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SW8070933_Approved Plans_20071221
II \```011111H air y"'''!'�'''y 44, t cf3, r.. 1 0, - DrA cr pi .-....„, ,,,,,._ 0.4, :-.... ik,7, , Jr, ,,, ,..o: SOD nw SOD (All Built Upon Areas and/or Cisturbed Areas) nr R All Built Upon Areas and/or Disturbed Areas 24' 1 15' ( p / ) LANDSCAPE & SOD ` �un.". IIIIII :74 :77 /r�u��r SEE PLAN 2' CURB 2' CURB SEE PLAN r x FOR GRADING t' A 3 FOR GRADING 4% 4% 2% — - - -- - - - --._ rru maw ao —2" TYPE SF-9.5A AC °` v"oW ' o. ZLoi, . 12 STABILIZED SUBGRADE (LBR 40) a N T v- � V 4/a.+ 5" ABC c EXISTING GRADE (APPROX) a ° °I E-. 6 - o a N 2. a c.0 0 I,-1 N " . . . ...- 0 C Ci. In dU V n- ,L d '' N c c a b o�« m o a a rnv � °'L � .e-G A DRIVEWAY CROSS SECTION • c ,. E � N2g3VN� w 1, 3 � `y � 0000yy I. - 4�i r a c 3 3 V O V c �'; W ` a >O c E v o E c CI SCALE = NTS ; Nr- c B won °' 4' ' oo • n c° = c -d � cv v t� os ry Q � Si C% al Ni n r o v N (t ti O U Q W GRASSED SWALE 2 z co) WIDTH VARIES N44 E r`i 12 SIDEWALK U (fie a 13i 1 VARIES - a - 24' DRIVEWAY 20' PARKING 17' DRIVEWAY 20' PARKING M o v CI F GI O H 4.0 a) —2" TYPE SF-9.5A AC 2" TYPE SF-9.5A AC ce 8 „ B 2 STAB SUBGRADE 112" STAB SUBGRADE (LBR 40) (LBR 40) DRIVEWAY CROSS SECTIONB � z , C-1 SCALE = NTS 6 a ' F---1C1-1 / A TRTD 2X6 TOP RAIL W/ v Z EASED EDGE hm. m O ►--4 1-1 v � �,co .40.1fiL W a 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 = D X j �� _ - 4t11 Oi!rl Ri Z D m USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. ~UaCOC3 i NOTCH AS REQ'D �' _(p=O Q - IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB Q )--- ►-� (21:1^ M+�1 Z H 'U r.-T1 i / AS SHOWN ON STD. NO. 840.00. cl COI-- O OC J - f 12" DIA PILE BEYOND O O F"4 - .. _ 1/ - - CONSTRUCT WITH PIPE CROWNS MATCHING. r--I Q -` E :2 Z n== Z ( - - ,� Z0OHCO cc n - .. 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 0 0 _` 2X6 DECKING 7sly-0" r~ C7 Z t CHAMFER ALL EXPOSED CORNERS 1' . DRAWING NOT TO SCALE. 'CA ! \ \ W A Y- r / ' ((2� 3 4" DIA x 12" HDC BOLTS w P LAN W) WASHERS 1[��] WITH GRATE & FRAME REMOVED ( ° El 2X10 EACH SIDE Q I4 \� ° OF PILES. TYP. • // Q BRICK COPING(INCIDENTAL) ---- PROVIDE 2X8 SOLID " r, CC BLOCKING 0 14 -0 O.C. • 1400p -°� -5 8 DIA x 6" LAG BOLES rT, Z TOP ELEVATION j O W EVERY OTHER BAY CO Z EN4 ui r v \ ' STD. 840.16 FRAME ` ' C3 J 10" DIA PILE Q �� Z H _- — & GRATE �,�� Q w �,■ :�z:�,■- �- �, . rk>�» Z PROVIDE 2X8 SOLID // r_ N _ ■`' J Ir � #4 BAR H H BLOCKING ® ALL1114P110 ,`J N v1 m 6 A 6 6" B 6" T ,(I Q CENTER BAYS W w cc gi, = m Z = _ i O Q O 5/8" x 6" LAG BOLTS} DI --1 C CD (7 \\\ 1 )(7.,,\, �/ Q 2X8 TRTD X—BRACING ° • 0O O ) I m6„ O ® EVERY OTHER if) UTILITY DETAILS 11 oft _ - z W = SET OF PILES -,o P DOWEL �, W ~ m ~ H co SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE - 18" (O1 _ CV m Z Z CD v 7- 1... 0 SECTION_X-X SECTION Y-Y ~ diel z rn Z C.) 2005402 = 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 — — — t11 0 W Z DWG BY: JPM BOTTOM WALL PER TOTAL I //�� / Z i- E -.! D A B H FHE YIT, H \ ' \ _Ii r SLAB FT. HT. C.N. R.C. w ��/ � HEIGHT, H I � Q n CKD BY: RMB,GHE 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 , P�(�`ICEY-2-\2- CZ } i a. SHEET NO. (?\ CONCRETE DROP INLET V V SCALE = NTS AP 1 C_i 2 N4�NAENVIR®NMENTAI REC VED 1 2 , , . . , Ci) -1 SCALE: N.T.S. NORTH CA DEC 1 20p7 MANAGEMENT COMMISSION of 16 -- DIVISION Or wigs 0) tiY:S 0rl® 33 4 ' llIll I]iLlItillEril (ii.,..44441. ii) Tit ea NI o r 1 CI w--..c,1 1 GI I CI "N rik 'Ito' Ni‘ 44.111111V/ x li air 5 ilk , 1,,,;,:iv. liviehiL ' \ ,I, ,,,,,,. ' ......—N , ‘,,,,,,,,, ilb 114;„ , r----)47 ir.:Nii;) --mir5oili"' , Y:34454 ;,'2 _ ___011P ea ' ......im• iraimir) __am , ,i itflr / . 0 --mmihro) 1 N4111 I NO111 killihN 1 ,,,,,,m..m4. CZ) 1 h c0 ,,,,,„ . „.„,„,,:rt,, , ,„,...„ ,„,z,, , ,,,,:l:„, , , z,e,,,,V, ' ' W ) GI C,F x m x. ....440,:mini `-A,,,,, '‘ ',6:44`6Pkii0 1114111110 N111.1.11 14141111111 IIIIII0 1.1.1 '.411111.1 ' 1111111111111 11111.11111 44/g1/0' 1.1k '111111111.1111111a NINA MOREHEAD CITY , CARTERET COUNTY NORTHMA►YBERRY ROAD TOWN OFCAROLINA Property Identification Number (PIN) : 63860574680000, 638605076599000 , 638605073670000, 638609072203000, 638609074046000 WATER MANAGEMENT AND EROSION CONTROL PERMITTING I1, ,,, . ---,.. 1 1 t • _,4;_ -`f r _„1„0,,1. at o1141r7 4P ,-f 3,-.‹--'r-iae!.t4i.11--E-L--,, fries s 'i d ; . 1 .xvvrdsstivuess,r4 ilmokr741, _ Aw ibilel - OW4C1210 rt,,_. ___ 4.„„1,„ , _ ._ ,. ..,... .., ---,,_ , .... ,_.0,,,,,,ii, ‘044110,41M1111100,04114t 1 - ? _A 11, i',. ,,„.. FM - - Kay A-- .40,00 dt ': : J--,1::: illraill, 0411414 01 vm 61111.1,400010141POP i A i lie i , ,-,-,,,st 4 . iii. ir 1 , 7:_• zji ,4g,iim,f,a Aoki, - MO --/- N ..i *YAW MA AV** /1114 irk Vitte i .. , ., _. NE k'I 4 -or' P"-Iiir".4, 47.46, - - -.\tie- '''-- ,- 41 I I I 11 P4a. a 1 4 >4 Ss-sitie-ATIT, -iii",ipro., ' -- Aric2\ lamed a Tia P 4111 111friVitl: 4111froir ilimpans, MOINFISFA ,,, II. rat ----IR ..a.4,4 1,24:t --_____T_ „ ..... ,„„_ .... b : . 5 �, ,c ;fadC '�„ t--- it A 4, �41, t1414. r .- ki al 11112 Pm- 474,I44 --- -..--- , '1, ----- Earitre Vito - tr- lir /---- - 10 gi " h-7-'1 . li Ts If L./___, . stiwiari 4. . -if-:-.--L-,- r4-4'"&is it L--1111:;r aYi�l_C��+= +I sa y J! -..ONO.ii, -- �_, ----' Z; .)or! Cp11%_._11 fial rift 1,111"‘"* 'Ish ' IrieMIII i 1 W.,. .i rel . DIDI;41iiir4A1 7184P' ' IND rt ittarre. _ at,. ..An ir 6,, irlie ME 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 \\\\\\\\11111111 I I I//r//�/// !Vit:.*.t,S,3 ‘,,,.,:i,),)%:-., GENERAL NOTES: :_ ` _` -44 ; ;,` �~ a -: :_`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 ° 2 ;s r s-`' .("-.3`^_ .t�,.4 uw. r,/ ` \ / 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" '_:"'.;"Y^-�' .$ =s�-`�;�_'-.h>•:�.: ,r, , ,. ,.. ..t•. r „ ,`✓a+°�;,a:'t Cam' 'C� .w- = ,-4.A. ,,. fit?.a _ ,.;"^i' y v r f� N 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 u: yp c - Mt 1 - - £: 37. ALL STREETS WITHIN THE DEVELOPMENT SHALLBE PRIVATELY OWNED AND MAINTAIN - - y - . - _ .oral" , "off^ - Sk % _ GENERAL iiii ri''=4' �E ERALNOTES S ny» ,� /i"a Na�L���#�i `` _ _ .`rviS 4 'ITV r r�." _ RLi: ,� j�5 `t' =i 1„ - - f:Is , .,,xt'"" & AERIAL �L S - dc. r� tc _�'ry . 3`1 , b'v Nq: �G may.' _ ..ate.'= �a„�, �' .�- - _ - r. -;.-:i'�_ r.¢• .S- jjq,,+1 i<J ' £r` •wtt p.. - L ,-.�.• .. '? _ 'h ,' 'S - � "k'=' _n*AITy' ,..;x'se. _- -' ram;-- '-`2 vv ifi. �f � ",ems, Lr yk $h o F: _ _ ry:,��� _ 2005421 .01 ';�`' gy,. �:'�,'` ;i..-'y tr:. 'ter - - - �'"', „'f' - - , x - - = ' ' ,x� . yam 'ak.- .. ,„, - " 'ram �r . 34 .r _SSUED: 01 04 07 :ifr::`Y ,di ^( 4:•, - iJ"_ rip >S 'Y"`a-. y'>: .v.,,ti, `O ;:�< DWG BY: CTM JPM. „ pit _._ q , - ,` �r>=;�i t� 4 - ` h �t - fir, ._ - - �,.�r-'�5- � ::::4111,-;'T:L.,.: CKD BY: ZLF GHE REVISIONS MOREHEAD CITY BASEBALL PARK GRAPHIC SCALE 0 -I ” = 50' v) AgliAE RIAL = 50' 25' 0 50' 100' SHEET NO. 01 SCALE = 1 " = 50' 0 C..., 1 NI 70. Ecc -P----11-0\2-100-7-1)- \ UOF \ \ `````",auu u u nrrpp,,� \ r�.j \ l ft.. . z:,1; 1A4)1 \\\ nt3 w C1 .. oc ,Qo': va,,,nniXo @INV= J i 3.5' � , ``````,p,11111�111ru„p,,�'�''i , i \,0 \ ` av J� �i�f i CL DITCH' NY= = O`a ��� 3.8' \ = 3W CL DITCH \ %�0 F �, CL DITCH �- E. \ 4.1' \ /11# �O� `` `` WARREN TAYLOR �- \ ',' N/F '"� ilU0ii11N��\ SUE TAYLOR _ DB 726, Pg 285 _� �� \ o o p N/F / // a d ? N JAMES G. SMART \ o W L c z° c GENEVA SMART �� i.: a1111/'* DB 489, Pg 415 '' .� �loDedN�`N��jN // � a ° .:(1. o'N/F `' wN�R // \ �� �w0apnU Uoop6 c�= �•`•_ p pa� o mROSE A. CLARK / O /� O ov`� ° c rn° o N pN d C.� U (Y N'',I,-U N O N C L ` y EDWARD P. ETVIR / ` Q o a co° o�a y _,_,o W / 4,fn ..c �--O a L N O 3 DB 839. Pg 345 - ' - R,Z C.,N N w o c .c.c a d�� 3EEoNa, c3" N/F d\ N/F o i Q z ° a IhUI JIMMYCWMBLE, 11in �``�• DB1045,APg258 �d� _I CL DITCH �, a o F o v i o a o co N/F � x arc++ r- �� 620.91' Z „ \�rJ \ i 1) vrl ALTON C. DAVI a .c �^ 52"E a N F \ \ o > U DB 269, Pg 5 5 / N21�4� �i JERRY MARKS \ N ¢ 19 _ r DB 851, Pg 768 �/ ` \ CD <? d .Q ` g/ v cCS N Q ti O / CL-30ITCH • 20. (/) cd ,c3 "cs r I ()3.7 ' r U o ( / NV= / -s. \ l \8`\ \- � Q• ,-.. •;a •E ••E- O N W / ‘I° . * . \ / \ N/F ,/ ,. c t C� \ ( / JERRY MARKS d. \ (� N t1 N/F / \ s / �tP DB 862, Pg 515 // :'N \ \ o � ALTON C. DAVIS cc t� ay DB 269, Pg 505 ' / / // / 2. a s N112 15�� / 1u� ip`i,3 1 2.6' CI) �� �y \ 2 CL DITCH d�p`I� c-- i". \ �� / \ 5.6 CCU .,r O / \ '�►. 