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GENERAL NOTES: } -
--1 2" WEEP HOLES Q Q \/ A O
F„4 Z Y--------_1 1 USE CLASS "B" CONCRETE THROUGHOUT. Q // 1-' � fil
DH Q O =�_ J1 PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" Z fs 2 U w Qi
r Q m ( I ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. J O�,.� Z g- TRTD 2X4 INTERMEDIATE �( 10" DIA PILE
H Z- =D i I / OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O Cn= /
O + X 12" CENTERS AS DIRECTED BY THE ENGINEER. LU CC z _ AND BOTTOM RAILS r
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Z D m USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
~UaCOC3 i NOTCH AS REQ'D �'
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Z H 'U r.-T1 i / AS SHOWN ON STD. NO. 840.00. cl
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D .1____ _.- _- INSTALL 2 WEEPHOLES AS DIRECTED BY THE ENGINEER. (�1
D D _ H > cn \ 5.5 SPACED ® APPROXR 1'-10 O.C.
•‹ H 1I INSTALL STONE DRAINS OF A MINIMUM OF 1 CUBIC FOOT OF N0. 78M STONE IN A t0 H [�
GO POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. O Cl-p
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= DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) LU
APPROX. GRADE
DIMENSIONS OF BOX & PIPE I CUBIC YARDS DEDUCTIONS FOR �-. �- • ____._� �} \ ISSUED: 31-JULY-06
PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX I ONE PIPE X
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BOTTOM WALL PER TOTAL I //�� / Z i- E -.!
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12" 3'-0" 2'-0" 2'-0" 0.222 0.222 0.592 0.015 0.026
15" 2' 3" 0.648 0.023 0.036 W W REVISIONS
/ 6 �'G' / O Q E B 11.25.07 ADD SPLITTER BOX
_ _„.1 - _- - -
18" _ __ 2'-6" / 0.703 0.033 0.049
3 - -- 6-- -- - - -- -
• 24"' -- I n � II 3,_Or, /� � 0.814 0.059 0.085 � I tU � 12.04.07 PER NCDENR
SHEET 1 OF 1 30" 3 0 2 -0 3 6 0.222 0.222 0.925 0.092 0.127 SHEET 1 OF 1
= ct� Zw (1220.07 REVSECTIO B�
• 840. 14 — - - - - — — 840. 14 w a 0 BOARDWALK SECTION ,
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DEC 1 20p7
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MOREHEAD CITY , CARTERET COUNTY NORTHMA►YBERRY
ROAD TOWN OFCAROLINA
Property Identification Number (PIN) : 63860574680000, 638605076599000 , 638605073670000, 638609072203000, 638609074046000
WATER MANAGEMENT AND EROSION CONTROL PERMITTING
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ABBREVIATIONS
LEGEND
SHEET NO. DESCRIPTION
= ELEVATION P C = POINT OF CURVATURECOVER
ELEV.
A.K.A. =ALSO KNOWN AS
P.I. = POINT OF INTERSECTION ELECTRICAL BOX
APPR. =APPROXIMATE EXIST. & Ex. = EXISTING GENERAL
P.T. = POINT OF TANGENCY SEWER VALVEC-1 NOTES & AERIAL
BLDG. = BUILDING FP&L =FLORIDA POWER&LIGHT ►� 0 SPRINKLER
BM = BENCHMARK FND =FOUND PP = POWER POLE FIRE VALVE
H o ELECTRIC METER C-2 EX ST N'G CONDITIONS PLAN
PROP. = PROPERTY
BOC = BACK OF CURB INV. = INVERT H PLUG VALVE CC
BOW = BACK OF WALK LP = IRON PIPE
PL = PROPERTY LINE * LIGHT POLE C-3 MASTE=F, SITE PLAN
C = CHORD IR = IRON ROD (5/8" DIA. U.O.N.) PUE = PUBLIC UTILITY EASEMENT 0 TEMPORARY BLOV\'C:F p I�n
b ELECTRIC SERVICE POLE C-4 PROPOSED SITE PLAN
CAW = CABLE TELEVISION IRu L = IRON ROD & CAP(IF SET IS STAMPED LEc- RGE = RANGE H GATE VALVE
II'P = IRRIGATION RCP = RE RCED CONCRETE PIPE • UTS SERVICE C_6 UTILITIES PLAN
CB = CATCH BASIN ;J AUTOMATIC AIR RE_EASE VALVE r
CDB = CHORD BEARING J C.C. = JEFFREY C. COONER&ASSOCIATES, INC R/W or ROW= RIGHT-OF-WAY + �� EXISTING SPOT ELEVATION C_6 STORM WATER ATER PLAN
S.S. = SANITARY SEWER FIRE HYDRANT PR !F
CLF =CHAIN LINK FENCE l.l3 = LICENSED BUSINESS EXISTING SIGN
SEC. = SECTION C-7 INFIELD LAYOUT
C.O. = CLEANOUT BSUE = LEE COUNTY UTILITY EASEMENT -.,-y DIRECTION OF RUN-)FF
SHT. = SHEET d(14.70) PROPOSED GRADE
CONC. =CONCRETE MH = MANHOLE C n n SKIN- + n
ST. = STREET FIRE HYDRANT EX PROPOSED SIGN 8 SIGNING"� ` TTVV T LAN
CM = CONCRETE MONUMENT (M) = MEASURED --.-
TELE. =TELEPHONE - CURB INLET(C.I.)
CBS = CONCRETE BLOCK STRUCTURE MES = MITERED END SECTION - E— GUY ANCHOR C-9 EROS ON CONTROL PLAN
TWP =TOWNSHIP
COR. = CORNER MON = MONUMENT ® DROP INLET(C.B. IRR
CMP =CORRUGATED METAL PIPE N.G.V.D. = NATIONAL GEODETIC VERTICAL DAT'�'',`.
TYP =TYPICAL 0 IRRIGATION BOX C-1 0, 11 ) 12 CIVIL PAVING DETAILS
IO
U.O.N. = UNLESS OTHERWISE NOTED a ADS DRAIN BASIN iRR
DDA = DRY DETENTION AREA 0/H =OVERHANG v/ =WITH N IRRIGATION VALVE C_13, 14 WATE I , -TAILS
DE = DRAINAGE EASEMENT OP =OVERHEAD POLE (S SANITARY SEWEF, "."ANHOLE (MHO CATCH BASIN
DIA. = DIAMETER PCP =PERMANENTCONTR: _ DOINT = DELTA ANGLE BACKFLOW PREY-'',TER C 15, 16 SANITARY SEWER DETAILS
DH = DRILL HOLE PG. =PAGE = STAMPING OF CAP OR DISK € CENTERLINE
• BOLLARD o CLEANOUT C-17, C-18 ADDIT OVAL DETAILS
DR. = DRIVE P.R.M. =PERMANENT REFERENCE MONUMENT ` p2 ta0(O
@ CABLE RISER 0 WATER METER F-1 , F-2 FIELD CONSTRUCTION PLAN AND DETAILS itiV
EOP = EDGE OF PAVEMENT (P) =PLAT
ELEC. = ELECTRIC PB =PLAT BOOK 0 CABLE TV BOX 1 FLAG POLE
} ® MAIL BOX ° E LIGHT POLE
* LIGHT POLE
POWER POLE
R CEJ\JE
-ES THAT SHEET 6 = _ NOT INCLUDED IN PERMIT SET DEC 1. 0 2007
BY: 6 Or1 OR

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GENERAL NOTES: :_ ` _` -44
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-: :_`Tr- �_ _F,,k.- ,.-- 'k',4yif d:'t,'} - -- s•+ K:i{pri \/O W F"+O -
il. :y: «.{'i rv�-Ci _ "_ �`F^' 1_.. .. :u2>�i.,SE }'.;, ys,I .y i_ 1 -' O O 0...
