._. yLL-vN 2� 4a,ti.
PA Pi WOOD +i" WELDED ORE FENCE A• SPACE.
PANELS WTH 6' VON M_V VAR_S PER PAID_5 0* • VIP- '/br- 1 12 CURB LL J• .(+�{x.' TOP E BOTTOM ER ES ARE 10 I / ,
}) 2%e n' S CUR9 Rr-Ugy 4FDV SLOPE -�I y LL• W -.'` - GUAGE MIN., INTERMEDIATE
5D MIN.
- T"P1CnL PT = PRESSURE STAINLESS 1'p!J, c Ir PAW-VENT
<?t
1 - � 5 EEL S 4' THICK 6' MINIMUM - - `✓ vv v ORES ARE 12 1 2 GLACE MM.
L
-I TREATED CREWS �� �, • ,?' F /
ALK - -__ - - EXCAVATEDTRENCH0 ENGTH
LONG SIDEW ' �r. _ TIE_ T' W Wy,. L vWv �hx ,. FENCE 6' Y'
C npYr,n_I / `A A DETECTABES' vER-1CAL CURB
.. EXTEND
, 2- °REFORMED _ i CURB3.
'''" W W v W
LE
5xS FIT CORNER '� ` AS'HA_i IMPREGNATED
=P nr GAT_ F,=ANSON STRIP ,2:t MAXIMUM SLOPE •VARIES, MAXIMUM SLCPC J.' COMPACTED UNDISTURBED J I-� L 'Y`' � WWv- vW v NQTE 1. �{�
GAY-
- POST -, PAVEMENT UNLESS APPROVED B+ r_r L- t 41 �I I
\ SELF-FASTENING STEEL POSTS XCONSTRUC
I ?f
SU9G4AOC SUBGRADE o P + •,• v DRIVE POSTS N' IyTO OROUIID
_ r - GATE ELEVATION '"":A , I i � �•/2 Pueuc sERNces DR; 'OR, ' -- Y, v- ., w �• .H ,}
1 c. -n1L _ "q -�I I : . - Q TYPICAL SIDEWALK with UTiLiTi' STRIP J'W1i LL' ••'W�' LL•W }�
li `LT I ;,u
2 ]EAR - : '�T y W W v W LOW POINT
+•I'- L C'VPn^•-C BACKr LI i _ Y W > BRACE POSTS AT
W LL W
i SECTION A-A * " " TION
•. . - ---- -- ,, SECTION A-A ,-2• G _ / NAMES (SEE c-• OF JACKSONVILLE ENTRANCE
1 . , '., z NOT TO SCALE z ,' cnWN SaF wA,K AND Txw GNWAr
I VARIES PER RADIUS OF CURB RETURN PLANS 3' MINIMUM L- � PROFILE f�
, EWSRNC VA XI E SEE DETAIL 401.01 I:u 1 �I J r
„
$L^-E bn• vnNl 0-' :c ''+A. 'Qt /2• s DEPRESSED CURB CEP•E55°C _'.R9 $I OR TJ0.CD EDGE (TYPICAL) Lam_ y,,,yl-yy�,�-i�1 �;( ��r.
RC;1-Li ;R4i nr, IV
,° v/'° n _ 1 oR'r3R4r, OEM ( I - I J ,4 .
;3; :,A , - 5 M.N. MN a -�, ., NC J000 PSI ll (SEE OITE)
r - .. .. ° AY`-AL x 4 i ..
a
R v e /' � _I n . i IVPq GV A-r. g•-0. 6._0. 4.-C. .-0' �" OVCRE TE,-5/W -.r- 40♦ A\F; ..
EXPANSION S-4= I T •/2 90' TYPICAL -
- - G�'RB°` - . - CURB I „D MAX. GE FABRIC
1 - - - T ...a-- _ . G,`p,d 9v TOPr�� 1 a. 2•-a 4•
2 O
♦ __/ ,\ VTP❑CA- C.R' 1� ,.
PAVEMENT r + PLAN VIEW
VAR,, SLOPE NOT GUTTER 1 'Q 151 - NOTE 2 I y SD@CIfCOtlon3
I r! ITO EXCEED 12 1 -s TT i= 1\• r '. IP'i- 'I II IL-1
q- F o' ivy rn _z \ �JNGgNA_TO DEP ESSED CURB SECTION B-B LINE -�-
! OR ST`=L ~
^R-+ 6 5 A23 , W29 - ANC__ CAST IRON MAT WITH BUILT N TRUNCATED
VARIES MAXIMUM SLOPE }:, L-COMPACTED UNDISTURBEn IL- ti,"F1 � " >' ' If STEEL DRIVE POSTS
DOMES IS TO BE SET ENTIRE
WITH THE UNLESS APPROVED BY THETOR SUBORADE SUBDIVIDE =`JI MIN. 24' (EXTRA DEPTH
- AA* r-V -Or i � � i CONCRETE AND 14E ENTIRE SURFACE PUBLIC SERVICES D'RECip4. cl ��� NOTES 1' ' REQUIRED FOR UNSTABLE SOILS) 1. Stone 9IZe - 2"-3"
9I A= F "\ rrY m G 1{/N BETWEEN THE MAT AND CONCRETE GLUED T�e in backfill Into Trench and COmpocf the ( i 2. Length - As effectim, but not less than 50 feet.
I L:Cd _ �- 2) -xs cT + ..F- y 'MTH EPDXY CEMENT. EACH MA7 IS TO BE TYPICAL SIDEWALK with UTILITY STRIP
. NOTES _ - - " ' • NOTES: A- LEAST 2' LONG AND 3' MDE. soil firmly to anchor the bottom of the sill fence so that the runoff is forced 3, Thickness - Not less than six (6) inChea.
-- --- --- ---- m� NOTES to 90 through the fence. No runoff la to flow under the fence. 4, Width - Not less than full width of all points of Ingress
r-oe'^.,• „n•orr-ed ;c. I ( 1. Detectable warnings shall contrast visually with adjoining surfaces, either Ism 2. To Increase storage capacity and prolong the life of fire'silt fence, excavate a asn d V1% O y concrete,
on strip along perimale• o/ SvrSCN ;-22 Crg 1. Provide 1" deep tooled traverse structural scan joint with 1 8" radius g P p g Of ress. Minimum Of 12'.
F d e d mps'nr -I'd abvls o y concrete. - r I I on dark or dark on light. j / 6"x6" sediment trench uphill along the line of posts whenever possible. e9
C..mpsbr be scree^eT. 41nir-u•n gale width to be 10' 0" in accordance with NOT7=S' '` CR-- :CN JRE-L
r - GCR RDu$ n; 2. The material used to provide contrast shall be an Integral at 6'-0" e.a•
iac4 sonvlle zo•nng ordnance. 1. Alternative design mull be approved b the Planning ivi i surface. 9 part o1 the walking 4. Total drainage area flowing to silt fence may not exceed 1 acre 100 LF. of 5. Washing - When necessary, wheels shall be cleaned to
2. 1/2"32'- reformed asphalt impregnated expansion strip butting
to be placed simc B g y / remove sediment prior to entrance onto public right-Of-
alit fence.
( Y 9 D son and the Building 3. Dlmenaions assume 90' eenterllne Inlsrseetlen of streets. 32'-0 o.c. longitudinally, od(oeenl to curbs, when bulling existing strueturaa, 5. Silt fences shall not be used at pips outlets or In areas of conceniroled flow way. When washing19 required, It Shall be done On On
Code Administrators. Concrete shall be tinted battleship gray. Pointed surface will not be acceptable. concrete, or buildings, and of changes In width. (creeks, ditchlines, swales etc,) oleo atablllied wit erushad Stone which drains Into an
I K l./ T>I'•renen nt P,N.twm A.
L •mow: 1 .o e.,a, _C.f i-', r•1 j \( KS0N\ti,L.F. ""R"'"`-" aSONVIL apru,e„rneAc s,.im
4r, , v.:,.l•rn,n.,. .] n- T•G LAN rn.s.IM CITY of JACKSONVILLE mrJn.,.n,+v-•� R vrt�e aaw.rrwrvrWa,sw.d R.+•...aha>a.a[ee.
c ,-A- - tf h Pn.a.us CITY of ItE� °+-r•nA"y^- .w ... w..Np v o�P...r.ra.r AwA.-a�pm�- approved sediment trap or sediment basin. All sediment
a mu as,., Po.a. s CITY of JACKSONVQ L E ravel, boards
`'11 - 1 C ,m.r.saswl FED.m.nwlAaso„.u.wARa,.aew+.aTxwPna. h ro.e.la CITY OfJACKSONVILI.E PP
DUMPSTER PAD DETAIL N'aT S. °,e� TIMBER DUMPSTER SCREEN „wr.eek �� A """`n" '""'�'"m°""A'ar"p"p"� "°°° ' c ,.�® Ncaal a..FIN+s Ao2.a....wA,a.PW�ao.a.Y shall be reverted from on any Storm drain, ands
,cue mAr-, s•;r,,,11 wAl• arAs, .,:,,
(WITHOUT FLOOR DRAIN °�" °^ 'I" T• 130 MPH DESIGN (EXPO) otherf nand g
TYPICAL WHEELCHAIR IYnsee ,40JA2
. m --_ ,^ten o w • - RAMP- TYPE I Re 9x aA a waerA
�~ TYPICAL CONCRETE SIDEWALK R,`,:. ,+mob�oa -�
AND EXPANSION JOINT DETAIL "m° °"n "®'"
_... -- --- 6. o her approved methods. t .+ o
TYPICAL rAu "`AL4 or watercourse through use o bo s, g is
., ,...•.+ Nw r.awr ,aso.aa ..
,wsm t W t I,,.xpe 1 r t '+ r+., eA .even aTe PSSI Or t rOVed �,
-- --- -•••� r~'0� !r ' Nn,.raw - - condition which will prevent tracking Or flowing of sediment i c 0
SII.T FENCE ,tease t . I Maintenance - The entrance shall be maintained In a
onto public rights-of-way. This may require periodic top
NOTE, THE STATE HAS MODIFIED THE REQUIREMENT FOR POSTS USED dressing with addlUonol stone ae condltlona demand and La N d
I Tnco, :w,.,^rrNx, _ . a:rA FIN A 9 C ��•'OK p N <n
O WITH SILT FENCES. THEY MUST NOW BE AT LEAST 1.33 LBS. PER repair and/or cleanout of any measures used to trap _ „ N ,n A. To
_ LINEAR FOOT STEEL POST, WOODEN POSTS ARE NO LONGER ALLOWED. ep
sediment. All sediment, spilled, dropped. washed or tracked % o o "a o c. a
sy H ` CURB TRANSITION onto public rights-of-way must be removed immediately. a+ (� •0
a- VJ $D fn o > c a
r 1' 17ED CONSTRUCTION ENTRANCE (D-5)
a BACKOr Hppp `DEWEY BROS. INC. 24" X 36" STAB V
OPEN TERRAIN \� / - °III �e• ALIGN�TM BACK / d o raw ea R r L
/// DROP INLET CH-BTU-2 NOT TO SCALE ° > �
y Q
AN OV'R 4v 4Ar I st.y I = 0 ^
9E R=_QUIRE: iy OR VU L FOUNDRY Y406 D''-BA0.03 _
F�RAMEL COVER k5H00D PIPE ID
5
-SA :JVC.LP 4'dNuV , ,<• VARIES
; , ASS; >;•z sF g
I � 2 e_4 r_L r o,>. u.H u I i moo. ' BRICK ' waa�OK'e1�
MA58
PRECAST STEPS \ j SEE VOTES CONIC. GROUT
MANUFACTURER OR N.A. - 1` �' ,L01Y +
INDUSTRIES ' ) a, '., A DETAIL 63/.03 FILL
i "COMPACTED
C SEE DETAIL CO'C05.04 ,iM \` G BASE
(MUST BE 16- ODE, .l��\ W
1 i 91TUVINOUS CONCRETE SURFACE INSTALLED TO BE 7' PROM \ 0.
COURSE TYPE S-9.SB. 2" MI FREE OF WALL TO BACK OF
E x'S'INC PAVEMENT OR I MINIMUM STEP AND SEPARATION)GREATERTHAN 711� -�
ICAn a' VN V.V \\ IS- OF 2CLEARANCE USMIN, \ I \ y�i' MAXIMUM all a:
n'C_I ('r 1 Hn4 "� BE FROM LEN TFR OF STEP \ WINDUP ENGINEER'S ^ RRACE INVESTIGATION
I ::c_+s_ v.'L rep.- ';-a, - I: \ TO OUTSIDE Or BOX - w \, \ APPROVAL - .t~r'yi,,. . •ti ED BY DEVELOPER
C ( )
SAW CUT FOR PRECAST BOXES / IF
Q e i
de a 2500(f CONC.
MF^.HqN CAI v ::ov=Art. ' d v '4. d FOOTING
FX. ASP`-AL' JOINTS TO BF SEALED % 'd
d a0 PA��MENT DETAIL
\\ JOIWITN Burn RUBBER NOT TO SCALE
9ACN111 6" An.RS 95f. �'- \
- \ $IANJP RC PHO:.-0H B• - �, \ JOINT SEALANT - \
i.
EXTENDED BASE . �
< vv �� �A, rP� 8.
�- SEE OFTAiL 639GI �� ',_' - 510.
\\ FOR PIPE CONNECTION 10"
AND FORMED INVERT
CONSTRUCTION �
v Trb C stal Coast Engineering, P.A.
UNPAVED AREAS D° PRECAST co4caETE coNCRETE BmCK 3 TYPICAL DROP INLET t^��
\ LL Fk9 NOT TO SCALE 7
SUBJECT TO TRAFFIC \�' E�� \E\ I\ A�Q�OD-4 _1
NOTES` eoz SHOWN BOx sHOWT+ Civil and Environmental Consulting Engineers
' 1. Use either concrete building brick - ASTM C55, grade N, type 1
or cloy brick - ASTM C32, grade Ms. David K. Newsom, PE
2. Mortar to be John R. Freshwater, PE
3. Concrete pipet toe Co class t0 3817-3 FREEDOM WAY. HUBERT, N.C. 28539
E,
PAVED AREAS 4, Precast boxes to conform to fates} ASTM C-913
S. Precast boxes 02 fo is strength to be minimum 4,000 PSI of 28 days f1/2" MESH HARDWARE CLOTH PHONE• [phone] ••• FAX: [phone]
„M „N^,•,sm•• 6. See detail 631.02 for miscellaneous notes. License No.: C-2553
co a, ru r ;• \( F;�( 1^\TL. ( P Awn.....ci.HrA�nllns.,P gONVTI{F ara•�..eI or Mr s-•m
IIP. �_ VC, P.o eA.In CITY of JACKSONVILLE s'0-""'a"°""°"" V'LLf °w"'°"T^°"`s"� CITY of JACKSONVILLE s'"re'ven'h°e"dr'.
.,,..I.,Nt TII „•. ,.,: l "p ,de,.11►r.0 err ,+e,Tn:Txe,.n.+•Ynac n.xnAeo oecm/•,ma:n,,,,.
a� r}' P.1w- IL
- 1_ C „b.no,Ncsdbt .s One ns A1.narYau wA,lwm wvrwnm ae.Y Curb Mlet
TYPICAL TRENCH BACKFILL „Pr�% ,ro;`o, -_ TYPICAL TRENCH BACKFILL IbT"Y1.a� ,�u1.�UE '"'
-" TYPICAL CATCH BASIN AND xe w ,633�AND SURFACE REPAIR DETAILS """° ° °�• v AND SURFACE REPAIR DETAILS ""m°'°" a°�'P ;- "•�' CURB INLET WITH HOOD ` �rA
1xeNM , . 1 AwA lee S M % ARllee 1 Y 1 r
..:..:,. .. -..,a -. r-�
E,4m., a9,102;sa0a - z'x:=e aA 8" X 18' 1
INTERSECTING STREET J6' MAIN STREET ���OI]I]OOOI]I] � BLOCK
PTON
\" JS ASPhAr aesfaoiiT SJPr4CE ASPHALT
i [ VERTICAL CURB R GUTTER '-:""' o�j .F7 o-rcT u 2' FLOW LNE RFA
r<SAL J ,. n•{� Mlnlmum 1 rootl2vertaD
_ Qr •'' {„, .. o®5 t 4xr -� • • e e •• ; 'x� L^ p i. JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
1 DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
i \ 2-R ( �ay�� 5,,;ix' •• � 2�� �. T_ns�, >,, +t� MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
+ .••- .._-Ts_ 'A_C WASHED STONE
d` AGGREGATE BASE` , rY,TJI YTS- a HEREON): THAT THE BOUNDARIES NOT SURVEYED ARE
INKCLEARLY INDICATED: THAT THE RATIO OF PRECISION ':
2 r1ICK� Ei PLAN AS CALCULATED IS 1:10.0l WITNESS MY
COMPACTED CABC H ORIGINAL SIGNATURE, LICENSUR NUMBER AND SEAL
THIS DAY OF A 20 .q`I
\I,,;rU•lg lryr/l/I
�;�•� ' MOUNTABLE CURB _
STRAIGHT BACK CURB • ) /5 t 1/2" HARDWARE CLOTH G U T T
,,.., v , i WASHED E R c-----.-Z""7 ,J•'
Q�3� \yoYsf cp„cRErE APRON jl�1, STONE D❑ ❑E �❑ J/ a LIDO JOHN L. PIE P. S. L-2596 = C•2Q0 L9�. a
•" P�5 .��v. "'/2" PREFORMED EXPANSION $rRl= J' I2
06
�'`. ��s arc, s•.�� a: A x' 5.000 PSI AIR ENTRAINED ❑❑ O❑ ❑❑ ❑O -\ 1�1
\ �`Q+'� qo�•Q,- $r,OR[ ,DINT FOR E%ISI,NC CURB k GUTTER t 2' ♦ 1 - nc
PRE'ORv r / hA. CONCRETE WITH ,S REINFORCING I L 2596 _
o CD EXPANSION STRIP FOR PROPOSED CU49 .•�•
_ BARS NO CLOSER THAN 1 4' - _ TTT l�
k GUT R (-WICAI. BOTH SIDE RE-URNS' • T 3/ -T'ITT CATtxt 9ASIN I�-1II�iT'= \1 •••�A.
' e ,• E 0 AN OUTSIDE SURFACE DEPTH VARIES ��- •-Y rr.TV-1/4.1• �N-
e . O G
6' 'NICK CONCRETE APRON S 4 ' • �I 111 _ I W ...._--• ''' /� �,V VV`V
MOUNTABLE CURB k GUTTER _ r r1_LR POURED wra SIDEWALK 5 /� f.., ___ ' `S...... ` YV
L. WALN \ 3' 5" MIN
. i7 'h•1": '4Y I •-�,, '' I SECTION A-A lllp P T11A
A^E 1/2' 'R11ORVE nANSON 1 �6 ^-IC" CONIC AP90N '-� -lk¢ ,I 'j /11111111111
9 . STRIP HraF At., ,.F_ S'n_ -$C04C JOINT A L I' i
DETAILS /414
XI$ NG CONCR-rr Rmy S : a - -
VE4llCAL CURB -- -- ---.--------
' I I D.or. SLOPE �P � ----------- --------- FOR
PAVEMENT
DOUBLE CONCRETE BLOCK FILTER AROUND CATCH BASIN (D-61 ® MILLER-MOTTE COLLEGE FACILITY
AT
l NOT TO SCALE GUTTERBUDDY Curb Inlet Drain Filters
" INTERSECTING STREET ..
COMPACTED RACK=1- OR EQUIVALENT TO GUTTERBUDDY® TRACT I JACKSONVILLE BUSINESS PARK ��: �Gl
&�
B' THIS POURED
CONCRETE APRON PREPARED FOR p
PL_ER POURED WITH SIDEWALK t
5" ` CNCR- S TAA_,( }. 6" M,V- I RAY DEVELOPMENT AND CONSULTING.. LLC
• ' -ACE 1/7 Prr)R',C _X"A%SON l , 6- T>•ICN CON'. APRON- SITE ADDRESS.
NOTES I STRIP HER( C^-I )A"V_5U SCORE JOINT 6 4K, A t
¢%IS VG LONCR IL 2RIY-5
!� JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
' 0 0-0-00 105 NEW FRONTIER WAY PREPARED BY
I�' p,c, � U.Ox ROPE R ...MOUN'AgLE CURB
PAVEMENT ' CITY JACKSONVILLE N.C. CA
All ,,JOHN L. PIERCE & ASSOCIATES, P.A.
u.l s van s p' 90 o.c. NOTES:
3 -rr - n Ce 3 0 P i W 2R dais. air enlroined' , l�, P.O. BOX 12a -'•i i 88
S 'U - %„s I be oap O"d c- a Cese-by-case basis Oy City Public Services '`� , - - 1- -'-° -'•-'T 1. Centerline of voila gutter = flowllns o1 curb k putter. '
NOTES - - "�% "!"�'.%' 2. First 5' of vacs q+'•.
` g p^o'I are not Permitted. Y rt; L ', 3. May be used onlygotta t o be
poured
basis y including curb At gutter. JACKSONVILLE, NC 28541 ` S ✓.? NORTH CAROLINA LICENSE No. C-18
edges Jb` lEF' as
T. See sheet 3 of 3 for noire. _ y Y approved by the Public 910-938-5200 Q ,e 'i
rm.I"tire N,.+. (CQN\ 1, 11'; Services Director. O -
�' , • ,•' IA ' �PP21--.�wb•+Ik=.[ Yvlr" aK�..,.Nb,>..;� � �4 4 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
„c •.A., - .. .,r, .>.. nC•AS eF^, Po.ee.ra CiTY Of JACKSONViLLE Try//AwwdJ.ds.,e,.> vgt-E, owww,rr,Nekae.m aae/I11wgJ.b..�. ',I / r -
PHONE: [phone] DATE: APRIL 1, 2011
1 c lm•-T4Ncsw �w„T.,,,qrK=1a.Yru,.n,«.,,.q.,Ri•Ara,„,,,.,.,., 4 Po.a.lsl CITY OfJACKSONVILLE
TYPICAL CURB & GUTTER Ne ,� .=a roue emu. r ,.b..eNSctaMl A,.m «A,,� a,..,.w.awpPanRewe, _ ,
'N '°"" Ireee - . ==_ DRIVEWACOMMERCIAL
Y CONNECTION `I ��Ar �� TYPICAL VALLEY GUTTER ft*i •• ,�s RAY DEVELOPMENT AND CONSULTING, LLO =, �, I`t yF n.0 Y JOB 2011-12729 40 Email: (Larry) 2draftp4®Jlpnc.com of 8 a
SECTIONS ,p e„ , ; h..= 2 w 2IL e+ DETAIL p,�,: ;� 3684-C HENDERSON DRIVE !„.•.•,F' `�, SHEET 7
- - " - - --
NO. DATE DESCRIPTION BY JACKSONVILLE.
1 00--5 4477-9 3344 4NC 28546 �0 j�•'yN
G:\ProJacte\Ray DoWopmant k crosuiting LLC - Lot 1 Jacksonville Bus. Pork\dwg\petoas,dwg 4/1/2011 1:07:0a PM EDT
U-

'.,..:J.�T C,_ri•••.. •.. .rXM - '!.tar -• '4jn y'rMR tr;IA^4 Pb CeIPRc 'rPH•1,/P, n,P nN CP+a 1'n9 Cr91n.erc
• ,,,,,d,?V. •nr ..i - no,"e..; 'r/-';,nOR _ C:rP,.°- rY 3!.Ci1G Pmwix +:•,.1.ns ^•^AI,n.
MANUFACTURER MODEL Col. No. .
VAWFS (SEF MANUFACTURER) VARIES (SEE MANUFACTURER) - EART
FORD 2028 )TYPICAL BOX FORD / 5-90SER25 (C900 PVC ONLY
I� �jDOUBLE CHECK VALVE DOUBLE DETECTOR MUELLER /Il`", L �/ ASSEMBLY CHECK VALVE ASSEMBLY VARIES (SCE MANUFACTURER) VARIES (SEE MANUFACTURER) — MUELLER / H1300 SERIES (C9OO PVCONL51
DOUBLASSEMBLY VALVE CHECKU VLAL EE ASSEBLYy ® HECK A TECTORMUELLER H-15000 SERIES OR APPROVED EQUAL
J
ai I 1 P 2' COVP N VFrR 11�+ 1B MIN.
- - evGEG y7 EySU$ S,H N-' „N_
�. K 'Ja' MN.
v vTC9L $ RN HI -LAvCE 3A L 1/_ _R VALVE /+� , _ i
LU M.Lr P -rAc F• v-T-R " AvCF (nrrT „7W) QlL% \ZJit
� OR :r,' ' IT � - OR
!.^..iRL 11 R•. ; ,!.' D ,4 +
Z n�TF 1 e'ail A'I 1: '
s . z' Tr- ) 1,.�--ti r-ra"—_ {{L.. '�•+�i ;' "�,•' 'L��...';rb5� _
T �J 1 1 4 -- - F ]' -'MAL- IP --R'ACS . i VA_- IP -HPrA;S . PACK 0%7 CC.PLINC �- Trf� - - ---- (1
r
'•J- v F (V\V-M) PTA^.S .PP r '-Y$r3pf1 I
___ - 1 — - , J P T�?FADS - oCTH NUS ` �l -----L�
MANl6ACTURER) VARIES (SEE MANUFACTURER) -- — ---
� Z aPA'i$ I[MA E GRCU\1 1,;1\ .,V1UN
' � ' ~ ELEVATION REDUCED PRESSURE ZONE REDUCED PRESSURE ZONE SADDLE TAP
-g - c--� L-'d Q A BACKFLOW ASSEMBLY 4' MN, CLEAR /� BACKFLOW ASSEMBLY
7 V IF. FR MA.K I ^,a$r A'. t 0 COPPORATI N STOP ( OCK\0 °E) WITH VALVE OPEN
f i f. d v T-,READS x ..O'JEa m„E THREAJ J CONNECTON
L - 'r •mil --{ F ,*. \C C \N A MAY VAR ocR $ ytC_ L\L VA'ER'A_)
f� •{ cr �., T 1 PART VANUFACTURER MODEL Cut. No.
( ( I r G O <NNC -YF- ?P_^ 7 H-[. V4,Vr P'.
_ l &
d 8 YE WEFT 11 1 BACKROW ASSEMBLY USG APPROVED
l A W�
- y 1 \g^ J'PJ+ ^AI V_CIS h, AA cIAY,Tn4U C901 W 1,+ •50 I'S WORKING °HLSSU+L .1 OF
2 OShY GATE
VALbL WITH RESILIENT SEATS JACKSONNLLE CITY OFFICIAL APR PIPED I CORPORATION STOP
u �d > M -- 6 J 1 11jto-�
3 < 3 9OP D'R RANGE , FLANGE ELBOW AMERICAN CAST 'RCN PIPE. GRIFFIN PIPE CO.. COPPER SERVICE LINE SHOWN.
2 2 °6
R' u UNION-TYLER PIPE CO., a S PIPE 3 FWIRIM
0 _ Qe !` I <a __ .. 'fi. �� I ,•'�+ '_r. _---_ • LANCE Iv PC PIPE (KRIrY LCNGTII) AMERCAN CAE
IRON PIPE,U CRIrrIN PIPE CQ.Y
_ 3 eA__ VA_VL PACK JON' CC,'LI\G NUS (LCCK'NG 'YlL) + YY��'' f pIIII'p FLOWS U.S PIPE k FOUNDRY
N 3 r-r� • L, 3 W :I ROw7". �f�' jR-•s'9t• �• 1, ''i'��`°l, flip 1. .�^
�/�,o✓ �?> 5 90' DIP MJ [ MJ ELBOW AMERICAN CAT IRON PIPE, IR6r14 NPE
N'b,M
STAIVI.Ess STEFI \S�PtS Ir goZ• PROVIDE fa, 1 t _ __ _ UNION-TYLER PIPE CO., ar U.S. PIPE a FOUNDRY `\
" LU ��--C BE USEC w P_ IU'_INC DRAIN PORT FOR B WEDGE ACTION RESTRAINT GLAND JOINT RESTRAINT EBBA IRON SAFES, INC / STAR PIPE PRODUCTS
_-__- , - - }•-0' Z-0' rnN PIPE CO.. 1 _
"� _ POSITIVE D4A'NAGE OUT ,n AMERICAN CAST IRON PIPE. CRI /
r CAP-O. rOJN ?Y V9x-5A V --R ROE w 7 3- THRU 10" DIP
DO _pa APP OF ENCLOSURE CLEAR l tp T CLEAR r Z UNION-MEP PIPE CO.. a U.S PIPE 3 FOUNDRY
(MINIMUM TWICE THE I ? . > - 6 INSULATED ENCLOSURE WITH LOCKING ACCESS COOPS HOTBOX / HB4E - HBIOE - �CAST IRON NIPPLE
T W SIZE OF RPZ) 9 NOTE 2 NOTE 1 AND HEATER (120 V. 1 PHASE. 60 HZ) (OR APPROVED EQUIVALENT) 'r :1 % -IP THREADS O BOTH END$
PLAN VIEW CCDOORS VERIFY FITTINGS WILL FIT INSIDE BOX BEFORE ORDER'NG - WATER MAIN
i > ACCESS9 STAINLESS STEEL EXPANSION ANCHOR BOLTS PER LE
_ _ f_ r T- •` •-:;1 r-' - i HANDLES NO BOX MANUFACTURER RECOMMENDED SIZE 3 SPACING IL f
6" 3000 PSI CONCRETE - �, FAT) w 10 ADJUSTABLE PIPE SUPPORTS HOT DIP GALVANIZED SHOP rABRICATED AND HOT DIP GALVANIZED rr.
" SLAB. DIMENSIONS PER FIRM UNDISTURBED
O4 STANDON' MODEL 592 SADDLE SUPPORT
~=1 =11=:11 rTTJk
ENCLOSURE MANUFACTURER SUBCRADE - IT PROVIDE 120V RECEPTACLE ON GFCI NEAR PIPE RISER, JUL STD. 943-NEMA 3R.
SPECIFICATIONS 7 5 6 SEE DETAIL 512.06 ° 7 >r SADDLE TAP
m� - e AS APPLICABLE
_ FOR THRUST FOOTING r SET MINIMUM 12- ABOVE DISCHARGE POINT OF RPZ.
FLOW I I • . ROHY►
NOTES: NOTES: be 0 an
- 1. Provide minimum 3" annular clearance around all DIP risers and 1" around i. 24" ho lrlr iontal separation Multiple s are mod topsch side of onmthe same sideain there shall have o minimum
w ... • electrical condulf.
2. Slope floor to draln to ports of both ends. Ensure positive suAaee grads away damage to the separation and staggered a minimum of 1" vertically to prevent
tT7 �rWnT1 -P,N o from enclosure. V pAF<..A4rF,tl se a CITY OfJACKSOiN�TiLE
\CKS0N�Ij_I_F Nm�R....P.i SONVILLF' PR<u"A""rP:WRcse.s, NIPN...nr......,.-- NVIL pq"re44rWAllo saws 1e/JhRrtl,plsvOAsr V DwRARR ,l•NM SIX terJr`+r .OA.+A NVILt °*<'P�` wJl...sl,►ma+'a.+F+[ EI,[,g
R' h r.o.e4ln CiTYofJACKSON�iLLE rs LF^ ,A Ds1� CITY ofJACKSONVILLE `ElP rneafs CITY of JACKSONVILLE 6 fy ra.6.la" °s" CITY ofJACKSONVILLE ho ',.���.m;NesFI NR,TnI .IK. .wq.ASPMP .�"*'"""• E� tee,
_..- 1 C` l.lv„114,Nca4I m•T.^,,nn..R,.[L»ruw rl\'+P4u,muhCK` h,"I 1 C ��{. H � K,Ma �A61 + — lTT♦hTTIAD7l � rI NI Te]ae ,s L�3-a'•
,1. F A{elseeN,N.0 9111 Ufa wM Ile MmaN'Old fMr,PMD r1emICAl101n gILT y- C 'C )RDARR MM N.CfeMl Uv Vrm TIe).+Qearvela RaNPNIP fralcATIPM PRT STANDARD
l fCYE KIAe.' '."v
_ -p Asdu1M1M.N.C�4I Ii 11n111A M6M.NMY FIANMAD lOS1TA.w QLT y�< 1 1 " and- �._.nr ten- „ fCYE e[rA0.1 rF ,I 1rMA: �Ae.R w ,I FI MId OQALr •�•. n „ RARRRAEII'/ttln,MlE
21/2 to 10 DCV,DDCV,RPZ Nw ns� ,3 l9.al
STANDARD 2" WATER N,T4laM ,3F..a3 STANDARD 2 WATER Ne Test 2 1/2 to 10 DCV, DDCV,RPZ AN reeer ,3s9.a, -- — 21/2 t0 10 DCV, DDCV,RPZ N,T.rNY ,3A9.a.