6 �/ o. W ) -, -.41 \ 1 / ��-�,1► �� "� \ \ / CL DITCH _ / N/F / \' 2.9' wco \ 20 HASSEL B. LAWRENCE ! / ` / co CJ 11.20 0 \ \ D»`^/ \ DB 990, Pg 176 l\, \ N a41 WETLANDS AREA TO BE 1 ri. 1 ,o ' :0 0 3.0' -1.1 � N/F MITIGATED TO ANOTHERill \ mmii ` -� \ - 1 �020`� ` � �� NORMAN R. AVERY, II AREA IN ORDER TO CLAIM / i-�� \ s 511 99�5 so DB 612, Pg 138 USE OF THIS AREA �►=� `� \ V \\ \ .. Eam4 GC) "r� s LAN DB 578,DPg 351 '�� �� \` \\ \ J \ HASSE990/P W176CE /*CO 1'1 \ ri Oe. N / . o LDITCH \ in .5(3-. \\ \ 04 rn .<4 / \\to Z �� / \/ate \ liet Pi" cin / /' •7I I 6. 40'DITCH / -� o �. x 1 / W A .� / N/F _�_ 511 55 . NORMAN R. AWRY, I/ / 9�' c+l 4. N / / N� DB 752, Pg 729° / ,� c V'o 1 \ WWI \ \ O __-- -co I N/F sr tJ� \ s �4 ✓-' Li- CCN/F v+ DO+ r Z LL / DB578, Pg351 0.. r f. \ \P- / / '� "w � PIN75%638605076599000 y' \w \ �' S / \ \ A55a'S1 N/F / 1 t- N�ODBOOK 05WNER D780 L. CA'CCi / 626 99 NORMAN AVERY, SR. 1.ra to DPAGE 00351 O_C� \ / DB 573, Pg 386 / �j �- \ \ �� w Vi_r-tNl1 /// / \ �L r`�, AREA= / j / _ \ e44‘ ,-- / w g 2.34 acres \ \ A c4 l / BY COORDINATES / /, - i �� / / 9�os C�r d ` / 15 0 A% / / TOWN of M0 AD CITY 4`k Rfi' 1 \ \ \ TOPBANK DITCH=8.0' �/ N 3g 61, 7.6. / TDB 932, Pg 186 J [~ vi CL DITCH=6.6' / ��� / \ W ,,�.+, F\Ow PF (7� 9' 3' \ = w \LJ PIN15 638609074046000 '� 16-,�j �''6 / OWNER AVERY,DBOOKN SR 573ETUX BEATRICE -/ ( %' ' '' \ CIO a GJ�.,��� G % ---- CL x7.8' DPAGE 00386 5 41,�5"E ` _____/ �, / / � o \ \ \ TOPBANK DITCH=8.2' S\5 5 5j x7'6' N1 3 \ 21 � DITCH=5.1' Qg 3 ,2 �`; 5`L \ TOPCL DI DITCH2' /,, 5,, --- x7.4 /� c a CD \ CL DITCH=5.2' ^ \`�\� N N \ INV=4.87�t AX / 16 n r C /� (0 x 7.3 / s t v \ Is \ UL� N x7.3 xCL DITCH=7.1' cf1 18� R P C �.- a SWALE cp; N/F OWNER AVERY,SAMUEL LEE x7.2' TOPBANK=7.5 _/ �p����.+ DADBR92,Pg0435S EXISTING NV=4.2 I// DBOOK 908 // MARY ANN OAKES DPAGE 263 \ 4‘ / s- F SITE PLAN I /� /� FLOW /� \ \ x7.2' / OWNER AVERY,NORMAN JR' 7 IPF �„� \ I \0:). =� DBOOK 0361 \ 005421 .01 Z W / C4 DPAGE 00316\ p 0)INs�N <__________/ � r ISSUED: 09-21-06r\ 0 \ ,,II F• DWG BY: CTM t 4. N "W ri ''p rVIlka , ,� �,��„e,ti-I � CKD BY: ZLF �� (61 \ ,, TOPBANK=7.2' CL DITCH=6.0' s19.1`�30' ���� 6i :'°, "� '''^ REVISIONS \y10 ,�/ 319 ,y ee " 1- ��ZeE�Y :v dot S \ Zo- . © EXISTING SITE PLAN GRAPHIC SCALE 1" = 50' � � 7 6 C-2 SCALE = 1 " = 50' _ I SHEET NO. \ � 8.4 C IIIII2 fi a OF 16 BY: _ _ - - - \ ...... . „ . . ... • - „ ::::: -.' \**.11:4:S*3121‘111.6\1‘11111:111itilltittirtilit:i11111)1111110144:11: 4 , . , . .. •, :4-4 Qv 1 .8,... ' . . - \ \ ' \ . Vetp„ 7%i - •\ •• . . . . . \,. - Gif 5Nfi \ ., 0. • # , FUTURE BATTING CAGES , ,,x7,.>•er.• , ,• •• 7, •il'• '--A.r.4 71:1 , :t FUTURE BULL PE' . , . ••DOUBLE-MOUND • ...,, ••!...vs;---- , • ''•: -..-7 -,--.7,..,,,„- 4,t 4:4' . , -.. , MAINTAINANCE SHOP & ., . ' ••4E...q...01' • , 'FUTURE INDOOR ,. infinoimmo • \ HEATED HITTING / ----- •. ,. a.) ., ,...7 . THROWING FACIUTY c::::-.P.-e\\••- , ' 4. .-------- t,),'.15_ -•):F,, E , . °,;!,),-.-' R15M \ \ . ------ trm Ili 15 ' _.------.- •,. .......-- , .• • ...x.,, ..? \\'Ckr--) •. .. .Ix 0 •-• —15 " o 49 Ow 47:•-oeint.f. 0 o ° 00) 0 I !8 2,•.-:“10 0 0 Z i--- FI.ITURE PICNIC SHELTER ' FUTURE CONCESSION \ I.. NEW BOARDWALK 0 \ xz ca.0,-..., ,a)= 0.,-- 204) TONI GRASSED MOUND SEATING STAND W/ CON PATO ......41011110. --- .-- -- --\ \ , No ImPAOT l'Cj"BLAND AREA ,. ., •....s9 ......,""",..... —."' 4, \ N 1 %.. \...v.._.A ., ........--' .....-- 4' DECORATIVE WALLFENCE 6' CHAIN ...,„„„- ____. ___ --re-.- ---- -- ---- ' CHAIN , ----... N. • ••• 0 ,2t, ,•,. ..,,,, „c., E a) L. cn E ""' t6-5 —a') . UNK FENCE 77--..,%. \ \ • ...-------- Lu 0-76.4-..: to ,S:.t7 ‘,•3 8' CHAIN LINK ' ,..-.440.. .....••-.*"...-- . .,..*0;,i4a43, . . ••, , : 7,......., a: ' _ 0. ,_ c . , . ,....c.. .. c E 0,o c 0, Lu 4s?0 ,V) Tth a:0 O E r. a 7,)'(7) A11 'worielol0004410,1,5, FENCE 44 ,,I H1.5 ill/k- •., . , FENCING \ 620.:„,,,,,„„, -- , ----F---,7--. ••••,,,,A,,V.;',W4.7',0,74:000A‘A 7.k.,- %......" . AROUND 'BALLFIELD \ •;•, ?,,,q,A•71;:4?v,v'/04;;,•.44w.410.470.mo, ,52"E. 116,........--r-- _ u -----4,r"'.,,,:.. ,V4V'OM. I,U;V 4,10,:4410.'?,, - 4.,,M4',,.."97• .-e,op. 4-...e.,4,4./...N.:A'::,,.4,...,,,t.,:_./..0..,4,..,7•,,,,,4-.m., , . .. . . ' INFILTRATION- - .'. . '. ---------- .„ AREA #1 • : '- -..... , H . ‘ -...., tA 2A 7._‘-'... - .N ; '---- lek ''',/C:„.,',0„..#4:NY,OP:4,4,.:44/4'go#4,44,/,'"iatin s el) r- :h ‘ .-e• tA,',14 I \ 0 ,,---- • \• ir) a.) v:s 8 _ --- it...... meigisam„y% ve,eit .voi:,450,ozooms-vo, . \.%,5..., A b n ,p, . - -*41. -- AWZI,.4. .n;',A"0• V4k51"4 P1';i',,,A,e,Ve VP40.44444: ',0,',' '4%,f%•23*•„,7,7,,,,o,p4',.fr,k 'Pa 3..•4:, ,,44,4,4:4;,,• P';0„,„•(:..,..' '','.' ' . • . ...--"'" $(0,,POM'A rf c.-•;:vd.]:0100.4:00,,,,: " ELD - * NATURAL:W , \:' 4' .%,..6•le':....' ::,.*It ':•:0\EI\\4)E. "ri (I a • .,,,,,,,,0,,,,.!,,,, .,,,,„,,„,„4,.,.4,fts,„.„:,,.„,"*,,,, .. . , w. , ....., .._,.: ,,,,,,.: 4,3:.m/60.:50•NA-A4MK., •4V:, AINTAINANC: . . • \ : ec?. NATURE ED ONAL AREA Cl ;.=1 N 0 ......,••••,' • I ATE •CONC. PAD W/ GATED MAINTAINENCE . - ..------- .. ,.. 1 ';frategr.4.4WONAW40,'7r:,.,•,444 • r4 i. . I ' ..c, . R15M• .1" ° .. a N u . . -- ,,-.-„,--,,r+ . .74,,,,,,-.':... ....7,,,, ••• - ,,,4 444'7'74'7'77,7,r,',.'$:•?,'7"/e He/ ::?%:',7%;7,"4.4-7.7•4 -•.`••-'••-:'' •;“4•/%::4,4AAV t1,404?%M;W:040.,:$''W.7*P•'%. \ . ---:-.•--:•"•''.:-.:•-•:::: :'''.?.,t';•.;e.'7?"/0 ,.. ;7.,/.4.'e,•4'.1.4;t'7,0$4,7 g:::'.4:44;X:c'fr,gii,4704..,•%ki740.;' \\ '-'-.•:. ' '.•• ' ' ;'• '..";ti.O.,••.,7,,'' . ... "'7"!:500.1.v:,.. . -7;"--,.......,...,„„:„. ,4v,;,,,,,,,, ,;,,;‘,4-,4;„4„.4/44,4;,4,4;903/.,,,,,,,,”,,:.•,,,,,1,,,,,*,,,A, 73:0t11)=,....1) ,....? CONCESSION STAND / • :POWER TO BE RUN Z 1.-.: xi) ;WITH OFFICES & TOILET BUILDINGS - * , ., 7;:,:.; :,•:•._.:::::•.:•••:.:.-',:::;-,•--,i7:•:;k:".° .,,.:. ,..7,..,,....:.,,,,,,,,,,•:,i;-, •••;' illIllIll.- . . ;111.:: , , ' T.-.',4::i.7:111110,14,00 : i':*4t?. i:.:'.. \ , \ r • 6 (SEE ARCHITECTURAL) 1 , ':-./.;/'%•%;', 4%;/•/'-''''(''''.:•• ••. • -:::'. ::',:.=:..,..•: :;:,;. ;•.:- g.',"•;7 .fiii.:4;::;•54,'Y'4'7. -1.4.-::•-g,'•,:!,:•;; 7•'''' . 4.: 20''''S7'Ll.D1`‘ - ' - - ..\.. \-\\ t ,•••. ., ,. . . , •44.4 CLO : '''/ ' '''.' ' ••''-,00A;iiiii • COLUMN ', ' 44'/:',-- -";••;;" `'. :-/:-, .;-,2i,',-,?=,:;, 07.. ..i-;1.‘;::', -:.., ?; ,,- ....--- . _ ,, \ . \ (IN CON1RACT) SIGN AND LANDSCAPING v71 U N = ts. :CONCRETE PAVEMENT . . 49:::.:,..-- , • /...:....-.7.-, ,' . . . . . rA r(P) • /,____---.......-,........70..777;-;•:: •5••:,::-„,:,::,--..-- __- -- ---- ',..,-z,..,:,•••,\ ...,...,:s• - - . - . , \ (BY OWNER) b• \ '1 7%3 86 • • - -' - *-, •• . - ••••-• ,''•'/-...•:-., :'-.. -.-*,<:',: 'e • •,,, ,.,....,:...::::•,:::::- - 3 ACCESS GATE (TYP) ..„_...,...„„... -- ,-.1„, ,:c•L ....-I ) • 13' \ ' 7:\ zio.,1-0'e " XI 44 ,, .., .. • .•. • (1.).:•7- . :.:: Y.:.::...:,.17 10' BRICK DUST (TYP) --- --- -- 15' BRICK DUST 7X7', .., . . - - • ; .-A \ \0 ‘ ,..., °le/ , 1.4 •-•4 ti <}.., IV ASPHALT NATURE' WALK -(-- • ' ' ,...„,-. .!;?.1:5,,,,-.::,;,',-..". Ak ..,.,-,,,_ -- tl\ \ .-2D'S.'' r..\\ A\ ' ' . : '''' .0 ...1 allir ',.:5:i,.''',, . ..• O./ NOT ACCESSIBLE TO BALLFIELD \cs27 A,V.: ', '..,..,.4:,-;-,-,' ",,. .• \ \v, \ \,,.: ,,..e...:...il.,, ., .,, ,.". ..•'' /"-,' SPLIT-F..a .. ;-::,,, . . EXISTING -WETLAND / 7 \ , ' . . C 1 Vadia. le A•0111,. \ $w 40r? ,,,,,A4. ,.. .,,,,..,...,v,,,,,,.,,,y,,..,,,,,C.01040;;;;; ,,. ..., ,„fs;;,!0. i.T. 1:114. PITCHERS MOUND (SEE FIELD DETAIL) el,7•;;?2, , (TQ.REMAIN)- ' / • 1 1 \cl\k',-.. .\\ ....