:,2x 1 :,N, x,.. - - - - ,,,-;-_ - ••.';, ,k -_`q'i 'stir`,y L O I C _'
+,,,,," ,,,,: iy `. }.: -i: "4-,-- "- ,,,,-;-it
' `*i�*,fn'y:-"�'�;vi, - O O ^I
1. ALL FITTING ANDz-,,' #- o 0 VALVE LOCATIONS TO ,a -a` =' 4 BE APPROVED IN THE FIELD BY THE E �;' r - ,. �" '�°"�: :ram."=:,- � o
ENGINEER. ALL FITTINGS AND VALVES ,�» =< �= - ��:'.��>'-�_� x .�.;.:„ %�' oo d o
p t.. "- , '�cy'',+ce;a ..L•_a..: �,..,�" - is - O \
SHALL BE RESTRAINED. � -=�:'� �; z���r =�= ^-»'�# �;. /�' 09 0�
�p� Y \
ALL FO
RCEMAIN FITTINGS 8" AND SMALLER SHALL BE PVC C900. ALL FORCEMAIN FITTINGS ..';`��"'�'x:r° - - ,� "
LARGER THAN 8" SHALL BE DIP AND �, `x, ,r.4, :o�='>; < , ,, r/ . /, \\\
HAVE A FACTORY APPLIED INTERNAL FUSION BONDED EPDXY COATING _ _ .� 7<, _ .� '.,����' Y+a.t ,, ..� �•'ti :�•` , �\\\
TO A :. ,a ', ;r c . '� /n 1\\
MINIMUM OF 20 MIL THICKNESS. - _ f " _ rfi* ` ` >x > "'I""1'>,".:`Ryi•,n'�l„' ``v�a1<i'�':,' -' .,' a'M'Se h,p3"�y -,,,,,': 1` ''
a-:a,a'a .�i+t " - t .5.•. _ 'i,.?�Y„'� - __ - - '�" W.,Y-S. t'a:: } '{YjM� `h•: �'
, f} 1- '4+s • e '�'�}4-2' -Aic: �: 5i.-r'T y :�`,' k M•+.4 � .S, 4'•, y' �I"'s�', '^•
_ n,lsw •-Se 2s Hi' ". `3 `.+""4.'»ti+--` '.. 2,- - S)v '✓�''1,P,Y`..' y-'"..,,, ,k °
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THE2. LOCATION ,"`' `
ti.N \ /
OF EXISTING , ,�'�,
UTILITIES ' r;> �{� - �% r`--��-- •-
HAS BEEN �,. �- '�. \ /
PREPARED
FROM THE - - °.�'"=?•
MOST RE
LIABLE FOR ,, ittl.,,,,,,,,
°MATZO �" ,N AVAILABLE ,-
- -. �:
a'
THE ENGINEER. .� ` '� �. ' L THE INFORMATION ISg' ' ' _ . ..NOT G :�•_ :�, >>--GUARANTEED, THEREFORE .� - - .�. ",` � . /THE CONTRACTOR - -: �`SHALL >� -
VER F - ,
VERIFY THE -
-
LO LOCATION •r _ � -
AND ELEVATION
, -
:
OF ALL UTILITIES ��� .IN THErJ' { sP,.� _FIELD PRIOR TO \ ;� - �� ��,THE START OF ANY CONSTRUCTION = ---
ACTIVITIES. �- 4 ��-- .�
- xru..v.. v
3, THE : ..;=!'
Ja_
CONTRACTOR SHALL :- _. .,. _ •-W NOTIFY ALL UTILITYx' `�-`.•.�: ,' .. 3.
COMPANI "�.�: >� •,� •>� ' - -
ES IN THE ,': 'a: - `.�� � `;...
AREA 48 HOURS al: r�
MINIMUM P _ •
RI
OR TO �-- ��� -
THE START ';', e�. - - - -
"• E
J:0 s -
F CON T �t.~ < - ��
S RUCTI ';m w
ON AN
D SH � _
ALL HA -
LL S - -
ERVI .�,rES UT
S EL �r"� -
EC W
ATER C ��:
ABLE _ �K �'( SANITARY SEWER I .��^< ,i�- ,`t. _ � fry -
RRIGATION •'a +ti �.
AND FORCE MAIN & ANY OTHERS) - � .,,". � �' =s`•P - '�' s^LOCATED AND �, -�,� - - 111 w ,
FLAGGED PRIOR TO ANY EXCAVATION. <.�-~=�� � f��, - - -
VATI ON. r ',, .._ ir►
4. THE CONTRACTOR ISL�RESPONSIBLE FOR REPAIRING « - '''': N 0
E AIRING ALL UTILITY ,k P -
LINES AND SERVICES DAMAGED '-�'�`�°" :{.^..r*K - - .� -- - !\DURING .: '. 't `� _ >` _;�..���;= - _
CONSTRUCTION, INCLUDING IRRIGATION LINES AND SERVICES. �_�'= �� _
�A
THE APPROPRIATE UTILITY •. ', n 11
SHALL BE NOTIFIED :`�`` .e .:,`�aA � �:� �` a lu
Ms� - 9w:r
nnn OF ALL °;� '.,...;�'`,.. .,, '- ,.:? - - -
; � y:� ,, o-
DAMAGED LINES PRIOR TO REPAIR. ALL NECESSARY REPAIRS SHALL BE PERFORMED IMMEDIATELY UPON DAMAGE OF "` " ; _
THE LINE. :: --
5. ALL DRIVEWAYS, LANDSCAPING, SIGNS, GRASS, ETC. SHALL BE RESTORED TO A CONDITION EQUIVALENT TO PRE
=x w ";:r, :. .,. g r,' o o d i- a
CONSTRUCTION CONDITION UNLESS OTHERWISE APPROVED BY THE ENGINEER AND CITY. - - _ F ~X p}'
-_f• lxx4'i '+ C�i
O'OUN+y'UCi
U;0-'15-2
d6. ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD). fi„4,.r a N a a
7. THE CONTRACTOR IS REQUIRED TO OBTAIN WRITTEN APPROVAL FROM THE ENGINEER FOR ANY DEVIATIONS FROM ; -__ ` y 'y~'.,'Z„:;' ,
THE PLANS AND/OR SPECIFICATIONS 3 t, __: _ _ A. >' ^ :,>.' a �a o_ `
-«.rt'ctiF^`` '-�"--T'rt:-:` '� - - • -- - „v5 x;w' 2 '- U++-5 d .- O 2
8. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF �Yi,� �: i_LU w o o ., - c ��� � c�, L
CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY REQUIRED PLAN DEVIATIONS. :
K e5-' i..=.,C", -4„ tr:4 r�", 41T , "LLD C� 0 L 0 m m`O O c U m•N
%'f a't-:=. ,:;,yam`; . t` -'_ - - `' • ' 't.rdt: :;,. ,+,_- (n t- O O N 1- .C U av 7
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE DEWATERING PERMIT FROM THE SOUTH _ u fs '
s _x cur. '` r . .'\
NORTH CAROLINA WATER MANAGEMENT DISTRICT. THE CONTRACTOR SHALL INSTALL, ADJUST AND MAINTAIN EROSION �= ��W`_v,- :?s ,K1�;;,�,�, � y� " - =�'..,, �,
CONTROL DEVICES AS NECESSARY TO PREVENT TURBID DISCHARGE RESULTING IN AGENCY VIOLATION. `:ei _ ": ,,;;<f +� r d q a�
e .1- �„il_ - _ {`". �L."V, u. ,kt y;iiF,i:\,�k iu `,, > ,. ,�
,yy�. ,�,w r^ 0
..d.°y`i„i✓ '_` -'�` x{: ice"-e:f r"i�>''; ;,.,7 4-,C4.. ;_`+. : �,^',- ,'V 1. '' V, h 00 cl O
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING STREETS a, . f ._ -.-_ ;s4 "t , , , '' , R < , r N �r r�
ADJACENT TO THE PROJECT AREA. ALL TRAFFIC MAINTENANCE CONTROL SHALL BE IN ACCORDANCE WITH THEN f
__ . ;`fi;:;':!=- 's,),;4 `4,'1, :';:r;: •`.- -';c,":',' f",`''=„, `,r;': `,:f'•",,,:.t`'ao'' ,-4,,t...,'n s-, Ct N Q a'�i
cct
NORTH CAROLINA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, �':„- _ _ . '`. - 4 W ti o
MAINTENANCE, AND UTILITY OPERATIONS. • • •
:M'
"rt-`- .,s,.,o-..._ , .'`t.. `,n Y "• •�> T „-•pry` '- °sr O E"
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11. ALL UTILITY CONNECTIONS SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE AGENCY HAVING Gam_ �T _ ,--''=x `J
JURISDICTION OF EACH UTILITY LINE
12, THE UNDERGROUND CONTRACTOR SHALL MINIMIZE THE WORK AREA AND WIDTH OF TRENCHES TO AVOID
`ttl_; "'�• . y rpK rvrj' : N
DISTURBANCES OF NATURAL VEGETATION. SPOIL FROM TRENCHES SHALL BE PLACED ONLY ON PREVIOUSLY CLEARED may,,. rry ' ,l?4„ , 411 N
cl
AREAS OR AS DIRECTED BY THE ENGINEER OR CITY. THE CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY TREES
` : ':'' - ' 04
OR SHRUBS WITHOUT PRIOR APPROVAL FROM THE ENGINEER. _ _7: ,, „6, ;;.
''' °- t of - ci }V�o
1 ALL PROPOSED PRESSURE PIPING SHALL BE C900, DR18 PVC CLASS 150 UNLESS OTHERWISE SHOWN ON THESE „ . ttzI^a..< s „ =, o
PLANS. ALL GRAVITY SANITARY SEWER MAIN SHALL BE SDR-26 PVC UNLESS OTHERWISE SHOWN ON THESE PLANS. �y
14. FITTINGS SHALL BE USED TO MAINTAIN PLAN ALIGNMENT OF PROPOSED UTILITIES. DEVIATIONS FROM PLAN 41:6,m t ,-,J 3 ,; x fµ j "
ALIGNMENT SHALL NOT BE MORE THAN 12". THE CONTRACTOR SHALL PREPARE RECORD DRAWINGS OF ALL FITTINGS, ,y ;. ,.: z r v,VALVES AND OTHER APPURTENANCES NOT SHOWN ON THIS PLAN :+`_ t_r_�'in,..4:',a's'. +'.` n '�P:'',-.'v E-: e' y " s. m, CCU15. THE MINIMUM COVER REQUIREMENT FOR THE PROPOSED UTILITIES SHALL BE MEASURED FROM FINISHED GRADES. - - _ «> x` � ti x,.Y�V n` r'xY p �IT IS THE CONTRACTORS RESPONSIBILITY TO INSURE MINIMUM COVER REGARDLESS OF EXISTING GRADE. PERIODIC , . " v4 n p „'^ `CHECKS FOR MINIMUM GRADE SHALL BE MADE BY THE ENGINEER AND CITY. _ -•`� `• ' 'i''- ti,`': ''i ';':, '1 a .' '''5i, '' , .e ,A:4,,,,
r':16. THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER AND CITY PRIOR TO THE _u � ! &- � �:' " ,�:w_ ' i ° .;
FOLLOWING ACTIVITIES:
A. COMMENCEMENT OF CONSTRUCTION - • am'. q' ° . j ,, "�t
B. CHANGES TO APPROVED SCHEDULES 14 ..C. CONNECTION TO EXISTING UTILITY D. THRUST BLOCK INSPECTION - _ .:•. ._,�` ti-''D ^"
41
E. UTILITY MAIN PRESSURE TESTING F. TRENCH AND BACK FILL COMPACTING AND TESTING -;,-
G. CURB INSTALLATION SYSTEMS H. SUBBASE, BASE AND PAVING OPERATIONS _ '' =` 'tca
J. FINAL INSPECTION I. WATER MAIN FLUSHING, CHLORINATING AND BACTERIOLOGICAL TESTING rva...
,:,'L' :y ':, ;
1. ar �,, am -,:a,:,-
17. ALL DISTURBED ASPHALT PAVED ROADWAY AREAS SHALL BE RESTORED IN ACCORDANCE WITH NORTH CAROLINA
^` �.