.....• •�• A.Rau+wTe ,eeerA •",,.,..,R ° WATER TAPPING DETAIL
An.,mR �-.-,-
3.3.a3 ASSEMBLY (ABOVE GROUND) �mRTM ;®'; °�,., , „:�^" ASSEMBLY (ABOVE GROUND) itRRN aF s , T
— -----METER ILLATION DETAIL ";Rm ; ; : METER INSTALLATION DETAIL A"i:A ; ;; -'.�' ASSEMBLY (ABOVE GROUND) �;�,� °�; ., _.�° _
---
•. 1 , o. __..: e.: _ 1" • 'ab -•,• .y L ',-,-' lad, Ue�b;ARP At] L „41Aq ngh-r - %- /
,... - ... .-. o•,: F' vn-vc 5. K15 _ ..I,.,, pA '.c 'wd 'm ', •A :, J !w - 1 ..].a PM
18" MNIMUM COVER
NOTES: s' OR 6' SCH, Ei" 1
1. Cleanout stock shall extend 0 - II 40 PVC PIPE 315 minimum of 18" above grade for
I T SEE
NOTE
new construction Until servgr if PVC 8 FEND r, / A Site Plan
connected and/or is s grade IS -I ,i- / 1/4 PER fT %ORE MN it !1 APProv� -Tract I
1 esfabl.d g"d,cition ufs shop be - _ '� ' `< "" > _ A i pp College Facility '.
1Ielnlled Of grade for ex'snn9 _'1 li'r..
_ -i_ PVf. 4tPPLF (LENGTH A$ NEEDED) r.tl Y Y ��.��j l f w_ 1/• 5 3/4'MAX miller-Mo Business Park
servkes u^less otherwise directed. :14 _ 11 Jacksonville B
\\ � • ?. The IUII length Of the 5lrviaE Law' _ ❑- }, 7 1/8'MAX
\1 r 4 1 �.-' SEE NOTE JFileal-90000002 5�5111
trench shod be Compacted in 6•' _
layers with me<hpnical tamp. -
' .-� 3. Tee. Wye. Lateral, h C.O. 3 - _ o - DINE
assembly must be bedded in No. . , -. - PVC '/8 BEND-- r.' O TO OF PIPE
67 stone. see sanitary sewer - '- T -i' 1 �{+ ` ° Original Apll eva're on 52512013
I NO 67 $TONE BED
it o
( ry }' r �T - sTDr will exp per Sect
-1�1 Site Plan Eon 112
e stated r
floe bench detail 531.01 for --- - = 11`' �`. %` r ' 51 6 unless 011ierwis
^- r l_c gravity mains.) I -.1 1 F•r .! I.
d. Sery ce saddle may only be used
/ r r A A PLAN VIEW X
L C
i r when approved on o = I Sjgnatllre: an,planner
' case-by-case basis by City -
Public Services Director. -- 45' N-LNE WYE �' L- :l+''t'
MATCR'.AL TO MATCH _I ENCASE SERVICE CONNECTION ',� .�
r SCR", -L P_..' - - '- SEWER VAN. (NOTE 4) •�� IN No. 67 STONE - I AbagailB ,..
k`
2" �CTTCW
_ I V
A' OR 6' SCH LI 1/ I Ir v,
-T 40 PVC PIPELr. . DEEP CUT SERVICE 8 s�•
—`0' MN'Mu4 COVER I ,r CONNECTION DETAIL r v
L I
a• OR 6" SCH. a0 -VC
K� I
'./.' DER Ii. LOPE MIR. 1 '
OR 'RANSITION "
COUPLING AS 'I PVC 1/6 BEND
NECESSARY _
\\ III SEF NCI[ S ^S' 'N-LINE WYE r. f I� 171 p ,� ",.�,Cir,.•r I)rr''.
MATERIAL TO MATCH r ' O
BEDDING -0 TOP 0° - +- Il 5 ,/ QF .J v' 1 /
V I 1 SEWER MAIN (NOTE 4) I - T 1/" , �%`'• 'V '•AA
NO 67 S'OYC P( va � b � n'r� 9/
' ` " � �r¢���•�`` `' C stet Coast Engineerin P.A.
CIVI and EnVironmental Consulting Engineers
PVC 1/0 BEND EXTENSION of �C
+� PROVDE -RANSITCN --1 ' 1 -. � T SECTION JohDavn
K. Newsom, PE
BErNa r, = COM°UNG AS ��'' I� ' : \ John R. Freshwater, PE
i r 7r TA_ - : NLCE55 r,Hv 9
a�- E \ L !. °-r O' � - - I _I ''! - I ":^'{� I h PART MANUFACTURER MODEL Cot. No. � 3817-3 FREEDOM WAY, HUBERT. N.C. 28539
- ° N,. O Tr' -r o P _ ._ ✓. - _ _ VALVE BOX 3 UD CAPITOL FgJNDRY OF VIRCINIA,INC. -FCWA - J435 Q • •FI•'^• G�-' J PHONE: [phone] ••• FAX: [phone] ,
E _ SECTION A-A s r � � it-I- �y : V T, ,� License No.: C-2553
r r<. o " , I 1 - -_ - IIT NOTES
,SzE 5-ELT �,}L�,T{1 L, - rY.
C J\'Y)AT'0'•; - - -. __.__ ---45' N-LINE WYE '
' MATERIAL TO MATCH I-II-1 _I 1-ll- I- 1�11 -II_l1- 1. Use heavy duty traffic lid marked "WATER" (or "SEWER" if applicable). '' • •••"
r 1=I I- - - �T ' 2. Valve boK finish: Asphalt tooted
SEWER VAIN NOTE 4 p
DO&,.1 'N. ..,.r.. 1 ', i Rvplh,"r.<1.pdceN4,x.0 ONV,L p,r.e"„.r weNr s".:e ( )
T no. r 1' ('K yn I'...1 6tWD LFn• rosa.IN CITE' ofJACKSONVILLE °ePfA.. .�.m... � vuLfIV a hasr��N- CITY ofJACKSONViLLE s'"�"� • { vru%4 r°m6�is CITY of JACKSONVILLE
"•• •• •.-, ••. •- -• 1 CIdvM14 Y.C.nLI "«w,nT'T"Ie K. YY,rIt TIARweP KeThR'Khm-NL` 1 rFmunlM1,NC�1 'v'l e1rRMM®IMYal1 fTANPAI.11EmW'ATNwI U,I.r i �" �+ IA,A,w,6,M.G'!AI Vs wrm tw,Aauuweaafe4wwm.EolcMFas ONLY
,UTA RiA6. •'., McAus Q,4LF '�^n 1CIA! OQAL. �'1. M18 LQALr
TYPICAL PVC SEWER LATERAL " N,TA suk ,T1"o, --� —„ TYPICAL PVC SEWER LATERAL KPIT.SDA, ,333.a3 <' TYPICAL PVC SEWER LATERAL IAenseM A33303 "-'� STANDARD SLIP TYPE No TAsY "313.01
CLEANOUT WITH IN-LINE WYE f.w.ese T , , ,.,.:: . VALVE BOX DETAIL
CLEANOUT WiTH IN-LINE WYE ,"� ; CLEANOUT WITH IN-LINE WYE `"9O DA "°�Te �'IARA 11oR 7 , l .we —
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE HEREON);OTHA THEPBOUNDARIESEED NOTRSURVEYEDSAREO
WN
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY
ORIGINAL SIGNATURE. LICENSURE NUMBER ANS SEAL
DAY OF - O 20—L
:/ .•' 'E `
JOHN L. PIERCE P.LS. L-259SCti:3Qr
` SEAL
9
2s oQ
t PIS
DETAILS "'FumHHun11110
FOR
MILLER A]
COLLEGE FACILITY
TRACT I JACKSONVILLE BUSINESS PARK
PREPARED FOR
SITE ADDRESS: RAY DEVELOPMENT AND CONSULTING.. LLC
0 0-0-00 105 NEW FRONTIER WAY JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
G� JACKSONVILLE N.C. JOHN L. PIERCER PREPARED BY P.A.
P.O. BOX 128 NORTH CAROLINA LICENSE No. C-1888
JACKSONVILLE. NC 28541
910-938-5200 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: APRIL 1, 2011 01
SCALE: 1"= 40' F.B. 826 PG.11
DEVELOPER Email: (Larry) draftp40j1pnc.com
RAY DEVELOPMENT AND CONSULTING. LLC JOB 111 201 1-1 27 29 SHEET 8 of 8
3684-C HENDERSON DRIVE
NO. DATE' DESCRIPTION BY JACKSONVILLE,0- -93 NC 28546
GAPro)scte\Roy Development 't Consulting LLC - Lot I JOCN10110te Bus. Park\dwg\Dalo6s.dwq 4///2011 1:07:06 PM EDT
ML 1 MY,
I

GATE
---`
ADNS
I. LOCATION OF EXISTING WATER MAINS TO BE VERIFIED AT THE TIME OF CONSTRUCTION. CURVE TABLE TM( TML CONSTRUCTION NOTES:- MED.BO 295 PT472LC E
_� M.B.58 P. .47
2. ALL EXISTING WATER & SEWER SERVICES THAT ARE NOT TO BE USED ARE TO BE ABANDONED PER CITY OF JACKSONVILLE STANDARDS CURVE I CHORD BEARING I CHORD I DELTA RADIUS ARC TANGENT TML� VACANT� ZONED BO1 �
SEVER TO BE ABMIOONDED BELOW FINISH GRADE & WATER AT THE WATER MAIN. TM(
3 CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE FILL AS REWIRED. C1 N •46'1 182.91 1 '13.1 a 648.27 183.52 92.38 ��TM _�TM(�, N F _� Pew RG t`
4. TINS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL L'•�_ TML orlsLow couNrY HOSPITAL AUTHORITY D.B.
5. SITE SLOGRADNIG: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL ARE REWIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFlLL MATERIALS. TML_TML �_�TML1� 1598, P. 119 �� SITE
6. AN EROSION CONTROL PLAN IS REWIRED FOR THIS SITE AS PER THE CITY OF JACKSONVILLE'S ENGINEERING - STORMWATER DIVISION. ALL DISTURBED AREAS WALL BE �� TML VACANT LOT �--_
STA811I WITHIN 15 WORKING DAYS OF THE COMPLETION OF ANY PHASE OF GRADING. ALL SEDIMENT MUST REMAIN ON SITE THROUGHOUT THE CONSTRUCTION PROCESS. �' `� IN S TML TML �� (��� ZONED B-1 �� ) NEW FRONTIER =
7. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS. VI / �"� L TAIL-�� ���� �e 'T_ -WAY
0. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T. STANDARDS AND SPECIFICA71ONS AS SHOWN IN DETAILS. �� _�TML� TML TML���TM( PP Wq g N 9. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. T'0
10. MAXIMUM BUILDING HE04T S LESS THAN 50' �'�•Q(} TM( TIN(- �
12. ALL POWER POLES, POWER LINES, ETC T11. AS THIS SITE IS DEVELOPED, ALL HAT ARETO BTAL E RELOCATED TO NTS SHALL BE
PROPOSED CONSTRUCTION, THE CONTRACTOR IS TO COORDINATE WITH POWER `TM(___ M1, EIS 170, PROGESS TML�� TML�TML`_
COMPANY PRIOR TO RELOCATING. TML�-�_ INV-4a, (JACKSON ENERGY _"TML
14. CONTRACTOR TO LOCATE ALL LE T T PRIOR . CONSTRUCTION. TML1 TM(��TML_/� 1 �(Lf-HAVEL W PP TML-14. NATURAL, OAS B NOT AVAILABLE AT THIS SITE. THERE ARE EXISTING CAS LINES ON THE NORTHERN SIDE OF WESTERN BLVD. & THE SOUTHERN SIDE OF GUM BRANCH RD.
10. 1NEIE ARE E70SI1HD U70.1T`f,115. ALL DRAINAGE SHALL SE �DRAINAGE AND VEFICL DRAINAGE OR W111HSURFACE
ACCESS DRAINAGE (AS
ON THIS (PUBLIC). TML__T ML_�TML .�K 230 Ky LINE) (pUBLOC) T ML_�TMLt�TML�_ VICII41Tro SKETCH
17. ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT. / I '�- ._ TM(_TMLmoT
I& ALL EXTERIOR LIGHTING SHALL BE POSITIONED AS TO NOT ADVERSELY AFFECT ROADWAY TRAFFIC OR ADJACENT PROPERTIES.
19. THIS PROPERTY IS IN FLOW ZONE X. WHICH IS OUTSIDE THE 100-YEAR FLOOD PION, ACCORDING E --�- / ! TML TML TM(��TM DS ��TM(
TO EEMA MAP 37017B-4378 J. EFFECTIVE DATE NOVEMBER 3, 2005. E ` l / -I-��TM
20. THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN.
21. VERTICAL DATUM BASED ON NGVD 29. "� I / _ TML
22. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND SEWER MAINS I TML��TM( PP �� LEGEND:
( EIS - EXISTING IRON STAKE
23. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 10 FOOT ABOVE GRADE �- f _ TML _-- SIS - SET IRON STAKE
(OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED AND/OR ��- �1XN( EIp = EXISTING IRON PIPE
RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN THIS CLEARANCE AND SIDEWALKS SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF T-��/� I I I E _
A FINK CERTIFICATE OF OCCUPANCY. \ 1 I �_ "� f �� __ TM PP TML��TML TML�"�TML��TM CC
- CONTROL
CORNER CONCRETE MONUMENT
24. PROPOSED SIDEWALK 7O BE S' IN WIDTH. l
25. TRAFFIC FLOW PATTERNS AND STOP COND17MS ARE TO BE PANTED. SPK - SET PK NAIL
26. ALL SIONS AND ROADWAY MARKINGS (TRAFFIC CONTROL DEVICES) MUST BE IN ACCORDANCE WITH THE (MUTCD) AND THE CITY OF JACKSONVILLE'S CODES AND ORDINANCES. O _� /Iij -Z- -4$�-_�_ E �� TML�� ' END>_ EXISTING NAIL
27. ALL STOP SIGNS WILL BE R1-1, 30• HIGH INTENSITY PRISMATIC. SIGNS SHOULD BE MOUNTED USING A a.9 \\ I / �-aa�- " - -�_ E �_ E TML��T (BM)- BENCHMARK
U-CHANNEL POST. MOUNTING HEIGHT IS 7' TO THE BOTTOM OF THE SIGN. dy \ / r" - ` �sa�_'��� -'__��_� �a /pp�� E _ ML-�--_TML R% - RCEN
IGHT F
2E1. ALL PROPOSED CURB & GUTTER WITHIN RIGHT OF WAY TO MATCH EXISTING. ALL CURB & GUTTER WITHIN SITE TO BE 24". 45_ _ R/W = RIGHT OF WAY
Zo. THE EIS1I10 OITCHI BANKS ARE NOT TO BE DISTURBED AND ff EXISTING DITCH BANKS ARE DISTURBED, THEY SHALL BE REGRADED TO HAVE 3:1 (X2 FLATTER SIDE SLOPES EDP = EDGE OF PAVEMENT
AND THE CER70W IE GRADED TO PRODUCE POSITIVE DRAINAGE. \ l I � ' Oligi� _�a5- '�� ���a> E ��'� MBL - MINIMUM BUILDING UNE
30 711E OWHEIt OF THIS PROJECT MAY 8E ELIGIBLE FOR A PARTIAL REDUCTION IN THE MONTHLY STORMWATER FEE THAT WILL BE ASSOCIATED WITH THIS DEVELOPEMENT. ' / f Z aa ds� E �- E BOC • BACK OF CURB
ACCOMPANIED BY A COPY OF THE STATE-ISSUED STORMWATER PERMIT AS lO QUALIFY FOR A FEE CREDIT, THE OWNER WILL FIFO TO PROVIDE THE CITY ENGINEERING DIVISION UPON COMPLETION OF THE PROJECT A COMPLETED CREDIT APPLICATION APPROXI ✓v' \ - a3 g� - a5�-}�� ��• E CO - SANITARY SEWER CLEAN-OUT
31. ALL STOP BARS SHALL BE LOCATED 4' PEDESTRIAN CROSSWALKS WELL AS, A COPY OF THE SITE PLANS. / N/F ' I w _� 43- `_ PP - POWER POLE
DETENTION POND �_'- - t� WM - WATER METER
/ DAVID M. h '•+FATHER CHOATE I a 1\ \ > \'OUP-4 _�
/ \ DM.8.502PP SB g � --� \ / e = LIGHT POLE
PRE-CONSTRUCTION NOTES: \ \ / KITCHENS h LIGHTING ED DESIGNS UNLIMI D 0� I 111 ! �_ - _ PT = POWER POLE WITH TRANSFORMER
y' �r / as- - I- _ g-_ SECURITY LIGHT
1. ALL CONSTRUCT" MAST BE COMPLETED IN \ \` �46^ GW - GUY WIRE
\ / / ��- /a7'�- CB _ CATCH BASIN
\ TSSWOP-46�/7 / \ ' C� -�'_a7__j �1.S \ I �i /aB�'
ACCORDANCE WITH THE CITY OF JACKSONVILLE NW-35.61 \ ��� Sow `` DI - DROP INLET
- MANUAL OF SPECIFICATIONS, STANDARDS.
I 49_` -_ _ R - JUNCTION BOX -AND DESIGN A T� A COPY OF THIS MANUAL \ \\ / __5 INV - REINFORCED CONCRETE PIPE
DEPARTMENT AT JACKSONVILLE CITY HALL ` \ / \ a � Y 1 \) / ! /\\/ AC - INVERT
B AYALALE PUBLIC SERVICES / I \ 1 ` �54 s3 5Z� FES - FLARED ENO SECTION (PIPE)
2. PRIOR TO COMMENCING CONSTRUCTION THE \ / // N ( j \\ ��ir �/" AC. ACRES)
CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTON \ / H, I h / �_��5/� / Ddvv_ WATER EVALVE
ATE CITY WITH THE CITY OF JACIGSONNLLE / \ / \ / z m I /
\ \ / / ' a / 50�' 04 W- IRRIGATION VALVE
O.
3 TINS DEVELOPMENT QUALIFIES AS A TIER 1. PROJECT IN \�\� s\m / G , I I' \ \ ( -a6 �_ FOC - FIBER C LIGTICHT
CABLE Box
ACOOADM� WITH THE SEWER ALLOCATION POLICY. A °3 c / BWA . / \ TTBB . TTEEL�HONE BOX BOX
10 MIC HAEL MOORE IN THE PUBLIC SERVICES ENGINEERING /�\ NITS - NOT TO SCALE
SEIM ALLOCATION REQUEST FORM MUST BE SUIWTTED \\\ \ ER �Ns 0.� / ` I \\ t/ 9 Ae� / MW • MONITORING WELL
S A9• /
DEPARTMENT. A COPY OF THE SE NQt ALLOCATION POLICY fF �� I N 42 26'48" W 93.74' gS I V SSMH - SANITARY SEWER MANHOLE
AND THE SEWER ALLOCATION REQUEST FORM ARE °A / _ �� D&UE - DRAINAGE & U71UTY EASEMENT
AVAILABLE ON THE CITY OF JACKSONVILLE WIEBSITE AT \ / / ///� J I �� DU&AE - DRAINAGE, UTILITY. do ACCESS EASEMENT
tt.rin.uryrSM"I to uc l tc -�/ i D.B.. PC.- DEED BOOK, PAGE
AND ARE LOCATED IN THE Y \ Q \ \ \ / ��
ENGINEERING AND CONSTRUCTION SECTION UNDER f
OOVEII6AENT & CITY SERVICES. \ \\ \ \ �/� / a6.s9 a -
\ `\ / / � t-� i as.9t PAGE
z M.BUTPG.:MAP
UNDERGRWND TELEPHONE LINE
' I -TML ELECTRIC TRANSMISSION LINE
--E-- - OVERHEAD POWERUNE
47.13 ° -X-X- - FENCE
TP
/ u ; -SF- - SILT FENCE
ae /a°Y`/� �8.53 I / I u - FIRE HYDRANT
c w I ^ �PP - POWER POLE
/ l
1 i z _.- a LP = LIGHT POLE
\\ \ \ / ag� 'Ld % /�- O , S - SANITARY SEWER MANHOLE
\ \ \ /� /`� / / eY� �46. +32.39 46.99 W C3 O
\\/� TP H,32 NDND AR TP N p HC - HANDICAP
\\ •i \ \ /q6�� - - g POND THCPS - HANDICAP PARKING SIGN
r1 CITY of JACKSONVILLE
a� ��� Z r)a D.19 1415 P.1001 N!1' - HANDICAP PARKING SPACE
a i z Y K TRACT I p CITY OF JACKSONVILLE
\ \ \\\ 48 PROPOSED
n PHosALi---46/ . 19' fo 9 z 6 to --� - HANDICAP RAMP
_/ NROM
G. D.B.1415 P.1001
\\\ 11
APPARF7159
TB0X� /}/ /N Tn 4F / VACA CP. OT �
-�-� a1 NP 30 Roo ,�- 46g.15 1 _ 4 Tp VACANT LOT - PAINTED STOP BAR
INV-40. P, q4 \.(NE, Jnp 1P ZONED B-1 STOP
e I 1 ��/ 4g/iR jfL r p� H e - STOP SIGN -
�� • 1 �_� �5r N 42'26'48" GRADING LIMITS LINE & SILT FENCE LINE
1 /
H1IItBEJR OF FISTING BUILDINGS • 0 `' `S. / \ 47.16 +Tp W 16.09 Jt CPS - COMPACT PARKING SPACE
EASTI1G USE(S) - VACANT 00- \ m - y �s +� a „ `" /. •1\ PROPOSED TRAFFIC FLOW
06 U - dins > - U1 / % �- EXISTING TRAFFIC FLOW
PROPOSED USES) = COLLEGE$ AND UNIVERSITIES N ® o •ttw- STEEL BOLLARD WITH CONCRETE FILL
HUMMER OF UNITS - 1 \ Ts $- s'RAo. d Jo v -� L�1 1
TYPE OF UNITS . COMMERCIAL \\ 0188.9T '. .,�'. ho SIPK �'-o e. ¢ . ,•..; ,\ INT. 000 - INTERIOR LANDSCAPING
}6 a w . ' .. R SIS I' ' - EXTERIOR LANDSCAPING
SQUARE FOOTAGE OF PROPOSED BUILDING AREA - 13.332 S.F. W N 2 Y 7
SQUARE FOOTAGE OF FISTING BUILDING(S) - 0 S.F. �46•� 4g \\ 5 ' 6T•1 ✓ ' °o• ° �� °a \ 'oo• o, N ° ' 4s 1 �.1 E+17.470 - EXISTING SPOT ELEVATION
SWJW FOOTAGE OF EXISTING & PROPOSED BUILDINGS - 13,332 S.F. '^V-'�•M }}' 0. \ ° 3RA0. rn. ---__-__ a6
SITE ZONENG - 0-1 !�. 1 \ }6 ,� ` 5 P� - o - o qa0 111
/- d./ I .' ' .' •• ' 1 �, r 0.00 - PROPOSED GRADE
TOTAL AOIEAGE - 130,4821J6 SF (3.20 AG) \ \\ � \ � o �j t o BCS=0.00 - BACK CORNERS OF SLAB
ACREAGE OF LAUD TO SE DISTURBED AND EXPOSED - \ \ m A \ Rao :e Rao : N / d I' I
103,807.17 S.F (2.38 ACRES) (NOT FOR LANDSCAPE USE) \ \ c NI A' I-24 0o' x I t 24.00'--1 TwICAL F I 1 TC=0.00 - PROPOSED GRADE AT TOP OF CURB
PERCENT OF SITE DEVOTED 10 OPEN SPACE - 0 \ $ TYPICAL PROPOSED OPOSED I�
MUMMER OF BULDIIGS (O CIMIERCIAL} 1 \ \
\ ASPHALT PHALT _�
OWNERSHIP STATUS (RENTAL. CONOOMINMIUMS. ETCJ: OWNER rn (� \1^ 18' 4T BLS a dots l� rn 1 w /� _ _ i o° I • .I TW=0.00 - PROPOSED GRADE AT TOP OF WALK
TYPE OF UNIT - COLLEGES AND UNIVERSITIES N7 \ N \ ._._ N i / q ,• •� a ---� = DRAINAGE BREAK LINE
\\ A \� a •--- WCROSS'AALK ' rj' I ;: I P';ROSSWALK • i / /
NUMER OF PARKING SPACES REQUIRED (W/FORWXA PER SECTION 102) - 67 (66.66) REQUIRED '� \ '�
z n / . • .
1 PER EACH 200 S.F. 13,332 S.F. 200 S.F. - 86.88 TOTAL c1 SBCF- `SBCF 0?. SBCF� �SBCF 17 / �---}
NUMBER OF PARKING SPACES SISTIWG - 0 ( / ) /�/�� \ \ 1 N. 4 /� ...', ...•- /•r I I _ DOUBLE CONCRETE BLOCK FILTER
aL /"`Y/ Q 7a UAIKE :I .:.:.. 1 9-BIKE ( <
NA1111BE! (1F PARKING SPACES PROPOSED= 92 INCLUDES 4 HANDICAP SPACES ` �p {� 1 24.00' BIKE RAK SIKERAK
NUMBER OF COMPACT SPACES ALLOWED 23 N/F A G \ t^ I` VIN RID S'S`:'..,.'. .E3G 6:5'SODEWtALK ON e/• - ,. • . / • . . . •� _ DROP INLET
MORGANS FUNERAL HOME INC. 7' -� f �1 G GRIDS y(X';`�}Aqu. O G G / C�
HUMMER OF COMPACT SPACES PROPOSED - O LOT 4B, PARKWAY INVESTORS, LLC` n
TAX MAP AND PARCEL NUMBER - 339-Z0.50 D.B.22s7 P.75s ` -� .A I IR o . . ..Lwl 1; ,•.. ,•.•;, . .. ,•'.•,,, •..',•.., yA."• •', .',- •'. ,�/ - CURB INLET
MB.2 P. 203 I
MAP BOOK AND PACE NUMBER - M.B. 51, PC. 89, St- L-1426 MORGANS FUNERAL HOME S� ; o d o (5 ( o I a o /. / 1• (
tw' r R e I - CURB BUDDY (CURB INLET PROTECTION)
DEED BOOK AND PAGE NUMBER - D.B. 1415, PG. 1001 ZONED B-1 w�TVPIGAL HANDIcnv .
�• \ a0 ,f,- gi SPACES HIGH NSIBILIIY `""' CSED �.- pOo, 1 . .' •404 W6U1Und's' h,10 I i 404 Wetlentla '. ••',i _ RIP RAP
ELECTRIC UTILITY PROVIDER: JONES-ONMM EMC u ` I I1L0. \�� m It
I w F. ASPHALT I m Ie ! \ .r'.• ,', /
CIURRENT LAND USE OE9GNATION: VACANT o -� III I�% o, _ 50'MBL _ -per _ _ _ _ L _ 'L�.� _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ 1 -� _ _ _ _ _ _ _ _ - _ _ / _ - _ _ _ L-. - _ --1 - _ _ _ -. ._./- - - - _ _ _50_MBL
A U > 1 I ..l rp \ •; TO ro�F �0. 5 q ' H0. 5• TYPICAL J• HD. 5.4 - �.. _ li0 i/•,_. _.:�.•- -"�_ _ /
4S� •4 C ? 1Q w I P 9 P v P >•� / / �/ \ I •• fa. 'lam
LANDSCAPE CALCULATIONS: I Z AN 34.44 n n n o n e n
CALCULATION OF REQUIRED LANDSCAPED AREA - 5293.3178 SF ✓ I • o. / V. '.
CALCULATION OF VEHICULAR SURFACE AREA EXISTING . 0 SF I I o o
CALCULATION OF VEHICULAR SURFACE AREA PROPOSED - 44,110.98 SF \'.',••. ..' �.. .'.'.I
a6 za.00' I 1$ za.00' � � • . . •\ �,. •
CALCULATION OF TOTAL VESICULAR SURFACE AREA - 44.110.98 SF I I I p� 1� // \•'.',• ,.'.•I
I1IPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) • 48,170.76 SF I I ' j f � TING ,WATER LINE APrIOXMATE LOCATK NBC..' _., _.' . ;. � / _ -
NVVtW S SURFACE AREA (INCLUDING BUILDINGS) - 61.502.76 SF -I \ STREET LAWN LANE i'T•� �.'. '� �_ ' a' smL�T iAxti UW
REGURM LANDSCAPING: 5.293.3176 ` _ 51S --_��� aas does I I Rom- I 4®4. S pis ss TB .� 1 6 SIS '' ' •' � a
REWIRED INTERIOR LANDSCAPING - 2,646.6588
PRDVDE) INTERIOR LANDSCAPING - 5,880 z- nrNC
3";REQUIIE) EXTERIOR LANDSCAPING - 2.646.6588 \PROVIDED EXTERO R LANDSCAPING _ 5,504 EXISTING 5 1GA VfSIBICRVMAP
OPOS HANDICAP RAMPS ON -'-b•0 HIGH V9BILIIY HANDICAP RAMPS , -- g N42Z8'4E"W 713.33' SSAMI TOTAL DEVEL:OPAPMENT IMPACT AREA OSTURBED/ExPOSE) AREA) - 139,482.58 SF (3.20 AC. -T SS►•1 / t -_- ' CROSSWALKCH SI OF PROPOSED DRIVE o-- HANDICAP +AMPS 6' CROSSWALK 70P-46,3p CURB CUT o- TOP-47.67- TO BE ADA COMPILANr P r T71P-47.19 -xnvlcs NE FRONTIER WAY I ON EACr+ DE OF 42J INV-37.74MPERIAOU3 SURFACE RATD 0.46 BN-36.33 EL-4S68 My-3+.33 (WERI'1•) ESEWER ulE 6AATE OCAnON) PROPOSE„ rtIVE e• s.wr Lln. ww B• SS r Line
NUMBER OF TREES RECHRED - 8 I
3 INTERIOR) (5 DfTER10R)NNIIAER OF TREES PROVIDED - 2117 INTERIOR) (9 EXTERIOR) o ' 20' RADII 60' /W (PUBLIC) - zo R=Ou MaR G $ 2t f -
NR1MBEt OF SNRUBS REWIRED - 42 17 INTERIOR) (25 EXTERIOR) g �e> -0- �� �� `
NUMBER OF SHRUBS PROVIDED - 184 52 INTERIOR) (132 EXTERIOR) (EXTERIOR INCLUDES PARKING SCREENING) I F- _ _ _ _ -- - - I= _ _ _ _ _ - a� - - - - - RECORD DRAWING a
RED
AT INTERIOR & EXTERIOR LANDSCAPING N� POND ASB FELT DRAWING
,s_• "vv"�9 MUST BE A MINIMUM OF 20IN CALIBER & 8' TALL WHEN PLANTED I1 ^
(` SAFEGEN It. LLC. I ' NOLAND PR %RTIES, INC. CITY OF JACKSONVILLE
GRAPE MYRTLE LOT 1, PARKWAY INVESTORS, LLC ( MILLER-MOTTE COLLEGE FACILITY
8 TOTAL AT 947MOR LANDSCAPING D.B.1892 P.373 � Nfbf D 2426 P.140 D.B.TRAC 111001
MUST BE 1" IN CALIBER AND 4' TO 6' IN HEIGHT WHEN PLANTED JACKSONVILLE BUILDERS SUPPLY I I� gWA' I I ' R° ,,44H C RQr,,' AT
8.48 89
11101Aq HAWTHORN ZONED B-1 I ��` 4 2„ ANT LOT VACANT
P. 89
M TOTAL HAWTHORN
INTI96aR III EXTERIOR LANDSCAPING �I �n �`� oFE °r%•_-`� �° -1 VACANT LOT TRACT I JACKSONVILLE BUSINESS PARK
'lER MUST BE A MINIMUM OF 24" IN NEXGHT WHEN PLANTED
FqQ' ZONED B-1 PREPARED FOR
• GROUND COVER MOM ALL SHRUBS & TREES TD BE PINE STRAW. ' ,> -� SITE ADDRESS: RAY DEVELOPMENT AND CONSULTING., LLC
• EACH LARGE TREE AT THE TIME OF PLANTING SHALL BE A MINIMUM OF TWO (2) 105 NEW FRONTIER WAY
INCHES IN CALIBER AND EIGHT (8) FEET IN HEIGHT. WHEN MATURE, A LARGE JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
DECIDUOUS TREE SHOULD BE AT LEAST FORTY (10) FEET HIGH AND HAVE A �� �`` ( PREPARED BY
We" CROWN WIDTH OF THIRTY (30) FEET. THE DEVELOPER MAY SUBSTITUTE RECORD DRAWING/ POND ASBUILT 'yip K. ''�;,.�• Z1 I `Z
JOIN L. PIERCE & ASSOCIATES, P. A.
c P.A. 1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS CITY JACKSONVILLE N.C.