- I I •7.: ,,..,,(1..,,, .,,,,,,,* MU B• 4.,1•1-,TOP Ai/ ,„.,,, ,-.,,,,,,. ;,..m:;,,, ,7„,,,,,,,b. 74::.--...0.44,•„,•!,;,... ....t•.. .,. -..-' .,.,,...,.. , ''''''' %0AgOOk- - IN-FIELD GRASS UMITS \ . , '-'-'1,•.. .-.1. ; •-‘11:;•,'. r•- :-.:-. ii4;k-:-, ,-.5*-0.e i.:*ft.tfogo 'BACKSTOP NETTING _Q-PROT TECT ' 4f?.',..,. .-.. OUT-FIELD GRASS LIMITS . - GRANDSTAND - '',::,•‘-'-,' ', ;''''..'•", '''',/, ' ''d-; i7''. . •mr,A.,. DIITURB ONLY 1 \---- • • \\\ • NEEDED FOR 4.1 •;- ,:' :..w.v.7';.:. ,,. .„ ...,. .,.,,, ... .::,:.,z.:. :eat A .,,,,, ,,:,..„--.0.,.-,:•••,'.4'. ..,10..44•7- ONSTRUCTION . • HANDICAP ACCESSIBIUTY ,,::::,•.7. 4:f ... .,;.P:Wt 1'3/47.,P ;•.:-:•'--0.0.4% ... 41' •rol RAMPS TO GRANDSTAND (TYP) \ T•7N - : .., , . ,. . • •Oro' A.,,... .. .05,',0 4'3421? ' '.WI;0 LIGHTED SCOREBOARD.... "F'..1":,..)127..;!-.-'.'''..',..i•...• eJ a.) -'V •.'- ---' "7.,-.-1 'C'-•40•W". -. . l ...:0111 -.----- \ ‘\...,.\ . •I•,...1 ';',,•7,:;.:•:'* 13.0 ' '?....1 tit f t- ,-,v;*.•';'` BY OWNER \ \ _---- \ *'V-r.il.„ • .," • . • .•:-.. .,.. 1/..„.,,,,,,,., 7, 1.',,,_,,, ..... . .A..•••;... : t\,,,\, -,:. ...:.,;7c. •:::::5, ,• ,...0.7%...41,....,:o , ,., -,,,,,v,,,-.,•-•••,-,20,,,,,,,,-...,..• , • .... "............. • ‘ ,4 , Ismon• pomponmpk INFILTRATION ,...,,, .e• S ••••_ \ 7: -1.111110167tio.'' ',:•-••• \ •-.7,-•.7. •111,.. •....(,,0,400,04,00,s,...;A.44.,-• lo S \ ____. '':':•;:::::.",I;':\ \ '.'.;-.'.:;. ,IA.-WN.,V.. ;:',„„,...AW","0" 0;44..'$**500Afr 8' OUTFIELD BILLBOARD :-'..;.;:?:• -•:•:;',. FUTURE LOCKER o ---- \ ',':.-•: ::. ',' . tot, -ww40P'-' "-'":4,KV.7 40.,,,:., -,,,,,,A,4,,ww.,,,07,;-.,-40-,4•,• •••• --,,,On•34, FENCE ,_,,,-. AREA #2 • or . \ '‘ \ . • ' \ 01.1 , \ :::•.•,,,,-..s.,..:40a.~0,4.zgovek" '.---•1-044P.,•," -..g,-.',,A•te,,,,,woowawwwfAs-i--4ik,AVo P • 4.r.„ ...... . .•:* ,_____ , k,401 ROOM -71 ' -- - • 577,rwooxoyou04414-p•; •7 •,..0.,y•..••=>•-•07s, NOT-IN-CONTRACT \ \ \ ,,,,j, .140X,w;.•• . .90,,--..,.4 i*••4,.4,;'' BY OWNER - , ,. :•:_.:7,..; e:,,,,,,k .. ' \ OLE • .0 v. 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‘ kl0\ ._ .......: ..•-...„, ..„..,.. , ,,,o,mmo.,m,'3.'07o,,,a,...fw,' " , AO S. 0......' '" - , *44.0::..9M0,.PQMeig::,.Wp.::-0,, dilt1 \ -,,,,, „.,--„,..,w0,,,,,,w/..*:5.,,,m,4:gw, • ( FOR SERVICE OR EMERGENCY VEHICALS •'-',:mft.:."ftigw77,--- - '::''''!:'''''',..:•';'?'..iii RAISED PED CROSSWALK & .:;.- 4' . \ ........... _„,..... •. HI 5N11 \ , ,..,...-. •-,,,, -- \ . ::,,,,,,, • SPEED HUMP , ,. (BOLLARDS OPTIONAL) ., - . • 0.0* ...".. '4. 1, ‘ \ 4 '. 0 e •.. .,, A.J \ /14 Cla ,,,,,,, . '' • 45 I \tr> \ .. ..,., ,..,,..- \ COACH BOX (SEE FIELD DETAIL) ., ..„. ,,., • ,,, S. .." \,,-. \ .., . II GRASSED MOUND SEATING -,,:.- .., \\\ \ -,....., . f'..i;1,::, FIELD LIGHTING . - it- v..., .0 ...- , ....- ..-----' \ti•-• FENCED TARP STORAGE AREA -,,. _ (TYP) '.'....;:"1 • \-,- \ ; trig : '- , - .....- .. ',.,•;..,.....,: ....f.,..- :AM 4 x,,.. e . ‘ \VI\ • 4111.14 1 '414 FUTURE PICNIC SHELTER ',...W.::::•A,,, -k•:::... t - • \\\\..\\ CONCRETE - • • FLAG POLE . . 4111!4 ra,,,i Z • \ :: •-4 Is) \ III CZ) 1 FUTURE FENCED PLAYGROUND Ilk ,,, : .0,,'7/ .'.•.1i...-:::,: , ik \ , PEDESTRIAN ACCESS NOT-IN-CONTRACT P( ROVIDED BY CITY) .. ,..,.,.•:,..- ,., 000i0.0:0000e_-,'..-,.;•.-7.;_'. . ,.„,.. '. ' -----........,.. .. OUT-FIELD GRASS.UMITS ri:,. .z.-' ..i' ..) ..7 — .,c,''''' . ) s'''%.... ...'' •.,,. '" .,-:__. , _ : ..-7. •, •cv,.V k * .. I. . . \ k ' \ \ \ \ , \ \ •.... P4 PI.1 E74 z:5 i , FUTURE BULL-PEN DOUBLE MOUND .--. ....„ \ Con Z p„,H NOT-IN-CONTRACT \ .'7,4,-,: ;.7,74::...'..3.='". ;. '// \ . , '4017'4: .:5.,',".• 15' BRICK DUST ., r., . :r..-..: , , . . • N P"...1 , ,........,,,,,-.- . , ... lik, IANRFEI LAT R#A3T1 0 N .„,?..7(.•, \ EMERGENCY /SERVICE ... \ ..::-'',.' •,.. .,...,,...7:-. ..;,.- \ '- • - ...- .....- , -. .... NEW TREE UNE ...'. .T7: \ VEHICLE ACCESS - 44-1,,,..,,,,, ,,,..., \ FIELD MAINTAINANCE GATE ,.1.4.,•. , i.._ ,,,, •••• :tZ'. i . DISTURB ONLY AS NE DT - . . . „ .. t . . <2 i FOR CONSTRUCTION, \ CI. ... . .. . : ,..,.....„..„ ,....:., ,. ......-\ '''.';;. ',.. ... :.*,.;[;.;/.0;;;..., .;•:: \ J.IP ....... . , , • .... / v ."417 •AIMPrr- •. ',:?\ ' MANNED INFORMATION KIOSK 's,...',- •.:,..11,,,,,/•;:.. yj:,,,. \ .•., --.. - ....••.„.,• ,, ,,. ,,,,:. 7•;7.4"......,7;' ,:-,•1; ,.,.: 1,'.7&.-5. 7.z.f'-'':- .. .... ., , , ; W/ PLANTERS It 7• ''.....• N.,•••••• .; ,„•.••••:.:t;V:,,:::7.7q-•-.•--..-7..---,----- 1,7•••••:Y•t•-: '' rt -, ""' Nb .--- --- --\ I./ \ . .• • ... G / WI" -•<'„ --- . •••z.: ,, '‘;'''''::,';'%' ••.' . -.\--r '-';: ;-'''''''7- :7; ... , ....i•,r': ' -4' :'',',;.r'''',•••'.''', 22i'•.;!.:::7.....-.. - .-.' 111.,::-,:?::-.:''_1(..::::1717.'‘..-7111: :.- • ••. ' \ . . • ... _. ' . . TEANRTELA LOCATION-----2\. ^ \ - '04 E*4 : , . t2t :REFUSE CONTAINMENT i37 7 \ ---,..----- . /,•••• • , - OF BOARDWALK & • .... ,-- Immil . .... , . Ali. iii:00A.::...,,...-:.... :. ,:7. .. :.: . .... 0. cot •..- - ,•.i.,. _-•••••-• -._ . . \ c...) c=i• , IN15•Nll (SEE ARCHITECTURAL) ...----- --- '---- NwG i -- ---: .:• •'-` ' • .,,:::5,(%," - -- ... '" /7 fp- :''•' . . ^ . . . \ -7,.. ,,___ NATURE OBSERVATION' I , • • • . sER1V vi:W.0GEAvETE HD icELEMERENGE7NCANY cEENTRANCE & . . . 4, .......;_. .. •, . .:,,:•.-....-, -. ‘314\-° ET3 P.T.4 rit •, 1,,, Illor 1,;,,• :„.... •,.....,::..,,:-...,...., ..••:„..,..„,-,,,...,.• i 9 ...,,--077,- . - - / ..„-- , •• ••• --- .. . ,„ ..7:. .P.'1 .,..,'•••, '4 •• ,-/..•: 1•••• NV t.' / -• '' ' \• :..'':" ' = , , • ,NO IMPACT TO . . • Ns. it t w / \ ‘Csl' > /, ;.,•, -<!-..---:'- • - ' \'' ''' '' ' : . ---- , . .„..., . . - . . . . .„. • N' TLAND AREA \ \ •/ • . - - / _ \ • 'f'0\0 ' ,\.59.61 , .770'. `... •C SP. /10111" '----7_ - - 0 : , 0r 7‘41111111114." ',? 1 ,„, "• ..... .... ' 41. . . . G / 1 --- \ ,....,), , .... n ‘•• .a. /....... \ • .... - .. ... ..... Lilk \ '..„, . • C . .: ,...,,.. V ....-z.....,,.. ...... -- Z-- EW BOARDWA \ 44 i ' / / . .... ...A ' . - "Ifia --'4 4/...• I "..... , • / . '‘ X I . • . ..' . NO IMPACT TO - ( N .. - ___•,,- ____ ------...„ , .p,... _ .. ..___ ____ • • ..,------ - I WETLAND AREA (. (." \ Emil 0 \ -\ ,..... .--- --- LA k \ - \ \ ... _ • ..• — 1 lk ----7 \ ,....„... ___ --- ---......„N2,...N . • . ,* ...;,,* •C' • 11. it ------- . . ., • ---_ ___ •Ii _---'—' ---....,.. \ ------ —.........------ -------- (51' X ' I •. .. , •,, \ CP\ :-....,N, ...b, •:',-..„:-. ,s,, .,.„ ---.....---- 17-?.. ---......„,......\ • \ ., . . - N; :••.- --- ,- . Citi Cifil ,, ..------,------ ------- \III\ (5.kk,..N•% N G # / --- • \ :, , fl:4 _--- 6 3.... UGHTING NEW 13' ASPHALT NATURE ,.. . . '18 ' ....A 3j)1 •‘#%\ ) . 4. EXISTING WETLANDS AREA & NA-1.JRAL --"----:.-C.,z, ft)G .,;.----i. . \ 0 V\ 1- •/ / r ....*----- , OW) WALK TO TIE TO ROTARY \ -----r..1 .../ _...--- \ ' / --- 25 •„--.,,ck Tp• 13 • PARK NATURE WALK \ ' . . « ".• ) ,\ is , / ------ -..---It , \ EDUCATIONAL AREA .,(..1?;.r• 4 •. ,,,------...------- Ic3 -)„.-.--- . -/A \ / ....-- •/0'4?------ ..--'"10 csa / ------ -**-- ,.- Or„....______. NI\ ACCESS TO ROTARY PARK . \ )1 --* . -.•,,,4-<Dc, so,.s- • ADD RAISED PEI). CROSSWAU< : . I \ . \ ' ----1 j). - a. tri r. i. . , .. \ \ •: • \ 1 -•,---"-'*'---7---;"".- ?,:::,;•-"--- --,-7 -. ---S--."' --'-- .N.c- - ---- k' ---- , • -.-- •• -----------___I-------1---) — ---- .„--- \ R15161 cf, 0 ..- w -4- ,-.4 10 tf, ,o- tn .\ f \ \ \ *--.......--- 10..\ C.- 15 P.0( ---SV . t4b --- .........-c -------"..- ----------- ----- CONC.TRIAN 1.0 ..-----" .•-•''" .,-- --.----.' , - -- . ..,.„..... .-------- EXISTING. NATuRE wCRAISSWALK cl / .__-_, (,' ( \ ...-- W/ SPEED HUMP \ , (BOLLARDS OPTIONAL) \ R15 ‘,\\,•1 , r-k 7,7\ \ 73 EXISTING NATURE WALK H•s ,,,,,,.,,,. 1 t \ l'r^\\ \-45,% 7.,...------ ""*".... i ,...,_, ., \.\--.. 40)±. _", .... . i. . / . . . - / ... . . . - - - - \_4(.),\ .....' ' N* \ • ....1. .0), ‘,\ dk. ?, Jr$ , 0 7 RI 5:M ..-- AIMMIIIIIMIRMON MASTER SITE PLAN 6.