DOT RESTORATION DETAILS AND NORTH CAROLINA DOT RIGHT OF WAY UTILIZATION REGULATIONS, ,
18. ALL DISTURBED CONCRETE ROADWAY AREAS SHALL BE RESTORED IN ACCORDANCE WITH NORTH CAROLINA DOT
RESTORATION DETAILS AND NORTH CAROLINA DOT RIGHT OF WAY UTILIZATION REGULATIONS. .:, ;;
•
_ F°
ALL
19. SITEIMPROVEMENTS SHOWN HEREON ARE APPROXIMATE IN LOCATION AND DIMENSION; CONTRACTOR TO VERIFY ;I`'-.�y> x
ALL RMATION IN THE FIELD AND ADVISE THE ENGINEER OR OWNER IF EXISTING CONDITIONS ARE DIFFERENT THAN ,; ; ,Axe12.1 e
SHOWN AND PRECLUDE PROPOSED CONSTRUCTION. ..`' '
20. CONTRACTOR SHALL FURNISH THE REQUIRED SETS OF AS-BUILT DRAWINGS TO THE ENGINEER AND OWNER AT THE _ ,=
V1
END OF CONSTRUCTION IN ACCORDANCE WITH THE INSTRUCTIONS TO BIDDERS.3 i « Ry I•
r ,; r
21. ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH CLEAN FILL. -
22. CONTRACTOR SHALL CONSTRUCT WATER & SEWER FACILITIES IN ACCORDANCE WITH THE STANDARDS & ,-,, j,{ " ; ."
SPECIFICATIONS OF THE TOWN OF MOREHEAD CITY. «
'- .
23. ALL FRAMES, COVERS, VALVE BOXES, AND METER BOXES SHALL BE ADJUSTED TO FINISHED GRADE UPON _' s' ` -= 1;.
x
COMPLETION OF PAVING OF RELATED CONSTRUCTION. - a" ' ""' O
... ,
24. ANY QUANTITIES SHOWN ON PLANS ARE NOT VERIFIED BY THE TOWN OF MOREHEAD CITY. „< . u, ,' .�;
25. ACCEPTANCE OF THE COMPLETED WATER & SEWER SYSTEM WILL NOT BE GIVEN UNT1L ONE SET OF BLUE-LINE `•••''=' -=1;,: '.'• , V1l
�Va,`'"_c`;,'. r`=w .moo .I 1" 1
AS BUILT PLANS SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, AND ONE SET OF _.. . . _- " '
-.. - , T �v
REPRODUCIBLE AS-BUILT PLANS HAVE BEEN SUBMITTED AND APPROVED BY THE OWNER. -� _ .`��� � °". �`."4^: :
Art 3� E-�
26. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR WATER, SEWER, & STORM SEWER FACILITIES. 2, C:r4 CD
,." a'Pa,-a ; r '; :. -;'• -
27. ALL WORK AND MATERIALS WHICH DO NOT CONFORM TO THE SPECIFICATIONS ARE SUBJECT TO REMOVAL AND t ` 14 „ '' '' , : I n
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. x3a„ §! : W
F+'st' yyy:M1>.$+�44,," ' :t„c_ ' 4.Trs'Tr ,<
_ i cy �- --t-.7 S-t-�
28. ANY WORK PERFORMED WITHOUT THE KNOWLEDGE OF MUNICIPALITY'S INSPECTOR OR HIS REPRESENTATIVE `="'- "`"" ' N_ =.
28, IS SUBJECT TO RE-EXCAVATION, REMOVAL AND REPLACEMENT OF SAME TO BE DONE AT THE CONTRACTOR'S = ."` £` - ' -`' .- Emai r,
�� �T..�
EXPENSE, IF THE INSTALLATION IS FOUND TO BE SUB-STANDARD. = 4 �`= '" ��
29. THE CONTRACTOR SHALL PROVIDE ADEQUATE WORKERS, OR STAFF AND EQUIPMENT ON THE JOB AT ALL TIMES _ '•' r =' ' ` >`='w `
DURING CONSTRUCTION TO COMPLY WITH SPECIFICATIONS AND TO COMPLETE WORK. -,' `"'
30, THE TOWN OF MOREHEAD CITY INSPECTION STAFF MAY OBSERVE PROJECT CONSTRUCTION. tea<°'``' "j '_ r` `' - 'z` ,' _ _ w
31. THE CONTRACTOR IS TO UNCOVER ALL EXISTING LINES BEING TIED INTO AND VERIFY GRADES BEFORE ANY OTHER ; tii ' _ ""v.--,.y=" I
CONSTRUCTION. '4. = :y g
32. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UNDERGROUND PIPELINES, TELEPHONE AND ELECTRICWE _ I h`"'1 ET:::]
• F. _ - v,,.i;%"r"<.i, f' �'_.,\:_ -y-4�'. }: r•�._ i= : ".cc- ,a P i
CONDUITS AND STRUCTURES IN ADVANCE OF ANY CONSTRUCTION AND WILL OBSERVE ALL POSSIBLE PRECAUTIONS TO , ryx
AVOID ANY DAMAGE TO SUCH. THE ENGINEER AND/OR OWNER WILL NOT GUARANTEE ANY LOCATIONS AS SHOWN ON ' '. .; a.•, "T - =; /`, __" € '7k„-;;
THESE PLANS OR THOSE OMITTED FROM SAME. --- i'Ti ` ` '. x'R /~^'
33 CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN AND MAKE HIS BID BASED ON THOSE VERIFICATIONS. IF ANY _ _» _ ;' ' :=�°.r'_�, z e:; 4q=x-- z,,,.^- , R-,
.-,,y`)'a '"iti>r ' _ - - - - e '�f- 's-�'e gas
DISCREPANCIES IN QUANTITIESa'r" ;a> ' r` .
IS FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SUCH. s _ ` � __ :, ;:
:^xT,A may'. _ - " .2< - ..N;.: t"'n .$ - k� �1�,_ci4�' _
34, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCOT STANDARDSPE SPECIFICATIONS I; . ":' -° r--`s .: x`,`,".1, ': _ `C CATIONS LATEST EDITION, WITH _. --.' _
APPLICABLE SUPPLEMENTAL SPECIFICATIONS, AND IN ACCORDANCE WITH THE APPLICABLE NCOT STANDARD DRAWING '"F. ;,; y- r� :- ... , =41'}ems
BOOK, LATEST EDITION. " r 4 ': " s .v„. =,, :V - »� s _ _ --"
35. THE CONTRACTOR SHALL COMPLY WITH ALL REGULATORY AND PERMITTING AGENCIES' REQUIREMENTS. § _. .,., � ,y rx" _ .
;;'4<.{3t: x,%; =w}' s ..E-,„ - -,v_N z: x-`C -'' "}.-r:"• 's;. '' `�,;i._ - >ilr `. 2- i:;=^ti - 41.. --- _--:�'' :. ._
36. EXOTICS REMOVAL ALL EXOTICS WILL BE REMOVED FROM THE DEVELOPMENT AREA AS PART OF THIS DEVELOPMENT '. .. -_: .- =:. =. ` <.:::a .' $ ;' I;
;.:.y:` ;'.: _`"W �'x`;;;` _ -,,:, : .- m ate."',_' `="=,'`n" ..'' _ >r•
ORDER. : t. rye=f; ;` _ °
3
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37. ALL STREETS WITHIN THE DEVELOPMENT SHALLBE PRIVATELY OWNED AND MAINTAIN - - y -
. - _ .oral"
,
"off^ -
Sk % _ GENERAL
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REVISIONS
MOREHEAD CITY BASEBALL PARK GRAPHIC SCALE
0 -I ” = 50'
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WETLANDS AREA TO BE 1 ri. 1 ,o ' :0 0 3.0' -1.1
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NV=4.2 I// DBOOK 908 // MARY ANN OAKES
DPAGE 263 \ 4‘ / s- F SITE PLAN
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SIGN AND LANDSCAPING v71
U N =
ts.