LANDSCAPING SPECIES AS LONG AS THE CITY LANDSCAPING ORDINANCES ARE MET. Crystal Coast Engineering DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY NORTH CAROLINA LICENSE No. C-1888
"SUBSTITUTIONS SHOULD BE CONFIRMED WITH THE PLANNING DIVISION." / MADE UNDER MY SUPERVISION DEED REFERENCES SHOWN P.O. BOX 128
( JACKSONVILLE, NC 28541 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
Civil and Environmental Consulting Engineers HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE 910-938-5200 PHONE: [phone] DATE: JANUARY 26, 2012
STORM WATER POND LANDSCAPING CLEARLY INDICATED; THAT THE RATIO OF PRECISION
David K. Newsom PE SCALE: 1"= 40 F.B. 826 PG.11
808' OF 4' I/ON, BIAdX VINYL COATI, CHAIN LINK FENCING. � AS CALCULATED IS 1:10,000+; WITNESS MY
MLRIBEt OF TREES REQUIRED - 25 (24.2) and NUMBER OF TREES PROVIDED 27 John R. Freshwater, PE ORIGIN SIGNATURE, LIC RE NUMBER AND SEAL,WWWWWIt11N/ JOB # 2011-1 2729 Email: (Larry) draftp40jlpnc.com
NUMBER OF SHRUBS REQUIRED - 67 (86.4) and NUMBER OF SHRUBS PROVIDED - 87 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 THIS_�t_ DAY OF _ 20L'�-_' ��� CAgI �i, DEVELOPER
%l (NY„•.., OC 00 RAY DEVELOPMENT AND CONSULTING, LLC GRAPHIC SCALE
FLOWERING DOGWOOD - 27 TOTAL ALONG EXTERIOR SIDE OF FENCING. PHONE: [phone] ^' FAX: [phone] �% 0 XiESStp••,��.y'� 3684-C HENDERSON DRIVE
MUST BE A MINIMUM OF 20IN CALIBER & 8' TALL WHEN PLANTED License Na: C-2553 ./ ?:oQ0 �Yr;7 5 JACKSONVILLE,
NC 28548 40 0 20 40 6o ISO
GLOSJOHN L PIERC P,L.S. L-2596 - t 2
MUST B A MI - 87 TOTAL ALONG EXTERIOR SIDE E FENCING j = REV 4/25/11 PER 4/14/11 TRC COMMENTS
MIST BE A MINIMUM OF 24' IN HEIGHT WHEN PLANTS) �`9 REV: 4/2 /11 PER 5/14/1 TRC COMMENTS ( )
�h/� PG� REV: 6/8/11 PER 6/2/11 CITY COMMENT 1 inch - 40 !t SHEET 2 OF 8
M&1415 ►.WW1 �NIIIIIWIWW
TRACT I M.6A1 P. O, SL L-142B G:\Projects\Ray Development & Consulting LLC - Lot 1 JocksonHlle Bus. Park\dwg\POND ASBUILT.DWG 2/22/2012 8:46:10 AM EST
to
R

2
a�
O
IX
i
i
/ EIS
1ELE STORAGE 71.2'
46.75 ( 46.91 39.2' I 8.5'
/ r-.99
E TP w.
IR Fill oN 2 d FOREBAY
10 YR STORAGE
(ELEV 43.99) '
a
FES Sp\W N
INV=42.19 j j$ MI�
.� / R o
Of
I ° KIAIN Papl�rvhID 46.' / i o d
BOTTOM r 100 YR STORAGE / I Co I a
4 39 �33 +�2.3 ELEV. 33.00)J I (ELEV 44.28) MAIN POND G J m
l
Z P as I i BOTTOM
JUNCTION BOXI (ELEV. 33.00)
l
19' I i NORMAL POND
^6nZ 1 N1 46.4 (ELEV. 42.50)
Lo- NORMAL POND E V. 42.54 TIP
Q ' + + .210
O 1 J
AEFa6.38 10.0' VEG. SHELF (TYp 161 5' 6.5'
s
FES
193.5'
Dun+nsrens CURB INLET +T'16IIIIIII'lllllllllllliliiiiiil 4> / TP
12' STORM DRAIN 24' INLET INV=42.08
TC-47.31 TEMP. STORAGE Po ----J--------
INV=43.50 (ELEV 43.75)
(X,1RB INLET
TC=47.68
INV-42.50
Treatment Pond - Plan Pond Dimensions & Layout
Scale: 1" = 30'
Scale: 1" = 30'
GENERAL SEEDING SCHEALE
NOTE, ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDER VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
VEGETATION.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
SEERM PREPARATION NOTES WHERE SLOPES EXCEED 4%.
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. MATERIAL APPLICATION RATE VEGETATED SHELF PLANTING SCHEDULE
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
ILTER
TOPSML 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP. LIE 2 TONS/ACRE FILTE PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED
& LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE 20X SUPERPHOSPHATE 600 POUNDS/ACRE F
SURFACE SO THAT THEY VILL NOT INTERFERE WITH THE ESTABLISHMENT AND FERTILIZER(1D-10-10) 1000 POUNDS/ACRE SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
MAINTENANCE (IF VEGETATION SURFACE FOR FINAL SEEDBED PREPARATION, PRIOR TO PLANTING PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN
AT FINISH GRADES SHOWN, SWILL BE REASONABLY SMOOTH AND UNIFORM. APRIL - JULY THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING FESCUE, KY-31 50 POUNDS/ACRE ONE PLANTING PER SQUARE YARIA
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER BERMUDA (HULLED) 10 PONDS/ACRE c[IENTB'1[ NAME
PHOSPHATE, CONSTANT POND SURFACE AREA 13,419 S,F, 2 EL= 42.50 COMMON NAME
S IF SOIL TEST IS TAKEN, PROVIDE LINE AND FERTILIZER ACCORDING TO SOIL TEST JANUARY - MARCH Peltand•a vlrglnk. Arrow Arun
REPORT 1,5' DESIGN SURFACE AREA = 16 802 S.F. 8 EL= 43.75 FESCUE, KY-31 50 POUNDS/ACRE
Sappltnrin latlfoUn Arrorhend/Duck Potato
AL LIE AND FERTILIZER SMALL BE APPLIED UdFORMLY AND MIXED WITH THE SOIL APPROX. TOTAL POND VOLUME = 53,277 CIF BERMUDA (UNHULLED) 20 POUNDS/ACRE Andropogon vlrgInIcus Broonsedge
DURING SEEDBED PREPARATION ACTUAL FOREBAY VOLUME = 11,205 CF (21% OF TOTAL VOLUME) RYE (GRAIN) 25 POUNDS/ACRE Cera ArKWopogto glone DWrotus Bushy NBeardgrass
SEPTEMBER - NOVEMBER ScIrpus pungens Common Three Square
FESCUE, KY-31 50 POUNDS/ACRE Lama spp, Duckweed
Saururus cernuus Lizard ToA
Hblscus moscheutos Marsh Hibiscus
MULCH 2 TONS/ACRE Pontederia cordate Plckerelweed
ASPHALT TACK 300 GALLONS/ACRE Potamogeton pectlnatus Pond Weed
Leersla oryzokles Rice Cutgrass
Cuex spp, Sedges
NOTE- OWNER MAY VARY SEEDING TO COFOM TO LANDSCAPING REQUIREMENTS, ScI pus valldus Soft Stan BullrusMr - -
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED. Pdygnnum spp. Snartread
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT Juncus effesus Soft Rush
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE. ELEVATIONS SCHEDULE Nuphor luteum Spatterdock
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND Panicun vergatum Swltchprass
REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR LOCATION DESCRIPTION ELEVATION Acorns calanus Swat Flog
'AI' MAIN POND BOTTOM 33.00w canadensb Watered
VatisnElodeQ N INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY OVER-EXCAVATE' THE POND erin nnacnna WAd Celery
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER ,��j vausn FOREBAY BOTTOM 34.000 Vzonla aquatica Wlld Rice
PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WiLL BE REQUIRED TO 'B' PERMANENT POND 42.50
DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE 'C' TEMP. STORAGE 43.75
PROVIDED. 'D'
VID 10 YEAR STORM 43.99 Embankment shall be constructed of uniform native material (free of
'E' 100 YEAR STORM 44.28 excess slit, rock or gravel, debris or vegetative matter) compacted to
Is INCLUDES REO'D 1' SEDIMENT STORAGE ZONE. 95X of maximum dry density in accordance with ASTM D1557 (8'-12"
Lifts)
NOTE VEGETATED SHELF PLANTINGS
Contractor SHALL include vegetated shelf plantings into his scope of
(Min Extend liner to the higher* work. These plantings shall be installed immediately upon completion
Outlet Structure of the SHWT or 100 Year Elevation. s of fine grading activities. Upon installation of selected species,
(See Detail) S.H.W.T. contractor shall fill pond to normal pool Q& shall be responsible for
Emergency Spillway (Elev. per Site Plan) N- --- --- / Elev. 45.00 periodic irrigation of plantings to ensure their survival. Engineer
EI v. 1 storm) „ W El " "ev E CANNOT eertlfy_jhis stormwater facility until such time as plantings
are installed and demonstrated viable.
1 Elev. "D' 10 storm. 10' e 13 (100 yr storm)
Vag. Shelf >
-- Elev. 1-1 "Store aElev.)
�Elev. "B" Inlet Pipe (Size &
Outlet Pipe (Size per Drainage Plan) Permanent Pond Elev. "B" - n Material per Drainage Plan
\Draw Down Orifice 5 `�
�rotectlon in .......
Outlet P AssY• (See Detail) Undisturbed
(See Erosion/Sod. (See Detail)
vr Native
aMater SEALPlan) y!
'
- alas- Bottom Elev. "A-1" - - - Elev "A-2 � p •. ,r
. . . . 1 ? _ •�// CJ �
'Overexcavote" Pond by 24" and
7._ _ _ _ _ _ Backfll with 12" compacted do RECORD DRAWING POND ASBUILT - AARinn�`` I ciiLEASED FOR CONSTRUCTION
P y
material (see note) & 12' topsoil t
Cr stal Coast En ineerin P.A RECORD DRAWING POND ASBUILT
_ Y 9 9 f STORMWATER POND DETAILS
12" Topsoil Vegetated Shelf Plantings 12" Clay Liner Civil and Environmental Consulting Engineers PREPARED FOR
12' Clay Liner (See Planting Scedule) 12' Topsoil David K. Newsom, PE TRACT 1 JACKSONVILLE BUSINESS PARK
Main Pond f Forebay
3817-3 FREEDOM WAY, HUBERT, N.C. 28539 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PHONE: (910) 325-0006 FAX: (910) 325-0060 PREPARED BY
NOTE CONCERNING POND LINER
Pond liner shall be constructed of 12' compacted clay material Treatment Pond - Section J 0 H N L. PIERCE & ASSOCIATES,
(hydraulic conductivity < 1X1G-o cm/sec) either obtained on-site or 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
from offelte source. Contractor shall provide hydraulic conductivity Scale: None (Vertically Exaggerated)
PHONE: 91
test results to assure material meets the above requirements. S SHOWN
BATE: JANUA 27, 2012
PG
A
Alternately, Contractor may provide on HOPE Liner with equivalent SCALE: AS SHOWN F.B. PG.
effective hydraulic conductivity. JOB # FiLE NAME:
SHEET 5 OF 8

TMLt MEADOWS GATE LLC qpA
CURVE TABLE 1Mt_TML VACANT LOT2 / N
CURVE CHORD BEARING CHORD DELTA RADIUS ARC TANGENT TML��TML ZONED B-1 NEs�
Cl N34'46'16"E 182.91 1673'13" 648.27 183.52 92.38 �, L t 1� 1MLWILLIAMSBURG
,04t__ ONSLOW COUNTYSHOSPTAL9AUTHORITY D.B. �� PARKWAY f*_
q SITE
CANT
L L��- ZOONED B�1 -y • `i NEW FRONTIER =
`+47.47 a.ot 1ML��1ML__ TML�'7ML� PP -� @v ; WAY
L Gs,P cn
TML o
�~, as 170' PRO
GE5-1ML�7ML �
TML�TML�� 1Nv=43 47. o ' (JACK30NWLLE--HAVEL R/►y TML 1 L��1ML
1ML`TML_TML__TML T1/Lh,T.h „♦w» +47.96 +47.10 ss2as'20•ELO�CK 230 KV LINE) (PUBUC) iMll7ML�7ML�7MLL-7MC� VICINITY SKETCH
/ 1L TM1L� +47.1 ��TML NOT To SCALE
� E _ + / TML 1ML�jM as ��TA1L
\s.ao 7ML ��_� TML��T)NL�1ML PP I �� LEGEND:
7111L
}45:52- \ 7.09 � L34 _ EIS = EXISTING IRON STAKE
- t�15g \ 3 PP E -�•C/r / - 7A,/L I SIP - SET IRON STAKE
+47.�t• ` L- EIP = EXISTING IRON PIPE
4 .5 II �A1 E TM PP �!L_ 1ML_TML- ECM
= CONTROL CORNER MONUMENT
+9p�. t ` - =T�_4e +�6�7s E TML L L--�TA4L SPK = SET PKGNAIL
PIK NAIL
-�• E �1L� �� END= EXISTING NAIL
•� \ //N \� _ -� a6.8= \a' E __ -teaZ� E __ I 1ML�TML�IINL• rt M)- BENCHMARK
- CENTER NE
4a 34� �_ -
4 . �+45. ` - - �7.00 R/W = RIGHT OF WAY
__ 1}42.Z4 EDP = EDGE OF PAVEMENT
/ Dilof - -45- - "_ \a7 E __ E MBL - MINIMUM BUILDING LINE
\ / A�� �r \\� - _ -�� =- �4a�, Q as�}a7.12 _� E BOC - BACK OF CURB
APPROX. �� z •`�°'^c- 9-_ �3 z E _ CO - SANITARY SEWER CLEAN-OUT
/ \ N� - WATER METER
DETENTION POND ' I 4 .� I a sF a -�F45.98 4si 2 � _�EG�E`aM 43.aay� __ PP - POWER POLE
/ DAVID M. & HEATHER CHOATE l I� '7 ' I 14 \ a �- TR,4y-43- Ot LP = LIGHT POLE
\ D.B.2602 P.135 61 I m - \ I / \ \ �F 3.02 PT - POWER POLE WITH TRANSFORMER
\ / / KITCHENS k LIGHTING DESIGNS UNUMI 0 I 46.165? 'F' 1� \\ \ SL= SECURITY LIGHT
ZONED B-1 I a N R \ ./ 46.60� 47�- GGGGGCVVVBWW111"''' - CATCH BASIN
\ \ SSMF\ / / / \ I I ' ��47�j �r�\ \ I/ `� �496_i + 7.25 DI = DROP INLET
NOV 36.8i\ �/ �1J13JB - JUNCTION BOX
50
'�-' TII48.9 \ ' _ � \ '57� �� NAP - REIN REINFORCED CONCRETE PIPE
\ \ \ / / ' / `•X Y ',,.�~ I - \ I +48 5 ) .eg '/{�0/,73�+�4 J45i 53^-52���
\ / e b "to \\ +S.�is/ �S REDS)END SECTION (PIPE)
45 M N aQf \ �/ -
t•� Iq I T I / 53�5q 5,/X/ ' SF - SQUARE FEET
+�. I` I6 }k6.46 Z �tbs.6a +47.15 I h / � /�'/ L 7.54 MIN-
WATER VALVE
/ D4 = IRRIGATION VALVE
I \ \ W I i d +4 j4e TFLLBB = TRAFFIC- FIBER PLI HT BOX TIC CABLE BOX
G g�G > + 4�. / 240
.19 I % +47.37 P I t .55 TB - TELEPHONE BOX
•t\NQ A9 a I/ �� / I MW - NOT TO SCALE
� \5 � 49• M a MW = MONITORING WELL
_ E
FF E / �� "��- �-� N 42'26'48" W 93.7,V y5 \ + 8.09 7 +50 47 SSMH - SANITARY SEWER MANHOLE
\, /�_ \ D&UE = DRAINAGE & UTILITY EASEMENT
/ at.62 �9 .52 �J DU&AE - DRAINAGE, UTILITY, do ACCESS EASEMENT
�- f4�7 �i' PAGE
,� / i / 46.90 t46.9546.72 �I M B., PG- MAP BOOK,OOK,�PAGE ..
/ + I 46.84+? --UT-- - UNDERGROUND TELEPHONE UNE
i --TML--= ELECTRIC TRANSMISSION UNE
}aZ90 o I 0'I --E-- = OVERHEAD POWERLINE
+45�Y� EXISTINGI I coi -SF - - FENCE
i 4F. - 4f-- a SILT FENCE�� v I -SF- = SILT FENCE
ay4 4 �- 4� / W / I Q 1 = FIRE HYDRANT
/A0. / +4 AM, \ 46.67
.9 4 ✓q r� C) I ,� 46.67`w"I `°i'• �PP = POWER POLE
\ \ .. \
\ ` \\ / 10 79�a3 44.79 .1'2 RAP \ +46.85 r + w I LP = LIGHT POLE
/A 41i +4 +47.17 11146.7/ 111 I J 3 = SANITARY SEWER MANHOLE
���_ / �j +44.p /`OPj w $ +46.17 t46.62 + O
q // 46.63 vHCPS = HANDICAP PARKING SIGN
\ l /i •� 46.01 47 68 33
\ \ \ 1n 9/ +48.82 a6 i 91 1 1
��4Y 7� FENCE I / :'1 p D.B.14 5pP.1001E / N/F = HANDICAP PARKING SPACE
TRACT I p CITY OF JACKSONVILLE L
\ \ m• \\\ ,, //� i / M.B.51 P. 89
m\ \ hi/ Z 6.45 ACRES I I --� = HANDICAP RAMP
APPARENT a9-� ✓' /_� �/ t44.54� �. �- -� DM.B.55 P.1001
�� ' � n1 i NN t43.40 }46.66 I / N / I M.ANT TRACT 1OT
BOX /// 4A �cN \
\ \ !NV=40. a GO•"`� +46.a6 \ ta7.20 +46.53 r � VACANT LOT STOP
=89 PAINTED STOP BAR
r ZONED B-1
I o.9� / R 'RN / +46.60 q +4s.t2 1 ® = STOP SIGN
i '� } - t46.94 }46.24 48.16 0 - 46.�7 �,r�.,�
N 42'26'48" a6 +46.22 � = GRADING LIMITS LINE ec SILT FENCE LINE
W 16.09 !J�\ I CPS - COMPACT PARKING SPACE
iYa�?47 / \ \ ��"� / / \ a♦= PROPOSED TRAFFIC FLOW
a TOP 46.08 + - � / °j `` /// 1 I as.st �= EXISTING TRAFFIC FLOW
INV- .91 - 46.\l6y M y3 +46.45 +46.84 '� SIS Ia / I •sue= STEEL BOLLARD WITH CONCRETE FILL
\\ 1 ✓p6/ INT. 000 = INTERIOR LANDSCAPING
+43.43 SIB SIS 45.84CB EXT. 000 = EXTERIOR LANDSCAPING
ff �, +17.47 = EXISTING SPOT ELEVATIONa8Og7 48 \ \ \ 45 < \ +46.84 }46.62 +46.90 0.6/ /I45{4 1 ` 1 _ r
INV= .BB 1 \ +46.26 \ +46.23 {A +46.3.
\\ � \ 4rj,38\ \ +47.11 +46.27 45. d I'. •.', 1 a^ ' 'I 0.00 = PROPOSED GRADE
a6.z8 +a .oa BACK CORNERS OF SLAB
\ / 1. / / I p6 .•..1 T� C-0 PROPOSED GRADE AT TOP OF CURB
+47/.05 t46.87 e2\ -� J / \\ I .' .',• 1
\, \ 4 \ +46.19
$ +4%44,64 iI'6•.',' �'.'.��.'.1 a�a / I I• a5.92. ��:.:� :.:.'��:.', :.', -.'.I TW=0.00 = PROPOSED GRADE AT TOP OF WALK
+45.6T 445.26 I-� = DRAINAGE BREAK LINE
Ln \ \ m \ a +a3.7s w 1 «°' �.' I\
,A\ y+ \ N +46.63 +46.52 +46.73 / / ,. '• .' 1 ,IL � `
c5.63 1 +46.27
o� \� \ 4' +a6.22 / ;/ // DOUBLE CONCRETE BLOCK FILTER
\ IN 5 1 4s.92 +46.24 ` yT / i :' : .''• .. ' �' iii�------++i
46.84 i �. . .'�
N/F > Z.
11 11^ ��1 + °s / y/. , /. , / /. .', I ', •.', '. :'. . . ® = DROP INLET
MORGANS FUNERAL HOME, INC. `�> G 1 1 Y QtQ 1 +•j,'�/ ,19/ ,• /
LOT 40, PARKWAY INVESTORS. LLC (0 f > +46.87 ` /7F 4/+' 9 ' ' ' ' • '
�p G� 46.06 4 I. •.
D.B.2297 P.759 ; 1 `� 1 Ix 'F• 1� +46.69 +44.08 $ / / 45.112.', .' .' ' .'.' ' •F.g5:8? .'/ ice'.',• +4SSZ' 45169. .. .' s� CURB INLET -
M.B.46 P. 203 S +46.44 +46.30
1 1 .9 Im /. ./ 1 • .'. 4e....* CURB BUDDY (CURB INLET PROTECTION)
MORGANS FUNERAL HOME �rn' ` r / 1' ,•�. ,��. . ' �.: :�:'.:,:�.:,:�.:.''• .',� : ♦ ♦ .
ZONED B-1 I a I' •I
I B 1+46.53 +46.09 $ // 1 . p0 .
.404'.WetIlnd'9',• 404 Wetlangs '.' /
/
N 4 1 50'MBL 46.48 +46.29 / / I I _ _ 1 50_Mel RIP RAP
- - - - - - - - - - - - - - - - - - - - ,
Cg� H / 46.96 +46.66 $ / /4 64 ��- \ 1 .', r�
- 45.46 5.55 \��.',��.' .'�� .',�:.',•:.'.'�••.',� .'.' m' � . �� . '• . '� EXISTING SIZE DATA:
IZ P 1 34.44 +46,51 / / L '.•, ...., ' ..'. ,. .
\ JV.
I NUMBER OF LOTS = 1
111 5
I I 1 \ e +46.54 + .96 \ / $/ / \. \ ^_46
// s +q�aal +a6.25 NUMBER H EXISTING BUILDINGS = 0
+4649 46 +a6.59 +dK.58 •.' .+45.s3 . '\ +a6,17 EXISTING USE(S) = VACANT
6 t46.21 r� �L/a q +46.0 ,• � I SQUARE FOOTAGE OF EXISTING BUILDING(S) 0 SO.FT.
I \ EASTNG WATER LINE APPROXlMA1E LOCATION \ ? .. .'.'
_ a . ' • . . : -{- - - - - - - - - - - - - SITE ZONING - B-1
_ . .'_': '
as.5o + ag�p R. C.', ® ,' 7Y 47� TOTAL ACREAGE = 281,118.17 S.F. (6.45 ACRES)
515 ` Za5 WV .
�� +45.63 SIS TB.' .'.' .•.' .'.\ .' . .SIS '.' .'. - ACREAGE IN ACTIVE RECREATION SPACE OR OPEN SPACE = 0
I .92 46 . , . , , 54 : •..'y� NUMBER OF LOTS = 1 .
I �k� CO I ��' OWNERSHIP STATUS (RENTAL, CONDOMINIMUMS, ETC.): OWNER
EXISTING _2 � F•47.5fr= -++7r33= F4a+17- 0t�� ���i9� �6,65+� =•4-1&a1- 6,47- 8 '��•as�e6 = '�•i 12 :.;5_• �H MAP BOOK AND PAGE NUMBER M.8.51, PG.89, SL L-1426
�� �F47.73
HANDICAP RAMPS / /� SEyA1 N42'W411 •W 71SSY / TOP-47,67 DEED GOOD AND PAGE NUMBER DB.1415, PGA001
SSMIH•� TDp=g7,,9 / '`sTR"CE t,EX1511N0 e• SEPAL)tE (APPROXBAA QCATON) NEW-FRONTIER WAY I o- """�' °' �4111.30 CURB T o-
Tw-,7.1 (VFRIF'Y) INv-37.74 TAX MAP AND PARCEL NUMBER = 339-20.50
INVm3 }#ia. F++. • S°1ef �e a' I Iili ^•8•- er Line UTILITY COMPANY E JONESDESIGNATION:
V EMC
CA
I 60' /W PUBLIC) -0 / CURRENT LAND USE ��HATON%V�AjC#/ANT
4) I a 7 / / RyaJ,� 43
.5� -�P 7� �.2t= 91= 73� �48.58� 38� �HR51 .6.'� 90� �"�7:20� �48� �-47.75 v
}47 47.51 EXISTING CONDITIONS ,
7.� /,I �- FOR
.r,sag
SAFEGEN II, LLC. I I I' NOLAND PROPERTIES, INC. I CITY OF JACKSONVILLE MILLER-MOTTE COLLEGE FAC#0" Q
LOT 1, PARKWAY INVESTORS, LLC $M7.D X4 TRACT I D.B.1415 P.1001
D.B.1892 P.373 3 D.8.2426 P.140 TRACT 11 AT
M.B.41 P. 231, SL. K-1178 I I I r
JACKSONVILLE BUILDERS SUPPLY M.B.48 P. 69 M.B.51 P. 89
ZONED B-1 II II i I �� VACANT LOT VACANT LOT TRACT I JACKSONMLLE BUSINESS PARK
I I ZONED B-1 ZONED B-1
PREPARED FOR
I� RAY DEVELOPMENT AND CONSULTING., LLC
SITE ADDRESS.
105 NEW FRONTIER WAY JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
OWNER JOHN L. PIERCE & ASSOCIATES, P.A.
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS CI JACKSONVILLE N.C. NORTH CAROLINA LICENSE No. C-1888
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY P.O. BOX 128 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN JACKSONVILLE NC 28541
HEREON); THAT THE BOUNDARIES NOT SURVEYED A nr��"";, 910-938-5200 PHONE: [phone] DATE: APRIL 1, 2011
CLEARLY INDICATED; THAT THE RATIO OF PRECIbI ���%,
AS CALCULATED IS 1:10,D00+; WITNESS MY ` � cS=��•., SCALE: 1 = 40 F.ry) d PGnc
ORIGIN SIGNATURE, LICENSURE NUMBER ANq�SEJ`L� ✓l' JOB #2011-12729 Email: (Larry) draftp4liD)lpno com
THIS DAY OF ^A' _ 20 S� = DEVELOPER
- s\-'`\" ( = O 3684-HENDERSON DRIVE RAY DEVELOPMENT AND CONSULTING, LLC GRAPHIC SCALE
0.� 71
� i� V gi JACKSONVILLE, NC 28546 40 0 20 40 BIG lea
JOHN L PIERCE L.S. L-2596 y L~ V
910-547-9344
�nAY ^ 2�11
tv
REV: 4/25/11 PER 4/14/11 TRC COMMENTS
REV: 5/11/11 PER 5/9/11 TRC COMMENTS IN FEET )
IBY'��0&t -SI 1 inch - 40 fL SHEET 1 OF 8
REF:
D.B.1415 P.1001
TRACT II M.B.51 P. 89. SL. L-1426
G:\Projects\Ray Development & Consulting LLC - Lott JockaonNlle Bus. Pork\dw9\BASE.dwg 5/12/2011 6:iS:20 AM EDT
ML rlc �
• e

CONSTRUCTION NOTES: _'TML_ MEADOWS GATE LLC e�101\
t. LOCATION OF EXISTING WATER MAINS TO BE VERIFIED AT THE TIME OF CONSTRUCTION. CURVE TABLE TML TML D..B.58 P.472 fti
M.8.58 P. 163 `A
2. ALL EXISTING WATER & SEWER SERVICES THAT ARE NOT TO BE USED ARE TO BE ABANDONED PER CITY OF JACKSONVILLE STANDARDS.
CURVE CHORD BEARING CHORD DELTA RADIUS ARC TANGENT L�-� L ZON D B-1 / v � �WLDAMsauRc
SEWER TO BE ABANDOIDED BELOW FINISH GRADE & WATER AT THE WATER MAIN. C1 N34'46'16"E 182.91 16*13'13" 648.27 183.52 92.38 PARKWAY r-
3. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE FILL' AS REQUIRED. -�TML _TA•1L�� N/F -_ -
4. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE WATHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL. `jML__ TML- L ONSLOW COUNTY HOSPITAL
AUTHORITY D.B. SITE
5. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS. 1598.
6. AN EROSION CONTROL PLAN IS REQUIRED FOR THIS SITE AS PER THE CITY OF JACKSONVILLE'S ENGINEERING - STORMWATER DIVISION. ALL DISTURBED AREAS WALL BE Tti1l _71NLt VACANT LOT
STABILIZED WITHIN 15 WORKING DAYS OF THE COMPLETION OF ANY PHASE OF GRADING. ALL SEDIMENT MUST REMAIN ON SITE THROUGHOUT THE CONSTRUCTION PROCESS. L L ZONED B-1 �� Qy ) NEW FRONTIER =
8. ALL PAVEMENT 7. ALL STORM ER HANDLING
BASE FACILITIES SHALL
HA L BALLED CONSTRUCTED PER N.C.D.O.T.ACCORDANCE
WITH N.C.D.N.R. STANDARDS AND
AND SPECIFICATIONS AS SHOWNENI DETAILS. -_ 4747 INV>r43.49 �,,. 4701 �1l_�TIHL_ L ` L� Lam__ �� A,pw� U WAY
PIP
9. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. _� _��' �H ___NL L L �_ Ro•�
10. MAXIMUM BUILDING HEIGHT IS LESS THAN 50'
11. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. -- ryM 170, -VWL L�-
12. ALL POWER POLES, POWER LINES, ETC. THAT ARE TO BE RELOCATED TO ACCOMMODATE PROPOSED CONSTRUCTION, THE CONTRACTOR IS TO COORDINATE WITH POWER 1�1L_ ' EIS pROGESS �•1L L�-
COMPANY PRIOR TO RELOCATING. 71�1L�_TMl INV-4& 47.80 NACKSONV1uE ENERGY R/Ly �TML 1 TML��TML
13. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR . CONSTRUCTION. 1A1L L ! I +47.10 20T;-HAVELO KV PP iMl "� TML-�'1L�
14. NATURAL GAS IS NOT AVAILABLE AT THIS SITE. THERE ARE EXISTING GAS LINES ON THE NORTHERN SIDE OF WESTERN BLVD. & THE SOUTHERN SIDE OF GUM BRANCH RD. _�T1N TML +a7.96 5• CK 230 �T1L4L
16. THERE15. ALL RAINAGE SHALL ARE EXISITNG UBT UTY,EET DRAINAGE OR NTH DRAINAGE AND VEHICLE ACCESS EASEMENTSNAGE AONSTHISNSITE (PUBLIC). TML��TML s\p4c�k�ar _�I L 294.Bg• LINE) (PUBLIC) 7ML�TML�� VICINITY
SKETCH
17. ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT. / 'M �7�L_ +47.1 , L��Tkf
18. ALL EXTERIOR LIGHTING SHALL BE POSITIONED AS TO NOT ADVERSELY AFFECT ROADWAY TRAFFIC OR ADJACENT PROPERTIES.
19. THIS PROPERTY IS IN FLOOD ZONE X. WHICH IS OUTSIDE THE 100-YEAR FLOOD PLAIN, ACCORDING E �� {' / TML T14L��7M a5 TML
TO FEMA MAP 370178-4378 J, EFFECTIVE DATE NOVEMBER 3, 2005.
20. THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN. E E _ /F��6`46.40 �1L TML�� I -
21. VERTICAL DATUM BASED ON NGVD 29. L�� 1� _ \ 7.09 / ��1ML �,TML PP I LEGEND:
22. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND SEWER MAINS. �� l �L 4 -- EIS = EXISTING IRON STAKE -
23. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 10 FOOT ABOVE GRADE t +y5� I !�,� L�TML I SIS - SETIRON STAKE
(OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED AND/OR 3 PP E nNL�� �ML EIP = EXISTING IRON PIPE
RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN THIS CLEARANCE AND SIDEWALKS SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF +a7�� q ,5 I _._L_ 7M TML- ECM = EXISITNG CONCRETE MONUMENT
A FINAL CERTIFICATE OF OCCUPANCY. p1 E PP TML 7ML CC = CONTROL CORNER
24. PROPOSED SIDEWALK TO BE 5' IN WIDTH. �� (\ 91 _ _ E _�T11.1L I -7ML EPK - EXISTING PK NAIL
25. TRAFFIC FLOW PATTERNS AND STOP CONDITIONS ARE TO BE PAINTED. q + �1 �� I T)N �7ML SPK = SET PK NAIL
�_ - �k'�4s + 79 E TML END- EXISTING NAIL
26. ALL SIGNS AND ROADWAY MARKINGS (TRAFFIC CONTROL DEVICES) MUST BE IN ACCORDANCE WITH THE (MUTCD) AND THE CITY OF JACKSONVILLE'S CODES AND ORDINANCES. /'R 45--_ _� E I -TML
27 ULL STOP-CHANNELGNS OST�MOLL UNTING 1HE3GHT HIGH
IS 7INTENSITY
TO LATHE BOTTOM OF THE SIGN.SHOULD
BE MOUNTED USING A aK� \ \ / - BENCHMARK
44�_ - -' - - 46.88 \ _��\aa E I 1ML�TML (BM)
= CENTERLINE
/ - - 44 - �_ _ _ ¢2 �� R/W = RIGHT OF WAY
28. ALL PROPOSED CURB & GUTTER WITHIN RIGHT OF WAY TO MATCH EXISTING. ALL CURB & GUTTER WITHIN SITE TO BE 24'. \ 45"L&t SL46 a�_�� 2Z4 - �I-a7,00 �� 4-
+16E EOP = EDGE OF PAVEMENT
29. THE EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH BANKS ARE DISTURBED, THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER SIDE SLOPES jl� 6 �_- - - \ M8L = MINIMUM BUILDING LINE
AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. \ /� / ' ^f46+32 �-�_ �e �a �i -�44��� \4� E �1 BOC = BACK OF CURB
30. THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION IN THE MONTHLY STORMWATER FEE THAT WILL BE ASSOCIATED WITH THIS DEVELOPEMENT. I
/ 46.2 - 464712 E CO = SANITARY SEWER CLEAN-OUT
TO QUALIFY FOR A FEE CREDIT, THE OWNER WALL NEED TO PROVIDE THE CITY ENGINEERING DIVISION UPON COMPLETION OF THE PROJECT A COMPLETED CREDIT APPLICATION APPROX. -145 9Z � � I '3� 2 wM = WATER METER
ACCOMPANIED BY A COPY OF THE STATE-ISSUED STORMWATER PERMIT AS WELL AS, A COPY OF THE SITE PLANS. DETENTION POND a: �45.98 �� �$Ep1�43. -' �� PP = POWER POLE
31. ALL STOP BARS SHALL BE LOCATED 4' BEHIND PEDESTRIAN CROSSWALKS. / N/F 1 a . as.o a ���\\\4 a r - \\\ ipgp-4 -- 01 LP = LIGHT POLE
/ DAVID M. & HEATHER CHOATE ) \ / -�g5 \ 3.02 PPT = POWER POLE WITH TRANSFORMER
D.B.2602 P.135 1 m \ \
/ \ M.6.50 P. 56 �g 46.�6� +46.97 748:9� > / \ 45� {'}sL= SECURITY LIGHT
PRE-CONSTRUCTION NOTES: \\ / / ZONED B-1 d � 46.6047-� CB CATCH= CATCH BASIN
KITCHENS & LIGHTING DESIGNS UNLIMI D 1 m \ �_ n. GUY WIRE
DI = DROP INLET
1. ALL CONSTRUCTION MUST BE COMPLETED IN \ TOP=46 7 SSMH / \ ' 1 47--j �--� I �� 49�,- \ 7.25 JB = JUNCTION BOX
ACCORDANCE WITH THE CITY OF JACKSONVILLE INv-36.81\ �11a.73 T � /� 50` RCP = REINFORCED CONCRETE PIPE
MANUAL OF SPECIFICATIONS, STANDARDS, / / \ w +48.90 / �`i �'S INV = INVERT
AND DESIGN MSSD . A COPY OF THIS MANUAL \ \ \ / ' ' �� I \ / / � z� * 9.93 FES - FLARED END SECTION (PIPE)
( ) \ \ :aa N. )) 4 8 0' 3 t�54�.345`53 i
IS AVAILIBLE IN THE PUBLIC SERVICES / a lYlYl a M f�' ,p t48 5 I +g3 5> AC. = ACRE(S) -
DEPARTMENT AT JACKSONVILLE CITY HALL \ \ \ / \ / / aI,1 � f); 1 ���53_�/�i SF = SQUARE FEET
2. PRIOR TO COMMENCING CONSTRUCTION THE \ \ \ / / f 64 + M N I p / 52 51 / D41W= WATER VALVE
/I� I� '-t46.64 / 49 7.54
CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION / tI16.46 +47.15 n go D4 W- IRRIGATION VALVE
CONFERENCE WITH THE CITY OF JACKSONVILLE / \ s / \ , +46' 1 I Z \ I I tl +a1Je� j q�•--- FOC = FIBER OPTIC CABLE BOX
AT CITY HALL. / \o' 446d//// \ o � �'"a y'- TlB = TRAFFIC LIGHT BOX
3. THIS DEVELOPMENT QUALIFIES AS A TIER 1, PROJECT IN ono �m� / G ,tea i a2 a61 Ij +47.37 a I + .55 TB = TELEPHONE BOX ACCORDANCE WITH WITH THE SEWER ALLOCATION POLICY. A g'm / 9� + 4y- 4A .19 NTS - NOT TO SCALE
SEWER ALLOCATION REQUEST FORM MUST BE SUBMITTED '�"'" \ \5.11NC'49 49 /_ - 1/ y Ash / I MW = MONITORING WELL
TO MICHAEL MOORE IN THE PUBLIC SERVICES ENGINEERING \ EX 49. + 8.09 I`+slo SSMH = SANITARY SEWER MANHOLE
DEPARTMENT. A COPY OF THE SEWER ALLOCATION POLICY w \ fF �� �� N 42'26'48" W 93.74' SIS 7 27' 47 I
AND THE SEWER ALLOCATION REQUEST FORM ARE oP \ / / /may 4' CHAIN LINK FENCE WITH /�_ D&UE = DRAINAGE & UTILITY EASEMENT
a1.62 +46.52 BLACK VINYL COATING I DU&AE = DRAINAGE, UTILITY, & ACCESS EASEMENT
AVAILABLE ON THE CITY OF JACKSONVILLE WEBSITE AT \ \ vo \ \ / /- g9• �46.72 D.B., PG.= DEED BOOK, PAGE
WW/W.CI.JACKSONVILLE.NC.US AND ARE LOCATED IN THE \ a t48 �W_�rs
\ / j/ 07 � 8�. `! ,y +a6.95 K'I M.B., PG.- MAP BOOK, PAGE
ENGINEERING AND CONSTRUCTION SECTION UNDER \ `.f \ \ 6 46.84 z _
GOVERNMENT & CITY SERVICES. \ \ \ \ / - -_ - -- I aI
\ + --UT-- - UNDERGROUND TELEPHONE LINE
1 +47.90 I 0I ��- _ FENSELECT IC TRANSMISSION LINE
t�y'�}t+4 a v I I -rSFs- - SILT FENCE
/ I 01 yv = FIRE HYDRANT
t45.74 46.67
'S•Y
v1 I N �PP = POWER POLE
�� i Ian J --� /a +671 n T"y[ LP = LIGHT POLE
79-AAA s t46.85 [ I I �I 3
\ 9. 3 0� 1 �.y: 7A'" /45 t46.7F1 - SANITARY
�?/d �7�///3 ,: POND AREA .� p '1 +46.17 t46.62 46.63g I`a O = HANDICAP R MANHOLE
\ 2 \ �T/ ,// / a N +46.01 �47168 -I Y sHCPS - HANDICAP PARKING SIGN
\ a �+48.82 A6 91 �'V I 3U 33
. 5. .��, iO O CITY W JACKSONVILLE
L'1 0. D.B.1415 P.1001 N/F = HANDICAP PARKING SPACE
\ \ 1 \ A 45 1'67 1 a1`1 D: TRACT I r
// PROPOSED �< 0- = HANDICAP RAMP
I v D.B.1415 P.1001 m. \\ � / M.8.51 P. 89 / p4
/+ �j. / I Z Ov 8.46 ACRES I CITY OF JACKSONVILLE �'
o \\ \ 48-� +44.54i i ��'`SPHA6F--q6 '�.' I (��c, M.B.51 P.II89
\ \\\\ APPARENT �� i NrN Jp•Ra I k?`! I I VACANT LOT STOP = PAINTED STOP BAR
]ION B0 i/ A +44.8$ ,j C 0, 47.20 a +46.53 / ZONED B-1
1 INv-40. o.�� �_ Sgµ1c p,. . +46.12 I ® STOP SIGN
SITE DATA: `O e , . 0\,5 f\R� -ti, ,B' "�°, n' ,�.�, a A..R++�,, �J N 42'26'48" +46.24 48.16 �0 +46,22 t46J7 ����^� = GRADING LIMITS LINE dt SILT FENCE LINE
NUMBER OF LOTS = 1 � +4 `�' ?� �+',/ r • 1IS�- = T PARKING SPACE
_ as '" -1 : �. - IM A�� � x eIL 4?� F�l.? ?A W 16.09 CPS COMPACT
NUMBER OF EXIS TING BUILDINGS 0 `' o. ,- "� - '!� � Y " +46.30/ / \p I =�= PROPOSED TRAFFIC FLOW
EXISTING USE S - VACANT o. \ �+ +4 ,,: i :. doffs '1" ='PROPOSED' PS7ER9',NIzJ - (t) R & (t A W7 - ,\ 46.St �= EXISTING TRAFFIC FLOW
r I TOP 46.06 +4 - •� ) " ----- _ 1U n I�
PROPOSED USE(S) = COLLEGES AND UNIVERSITIES ° INv= .97 �6\t¢ N 6 +a .5 45,93 - NOrARK'Nc C n 18'0"x14'0' COHC. PAD PITH 22'2'x12'0' OPAQUE FENCE pH°' U a / y�'C/1 •sw- STEEL BOLLARD WITH CONCRETE FILL
NUMBER OF UNITS = 1 +46. 1 �' a. ' 'RAO. ENCLOSURE 8' HIGH OR HEIGHT OF DUMPSTER WHICH EVER IS GREATER $ ��b JPe S'S U �� lei \ I INT. 000 = INTERIOR LANDSCAPING
TYPE OF UNITS = COMMERCIAL P \ 166.97 - ! , �° o SIS <SIS +45.84 I \ EXT. 000 = EXTERIOR LANDSCAPING
yb a e r43.43' 6 - i I
SQUARE FOOTAGE OF PROPOSED BUILDING AREA = 13,332 S.F. CB 0346 \ \ ¢5 < \ r ; ` 2?0 =♦ CP \ * ;�' �' Pa '" / ;'�' /� 0 �r �� N °o Ayor�� +17.47 = EXISTING SPOT ELEVATION
SQUARE FOOTAGE OF EXISTING BUILDINGS = 0 S.F. TOP 48.03 �as °• o e• tiA" �' ' +< G2 ' -- oo• of e• tip' ' _
( ) INV 68 .-1-M 3'RAD. / , / / , / ., s - F +46.30 /A6
SQUARE FOOTAGE OF EXISTING & PROPOSED BUILDINGS = 13,332 S.F. L ` \ +47 tt -�7,•I V G'\ i o w D • '1 o-� 'IPROPOSED GRADE
SITE ZONING = B-1 as.3e\ :tr, s'a = `i,� ye. ;SxS'kANb}N ``1... °.' INT.250 �ur I ' BCS=0.00 BACK CORNERS OF SLAB
TOTAL ACREAGE = 139,482.56 S.F (3.20 AC.) ` \ \ NT.250 • _ �� '�' ', " �L ��G,K/ UL
o / I, . ,1
ACREAGE OF LAND TO BE DISTURBED AND EXPOSED = \ \ "P4o "" ip +4 . �'' /� 'P+o " 4� u) _
103.807.17 S.F 2.38 ACRES NOT FOR LANDSCAPE USE \ 6.28 �2a.00' 1- ,' j�� 24.00'+y TYPICAL :. ^ \ :.'\ \ I I TC-0.00 PROPOSED GRADE AT TOP OF CURB
( ) ( ) \ I .
\ 'o PROPOSED t LANDING V6 :X, 4IG Iil,z7J'�'
PERCENT OF SITE DEVOTED TO OPEN SPACE - 0 �� \ PROPOSED 18' +46.19
NUMBER OF BUILDINGS (COMMERCIAL): 1 \ ia; TYPICAL 1F, .os +a6.87 - i .' e I' .
ASPHALT �� -i-`-: �± i :;; ASPHALT Lash \ I'° ,° �� as.87 'I TW=0.00 = PROPOSED GRADE AT TOP OF WALK
18, '� dd15 ,l-�� / i dO1S c. W 4AB4� I 1M0 1,.
OWNERSHIP STATUS RENTAL, CONDOMINIMUMS, ETC. : OWNER a' �� m sb'• �'
( ) o (� V A / 4M^ iv / +a5.6S rra5.26'.' a e--I b DRAINAGE BREAK LINE
c,\+�\V � o� ..-..
TYPE OF UNIT = COLLEGES AND UNIVERSITIES N +�\ _ a6.63 - / ,.
A s acxoSsoVuo 5>F5'4AIVD1(lg �' $X5`LANDING,/ . .
I ��
NUMBER OF PARKING SPACES REQUIRED (W/FORMULA PER SECTION 102) - 67 (66.66) REQUIREDS� 563 - / / +46117i ;� / '` io / / i.�. '�
1 PER EACH 200 S.F. 13 332 S.F. 200 S.F. 66.66 TOTAL �Z SBCF ' " SBCF SBCF "l4 SBCF n / i / i = DOUBLE CONCRETE BLOCK FILTER
\ �. ,
:.: 6TOP +46 22 /
NUMBER OF PARKING SPACES EXISTING = 0 ( / ) o A� 5 .> STOP ,1R. 2 .: . 'y�6.i!►4rr , �R:i4�k� ..:- ���� . . ...:: n � i' •, •..'J �'I' .. .. .
7 - 'h "IKE 1' '#f"4 ytl\i 46.8
NUMBER OF PARKING SPACES PROPOSED = 92 INCLUDES 4 HANDICAP SPACES i o vV'� \O 24.0o BIKE RACK : .. . .. . . . ..:..: ,,,,., , ,:: BIKE RACK 24.00' .i. . .',' = DROP INLET
NUMBER OF COMPACT SPACES ALLOWED 23 N/F c T^ PAvmc GRIDS 15, ::$.5'Sf. ,, ": .:<:; .B;S';5117EWN.X <2; ON PAvxb00Rlos "� •,-= z +a . / <o� i '� CM D
. . . . ..•. :.. :<< . . .-a' tl' ax.AD .:. • a 4' 46.06 � 1�/ 1. /
NUMBER OF COMPACT SPACES PROPOSED = 0 MORGANS FUNERAL HOME, INC. s' \£ p 4• 4 '
LOT 40, PARKWAY INVESTORS. LLC r (1 - 4 y/y
$ ✓ \ Y Y . . o . . x, u a N 4a. 8 h P' ,•,. , / gy,ll2 '•¢45:fi7 .'/ r� +45 57 d5'89. ! = CURB INLET
D.B.2297 P.759 \
TAX MAP AND PARCEL NUMBER = 339-20.50 r +11 :�1±p wI 46 44
P. 203
d 1 a c , w y (_� ( fi `1r1. m xy o / ./ / •......• = CURB BUDDY (CURB INLET PROTECTION)
MAP BOOK AND PAGE NUMBER - M.B. 51, PG. 89, SL L-1426 MORGANS FUNERAL HOME 6�1n '� .g ao p p" laxl
DEED BOOK AND PAGE NUMBER = D.B. 1415, PG. 1001 ZONED B-1 L 1 rs, 6.53 O o, INT.51b 5p 'o, a ,TYPICAL HANDICAP 'P4p :, 9 +46.09 40, a.INL515 d 2r / 1 •' ' .' ' •404'.Well Ylnds /�° .'404 Wetl0i146 _ -
o. \ o o hI91 SPACES �' Io / I',
1 1N p• �� PROPOSED ♦_ 'OQ• "' / a j - RIP RAP
ELECTRIC UTILITY PROVIDER: JONES-ONSLOW EMC , �. o NIT �, ti m (•' 1 r• N 6' CROSSWALK N ASPHALTs',' _ / 50'MBL
CURRENT LAND USE DESIGNATION: VACANT o o, I I�X \ m � - 50'MBL -, - - - - - L �- - - - - - - - - - - �; - - - �.-� }46.46 - - - - II - - ' /- - - _ _ ,�- - - - - -1 = - - - - -% - - - - - -
�'1low
. 9 051-1111
'd6.96 �a J• TYPICAL 9 R 'A m ,°•,
O_ \ ., ✓.. e ;u >,� 9, N,? a ? :✓ I1 6a
LANDSCAPE CALCULATIONS: 961 +4 '51 5.55CALCULATION OF REQUIRED LANDSCAPED AREA = 5,293.3176 S.F CT -� e,. Z =CALCULATION OF VEHICULAR SURFACE AREA EXISTING = 0 S.F �1 - '� _ ;_(� .:. . +46.25
24.00• 24.00' h- . . • ' ' ' ' ' a. . '.+.4'6-0AI
CALCULATION OF VEHICULAR SURFACE AREA PROPOSED = 44,110.98 S.F \ q6 `'> :..;�' ' �„ .. : <•., �¢�,. z' - ' W +46.59 t416.58 .t45.g3 .','• .'\
- 4 .,> fa :. °'!3. '# "IMF• = z 4 . . �. +46.0
CALCULATION OF TOTAL VEHICULAR SURFACE AREA = 44,110.98 S.F e LFa6 a9 +4621'X' a.,,,,�;.W:ar+_a1"i.Svg,glp.; :,, 1.'t -`tlj' �w, ; ,- :,;&_ 1kr
' .. _
I i 1 E70511RG LINE APPROXIMATE LOCATON�\'.' _.: �,' . ,
IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) = 48,170.76 S.F I m : -1 EXT.880 - GXh880- 'I' F-�• q . T.' ' -' ' "� - ' s' sTReET iAYm LINE
-
IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) = 61,502.76 S.F Ji ,,� HIGH�HRUB SCREENING s p + 8' STREET LANN LINE �T,�C'�'. ••'' ' --.�-_ 47r
REQUIRED LANDSCAPING 5,293.3176 ,`'•� j 1�00•� d0u dots I Imo- 4 '48'w 50' duels .63 SIS Ta.' ' N4 46'.Y� '�18.93' .SIS '. .�`� -q��+�,Iv�4 D
REQUIRED INTERIOR LANDSCAPING = 2,64-6.6588 :,_,,: �-
,:. I f ...,:. ..
PROVIDED INTERIOR LANDSCAPING 5,880 _ i-- " POSED 91DE. AL ..:.:.,: �. t�l ..WM . . . . . . &' ��III�I�I '.r;,< >;::. \ ,
REQUIRED EXTERIOR LANDSCAPING = 2,646.6588 I ^•^^\ .2 ---1"47.SFr- 77-_ Oo-� 9=� ,••1e.47 'a =_� '�1 .8E=• �_- + t2� .-•=06 -�-t -Fa7.73 SSMH I is , t Mil
1�
PROVIDED EXTERIOR LANDSCAPING - 5,504 EXISTING 5 �11GF V1518fD7Y PROPOSE HANDICAP RAMPS ON TAiOP MI(XL'4 iITY SSMH TOP-47.67
HANDICAP RAMPS . N4226'48'W 713.33' HANDICAP RAMPS
TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) = 139,482.56 S.F (3.20 AC.) SSMH SEWER 6' CROSSWALK EACH SI OF PROPOSED DRIVE d� 6' CROSSWALK NV-36.30 CURB CUi o- 47J INv-37.74 fvK F'GS$
TO BE ADA COMPILANT a TOP�g7.19 MCE ON EACH SIDE OF MV�36.33 EL-4&88
IMPERVIOUS SURFACE RATIO = 0.462 �...•-. PROPOSED DRIVE ' sewer Line I /�.8',. wx Una $�: -
-< Mw3a.33 (vEMFY) EXISTING 8' E (APPRoxAiA naN) NE ONTIER WAY I
NUMBER OF TREES REQUIRED = 8 (3 INTERIOR) (5 EXTERIOR)
NUMBER OF TREES PROVIDED 21 (17 INTERIOR 20' RADu 8O' W PUBLIC
(9 EXTERIOR)
NUMBER OF SHRUBS REQUIRED = 42 (17 INTERIOR) (25 EXTERIOR)
NUMBER OF SHRUBS PROVIDED = 184 (52 INTERIOR) (132 EXTERIOR) (EXTERIOR INCLUDES PARKING SCREENING) I f --.q.R 5� �,4 37� 22� ya.+�� 9173� �a�.58- 38� 1 .6�- 90� �'^hr20= 48= �1-47.75
RED MAPLE I "^ SITE PLAN
21 TOTAL AT INTERIOR & EXTERIOR LANDSCAPING TL d7 x° 47.51
MUST BE A MINIMUM OF 2'IN CALIBER & 8' TALL WHEN PLANTED N� I T. I _^ N� FOR
SAFEGEN II, U.C. n I 11 M NOLAND PROPERTIES, INC. CITY OF JACKSONVILLE MILLER-MOTTE COLLEGE FACILITY
CRAPE MYRTLE LOT 1, PARKWAY INVESTORS, LLC 1".06 D.B.1415 P.1001
' I TRACT I
B TOTAL AT INTERIOR LANDSCAPING DP. 231. SL. K I I ' I ' i D.B.2a26 P.140 TRACT II AT
M.B.41 P. 231, SL. K-1178 VACANT
P. 69
MUST BE 1' IN CAUSER AND 4' TO 6' IN HEIGHT WHEN PLANTED JACKSONVILLE BUILDERS SUPPLY II . MACA P. 89
ZONED B-1 I I VACANT LOT ZON oTBo; TRACT I JACKSONVILLE BUSINESS PARK
INDIAN HAWTHORN I I I ZONED B-1
176 TOTAL AT INTERIOR & EXTERIOR .LANDSCAPING III ' R PREPARED FOR
MUST BE A MINIMUM OF 24" IN HEIGHT WHEN PLANTED
SITE ADDRESS: RAY DEVELOPMENT AND CONSULTING., LLC
• GROUND COVER AROUND ALL SHRUBS & TREES TO BE PINE STRAW.
105 NEW FRONTIER WAY JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
• EACH LARGE TREE AT THE TIME OF PLANTING SHALL BE A MINIMUM OF TWO (2) PREPARED BY
INCHES IN CALIBER AND EIGHT (8) FEET IN HEIGHT. MEN MATURE, A LARGE JOHN L. PIERCE & ASSOCIATES P.A.
DECIDUOUS TREE SHOULD BE AT LEAST FORTY (40) FEET HIGH AND HAVE A
MINIMUM CROWN WIDTH OF THIRTY (30) FEET. THE DEVELOPER MAY SUBSTITUTE I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS CIO JACKSONVILLE N.C. NORTH CAROLINA LICENSE No. C-1888
LANDSCAPING SPECIES AS LONG AS THE CITY LANDSCAPING ORDINANCES ARE MET. /� DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY P.O. BOX 128
'SUBSTITUTIONS SHOULD BE CONFIRMED WITH THE PLANNING DIVISION.' Crystal Coast Engineering, P.A. MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN JACKSONVILLE, NC 28541 ' x:
405 JOHNSON BLVD. JACKSONVILLE NC 28540
Civil and Environmental Consulting Engineers HEREON): THAT THE BOUNDARIES NOT SURVEYED ARE 910-938-5200 PHONE: [phone] DATE: APRIL 1, 2011
STORM WATER POND LANDSCAPING: CLEARLY INDICATED; THAT THE RATIO OF PRECISION ''�,:;, SCALE: 1"= 40' F.B. 826 PG.11
605' OF 4' HIGH, BLACK VINYL COATED, CHAIN LINK FENCING. David K. Newsom, PE AS CALCULATED IS 1:10,ODO+; WITNESS MY, GAP() "� JOB # 2011-12729 Email: (Larry) draftp40jlpnc.com
NUMBER OF TREES REQUIRED = 25 (24.2) and NUMBER OF TREES PROVIDED = 27 John R. Freshwater, PE ORIGINAL SIGNATURE, LICENSURE NUMBER A16. FS1 .�lrL'� DEVELOPER
NUMBER OF SHRUBS REWIRED = 87 86.4 and NUMBER OF SHRUBS PROVIDED ;4 'LILT i, 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 _1_ DAY OF �'� 2a ' f O�, RAY DEVELOPMENT AND CONSULTING, LLC
( ) �A.4o , THIS L q GRAPHIC SCALE
PHONE: [phone] FAX: [phone] > 3684-C HENDERSON DRIVE
FLOWERING DOGWOOD - 27 TOTAL ALONG EXTERIOR SIDE OF FEN ` �cs-} License No.: C-2553 ,.FraL _ JACKSONVILLE, NC 28546 4a 0 20 40 eD 1e0
MUST BE A MINIMUM OF 2"IN CALIBER & 8' TALL MEN PLANTED ,pC / ��; _
910-547-9344
GLOSSY ABEUA - 87 TOTAL ALONG EXTERIOR SIDE OF FENCING - JOHN L PIERCE P.L.S. L-2596 G•-g�-1�2: g
MUST BE A MINIMUM OF 24' IN HEIGHT WHEN PLANTED ,r 4` _ -.%1,0 � •���` REV: 4/25/11 PER 4/14/11 TRC COMMENTS
.. SUP . '.ij REV: 5/11/11 PER 5/9/11 TRC COMMENTS ( 1N FEET SHEET 2 OF 8
.''' •• .NcOP C6 `�`C ..p\�;�'� 1 inch = 40 it..
REF: 'i, /C 0 w: s.,�i„nI tIn'nu c3..
TRACT
P.1001 77/,,1Ki N1\\\\V ' G:\Projects\Ray Development & Consulting LLC - Lot 1 JacksonAlle Bus. Park\dwg\BASE.dwg 5/12/2011 8:13:20 AM EDT
TRACT II M.B.51 P. 89, SL L-1426 7 /
E
r :3

CONSTRUCTION NOTES: MEADOWS GATE LLC ��
CURVE TABLE `T�1L_1M D.B.3295 163
1. LOCATION OF EXISTING WATER MAINS TO BE VERIFIED AT THE TIME OF CONSTRUCTION. .B.32 P. .47
2. ALL EXISTING WATER & SEWER SERVICES THAT ARE NOT TO BE USED ARE TO BE ABANDONED PER Gtt OF JACKSONVILLE STANDARDS. VACANT LOT S�,R
SEWER TO BE ABANDONDED BELOW FINISH GRADE & WATER AT THE WATER MAIN. CURVE CHORD BEARING CHORD DELTA RADIUS ARC TANGENT L�TML��7ML ZONED 8-1
3. CONTRACTOR IN PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE FILL AS REQUIRED. C1 N34.46'16" 182.91 16'13'13" 648.27 183.52 92.38 _�'1L _�1ML_ N WtWAMSBURG
PARKWAY
4. IS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL. ONSLOw COUNTY HOSPITAL AUTHORITY D.B. SITE
5. SITE EROSION
CON TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL ARE REWIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFlLL MATERIALS. _` �L_TAfL�� L 1�f1 TA1L��7ML�� VACANT r
6. AN EROSION CONTROL PLAN IS REQUIRED FOR THIS SITE AS PER THE CITY OF JACKSONVILLE ENGINEERING - STORMWATER DIVISION. ALL DISTURBED AREAS WILL BE 4
STABILIZED WITHIN 15 WORKING DAYS OF THE COMPLETION OF ANY PHASE D GRADING. ALL SEDIMENT MUST REMAIN ON SITE THROUGHOUT THE CONSTRUCTION PROCESS. �"`•- �_ MVF4d~ 47.01 TML_"�1T11fL_ ���IL_�� B 1 �� +r� NEW FRONTIER =
7. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE W11H N.C.D.N.R. STANDARDS AND SPECIFICATIONS. / L WAY
8. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T. STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. �t47 a7 7ML�TML TML �- aye rn
9. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. 'boy
10. MAXIMUM BUILDING HEIGHT IS LESS THAN 50'
11. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. TML-� '1, p5 170• FROG L TML' 11ML�TML o 12. ALL POWER POLES, POWER LINES, ETC. THAT ARE TO BE RELOCATED TO ACCOMMODATE PROPOSED CONSTRUCTION, THE CONTRACTOR IS TO COORDINATE WITH POWER -a _
COMPANY PRIOR TO RELOCATING. TML__TML INV-43. 47. O NACKSON S ENERGY R L-�71NL 1 L�
13. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
14. NATURAL GAS IS NOT AVAILABLE AT THIS SITE. THERE ARE EXISTING GAS LINES ON THE NORTHERN SIDE OF WESTERN BLVD. & THE SOUTHERN SIDE OF GUM BRANCH RD. 7Afl�` _T1WL I WILLE-HA1•EL /W pp TML �fL�
7ML_1ML 1ML h +47s6 _ ' +47A �T235Z°E E940fK 230 KV LINE) (PUBLIC L__TMI� T ML�TML_'
15. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). - µ�h�xµrµ� �L ) TML�� VICINITY SKETCH
17. THERE ARE EXISITNG UTILITY, DRAINAGE AND VEHICLE ACCESS EASEMENTS ON THIS SITE (PUBLIC). TML NOT To SCALE
18. ALL APPLICABLE FACILITY S CHARGES MUST BE PAID PRIOR TO RECEIPT AFFECT
THE BUILDING PERMIT. / TML ' _1ML�� +471
18. ALL EXTERIOR LIGHTING SHALL BE POSITIONED AS T NOT ADVERSELY AFFECT ROADWAY TRAFFIC OR ADJACENT PROPERTIES. E __ } / �1L TML�� TML-�7ML
19. THIS PROPERTY IS IN FLOOD ZONE %, WHICH IS OUTSIDE THE 100-YEAR FLOOD PLAIN, ACCORDING
TO I MAP 3701 7 8-4 3 7 8 J, EFFECTIVE DATE NOVEMBER 3, 2005. E -_ / / -1 1 11d EIS
21. THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN. E _ I '� 46.40 ' Lam_- /__\ TML_TML
21. VERTICAL DATUM BASED ON NGVD 29. _TML pp I _� LEGEND:
22. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND SEWER MAINS. +L453� 7.09
23. AREAS NOTED FOR TRAILS AND GREEN WAYS AND/OR REQUIRED SIDEWALKS SHALL IN UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 10 FOOT ABOVE GRADE _ +y5� 1 L3_4 I SIS = SET EXISTING
IRON
RTAKETAKE
(OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED AND/OR �� � 3 pp E
RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN THIS CLEARANCE AND SIDEWALKS SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF }47.71��� .5 1 ---�4 TML��711N a L TiWfL EEIP = EXISTING IRON PIPE
CM = E%ISITNG CONCRETE MONUMENT
A FINAL CERTIFICATE OF OCCUPANCY.
24. PROPOSED SIDEWALK N A 5' IN WIDTH. �m 1 91 �_ E PP TML�� I T111L�. L_ EPK EX9 TINGL PK NAIL
25. TRAFFIC FLOW PATTERNS AND STOP CONDITIONS ARE TO BE PAINTED. Pj. �,-•w�.� _ / TML
26. ALL SIGNS AND ROADWAY MARKINGS (TRAFFIC CONTROL DEVICES) MUST BE IN ACCORDANCE WITH THE (MUTCD) AND THE CITY OF JACKSONVILLE'S CODES AND ORDINANCES. �P __ } 1 -I F �46 + 79 E T E I n•1L SPK = SET PK NAIL
30" /'R a5-- ` L� END= EXISTING NAIL
27. ALL STOP SIGNS WILL BE MOUNTING
HEIGHT
HIGH INTENSITY PRISMATIC. SIGNS SHOULD BE MOUNTED USING A aP / 44�- - �� __ a6 88 E E 44 j T1L1L_ (BM)= BENCHMARK
U-CHANNEL POST. MOUNTING HEIGHT IS 7' TO THE BOTTOM OF THE SIGN. s?y \ / - - 445`1 - =_ _ _ �_ \4j \ E _ I L• (E = CENTERLINE
28. ALL PROPOSED CURB & GUTTER WITHIN RIGHT OF WAY TO MATCH EXISTING. ALL CURB & GUTTER WITHIN SITE TO BE 24'. R/W = RIGHT OF WAY
29. THE EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH BANKS ARE DISTURBED, THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER SIDE SLOPES \ \ 45:,1.4�-.�'4s -+�453t_��� 4 - _ �F-a7.0o ^ EDP EDGE OF PAVEMENT
AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. a�
30. THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION IN THE MONTHLY STORMWAIER FEE THAT WILL BE ASSOCIATED WITH THIS DEVELOPEMENT. /p(I fl` as.26 2 _ - p er '43�� \ \4s a7.12 41E ` E _ E BOC = BACK UM CUI KING LINE
TO QUALIFY FOR A FEE CREDIT, THE OWNER WILL NEED TO PROVIDE THE CITY ENGINEERING DIVISION UPON COMPLETION OF THE PROJECT A COMPLETED CREDIT APPLICATION APPROX. �i 1 +as 9� �_ _� 245, _ E CO = SANITARY SEWER CLEAN-OUT
ACCOMPANIED BY A COPY OF THE STATE-ISSUED STORM WATER PERMIT AS WELL AS, A COPY OF THE SITE PLANS. DETENTION POND WM = WATER METER
31. ALL STOP BARS SHALL BE LOCATED 4' BEHIND PEDESTRIAN CROSSWALKS. '/�\ ��+c.� PP = POWER POLE
/ \ N/F ' 4 . 45.0 LKi �F45.98 4a� --�7 °�43
/ / \ DAIO M. h HEATHER CHOATE I `a-• \a �.I,AS� \ .07 __� Lp = LIGHT POLE
D.8.2602 P.