\ (ROTARY PARK) -;- \P\c4- 8 '• \ \\ \ (^J . "• - ' 'Ve' \ \ \\N, . . . . . ./ / \ % \ 'RISM — ...----,.., \ \\ . 1 /11 - . , .., -...---\ ) - . - - . . . __...... , rn .,..,,,, \s„ __iRcl So2EK....0;DU87I SE:0:1;7:y. 0eelr.r—:4F-—0G7H E .., ,..: _____"/ 2005421 01 8. ,,,...'•'''''' 4- \ A -4---- \ - " 7,--.7 .---"- _-6•Z ICE •„. ; ' ....1 \ IMIIIIMINININIIMMIMIIIIMMINNIIII.k 3 \ \ ..--: \\ _.,...\or" *2)- 7., , ROTARY PARK //7/ , ....„---,_--- — ....._ p - - t7C81‘. , ' - DWG BY: CTM, JPM ce • A \----P \\ \ . .5-1' DD EE NN RR Ww Qo . . \ 3.\9. PPOVED § . ......', -- 1„ . _.- ----- \\ . , \ . I . .....----• „ _- sAg ." ct, •• \,- NS ,..„---- // \ ---- = 2 ---'''''--- -' MOREHEAD CITY [eiSEBAL PARK : ....-- „,\,,,,,\ ,.., (//// . ,------ ... ....„ , . — ..,.., ,-- . \ \,,------- . — PLAN GRAPHIC SCALE MASTER SITE \ 1- = 50' •. • \\\\ • C . . [ SHEET NO. -3 .....„ ,, • <._ .. .,_ ., , . SCALE ''--t- 1, " -- 50'8 1 , A \. \ z 0 • 1 1 '\ 50 .25' 0 50 , .;,1,(1 •• RECEIVE - C . ..., ,.., \'_ OF BY: .1- . CD AdimimIllieit CD NI . (4) Annoimmommome 4.- o o cv _ g,o.' 2,,0,,,t‘111011211111111111111111,:unloit,/,‘,/////,oslcss= 1 • . . „ . . . . . . . ... ......,<I...... 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 \ .„ . , (252) 726-6848 . •• .:::: r'l c.> $.- =,..., fr.3 cu \ c.', 1,-,'• ci Ar, At• \ \ . , . 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 .4, 4VA:.,4Y /•2•10;4"--- ' \ +.-- oo • c• 1.1 to PERMANENT SEEDING ONLY. OWNER TO VERIFY SEEDING AND SCHEDULE. ii.--.--- -' ,,,..,,,-,'",,..„•,,,,,...,."-I'''' %Y./0 ,,,,4,,,$;i0,0,," ,'e,l, ,,,•:. 0 k ' cr) cy ;;•-t. 1::).. o / < R4 0, g 8' VYNAL COATED , -.,0 ,„.. .1e,eP,,,,- ..„,.,•<p..w:.mo.,* ..--:;... 0 .'•44,/,- /4-4.0</ioa veo. ,.././....„...m 4. '0. / - ' . i \ cIv ., d cl ct A .g ,71 w '" -o g L') ., (BLACK) Jiff: ' ------' P' *r"'' .--.4.. -i.A4-4-.„*.,,m:W.:•:-.:,,„:,-.5 , ; .::,•00.0„:444A-t.,.2„.04w,:x::: ./;,,,"• :"•,,,,, ,,w,":, tn.,.-, CHAIN UNK FENCE .• t,, ....:. ;,•:--,..:,...0*. At v04.•;0*-A0W4*-, ,`..-4-*.-- •-x-".- 40 '. .y1Z1-#40,,,iy.e;s45 :-..-,"' , . , ,. : . . ; CD ""c5 E (0 .....: gifit~4.,, ,-'<:„;•",,,'• V114004V, .. , . . \ 14 • \\ i4 0 /' ---- :. 4•00004 ,, ••,:: •:..• ,',-.• .....•i!•:.I.%, ,,,-,..:.-.•- ---,z•-•-•,"----",z---,:,- ,.- •,(45,••:,'0.,:•,.0.,:vi2:44,',• c4 ..0.,,,,•,,,,,,,,,, ,, • ,.•;g:0.,.:tv..•,,,, fy,(4,,,,pw/'" "rayt,; w,,•••,,- :wink/i ''?; ',•:''405, U 44 I) '1 t . ....V .-•' -7*.'.: 4.-,.....:i::::;.;-..:' ..:-if'&0; '.17.-!;"°4 ..--:.,-;0•A'.4./.4.. ,i,:t•',4.-•„,,,,''':•• •4.4,40,WaNe."4"41100•140,000.M/ . : C--- - ,./. (..... c ( , •-.;;•'/'-''./,*ggS 'Pi:00,001,0K,-,43X4*,,OMPA"" '.., ) - -( .\ \\ A • • , 0 •,-.' •'"'" •/ ' ° •.• ••;;,:-.<•-%'•', ": -s:44('•7-,,,,,, 400:0;,%.0,4*,,of-,40..i.,,,,,,,:,, .,,,,,,..„..;,,,,.,„: / '\ C. t E.cO\ MOUNTABLE PARKING CALCULATION „,ip , , ....r: ,,.:-..,--.::.....',.,,,Ir.--1. '..7..._„,..,..;-.,•-7.'7 •-,..'.,, ' ,.,*•,, ,... ...,.,,;,,,,-;,•//".,-,.,.. . ..,,,, ..;,;,,,,,,,WW.1‘50,..:'. ...':.,,, --,,,,o;,4„*„.$4-, -!;'. ",,/,„,•,„-:,-,;4,T,51.50,.:!!'::::.„1.L.,,,,,;i:;;,. .::,,,,,,, , Z;::.t .-z..!,,, ,..:.:,'.,",./ . •••T 8' VYNAL COATED . - . ,\ k\ In '''' 0 ---'cl w \ PROPOSED USE : STADIUM • , . . ... . . .. . ,.. CONC. CURB 0,02-7' . , (BLACK) \A\ .4 Z `•-..1,. rn - -. • - • -- , . •. • . -.e •ow. •ii--,•-•' ...",,,,, - /,%." ;;%%%0W,‘••e'. ' '.77. -:..-,' .;,g.. ."?‘,C.', :::,;'.,,t.T.,:-,q5;WT-, :-',.' - IP— !g:7.,'.'l, REQUIRED PARKING ; 1 SPACE PER 4 SEATS CONCRETE PAVING •• ,,00,,,,,,,,,,,,,,,,,:,.,„,,,,,.,,,,,,,,.„.,,,,, ,t,.,2.-.s4.,,,,,.?:, •,7%,:.,-,":„,.,--,, ' --. ..,-r.-,,:,,,,,,----- --- -?:•.-:--,,,/ CHAIN UNK FENCE( \ \ A (Typ) , , \ \ ,.. STADIUM SEATING CAPACITY = 1,124 6" THICK w/COURSE $ ,/,' , ::,4, ...... : .,'?.:-,',„"":-';' • ... , 101111101:111,7;1,....-,...t ' '.;,`.,:?-7.1.''.:t'''''':''':-. ' • 1^.,..,-!---ip..'.7.7:A;:i.,:: :',1 .':'"'.--- - f CM-- . :c.1. . , ---Uat , ' \ \‘‘k \ °.\* \ CI REQUIRED NUMBER OF PARKING SPACES : , - - , "73 .2..\5."\-1' ./.".„4....., -- \ \ 1124 SEATS / 4 SEATS/SPACE =, 281 SPACES AGREGATE (REINFORCED IN , \ /,' i HV:':,.-....:.?.:*::;.1. .'*-4:•",:.:,..„4., ' ' /-- .1",P;:s::•.•.:4.k.,:-...!:-.s.s.f.,• -- --- --] * 1 ' \ : i•-• ., ACCORDANCE W111-1 NCDOT i; \ /.7,7:4 ..‘•..:' ,7.,..'..7.......i:,: ".7.'';',.4.7 • - .,,,,: - - -- ctivil\ cd 0 glo REQUIRED NUMBER OF HC PARKING SPACES = 7 • 0.5' --- - - _ . - - , d' -,,s -,e, ,C$*\ ''' \ \ . ''' ' '\-0A. ' oo 52 --- •r2j; -0 I, STANDARD SPECIFICATION 1.. \\''./..".-.,.'s,','..':,,:.:'.4--',.".."-";S '44f"57‘.:4 ,-Apt - --- 4,,,,, ,:12::::;:,:).;7!e.,,,,,,,,, . ____,-+ 1 \ t) 4.) ". f----- \ zier.. ef,‘ \/ 5 " uo -- 0 PROPOSED NUMBER OF PARKING SPACES = 281 BOOK 2006) I %. \ i ',,e....„,..: ......". .4,.7•,. 4.,' 0 k. .+ ."--: .::,, (3' . ........ .,,- .5;•'-'::' SIP •.,.•••-•,-: *0-. ., 1C: :::3 --- .--- .....,.,:: . ... 0 E.. 110 REGULAR SPACES OVER 12" STABIIJZED \. \'::'-"':-; ;::'; 7.'::. '. , '=-.:1.- -' 0.4..- ---so ii!:,0000N:, ti..„ •f .. ".,t 141-V ril i P. -.•:., .....,- • ... • \o \ 13'-' : \ . , \ 7 ADA SPACES SUBGRADE .„.... /'::'i..-, ,-,,,,t4 7. ,-, -,, --••,,,. -11:1-111f \T) ' \ \ \ R25 • \ m . . \ .,-, QI4 14 REG OR 7 BUS SPACES . . . • -4,i - 7 ' 1 \.44•0% , . N . ,• 131 SUBTOTAL, ONSITE SPACES, PLUS \'' . .,..;z:':.1 . ,.:0,-„wlov, ,-.? RETAINING WALL .,..;•,`'n,,-,,,A . - ••• i Z\ ,V,/: . '' ,,,, - - cr‘ \„, ---- ---- ...• ' 150 SHARED SPACES WITH ROTARY PARK 0.v - ..'' ..: 54if, • !',..;',-.,, -4-zi...i1:0L,-----. 4:=:,---,,,,,A44,44,,..--,--.!,- \ cd _:---- AA',.. .....-., :'•',.. w- 4;m1_„, OIONJW-.. \ ..--'-- ‘..•''=°071', ., . ,281 TOTAL SPACES PROVIDED ,:-,,...,,, \.: \--I'_''',\ .:;-,'...;f:, ri&O.,--..---. '1::;-r,,,ife:' 7:--- - - - 7 \---- . W,4 :.„':,-t ,:'-•„ • ,..-.-, ..„.,... ':••••,•,•;g , .000. - .•:, ,....- R5' ,:','. 5r: . - , .,,.,4, .,.-. .,d•,-.. . „ir 41 ::••,.;-*•=•;2; ,....._ - - .. NATURE TRAIL . A .,, i------46110:1re24;:- ri,1 :V....v.;;=•,',,,,-,, . \'114041-441,,,,1 : R3' 1. , , % R25• • , / .,. '.;.: :.-k.'i, .?:$-.•:F.., ii,'-s- '.-?';-„6=1'... ----.. _______>,..H. ZONING 2" TYPE SF-9.5A ASPHALT PAVING $ ' •. '.:;-',.• .":.'- .,,..ii,,,, •?-••••,-.-•.-. - • '':;:;: :'.: , .,00, :;.°.1.1°) °." 4.,-- .---_,_ , , ' , .. ,,,, •4,. „,...-- o. - 0 ' . : ,. ril CURRENT ZONING: R15M .,` 7-•r7i, 12" STABIUZED SUBGRADE 4 'I V;.14'..' • . ,..2 • f>t,,.`v' „,:, , :,,,.:.,•,. : m. ..„ ..,. 0' -4 \ ,. 1, •4 s4.0 , ADACENT ZONING: R15M (ON ALL SIDES) , . ,. . : - ..2:-., .,; :, !".....',, V•2:,*, .V\ .5.,111,A 41 • 1=211v.\''H . - . '''• , P.A, ROM"DT AND DRIVE ... 1;14 17..,:.:......,........;:',-;;?.•?:::::;;;*?:,:.c C '1';.E;Z::.:- 1 _ .,.,,,,,,,..,)111.r:11 ..:„.:4,.:'-;;;;:,;;;14:11 \,' \ .-,e., • \\ .4,.A- s4 ' .' \ \ \ ,SZ • Q . , FLOOD ZONE (4) ---AV ,:;-T-:.,-,:••: se,,,,,, .,. -. \ 4 ' : \ „ , „ • <t , : , , ACCORDING TO FIRM PANEL NO. 3720637600J . „. „.. , INFILTRATION 1 c;:lc,-ati.-0 \,, \ ,e, • 2" TYPE SF--9.5A ASPHALT PAVING moms *Oi::4.4: ,,,.,,,,,,,,,,,,,... .,,,,0;*,,„-.0.-,!• :,,,-440:0Vmsot;,,,;-:, 0-157/ -9.'11 2.4N;z65,115.°,...\ '''-;',144:'.::'‘,‘ \.1-:'''4",. 4714,*_ ..„,,,440,". .4*. -1,S,,,,10.0. ,,..,,,..:,;.. .•;', 1;;;ICR, -. _, \ n ' ' .4. ,. 8 AGGREGATE BASE COMPACTED d . '•• 2 STABILIZED SUBGRADE „..,...•..,,,,,04,,,,o,..,:::,,,,, ,mo.. ,-,,,,I.,t,----to"-----,-- -.'-.1 AREA #2 ' \ \ 4 ' ', ". 7/..0 . A I, -/% \ %C) I " • • ' 444 aP -- •0°4410610tos . -•Aw- s?,,,,Am,:oiy•, ,/::::i .. ,::-.21,./.,2, -.•... .k lig& ,.- .,;., . . ..- .. • - 3' e/'' . 4 / ''7,•C°,0.6 r- ., /, e.: :G,, .... / -..- trt 1- .." . '-' -4. \ ,00 \ \ ,, \.°. ' Pir- •- 5.'',';'4-:..10118112111'---1- vi:1111,1' , .p.. filo. \ ta,m0gxttotwiAie,S1-,-:lo' % '', 4 e . .. . . ,,.„. 0 ,.... 0' \Ne. , ,,,, ,.,m, 1 ' '' . (5‘ 'I'',;,' ,-,,, .(04., .:' Y-1,9 .d, "121 k ACV Or/..,, /7/ f • w _,..w,•,/ 4 / V// i n> fg• , --- .' i.%-44itli&431,10-' 0 #. -;:,,,,:c.,,-..,..k.,,,, ;,......._. ,.Id . .. 