:CONCRETE PAVEMENT . . 49:::.:,..-- , • /...:....-.7.-,
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(BY OWNER)
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.,,,,..,...,v,,,,,,.,,,y,,..,,,,,C.01040;;;;; ,,. ..., ,„fs;;,!0. i.T. 1:114. PITCHERS MOUND (SEE FIELD DETAIL)
el,7•;;?2, , (TQ.REMAIN)- ' / •
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'BACKSTOP NETTING _Q-PROT TECT ' 4f?.',..,. .-.. OUT-FIELD GRASS LIMITS . -
GRANDSTAND - '',::,•‘-'-,' ', ;''''..'•", '''',/, ' ''d-; i7''. . •mr,A.,.
DIITURB ONLY
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• NEEDED FOR
4.1 •;- ,:' :..w.v.7';.:. ,,. .„
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HANDICAP ACCESSIBIUTY ,,::::,•.7. 4:f ... .,;.P:Wt 1'3/47.,P ;•.:-:•'--0.0.4% ... 41' •rol
RAMPS TO GRANDSTAND (TYP) \ T•7N - : ..,
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Ismon• pomponmpk INFILTRATION ,...,,, .e• S ••••_ \ 7:
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FUTURE LOCKER o ---- \ ',':.-•: ::. ',' . tot, -ww40P'-' "-'":4,KV.7
40.,,,:., -,,,,,,A,4,,ww.,,,07,;-.,-40-,4•,• •••• --,,,On•34, FENCE ,_,,,-. AREA #2 • or . \ '‘ \ .
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\
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ROOM -71 ' -- - • 577,rwooxoyou04414-p•; •7 •,..0.,y•..••=>•-•07s, NOT-IN-CONTRACT
\ \ \ ,,,,j, .140X,w;.•• . .90,,--..,.4 i*••4,.4,;'' BY OWNER - , ,.
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DUG-OUTS (TYP) p• ••,.'weri;74,4:0,4••••e-t5.-.7:•••;„4-,--; •-• -•; .--,ly ..., „e
''''041;00,10...*... ..:..• • ,' .... --,J.,5- • 4 ...0 ASPHALT
u,t ,„ Is.:440.4:4.0.0.0;40,0000.
pAVEMENT t ,
• 7‘ \ - .
•!:;;. „,..,..:•,,,,00746•1... „.,,1„,,,,,,,7•„'„-- .. A* S ' ': \: •
(3) PARKING SPACES - X‘
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FOR SERVICE OR EMERGENCY VEHICALS •'-',:mft.:."ftigw77,--- - '::''''!:'''''',..:•';'?'..iii RAISED PED CROSSWALK & .:;.- 4' . \ ........... _„,.....
•.
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II GRASSED MOUND SEATING -,,:.-
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-,....., . f'..i;1,::, FIELD LIGHTING . - it- v..., .0
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FUTURE PICNIC SHELTER ',...W.::::•A,,, -k•:::...
t - • \\\\..\\
CONCRETE - • •
FLAG POLE . .
4111!4 ra,,,i Z
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1 FUTURE FENCED PLAYGROUND Ilk ,,, : .0,,'7/ .'.•.1i...-:::,: ,
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, PEDESTRIAN
ACCESS NOT-IN-CONTRACT
P( ROVIDED BY CITY) .. ,..,.,.•:,..-
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000i0.0:0000e_-,'..-,.;•.-7.;_'. .
,.„,.. '. ' -----........,.. ..
OUT-FIELD GRASS.UMITS ri:,. .z.-' ..i' ..) ..7 — .,c,''''' . ) s'''%.... ...'' •.,,. '"
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, FUTURE BULL-PEN
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.--. ....„ \
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NOT-IN-CONTRACT \ .'7,4,-,: ;.7,74::...'..3.='". ;.
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.....-
, -. .... NEW TREE UNE ...'. .T7: \
VEHICLE ACCESS - 44-1,,,..,,,,, ,,,..., \ FIELD MAINTAINANCE GATE ,.1.4.,•. , i.._ ,,,, •••• :tZ'. i . DISTURB ONLY AS NE DT - .
. .
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t . . <2 i FOR CONSTRUCTION, \ CI. ...
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MANNED INFORMATION KIOSK 's,...',- •.:,..11,,,,,/•;:.. yj:,,,. \ .•., --.. -
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, ; W/ PLANTERS It
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TEANRTELA LOCATION-----2\. ^ \ - '04 E*4 :
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t2t :REFUSE CONTAINMENT
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--"----:.-C.,z, ft)G .,;.----i. . \ 0 V\ 1- •/ / r ....*----- , OW) WALK TO TIE TO ROTARY \
-----r..1 .../ _...--- \ ' / --- 25 •„--.,,ck Tp•
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MASTER
SITE PLAN
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GENERAL NOTES:
. ,
,
,
,,
.
1. CONTRACTOR INFORMATION:
N/A
:i2ttio ."‘,
.„,,,.,
2. PROPERTY OWNER -INFORMATION: • .
TOWN OF MOREHEAD CITY ,
706 ARENDELL STREET
,
• .
.. .-4. •..,, 0.3 t.MOREHEAD CITY, NC 28557 \
.„ .
,
[phone]
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.
3. ENGINEER INFORMATION:
• S. cke) sanissovvi7
EDApa: . ,
‘ ',. %.4o010•1111t0
1007 SHEPARD STREET
•.,
MOREHEAD CITY, NC 28557 \ ,
.,.
(252). 247-2127
... im
°I I•f>
. \ji.
CONSTRUCTION NOTES: •.. •, ..
'
, .
1. EXTENSION TO TAP INTO EXISTING 8" WATERMAIN ON NORTH SIDE OF
MAYBERRY LOOP ROAD.
\
.
.
,
,
. ,
aro -ar-3's._
, ,.
2. CONTRACTOR TO FIELD LOCATE AND VERIFY EXISTING .8" TOWN WATER
' '4.• .MAIN PRIOR TO COMMENCING WORK
lie/j11111"141"'... 2
„ o
,
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR To
As
/ tO . ',
EXCAVATION.
\ \
---- ,
,•
.
• CO\ \ .....
•F
•
'-; , .0., 42 Q
4. CONTRACTOR TO COORDINATE EXACT LOCATION OF ALL UTILITIES WITH .
...
NATURE TRAIL *2i:.2, 4, • C''
BUILDING PLAN & TOWN WATER DEPARTAMENT.
\ 2" TYPE SF-95A ASPHALT PAVING
12" STABILIZED SUBGRADE--\ 000. ,,,,,..--K''3''74--- ....-----
4, -'
„... 0 0.,
co >, L.,. 0
c J3 4 2 ta.13 E
5. CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO INSTALLATION. CONCRETE PAVING .
.,-- ' . ..,1; z..C--•-• ,..-.-• c
6" THICK w/COURSE • 0 / -
.
,
' '. ,„,,„ •,:..--c, .).p..,..-._ o „, ,1',' ° s 3,,
6. THRUST BLOCKS REQUIRED AT ALL BENDS IN WATE,RLINE„(SEE WATER AGREGATE (REINFORCED IN ---\ \ /` V ____ , eQ 0 .
• ,, 4_ 0 ,_ ..
- - 0.CD a) W a) ta..g p 9
-- - .---- 1\1). \
,
DETAIL SHEET) ACCORDANCE WITH NCDOT \ \ '
:
:00"-----1 - --.:-. •
STANDARD SPECIFICATION \ -,,,,,... \/ * • • P.T. BOARDWALK
, e \
7. FIRE LINE SHALL HAVE MINIMUM 18" SEPARATION FROM SANITARY BOOK 2006) CONCRETE WALK \ ,00...-- --!___. ----...:---
",......„...t.:/ ;_-- ___ ........ ...----
/, ----... --",-,. \ 0
$i . .,/ w/ LIMITED CLEARING .-,..
SEWER LINE AND HAVE A MINIMUM BURIAL OF 3 FT. OVER 12" STABILIZED 4" THICK
-- ----;-------0,- ---....., \ •\ nit,
\ ,
SUBGRADE- OVER 12" STABILIZED ,, -..-- .\: 0 ', \
. ,
.. ..,,,},..,jo!",,,"--(-2:g!,7 :ye); -.:61}.;715;0 1:;0,:-:0 1:
SUBGRADE . .s, .40 52,„w ff________62.:0,.cg,c1',...----dfum_±.---7.‘,;: ...:7-_-_,,,---,,,v.t.--„4,0„::,•171:.!!!!!!!!! / I \ / ,
' 7'• ‘
\
8. ENTIRE NEW FIRE LINE SHALL HAVE #10 GA COPPER TRACER WIRE
\ • °E.. .-' *----E _---------7;"'*-7:, 00,ei,,,; 0403V-1,4g0-0!,z0,40,044,44*
4.1 - ..-.,--(p.rs --- ,v''•40,,,_„, .a0,4,*,,,,g,e ',,,x,somvi..e,,,,,,4?...:,;. INFILTRATION'
AREA #1 • .