56 1 f m �\ r / \ aa/ ' 3.02 �- PT = POWER POLE WITH TRANSFORMER
MHTIN P. S6 46. +46.97 + 45� - �' SL= SECURITY LIGHT
PRE-CONSTRUCTION NOTES: \ \ / KITCHENS & LIGHTING DESIGNS UNUMI D gg f ;a m n. - '46�� -- - = GUY WIRE
\ / zoNm B-t d n �'
1. ALL CONSTRUCTION MUST BE COMPLETED W SSMH \ / \ ' i / -a7� �1 \ �ta6.6�47� CB = CATCH BASIN
TOP-6. \ $ f + / rB� I �/ �/ DI = DROP INLET
ACCORDANCE WITH THE CITY OF JACKSONVILLE \� MV=3 58 / ' I 49 �+ 7.25
MANUAL OF SPECIFICATIONS, STANDARDS, \ / 1 �t.73 rn �/ ��5 JB = JUNCTION BOX
AND DESIGN (MSSD). A COPY OF THIS MANUAL \ / RCP - REINFORCED CONCRETE PIPE
\ I I / INV = INVERT
IS ARTMEN IN THE PUBLIC SERVICES \ \ / \ ' / a �$ \ \ / -5
DEPARTMENT AT JACKSONVILLE CITY HALL. $' a J N- ))) a .e 0.73� �5 2 g'93 FES = FLARED END SECTION (PIPE)
\ / n 40 +48 45 I +�54�3. '154� 3
2. PRIOR TO COMMENCING CONSTRUCTION THE \ \ \ \ / / `7I i+t ^�X i� AC. = ACRE(S)
CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION \ / / )ff�} 03 n C'j 1 / �\ -53 Z \/ i SF = SQUARE FEET
CONFERENCE WITH THE CITY OF JACKSONVILLE \ \ / /p 16 +�46.46 1 -+46.64 +47.15 I I / /� ��-%5� Z5a - DGWv= WATER VALVE
AT CITY HALL. \� s / \ +46. 1 / / 50
// � � 49� D4 N= IRRIGATION VALVE
3. THIS DEVELOPMENT QUALIFIES AS A TIER 1, PROJECT IN �. \ 6• / µ, /� I ' Z Id +4139� j4845.9r FOC = FIBER OPTIC CABLE BOX
ACCORDANCE WITH THE SEWER ALLOCATION POLICY. A op a, \� / � G �/� a 461 \ I l.n �+ n TLB = TRAFFIC LIGHT BOX
SEWER ALLOCATION REQUEST FORM MUST BE SUBMITTED ✓. \ LNG B A9 0 + 9- 41 19 / }a7.37 ' I + .55 TB = TELEPHONE BOX
TO MICHAEL MOORE IN THE PUBLIC SERVICES ENGINEERING X\S h9• -- - I/ / I NTS = NOT TO SCALE
DEPARTMENT. A COPY OF THE SEWER ALLOCATION POLICY .,� \ \ 49. \ ° as MW : MONITORING WELL
AND THE SEWER ALLOCATION REQUEST FORM ARE o. �,� \ ff E ��+ / N 42.26'48" W 93.74 SIS + .09 7 +5�j�47�`
/, I I SSMH - SANITARY SEWER MANHOLE
AVAILABLE ON THE CITY OF JACKSONVILLE WEBSIIE AT Ps A / /'SI / D&UE - DRAINAGE & UTILITY EASEMENT
AND ARE LOCATED IN THE n \ \ \ �? at62 }as.52 J ` I� - �/
WWW. I. A K ONVI I F N ¢ „ \ �ae I �a6.72 DU&AE = DRAINAGE, UTILITY, & ACCESS EASEMENT
ENGINEERING AND CONSTRUCTION SECTION UNDER \ ,.J \ / D.B., FIG.- DEED BOOK, PAGE -
GOVERNMENT & CITY SERVICES. �\ / 1 �� � +46.90 +46.95 I M.B., PG.= MAP BOOK, PAGE
46.84+a j --UT-- - UNDERGROUND TELEPHONE LINE
\ / i/ z --TML--= ELECTRIC TRANSMISSION LINE
44 - 452 yt 62 I +47.90 c I OI
+4 a a I �I -NSF X = SILT FENCE
\ 46' E-- OVERHEAD POWERLINE
3 / °4A � 46.67 = FIRE HYDRANT' O'erI ro O
TOTAL ACR� A139,4l7i761A¢S.F(3.20 AC.) \ \�\ \ / / Ol / tl� O W n a6.67 r fzz POWER POLE
TOTAL DI�9.A' b5',807.17&F 2.38 ACRES (NOT Fort LANDSCAPE Use) � \ \\\\ \ \ \ / �0V � / / -�i4. ' 1 r Z ---'� P
AREA=1 ( ) / ° ; .��"' •79� + I n
Fr ..ERT 32 D E Sp 42 7/° t 'r F +46.85 I u j 3 LP = LIGHT POLE
+46.7
DESI�iNER$'CERTIFICATION.Y-_ _ \ \\ \ \\ �•G• L�G \ �A� w +46.62 + m I -'� O = SANITARY SEWER MANHOLE
herP4.y certifythot to Mb-tQst oLmy ab'ity, is pia has been �/ / POND AREA I a 0 +46.17 46.63� a
�` \. \\ \\ �� \ \ / +46a2 afi �FJO I �w +46.D1 47 a �j i` HC = HANDICAP
re &ed- R1 accordance Ims latest Cit of,Jackson Ile Manual of '"� °0 91 /♦-45' N "'P p \ \ \ �� 45' Or• . i SC' I I M I ' 4HCPS = HANDICAP PARKING SIGN
Specil` 6$?ip and Std.70ogd � s and Ci y.Code: ' i / / +44.4� 38 I 0. CITY B. JACKSONVILLE E 33
as 4�• L'f 0. D.B.TRA P.I j p
'"�° ✓ �\ �r \ �. \ \\\\ �j \ /\�`-�i 43 t'67 i OQ 0'I I a TRACT I p Cltt OF JACKSONVILLE
HANDICAP PARKING SPACE
G
` \ 4 /// i d48• I 1 a M.8.51 P. 89 j
•'Yl'''11111 a tie: o \ a8--J I" + / +44.5ai 46 rR
I I Z� 6.43 ACRES D.B.t 415 P.10o1 = HANDICAP RAMP
Date. egistration Number: 18148 \ A \ APPARENT �� /� / PN T I I j TRACT II
Bog / /+44.8a� COyER 4'r I +47.20 j / VACANT
P. 89 -
\I INv=40. ' 9 °0 4a +4�$c'R` I I +46.53 I vncANT LOT STOP = PAINTED STOP BAR
b 0)9 g/� EgtR I ZONED B-1
OWNER'S DEVELOPERS CERTIFICATION a •R-�'46 / �� R R L IpI +46.1[ = STOP SIGN
/ +44�7i�5�B` S= N 42.26'48" +46.24 �F 48.16 60 +46.22 +46.47 w 44, i //' a GRADING LIMITS LINE & SILT FENCE LINE
/We hereby certify that all site construction, drainage and grading will p.s \ o' B \ +'45#97' \ TC-48.00 42•W W 16.09 \ I CPS = COMPACT PARKING SPACE
be done o- Ao - C=48.39 d N +46.30 R 46.51 a♦= PROPOSED TRAFFIC FLOW
pursuant to this plan and that the applicable Stormwater `� s TOP 48.06 +46.7 / TC=47,31 ap / //•
Management conditions and requirements of the City of Jacksonville, INV= .91 46�7EY N ® +a .5 45,93� INV=43.50 --- - ul n f/ 1 a' j �J= EXISTING TRAFFIC FLOW
the State of North Carolina and the Federal Government and itsCB\ \ +a6. 1 TC=48.60 WRB INLET SIS U * ///, = STEEL BOLLARD WITH CONCRETE FILL
agencies are hereby made part of thi on. R \\ 186.9T 5' K BCS=47.41 TC=4768 �_\ �---� - ) j
o - 1C=47.66 SIS a INT. 000 = INTERIOR LANDSCAPING
Signature: TOP �0.3
° �46 A A 46 V i443�� ! TC=48.16 AV=42.50 95 +45.84 I -
✓ i i ' /+ .90 i L I EXT. 000 - EXTERIOR LANDSCAPING
TC=48.46 /' r RO v�4ti9�Er4 i I •r � � +17.47 = EXISTING SPOT ELEVATION
Printed me: INV .68 \ +46. 46.23 = 1 '
,2• 1-5�1 ?✓fit / ' / 4 1
Title: Dote: � �� Z V � 46.38 \ +a5.t7 � i / J ,. / i 1 +46. a +45. d✓ I � � - � � 'I 0.00 = PROPOSED GRADE
o rn / 5'x5'.L:ANDIN I /• _ �3
{�'('�
\ ` •a ins . ��. �F`"'�� ' / - %i ,� d "t / . .1 I I. BCS=0.00 = BACK CORNERS OF SLAB
/��� I
\ o U -V47 = 47L1 1�' �2 n
\ a>x5'LANDING , , / i i i ro m a 1 i V i
EROSION CONTROL NOTE I- + j 87 - �� �! i I'. , I a6 .'. I TC=0.00 PROPOSED GRADE AT TOP OF CURB
of t^ ♦ N 4T V F - = i / ♦ Fes" V i o, +46.19
m cJ �i ii �(( /�/�' i / % U 41 tl w 4�,� ) ��. .• PROPOSED GRADE AT TOP OF WALK
THE EXISTING DRAINAGE SYSTEM IS TO BE PROTECTED FROM THE EFFECTS OF SEDIMENT O AK r $ ; V DROP INLET l�S-�7' 1 . ,•} I . , ' ,
BEFORE AND DURING THE INSTALLATION OF THE PROPOSED STORM DRAINAGE SYSTEM. ,.. QJ N 4-4 3 n;. - q� / /' / ~ ~ TOP-46.89 N //7 '�a5.63 rr 45.26 / �/ I ^N .� alb = DRAINAGE BREAK LINE
s.63 m .i ' Sm5�C9NDt�G - / X5 LAry6 G ;i�i / / / • . / L w
±n. INV-42.90 / .
PROTECTION SHALL INCLUDE BUT NOT BE LIMITED TO: p i \ O 4+ DROP INLET ^ tn: P7 / / •� :,'f I �. .'.�
o �\� \ �N 5 TOP=46.89 WRB INLET 4s. 2 , I CURB INLET 46 +46.22 n /� �! �.r � = DOUBLE CONCRETE BLOCK FILTER
1- INSTALLATION OF SILT FENCE AT SPECIFIED LOCATIONS SHOWN HEREON;
\ 1 10 tl INV=44.69 o INV= _. 4 i `
TC=47.69
PROTECT STORM WATER POND FROM SEDIMENT UNTIL ENTIRE DRAINAGE AREA N/F G to U t- 44.70 / ,
n1f tP g 1 6.5`r.... LI41C:i: INV=43.11 (/yam *s z / I .' .
MORGANS FUNERAL HOME. INC. T v A `: ?; ::` :$: �` ..MIL. .: `.::i Y 5/ l
IS STABILIZED. G 1,1 ,y Q+� .89 +45 / � = DROP INLET
LOT 4B, PARKWAY INVESTORS, LLC r 7 _ TC=47. / � • • � �• � � � �
n 6.87 46.89 46.06 a .' j
D.B.2297 P.759 `� ..i
�3a, �$ I TW= TW-48.50 TW-48.50 1 I .;! = CURB INLET
2- INSTALLATION OF CONSTRUCTION ENTRANCE; M.B.46 P. 203 �C n +46.69 L7 k'TjN_ +44.011 45.
?< n G7 I w .44 eef1 �.',• .'.•_.'.�..',�.. .',� .',� .F,45�47 �..'/ Irh". }45.5Z 4589 '
MORGANS FUNERAL HOME Sin' I 9 n 1m w1 o. }46.30 1 TC=47.69 M /
3- INSTALLATION OF DOUBLE-CONCRETE BLOCK FILTERS AT ALL PROPOSED LOCATIONS ZONED B-t ,!L 1 ' �, {,4 u'°i �I� TOP-47.40 / / / / a"...ue4 = CURB BUDDY CURB INLET PROTECTION
I. ( )
SHOWN HEREON; AND I o• ) n a TC=47.86 I INV=44.20 TC=48.40 TMI' TC=48.40 46.09 I TC=48.38 TC=47.96 f IR / '.44'.Well' nd' . , .. ,../�o I
4 P s . ° 404 Wet.ands
IEMP.PLUG .>C 1.*.' .' I .' . '/ = RIP RAP
4- SEEDING AND ESTABLISHING GROUNDCOVER IN ACCORDANCE WITH VEGETATIVE PLAN. o�, �t^2c 0° n V 50'MBL _ _ _ _ _ _ a _ _ _ _ _ _ _ _ - -47.40 _ 1 I 46.46 TC=47.92 + / / INV=43.20 '%
$"' ➢ I I' J V' r- TC=4a.22 TO=4a _ - _ _ _ _ .� - - _ - _ _ _ - .�- - - - _ - - .�/ - - _ - -
.'�,�.',.'_ _ _,' 50'MBL
5- EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH BANKS 'S' °' 1 O, ` '4G SMH w VA6 TC=48.22 +4 - .' ', -
y =45.4a 47.40 TOP=47.40 T / /4 64 ARE DISTURBED, THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER SIDE SLOPES I Z IN =34.44 INV=43.61 5.55 \ ' ' .'. �T• '�
AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. All
O ` 5 TC=48.50 rz' + I +46.51 I / / \. •• .',\ I - , l
I e .y ,t t .9 T 50 TC=48.50 $ 1T}48.50 TC=48.50 I TC-48.50 \. ,• ��a6_�% f
EXISTING DRAINAGE SYSTEM SHALL BE MONITORED DAILY AND NECESSARY ACTIONS WILL 1a6 a9-' 46 465 } : 1� / k +.aB.oal +46.25
BE TAKEN IN ORDER TO PROTECT THE SYSTEM. I ,8 Z +46.21 , I I r, - }46.59 }46.58 t4563 .
I _ . _ . _
f'T I� TC=4B.$O 4 ,24 • ' ,J +46.0 ,. ,• . . .
.l_ WATER LINE APPRO%IMATE LOCATON�\',. •�'\ '
p -4 . STREET LAWN LINE per- �-�- .� �.'. - �_ e' STREET LANK LINE
SIS _ikRT7pSTAJ.ED iN"T-jr��Box ,48-W 4.50' -� •83 AS S 7B.' .'. . 4'. •'1818.93'
CONSTRUCTION SEQUENCE I- I -
1. OBTAIN PLAN APP s5 w . . . „ . . .:::.: ..; _ ��
OB A L APPROVAL. SiDEE AL S ' ;i ,r>, .WM ,:_ L.. '.:?+ . ,-.' .. -_�r1 TKO 4
_ �4••N,17� �y�,y-�Oli� �_ 9.� �_� 7� a_ ••- ME8F>_� 12 -�'+'ro6 �F47.73
2. SCHEDULE PRE-CONSTRUCTION CONFERENCE WITH CITY OF JACKSONVILLE EROSION HANDICAP RAMPS / SEWER 24'x5O'CONSTRUCTION N42K5'48'W 713.33' s ' H SSMH 1
CONTROL AND STORM WATER INSPECTORS THAT 9 MEETING.
9. OWNER OR OWNER'S a� SSMH / L I a� 24'x50'CONSTRUC710N TOP-48.30 Q1R8 CUT�IN
= 38 d� //' / TOP-47.67
REPRESENTATIVE SHALL BE PRESENT AT THAT MEETING. TOP=47.19 ICE ENTRANCED ENTRANCE 91V=38,33 0.=45.88 INV-37.74 I
INV=34.33 (VERIFY) ._.z,Ewsmlc 8" sEI L/t/E (APPROxIMA oCAT10N) NE FRONTIER WAY I - -43,a9
7.18 I I iA+ F46.8>! A681S 3sWx LM 4inY �.8' er Line I
3. INSTALL THE CONSTRUCTION ENTRANCES, ALL SILT FENCES AND TEMPORARY I 60' 13��W (PUBLIC)
SEDIMENT TRAP (DETENTION POND) WITH AN INLET & OUTLET BEFORE BEGINNING
GENERAL CLEARING. I ��.6 }.r7.y2 rt7. _5�- •yr.37- .2r- 91� = 73� �4�58-=- �38� � =-49.51 � .6� 90� �•�7•20� - K8- - �-47.75
4. CONSTRUCT ALL SITE IMPROVEMENTS.
47. /47.51
s. MAINTAIN STRUCTURES DURING CONSTRUCTION. N/F I I z�a zj �- GRADING, DRAINAGE & STORMWATER PLAN
SAFEGEN II, LLC. r I N/F N FOR
6. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. LOT 1, PARKWAY INVESTORS, LLC ' NOLAND PROPERTIES, INC.
Cltt OF JACKSONVILLE
W`°� I TRACT I MILLER-MOTTE COLLEGE FACILITY
D.8.1892 P.373 I
M.B.41 P. 231, SL. K-1178 D.B.2426 P.140 D.B.1415 P.1001
7. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN II TRACT II AT
Storm Drainage & Outlet Protection Chart VACANT LET
STABILIZED.
JACKSONVILLE BUILDERS SUPPLY ry VACANT LOT
ZONED B-1 \ III 9TRACT I JACKSONVILLE BUSINESS PARK
\I� ZONED B-1 ZONED B-1
MAINTENANCE PLAN I I I z o
r�ng� PREPARED FOR
1- ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED I I 'r�( Storm Drainaqe Outlet Protection
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING DRAIN TOTAL OUTLET SITE ADDRESS: RAY DEVELOPMENT AND CONSULTING", LLC
RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. ANY NEEDED SI NEW FRONTIER WAY
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS EEL AUA 9a DIAMETER LENGTH GRADE VELOCITY ZOE LENGr1H. NTH TYPE JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
DESIGNED. A 0.29Ac 1.66cfs 12" 39' 0.50% PREPARED BY
B 0.52Ac 2.98Gf9 15" 0.50% JOHN L. PIERCE & ASSOCIATES P.A.
2- SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES "
WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS C 0.75Ac 4.30cf9 15 11T 0.50%
P.A. DRAWN UNDER CE SUPERVISION FROM AN ACTUAL SURVEY D 1.02Ac 5.84cf9 18" 99' 0.50% CITY JACKSONwLLE N.C. NORTH CAROLINA LICENSE No. C-1888 tl
3- SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN Crystal Coast Engineering PA E 1.18Ac 6.76cfa 18" 42' 0.50% P.O. BOX 128
IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN F O.J1Ac 5.21cfa 18" 118' O.SOX JACKSONVILLE, NC 28541 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. CIVIL and Environmental Consulting Engineers HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE G 0.14Ac 5.21cfa 18" 11 0.61X JACK938-5200 PHONE: 910-34VD. DATE: E, N 1, 540
David K. N2WSOm PE CLEARLY INDICATED; THAT THE RATIO OF PRECISION P, 2
011
4- ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AS CALCULATED IS 1:10,000+; WITNESS KY'll"i'lI't%i, H 2.45AC 14.0da 24" 80' 0.50% SCALE: 1"= 40' F.B. 826 ,
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE vECErgnvE John R. Freshwater, PE ORIGINAL SIGNATURE, LICENSURE NUMBED F LU I 0.23Ac 1.32cfe 12" 202' 0.50% JOB #2011-12729 Email: (Larry) draftp4®)1pnc.com
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. \``01Lt111�1111 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 THIS 1! _ DAY OF �""a'A- \ `/iL`-,. J 2.77Ac 15.9cfs 24" 30, 1.67X f0.0fps 2 12' 6' CI"B" DEVELOPER .�
5- CONTRACTOR TO KEEP INSPECTION AND MAINTENANCE RECORDS ON �� '\ v. O r� PHONE: [phone] - FAX: [phone] cZ•.•' �SSS������N ''•-y K 18" 20' 1.00X RAY DEVELOPMENT AND CONSULTING, LLC
e. •••. i' y 3684-C HENDERSON DRIVE GRAPHIC SCALE
SITE AND AVAILABLE ALONG WITH A COPY OF THE LAND DISTURBANCE F1=_, o',., License No.: C-2553 _ ©:'O L 18" 62' O.SOX 5.0 fps 2 9' S' CI"B"
PERMIT AND A COPY OF THE APPROVED PLANS. ;'P3 %?-•• 4 JACKSONVILLE, NC 28546
JOHN L. PIERCE P.L.S. L 2596 , ") I� = 910-547-9344 40 ° 20 1 e° 190
6- AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL i �.
PERPETUALLY MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND 44P' REV: 4 25 11 PER 4 14 11
ALL VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. j/�/sJ - '9 ,4G.• C.) / / / / TRC COMMENTS '
REF: H�.yEE?YYY///p��R/ �n�G yVF�.:�<z REV: 5/11/11 PER 5/9/11 TRC COMMENTS ( W FM
D.B.1415 P.1001 ''7, �� K. NwaO.`�� ;�y .���• i inch - 40 ft SHEET 3 OF 8
TRACT n M.B.51 P. 89. SL L-1426 717 111 'Y ' �1N
1I1N1R1t"rUlltnupU
G:\Projects\Roy Development & Consulting LLC - Lot 1 Jacksonville Bus Pork\dwg\BASE.dwg 5/12/2011 9:37:15 AM EDT
M L- i I C7c�
I

CONSTRUCTION NOTES: _tIN[ MEADOWS GATE LLC ON
D.B.3295 P.472 g'
1. LOCATION OF EXISTING WATER MAINS TO BE VERIFIED AT THE TIME OF CONSTRUCTION. CURVE TABLE _~�T11/[ M.B.58 P. 163VACANT
2. ALL EXISTING WATER & SEWER SERVICES THAT ARE NOT TO BE USED ARE TO BE ABANDONED PER CITY OF JACKSONVILLE STANDARDS. CURVE CHORD BEARING CHORD DELTA RADIUS ARC TANGENT [�� ZONED B-1 / -_ yIES�RN�'
3. CONTRACTOR TO PROVIDESEWER TO BE ,D BELOW FINISH GRADE &POSITIVE GRADES FROM BUILD NG TO WALKSATER AT THE ATER MAIN AND USE FILL AS REQUIRED. C1 N34'46'16"E 182.91 16'13'13" 648.27 183.52 92.38 T'ML��TAML �� WIWAMSBURG
5. SITE SUBGRADIN4. THIS SITE IS G ECTO TOPSOIL AND UNSUITABLE AND
MATERALEARING WILL BE DONE REMOVAL AND DISPOSALAOUT THE RE REQUIRED ETO BE HIS
DONE REPRESENTATIVE'S
TOnPLACINGAPPROVAL.
THE SELECT BACKFlLL MATERIALS. [_�7ML�� [ TML�TML` ONSLOW COUNTY 15988.P.HOSPITALAUTHORITY D.B. PARKWAY SITE
6. AN EROSION CONTROL PLAN IS REQUIRED FOR THIS SITE AS PER THE CITY OF JACKSONVILLE's ENGINEERING - STORMWATER DIVISION. ALL DISTURBED AREAS WALL BE �,� *•�L TM[__ VACANT LOT
STABILIZED WITHIN 15 WORKING DAYS OF THE COMPLETION OF ANY PHASE OF GRADING. ALL SEDIMENT MUST REMAIN ON SITE THROUGHOUT THE CONSTRUCTION PROCESS. IN S 1�1L [_ ZONED B-I Q•y �) NEW FRONTIER =
7. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS. �6.87�47•01 - L- TA•1[--� [ _� Bq J WAY
B. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T. STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. �+47.47 7ML�` L PP Zk• v)
9. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. ' 7ML
10. MAXIMUM BUILDING HEIGHT IS LESS THAN 50'
12, ALL POWER POLES11. AS THIS SITE IS ,POWER DLINES, ETC. THAT NARE TO BE RELOCATED TAL REQUIREMENTS ATO ACCOMMODATE PROPOSED CONSTRUCTION, THE CONTRACTOR IS TO COORDINATE WITH POWER LL BE MET. [�� h' BS 17O' PROGESS TML-117M[ TML TML-
COMPANY PRIOR TO RELOCATING. TML Tll1L`-TM1L_- INV=4J. 47.80 ' (JACKSONOLLE HgRGY R/yy �TM[� iML 7ML�TM[�13. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
14. NATURAL GAS IS NOT AVAILABLE AT THIS SITE. THERE ARE EXISTING GAS LINES ON THENORTHERN SIDE OF WESTERN BLVD. & THE SOUTHERN SIDE OF GUM BRANCH RD. �7M[__7ML�16. THERE ARE EXISITNG UTILITY, DRAINAGE AND VEHICLE ACCESS EASEMENTS ON THIS SITE (PUBLIC). _ 1�1L^�h. +a7.96 I +a7.10 �235zo� O�CK 23O KV LINE) (PUBLIC) TML�_ [_ TARE 1A4L VICINITY SKETCH
15. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE AS SHOWN). > _
h, MM
17.
APPLICABLE FACILITY CHARGES MUST BE
AID PRIOR TO RECEIPT OF THE
LDING PERMIT.
18. THIS S EXTERIOR
TE IOR IS LIGHTING IN SHAL OOD SHALL POSI X. TIONEICH D AS
S TO OUTSIDE THE ADVERSELY
ERSYEA AFFECT FL FLOOD
CTRAFFICOR OR ADJACENT PROPERTIES. -�_ E - E 7ML + / //h/ 1ML y= TM[ L- +a7.1 ) D5 [_�7A•�L��7ML__TML Not 70 SCALE
TO FEMA MAP 370178-4378 J, EFFECTIVE DATE NOVEMBER 3, 2005.
20. THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN. _ E t� / re 46.40L�T [��� I
21. VERTICAL DATUM BASED ON NGVD 29. _� I _TML TM[��TML PP LEGEND:
22. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND SEWER MAINS. l I �q[ 1�
+a5..5 7.os L 4 EIS EXISTING IRON STAKE
23. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 10 f00T ABOVE GRADE _� +b5y I - / �TML SIS SET IRON STAKE
(OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED AND/OR +45 1 3 Pis E E 7ML_ _�TML EIP = EXISTING IRON PIPE
RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN THIS CLEARANCE AND SIDEWALKS SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF +a7. 5 i -�-A'l �� 1M 1M[ ECM = EXISTING CONCRETE MONUMENT
A FINAL CERnnCATE OF OCCUPANCY. Pm 91 E PP TMLt I _ATM[ CC = CONTROL CORNER
24. PROPOSED SIDEWALK TO BE 5' IN WIDTH. P6 //--'�� II 1 7ML �_TM[ EPK = EXISTING PK NAIL
25. TRAFFIC FLOW PATTERNS AND STOP CONDITIONS ARE TO BE PAINTED. y / + -41 ��r�q�� } 79 E E I 7ML _7ML_ SPK = SET PK NAIL
26. ALL SIGNS AND ROADWAY MARKINGS (TRAFFIC CONTROL DEVICES) MUST BE IN ACCORDANCE WITH THE (MUTCD) AND THE CITY OF JACKSONVILLE'S CODES AND ORDINANCES. P 1\ /$ qs�z�� ` TML-� END>= EXISTING NAIL
27 U CH ANNELALL STOP IGNS POST. MOLL UNTING 1HE3 HEIIGH GHT 7INTENSITY
TO NTH, BOTTOM OF THE SIGN.
BE MOUNTED USING A �� \ /ti g\aa�_ 46.88 \ E E -�.� IL��TM[_ (IBM) = BENCHMARK
= CENTERLINE
& GUTTER /N SITE TO BE 24". _ �- 47 ��� E �� TMl• R/W = RIGHT OF WAY
29. THE EXISTING DITCH 28. ALL PROPOSED BBANKS ARE NOT AITORBE DISTURBED IGHT OF WAY TAND IFCEXISnNGADITCH BANKS ARE GDISTUR DISUTTER TURBED, SHALL BE REGRADED TO HAVE 3:1 OR FLATTER SIDE SLOPES \ / 5P51 `+`45-41_ �-4224 _ _ - _ _ 7.00 ^ E
a . �- MOP = EDGE M PAVEMENT
AND THE CENTERUNE GRADED TO PRODUCE POSITIVE DRAINAGE. \ / +466€, -aG32 _� =�L�p!Tt_= - -45� \a7_ E MBL MINIMUM BUILDING LINE
30. THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION IN THE MONTHLY STORMWATER FEE THAT WALL BE ASSOCIATED WITH THIS DEVELOPEMENT. l 46.2 �-_ a4�� °s \,i.a7.t2 _ E BOC = BACK OF CURB
TO QUALIFY FOR A FEE CREDIT, THE OWNER WILL NEED TO PROVIDE THE CITY ENGINEERING DIVISION UPON COMPLETION OF THE PROJECT A COMPLETED CREDIT APPLICATION �I �w _\ +aA�� �_ � 2---- 45�'{�� �t E CO = SANITARY SEWER CLEAN-OUT
ACCOMPANIED BY A COPY OF THE STATE-ISSUED STORMWATER PERMIT AS WELL AS, A COPY OF THE SITE PLANS. /� ' OZ � °q �� WM WATER METER
37. ALL STOP BARS SHALL BE LOCATED 4' BEHIND PEDESTRIAN CROSSWALKS. / \ N/F �7ENTION vOND 1 / a .'''���///777LLL 45.07Y a T'5.98 a�� ' �43 _ �� PP POWER POLE
" DAND M. @HEATHER CHOATE 1 I `- � 4 ,2 > 9� LIGHT
/ \ D.B.2602 P.135 �t I m �'� \\ \ 4A TRAlo� 3.02 pT = POWER POLEWITH TRANSFORMER
\ / / KITCHENS & UGH71NG DESIGNS UNLIMI D gg I 46.�6N +46.97 + � r�v' I / /-� ` 4'61 j�1�y = GUY WIRE
PRE-CONSTRUCTION NOTES: SSMH / / ZONED B-1 d n a7-/ \�•/ \46.6 j48�_ ` CB�= CATCH BASIN
� SECURITY HT
i. ALL CONSTRUCTION MUST BE COMPLETED IN TOP-46�/7 \ / '� ( �� 49 �+ 7.25 DI DROP INLET
> / �/ JB - JUNCTION BOX
ACCORDANCE ECI THE CITY OF JACKSONVILLE MV=36.81\ / ..//I 1 5t1t.73 w +a8.90 / ' \ -5� }' _ RCP = REINFORCED CONCRETE PIPE
MANUAL OF SPECIFICATIONS, STANDARDS, \ \ \ / \ - 'J � ' 4 '' INV = INVERT
AND DESIGN (MSSD). A COPY Of THIS MANUAL ` \ / ' �p / IN \ f/ 3�\5"52� >F 9.93 FES = FLARED END SECTION (PIPE)
IS AVAILIBLE IN THE PUBLIC SERVICES \ / \ < +aB a5 a¢By I +�5a�i. +tsg a-�� AC. = ACRE(S)
DEPARTMENT AT COMMENCING
ONST CITY HALL. \ \ \ / \ / / iq I ' / �� -_ \._�'
2. PRIOR TO COMMENCING CONSTRUCTION THE 53 � SF = SQUARE FEET
\ / / 64 03 ,I+1 cV / -52 5 / w= WATER VALVE
CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION I tI16.a6 1` +46.64 +47.15 $ / Z54
CONFERENCE WITH THE CITY OF JACKSONVILLE \ / \ +46. 1 / �5 49� D4 W= IRRIGATION VALVE
AT CITY HALL / \$ / / a, /, I Z \ \ I I +4\ j48 ta59t- FOC = FIBER OPTIC LIGHT
CABLE BOX
3. THIS DEVELOPMENT QUALIFIES AS A TER 1. PROJECT IN owq \�� G R 46'/i 42 46I ) TLB = TRAFFIC LIGHT BOX
ACCORDANCE WITH THE SEWER ALLOCATION POLICY. A g sw / G 8\A 19 / t47.37 * t .55 TB = TELEPHONE BOX
SEWER ALLOCATION REQUEST FORM MUST BE SUBMITTED " \ \ �N A9 + I I/ / / I NITS = NOT TO SCALE
t5 A9• (F e9 Re MW - MONITORING WELL
TO DEPARTMENT.
L MOOR, IN THE PUBLIC SERVICES ENGINEERING \ EX E�% a9i�8 • + 8.09 +50
DEPARTMENT. A COPY OF THE SEWER ALLOCATION POLICY wo. �• " / ,��yif N 42'2648" W 93.74' gS 7 q7 SSMH = SANITARY SEWER MANHOLE
AND THE SEWER ALLOCATION REQUEST FORM ARE J DU&AE = DRAINAGE, UTILITY, & ACCESS EASEMENT
v / 41.62 +46.52 /_ ` __� D&UE DRAINAGE & UTILITY EASEMENT
AVAILABLE ON THE CITY OF JACKSONVILLE WEBSITE AT \ o \ / �- /4 <fg- p6.7p
WWW.CI.JACKSONVILLE.NC.US AND ARE LOCATED IN THE
ENGINEERING AND CONSTRUCTION SECTION UNDER \ \ \ ,A�l •r+• �•`�-• +as.s5 }K^, D.B., PG.- DEED BOOK, PAGE
`� ���� M.B., PG.= MAP BOOK, PAGE
GOVERNMENT & CITY SERVICES. a6.8a zl --UT-- UNDERGROUND TELEPHONE LINE
z TML--= ELECTRIC TRANSMISSION LINE
+47.90 I --E-- = OVERHEAD POWERLINE
\ ` \9� \\ \ \ / /A9 45' � i .i+4S62 I a chi I _SF-X = SILT FENCE
`iNN!I/ �AT A6Y/ +a . / I = FIRE HYDRANT
\``Vt \N A 4,� Al ` Q \\ / /T�` / /�y8�k 4 �-.95 + $w a6.67 I n Q1 pp - POWER POLE
a6.67
TOT BI+G� •__139,48�L66 S.F 3.20 AC _ LU --J a + p
.. ( ) \ \ \ \ / / gJO // 5�*' }�r4'fe z 1�Y LP - LIGHT POLE
TQ'�'A4�'TURBED ARI=A-iL 103,807.17 S.F(2.38 ACRES)(NOT FOR LANDSCAPE USE) \ \\\ \ \ / (� t 7\A t46.85 / I I �I 3 ","
C) \ \ 0. O// i 56 A2 / 4 / ' ♦- +46.7/7 1r
�.�• A \ 1 O �I N O = SANITARY SEWER MANHOLE
�C1,ER S-CERTIFI0AT10)J_ \ \ \ \ \ .) \ \ _ /A6 +46.17 46.63 a
\ QG G ✓ / // t44,A3 / W -J +46.62 t m
� p
i \ �JG� \ /T � / + 7� / N� iN� +46.01 4768 In I + vHCPs = HANDICAP PARKING SIGN
�/ O � n HC = HANDICAP
17sQ8y certify t!t0): o he best of'rT)y ity, this plan has been \ \ \ / }ae.e/A6 91 "� / 5 j/ i7 O CITY OF JACKSONVILLE .33
prey ea'•i0,•accptd' c �lrith the atest Ity of;Jacksonv% Manual of \\ \ A9� A5��' GP' +44.47 / ep I+ I
3� .�. \ / / // // I I o_ D.8.TRA P.7001 ) I N/F �, = HANDICAP PARKING SPACE
SpEotf'cations �r�d,� and aJs a Clty O'ode: AA / i n O TRACT I (...