1 ••4;,,ww,4,0011,ZP*"'" / PARKING LOT AND DRIVE . ,, .,.,,.... •`- rip? .2-ci lip --- c-5 ‘ ' ::. .. .•„..,,• .,.. .... ••..,,•,.: .., .4XTYPE SF-9.5A ASPHALT PAVING *f,!---fif 8" AGGREGATE BASE COMPACTED .f,:4;;F::;' : • ' - - \ $ 4/ ' .,.,, r . .,„,.. . , ..,,c, rsesegel......-51-11 Wd_ to \ .co. .,.i4 • e. , _ \ra-\ of ,p`c-.." NATURE TRAIL . ..,--t.#.1. - / , t:%` 0°0\ C1■4 Cn -------"'" / ' . . •ji`''-,, • \ , ‘ ‘ . .t;-.7., \ .;.,:,i':-. ••• . . 4 ..„3, 2" TYPE SF-9.5A ASPHALT PAVING ,c- , .. •.;.•,;• 45 c R5 '' 1C3 _,..1v„,- ____.‘ 12" STABILIZED SUBGRADE -007A \-2\ • --------- \ \ A ' z. •;,,-,-,- ....,.„.. _ . ,. ., _ .... „,,,i,4••• . , . ,. \ ut,,,,,,,,fi4,4;i4-0,-,,, ".,-;-;":‘ \ -......„.. --- . • 0 7 \ li /''. \ . • rNAALTETURRNEATETRABILID . \\\\ Ir?•ti,1 . •. _ \ \ \ •••••,- ;:,.,7.4•A ,',;::::,.:-;i., \ -6, ........., . , • \ \ . .,...„. 2" TYPE SF-9.5A ASPHALT PAVING \ \ '-'•, -;,;;;WA LIL-,,,,!.t. ' •,',:.I';'2.7;.•,- -•-:. / / .',3 „ • -.-____ 1,tel ‘ '?),:p, •,l'7, . — —KZ : 'f---N ', 1 , ..4141.11.4 r:L414 .t....4z"tt4 , . i A A .4(.4 8" AGGREGATE BASE COMPACTED r....,,,f...,,,. , / ,.. - .4, ih ••••••••...-_____ _... . .• 12" STABILIZED SUBGRADE \l‘' \ ,: ,,. 1 .,z, -.:., -----..„..:7;\ ) . --.,, \ .. . . ., 0-4 •CONCRETE WALK ,.... . . _..,..... ..., , . \ i''-'-, - ' LOCATION ..._.,..._, )• ,', . . , \ .4.,i'„E',::!7!'?Iti.\-' .`';:',:;y:177..!,:. \ \ 4" THICK ---- -. ...•-= ,',. I P '---,. / ..,, . . 40? *`N,' BUMPER \ \ \ \ 1•1•1•1 C"" ;../....,,,,,,,,:•:•,i'• \ ,..,.=!.c,•'--,; ,•--.' o. *.f ,, "•• • . cc,. , \ .. • . \8' VYN AL COATED / t \ *'- •••-•• -xx ...7-•/.-,-. ••1--;...x \ ';-„,-,-,::-/4 -,:,....e 1 t',A...-4k..t'..',t"; , SUBGRADE ,,-,--,,,...... ,......,. ...., o 0' 0 . ,.-..' -% 7.•,'c) ... ...- I (TYP) INFILTRATION - \ , ......'-' . , . . . .. , .CH A I N LI N K F E N CE-------- i\ \\ ' ' '''- 17)1'-"A . E.4 \ , * \ • . \k . .. ...,........ .._,.. ,... ,, . \ \ toN Z t 2 \ ' •.:.:'''' '&.::',1&,"':,•11 .' . . ; ... ,0 ..•••-:•'-.4...„..-:.__...7,:?-41,..L.-4-71.•...1 7?"•,-- ' \ : \ • ' .,,.,,-4,-:-.!,.: (4....- :r.-.. .. ;•• ..• ,, , .25. , • •^3......0,,t,„,..;:::.. .A.7,12...i.:.;i1;,.?,;:..;.;,,,,:77,,,t.:.i.,.,, ,;,,x.....„.:;;.::.,1.y:.,,,..,_,,z-fikf.:.- ..,::.;...- ...„• . ...,.• • • t.. -...' R25tN.<44,z, /0 4• .- / \ ilawl .,.,..,,,,•:,.n..,.... .,,-.-.,--,,,-:,--,--.:-= - ‘4 ' • W/ MIRED CLEARING / \ \$ • .. 1-4 ' --•,':-..4,:::•;g,, ,,'\ , ..: .,V14..,;,4,V.,',:. . \ ..,,,,,,--,,,,I,'-,',i ;6:q.4. -'-::' . -...-..--. • .,..- • ;‘,''i __j/\ _ . „ \ ›"4 >II4 0 , , -,-;- : .- * -... -- x • _.- •. 03 ' R3' --- - '• . C)„'C „ 2" TYF'E SF-9.5A ASPHALT PAkiNG '', '...e% .: 4.,...!AZ,t ,':?:'-ii•s‘ '`" . ••••..Cit.:;...•';'..-..,,••:7-,---' I z,,,,,e ..... 11' '' '' /IT:1 1: ------:'.....":'".—--,.' - \ 'e( .;. \ INE.14 0 ..1.4 •. .ss; '7,#A IN :,;',:,, .„• c 00 \ • • -, -- ..; 2\//.. i ).,4•,;0 6.,ylk..,„:.---.. ---- ..;-------.----4-7,7_,„/". - ' • •• - - . ___ . .• \ , • --- ... .- • . VO -•\01 ''s 12* STABILIZED SUBGRADE 4-...-.. ..-, - .0-el R15' ...1 ye --- .. - ° _ --': ,..•-''''''' ''••%•.V;',' . . \ r Ni , q %,.. .., qt,, ip •-.. .,;•:: ; -.., ...:-:.:::..-..,•, ,•••.;.: 5.0 .\\., '''''''' . ;°;...-.1,---1 .---- • .i4r.-..144----- -- A . • - , ,., ,... . . . - - - . . . . .---4 , A .. A .--,1:7-.7::-.:'.;.-...--;:•:::',"..H.:,,,:\....'''.. ?a .. . - ....„... •. ,.. , 11' _ ' , , I ___ .,,, - .. ' . - - - ..;___ __- \.7 :,.. - ' • . -----... .---::"." •• ,,,,,,,,0-- * 4.9..,. I .\.,, • _ . 6'\ \,,, AO' :.7;:.c.. - 14 N 1.612 - 9' 4--,..---.* ... .,•• 5 / / ' • /g,s-, ... , _ t --- z/ ' / . -- - - * - \ . k. ., .0\ ---7-, \ \ , 0 \ •.\-59 , , A.- ... .. . ,- co 1 - - , . • \ \ \ cy 1 ) - -- - / - ' ' \ 5)..\-6 •V__>-9"% • \'iriir 'k 3 9' - "•••• R15, _ ,- . 4/ 4,11-11PI"'" - - - . - 01 - R3' '4 •"-F• -!1111,4"11111*"'"; 'f V id),* / --- ;;;,,'' ' - - \ 7 "I * ./. \ \ . . )» „ ... : \ •., . - ..„--'. -,---- ---‘-',.... l' ' \ \ ! " - ' * '.• A • ( ,• .• , . t... cloil , , z .___ .:c / '---4.______--- #' / -__. - -.7: - . • 4,2,4„,NN\NN -- . „ , t fr4 4.1 ' \ 0 . • \\ . . .. . . '7 • it ........-- ...--- „...../.." _____A--- _________. ---'''' -,-"- --'- --' '\SA 1 / 4,3 \ \ ...,.. A, 4 . r A('' ' 0 \ .. • • > \ . F.1.■4". EliGi • 0 ‘ . . ....---- ----- \ PT4 CID: •. .t...-.4 . RETAINING WALL ------ -.------ ,,N. ctS ‘ k - - 7_ /- / „ , 6 .Nt-4 . 100 c'T . ,- ----- a 11-06 ------ X 0‘ \ \ \ , .. .. ,. N t4 ir ....0 ALTERNATE BID \ . , --,----------- G '-' ( -\\ . 1" -N .1--- * -- LOCATION )),77 '''\: . • ,,,- : c_!...___ ---- ;11,- / .........----„: •yr. ‘):/[0°,1111110 - . , \ . -----.-% la b_.....-- ____ a) , ,R5. / ------ 71 '\'` P.T. BOARDWALK • .----\,\ -57. ',, \ . g . -. '01.-J 10 c ,X R49 R10 / --'--- ....--.-C.c.f... ...,----- .„----- \) APi . I , i # /c,"1-- , , (60• . •-•-'c.,---.-6•1?)P2D,'S-/.;(1-°4 , ••1 ) ., 0. \ -11 \ CD . V--- ,--<.---;-----,a,- ? ,,..-,-- cn\ V \• \ 0 acts' ...-- "-- • , /- _________7„..---- 1 -\ ', .- -1-A- ---- W/ Likill:CII NG--\ j - - '' , ':?''4•C•ki4j5 •\ \ ..• ----VX..., „---- \ \ t \ .40,1:.64-\-. • _----- / \-- -- \ : \ \\</\-, ,-.) --..,.. . . - 1 .•,.." :?. ----- Lai \ ' --",:---->-- Z -S5 \ .4_ ,.,---SE.,- ---- ----- PARKING BUMPER (Tr) I 'i \ PROPOSED . c ----- , , vo.T... --,...... \ • •. _.--, k t•I (--- \-- \ NI / \\i 1) . ------- \' . 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BCMTP: JPM ..-' ' , ------ 1 ,s,30s* Es ..-- ------- ,....,---- // "..).1..........000„........401010.......-Or\ i,,..._ ___-- ------ -- : - • - SAg-A \ \ \ \\ MORE CITY EtSEBAktL PARK „..-- ., . • • (( . ----'----''' pRoposED 1TE .5 . 12.07.0, Per DENR 161Q meaimumnia. GRAPHIC SCALE , ......... .,. Of 4 SCALE 1 50' ------- SHEET NO. , ---- L., 0 48,1- \ \ .-,-- --- \\ \ \ C--4 50' 25' 0 -- \I 50' ------ --,-,-7,-51 00' ,V -41- ,, - .. 8 0 . .. . OF 0 a ,..,•J a: i I 1 Eib .. _____=.,1 zai. 411:)#,.14;01:74,11•1;_a_ . . voiliiiiiiiiiiii ,•,71;1„,. • _..............41. 7.7.4„. • • ,,,,,,, /0 .. .. . . . . DB-1 a . • v ,..v . .. .8" NYLOPLAST . CL DITCH et_ 4. '''. DITCH : INV 41\ go ......- t ........• ., , • " . c. -•'"'".'''''' • . • 4,. . ' •'7"$' '' . ,,'(9 96) ' .\ SIP . a . .- . ,..,..--- • ,„„.... . . •;4*:.e, a . • • . r.\\ 1,11......- - ; FLOW SPLII[LK r DROP INLET \ ' ------ • ..------ ...------ ------- . • -/------- _---- • .----- . ----- \---- ------- . / . ---'------'--- _,,,--''''-',. • >, 7 •.•.)-) ,,,.. .., • „ , logor/7 "1•00.0"- - vet ct 4fr 47 -1;C\------ ,,,,,--;-.:-„, .„,, . ,- 9.96 . : ' ' -• . ' • , TOP=9.00 ,_.-.,..--- _, ,, /' /,----------. ' 4‘, , ., • c.,-• 4441.,./:;,.s.,,_ . . ,e''''......".. . ; ,...,,,0 • . .. . •,,,,,,,,- , . i -- .,PVC, '•• .\-„ •\ ." . . .7i••• , ' '''' „:„,„.,-.- -"- ?...: s •. ,,,AL 167r___ ,,,, ,,,,,- .-------- ,. 0 11:-.." 1 _.,,Y, •-1? c,..4. / _9.96' . DR1••• : ': ,, • • , '`.. '', .';.,,,-/- "''''' ,,, - .lb. .; . • , ,,I,.•,,,,:•,..„,,,- ---- DB-3 6' ADS ....----- ------ Oi(- .. / // „,'''''',';;;5';'"'- .,• • .o . '',/, / 8' NYLOPLAST . ,. ., • GR=9.50 5 LF ----- % 1 .. . ',..6" _Is . , .. .1, . - -"--- TRENCH DRAIN °Ili 0;,/ ./ INV=7.20 ; /, ------- -• , . . . --- ..------"•-•••--- ___......-- 0 I,i 0 \•2i . „ .. 'Noilliwilulli'\''‘‘ To z..........._.___.__._.___yFi„//. • , ,, , • .... . • . . 7, ...1.':.....,../. • '.1,..:'''' ' ,.,0EDI.'< •': YD113_60(TYPRATE) * 9.60 Ifl ------- j0000wweomok '''' / 4( DB-5 --- _--- ----- _____------ / k 12" NYLOPLAST ' 115 L.F ------ ___,,..............d, _.-....----- _..---:---_______-- - FLARED DID . 1 - - '..\•, . , P. .2 / ' .1. • 1 20/ 12" NYLOPLAST '" \' ;',-' ,- ' •.' • - " • / 6" ADS , • . a ;"1- 7 ------ ,_.- Tilli INV-7.00 AI NRFEI LAT R#A T I 0 N\, N z. __, -.----- CL • TCH 7 ' „ • scv / „. . • - .. / DB-2 OVERFLOW c u ,.. . \ INV=7.60 0 i=5 0.0 ° E Z Z. >'• / - " I,.. , . . ,,'- . . - " '. '' • / INV=7.65 ... p.„O'S /„,.,,-,.• ir NYLOPUIST ------ BYPASS oi 0-0 \ / '.' '. " '... :, -,,, j • ''.' ./ . . !'BN,CH oRAIN.,: .- / 25 ‘y Q GR.41.50 . ..