'
ATTACHED ALONG TOP-SIDE OF ENTIRE PIPELINE AND LOOPED UP CONCRETE WALK 'd• • ,
THROUGH GATE VALVE AREAS. 4" THICK , - r- .,,,,,..0,,gogotr"-At; Age,,,,,,'0*-4.0: /
/• _ j •‘
,,, , 0%,;;*PAW7W '4,44N6;31'..4"4*.V,1,9$'
• •
\ ' +4 k•-•„„ ,,i- c 1)4') ., '
OVER 12" STABILIZED . , itvo;',04.00.0•?,,/,',/%•,,,,,,./444,:kftwo,::44.,/,‘ ...,/,'/
8. CONTRACTOR TO ENSURE SEEDED AREAS HAVE BEEN ESTABLISHED. SUBGRADE . 4 , ' ,: - AN trigg,A,A, ,4'I Wra0110,W / /\
S.74E- •E ' '41-1---: \--OE Q Lrl so °
1.-- 0
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PERMANENT SEEDING ONLY. OWNER TO VERIFY SEEDING AND SCHEDULE.
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•
ISSUED: 09-21-06
i DWG BY: CTM, JPM
CKD BY: ZLF, GHE
1 OFT BRIC : %T
��CAuNA Cr�V1R0� REVISIONS
g
� JIANAG��Nt G �� -
w (� — INE MOREH , D CITY BASEBALL PARK ®,v�so o�� ��RQUA =
IN -FIELD LAYOUT Lo \
,
RECEIVED SHEET NO.
GRASSED MOUND N., SCALE = 1 " = 10 DEC 1 0 2007
\.. -n SEATING ` 7
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LEGEND - \ .,/,
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NOTES: `' ti `°�
1 - 9" STRAW WATTLES ALONG THE LIMITS OF
St
CONSTRUCTION OR SILT FENCE AS APPROVED
w
I P INLET PROTECTION I ,
EQUAL. --," cy�,�
9„ STRAW ``� � �� =.�k �d
2 - STRAW BLANKET TO BE INSTALLED ON ALL
WADDLES (TYP - -;'" �'��.* �ZSII�
NEW SLOPE OF 3: 1 OR STEEPER. CE CONSTRUCTION ENTRANCE
/ c
0 <�puunl►tNT�U��,
3 - BLANKETED AREAS TO BE SEEDED. --� -
,i
4 - PAVEMENT WITHIN EXISTING ROW SHALL BE
`�Y
SWEEPED DAILY OR AS REQUIRED DUE TO P PERIMETER BARRIER / 1 P r --- i-, '-'" �� �� ��
<,-, . ,
,
CONSTRUCTION ACTIVITIES. IMI F D T ANCE 9. A �', ''
5 - AN ONSITE TRUCK WASHDOWN' AREA SHALL BE L TS 0 I URB ( 63 C) ' 0 ��,
PROVIDED FOR TRUCKS LEAVING THE SITE. \ _—
1 ,v2.....
6- ALL INLETS AND DRAINAGE BASINS SHALL BE
PROTECTED PER DETAIL 4 ON SHEET C-11. \ = ® t
��►sitto44
a .. "'rlrprmu1°:
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7- CONTACT PERSON RESPONSIBLE FOR O
--�-
MAINTENANCE:RANDY MARTIN, CITY MANAGER ��G� INFILTRATION / =q N ot Xd LMOREHEAD CITY , °° W z°AREA #1' oo4° avc ��706 ARENDELL STREET = 4� s STRAW - pyU' NE i r' /- WADDLES (TYP) y aNa�MOREHEAD CITY NC 28755 "rn as aav aryho:::::
252-726-6848 / �� �, Np U�w` o
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TEMPORARY SEEDING IS REQUIRED DURING. PERIODS WHEN PERMANENT
\ __�
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WILL NOT SUCCESSFULLY ESTABLISH.APPLY TEMPORARY SEEDING
0 ;.:f:4):::,,-*-::4-kujitsV
aE _{.
DURING THESE PERIODS: / \ — (DECEMBER 1 TO APRIL 15-FOR LATE WINTER/EARLY SPRING '
- �
APRIL 15 TO AUGUST 15 FOR SUMMER / - ' I ?..";!.-° .. -"' if,:(4/4;* MIS �'
AUGUST 15 TO DECEMBER 30-FOR FALL
;:,• 6 TEMPORARY TRUCK ' :�
APPLY PERMANENT SEEDING DURING THESE PERIODS: :, �'; 7 / � � ® � :,�
fer-°.°)JINFILT7R----ATIO.N/' , ;� �' WASHDOWN AREA
MARCH TO JUNE ` #2 j \\ TO BE REMOVED
ik
/ '! ✓ ,d UPON COMPLETION '-
a OF CONSTRUCTIpN
SEEDBED PREPARATION: • '�
PREPARE SEEDBED TO A WELL-PULVERIZED,LOOSE,UNIFORM SURFACE.
APPLY LIME AND FERTILIZER TO THE SOIL AND MIX TO A DEPTH (IN
OF 4 TO 6".APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST
�—
OR LIME AT A RATE OF 90LBS.PER 1000 SQ.FT.AND 10-10-10 FER- 10 °' �, / 6 ® r
�-
TILIZER AT A RATE OF 24LBS PER 1000 SQ.FT. y `� /
V-,•iiiiik--
TEMPORARY SEEDING: irs
SEED RYE GRASS EVENLY AT 3LBS PER 1000 SQ.FT.(120 LBS PER / �, N
\ •� • c
ACRE),TO NO DEEPER THAN 1J2 INCH. / \• ,ter•7/ �� F
:. -. ) . /�s
PERMANENT SEEDING _1
IN THE AREA OF THE BALL FIELD CHAMPION ST SPORTS TURF MIX1C /
\\ 04 *44
MIX PERCENTAGE AND APPLICATION RATES PER TURF CONTRACTOR
_----- . CP i
w: t
ALL OTHER AREA TO BE SEEDED WITH CENTIPEDEGRASS
• i / �• � icili�®�® 9» STRAW � � � G7
2 LB PER loon SF %\' s ' - WADDLES (TYP) �'
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ALL SEEDING
_______I) \ 4
-'' INLET PROTECTION co
PER DETAIL ON �' ` `._•---•� _ a \ is
APPLY SEEDING USING A BROADCAST SEEDER,DRILL,CULTIPACKER / SHEET TYP .
SEEDER,OR HYDROSEEDER.BROADCAST SEEDING SHALL BE COVERED BY / (TYP)
f--- / 1
RAKING OR CHAIN DRAGGING,AND THEN LIGHTLY FIRMED WITH A ROL- \ ,,
J
4 4 C i 74 E-''-'
W . ( ,
LER OR CULTIPACKER. 1110\ g _ _ ,,�� INFILTRATION \ ;X:1 C.
MULCHING e! �� �- [ 1♦ 0 If
AREA IP _ \
1
•
MULCH IN COMBINATION WITH HYDRSEEDER SLURRY all
APPLY MU C � ! �,.,�°-s..•
� tom^ '
WOOD FIBER MULCH,OR BY HYDROSEEDER APPLIED OVER STRAW.SPREADIlk\ ,-- J (✓� r
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WITH A BLOWER OR BY HAND,GROUND SURFACE SHOULD NOT BEVISIBLEy \ ...---' ------ / a /' / �"'t
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PB
FOLLOWING MULCHING.
F�1 w
I NO MULCHING OF FINAL SEEDING I
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MAINTENANCE .• \ ,
AREAS WHERE SEEDING EMERGENCE IS POOR,OR ,� w
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WHERE EROSION OCCURS.DO NOT MOW TEMPORARY SEEDING AND PRO- a
WADDLES (TYP ��--•. / / a a
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TECT ALL SEEDING FROM TRAFFIC FOLLOWING MULCHING. \ w a
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2( 05421.01
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/ ISSUED: 01-04-07
Y ))
/ V DWG BY CTM, JRM
3
1 \' -'� / 01aNA ti�►v 'ONME' CKD BY ZLF, GHE
3 % 140REHEAD CITY BASEBALL PARK a a cA ME coM sroN
/ / a .. a REVISIONS
�tQ E���r �E�Q ►�`T 12.07.07 Per DENR WQ
QSINONTR L L
1
PL�I� as - - a r
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CHAIN UNK FABRIC:
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2 TYPICAL DRIVEWAY SECTION • 2
0
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♦♦�.♦♦♦*At*♦•t• WITH 0.08 & NO.14 GAGE 4 POINT 11 111r j1111
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♦♦:♦:♦♦♦♦��♦♦♦♦:♦::♦:♦♦:♦♦ •♦♦♦♦ BARBS SPACED AT 5" MAX. CENTER ♦ I♦ GA (IF APPLICABLE) (0a 0 0 a (U 0 -a
►♦♦*♦♦♦♦�♦♦�� .♦♦♦♦♦♦.♦ C 10 SCALE: N.T.S.
j♦♦♦♦ ♦� �� ♦♦♦♦♦♦ TENSION BAR !1* -
- I .. iw . ,7 ' CCzaa5Q " -oa) 4(z• � 8" RAI0li
BAND FILL 'A TOP OF
BOLLARD TO W
; - >O c E m o E c
__ �, ON WHITE BACKGROUND • _ o i .N
♦♦� /♦ ♦, BLUE LETTERS c 3 c 3
♦`� o i♦�i♦��� I DIVERT WATER vA�,, /� �o a a s ° ` o o 00 U)
j♦♦�♦�� CORNER ARM �1 AOCeeBBt�-�-VAN ACCESSIBLE ,.
„ „ =o(7 U . O N H C 0 ° ° .O
GATE POST ONEPLEANSSIGNATEDo RACE BANDS C.