}yf b. \ \\\ \ \ / / �/ i/f A3 t�7 // /� / I Y 0. n I CITY B. J15 P.10 11LLE
11111111111t Signatu v \\ e 0 i} /7 / /// -/ ///// g// ' I Z v 6.45 ACRES D.8•TRACT 11001 = HANDICAP RAMP
Prin�e and Tltle: David K. Newsom. PE \4 A APPARENT ae / taa.54i�',(��+ / j// M.B.51 P. 89
Dat Registration Number: 18148 \ g0\�/ -� >j4p� 0.82y G //� /// / I vACANi LO7 STOP = PAINTED STOP BAR
f / +46.53 ZONED B-1
1 •_ V440. 019 � ggP ipE,.�tG� �P /// /// .9 - - / +46.12 I ® = STOP SIGN
�� �� a +46.24 48.16
OWNER'S/DEVELOPERS CERTIFICATION ! e �4417�5�0V / _• �• _ •�•• -• .• N 42'26'48" Rro +46.22 }46.�7 e�.•�"� = GRADING OMITS LINE & SILT FENCE LINE
w / aa�g3 i /� •-�• W 16.09 l( I CPS COMPACT PARKING SPACE
o. }} GRADING LIMITS +46.30
I/We hereby certify that all site construction drainage and grading will a'mo \ P \ +45y9`i i !♦ // // •*� N / I' \A 46.51 �= PROPOSED TRAFFIC FLOW
be done pursuant to this plan and that the applicable Stormwater �F ro TOP 46.06 +46 - - •� / / : .� __ _ w 7 1 rn EXISTING TRAFFIC FLOW
Management conditions and requirements of the City of Jacksonville, 6. N E7j 45,93� / r,------ a I •seer= STEEL BOLLARD WITH CONCRETE FILL
the State of North Carolina and the Federal Government and its INV- .91 1b\\ +46. t +a .5 '.��• �/ {k, ti• •7^•" '�"• T"• T.•'� T T'7'�T7•/ /� • 95 Q -� ) INT. 000 - INTERIOR LANDSCAPING
agencies are hereby made part o t i plan If
•y6 \ \ / / / / / / �' qr j' // / / / Y SIS +45.84 I '. •1 EXT. 000 EXTERIOR LANDSCAPING
/gg/9q,�1 J/ � � -7 +17.47 EXISTING SPOT ELEVATION
TOP 48.03 D 0. \ as < / / / / // / // // / //• � �// / / /j / SIS 4 / }45.52. 1 I
Si nature: /"� 46 / / / / / / / 46_23_ F +46.30 + k6
P 9nted Na e . INV .66 ` \ r, r+4�// / /1�9 // / /.�/ // -/� /' / / 7 h� _
0.00 = PROPOSED GRADE
�� / //.
M�2 \ a6.38 \; /� /� /� / / / /1 / 6 / / ' O +45. �4a✓ I 1 BCS=0.00 = BACK CORNERS OF SLAB
Title: Dote: \ \ / / / / / s/
�1 7G
\ \� \ �/ / C I .'. 1 I\\
\ \ o \ /� /�/ /� // :y,.,/F�7 ,, ,��//�/i // /� // // 1� \ I '.' . ' ' 1 \ 46 'I TC=0.00 = PROPOSED GRADE AT TOP OF CURB
+46.19
EROSION CONTROL NOTE ?� V A �I ������ .T ��/'�� � ��� �� � ��� �fJ��/./�/,,(/ �� ������� ����� �� ��� W +45h 4s5•L \1 ilnm•O' •.' n�'� a5,92. .I TW=0.00 = PROPOSED GRADE AT TOP OF WALK
THE EXISTING DRAINAGE SYSTEM IS TO BE PROTECTED FROM THE EFFECTS OF SEDIMENT O V AK `r V �� �� �� � �� �����r / �� ��� �� • //+45.63 r!a5.26
4 N , = DRAINAGE BREAK LINE
BEFORE AND DURING THE INSTALLATION OF THE PROPOSED STORM DRAINAGE SYSTEM. //I/ �� �� ��� ���� •� M /� / i.. . ..•, ELL-- I ?,. . .�.�
PROTECTION SHALL INCLUDE BUT NOT BE LIMITED TO: z� .�1 O ° °a 1 /�� �� - �� /� "7 / !' / .' � = DOUBLE CONCRETE BLOCK FILTER
YX"1- INSTALLATION OF SILT FENCE AT SPECIFIED LOCATIONS SHOWN HEREON ��` \ /1.// // 97- / / / / / /.� / '' f' '.� '>
PROTECT STORMWATER POND FROM SEDIMENT UNTIL ENTIRE DRAINAGE AREA N/F �4. tn£ 1 / // / :: / // Z +4 / / `'/ .' �,�. .', ® = DROP INLET
MORGANS FUNERAL HOME, INC. a 11\ \� Qi /\/ / / // 46.Ofi /5 y9 J I /
IS STABILIZED. LOT 4B PARKWAY INVESTORS, LLC r 7 / / / a,},49* • '
O r / / / .' '+4557' / = CURB INLET
./ � / � I � / / j,/6945. ' �.}',45�67 � .' �' 45'89.� .
0.6.2297 P.759 `� 1 \? / IL// / / / /
2- INSTALLATION OF CONSTRUCTION ENTRANCE; M.B.46 P. 203 '�C \ 1 / uV'w� // // / / / �f- fa <Y30 / / / / / / /. / / ' ' 1
MORGANS FUNERAL HOME ��' � .g ���// / � - /�O �/ �/ � //�� ��,(/./ / / / � / / � / / 1.',•�•'.' •'••/ '.� � '� �/ O..e..0 = CURB BUDDY (CURB INLET PROTECTION)
3- INSTALLATION OF DOUBLE-CONCRETE BLOCK FILTERS AT ALL PROPOSED LOCATIONS ZONED B-1 !Z I I h' °s / ,gy/ // y // // / / /// +�." // // / / / 1 .',• .',' .40¢',WetlzlDd's' %O ' • 404 Wetlands '.'. .', /
SHOWN HEREON; AND // / / // / // % = RIP RAP
// .. 'E / 50'MBL
1ZBL
4- SEEDING AND ESTABLISHING GROUNDCOVER IN ACCORDANCE WITH VEGETATIVE PLAN. oa, 1 �r^1c ` m •� .. 0' L L/ /�y�¢y; / - ,-[� / ,�6 /�1 �t /��/�// �•�f•� - - - - -t,a ,,!� -�- .'--1- - - - L.'�'.-` - - '"1 _ - - ".-� - - - - - - - -
0 1 II 1 A� I� H /� /4 64 ' ., .• •1 1, .'. .ad, T .' .
5- EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH BANKS - 1 O. g 45. � 5.55 ^rP \• . (.' ,' ` ,'i
ARE DISTURBED, THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER SIDE SLOPES IITIN 34.44 // / { • I '' 6� / / // ,I // / / I / // /%/ \• .'\1 ryas '
AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. - GT / / / / / / /
\ 1 >m e P a11
\. •F.46.O41 +46.25
EXISTING DRAINAGE SYSTEM SHALL BE MONITORED DAILY AND NECESSARY ACTIONS WILL I 1 4649-� 46 " " 46 �• r• ••�" •• / +46.59
+46.21
• � I GRA tyG LIMITS '
BE TAKEN IN ORDER TO PROTECT THE SYSTEM. I I I .8 � .qI• I9 � +a �a -
1 STING WATER LINE APPROXIMATE LOCATION�1..'.'_ �.' '
4 8' STREET LAWN LINE
CONSTRUCTION SEQUENCE �S1'SO.00'� I a� 4 494.
1. OBTAIN PLAN APPROVAL '
EI�IED
EXISTING -� d..- .�.. -
2. SCHEDULE PRE-CONSTRUCTION CONFERENCE WITH CITY OF JACKSONVILLE EROSION HANDICAP RAMPS RADINQ'(IMITS SSMH SEWER z`so'CONSTRucnON •' •• I N42'26'48•W 715.33'o- 24'z50'CONSTRucnoN T 48.J0 CURB CUT o- GRADING LIMITS / TOPH47.67 L lr)jaV " )Lq11
CONTROL AND STORMWATER INSPECTORS [phone]. OWNER OR OWNER'S ° TOP-4719 -�11MC ENTRANCE ENTRANCE INW=3833 EL=45.88 q7�,J INV=37.74 e -
REPRESENTATIVE SHALL BE PRESENT AT THAT MEETING. INV-34.33 (V176FY) ,,EXISnNG 8• SEP,t,WE (APPROXIMATFT TION) NEW- OON"n WAY I Sewer Line LMe
I 1 ail ie-60 f %W (PUBLIC) 1 es.ea I use s pis �ss�- .Y.
3. INSTALL THE CONSTRUCTION ENTRANCES, ALL SILT FENCES AND TEMPORARY
SEDIMENT TRAP (DETENTION POND) WITH AN INLET & OUTLET BEFORE BEGINNING \q7 I ej] ate'
GENERAL CLEARING. I .6 .5�- '*:.37= � �-4 .2r- 91� = 73- �i .58- �•y .38- •4951 = .6�- 90� y+?20� sae- �47.75
4. CONSTRUCT ALL SITE IMPROVEMENTS.
�Ay t47 �azst � T EROSION CONTROL PLAN
5. MAINTAIN STRUCTURES DURING CONSTRUCTION. N/F I I z�d j N N/F FOR
SAFEGEN N LLC. ////111 I ( MILLER-MOTTE COLLEGE FACILITY
6. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. LOT 1, PARKWAY INVESTORS. LLC 1fty205(/ ' ' NOLAND PROPERTIES, INC. NOTE. CITY O. J15 P.10 1
D.B.1892 P.373 III I TRACT I D.B.TRA P.t001
M.B41 P. 231, SL. K-1178 I '� D.B.2426 P.140 FOR CLARITY - GRADING LIMIT LINE TRACT " AT
7. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN JACKSONVILLE BUILDERS SUPPLY II I I ' k' M.B.48 P. 69 M.B.51 P. 89
STABILIZED. ZONED B-1 \ II I I I� VACANT LOT & SILT FENCE ARE SAME LINE - SILT FENCE VACANT LOT TRACT I JACKSONVILLE BUSINESS PARK
ZONED 9-1 ZONED B-1
MAINTENANCE PLAN I I I I ��� ENDS WHERE EVER IT COMES IN CONTACT PREPARED FOR
1- ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED I I IIW� WITH EXISTING CURBING. SITE ADDRESS. RAY DEVELOPMENT AND CONSULTING.. LLC '
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. ANY NEEDED 105 NEW FRONTIER WAY JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
PREPARED BY
DESIGNED. JOHN L. PIERCE & ASSOCIATES, P.A.
2- SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES
WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. P.A. I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS CITY OF JACKSONVILLE N.C. NORTH CAROLINA LICENSE No. C-1888
Crystal Coast Engineering DRAWN UNDER MY SUPERVISION FROM EF ACTUAL SURVEY P.O. BOX ILL 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
3- SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN � MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN JACKSONVILLE, NC 28541
I7 BECOMES ABOUT IR FT DEEP ES THE FENCE. THE SEDIMENT Civil and Environmental ConsultingEngineers HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE 910-938-5200 PHONE: [phone] DATE: APRIL 1, 2011
FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 9 CLEARLY INDICATED; THAT THE RATIO OF PRECISION
David K. Newsom, PE AS CALCULATED IS 1:10,000+; WITNESS MY SCALE: 1"= 40' F.B. 826 PG.11
nc
4- ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED E NECESSARY, JOB # 2011-1 2729 Email: (Larry) draftp4®)Tpnc.com
PLADN MULCHED
MAIN MAINTAIN ACCORDING
VIGOROUS, DENSE VEGETATIVE COVER VEGETATIVE `,��1N pr^Ayy John R. Freshwater, PE THISIN/*sl SIGNATURE, LICENSURE NUpABER-�ANI) �SEAL DEVELOPER
( � 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 '"^'l \ CrQo RAY DEVELOPMENT AND CONSULTING, LLC GRAPHIC SCALE
5- CONTRACTOR TO KEEP INSPECTION AND MAINTENANCE RECORDS. :PCFP �r7^.a/'vf� PHONE: [phone] - FAX: [phone] ... r•� 'ASS/ �j 3684-C HENDERSON DRIVE
� 7F O 2 JACKSONVILLE, NC 26546
SITE AND AVAILABLE ALONG WITH A COPY OF THE LAND DISTUR 1 License NO.: C-2$$3144 40 0 20 40 60 160
PERMIT AND A COPY OF THE APPROVED PLANS. Ai / = •�"'�-_ 910-547-9344
JOHN L PIERCE��.L..S. L-2596
6- AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL '• / _-
ALL PETUALLY VEGETATIVEMAINTAIN
AREAS ALL
TO MINIMIZE DEVICES
THE ,CONVEY
EFECTS SOP REROSO��9� r�CNF��{/�4 25
REV: 4/25/11 PER 4/14/11 TRC COMMENTS
4 G �u- `` yL N�O REV: 5/11/11 PER 5/9/11 1RC COMMENTS 1 inch FM ) � SHEET 4 OF 8
REF: '7jrrr t;ltI tl'��\ "�'t/� `s uil: ,! •
D.B.1415 P.1001 /�1+ ,y/IJ 4wv`\`. G:\Projects\Roy Development & Consulting LLC - Lot 1 Jacksonville Bus. Pork\ewq\BASEA g 5/12/2011 9:37:15 AM EDT
TRACT II M.B.51 P. 89, SL L-1426 X/ //� // L. Q`
NA L- I I
. � _

W
z
o
a 7Y
2 4r,
EIS �
<
/
/ 6
_ 2.06 _ggg��I$$$���
41.6 /- � 19a.
1.5 STORAGE
� "29 M 7t.2'
56 / (ELEV 43.75) 39.2' 28.5'
------------------ --- ---
9
I
FOREBAY
10 YR STORAGE 30
95 / -' �O cNF (ELEV 43.99) N 5g
P
I o.
NV=42.00 a
I
I
b /
/ / i �'F1AIN POND 710
100 YR STORAGE / 0Iw
BOTTOM i (ELEV 44.28) G / m
MAIN POND c.
=1'
W 0 35I 1 ^ BOTTOM
JUNCTION BO z PB. (ELEV. 33.00)
19' i I PO NORMAL POND
in i 1 (ELEV. 42.50)
y
1
�Z NORMAL POND EL V. 42.50 i
<
0 1---------------------------------- 1 J -------- ----- ------------------- - ----� 10.0' VEG. SHELF (TYP
\ SB 161.5' 28.5'
FES 193.5'
DUMPSTERS CURB INLET s� 12" STORM DRAIN 24" INLET INV=42.00
NV 4 3350 TEMP. STORAGE �Po -------------
(ELEV 43.75) 4
CURB INLET
TC=47.68
INV-42.50
Treatment Pond - Plan f Pond Dimensions & Layout
Scale: 1" = 30'
Scale: 1" = 30'
fl
1<t
GENERAL SEEDING SCHEDULE
NOTE- ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED. VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
VEGETATION.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH LINIF13RM -
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY -
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
SEEDBED PREPARATION NOTES- WHERE SLOPES EXCEED 4X.
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. MATERIAL APPLICATION RATE VEGETATED SHELF PLANTING SCHEDULE
2. AREAS TO HE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE NOTE- PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP. LIME 2 TONS/ACRE FILTER.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE 20Y. SUPERPHOSPHATE 600 POUNDS/ACRE SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
SURFACE SO THAT THEY VILL NOT INTERFERE WITH THE ESTABLISHMENT AND FERTILIZERCI0-10-10) 1000 POUNDS/ACRE PRIOR TO PLANTING. PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN
MAINTENANCE OF VEGETATION, SURFACE FOR FINAL SEEDBED PREPARATION, APRIL - JULY THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. ONE PLANTING PER SQUARE YARD,
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING FESCUE, KY-31 50 POUNDS/ACRE
R(HULLED) 10 POUNDS/ACE
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE IS LBS/1000 S.F. OF SUPER BERMUDA (HULL SCIENTIFIC NAME C13MM13N NAME
PHOSPHATE. CONSTANT POND SURFACE AREA 13,419 S.F. @ EL= 42.50 Peltandra vlrginln Arrow Arum
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST 1.5' DESIGN SURFACE AREA = 16802 S.F. @ EL= 43.75 JANUARY - MARCH Saggkarla latlfotla Arrowhead/Duck Potato
,
REPORT. FESCUE, KY-31 50 POUNDS/ACRE Andropogon vlrglnkus Broomsedge
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL APPROX. TOTAL POND VOLUME = 53,277 CF BERMUDA (UNHULLED) 20 POUNDS/ACRE Andropogen glomeratus Bushy Beardgrass
DURING SEEDBED PREPARATION. ACTUAL FOREBAY VOLUME = 11,205 CF C21% OF TOTAL VOLUME) RYE (GRAIN) 25 POUNDS/ACRE Ceratophyttum DWQersum Coonta0
SEPTEMBER - NOVEMBER Sclrpus pungens Common Three Square
Lemma asp. Duckweed
FESCUE, KY-31 50 POUNDS/ACRE Saururus cernuus Lizard Tali
Hibiscus moscheutos Marsh Hibiscus
MULCH 2 TONS/ACRE Pontederla cordatn Pickerelweed
Potamogeton pectlnatus Pond Weed
ASPHALT TACK 300 GALLONS/ACRE Leersia oryzoldes Rice Cutgrass
carex spp. Sedges
NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS, Scirpus valklus Soft Stem Butlrush -
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED. Polygonnum spp. Smartweed
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT Juncus effesus Soft Rush
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE. ELEVATIONS SCHEDULE Nuphar tuteum Spetterdock
Ponlcum vergatum Swltchgrass
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND Acorus catamus Sweet Flag
REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR LOCATION DESCRIPTION ELEVATION Etodea canadensls Waterweed
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER-EXCAVATE" THE POND 'Al' MAIN POND BOTTOM 33.00m VaUsnerla amerlcana Wild Celery
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER 'A2' FOREBAY BOTTOM 34.00s Zlzanla aquatica Wild Rice
PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO 'CB.
. PERMANENT POND 475
D.
DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE 'D TEMP. STORAGE 43..99
PROVIDED. ' 10 YEAR STORM 43.99 Embankment shall be constructed of uniform native material (free of
'E' 100 YEAR STORM 44.28 excess silt, rock or gravel, debris or vegetative matter) compacted to
■ INCLUDES REG'D 1' SEDIMENT STORAGE ZONE. 95% of maximum dry density In accordance with ASTM D1557 (8"-12"
Lifts)
NOTE VEGETATED SHELF PLANTINGS
Contractor SHALL include vegetated shelf plantings into his scope of
8' Min Extend liner to the higher* work. These plantings shall be installed immediately upon completion
Berm of. the SHWT or 100 Year Elevation. of fine grading activities. Upon installation of selected species,
Outlet Structure !e contractor shall fill pond to normal pool Q$ shall be responsible for
See Detail / S.H.W.T. S
( ) periodic irrigation of plantings to ensure their survival. Engineer •-
Emergency Spillway (Elev. per Site Plan) / " Elev. 45.00 CANNOT certify this stormwater facility until such time as plantings
//
_ Elev. E" 100 storm m r Elev. E" S demonstrated viable,
fu; are Installed an
3 Elev. "D" 10 storm.) 10' ° 3 �, (100 yr storm)
I Veg. ShelfIh
- Elev. "C" 1-1 2""Storm aElev.)
Zs
-Elev. "B" nl+DI '.CEIVED
Inlet Pipe CSlze & //
Outlet Pipe (Size per Drainage Plan) V C PO
per Drainage Plan 2011
Permanent Pond Elev. B" u c 9
C
Draw Down Orifice o = BY: ---
Material,
E o Undisturbed 3 `` a
Outlet Protection Anti-Seep Collar Assy. (See Detail) t o -
(See Erosion/Sed. (See Detail) Material
'� '•'Native
�
Plan) _ ,,.- -c ,� .;i- �':9L/ �A5 cii
Bottom Elev. "A-1 - Elev. "A-2" � K"Overexcavate" Pond by 24" andSTORMWATER POND DETAILS BY:muter 11 (see note) mpacted cla iLEASED FOR C NSTRUCTION
Crystal Coast Engineering, P.A. STORMWATER POND DETAILS
12" Topsoil Vegetated Shelf Plantings " 12" Clay Liner CIVII and Environmental Consulting Engineers PREPARED FOR
12" Clay Liner (See Planting Scedule) 12 Topsoil David K. Newsom, PE
TRACT 1 JACKSONVILLE BUSINESS PARK :.
Main Pond ore ay 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PHONE: [phone] FAX: [phone] PREPARED BY
NOTE CONCERNING POND LINER JOHN L. PIERCE & ASSOCIATES, P.A.
_
Pond liner shall be constructed of 12" compacted clay material Treatment Pond Section 409 JOHNSON BLVD. JACKSONVILLH, NC 28540
(hydraulic conductivity < 1X10-e cm/sec) either obtained on-site or from offsite source. Contractor shall provide hydraulic conductivity Scale: None (Vertically Exaggerated) PHONE: [phone] DATE: APRIL 1, 2011
test results to assure material meets the above requirements. SCALE: AS SHOWN F.B. PG.
Alternately, Contractor may provide an HOPE Liner with equivalent JOB # FILE NAME:
effective hydraulic conductivity.
SHEET 5 OF 8
Ml,- I Ion
a
Y

, Y
$FE
1-1/2" Steel End Bar -
"Spot" Weld Typ. 1-1/2" x 1/4"
/Steel Bar ® 2"
g" / O.C. \
\\\ I See Schedule
a
° A a
"Spot" Weld Typ. < a 6" Min. 1/4" Steel 6" Clean-out Cap 10 Outlet
- ° Plate
\ /Structureor See Schedule
0 1-1/2" Steel 4 a Stora a Elevation \ �/ Wall
4 Elev.
n Angle Frame Cont. -°` c Cont. Weld/ m
all Sides ° c / to CMP a�i > D
n 6" PVC PLAN VIEW
3 U e ro I is
p p n Tee
zb o _a mom D
/ - 12" Min. —im 6" PVC c
o Permanent Pond w
Elev. B 1/2 D
as 6" Min. u
o - ° o I 54" Min. I Cont. Grout RIP RAP
a Seal
e
6" Cap w//r 1/3 D INSTALL BRIO TILE
"Spot" Weld Typ. a Outlet a � Drilled Hole (TYPE PER FILTER FABRIC UNDER
PLAN) RIP RAP
Structure a° ° SECTION VIEW
1-1/4" Steel W Anti-Seep Collar Draw Down Orifice Assy.
Bar Stock
No Scale 1. D = INSIDE DIAMETER OR WIDTH
No Scale OF CULVERT
2. MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
Grate & Frame / Trash Rack Rip Rap Scour Pad
No Scale
NO SCALE
10' Vegetated Shelf -
J
U 5•_0^
5'-0" Square 6" Min NOTES
Ln Typ.. 1) OUTLET STRUCTURE SHALL BE
o B-1 PRECAST SQUARE STRUCTURE AS
a N MANUFACTURED BY CAPE FEAR
o d m _ Grate & Frame PRECAST CONCRETE, INC. OR
m r - - - - - - See DetaT�) °i EQUAL.
o
o, a 3) PRIOR TO FABRICATION OF
I PRECAST STRUCTURE OR STEEL
GRATE do FRAME/TRASH RACK,
Draw-down Orifice CONTRACTOR SHALL PROVIDE
Assy. (See Detail)\ Z SUMBITTAL DATA (SHOP DRAWN
z DRAWIN\\` GS) TO ENGINEER FOR
L,L REVIEW AND APPROVAL.
I- let Pipe Y
Trash Rack �--" a Grate Not Out J -
(See Detail) S Clarity r
- - ELEVATI❑NS SCHEDULE
Excavate area around
orifice assembly as to - - - - No 5 Bar "U" Strop
provide unrestricted flow L _ _ _ _ _ _ _ (Coat w/ Bitumastic) ST❑RMWATER POND NO. 1
LOCATION DESCRIPTION ELEVATION
'AI' MAIN POND BOTTOM 33,00m
B-1 'A2' FOREBAY BOTTOM 34.00m
'B' PERMANENT POND 42.50
'C' TEMP. STORAGE 43.75
'D' 10 YEAR STORM 43.99
TOP VIEW 'E' 100 YEAR STORM 44.28
■ INDLUDES REQ'B 1' SEDIMENT STORAGE ZONE
J
10' Vegetated Shelf
J
5'- " y 5'-0"
6" Min. 5'-0" S uare 6" Min.
6" Min, 5'-0" iS uare 48" W r NTS
Typ..
Berm Top Berm To
Grate & Frame I
—(See Detail) No 5 Bar "U" Strap Emer enc Spillway Emergency S illwa 7 Top Elev. "E" (100 yr storm)
Top Elev. "E" (100 yr storm) n 'IX -
'r�(Coat w/ Bitumastic) Trash Rock
Elev. "D" (10 yr storm.) p Cont. Grout e p Elev. "D" (10 yr storm.)
— ,• /Seal rM Sto (See Detail) •t. . _•I' ' —
Trash Rack P-ecaslt Weir / 6e
(See Detail) Precast Hole
Precost Hple for Outlet Pie V Elev. "C" (Storage Elev.)
Elev. "C" (Storage Elev.) p I /. p —
for Outlet Pipe CMP Outlet Pipe (Size per
Draw-down Orifice - Precast Hole
Assy. (See Detail) P,ecasi Hole `. ! .� Drainage Plan) .e-� J .�--•_
for On ice Ass �-�-- - _ for Orifice As
Elev. "B" Permanent Pond I if I _ Elev. "B" Permanent Pond
_ -- -� - -4- Typ. Bottom Elev. . a' °
,art. Gr ut Seal f7T .1/,.�/7r'
at Structure Location 1'_6^
- 12" Concrete Ballast= - 17"-Abin Anti-Seep Collar Floor
Floor (See Detail) Excavate area around orifice
6" Min. Anti-Float Block assembly as to provide
g" No. 5 Stone (4 CY Concrete) unrestricted flow (Hatch Area) 8" No. 7 Stone
pond 6oVVom assembly as to provid Excavate area around e orifice `
arou'
Base lab 6'-4" S uore Base Slab 6'-4" S uare r�TT 7
unrestricted flow (Hatch Area) 7"(7 t:i I v ED
SECTION A-1 `« ..�a
SECTION B-1 ''- NIAY " ? >>
Outlet Structure Details - __--
No Scale
STORMWATER POND DETAILS BY: NOT RELEASED FOR CvNSTRUCTION
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers STORMWATER POND DETAILS
David K. Newsom, PE TRACT 1 JACKSONVILLE BUSINESS PARK
3817-3 FREEDOM WAY, HUBERT, N.C. 28539 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PHONE: [phone] FAX: [phone] PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
REVISIONS 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
4-25-11 PER 4-14-11 TRC COMMENTS PHONE: [phone] DATE: APRIL 1, 2011 s
SCALE: AS SHOWN F.B. PG.
JOB # FILE NAME: '
SHEET 6 OF 8
M 1, ( ICJ
n
I «

i
1f I-1' F4• C<,vi:s �ru::ded tr A--AN Cll5.tit] Er9in 02%r+,FCE 12 a ' .vs r _ :YC:49 F _ekik -" idld b, !FF IN nuin.ea rR/- /1p-y IS_4 :.` Tu __rfl F U.i ^.PFI...N wr.I Crc _ _ b'OR - 1`:: 'IJ ,..
' msul l'nc ng+•e-s .. ' '
18 0'A, X 36' y SLIP RESISTANT WARNING SURFACE c 1 2 FILTER FABRIC d.
PLAN VIEW n_-P CORNER - tr-D PLAN VIEW ISOMETRIC VIEW /B RADws / " x m
A Pas_ MAXIMUM SLOPE = 12:1 a MIRAFI 10OX OR EQUAL FILTER CLOTH IN 3'-C" WIDTH -
a'-0' ^�-0" 24' CIA X 36' TINTED BATTLESHIP GRAY m SECURE TO FENCING. EXTEND FABRIC -2• INTO
° DEEP CORNER ) 20R _ r-1 7/8" _ w EXISTING ROAD _ '
M J, G9TE SEE NOTE 4 - VARIABLE SLOPE 5 -RESIDENTIAL- EXCAVATED TRENCH. NO BURLAP WILL 3E PERMITTED.
- POST ICOTINGS OT TO E%GEED 12 25R 5-6 1/6" T PREFORMED ASPHALT_ m>
P DETAIL N '1 SEE 8'-5 3/4' ,-� IMPREGNATED Y
SEE NOTE 3 b m �- Imo '� EXPANSION JOINT
GATE POST HARDWARE .a mom PE RETURN w wy "� VARIABLE AS DIRECTED BY PUBLIC SERVICES DIRECTOR _ °•
w -6%5 T POST BOLT HINGE OR . y P mu R T N " r �1 �<• NORMAL SPACING B'-O" MAX_
5-I P ry (LAG .
3 W
GA. .VO'F 2` j THRL' BOLT) .. .,... .., �' REDUCE TO 4'-C" NEAR LOW AREAS.
F r y"\y
9' CONCRETE PAD CORNER :, +"•' • ✓•eK9l' ". R/W W V•W <? �>' < ? j 4-
® 1 LAP
TYPICAL EXPANSION JO DETAIL
L INT L •//E�1
, t 6 MILK OVCRFTr BAD / BOARDS - VARIES (SEE CITY EE JACKSONVILLE PLANS)
y 1 >` .y (, /
O BE IED A 51 DAIS
x + `/
I - D JHmp' r e I + E D 1 S O w _ � 1'-O'MIN. SIDEWALK AND GREENWAY PUNS) 3' MINIMUM W"' ,e. >
a: ��__ • EN TRA'N ED A 28 ^n"S } � _ VARIES '> -
I < w SE DETAIL 40 .Ot
O RA'V _ TOOLED EDGE (TYPICAL)
:URN ^OWT EDGE -i cmi 4' THICK 3000 PSI W N. .l' G> 1•�•,�." R/W \ / R/W
I 6' MINIMUM N. lG i1,'--�
/ - FOC'ING P.F.OW' _ p ` 1/2" PREFORMED CONCRETE S/W
A '7 ® A , '-• `^ 4'-0. MINIMUM �� EXPANSION STRIP r 12 12 `�1� 'AE CED WIRE FENCE 4' SPACE.
r / ' • •'� : �! •m 1X5 PT WOOD VARIES PER RADIUS OF 1/2(- 1/4r- V 12 CURB N W yj ��• ?i. TO' & BOTTOM WIRES ARE 10
• 6' MINIMUM P
2'-6" PANELS S B RETURN + .„DN SLOE -� ^UAGE MININTERMEDIATE
(J) 2Xa P' PT = PRESSURE STAINLESS `'rP<r f CUR N o ,`00 1 i- PAVEMENT W W W i{j' MRES ARE 12112GLADE MIN, 50' MIN.
P
I I
T"PICAL N STEEL SCREWS �. /p 4' THICK 6• MINIMUM m �4 -t "-ems ,y�' y v a y :LLS
v TREATED /.per^YL/ GONG SIDEWALK um p�S,`G XS' - _ - T)-~ --I-�-T • "y CFI -X'END FENCE 6" INTO LENGTH
• I l a ( .- �r 4` 112' PREFORMED ASPHALT IMPREGNATED "ADA DETECTABLE 4 VERTICAL CURB _ ir'YQ<,,:;.-j .v v -"G `',. `-%CAVA?E0 TRENCH >t
__ ^ PROVIDE 1' CHAM)ER c - T •b " -11 v NO W V \ TI/ }
---- -- --- FRCN' C°Rti R"5 AR: 5%6 PT CORNER WARNING DEVICES' vv vy ,
SURROJNFEO BY ASPHALT GATE EXPANSION STRIP 12:1 MAXIMUM SLOPE •VARIES, MAXIMUM SLOPE 3:1 COMPACTED UNDISTURBED V _ w -i "✓ TE 1 `F, SELF-FASTENING STEEL POSTS.
PAVEMENT - '' ^' W
•TRAF4C AREAS) POST - POST / - _I LLL�1 w W DRVE POSTS 24" INTO GROUND 6"
UNLESS APPROVED BY THE SUBGRADE SUBGRADE
GATE ELEVATION TYPICAL / PUBLIC SERVICES DIRECTOR.
_ _ SEE CORNER x �'-� _r(-,I
L �I �i2u' W WWW vWw "•Wy, #c LOW
P " W
THICK-
T � LAP DE-AIL e w .•a rrY -,; TYPICAL SIDEWALK with UTILITY STRIP wW�-W� W MIN. .