----------7;-is e/ , , ,,„ rc >•.,`.5 ,.--0 4,,.,_. \\ / /OM '''.• I.- ••• t - ' ..) .: r‘• 1 ,,,„„,„ , . ., • .cc , V . • ,,. ' v • 7 vf. wy l'• • 'GRA !..=9.g0 / „, --- . Er IffLOPL,AST -------- if#* .--------- , ' \ . $. • • .v .' . • „77./ .,-- . -V 7..) 8-1.,9. E.14).ai-cc \ ,. . ,,, 1.. .fr 1. ''' , ; . •• '.' .. . ./ 1.///7-6,/, .. GR-9::50 _____- .0r. , ,. Ct.,- o_c:,...., c , 2 ......--' \ \ c'f=- Ln 0o.c,.., ,_-.E0-ap ''..". : • v • . . . ''' • .7',/ 1.7- 11.1$0.7,40• , /2' . •.. _........---'- •---- „ . 0 n ‘ . . 3:,%PVC ''.4 • 'P ',I ..C: .'- • • . ',. ./ °) :,/..../W ___ . .. ... . . . ,...... '.••...• •. ..•'.....•....'.'.'.•. of,i, 6-.. .i'3 a-T1-..6"°-C 4) . , • • - • ' ' • - • - , Cr'W C 'Lc 5,..--'-C-C iiiO4_ \\,.pliekil V , \ DR1 • - - .!.. . „•••• -• , n. : / "i• 2 / Z / 1 \ / „. - • 4:11-1-- D ,.. ,_.- Cc".- 0 -6 \ \' - . . • . • .;. ' . • . / 4.a f4<z CIO '..., 0) 8'2 (:) °-',C . . • • 3 ERGENCy " A = \ , \ NV ' • • • - A9E.) . .'. .;: 1 ^•) W ,, -- t -____ OVERFLOW CI-IANNEL, EL=8.26 9 • • l CL DITCH , 3 7' . , 2.0 s .. •„. ............04-)83 1--,-2....a)-"%--'.0;-..06.-E2' cceo 4 iF:7 i 0v7 0- oL• z >,OcEvoE = • 'cN.. : • / vi• ----------* 11°- 7 ,. '', • V=-' :Doc) I- 0 0 cn I- ,........ (.., 0.1n =C) \ . • ' ,. ..7 v.; *. i "' . :V 1'6.'21' .‘ z.A UFO Arimmionol 4 ..., .c \ \ 011 1111111 \,p' :•41\ \AC? ''r, • • : ' • • '•'i "a".) .4'' . , . . / /, 1111111 ____ -.,),%7 . *10• univet sE , 0E- 1-, in cp. . ‘ ,,: - .i. . .,,i.',4, \ . :.:,/DO-7 k \ ----__ , ,--- ...7:,....V...., . . // •,,A .7 6.8' 'ci-5 c c„.,;1 NA• Icz< P4 ° m \ •• •,'' • 7.i ', \''s i 12" NYL•-1,AST / • ..•-/•A-''' \ $-, ,d 0 i..., ' ' 6'13 LF LEVEL --.77317ZP ( ' \ \ \ /• , ,,,: ' •.i , i . . IA ..n op 9....------.. DasT. ----,....-- \ :•-49, - i / SPREADBR #1/ Sjpip \ ,.....-...... /% c.T. •0 '// 's ''s s s., ', „., "••••.; . 4,' \ \'''i TRENCH: PRAI a35 / co \ ,•,.._ .,d \'' BE FlU_ED IN . ---------,,,,,,-- A . , * iiii . , . . ., .„..., el , .,....,., ''''''.;1-..,,,•1; j ' ' ... • ... 1\(VP) 16 0 :, ...',;:'...1.1.:..1::,,:;-• ...'•' ... *.'1'.''' ! •• 1-2' f• •lif;-1 ;-.;::00, :;,-.."*.'' .. , . .1-',,,,,, '1 v ,. . . ,,-.A., \'PRATE =09:d cf • - • • • • • • \ , .v. . • ........ i V* . g -- .--- / . - . \ -...... ..„1:1?'. A la z,--- CL DIT5li'-: , 11: ' ..• cl = A* \ ' : . , ,• ,,,,, . •i :: .,.. • '1. . :. ' \ 311 Lf 8" N '''' " ' • \ DB-8 , V 4 : 15 NYLOPLAST LA N ci=i. :' • 0 ''% INV=7.75 to '''',,,,,, , \\'''',, . . • - , •.„..., .... ,. • . • •,.. .,. .. ... . . .. • ., : '''''' ' =:1;- :: \' \.:;-.-..140." r.:•••.-••/' ' 0 \ \ , , o ' -- .., , ,.. ,____ • .„....,). /178.95 \ .••, * I) 0 4.-1 Ci 'Z',",./ • ._,' Cr, % DE3-9 •. cps .ro. \ \ ---- ... - . --.. • • 's 15 NYLOPLAST 7 " . ' .- . .• . ------ ,,.. .,. cd 1 . . . . .. . . . . . . :, . . . .. . . . . _. . . .. .. . , , . . . .. / / _____-- .... f • • • " " "" \ / - ' '' c‘•.41 -,__ / CL DI T.........CH -........."V eiM 8,50 •.9, ',. .., 66-10 °., \ 15" NYLOPLAST / .:.. ,,, -4 400110/ triVilit' \‘- v . \ •,. •,..,_, >" ' V U3RtAbifirr .''''' '4 /' - ..'• "'s, GR--9.50 •."%; 0 / / __,_ \ / §.5' ,--.-g5 ';'- ti ,-': '. INV=7.85 NO -,:; • - , .. . . . ..• ••. • .• , . :ii,:.:kc. 8.0 _. s' ,....., - / \ ' P, - c_ x ( ..„,....0" ii • , ...,- , , ,/„.., \ ! • ... ,c\,,,\ 3 0 (_ '•• - • - . ....„ ,: . .. .. .. .. . 7 6x'T/ - \ I % :•,;, : .. .. .. . . . . . . . . . . , . . ' / ,,, • . •• ,,,,. ,, . - - . . . . , ...... i 11 te.lefirl...-_____- 7 __UP-11.50 \ --Ivo° ..••• "4 • . ,.. - ..ang! • woo //4 . ,‘,. -,,•-•. .,: ;,• . 0.9,0 ,,„,_,, „,..,:.,,--A 7 7 #004. 11.40100 ,6( i' AriEgi. 11# S.. A.... "n". foam CB 44 / 2 INFILTRATION '/--- : i t----10.12. 01z) ocuo ,. '7„;:i.," •..'4.•• ....- , • .*. • \: ,, , • / \ vili \ . . - , 1•7 . . .. . . , ... ... . . . . . „ . . . .,v 4 /, / • d \. 1114001' . . \A * „ .„ ,, \ \ • I f» •./.7A,.,., . ., • • - - l '44 V NV..7.0,. - - - •••• ... 7 ' ,,2/.,, \c . .• . . -... ... - • - . .. .. . - / \ ,,,, .:-- ‘ \ - •• . • . . . • , . „ ' e•-• . . . ' . . •, . t ', r for connection of Cika / ,, _1 /,L, 7----• ...= ....= • . ', field drainage pipes. 4i, • L.-.-------**------- ---,,,,, S3* ••••• . . . . . . . . . : .-. : : : '' • ' Alk AO .. ,,e i A z - • : ____- -,.. _ _____ _______ .... ...... '''t 6 0 . a /1 /11 --- - CED / ., N ,.‘ V. .00. (6.114 ti) * DRAINAGE BASIN \ \ ipRvo:p68616.NET500LETAIL) (0. 4a2,01 GRATE TO BE SET IN \ ------ , 7 /t, ... . . / 7 , . x , „ FIELD ,. ----- • ----- . otip ' .... .....!' > '...............,... \ . . FiN4 1 ..--' , _,, ,,------ -/ ....-- ----\ 04 /. 0... .4 • N Crg!) / -----'-- \ . . ill:til :Ili ct SEE INSET \ 1 \ ik\.' ___--- __------ _---- -------- ,,,.,) \ . ,.:..) . \ •7 . . i , / GRID58--.8.1N6y1.500pLAsT \ f1.4t P4 A . . .,- , ill .,„„„, Ir(11111111 \ ____ _____--- . •-•____ INV...5.80 A , . \ v) Z /" ;;•,.: _Aiii1(446._ ----- `,.....,.. ,.,...„....0. INSET SCale: 1"=20' ...---• • . B-15 -"ORO *44 TPLI El * , 15- NYLOPLAST , INVm.6.10 .40 TI -INFILTRATIOIA: \-- . ,. al Pcg ,,r„,,v,_ Drainage Area \ fal4 Z (y I No DA-1 DA-2 DA-3a DA-3b Total , ,, \ Total Aiea 75892 si 123343 sf 114440,;:si 113648 sf 42732'3 sf i-,-, - ‘ _....--- L...;,--, • ,. r ,,r- Dei5:4%. °F9T 1 • AREA p3 ›d4 0 flu7 1.74 ac 2.83 ac 2.63 ac , Z61 ac 9.81 ac \ ------ GREL50 I.z-4 • . 1 . 9.60 Building " Y 2409 sf 0 sf 0 sf 0 sf 2409 sf 0.06 ac 1B-12 • .------ *B-14 120 LF 10' ADS •., / GR2417,00oPi_AsT INV.•150 CHANNEL 1.!-8-` * P 1 C.,•...)Bleacher's " Y 7743 sf 0 sf b gf 0 sf 7743 sf 0.18 ac . GR•=9.25 _____--- 15" NYLOPLAST GR•=9.00 4 Field N 0 sf sf 0 sf \\ ,s, iNv..s.so / I- ell* RCP, 18" ADS :CIA 9 Asphalt Parking Y 0 sf 31060 sf 45738 sf 0 sf 76818 sf 1.76 ac 4\ \\\ A i-i DB-11 '1 LF ------- 10' ADS ., - -• / jp.. , ,w spurrER #3 IIIIIIIIIIIIIII NTAAL.EsS 0 -.•!! 4 1 ... , Asphalt Nature Trail Y :6149 sf 1244 sf 320 sf „ 0 sf 1 10713 sf 0.25 ac , 10" AD ,13_13 41 P.1.1 I-OP INLET RIP RAP j5° I (agi 7 ....-\ .______\ /A/ Boardwalk Nature Trail N 0 f 904 sf 1 930 sf 870 sf, 2704 sf 0.06 ac 12" NYLOPLAST GIR9 25 '4141111 - 4.44: Conc. Walk Y 9283 sf 6131 sf 562'sf 0 sf 15976 sf 0.37 ac INV=7.25 ',,,,,. . 15" NYLOPLAST _ (4,..,6.) TOP..9.00 1Nv.5.60 _,../ Curb Y : 0 sf 736 sf 1462 sf 0 sf 2198 sf Q.05 ac --,---r- 413:2) ,DEWALK e ..... / ag), il.j......: (SEE Da ,---_:__;„ .., a< • Gravel Parking ' Y 0 sf 0 sf 0 sf 0 sf 0 sf 0.00 ac . , ..d... e.101.1° 0•7 <4 'CD ,--------- _..._.------" VVet Pond N 0 sf 0 sf 0 $f 0 sf 0 0 0.00 ac ,,,p,& 4411:ED it..., ,,43.44: * , rtiRv-79.i...11„,..,„ • 1.14 Wetland N 5125 sf' 5671 sf 4978 sf , 35490 sf 53264 sf 1.22 ac . 9.96 (.2..i.19) • VP --'--- ,a-------.• . ,, • Future Bldgs Y 10732 sf 3304 sf 0 sf 0 sf 14036 sf 0.32 ac \ )1114‘ . \ - • ------ - Rernaining-WOoded N 1555 sf 4770 sf 1.5194 sf 76288 sf 97807 sf 2.25 acj ------- ‘ .0* .CIM // ,, . - ' . ingi) 9.95'RIAme pmImearpvineioirnuvigso u-A sGr 3326483891%66 6482345409% 4521420558%62 ssff 0% ssff 1142"39 35680 59%53 sH r4 ECNk.eO p .... ...'-.......*Oft. ,-,-,....,4D,:,.B-;.-...-....l.1i..n,7.,.k.(.„Dr;„',•K 0'1' •, . ',D 51E02N'A LHLAFI<D,__S_\__ ,..4.••-D1••2B•"--•1N"•8Y .•L•4O0•1P0L1A0S1 0T1/110 y.; /...1......1....6.11"'11".e.1, '------1 ---.---,---,-.---,>'7'-:•,-..,7•, .....--"/. -" ....._.- .- ..----- /----/ zV \ T... ------- •/„(7/.,;,--,A,-t--// TOPBANK DITCH8.0' W/ASPHALT 7.6' GN8.50 / . , / N„N, ) CL DITCH=6.6' . -- - w/ASPALT INV4.25 / I _ / ,Y #4 . ,. 4CZI:414 ,0C""111)4',.•i•, entiez"' -__________ . • ..->---- /Y '/' ."‘ft NV=6.50 - ___________ ------- ---------- ..-------- • / / , / GP-8:50 \ ,\J. ,•/ ' x i %),N .......„/"--2----___,-------r___-•-i-5 ______„ / , QED i / / 0, ,....'-,..------- \ STORMWATER z licoiK..00: Y 6- \ TOPBANK DITCH.,--8.2 • _--------:--< IC; .:-) --- x 7.6 .. / . otVIIIVI ...............01f.,--' . \ , 58.S.00:711E PLAN i // \ \,. - „. - ' 1 5421 .01 / - -___ -------:- 0 ,,,.\ \,..•--- , isSUED: 01-04-07 ------ . ------/,-- NS ,----_,.>- / iii •T''' t-r' ,Osi ,,, " ,....