_ •
1 6" DIA. PIPE SIGN R7-8A ROUND ROD - BOLLARD- ASTM "OAFS:iIII . I
� ►♦♦4IA53 TYPE E GRADE \ ' 1. PROVIDE SIGNAGE AS SHOWN BELOW AT LOCATIONS DESIGNATED• ►♦♦j ON THE PLANS.ili tos ♦, ..4 ♦♦♦ ♦I♦I ♦♦♦ MpXiI�JM
♦ ♦ ♦I♦♦•♦1♦I ♦ B. FILL W C 12" 12" C �'
FULL POST `. .•1♦ 1♦♦♦♦1♦♦♦♦11 GATE POST ONC• & PENALTY SIGN R7-8D ,r ,r ,Y ,r N
♦ 1-5/8" o♦Ii ♦♦i♦Ii1i�1i11i♦Ii1i ��� PAINT $ '� , ° N w
AI WEIGHT
STD. ♦I:� ♦�♦��1♦��♦:�:��:♦I♦� asaam, ,, PENALTYMAXIMUM
Zc• wybil
`"i• ' PIPE ♦�:1:.`�:I,♦�1rjJOTESP/� � os ;ORM:2:-
AO�BLP U• N,�, ♦�♦��:��♦� ♦���1•�, ---`-`� 1. FOR GROUNDING REQUIREMENTS SEE ELECTRICAL PROTECTION. ASPHALT PAVING R7-8D " /
hi
as o♦♦♦♦♦♦♦•. METAL GATES ,?, WHERE APPLICABLE col_oROel
Al
\ ♦♦♦ ♦♦♦ O LETTERINGANDGREEN M a?
♦♦♦♦♦♦♦♦ N. R7-8A BACKGROUND - WHITE 0
♦♦♦♦♦♦♦♦♦ BRACE POST 1. EACH GATE POST SHALL BE GROUNDED WITH #6 A.W.G. BSDC °
BRACE POST ���♦��♦�j♦�♦ `J� CONDUCTOR TO A SEPARATE DRIVEN 8 FOOT LONG 3/4" DIAMETER COPPER ° D SYMBOL - WHITE ON BLUE FIELD��♦•♦ ♦♦♦♦ • CLAD GROUND ROD DRIVEN SO TOP IS A MINIMUM OF 1 FOOT BELOW D : , <4
40 �♦♦��♦�♦j♦♦♦♦�♦ ♦1 FINISHED GRADE. CONDUCTOR SHALL BE ATTACHED TO GATE POST AND co
TIE WIRE: ��•♦♦♦���♦♦j♦♦ IIIj11
ALUMINUM ALLOY OF 0.144-INCH DIAMETER A4♦�♦O�♦♦�♦♦ 111 1�♦j♦1♦� GROUND ROD WITH "U" BOLT TYPE GROUND CLAMPS. g Q °J
Sao g
FOR ATTACHING FABRIC TO TOP RAIL AND \BOTTOM ♦♦ •�♦ (OAIi' W
TO INTERMEDIATE POSTS. PREFORMED CLIPS LINE POST ♦♦�i�♦ i 7-- --� 2. EACH LEAF OF METAL GATE SHOULD HAVE BRAIDED FLEXIBLE COPPER ro A /
REINFORCEMENT ��� v. STRAP (O.Z. MFG. CO. NO. FB-100-05-1 OR EQUAL) BOLTED TO GATE / A \/\
OF 6-GAGE, ZINC-COATED, STEEL WIRE WIRE "U" GALVANIZED STEEL RIB-
MAY BE USED FOR ATTACHING FABRIC TO , ROD" TRUSS LEAF AND TO GATE POST WITH BOLT TYPE GROUND CLAMPS. _ \ '' AD \ BACKED CHANNEL POST
INTERMEDIATE POSTS.
SCHEDULE 1 METAL FENCES �Q Z \ + • D /
BRACE POST ,\,...._ ,........, BRACE POST / ° / \/ Cat
r� (CONCRETE f c = 3000 PSI) _I a)
1. FOR FENCES WITH METALLIC POSTS SET INCONCRETE, THE GROUNDING \/ _ D p' ° D_ ° \
POST TYPE MINIMUM CONCRETE MINIMUM POST SHALL BE ACCOMPLISHED BY USING AN 3/4" MINIMUM DIAMETER ` v \ a -01
UNE POSTS & BRACE POSTS SHALL DIAMETER EMBEDMENT GALVANIZED IRON PIPE DRIVEN INTO THE GROUND A MINIMUM OF 3
BE ZINC-GALV. COATED, 1.9 INCH UNE 12" 3'-0" FEET. THE IRON PIPE SHALL BE SO LOCATED AND DRIVEN THAT IT SHALL `/ D D D D\ 1/2" WgSN- APPROX. GRADE
(O.D.) PIPE, 0.120 WALL THICKNESS
875 CORNER, BRACE " BE AGAINST THE FENCE IN ITS FINAL POSITION. THE LENGTH OF THE PIPE /\ ° D ° m " / \
AND GALV. CORNER POSTS TO BE 16" 3-0 SHALL BE SUCH THAT WHEN IT IS DRIVEN INTO THE GROUND THE 18" CONC. FAG.
O.D. PIPE, 0.160 WALL THICKNESS & PULL SPECIFIED DEPTH, THE TOP OF THE PIPE SHALL BE AT THE SAME HEIGHT \/D D D \ \ \ _,
„ \ \ \ 7I 1-(11=1 1 1= D I I [11=11 I-(
GATE 16" 4-0 AS THE FENCE. THE PIPE SHALL BE TIGHTLY FASTENED WITH NO. Il �/ ,. / III II-1 • �11=111=a"
GALVANIZED IRON WIRE TO EACH STRAND OF A BARBED WIRE FENCE AND & D '1V4. : • •III-II
CORNER POST AT THE TOP, CENTER, AND BOTTOM POINTS OF A WOVEN WIRE OF A CHAIN - \ D _D: =III-
UNK FENCE. \ \/ D °.D \�
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2. ONE GROUNDING PIPE IS REQUIRED FOR EACH 500 LINEAR FEET OF //\\// \// \j/ SUBGRADE o �, i1 r�
FENCE, OR FRACTION THEREOF. SECTIONS OF FENCE, REGARDLESS OF i 2 I I I i • P ail V 1
LENGTH, ISOLATED BY GATES, GAP AT SPLICES, OR PLASTIC CONNECTORS,
SHALL BE GROUNDED INDEPENDENTLY. / 1-4
p 8" SQ, 3000 PSI 1"m4
3. FOR FENCE WITH INTRUDER GUARDS, OR WHICH ARE CONSTRUCTED M ti -: -1- CONCRETE FOOTING � 1
OF WOVEN WIRE AND BARBED WIRE WITH VERTICAL STAY WIRES, THE PIPE \ "-1 11, l.i 11, <iI
HEIGHT SHALL BE AT LEAST TO THE TOP OF NE WOVEN SECTION OR a E74 .t"
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1.` SLAB DIMENSIONS SHALL EXCEED EQUIPMENT DIMENSIONS BY
NOTES: O
1. ROUGH GRADE AREAS TO BE PAVED. CONTACT THE ENGINEER TO 6" MIN. ON ALL SIDES. SEE PLANS FOR DIMENSIONS. ~
OBSERVE THE SUBGRADE UNDER PROOFROWNG. REPLACE ANY A SIDEWALK (5' STD.) �'4
UNSUITABLE SUBGRADE MATERIALS WITH SUITABLE MATERIAL. 2.) PROVIDE CONCRETE CONFORMING TO ASTM C94 AND ACI unuTY STRIP Q
2. COMPACT SUBGRADE TO 95% STANDARD PROCTOR MAXIMUM 318. PROVIDE REINFORCEMENT SHOWN CONFORMING TO ACI �F,O B a ) amt .) Q"�
DENSITY. 315AND 318. TOTAL AIR CONTENT OF EXTERIOR CONCRETE o40 �� a ) ao2(s Po% W
DRY 1. DUMPSTER PAD & ENCLOSURE SHALL QQ VIP l :M ) �( )
3. PROVIDE DESIGNATED PAYING SECTION AS SHOWN BELOW AT THE SHALL BE BETWEEN 5� AND 7� BY VOL. SLUMP SHALL BE
LOCATIONS AND ELEVATIONS AND TO THE DIMENSIONS SHOWN ON BETWEEN 3" AND 4". CONCRETE SHALL BE CURED 7 DAYS MEET THE CITY OF JACKSONVILLE ` ��� `�� w NN�
THE PLANS. STANDARDS MIN. 5 121 MAX RAMP Q r+-1
BEFORE USE. BACK OF SIDEWALK DROP •,••
8" ABC 2. PROVIDE CONCRETE CONFORMING TO d
ASTM C94 AND ACI 318. PROVIDE SECTION B-B
2" SF-9.5A ASPHALT F
3.) PROVIDE CONTROL JOINTS AS INDICATED ON THE PLANS, REINFORCEMENT SHOWN CONFORMING �
° TO ACI 315 AND 318. TOTAL AIR ,
8" ABC o ° NOT TO EXCEED SPACING OF 24 TIMES SLAB THICKNESS. _ CONTENT OF EXTERIOR CONCRETE 4, o �'- " 6'-0"
00 rn(:),0 )°ogoo ) e' ` SIDEWALK
CURB IN CURB
11
SHALL BE BETWEEN 5% AND 7% BY "I,
TRANSITION DDRI 9TRAN�TiON = Emi
Mal 4.) PROVIDE GROUND FOR TRANSFORMER PAD 8' OPAQUE WOOD VOL SLUMP SHALL BE BETWEEN 3" /FENCE w/ 4x4 POST 7ANDAYS EOREET ALL BE CURED //UT 00
°00 „ - 4' STEEL I/ VARIABLE SLOPE(NOT
8.337n
HEAVY DUTY ASPHALT 1 CHAMFER ALL I (CONC. FILLED) BOLLARD /� `� TO EXCEED SECTION A-A
EXPOSED EDGES (4' O.C. TYPE)7
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ALL EXPOSED B ..di A Q
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:. is FINISH.SURFACE WHERE ABUTTING PAVEMENT ISSUED: 31-JULY-06
SEE SI PLAN OR STRUCTURES B = X-(A+9") 0.9" DIA. SLIP RESISTANT '
COMPACT SUBGRADE TO 95%
B = DISTANCE FROM FRONT EDGE OF SIDEWALK RAISED DOMES WARNING SURFACE µ' '
_DWG BY: JPM
5/ M� - 6' 3000 PSI CONCRETE SLAB TO BACK POINT OF 12:1 (8.33%) SLOPE.