(J 6 TIP ^R _ 6"E [TAIL c09.0a I,.•' lI. (2) 2X5 PT-. .,-. P�' , SECTION A-M I- I._' -' r- ,�T .:� �1$
z a r z 1 §1
NOT i0 SCALE r V / POSTS AT BOAC•Y W E
fPOINT CONSTRUCTION
S L IP- N I COMPACTED BALKFLL J
- - - VARIES (SEE LI.Y EE JACKSONVILLE - m J. ENTRANCE
m it 1'-0"MIN. SIpEOOLE AND GREENWAY PLANS 3' MINIMUM LLl-lL ^n•' v
SECTION A-A 1 L, VARIES PER RADIUS OF CURB RETURN B ENIS71 ✓- ll f
V;`• r1. 3 G A r VARIES SEE DETAIL 401.01 I-m 1 Lz •3 , _
f�'�l
S. P. / DEPRESSED CURB CEPRESSED CURB w � DE TOOLED EDGE (TYPICAL) I- - I PROFILE
VAR d.. _ - " v1 ° J t a "� 1/2' PREFORMED m '•. - -� � �,q 7 -� Ili; SLOPEIn MIN.
P•,S TV- _ _ 3 5'-0" o ,n 'f" Q m , V 4' THICK DODO PSI �- I 1 L
DRAINAG- V,:�' - - J' =- SLOPE MAC VAR" B':Ji I a S = ASPHALT V -�1^72 '^ CONCRETE 5/w -In=- m
POSITIVE DRAINAGE Ma ST 'O m 6 x 3` 2X6 P- IMPREGNATED W-0• 4'-0" 6'-0" 6'-0' 4'-0' 6•-0" ?
BE VAIN \ED� a'-L" m In ,• x `L+ v ;"PICAL MIN. MIN. TOP Of 1 2 12 a� CURB PF. MAINTAVED ,+ J ` L.. G 2�IN / EXPANSON STRIP U. i„h // DN SLOPEy�� 1 PAVEMENT 6' 2'-6' 4• 110' VAX,/ (SEE NOTE)
CURB / 12 90' T"PICAL
4-
PT- R` _ _ GEO-FABRIC b'
ry _
_ >7 - MIN. PLAN VIEW
_._ _ / ry •• ,Q 1 VERTICAL CURB VARI. SLOPE NOT CUTTER rr'-all-ILii � -�LF- Y NOTE 2
2X2x8' '^ DTO EXCEED 12-1EPRESSED CURB SECTION B-B LINE ___- -i_ , .Y iI.F.�Irk
_z LONG NAILER {I. �.', "' (�11r1$trllctlOrl Specifications
• 'I -6' �!--9" I+-6' TYo'LA. r OR STEEL 1 +VARIES. MAXIMUM SLOPE 3:1 `COMPACTED UNDISTURBED L L 9y.` '1' 1r' T STEEL DRIVE POSTS
\ CAST IRON MAT WITH BUILT IN TRUNCATED 'T'j[�'T-O'__jI _ -
_ ANGLE UNLESS APPROVED BY THE SUBGRADE SUBGRADE MIN. 24" (EXTRA DEPTH
DOMES IS TO BE SET FLUSH WITH THE PUBLIC SERVICES DIRECTOR. I �: �-' NOTES: I REQUIRED FOR UNSTABLE SOILS) 1. St Size 2"-3"
•-- - PRCV'JL 6x6 W2.9 x W2.9 e / CONCRETE AND THE ENTRE SURFACE I
WWF - 2" 'ROV TOP m y BETWEEN THE MAT AND CONCRETE GLUED T ( J
�- G p N Too in backfill into trench and compact the 2. Length - As effective, but not less than 50 feet.
I SLAB AND WN 3' FROM (2) 2x6 PTti - P'JPL W1T1 EPDXY CEMENT. EACH MAT IS TO BE TYPICAL SIDEWALK with UTILITY STRIP soil firmly to anchor the bottom of the silt fence so that the runoff is forced
24'D'A.'. EDGE PI - NOTES: AT LEAST 2' LONG AND 3- WIDE. 3. Thickness - Not less than six (6) inches.
NOTES: to go through the fence. No runoff is to flow under the fence. ¢, Width - Not less than full Width Of all points Of ingress
NOTES - - 1 1. Detectable warnings sholl contrast visually with adjoining surfaces, either light 2. To Increase storage capacity and prolong the life of the silt fence, excavate a
rTG I 1. Provide i" deep tooled traverse structural score joint with 1/8" radius
1. Provide 1/2" preformed asphalt impregnated expansion strip along perimeter of SVPSON ST22 P Gr ' N I I on dark or dark on light, at 6'-0" o.c. 6�"x6" sediment trench uphill along the line of posts whenever possible. Or egress_ Minimum Of 12'.
ad if concrete dum star pod abuts an concrete. NOTES: DR_L CONCRETE FOR RODS-) TO 2. The material used to provide contrast shall be an integral part of the walking 4. Total drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of 5. Washing WhEn nQCeSSary, wheels shall be cleaned to
p p p y - surface. 2. 1/2" Preformed asphalt impregnated expansion strip joints to be placed silt fence. remove sediment prior t0 entrance Onto public fight-of-
2. 0u mpster to be screened. Minimum gate width to be 10'-0•' in accordance with 1. Alternative design must be approved by the Planning Division and the Building 3, Dimensions assume 90' centerline infersectlon of streets. 32 -0 o.c. longitudinally, adjacent to curbs, when butting existing structures, 5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow n an
the City of Jacksonville zoning ordinance. Code Administrators. 4. Concrete shall be tinted battleship grey. Painted surface will not be acceptable, concrete, or buildings, and at changes In width. p p Way. When Washing is required. it Shall be done O
PLRSONVIL, DA �me.Ntsw� CITY Of JACKSONN-VTLLE NepY/".+r<�.ydawaem., �5 YILLFN 1 ivrn•A.s..�. mpai...•a.)Kr m.rL_ ONY2LLa De1.N,w",K1'.bacs.nlml y�N,,,,.,;_�v„-;1,•-v V �,�,r��,� (creeks, ditehiinea, swales etc.)
CiTY of JACKSONVILLE ro.e..Us C[TY of JACKSONVILLE R WF area stabilized with crushed stone which drains Into an
^11':w-,:., :,,..T.�a.N>. ro raem,a CITY of JACKSONViLLE °ow,a,.Aa.►am.m.=.. v1Lty, w.a ..l.iv�r.s..wm 1,gva..�:.>.mm,a�.n.
I - aHaAa1 a , a,� a a°.ate seas, r ,mm N,caxL m e,4a,a a w4m.a..�a. maa.Y �tr N �yc ry rn.e..a. CITY ofJACKSONVILLE approved sediment trap or sediment basin. All sediment
r ,�mRyNcaral a>a.are,�,AaAKva,e:4Na.P..�m, 9aan: r ,.•,�R.Nam., a>e asa°, wa4sr4n.Pevxa� a.Y shall be prevented from entering any storm droin, ditch,
DUMPSTER PAD DETAIL NUToSu02 z - TIMBER DUMPSTER SCREEN NaTo]ax =g09A604 a - TYPICAL WHEELCHAIR +anb oso, '� -� °C $ IDr"n' ""� PXr"°" or watercourse through use of sandbags, gravel, boards
Aa�a a e ex� _ �- M TYPICAL CONCRETE SIDEWALK Nci.s"e =go4.03 TYPICAL NRT.e.I. =3s0.oa 9 9 9
(WITHOUT FLOOR DRAIN) �,� s 130 MPH DESIGN XPC •"°�°"� exee a RAMP_ I YPE j .ev®a oA a e oa . ! or other approved methods.
",•'.,,..,..., (E ) ,.w xoe > 1 *., AND EXPANSION JOINT DETAIL "°""° °"TM �« � SILT FENCE ��e" ;
�- - ®'0°" =' '- ^3'-^^ !+! •`s- - 6. Maintenance - The entrance shall be maintained in a
-- _ -- - condition which will prevent tracking or flowing of sediment
NOTE: THE STATE HAS MODIFIED THE REQUIREMENT FOR POSTS USED onto public rights-of-way. This may require periodic top
L:,s ,; .•1. D. . H - '-. AH+I>: „ .. „'llr'S _ ,: O WITH SILT FENCES. THEY MUST NOW BE AT LEAST 1.33 LBS. PER dressing with additional stone as conditions demand and
( I LINEAR FOOT STEEL POST, WOODEN POSTS ARE NO LONGER ALLOWED. repair and/or cleanout of any measures used to trap s
IS{ BACKELL, sediment. All sediment, spilled, dropped. washed or tracked t
AV- 'MIN BALK-CL .N z' _'.FIS %'% ��-y CURB TRANSITION onto public rights-of-way must be removed immediately.
DEWEY BROS. INC. -2 X 36" STABILIZED CONSTRUCTION ENTRANCE (D-5)
c�s�j g. '• ALIGN of H000 `DROP INLET CH-BN-2 "
Rj' ni AucN WITH BACK NOT TO SCALE
OF CURB •:
OPEN TERRAIN P f)
\ \ AN OVERLAY MAY / �''±'/ CAPITOL FOUNDRY DI-840.03
BE REQUIRED I Z j OR VULCAN V4055-1
1` FRAME, COVER & HOOD PIPE ID
TYPE SF-8.5n OVERLA" - V%IVCM T './<• / .�. VARIES
` . TH!Ct. 25' EACH SVE 0' PE -RENCH - moo• (`, BRICK ,. 0 •e• „
PS1-PF STEPS PROVIDED CONC. GROUT p
BY PRECAST SEE NOTES BELOW + FILLa'
MANUFACTURER OR M.A. t�qG & DETAIL 634.02
INDUSTRIES
SEE DETAIL C06.04
•sal'"' i,�IN�\ W AB
"COMPACTED
(MUST BE I6" WIDE,
I �qo eV8 Or I BITUMINOUS CONCRETE SURFACE INSTALLED TO BE ]' FROM /" D-
C •OW: COURSE TYPE S-9.5B. MATCH FACE OF WALL TO BACK OF
-\" ` EX'STING PAVEMENT OR 2" MINIMUM STEP AND NO GREATER
ji •� : THAN 12' SEPARATION) MIN. �( � VARIES
��VAR'Cg E B" MINIMUM �� 1 15"BE R CLEARANCE MUST L MAXIMUM 8 0" COMPACTED FILL SUBGR
ROAD SURFACE ": "I-^a BE FROM CENTER X STEP AWITHOUTPPROVAL
ENGINEER'S '+ p RFACE MVfS11ELOP
AGGREGATE BASE APPROVAL ^ `� '
- TO OUTSIDE OF BOX '
COURSE TYPE Aec e h ,l''_� . '�"�,% ,q,4i, . :�:.";':.� .. (SUPPUW BY DEVELOPER)
.•'iH \�� ,� " SAW CUT FOR PRECAST BOXES. �. / ••dd .d C • d "dd C 2500# CONC.
E 6" HIDK C?U5 ED S OVE� EX. ASPHALT JOINTS BE SEALED f a 'd' a a0 a 'd' a FOOTING
OR GR,RAVEL dA""^,K MFCHANICALLY COMPA_ r^ . WITH BUTYL RUBBER ' 1 '_j': Q �- C PAVEMENT DETAIL
HACKFILL 6' I.AYCRS, 95 '� JOINT SEALANT - _ NOT TO SCALE
STANDARD PROC-OP 6
A C-ANC _Y COV'AC-17 Y.
S LECT BPC< (AASHTO T-99)
5" _A" EXTENDED BASE
4" 8' 3 0' 8" 4" B" 2 0' 8" -4"-
SEE DETAIL 639.01 5 5'�" 4'Q" ;C
FOR PIPE CONNECTION
I 2' ry AND FORMED INVERT
�I CONSTRUC"ON
TYPICAL DROP INLET
Vq ' EM Or PIP PRECAST CONCRETE CONCRETE BRICK NOT TO SCALE Crystal Coast Engineering, P.A.
UNPAVED AREAS b° RES 9EpMr e NOTES: BOX SHOWN BOX SHOWN
r Or 1. Use either concrete building brick - ASTM C55, rode N, type 1 Civil and Environmental Consulting Engineers
SUBJECT TO TRAFFIC AR VgE PIpE VAR ZONe or tla brlek - ASTM C329 9 YP
ope ,S y grade MS. David K. Newsom, PE
\L RT I 2. Mortar to be type M.
VARI ZONE 3. Concrete pipe to be class III John R. Freshwater, PE
Es 4. Precast boxes to contorm to latest ASTM C-913 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 ;'
I PAVED AREAS 5. Precast boxes concrete strength to be a minimum 4,000 PSI at 28 days d:1/2" MESH HARDWARE CLOTH PHONE' [phone] r, FAX: [phone] L'
6. See detail 634.02 for miscellaneous notes.
License No.: C-2553
I SON VILC o.I.mre.f Ncerswm 1etFVn=.+xi.pdm.0.:... SoT ILL oR.msvnes.s".+.v e.PJA.w.d,,,BPm.✓s•-^"" V dprmmlwwMk se,vb WJMw.et...,.wle••-. ;.
PGA t'N v.o.a.,In ':iTT of JACKSONVILLE *cK E'4, ro.B,MUa CITY of JACKSONVILLE Fro ro.m n CITY of JACKSONVILLE
C lekwnrelq N.C.]dLl .u^:-xe„t>;... •LT.R.:AMU,v¢c1s,<Anov,[,m x C l.mm•�.NZ LSaI Lts vrtx n¢I"O:.A].NII,E sr,W°4e°.Oe]Rl'A}I°YS cnI C labmiy ILO.ffi11 ate wnN 196140[#1'/W2!r•Um4N!em'Ic4ifYe aM1r
®rAa.. +. scva aerAcr •w
I TYPICAL TRENCH BACKFILL Na T.ewk .co,.oE =�" TYPICAL TRENCH BACKFILL N"T.Bak =x,.oT �" TYPICAL CATCH BASIN AND N"TT.Sob ,6633A3.02 \� cum inlet v
° AND SURFACE REPAIR DETAILS m. _ .° I AND SURFACE REPAIR DETAILS '� ° P. >s° CURB INLET WITH HOOD ,r fir=
, c• I 'c ,. ..; P--,u c P -I-_-I -r-n 5.,':z:-c M1 1_ IN o,.ml= H•.:d-c or AwIAM1 CPrc Ho-a E"�'n.cre os/_._,_sae i:.9.Tf =M 8' X 16'ETE BLOCK
INTERSECTING STREET
36" MAIN STREET I]I]I]I)�I]�OOI]O CO"CR \\ �:, �.• N\
o' za"- _ - ,�>Th� �e+o-z /` `' ���' A91'HALT SURFACE U ASPHALT URF ALE CATCH
1112 II- ?o a�S.,�.F. /' ,j 33- P�J 2" FLOW LINE
P VERTICAL CURB & GUTTER Y / 4yµF d0P uS; f 1'<I -S ASIN htlntmum boot ovenaC
1 r i -y ): / I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
-. . '. 4 m f ',. DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
_ - /5 WASHED STONE -
as o�' - - � �'.X ,• r ! ',y'*'
-- - - QOQ z,," .,,icr ° '• : ~i'.d'~P<<� I i}ti fr �'S- r � MADE UNDER MY SUPERVISION DEED REFERENCES SHOWN �
I /r'LRS T Q 6 � AGGREGATE BASE) 4 "1 ~' I 'I L j 1j9 R l 1 W HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT I 2' THICK PLAN AS CALCULATED IS 1:0,OO+E WITNESS RATIO FMYRECISION
4' a• 4" U
I COMPACTED CABC 1 SIGNATURE, UCENSUR NUMBER AND SEAL
I T THIS ORIGINAL
F A 20� • „11 twilttw
z a
MOUNTABLE CURB a: - - - \d��1y C
•. +. 3 1/2' HARDWARE CLOTH j i ---G U T T ......`.. \S T
0 ATU
.-' J dt 5 c> I WASHED eR ..\._ .� �4.•`• eSr,. .<r
Q� - STONE ❑ ❑❑ ❑❑ ❑❑❑ / 8 b JOHN L. PIER -2596 3 r ?!
x Qom. ., STRAIGHT BACK CURB , ,l �/� \ G; ,.y-s•:.."S :-
/: o e ^+Q � , PREFORMED xPAV510M1 STRIP • I`y! - _ DQ•
0-V cg 1
�-to a6``a�P CONCRETE APRON r
\^
I '9m'... + ' Y- 5.000 PSI AIR ENTRAINED ❑❑ ❑❑ ❑❑ ❑❑ (f �/ r�.-.•l. 1 - �J✓1 V �� _ SEA[. _
<<'<"s o�¢T:J? ,�c� SCORE JOINT POR EXISTING CURB & GUTTER 1/2" • • A.?4-`' CONCRETE 'MTH /5 REINFORCING _ _ _ _ - _I -� -
/ 5.`�,�ti`•" PREFORMED EXPANSION STRIP FOR PROPOSED .ORB • BARS NO CLOSER THAN 1 3/4' I�ITi-III-T-III- CATCH BASIN :� ' `25
96
i o o & GUTTER YPICAL BOTH SEE RETURNS) l \ /
4 h' " TO AN OUTSIDE SURFACE III-III-III-I I=III_ / I. t OQ. Y
o DEPTH VARIES IVIH 1 i 20l1
i 18 / 6' 0"2" ySJo-O • • �T,� � - __ _ .- _ - �� V�.'f/�S ,�•�:' "VC
•Y �•..._ " " _
6' THICK CONCRETE APRON <. `. - W I U1 `.• G
I j FILTER POURED WITH SIDEWALK '�mrT l d • --- - - -- BY. br�'•L••••-•`�j� NN�S`'` 4t"
MOUNTABLE CURB & GUTTER L 5" K Ccw R_E sDEWA,K_ �� 3 6'MAIN__ �� 4 ' eti� ^`h� nl .r. 1 v�i SECTION A-A ^JJI,, L. P AO�Y�-
/ ej j567 _ACE I/2 n• JRMEO EXPANSION 5' T• C< CONC. APRON '�� 'c" 1 ;. ^( '- III rtl I11 H11" 0
°tq STRIP HERE N`_N CROSSING SCORE JOINT "_A , I:d I a _ DETAILS ;
VERTICAL CURB .. _ -._.--__._._- ____ _-.. __-_. _..
'k �� XIS NC CONCII DRIVES f _. _. - _. _..-. _..
O.Of. SLOPE PAVEMENT f DOUBLE CONCRETE BLOCK FILTER AROUND CATCH BASIN (D-6) ® FOR
VQTE s •• - NOT TO SCALE GUTTERBUDDY Curb Inlet Drain Filters MILLER-MOTTE COLLEGE FACILITY
INTERSECTING STREET -- - -
t7 --- -+--- --- AT
I. ter, OR EQUIVALENT TO GUTTERBUDDY® TRACT I JACKSONVILLE BUSINESS PARK
COMPACTED EA_Y-_I
F61L_ERLPOUREDRwiti APRON PREPARED
- PREPARED FOR
6" -LJLK LC.•CR--E SIDEWALK 3'_6" MIN. I SITE ADDRESS: RAY DEVELOPMENT AND CONSULTING., LLC
Y P:_ACE 1/2" Ht"FCRMEC EXPANSION 6" THICK CONC. APRON
6' MIN.
STRP HERE N"N CROSSING SCORE JOINT ® D D-D-DD e
NOTES: =XIS-NG CONIT• DRIVES ... 105 NEW FRONTIER WAY JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
00% SLOPE MOUNTABLE CURB
1. Score curb & gutter at 10' o.c. PAVEMENT d OWNER , PREPARED BY }
2. Provide 1/2" expansion joints of 90' o,c. NOTES: + CITY OF JACKSONVILLE N.C. Cn H
3. Concrete to be 3000 P.S.I. 0 28 days, air entrained. _ �.an'L1, 1 " y�^:hd 1. Centerline of valley gutter = flowline of curb & gutter. 1 P.O. BOX 128 �`,` c �// '11 �� P.A.
0 N L. PIERCE & ASSOCIATE P
4. Spill sections will be approved on a case-by-case basis by City Public Services J• r 1J,n; >
II 2. First 5' of valley gutter to be poured monolithically Including curb & gutter. JACKSONVILLE, NC 28541 U` 9 NORTH CAROLINA LICENSE No. C-1888
Director. NOTES: JT r�S':t '• z'•
rC-s..1: -
._I... 3. May be used only on a case by ease basis when approved by the Public 910E938-5200
s. Chamfered edges abutting asphalt are not permitted. 1. See sheet 3 of 3 for notes. _ Services Director. 'QQ �, 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PGRS NYI,'L fry r°'"a.a,,."1'�`°""°`s""'� r'iTY of JACKSONVILLE '"0'J'"'"-�""•"'""" ,� vf''Leh , 'r'""''"w CITY of JACKSONVILLE `°P"~'°"''�"'°°. re va'LE,T• ,°a '""""'"' CITY of JACKSONVILLE
"""""" -- _ f ';v rfi � - PHONE: [phone] DATE: APRIL 1, 2011
S 'C` ,ekvmlk,N.C.riS.I -.c='rr+"Intl,.alvx+nue.rrA"nlun.,ernrwTuwom.l 'C` I.ePm C215a1 UZ`TPI �B,AaamrvwsetnNOA.Ps1amN•wno"faa.Y � C ,ubmWgNGSM1 10.w muaoorvwaerAK.ORaICAnwe v DEVELOPER - SCALE: 1"= 40' F.B. 826 . PG.11
sr.•., nerAa, ••". srxe: amw. •••r seas Large.
TYPICAL CURB &GUTTER NmCAL" ,=011 -- A* COMMERCIAL NeT.a� =ga4or y-- 'r TYPICAL VALLEY GUTTER N.r.em ,go:.o3 RAY DEVELOPMENT AND CONSULTING, LLC = ::'� : JOB #2011-12729 Email: (Larry) draftp4®11pnc.com
SECTIONS "" "° ° �°' DRIVEWAY CONNECTION ,�e� ";; ° W •,,;�,. J
,s..ane 1 s I 6°7-
DETAIL �ts�".aog �; 3684-C HENDERSON DRIVE .:ti O
-,•,
-, - - - - JACKSONVILLE, NC 28546 fi5?' SHEET 7 of 8
- - NO. DATE DESCRIPTION BY 910E547-9344 fir/ i�'yrI
,, T'G \Projects\Roy Development & Consulting LLC - Lot 1 Jacksonville Bus. Park\dwg\DetaAs.dwg 4/1/2011 1:07:06 PM EDT
z
#t

., _ u... _ -. .. -. a.. - .. a.. .. - e _ !.F ::Ono _ ...15. .1 .1.. qm+ e] L.• nPF,.N =t .alto. n ixe•s .-P.,/.J/J"tfi I'.:1T 1: f" .. P>�'Jx o `PFI..N cal llrc =agree:
- - - - ` i-. . "' L. � J sn-: 4n_v �nfi - 1.J. n F c I De.J�- P> l.. >. ..P b.,, o,.nl irg Ea3 n-au F I :e Lc � u _ 3 '- - ) -
0
'S IOi 1.'.'a`..i R.• Gel ilea l_! 'p^N Carcu Ln3 C'91nse�e 02J n,,A PF I".'•-.D1 P._t
, VARIES (SEE MANUFACTURER) VARIES (SEE MANUFACTURER) "s PART MANUFACTURER MODEL Cat No.
SADDLE FORD 5UPC -90 SERIES (C9C0 PVC DNLY T.
' A,.DOUBLE CHECK VALVE DOUBLE DETECTOR TYPICAL BOX / )
u c� � n- `z __-� - ASSEMBLY CHECK VALVE ASSEMBLY VARIES (SEE MANUFACTURER) VARIES (SEE MANUFACTVRER) MUELLER / BR2B17
W z - -
o) ^ l E ®DOUBLE CHECK VALVE DOUBLE DETECTOR MVELLER / H13DG -o ;EEF (c900 PVC ONLY)
u• I �� .,oMPo'.�N- ME.ER ASSEMBLY - CHECK VALVE ASSEMBLY CORP. STOP MVELLER H-15000 SERIES OR APPROVED EOVAL
VANGED \DS, SENSUS SRHNEP-UNE +R /F_O
-
<
•--__�J -OR APPRCJEC EQUAL dj
1-anii;3 Qj mil ; J�,3 X vFORD S RAI„H1 -LANGV BA_L ME'IR^VALVE -] ,i> 4 A'1 OR - .� OR J'�ai "�7E-",. A� 2, 4" MN. _I_ 18 M'N.
_ W F-M�ALE IP READ D M_LR LAN.,E (BF.3 ]]W) �L� y, nlrl�
�- zAPPRDVDEQUAL , ^;
C3 2' x 2 x " TC- -
/� J
l 2 MAL IP 'HR;ADS x>2 MALs IP THRrp JS x 1' PACK JOINT ^COUPLING
I r'E --
a Z
D1 t/ • x 6 ( 2 BOTH
BRASS NIPPLE 1
1 I - ,,; F C2' BRASSEIfMA-L BGROUNJO JOINT ANION ELEVATION VARIES ( MANUFACTURER) 4" MIN. CLEAR VARIES (SEE MANUFACTURER) A �J
(J H+ ¢ - ) i REDUCED PRESSUREEE ZONE WITH vntvE OPEN �--�1 ---- �'
O " REDUCED PRESSURE ZONE
Irk
/� BACKFLOW ASSEMBLY BACKFLOW ASSEMBLY `-- --SADDLE TAP--)
n --i I'. ORISEAL 1.0 CORPORATION STOP (LOCKING TYPE --_-
__ I I 1 Q C-(ENDC CONK AARON' MAY ARY PER SERVICE ENE VATERIAL) 11 p tt
- P THREADS x COPPER SLRVICE THREADED E VATEON SEE 6HEE a
F i �=1( < QA PART _ MANUFACTURER MODE_ Cat. No _-.
a Il FOR 2 1 2 bJ 1 BACKRO T ASSEMBLY USC APPROVED
oa. I 1 7'7 SWIM., YF- BRONZE CHECK VALVE
'e-•- `F PN 'iAI MEETS A1NWA STANDARD C901 Wllll :50 P4 WORKING PRESSURE PART LD. GATE VALVE WITH RESILIENT SEATS JACKSONVILLE CITY OFFICIAL APPROVED
l� 1 1 L IL 2 OSkY
/ r• g CC-PLR d Pd Q6 < - 8 - 3 2 1 1, } /2 3 "_ - 3 so- DIP FLANGE X FLANGE ELBOW AMERICAN CAST RON PPE, GRIFFIN !APL CO., CORPORATION STOP
I l I 1 I 6
IF Az
C UNION-TY1.ER PIPE CO., or US. PIPE :k FOUNDRY _ COPPER SERVICE LNE SHOWN.
a g t' BALL VA_Vt PACK JOIM _C.:PLWG ENDS (LOCKING YPE) 3 t--r y- S.�'. 3 ��i a jl FLOW1► }r , I I; .`g e" {{{y- FLOW 7►. 4 DIP FLANGE x PE PIPE (VERIFY LENGE I) AMERICAN CAST IRON PIPE, GRIFFIN PIFE CO.. '4ip
��11 1, U.S. PIPE 8 FOUNDRY -
^> ,\ ..3., AMERICAN CAST ,ROM PIPE, GRIFFIN PIPE CO..
5 90' DIP MJ x MJ ELBOW Yf
_ ~�
SDI 0 STAINLESS STEEI- INSERTS IF RPZ, PROVIDE 1 I /
- a 1• C-`C BE USEC W'-4 PE TV91NG l UNION(TONER PIPE CO., « U.S. PIPE & FOUNDRY
,d ---� o {, -� r 0 W DRAIN PORT FOR
OUT 2-0' 2-O' yr 6 WEDGE ACTION RESTRAINT GLAND JOINT RESTRAINT EBBA IRON SALES, INC. / STAR PIPE PRODUCTS
- -hx '
-R 90X C CLEAR s 10 tp CLEAR m it i 7 1' THRU 10" DIP AMERICAN CAST IRON PPE, GRIFFIN PIPE CO., :> •9 vs/
CCAP-OL FOUNDRY M9X-5A VE-_
r v-OR APPROVC EQUAL 0 ENCLOSURE a A
(MINIMUM TWICE THE HOTBOX
UNION-TONER PIPE CO., « LLS. PIPE k FOUNDRY
SIZE OF RPZ) 9 - NOTE 2 NOTE 1 AND HEATER (120 V 1 PHASE, 60 HZ) (OR APPROVED EQUIVALENT) - f
a 1 4 > 8 INSULATE' ENCLOSURE WITH LOCKING ACCESS DOORS HOTBOX / HB4E HB10E _
7� CAST IRON NIPPLE
VERIFY FITTINGS WILL FIT INSIDE BOX BEFORE ORDERING THREADS 0 BOTH ENDS
N WATER MAIN /
- a s _ _ ACCESS DOORS
_ >r 9 STAINLESS STEEL EXPANSION ANCHOR BOLTS PER \
/ -
a WITH LOCK NC ^ �
�I
6" 3000 PSI CONCRETE rI - T- m HANDLES 10 ADJUS AB EAPPEE SUPPORTS HOT GALVANIZED SHOP FABRICATED AND HOT DIP GALVANIZED
c. �c� , a ENCLOSURE MANUFACTURER FIRM UND'STURBED III PLAN VIEW 11 PROVIDE 120V RECEPTACLE ON GFCI NEAR PIPE RISER, ILL S�D�943�NEMA MODEL SADDLE SUPPORT �)I r. = -1 I- ,
I
Fitz` � I L 71 II- _
SLAB. DIMENSIONS PERit
rb- moo' SUBCRADE
za sPECIFICA o s SADDLE TAP
7 5 6 SEE DETAIL 512.06 5 7 SET MINIMUM 12" ABOVE DISCHARGE POINT OF RPZ.
N ---1 FOR THRUST FOOENG r+- - AS APPLICABLE
oc
c > I
< - c �H
0o hcc L. qs ROW2* I I FLOW 2*
NOTES NOTES:
y as�N '� - 1 Provide minimum 3" annular clearance around all DIP risers and 1" around 1. If 2 taps are made on each side of the main there shall be a minimum of
.., • electrical conduit. 24" horizontal separation. Multiple taps on the same side shall have v minimum
2. Slope floor to drain to ports at both ends. Ensure positive surface grade away 24" horizontal separation and staggered a minimum of 1° vertically to prevent
from enclosure. damage to the main.
w &V'YLL�e,"v
anlesoswm ,..T, � Nvt a•P..�udPd.kewm ma=7neN..H.w,m•'m..«". vutp CITY O' J/+CKSOIVI%TLLE
erPOMic 9eY'm dD L(, PA.Sol in V JA,MwSD
50NYILLF, aenvunmterPUM1Fc3wm (--IT',' � , T AAP�n-.'-.«.,.�,M.�.« SONv,etF. a��"T1,�AN�.sa„a, ."P:IA....a.�._.n.-". I Son 1teA. "�-�I CITY fJACKSONVILLE A°°' "°""m`°` Pa CTTY of JACKSONVII,LE ,F E P.o.eatm CIT,'of JACKSONVILLE Pe. N -
pcR N P.o.Be:uR - kit ,ACKSQ1.i1,.LE PCK -N P.o.n«1n CTTY Of JACKSONVILLE ry P.o.B«1n C O � Hale tY h c .n.czssi,
C` Jek,evrnee.N.G1AH1 '•I-:l e. eu^'v�l-y yll AeJ sm��RC1'nM wy � 'C le[kw"i1k.N.C10.41 ':�e.ml nR lnu�.mMLLL T�WPnxll d[D.rA'I[«SIN,v '� 'C 1,mmNIY,KC.M511 U=6 Mnr T11e I..RIOlIVWB IT.VmARD llIaPlC.fpM«a.Y � C lsk,mwlb,N.C.'141 W8 wR111Ne UCLYl1VWH E,AN6Vfa 9@9MAT«e a16Y � C lakwnNMNG'�5.1 t198 wIm1N"I.Q,a,YNB]fANDMDT�AT=OVS aeLx S
.. .a::y „ ,I ]a,IJk Ol s: ,I „ K+VB DRAG. ,.;."'. N „ ,CY& aBrA6. 2" and 2" N«i O. ,513 U.