------- \-----------\\ "-71 _____, x _____ ( "'"--.. \\\\, /2 ... - _-- ----\\ \---- \ / ' / i _,--- ,, \ \.. # / /4/, ----7": , '3-___-___- SWALE xCL DITCH=7.1' / 7 / Al A ,.•, . •I, 1 RD EW\'(131:I°Y N:pPS ee rr DDZC EELT NNFMRR: Gw:Ho:EM i -------- ,i-jr.;._.--- \---rj \\ \ . x :L7;21___..-.---;___ _-_____,,,....----- TOPBANK=7.5' c.) . Pp:rr DD EE NN RR wW QQ 1444"144114(340410EN' * ' \ -------- NI OREHE D CITY BASEBALL PARK \ ... .4. ''' ANAGE*Wr CIA4 /7,, ' '''- --. 11 C1011 / -1: ::; \ \ ' .4' 1112..27:.50.0; , FLOW ..-------- wATER sITE PLAN \ • , '5 ,7.2' 0 < C13 r-N- , 7% py r) A r,z,"1 z N ' A, ' A. ' . G'DRIA\l' iiPH°I.NC°F4S:e,A1E:("11-17\'; 7 7.0 1PF .-------------------- ------- 0.. ('‘k„) t I" A '44, I r fr-',1 ‘r‘ 1 \TO,R, \\ /, // _„,----- :4 - N\ iimmo .. PERMITTED AS BLAIR POINT PARK C-6 s7s,______-___, i = 4-0-i-- 0 SW8 021206 \ / ' 8 a itfiN'. 20' 1 0 /--- '---7------40! - -----7 .,0•••••'''''..°. ' , „......... , ' OF \-----, , ow, TZEC FAINTED ,..9 .... L . . / u 1-T, 1 () ?ow? , -J . Imp ervio us Drainage Area ,0000tMliz.71%, (Y I N) DA-1 DA-2 DA-3a DA-3b Total N'S4 itS' St, , rrt';'''V Total Area 75892 sf 123343 sf 114440 sf 113648 sf 1 427323 sf 1.74 ac 2.83 ac 2.63 ac 2.61 ac 9.81 ac , :51Z, paw E bi \• \ ,..-. rn 1 _tt 44.-- womminisio4„, • Building Y 2409 sf 0 sf 0 sf 0 sf 2409 sf 0.06 ac ' , Wke) claws% 4''' Bleachers Y 7743 sf 0 sf 0 sf 0 sf 7743 sf 0.18 ac ,,,, ,fi 1,4i).1;,, • ,,,onimiiimo Field N 0 sf sf 0 sf 0 sf 0 sf 0.00 ac \ 1N1/= 3 5' • ,., . Asphalt Parking Y 0 sf 31080 sf 45738 sf 0 sf 76818 sf 1.76 ac ..:1-;; . .:1°.- 1,..p4j: 40 ,1-: Asphalt Nature Trail Y 6149 sf 1244 sf 3320 sf 0 sf 10713 sf 0.25 ac . CL DITCH Boardwalk Nature Trail N 0 sf 904 sf 930 sf 870 sf 2704 sf 0.06 ac ,. - ... , Conc. Walk Y 9283 sf 6131 sf 562 sf 0 sf 15976 sf 0.37 ac .,,, . ... Curb Y 0 sf 736 sf 1462 sf 0 sf 2198 sf 0.05 ac \ 4.1'- „, • /7. CL DITCH 3.8 )/ ill; ' '.'e .•!AV-10.1° g Gravel Parking Y 0 sf 0 sf 0 sf 0 sf 0 sf 0.00 ac • CL DITCH, 4..._1________\_____ ------- ------/ „.../.--'--.-- '7 \\-1-2 . Wet Pond N 0sf 0 sf 0sf 0sf 0sf 0.00 ac /- __--- . Wetland N 5125 sf 6671 sf 4978 sf 36490 sf 53264 sf 1.22 ac \ \ _____ _.---_-- --------- / o \--,., '29_, Future Bldgs Y 10732 sf 3304, sf 0 sf 0 sf 14036 sf 0.32 ac -- 55 . ?,.2-E• '.1"52'. Remaining - Wooded N 1555 sf 4770 sf 15194 sf 76288 sf 97807 sf 2.25 ac \ \ _-- S. --_-____- --- .--- .4•,-1-, .c. (n w 1.7-0 ,1) F2.- 4, o 0 co Q1 S222.-,SE8030)'-'-- c ,1,1r**'....'-' ------_,, ------ Remaining - Grassed N 32896 sf 68503 sf 42256 sf 0 sf 143655 sf 3.30 ac - __-- \ 72: 22,it: :w:!::'I-I-1' l:::: : -219 I.=-,ti.73 .- Impervious Area • 36316 sf 42495 sf 51082 sf 0 sf 129893 sf __-- .-- ... 6 0 00 : Era: : ::00 :: .,0 % Impervious ; 48% 34%, 45% 0%• 30% \ \ \ , _--- ,./„.„-:-.......,-- • - __..-- _-- _-- .io' ---- ____..- -.-.._. - #7', ' _v.-- ,--- t: r•O tc.) (4,7"s2E-.-1-15.2,-2,21" \\ /.00--.._--- 4-„, - ,---'- . s (-1 li, _.....-- 0...y---'. . 8,;,-_,.....- - ......-- _--- _.--„...---, ......- I Avo - 3 00 1' 3v °-'`•i• 0 ...S. >0 c E a) g E 0 \ //li •"'"--** __ _--:------- •• */ ''' ' ', •• , - ,.., •,, LL•wo 4). 0 0 0 o ,... o 0 (i) ........------ ____,..---------------- co ------- r • -v.; INFiLTRATION AREA #1 , 11111111111•011111 i .40(111. : 1111)11i- • - /-' \\ \ . - 1--- -1- E 8 iir) ,,,,N. (,)C:) 4.a kr) 0 • CA aZ 0 t'l •fa• Q U ...,_...... ,,,, -------------- ''''' (N)0 .4..r.," ..,t6c1 03 "Ct / -- ----./1 .'''e ' . - \ ,,,,,,,,....." ......,..... ***-'-'". ,,,,.../ s.„, ,-;'-' //'"d .!,"4. '' ,' ',., /* Cs ,%- ..ri ozi rl 4 2 Q u .#"*‘.. ______ ..-----------------.... , , , • Cr •P% '-'#' / --- --- \ 7 \\ g Frl 1.4 cd 1..N * ' •••3 0 ' / # Ell;-c5"4 Csi.. W CL. DITCH ' 2.0' ' ., \ \ '' 61 g 1 ri. ./ ./,,,i'' - - ,, - .. \• W,:' /',.---::::----1\ ' . •°- ... ;, . ... , --__. r1 -' ,--k ' ,,,....\ -------.. ---- V 0 \ .4- 6 '1 .. 1.., = / / , , , ,• ., .,I , \\.,, \ \ _----, , u C•I'f 1:1 02 \ ...--------- Nbr. . • "Ft Qo 01,01'. ,,..r.• , ..------- (1) 0 .- --) 0, 1 '/ IIPA . 7 \ , /---- . " \ ,---- - "...........de / liti 0 f•-% 0 , / /-/ ''__, ol \ 1 , / . L., ,/ -____ cz: .toi - w.f., . / \ ..„‹.;.,- ,,"" CL D175C4-1 ,-- • „ " ' ------------- ----A \ \ i ii ; (6 2 A' ' / ;--' r•14 01 :-.',', :,, '' .--------.---- ,. ..,.,-------- \ 6 ....------ ------ ( 6 . 1 \ 0 e \\\\) jo \\ \\ ' / \, . • ., .( •„, / CL DITCH 1../ / . / Iiii•\ .. , /•x Vr& CIA ..x 5.3.' , • . , , ..,.. ----- 7 :-- INFILTRATION/4- \ , •- ' 9,' , ,a0lie# G4 \\\\\ 44t *\ i 6.5' EA #2 \\ 7 . r -....... 'A ,... / AREA 0 * f -.1 ',44-iif ' ........./ -.:-.'\... ) 7 2 00's..•* fg / r . ,.; 04 , il / . / x .•0...0 ---., .00 / e4., L DITCH , C1.4 rn ‘....i _------- $ \ , 0 . . ..- / -- .,- - .. 11" 4.2' ----------- , \ li\ ,------ 2 • ._____ \ ..... 000 ___.... ........... .----\ ----- --;---, ..„....---1, , --------- ----- / ..... • -------- • - <1> •,_ \4.,.. CL ITCH fill CI V-- RPM r7 : ..----- .01 --- I INFILTR7T1ON s' * - ---i V\ --- / , \ • * N .e:4 41 E-4 ..-- . / • r AI I AREA #3 ..------ ° .....-• ----- ------ ---- . .... \ / ....) 7,Ae reA -1, f "7 CP _..• .:::,,..f,, ________:: ....,.4., ......... • ...,___ , , ---____ %• :) ) ' 4 .„.j°b'' WI.P „,,,---'-'-•-' / „,--- ---.---- .....er#°..r."- • \ . 48.1e* . .. . . V (1) q _ ,...e.., . , . . ,"--•t.-4 ---- ______________\ wila‘ , . 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NC, --->"-- . /'-- --' ) S rs01.7E114 pWL AA TNE R 1 -,-:.---- /0----- --- \--- \ // DITCH=7.1' )iA\ - .Y / , c'----I \\ \ ( / 2' ------ TOPBANK=7.5' •--- - - --, r.• INV=4.2 • 3......2.7>,---- _ ki \ .........,-- FLOW _____,.....------ . \ \\ \ \ \ 7• - - • --1-. . ,. - .. \ .7.2' 4 -____ N \ ..11111110•11•1 61 . • . \ , \ ,.-----<--: . ---...- y . • " ' a . . a ' .C3 IPF 7.0 „..----•-• , ... \\ /// ./ \ 2005421 01 „7...........„. .‘rt: \ \ ---\ \---- __/ ___-- „------ ,-- ''-'- \ RcDisEK:1 :BBD °1---zc:Tm4F::::j7HPEm \ // ........ \ - g \ .---------- , V..-- \ 1 ( TOPBANK=7.2' MOREHEAD CITY BASEBALL PAM< ...,------ o ,,----- 1/ .. ----------- (.) GRAPH rI)1•1%4\11INICCSA41°G1ISNE°C4°LIE:1‘1141:_kl:ELC1‘:°\IEMIRR4Q°6:1SME411-°1-riNv (A w 0 1 \ ,.----- ,--- -- D ttAi NA-GE BAsiN PLAN 5 0- C mi ID SCALE = 1 " = 50' 6 N. ___ 7.6 / i inriairsimminiol" = 50° cK < - , SHEET NO. 8 T , 8,4 ‘ ( 6B ? 0 FR0- --tt Rv PAP K 50' 25' 0 50' ... .... c.; • $ -At I \ %, IRE Ei\--77-1E-419"' . 1 OF . c.) --- p, 0 1--.- t> , r- r ppr er :00;1000/:_or - vip..-Npuv rb, ..............e........0.....t......,......v.A. -- ---—,, ioiiiiiiipipplimo"-- \R.... I\ vos / 10, .A4..,,,,-/-- ----- () 110- 1---1, ,r,,,,4„._-,-----..'' z_.-§1,.., !.,4.-lifts2 CA \ DSTA \ D 0 1P Po %,$,:at„'" 6 41§1 = ..., __ %</44,e,......0.41Y, / � '� 10FT BRICK DUST fl p s '��,ry,llllf llilN1�` ,,,,, , p `'� . 1 n uuup,� v ,,,, .,..,__ FIELD MARK-OFF 114:1�`° '4► � C� j 1 OFT BRICK D ST MEASURES 26-FOOT •-..,-. .._ -4---;,..-_ .,1' g �, 3UG — OUT DIAMETER i'_ „......,.. i 3> 4</ \ _,... --•ill Ili ' \ ' onnlnlmn11a1° �, ��..._• (5\ COAL ' / _1 - :,aol:iiri Oi ( ) 0 ' " 4 _ ow ° 1.� w c zt o CJ ON DECKc. — / �� 82 TYP �W 0 0 N_ V �� lb�// GRASSED 6„ c = Quo ° MATTING Y ii . °.°0,2 H of, �� (BUR yz o Nr °� sr / / (� ( � EE �' yv o'3 SO INFIELD SOIL 0 GRASSED 8 � sE o � ° C ' l,...,c ,s; ok, U7 p-O L+L+ 0 0.-.p�g_ O O O N N 1111 co I (CLAY OJ 0 ° '1> O v i c,5 °A ,--: a Q � 0onQ tie I S 0 0 'g W � � N / zLi \ , �i BATll' Cif1\ - a � o BO w� ' / TIERS BOX 8 44 FT. W x 6 ��FT. LONG */�_ HOME PLATE HOME PLATEONED FROM . . 17 IN. x 17 IN. � • � GRASSED `� � --�' � •� tII �'. CO 1'_g1" CATCHER/UMPIRE BOX: �" [ (BURMUDA 419) 43 IN. W x 8 FT. LONG \ W 3._7., ,� • :n Aill \ INFIELD SOIL t Cie (CLAY) 1-0 \ 1 O FH � - IT H BATTERS' BOX DETAIL \\\\\\\\\ ,...- ,., , , V 0 \ D = = SCALE /4" 1 ' 0„ 1 — 1 .0 ON 'ECK �� MA G .,QJ • a 0 \ Z 0 \ 1-.4 r.-4 -.'s'4 A f i, I\ I 4 C> i AI, ' .-:.'.4"----.- t‘\ 04 • W E-+ 1111k \\.