COMPACT SUBGRADE TO 95% W/UGHr BROOM FINISH BACK OF SIDEWALK DROP REQUIRED FOR ALL CKD BY: RMB,GHE
0 48"Xo c DOWEL MDD. RAISED `� 1 CAROLING tNVIR
6X6 W2.9 X W29 W*V MIN SIDEWALK SLOPES. 0.2" SECTION 4ANAGEMENTCOMMISSION REVISIONS
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" SURFACES SECT ON A-A SLOPES 0.04. S11 ' -
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INSET A
WHERE ABUTTING PAVEMENT SEE NOTE 1 PLAN VIEW -
OR STRUCTURES -
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cis DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR 2005402
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DURING THESE PERIODS:
,
MAY 1 TO AUGUST 31
- SEED AND BLANKET TO BE PLACED 1' BEYOND TOP OF SWALE SLOPE E-4
`111/4 ,i*e V NOVEMBER I TO FEBRUARY 14
ilk sip- it
APPLY PERMANENT SEEDING DURING THESE PERIODS:
44 44
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SEPTEMBER 1 TO OCTOBER 31 (BEST: SEPTEMBER 5 TO OCTR 5) =1' VARIES VARIES , 1
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FEBRUARY 13 TO APRIL 30
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SEEDBED PREPARATION: 'w< 0
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SillePr...1.,- '-'1.1+11...r. TEMPORARY SEEDING:
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/ / / \ .\/ • C14
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a 1. USE ORANGE TENSAR GEOGRID PLASTIC FABRIC OR EQUAL
-,-^'
APPLY SEEDING USING A BROADCAST SEEDER, DRILL, CULTIPACKER ADDITIONAL
N
,,, 2. AT THE START OF GRADING OR TOP SOIL STRIPF'ING, MAKE A
r., SEED'ER, OR HYPROSEEDER.BROADCAST SEEDING SHALL BE COVERED BY
0, SHARP, VERTICAL CUT AT THE EDGE OF TREE PROTECTION AREA. DETAILS
RAKING OR C14AIN DRAGGING, AND THEN LIGHTLY FIRMED WITI4 A ROL-
- INSTALL TREE PROTECTION FENCE AT DESIGNATED LOCATIONS. 2 TYPICAL GRASSED SWALE SECTION
,..,
3. TREE PROTECTION FENCE SHALL REMAIN IN PLACE UNTIL ALL LER OR CULTIPACKER. ••••••••
en
r'
C'.1 1 SCALE. N T S
1
CONSTRUCTION IN THE PROTECTED AREA IS COMPLETE. tiii.Q:IIISC 4005421, 01
i
T
4. NO STORAGE OF MATERIALS, FILL, EQUIPMENT, OR TRESPASSING APPLY MLILC1-1 IN COMBINATION WITH HYDRSEEDER SLURRY CONTAINING
ISSUED: 09-21-06
SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED WOOD FIBER MULCH, OR BY 14YDROSEEDER APPLIED OVER STRAW.SPREAD . -AREA. THESE PROHIBITIONS SHALL BE POSTED ON THE WITH A BLOWER OR BY HAND.GROUND SURFACE SHOULD NOT BEVISIBLE DWG BY: CTM, JPM
2- FOLLOWIts* MULCHING. CKD BY: ZLF, GHE PROTECTION FENCE.
-.- MAINTENANCEREVISIONS
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U.11-ERE EROSION OCCURS.DO NOT MOW TEMPORARY SEED Ils* AND FRO-
12.7.07 REV PER NCDENR
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Aga 2005421 .01
ISSUED: 01-04-07
DWG BY: CTM, JPM
v0E — EPJ C T'� BASE3PL '._ � AR4 — 2 \ acanouw,wvivam+E, -REVISIONS BY: ZLF, °"`
WNAGEMEM�� _
�11 BASEBALL DRAINAGE PLAN NORE�EAo � -r 3ASE= - __ PARK o���s��,�° `"m" = EEI
BASEBALL DRAINAGE INSET
F-I SCALE = 1 = 20'
RECEIVED
v�El' i � col � OF
NO.�

SOD, GRASS OR SKINNED EARTH AS SPECIFIED
2 SOLID TOP FINISH GRADE (SPRIG SURFACE) :li'�```~'0 �4,���° :
1" SAND CAP FINISHED SUBGRADE ' , CAST IRON METER BOX COVER
W/LIFT HOOKS _ �~ -
W N
�.� EXISTING SOIL LINE RI
s'� u �
3 / I I 6 HDPE COLLECTOR DRAIN ,,F,,�,�p „,,, ��'�4
:! �� PERFORM SOIL TEST & ADD 3 CLEAN USGA SAND %a „n��i��ii ,4�```
, : n . y._ �.�` .Yrc; TO EXIST SOIL TO ACHEIVE 75% SANDY LOAM MIX yy
. �\ N BOX � A 4III II III II A 0,,��� � "Rinn�
t.?_,.%
.:� .. / � 2 X2 CONC. JUNCTION -- - - �U ''',,
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3 4
SAWCUT EXIST RCP I HANDLE OF HOSE BIBB ��'
� `/ SURFACE4 BE WITH �� �3�
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� hr=���:<� F, v�r�,`,i/A GROUT BOX �:.:: `:;: � ;-°::_ _`..,_'..•;:> _ =•
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a:•*
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"`„�J DOUBLE WASHED — I�I—I�II�I—III�'I ADD SOIL AMENDMENTS
""I METER BOX /'l -$
`— ``°O y ��III1I1-1II'II�-1I'IIImII1I''� INTO TOP 5" — 6" - 0� I� (SEE SITE 401 -., QN
° O USGA SAND FOR DETAIL) /*/ \`
o (LIME, FERTILIZER, ETC) /� ���"""""""""���\
,� o°o ° TILL SOIL TO 8" DEPTH WHEN A :�:1• ..•_.!••.• ••: ;
p o EXIST 42" RCP �•:••.�: 4Ii �` _- =•,..::._.:._ __ . . , a =
88 oMODIFICATION PROCEDURE .• = ''�•:'r+••'''"'s'`� #6� STONE
o » EXISTING SOD TURF IS REMOVED w "� '�'��� "''�� �" m
3 8 CLEAN GRAVELoplit •_�.1 �•. o
w o ° 1) REMOVE EXISTING SOD. � i •iW4/
••— �.
2) TILL TO 8" DEPTH. �� � _ o =50 mm (2 } PERFORATED IriW V" 3) PERFORM SOIL TEST ADD SAND � / ` '° t '0 U N U8 / , / ` ` `` SET BOX ON s~ � �QnoQN ` oc�°o
CONCRETE BLOCKS a a o.a te t,z o o
HDPE DRAIN LINE
& SOIL AMENDMENTS TO ACHEIVE „� .
TO COLLECTOR DRAIN REQUIRED MIX. vz" COPPER SERVICE .0 s£ N ' ")s'
eiv) �cC' �ao73-c �o3
,13
4) PREPARE FINISH SURFACE ��
N
12. - o U i-c N O O O t
, gE O-cpV33uo 7E:3 �
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N.T.S. 2 o x g
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SOD, GRASS OR SKINNED EARTH AS SPECIFIED SAS-3ALL FI =LD CO\STD U CTIO f\ \OTIS o W
>, „ FOR SAND SLIT DRAINAGE SYSTEM z h u,
1" SAND CAP FINISHED SUBGRADE , SURFACE MATERIAL TOP 3/4 - 1 TO BE
N y
el
W SAND SLIT INJECTION DRAINAGE ...........�'�♦ 50%-50% MIX OF SOIL tj N b
CONDITIONER 8c 1. CONTRACTOR SHALL REMOVE EXISTING TURF/SOD AND TILL SOIL TO A ;;
/ �1» W y W W- LINE (+1" WIDE X 8"-9" DEEP - TYP) INFIELD MIX DEPTH OF 8" TO ALLEVIATE COMPACTION. �''
. W W W PLACE ON FIELD PER PLAN o o
y 2. CONTRACTOR MUST USE LASER TECHNOLOGY INCLUDING A LASER
\�\/\�\�� `.r j y Q CONTROLLED HYDRAULICALLY ACTIVATED LAND PLANE, TRACTORS,
; : �� �/�. 50 mm (2") OD SLIT POLY DRAIN i— OUTFIELD SOIL MIXTURE DISC HARROWS, AND OTHER SPECIALIZED SPORTS FIELD EQUIPMENT Q
_ �j\/�i!l� INVERT 14" BELOW FINISH GRADE SHALL BE 70% SAND FOR CONSTRUCTION OF BALL FIELDS. ct %T
t���r�� SILT 8c 30% SILT/CLAY :D
N4,1 ca 3. THE CONTRACTOR SHALL COORDINATE ALL FINAL GRADE ELEVATIONS W
WITH ALL OTHER CONTRACTORS TO INSURE POSITIVE DRAINAGE OF \ 8
CONNECT TO CONNECTOR DRAINfkX
SAND SLIT DRAIN FIELDS AS PER DRAWINGS AND REVIEW GENERAL COORDINATION
�I DOUBLE WASHED �1 1 1 I I I f 1 I I PER PLAN PROCEDURES.
u
2' 0.C. TYP c,
PP.