- STANDARD 2" WATER Na S.S. =m - STANDARD 2" WATER N« =�:3a3 2 1/2 to 10 DCV, DDCV,RPZ N.UNI , =s,9.a. 2 1/2 to 10 DCV, DDCV,RPZ �.9.a. 2 1/2 to 10 DCV, DDCV, RPZ w«T.s«� =SA9- STANDARD 1 1METER INSTALLATION DETAIL "e '"® METER INSTALLATION DETAII �A� =�= ASSEMBLY (ABOVE GROUND) rm,� I a , , _ ° ASSEMBLY (ABOVE GROUND) _M �� O°TM Ise ASSEMBLY ABOVE GROUND n �° WATER TAPPING DETAII me , ,_
s-- a 1 xeNIpN,PAIe sr19 I ,t i ^r':J W i Y l Y° ,en,A'^" ( / 1®e.'MXe 3� N,e:'t"�yA m
uLs Vr ,a . ., nV'Iwn - Tsui r3 Ley nctrs :15/:J",^n06 - Gl kits ' FdAd by PYY AN C nsullrc ng,e.:c.a 'Cry/ _ _' 15 I%:a;:'5 CM
UNPAIi-, AR-AS PAVED A$AS �� _ _ -
NOTES: �= Is- MINIMUM COVER
I 1, Clearoui stock new co sl of 18"hall extend auoo eegrade f s II - .L.j 4" OR 6" $CH. 3!M� MIN ,' -
1 _-- T 40 PVC PIPE t IN SEE
ion
vice
I^1\ -V - - FA55 P-L;G Connected and/Or finish grade IS _ �I '` PVC 1/8 BEND _ I, I/d'PER FC SLGPE MW - T t A M - #1 NOTE
tT P
d �`'--•-•� � established cleanouts shall be
installed at grade for existing I _ PVC NIPPLE (LENGTH AS NEEDED)
services unless otherwise directed. _ :Law II I- _ - 1/2 5 3/r MAX
• B M F M.;M 2. The full length of the service -I I= Ty";
• I I _G Y^�- SEE NOTE J 7 1/0 MAX
trench shall be compacted In 6" I _
f
P _
Y layers with mechanical tamp, - F TO OP OO PIPE BEDDING
_ E
ly
FIN SIi[r 3 67e sft asseone.hm(s(see ustsanitary
3t ry bedded No. oI - I -I:. .. ,..,,_i IF
l- II-. PVC t/e BEND._- ___ _ + r- 5,; fi
^w)'r> '-11-
r RqD_ gravity main,.) A A PLAN VIEW ll L
1 -I
' 4. Service saddle may only be used I I
when approved on a I. 1 , I`
case-by-case basis by City II P
r 45' IN-LINE WOE _ ENCASE SERVICE CONNECTION g i
Public Services Director. MATERIAL TO MATCH = r % IN No. 67 STONE
11 SEWER MAIN. (NOTE 4) <�1
1 AV AR A SCREW "E PL_G
f '_L-WYL , BRASS VLJS- BIr I� -
I 9Y CTI T.1� ROA WAY P"' 2" 9r OV 90170M - 4" OR 6" SCH r` L,^ w 1,
Al >_ P_Aa - • w - F DEEP CUT SERVICE I 3/ I /4 '-
DP VAI VF 80% TAP by PV^ PIPE / { 1^-I B
I n
11
e' MINIMUM COVER F CONNECTION DETAIL r
ME\ SEWER 1 NY: ICI - N
4" o, 6' SIC-I- - CLEAN OUT S IA --
d" OR 6" SCH. 40 PVC , - -
<C C P'E VS'OE 4 VALVE 30%.
x PER FT N.SLOPE M
EFE IL-AL 913 , I/ " I I J v I'A
7. 4' \
PROVIDE IRANSITION
l COUPLING AS - _ PVC 1/8 BEND
v 1E_ NECESSARY 3�
4r S-H, ;, _ � Ir-1 n rx ! o}'-•". J:�' L
45' IN--IN'E WYE -
SEE NOTE 3
C'
MATERIAL 0 MATCH C/
NE IN STONE -I'- SEWER MAIN (NOTE 41 � Tr-''` J b pi;.•!c �,x'�
BEDDING -o TOP of ,. -� 5 7/6 ,.p31• F - .
I I I ?� 1 Crystal Coast Engineering, P A
i -- TpNIEv, F�1 PIPE - III _ ' r C` m IN 7/� 2 ` ��O /•�'•,
N PVC 1/6 BEND " ? II T M EXTENSION 6 Civil and Environmental Consulting Engineers
i
PROVIDE TRANSITION = L / I I ' G ] MM SECTION David K. Newsom, PE
COUPLING AS -I' L I_ III' gT" John R. Freshwater, PE
SEE DETA I NECESSARY - - t PART MANUFACNRER MODEL Cot. No.
�6 ti-SEE NO-E 3 S31A' C `.. - ?J 1-. rsH - 1 VALVE BOX d LID CAPITOL FOUNDRY OF VIRGINIA.INC. VB-FCWA - 34}5 p E - 3817-3 FREEDOM WAY, HUBEXT, N.C. 32539
vQ g] STONr ---1 SECTION A A _,J. "'' ` FL =i1=1 O ' :;r; : ct, 'i I`; PHONE: [phone] A ) 5-0060
v^. BPDDING TO TOPE PIPE r - t :* - - - - - _.. -
I_ r ;. �x r r II _ 2 III
- N S-EET z or 3 FOR - NOTES' ��/p License No.: C 2553
!! _ ._ -.. . _.-------n5' IN-LINE wYE =F-I! -I-II IPII I III - -! „ A •,,, IC• Nrc`N�•
CONTNUATION) - - I=J =IC I, = _II 1. Use heavy duty traffic lid marked WATER" (or SEWER" if applicable). , ,,
Y'. MATERIAL TO MATCH -1 =1 - - - -��II=11 C:I I'y ' 7
SEWER MAIN (NOTE 4) 2. Valve box finish: Asphalt coaled
onv¢ DeP« .rPMM=Sam v enPn...dw�R "" nvut a "M« oPdY=sue A.,/n^d.��m�«« ovTrte °v-�ePhh6� CCTYofJACKSONVRLE +5 F Po...tm CTTYofJACKSONVIILE
I PCgs teN IT cf TACKSOtiVE- E PCW� Fry P.o.B«In CliJACKSONVILLE ttYS N P.a.SMIUM "aJ^"ea}a".ms.« oxvttt N Dv.m«IePMus sNM� ema,..aiemm.=«
P.O.Bo In
C Ja'=,onilk,N.c.ffifAI s a.-: .1AfYtry V,I3Ji er.rcuu_ PCt�4.TIN J»r.,v '�` Jmxil N.C.n331 11.wmr n¢rnQ,nnwls nAHDARD a,¢C"eA'tRm DNLY 4 'C „mm,N,,N.C]IS•I uS Mrti T61"Rl«M1wE rrAnPAM S%J ATxxls ala.x � 'C JdwMeq N,C.ffi°I 4a0 wF'x'Flal rAexurvwJt arA,miln SFBeeT.V,a+f Ullr
I IPA' aOrAa, y•R eWB: DmAC. '+•4 !N8 LeA611 w SCNB alrAd.
TYPICAL PVC SEWER LATERAL N«Toeok =J33.03 � "' N«Teewk a513.01
TYPICAL PVC SEWER LATERAL N«TP eak =s33.a3 TYPICAL PVC SEWER LATERAL N«T4 B«b =533.a3 SVALVE BOX DETAIL ,mr.2kx
I CLEANOUT WITH IN-LINE WYE CLEANOUT WITH IN-LINE WOE , `5 e WA"PM CLEANOUT WITH IN-LINE WYE , � ,�, °" MUST.
- - -
i, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY
ORIGINAL SIGNATURE, LICENSURE NUMBER ANR SEAL
THIS_!_ DAY OF 41A , 20 {� .
-
JOHN I PIERCE P.L.S. L-2596 ryJ, rj�� S/�.1J
P "
-E
kr 17 ? '9 c Y� .2596 r'
� ' a
DETAILS unuiun"j°1\\
FOR
MILLER-MOTTE COLLEGE FACILITY
AT
TRACT I JACKSONVILLE BUSINESS PARK
PREPARED FOR
SITE ADDRESS: RAY DEVELOPMENT AND CONSULTING., LLC
0 0-0-00 ... 105 NEW FRONTIER WAY JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
OWNCI �OF JACKSONVILLE N.C.
JOHN L. PIERCERS&EASSOCIATES, P.A.
P.O. BOX 128
JACKSONVILLE, NC 28541 NORTH CAROLINA LICENSE No. C-1888
910-938-5200 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
tit
PHONE: [phone] DATE: APRIL 1, 2011 K
DEVELOPER
SCALE: 1"= 40' F.B. 826 PG.11 T
N
RAY DEVELOPMENT AND CONSULTING, LLC JOB #2011-12729 Email: (Larry) draftp40j1pnc.com
3684-C HENDERSON DRIVE SHEET 8 of 8
JACKSONVILLE, NC 28546
NO. DATE DESCRIPTION BY 910-547-9344
G:\Projects\Ray Development & Consulting LLC - Lot 1 Jacksonvl1le Bus. Park\dwg\DetoileAwg 4/1/2011 1:07:06 PM EDT
A:
ML- 11G� A

CONSTRUCTION NOTES: MEADOWS GATE LLC
1. LOCATION OF EXISTING WATER MAINS TO BE VERIFIED AT THE TIME OF CONSTRUCTION. CURVE TABLE T1NL��7ML D.B.3295 P106 M.B.58 P. 163 5
2. ALL EXISTING WATER & SEWER SERVICES THAT ARE NOT TO BE USED ARE TO BE ABANDONED PER CITY OF JACKSONVILLE STANDARDS. CURVE CHORD BEARING CHORD DELTA RADIUS ARC TANGENT 1ML___ iAONED 8-1
3. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS SEWER TO BE ABANDONDED BELOW FINISH GRADE & WATER AT THE AAND USE FILL AS REQUIRED.TER MAIN. -�TAfI NAIL TAIL_ N/F
C1 N3446'16" 182.91 1613'13" 648.27 183.52 92.38 ��� 1MWAJSY
7ML ONSLOW COUNTY HOSPITAL AUTHORITY D.B. __ PARK
4. THIS SITE R SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE WITHOUT THE OWNER OR HIS REPRESENTATIVE'S NG THE AL. L�-TML TML-� VACANT LOT SIT
5. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFlLL MATERIALS.
6. AN EROSION CONTROL PLAN IS REQUIRED FOR THIS SITE AS PER THE CITY OF JACKSONVILLE'S ENGINEERING - STORMWATER DIVISION. ALL DISTURBED AREAS WILL BE ��� _�H'ANL TML��
STABILIZED WITHIN 15 WORKING DAYS OF THE COMPLETION OF ANY PHASE OF GRADING. ALL SEDIMENT MUST REMAIN ON SITE THROUGHOUT THE CONSTRUCTION PROCESS. �7- L ZONED B-1 •�
1-8 �� TA4L NE7. ALL STORM WATER HANDLING FACWTIES SHALL BE CONSTRUCTED IN ACCORDANCE MATH N.C.D.N.R. STANDARDS AND SPECIFICATIONS. _� �� N 4349-X.8 1 TAIL TML __ _� � WA8. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T. STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS.9. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. ��47.a7 L��11 _TML PP '4
10. MAXIMUM BUILDING HEIGHT IS LESS THAN 50' TA,iL_ t_ .b - ti
11 AS THIS LL POWER
TE IS DEVELOPED, ALL PRIOR TO POWER
LINES, ENVIRONMENTAL ETC.
THATARE REQUIREMENTS SHALL BE MET. lA1l TINL_ 47.80 AC E TA/L �� 1�1L TA4L ,
12. ALL POWER POLES, POWER LINES, ETC. THAT ARE TO BE RELOCATED TO ACCOMMODATE PROPOSED CONSTRUCTION, THE CONTRACTOR IS TO COORDINATE N'ITFt POWER �� I DS 170 PR OGESSR/W �+L
13. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. TA1L-� __ TML TML HNv=4a ' +a7.10 KSONVILLEz_HAo•E VELOC KV LINE LPP 1 7UL TML TAfI _
14. NATURAL GAS IS NOT AVAILABLE AT THIS SITE. THERE ARE EXISTING GAS LINES ON THE NORTHERN SIDE OF WESTERN BLVD. & THE SOUTHERN SIDE OF GUM BRANCH RD. TML +47.96 S3235• 230 TML-� _TAIL 15, ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). T761L- ,�wyF a y 294.88•
h w. wv
16. THERE ARE EXISITNG UTILITY, DRAINAGE AND VEHICLE ACCESS EASEMENTS ON THIS SITE PUBLIC . TML w >� �� (PUBLIC) TA•IL��TM VICINITY SKETCH
17. ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT. ) / TI�IL_TML_ +a71 L_�IAtL NOT TO SCALE
18. ALL EXTERIOR LIGHTING SHALL BE POSITIONED AS TO NOT ADVERSELY AFFECT ROADWAY TRAFFIC OR ADJACENT PROPERTIES. E + / TML WINE
19. THIS PROPERTY IS IN FLOOD ZONE X, WHICH IS OUTSIDE THE 100-YEAR FLOOD PLAIN, ACCORDING �� TAIL l�TM EIS
TO FEMA MAP 370178-4378 J, EFFECTIVE DATE NOVEMBER 3, 2005.
20. THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN. E / `3 46.40 TML�7A4t/ L��TML I
21. VERTICAL DATUM BASED ON NGVD 29.
22. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND SEWER MAINS. _�� L 7 09 NAIL PP 4 LEGEND:
+4"2_ L EIS = EXISTING IRON STAKE
23. AREAS NOTED FOR TRAILS AND GREEN WAYS AND/OR REQUIRED SIDEWALKS SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 10 FOOT ABOVE GRADE __ -� +45 3 pp E �7AIL I ` SIS = SET IRON STAKE
(OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES OR ANY OTHER OBSTRUCTIONS SHALL 8E REMOVED AND/OR -� TA1L� 14 EIP = EXISTING IRON PIPE
RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN THIS CLEARANCE AND SIDEWALKS SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF +47. t� 5 1 ---1-aT E TA•1 8 TML ECM = EXISITNG CONCRETE MONUMENT "
A FINAL CERTIFICATE OF OCCUPANCY. d+ t� Pis TAIL
o I 9, DRAINAGE AREA I �1M1� cc = CONTROL CORNER 4 '
24. PROPOSED SIDEWALK TO BE 5' IN WIDTH. p f TML TML EPK = EXISTING PK NAIL
25. TRAFFIC FLOW PATTERNS AND STOP CONDITIONS ARE TO BE PAINTED. �y +j�.qt �' w" "w °°` e° e w =• "' w "" I TA•1 1
//' Z _ s_} 79 F _1Ml SPK = SET PK NAIL
26. ALL SIGNS AND ROADWAY MARKINGS (TRAFFIC CONTROL DEVICES) MUST BE IN ACCORDANCE WITH THE (MUTCD) AND THE CITY OF JACKSONVILLE'S CODES AND ORDINANCES. �� /$ 45- _ _ 9 - k E I END= EXISTING NAIL
27. ALL STOP SIGNS WILL BE R1-1, 30" NIGH INTENSITY PRISMATIC. SIGNS SHOULD BE MOUNTED USING A '� \ /N �44� - --� as.ee "' '° _ E q I TAfI�� (BM)= BENCHMARK
U-CHANNEL POST. MOUNTING HEIGHT IS 7' TO THE BOTTOM OF THE SIGN. `�Y / _ _ 44 4 _ 8 \4 � w -ppZ.� E- L��� (L e CENTERLINE
28. ALL PROPOSED CURB & GUTTER WITHIN RIGHT OF WAY TO MATCH EXISTING. ALL CURB & GUTTER WITHIN SITE TO BE 24". \ �'45- -� _ 7 '��.,-� _ �' R/W = RIGHT OF WAY
29. THE EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH BANKS ARE DISTURBED, THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER SIDE SLOPES \ / tab 4s +�45\I*_ - '2-4 �� _ 7'00 'w '+ E ` EOP = EDGE M PAVEMENT
AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. \ / �+ 4-Ljn/7Cy�= `.F7 E MBL = MINIMUM BUILDING LINE
30. THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION IN THE MONTHLY STORM WATER FEE THAT WILL BE ASSOCIATED WITH THIS DEVELOPEMENT. 1/1 as.2 - _� -�� 44� ag7.74EBOC = BACK OF CURB
TO QUALIFY FOR A FEE CREDIT, THE OWNER WALL NEED TO PROVIDE THE CITY ENGINEERING DIVISION UPON COMPLETION OF THE PROJECT A COMPLETED CREDIT APPLICATION X. IIOU ` � � 4S �� CO = SANITARY SEWER CLEAN-OUT
ACCOMPANIED BY A COPY OF THE STATE-ISSUED STORMWATER PERMIT AS WELL AS, A COPY OF THE SITE PLANS. /� DDEETTEN0TION POND I 2 WM = WATER METER31. ALL STOP BARS SHALL BE LOCATED 4' BEHIND PEDESTRIAN CROSSWALKS. / \ N/F 4 . 5.0 w Ti5•98 4�6i 2 1 �43 PP = POWER POLE
/ DAVID M. & HEATHER CHOATE 'I '''111 a \\ \ > -�.s5� �-4 - .01 LP = LIGHT POLE
D.B.2602 P.135 1 I m �\ \ / \ \ '02 PT = POWER POLE WITH TRANSFORMER
/ \ M.8.50 P. 58 48.,V +46-97 +'485� 'n / a5� - SL= SECURITY LIGHT
\ / KITCHENS & LIGHTING DESIGNS UNUMI U I $ �_� q6 GGGIWWWWWN' = GUY WIRE
\ / � 1 �/ as.so� 47-�Q CB = CATCH BASIN
PRE-CONSTRUCTION NOTES: ZONED a-1 Jf w ` �_ O'
SSM
1. ALL CONSTRUCTION MUST BE COMPLETED IN H48.77 / \ I I lll1 47-.I '�-•� \ (/ /- �� 49 W �'F 7.25 DI = DROP INLET
ACCORDANCE WITH THE CITY OF JACKSONVILLE \ INV-36.81\ � / � _ 1� ��t14.73� � � / �/ � ��So CD � JB = JUNCTION BOX
MANUAL OF SPECIFICATIONS, STANDARDS, \ / \ A/ w / \ RCP = REINFORCED CONCRETE PIPE
AND DESIGN MSSD . A COPY OF THIS MANUAL J I p I I +ae.9 \ / // 55 9 93 INV = INVERT
IS AVALLIBLE IN THE PUBLIC SERVICES ` \ \\ / / - ' / e 1 4 \�_ 2 `
DEPARTMENT AT JACKSONVILLE CITY HALL. \ / t in !
\ / S III�'�n A° ;O \ +a8 a5 4 .e I o. 3�+15�,454 s3 y�Q FES = FLARED END SECTION (PIPE)
7 / / / ,(/}4 03 ;M I � --53 �/7n SF = SQUARE FEET
2. PRIOR TO COMMENCING CONSTRUCTION THE \ / jij N �52 Y _� AC. = WATACRER
CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION \ / 8 +06.46 -t46.6a +ants 4 / � /5p� zsa I)dtn= WATER VALVE
CONFERENCE WITH THE CITY OF JACKSONVILLE \ \ / +46. t I ,r J t4 - jq Dory= IRRIGATION VALVE
AT CITY HALL / \$, \ , Z \ 1 , '\"\ /48485t- FOC = FIBER OPTIC CABLE BOX
r C \ = TELEPHONE BOX
3. THIS DEVELOPMENT QUALIFIES AS A TIER 1, PROJECT IN w '4m / / / a 40 r \ 11� \ ^ TUB = TRAFFIC LIGHT BOX
0 0 \! G ♦. + 4,ry / t47.37 e + .55 -�
ACCORDANCE WITH THE SEWER ALLOCATION POLICY. A $.� / 0�
SEWER ALLOCATION REQUEST FORM MUST BE SUBMITTED taw" \ \ .00 AI9 - .19 I/ / NITS = NOT TO SCALE
TO MICHAEL MOORS IN THE PUBLIC SERVICES ENGINEERING \ EXts EI.oJ`ga9' ��/ + 8.0s +50 a 4 MW = MONITORING WELL
DEPARTMENT. A COPY OF THE SEWER ALLOCATION POLICY w EF' / ygif N 4226'48" W 93.74' g5 SSMH = SANITARY SEWER MANHOLE
AND THE SEWER ALLOCATION REQUEST FORM ARE o,A \ / / \ 7' � D&UE - DRAINAGE & UTILITY EASEMENT
/ 41.62 � +46.52 1 } �/ DU&AE = DRAINAGE, UTILITY, & ACCESS EASEMENT
AVAILABLE ON THE CITY OF JACKSONVILLE WEBSITE AT vo \ / �- / /ter"41* a 11„ 46.72
WWW.CI.JACKSON.VII L cc Nr US AND ARE LOCATED IN THE < \ \ \ +48. .-•K46!07 � D.B., PG.- DEED BOOK, PAGE
ENGINEERING AND CONSTRUCTION SECTION UNDER \ �f \ \ \ \ / j �� !T*' "��• +46.95 M.B., PG.- MAP BOOK, PAGE
GOVERNMENT & CITY SERVICES. \\`\ \ � ' 6 a6.e4+z� --UT-- = UNDERGROUND TELEPHONE LINE
\ / j a -TML--= ELECTRIC TRANSMISSION LINE
\ \ / o +a7.90 a I � --E-- = OVERHEAD POWERLINE
. \ \>> \ \ / 49 _ i4S62 ' `+ . u■ -iC�t- = FENCE
/ ''+ -SF- - SILT FENCE
3 /�//44/� / I 46.67 FIRE HYDRANT
.95 + Vl
o� '4 g w ^ 46.67N n �PP = POWER POLE
< + a n TOTAL ACREAGE =139,482.56,S.F80 .17 AC.) \ \ \ / G / Y4-Iy U)Zi '-� a LP - UGHT POLE
TOTAL DISTURBED AREA=103,807.17 S.F(2.38 ACRES)(Nor FOR LANDSCAPE uSEI ` \\\\ \ / 79/4 t46.85 - v[ 3 ^r7-
1N1�+ y /_ 4 I t+Q }46.7/J
\ / O S = SANITARY SEWER MANHOLE
pN� \ rg / / / �//3 ,,// / W J +46.17 t46.62 45.63 mh 4 O
DESIGNF 6'E. 1 )t'}I '. �i� -1 ,t \ ` \ �� \ ,� � \\ \ �4/ / 1 yA� cNw +a6.01 4768 N� I, HC = HANDICAP
2 :2�., .., t, ✓ /
1 her�yr�ettrfy that 1'o'•the'itest qt my ability, this plan has been \ \ \ \\ \ /�+g.e� A5'/ 91 / jF-45 1/t _33 THCPS = HANDICAP PARKING SIGN
prepared Tf occordance with tale latest Cityy of Jacksonville nual of 4a+ /� a5' pr• i / Ma CITY B. JACKSONVILLE
Spe cottons arrC'Standa. D -ils and Cjty Code: \\ �. \ / /iAn"/ ��/ }/ate // // n0 D.&m1 .ACT I 001 ) N/F = HANDICAP PARKING SPACE
Al 4S 1 j / j/ 'a O� M.B.61 P. 89 CITY OF JACKSONVILLE.1001
It O• 11 D.8.1415 P.1001
1 \ / / -�A /� // / Z•• 6.45 ACRES M.B.51TRACT
P. Bg HANDICAP RAMP
P"r- a 9 Title. \'o \\ \ APPARENTBOX •48 / %J /�� to ' //j- j w
9 ••••0' (( a ration Number: 18148 \ 4p 4a +44.86., / // +46.53 STOP
+4a.8a ioiNeo 13 of PAINTED STOP BAR
71!171111:1 Nit INV�40. 0.91/ ?P /
e a5�i / / I +46.12 I = STOP SIGN
OWNER'S/DEVELOPERS CERTIFICATION (N < / _�� cµa- �� _• -• .�. •. .. N 4226'48" +46.24 a8.16 �e +46.22 +46A7 �••�•�� = GRADING LIMITS LINE & SILT FENCE LINE
\\l / t 44. 7 T'
wo / 44.W,.,.^ // •�• W 16.09 .. si( a ( .0 �= COMPACT PARKING SPACE
I/We hereby certify that all site construction, drainage and grading will P's .1 +4 . r1 �. / / MIT f1 }46.30 /, �. = PROPOSED TRAFFIC FLOW
be done pursuant to this plan and that the applicable Stormwater o' \ a TOP 46.08 +a6.7 - •� / // / .4 GRAD LI --------- - W / [ 1 w 46.51 = EXISTING TRAFFIC FLOW
® NG S
Management conditions and requirements of the City of Jacksonville, HIV= .91 46t1[y N +q . 45,93�.* ,.,�' // T r ' U -� •sue= STEEL BOLLARD WITH CONCRETE FILL
+a6. t .:_. .�. .r.. 77-. r,.� r,.,� 7.� 7. 95 U e Q
the State of North Carolina and the Federal Government and its \\ �f f � ' MS ¢ W INT. 000 = INTERIOR LANDSCAPING
agencies are hereby made part of his plan. %jam\\\GCB\- 36 - / / / / 4 '/ j / j/�//� - SIS }45.84 +�I 1 EXT. 000 = EXTERIOR LANDSCAPING
CBP 46.03 0 \ 45 \ .r / �/ / / / �/ ,,� Lp� �/ / .'.'� ^I a ,r -7. +17.47 = EXISTING SPOT ELEVATION
Signature:
m INV 8 436 q6� Q r$9 / // y// // '// , //' //// / �/ / a6;� - 7 +46.30 ti1'�/ j.' 1 r WII ,t •, ,I
Title: Date: . 46.38\ �'�r �/� �/ ' .// // ///✓/ j , /� / � //� / 6 //�• LL +45. a '. . .1 9 Q4 j'�. ... I 0.00 = PROPOSED GRADE
\ -.A L0
a Z BCS-OAO = BACK CORNERS OF SLAB
�� / /� .� �� as • .' . . .'.'I TC-0.00 = PROPOSED GRADE AT TOP OF CURB
EROSION CONTROL NOTE '- y OS 488 +46.19
+ash \ j.�•:.'.:,•...,•:..1 I':'. 45,82, .',. . ,. . .. . .. .I TW-0.00 = PROPOSED GRADE AT TOP OF WALK
THE EXISTING DRAINAGE SYSTEM IS TO BE PROTECTED FROM THE EFFECTS OF SEDIMENT 4. `W �. i ' • . /44
+45.65 rr 45.26 . >- .� a• -s = DRAINAGE BREAK LINE
5.63
BEFORE AND DURING THE INSTALLATION OF THE PROPOSED STORM DRAINAGE SYSTEM. � 7a N% U ���' •.'� �.
PROTECTION SHALL INCLUDE BUT NOT BE LIMITED T0: o 5 �� �� �� �� /
I r n / , . ':' •:'.: :':' :' ./ �" I, • '� = DOUBLE CONCRETE BLOCK FILTER
1- INSTALLATION OF SILT FENCE AT SPECIFIED LOCATIONS SHOWN HEREON; /. . ,• '� �. .�' '
N/F c a;.: .` Z yi' �.' '•� = DROP INLET
PROTECT STORM WATER POND FROM SEDIMENT UNTIL ENTIRE DRAINAGE AREA �f. tD -� g :' "
,
C.
IS STABILIZED. MORGANS FUNERAL HOME, INC. �� .... .:... .: . '::: . ��
LOT 48, PARKWAY INVESTORS, LLC n r 7 q �� - :_ �� 46.06 ��149 '.'.. ,•.. ,•.. .', '•� 1�/. .. ' ' I .
D.B.2297 P.759 � � ✓ �R I 4 . / 45.112, •F,45:67• ••'� .' = CURB INLET
2- INSTALLATION OF CONSTRUCTION ENTRANCE; M.8.46 P. 203 s�G� /" I \ q6 u+"w� �� � /. / 8 1 .', I �
MORGANS FUNERAL HOME �� / ��u _ �� �� � •'/ whou.� CURB BUDDY (CURB INLET PROTECTION)
3- INSTALLATION OF DOUBLE-CONCRETE BLOCK FILTERS AT ALL PROPOSED LOCATIONS ZONED B-1 LL v gy - /'JJJ 404 Wetlaand's', aN ' ' 404 Wetlontle. •.
SHOWN HEREON: AND I IN'o. o ,F� �� /� /� /� �/ / / ! 4, '; .� L;, .' .'.• .:.'.':. I / = RIP RAP
/ / _ / / 6/ 1 / _ /_ _ A _ _ _ 50_MBL
4- SEEDING AND ESTABLISHING GROUNDCOVER IN ACCORDANCE WITH VEGETATIVE PLAN. �- I, I 11n \ Ilou+� F ' / L/ / /y. 7 ,C y�%��/ 1I _'�_ _ - - L, - - . '�'- ' - - - :�- - - - - - -
o ' I AJ I� �T ••H �j / 6 / � / /" j�/ j�/ / / /4 64 /"� • .\ I .'. .'.' ••. ,46 •.':..',T'. '✓
5- EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH BANKS = �. \ r 45,44��' // /! / //�'� / // // ��// / /tom• / // .55 ¢ � .', .' - .`•
ARE DISTURBED, THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER SIDE SLOPES I I \ '=1 IN 34.44I // / '� • / / ///// I /// /4/46.�7/�// I // // / / �•..., . 7-'I .'• f� Lr? ��''�`�� � `
AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. 11 I I r 5 /� I y/� /� /� // /� /� / /j .',\ •�qs.{-�� '. 1
.
m
EXISTING DRAINAGE SYSTEM SHALL BE MONITORED DAILY AND NECESSARY ACTIONS WILL \ 46 a; ° 45 " •' 4B. y 'j " " ,,-' "�"• '• '• " " / / t .59 +46.58 . .t 45.63 .' .1 t46.0 .+46,17 t46.25 MAY
BE TAKEN IN ORDER TO PROTECT THE SYSTEM. .8 t w +46.21 I I GRA 1tjG LIM TS I✓� 4 Z4 '\' _ I
I '� 1 S1IN}C .WATER LINE APPROXIMA- LOCAIION��.', ' ' ' _
I '^ I. L•-}- \ ' . 8' S WIN 11C L�-��' T'. •'� . . B• STNFET LAWN LINE -
I SIS •-I,,,. =.iT� I LLED IA i� �4 '48'W 4®4. -�- 0 63 9S 79.' SIS ...,;�•�47w ww-w-=►rn ,w+rwe w w. s wi w we w w ;h IJ _
CONSTRUCTION SEQUENCE
19p pp•� ..
,: ..-..:
1. OBTAIN PLAN APPROVAL. �� �� - � .'
EXISTING
SSMH
2. SCHEDULE PRE-CONSTRUCTION CONFERENCE WITH CITY OF JACKSON VILLE EROSION HANDICAP RAMPS RADIN¢'[IMITS SSMN SEINER 2`50•CONSTRUCTIOtl •• I N42R8'48"W 713.33' 24':50'CON37RUC710N �• 1GP=48.30 CURB CUT o-=SSM" GRADING LIMITS / TOP=47.87 8
CONTROL AND STORMWATER INSPECTORS [phone]. OWNER OR OWNER'S /� Tpp�$7,1g �--SERVICE ENTRANCE ��//�� p •ry d'� ENTRANCE MV�J8.33 0.=46.88 �47�J INV=37.74
REPRESENTATIVE SHALL BE PRESENT AT THAT MEETING. NV=:N.�(rVERI EXISTING 8' SE E APPROXIMATE .QCATON) NE)i, - L•\ON I HER_WAY
I 60' W PUBLIC "� wL °..
3. INSTALL THE CONSTRUCTION ENTRANCES, ALL SILT FENCES AND TEMPORARY ) DRAINAGE AREA -0 DRAINAGE AREA
SEDIMENT TRAP (DETENTION POND) WITH AN INLET & OUTLET BEFORE BEGINNING 4J I 47
GENERAL CLEARING.
��. � -�r'r66 �.5� � �•y .37� � �.2r- � � .91� �• �73s � �58� � �38- •'45.61 � � �.6ra� � �90� �/' .20� � �'.'48� � �47.75
4. CONSTRUCT ALL SITE IMPROVEMENTS. 1 dII� 47 /4751 �_ DRAINAGE AREA SUPPLEMENT 1
5. MAINTAIN STRUCTURES DURING CONSTRUCTION. N/F I I I�7V Y N N/F
SAFEGEN II, U.C. //1 I ' /F FOR
6. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. LOT 1, PARKWAY INVESTORS, LLC sip NOLAND PROPERTIES, INC. NOTE: I CITY OF JACKSONVILLE MILLER-MOTTE COLLEGE FACILITY
D.B.1892 P.373 TRACT I D.B.1415 P.1001
M.B 41 P. 231 SL. K-1178 I I D.B.2426 P.140 FOR CLARITY - GRADING LIMIT LINE TRACT 11 AT
7. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN I I, M.8.48 P. 69 M.B.51 P. 89
STABILIZED. JACKSONVILLE BUILDERS SUPPLY II II j I IN VACANT LOT $L SILT FENCE ARE SAME LINE - SILT FENCE VACANT LOT TRACT I JACKSONVILLE BUSINESS PARK
ZONED B-1 ZONED B-1
MAINTENANCE PLAN I \}J I I ENDS WHERE EVER IT COMES IN CONTACT PREPARED FOR
i- ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED !' I I I' � WITH EXISTING CURBING. SITE ADDRESS. RAY DEVELOPMENT AND CONSULTING., LLC
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC `
RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. ANY NEEDED ^ 105 NEW FRONTIER WAY
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED. PREPARED BY
2- SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES !tee JOHN L. PIERCE & ASSOCIATES, P.A.
WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS CITY OF JACKSONVILLE N.C. NORTH CAROLINA LICENSE No. C-1888
3- SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN Crystal Coast Engineering, P.A. DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY P.O. BOX 128 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN JACKSONVILLE, NC 28541
FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. CIVIL and Environmental Consulting Engineers HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE,,, 0 910-938-5200 PHONE: [phone] DATE: APRIL 1, 2011
CLEARLY INDICATED; THAT THE RATIO OF PRECISION" ( , r7 qiG SCALE: 1I'= 40' F.B. 826 PG.11
David K. Newsom, PE AS CALCULATED IS 1:10,000t; WITNESS MY
4- ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, '� / %•�_ JOB # 2011-12729 Email: (Larry) draftp40)1pno.com
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE John R. Freshwater, PE ORIGIN L SIGNATURE, UCENSURE NUMBER AND DEVELOPER
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 3817-3 FREEDOM WAY, HUBERT, N.C. 28539 THIS DAY OF -"41L 20U r�r ti9�, f7 RAY DEVELOPMENT AND CONSULTING, LLC
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