00 USGA SAND �,o - �- ,vP ( )
�4 � # 4. REMOVE ROCKS, STONES & OTHER DEBRIS (ANYTHING GREATER
�,p �� 50 mm (2") PERFORATED THAN 1" DIAMETER IN THE TOP 6"-8" OF SOIL BY MAKING TWO
�9 PIPE LATRAL DRAINS (2) PASSES OVER THE GRADE SURFACE (OPPOSITE DIRECTIONS) `�
�J COMPACTED SUBGRADE WITH A ROCK HOUND, HARLEY ROCK MACHINE OR SIMILAR -
1 1 I I IIIII I I I COMPACTED MACHINE. THIS WILL CAUSE THE SUB-SURFACE SOIL TO BE
SUBGRADE (TYP) REASONABLY FREE OF MISCELLANEOUS MATTER. LASER GRADE W
TO WITHIN +/- ONE-HALF INCH (3") OF THE DESIGNATED SLOPES
AND ELEVATIONS ON THE DRAWINGS. ALSO, COORDINATE GRADES W T
GRADE FIELDAND S TO THE ON OF INFIELD
SLOPE INDICATEDX AND I ON THEN DRAWINGS. V
FI LD SA \ D SKIT O � TFIFLD VIX +
S A \ \ J - C T D T R I- \ C H L I \ BB - 5 BB 8 5. PERFORM A SOIL TEST AND ADD LIME AND FERTILIZER AS PER W
BB I \ JECTO � SYSTEvN.T.S. CROSSSECTIC \ TEST.
IF SCHEDULING OF TEST RESULTS DELAYS PROGRESS, THEN APPLY ^
N.T.S. TWO (2) TONS DOLOMITIC LIMESTONE AND 300 POUNDS 17-17-17
(OR EQUIVALENT FERTILIZER) PER ACRE TO FIELD AREA. a1.4 Fa
2" CRUSHED BRICK 2" GRANULAR 6. ADD TO THE FIELD A MIX OF SAND. THE METHOD OF MIXING MUST BE 4
/ WIDTH PER PLAN / WARNING TRACK STONE APPROVED PRIOR TO THE INSTALLATION. ADD 3" AS SPECIFIED USGA a
INFIELD
MATERIAL GREENS SAND TO FIELDS AS NOTED ON THE PLANS. THIS SAND MUST � �
� MATERIAL MEET USGA SPECIFICATIONS FOR COMPACTION AND PERCOLATION, BE ram,
±6" TURF GROWING MEDIUM = \ WEED FREE AND APPROVED BY DESIGNER & OWNER'S REPRESENTATIVE.
W E-•�
FINISH GRADE {75-80� SANDY LOAM
� �� � � 3" COMPACTED 7. ADD ORGANIC COMPOST AT A RATE OF 80 CUBIC YARDS PER ACRE. � W
MIX AS SPECIFIED) w 3 COMPACTED �•� i.� ••; •r, fir, •r •,� !�1 •r i
�
•�, �'��/s�,��'��'��'��' �,� ��° �� ��� �� �� �� �� �� � THIS COMPOST MAY EITHER BE A WOOD TYPE I E. PEAT SAWDUST E..� E°''
o Aotl ekeA ileAt � ��- � • � • • • • � � � RANULAR BASE (• )�� s��������� �'+.�� GRANULAR BASE �4�!r�s��� �i� r�s•r� i���i1���1� OR OTHER APPROVED PRODUCT. MATERIALS SHALL BE SIFTED TO m 1--�1
O //
Q '�� 'i� '�� A. ��� ��� .(1140474 Q REMOVE LARGE PARTICLES AND SHALL BE WEED FREE. DESIGNER O
,,� �� ��, I— O AND OWNERS REPRESENTATIVE MUST APPROVE MATERIAL.
8. LIGHTLY BLEND WITH BLECAVATOR OR SIMILAR MACHINE TO A DEPTH Ems.,,
o o ° °$O 12" 00 Co OF 5" TO 8" TO INCORPORATE LIME, FERTILIZER AND SAND-COMPOST E-1 il
a N _ o _ - • MIX INTO NATIVE SOIL TO CREATE A LOOSE HOMOGENEOUS ROOT F--•1
c o° ° 00- N SAND SLIT DRAIN SAND SLIT DRAIN ZONE. VERIFY GRADES TO ASSURE POSITIVE DRAINAGE USING LAND Q
0 00
w 000°oo o •• I I I I I I i I I PER PLAN III 1 I I I I I -1 , , , , , PER PLAN SURVEY EQUIPMENT. 44 W
0, °d' (2 0.C. TYP) (2' 0.C. TYP) 9. COORDINATE DEPTH OF IRRIGATION WITH INSTALLATION OF SAND SLIT =
• 50mm (2 } Q o 0 000 "- '" CLEAN GRAVEL DRAIN SYSTEM (SLITS, LATERALS AND COLLECTORS). A w
PERFORATED HDPE > 000n,00 800 50 mm (2 ) PERFORATED H
Q oo 50 mm (2") PERFORATE PIPE LATAL DRAINS 10. COORDINATE IRRIGATION
oSYSTEM INSTALLATION.
(SAND LATERAL ° CAREFULLY Cl)U�
° 6 HDPE PERFORATED PIPE LATRAL DRAINS RE-COMPACT ALL TRENCHES AND DISTURBED AREAS TO PREVENT 4.1} o
DRAIN LINE o� . COLLECTOR DRAIN UNE �-COMPACTED I I I i IIIII 1 1 1 1 1 �� COMPACTED FUTURE SETTLING. THE DEPTH & HEIGHT OF IRRIGATION LINES & r�,
0 0 0. • i i I i I 1 I I 1 SUBGRADE TYP HEADS TO BE COORDINATED WITH PROPOSED FINAL GRADES OF FIELDS. ..I w
SUBGRADE (TYP)
(TYP) COORDINATE AND MARK ALL LOCATION OF INSTALLED IRRIGATION HEADS ri, U
WITH 1' PVC PIPE - STAKED 2' ABOVE GRADE. W
g C _ I 11. SPRIG THE FIELD IN ACCORDANCE WITH USGA STANDARDS AND O a
WAR \ \ G TAC /< I \ I I _ L 9 GUIDELINES FOR THE FULL AREA AS SHOWN ON THE PLANS. UCO ��� CTO DAI \ \ E ggg g gBgINFIELD CONSTRUCTION SPECIFICATIONS
CROSS SECT 0 \ N.T.S. C � OS `j SECT 0 \ N.T.S.
N.T.S. 1. THE CONTRACTOR SHALL COORDINATE ALL FINAL GRADE ELEVATIONS -
WITH THE GRADING CONTRACTOR WITH REGARDS TO THE BACKSTOP GRADE BEAM, SIDELINE FENCE LINES AND DOUGOUT SLAB, ETC. E3ASEBALL FIELD
2. THE CONTRACTOR SHALL LAY OUT THE COMPLETE INFIELD AND DRAINAGE DETAILS
INFIELD CLAY MIX AREA IN DETAIL AS SHOWN ON THE PLANS. ALT. NO. 4
3. SUB-GRADE THE AREAS IN WHICH THE INFIELD CLAY MIX IS TO BE
INSTALLED. THE AREAS SHALL BE GRADED TI THE UNIFORM 2005421.01
SUB-GRADE DEPTH AS SHOWN IN THE APPLICABLE DETAILS ON THE
PLANS. INSTALL THE SUB-DRAIN SYSTEM AS SHOWN ON THE PLANS. ISSUED: 01-04-07
DWG BY: CTM, JPM
4. SPREAD, FINISH GRADE AND PROOF ROLL THE INFIELD CLAY MIX TO CKD BY: ZLF, GHE
ELEVATIONS SHOWN ON THE PLANS. -"� REVISIONS
5. INCORPORATE SOIL CONDITIONER INTO THE INFIELD MIX PER THE N ri CAROLINA tNVIRONMEI -
MANUFACTURERS INSTRUCTIONS. MANAGEMENT COMMISSION -
DIVISION OF V""TER QUALIT ' -
RECEIVED -
i SHEET NO.
DEC 1. 0 2007
6:y: _i 1.- — 2
OF