‘ l‘ka �, 10FT BRICK vUST . RI 1 3 a \ (4) � o T MOUND MARK-OFF n Z UTU R E �� // MEASURES 18-FOOT (� o ` , ..k14, k, t\ i\ •• C 1OWER ROOM PLATE (24"x6'') 2' "'�1 1-4 t 1.00 ‘ , = • A A FH • COAC 'S • 0 . `I MOUND HEIGHT IS '� O U - 10.5" HIGHER THAN W M 1. sii BOX BASE-LINE HOME PLATE w �: N Q. �. 3U ( 0J1 ,� W A \ 1 \ IN FIELD GRASSED `3C \....\,.. \ 1' � LIMITS •� EDGE OF INFIELD 11111101\ MI 0 H WINS' FENk E W 6 GA. -.111111111 . ' MESH F. BRIC ON NFIED INFIELD SOIL SOIL �,' S v E OF POSTS ( P) (CLAY) INA FIELD 0 • PITCHEDETAIL - OUT R S MOUND• -_ GRASSED CO \ / • URMUDA 419) 2005421.01 -7 SCALE = 1 /4" = 1 '—©" • 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 o Be' : N OF U LEGEND - \ .,/, \\\„ , ,,,,,,,,,,r„tttt�tt ,,,,,,,. 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°: ���� 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 ,...., 1:@ ,, ckz , \ • 1 / -....--"n".-.."---.----,------ ti-'• .'"."..'14------1 .0 a _ : L�:4): ocE � oE c , I.' OW a r oao .cc7 T m�O o 0 0 ' o • ) •• ( • v / \ ` .�• • ".sr•^ 0..}„¢ trA+• ,lor •E OE- 0 t!1 �p �� U x is ..... ' a • . ate- .. •• ;,�' � � � Q'" �y � � CO —� g a \ \ \ �� 2 N W 44 p - • • w _ . , , ;` ` J ` ✓ f/ p COAVEL a �, , . _..........r.„...... \ \ / NTRC ' ,/ t\ �- ENTRANUETIO z N W., N / \ un r y.. ! - • _� _•a a ill r\ '0 • . ./* , .•�. csi ,,,,... \ \\\ / \ / t",...-10 , ,.---, , 7 . i ------ --, . . - / - N / w 74 g CI - ` t I%; \ / 0esr � cik ,r / , co / \..' ' ' ' r ___,,,,-, TEMPORARY SEEDING IS REQUIRED DURING. PERIODS WHEN PERMANENT \ __� / 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) �' .../ '/\ C') 9 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 _ I / � H I WITH A BLOWER OR BY HAND,GROUND SURFACE SHOULD NOT BEVISIBLEy \ ...---' ------ / a /' / �"'t a .....-7". \ PB FOLLOWING MULCHING. F�1 w I NO MULCHING OF FINAL SEEDING I / a f� W 1.�..1 FW a w MAINTENANCE .• \ , AREAS WHERE SEEDING EMERGENCE IS POOR,OR ,� w r °r° /7�a a RESEED AND MULCH 9 STRAW - '��� '', ® 0 ® =: • -.;; �'l �: � � _..�- ,- - . . a t) WHERE EROSION OCCURS.DO NOT MOW TEMPORARY SEEDING AND PRO- a WADDLES (TYP ��--•. / / a a \ ie4 0 TECT ALL SEEDING FROM TRAFFIC FOLLOWING MULCHING. \ w a a 11 r a , F._, a / �- . � - .._. ! . . h� H ip)mot, .. a.r.��'' -'�„ . , i• " '4 a , , • a a a ��.- -7, a a � V l i i 4 • ..„-- ,,-----' ilik• \ , , • 1. y - ii \ /III) 0 P = p ! .) - \ / %' a ERASION .., .( y f ,,,', ,`. -- j . caNTROL ''-, --__:--- \-----,_,c\-_?.... __--- / - '``•�� SITE PLAN P -- ,. , _______ „„...„. .___ _ _______ ___________ ..., .., ,,, ____.,,,, _____. _____ ___________, „„...„- i. - ti ___________ / > \ ' - ) . ,.. 2( 05421.01 i \ . / 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 . *\\ :; \ yGRAPHIC scALE` r 9 k a SCAL 1 ►' = 40'- --\ 1 "' _ 4Q, g � -"� r '` SHEET N a O J 1 z c� �'� \ / - W 2Q0r a %r,y 0 ,., ----- - -' Z'''' , t ',./i i r't f %�'d "1",")q4 1$ Ni ‘ // 40' 0' Q 40' w' .,. �i" 'v OF =O '(\���''4'1�-p",(01111UO��ot` ice,: I DOME CAPFi'Q' u02t . _C�: ix-i-� zeo_ " t�,I�n I ,471 CHAIN UNK FABRIC: ASTM A 392, CLASS II WITH 9-GAGE WIRE WOVEN ' SIDEWALK 12' PAVEMENT ''''%��IC,."""'����'',�``'�� iii IN A 2-INCH MESH i.♦Iq ""' �-� TENSION BANDS 1��♦V♦4♦1 I C�� i ♦ III♦• o1. i " 'lIIurpn 1-5/8" TOP RAIL \--.. • ��♦�11�11♦♦•iw��111 io 1% ---�.. i 1% -�.. ( `��P�Q,,�� '/ , END CUP OFFSET Ij1♦♦I♦t"♦I♦1 �1 'ti.•`• �•.f I♦Ilti♦1111 L ? s. /`� . ♦ III♦♦ i LII7J ♦♦'► ♦� .�11111♦♦♦♦♦.1♦::♦♦♦♦.♦,♦ ��♦1♦•♦I♦♦11♦ •♦♦. 8 A.B.C. -•,,,/�r �,p o,, s. ♦♦♦♦♦ ♦♦♦♦ 1O' MAX • ij�1♦11♦I♦1♦11♦1 / ♦♦•♦♦•♦♦♦♦♦♦•♦♦�., 11♦1 f1♦1�11♦11 2» S _ ��'rrrrr�mm�.'lu����o`� •♦♦•♦♦♦i►♦•♦♦•♦♦�•♦ GALVANIZED BARBED WIRE 2 STRAND 11♦j11♦1♦♦♦111 9.SA ASPHALT ♦ ♦♦ ♦ NO. 10.0/2 GAGE (ATSM A CLASS 3) 111: :: J>r 2 TYPICAL DRIVEWAY SECTION • 2 0 • ♦♦ ,,, rit:*•*VW* ♦♦�.♦♦♦*At*♦•t• WITH 0.08 & NO.14 GAGE 4 POINT 11 111r j1111 �: 410*, ♦♦:♦:♦♦♦♦��♦♦♦♦:♦::♦:♦♦:♦♦ •♦♦♦♦ 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 \� - a 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" CHAIN UNK FABRIC. ~z STEEL FILLED STEEL .4t 44 _..1 pc) A ca 1 CHAIN LINK FENCE DETAIL 3 BOLLARD DETAIL 4 HANDICAP SIGN DETAIL w ...t4 c..) c-1° SCALE: N.T.S. c-10 SCALE: N.T.S. C-10 SCALE: N.T.S. ( N E E- W g z 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 1" CHAMFER , ALL EXPOSED B ..di A Q EDGES \/ PAVING DETAILS = ,,;,'�/ /,', ;.�,�, ;�, 5 W/LIGHT BROOMNFIN FINISH SLAB �, 2 6' GATES jl/ill%%!/ /',�i%: ''�/ 9• SIDEWALK -' s" CONCRETE ( � Z° /l,i�r�,4,/i/;/,/,i/,/,/„r,% ISOMETRIC VIEW SCALE: N.T.S. /,/� a/ /, `\ C 10FILLED STEEL //�//y//�,�/�' �r e�`:/:�r % 6X6 W2.9 X W2.9 WWF MIN • BOLLARDS //�'//1,//////,/, //,/:�•,/, / .,,IIr����.��� EXPANSION JOINT 2" /���/r/%%/'/;/,/// / /iS/SAS FROM ALL EXTERIOR /ij i1/�/i y / /'r y/ /, s sy: ' W A W+A+9" X B >:n?.�; CIVIL DETAILS SURFACES /V!l/I/l,�fi .// /r�/:/./i,h/r 0. ' 5. ' 5.8' 5. I •0.Q 6.8, 6.8' SEE INSET A •WOOD7 O.Q, 7.4, 7.3' 6.5„** ANDNOTE1 FEN y4,�:/f y ,/, t� 00000000000 �.r ...d ��= 14'_2 ' CE w/ 4x4 POST 8' 0.0 8.8 7.3' 6.5 000000000000 I ,P•rA • I I IB / 1 i 5' 2.0' 7.8' 7.8' 5.0' . 00 0000000000000 I..-u-n "a '' `•" 5' 2.5' 8.3' 8.1' 4.8' o0 0°o°o°a°o°o°oo o oo o°o �I��t''��elMP'��IM 4 � u..11 „u _ 5' 3.0' 8.8' 8.3' 4.4' I I n-u I -' " ' " __-_ '-'> ' �- 0 0 0 0000000 0 0 0 ��� _ y 11 11 it If II II III -'-'- 1=� 11 .f 1 II 7 If= Eirml PLAN E Y 4 r TI u I u n n I n=n =u it u n u I n 3. 9. 8.4' 4.1' 1 I I - �i� ,n71I I,L.,_�-u..0_�,.u..n=na n=�. u..n..n_Ir.:n:.n= 5 4.0 9.5 8.6' 3,8' 2005402 6' LONG PRECAST C NCRETE PARKING BUMPER W/EDGE CHAMFER 4. 10. 8.7' 3. 235" OC 6" 6" 1/2" EXPANSION JOINT 5 5.0 10.8 8.9' 3.1 PLAN :. 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 2 FROM ALL EXTERIOR •• BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK RAMP FLOOR DETAIL VISION ' !ER QUALITY " SURFACES SECT ON A-A SLOPES 0.04. S11 ' - 1/2" EXPANSION JOINT INSET A WHERE ABUTTING PAVEMENT SEE NOTE 1 PLAN VIEW - OR STRUCTURES - DUMPSTER/PAD RECEIVED = DEC142007 s PARKING BUMPER DETAIL 7 SIDEWALK DETAIL s ENCLOSURE DETAIL HANDICAP RAMP DETAIL - SHEET N0. _ riBY. - C 1) SCALE: N.T.S. 010 SCALE: N.T.S. c 0 SCALE. N.T.S. SCALE: N.T.S. 0-10 - 0F16 4.................:*.cro,A i4tatriiiiisititoisittip,.._ 0.. 0,.....„, B --' .... ..„... , GRATE TypE P . iiii±±±4 , . .. __I_ manhole frame, and cover- for , . • % access /A-7_kw-_,AW__Si;Lraraig',ELEA.7467MY/17g1"-At; _7/117/17000,1J0fOrnn ifk, .••y 10 1 g .. ,. .. ----- -__________________________ 31 I I I I ,--, „ . Ni.13141FL=7/7-7baitifireffillfriEfitifff ,-- OP/iidEf 2/EntalgagEfjg JilfJO./le 1 „. , afdEbtiflEffiffrifiEffillaik if" lv, l›Viv / — , 0 . „, hregifififfrfOlfirfilffififlW tY14! _ , .4:... ,,-,,..., ;,,,, , ,,.. ,., s ,....-.., INTOEfftfitf0EifftJL7Finftfi 4,4! ,( oil GRATED .-.....) 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N,,, ALTERNATE SECTIONS — SIDE AND BOTTOM OUTLETS trash rack = — manufactured by ' .__ • . . _. . g 48.3 ? .--- Plastic Solutions Inc. — 2.-3 . , • /2.//0,,,, 540-722-4694 --, -- — gtL 0-01-•, -ig4o1544'ias COARSE AGGREGATE = CI] = c,-)c F- oocnt- ,_..... oclionc) 0 TI:1ENCH . . . , „ . = =, rt. .,. • ,.. .2kw t., > A L.. 1 C NSTFIUCTION E N E C /EX11" 411) DRAIN DETAIL S SCALE. N.T. . / /, \7 \ / , \\/ 0 E 13 C.".11 SCALE: a . • N T S t: CNI/ •"„:1 (-4 ;., a./ 4 '4----- - 6' . 3" RAD 1 14 .i, . Id o SINGLE NET S'TRAW BLANKET ,..• . concrete riser 4 (BioNet S75BN OR 2 I (.0 ' • IP( . a *-4 APPROVED EQUAL) • PLACE SILT SAK IN .° . VARIES* CL) ,-- .110 GRA'TED INLET A • 1 , c/ osal * 0•E fa, : ot,,•.>'''‘1)::•4‘.:44'‘''',4•*'''''',:' i , -. . • E 1 ev B B \\N \ w 1- 1 • ci .....,,,,,,..0,"°.:...#. ,11-1\\•ir,,,,„ot.‘,"*.r.-1,4,... -- -., ,.....,„„. ..... .- \ „„,,,---„,,e.c.4.-.0.5-A v:-,•\,f--'4.\\',5•\`-''4.\\-1-'4,--.)`.5-0--.: ''....,,...... ..,..... ,,-- ,, A 11 3/8 16 3/4 22 1/8 27 1/2 32 7/8 38 1/4 43 5/8 49 54 3/8 59 3/4 65 1/8 71 1/8 76 1/2 81 7/8 87 1/4 * SLOPE OF CURB TO MATCH PAVING width code 02 03 04 ... 05 06 07 08 09 10 11 12 13 14 15 16 z +4 w B 11 3/8 16 3/4 22 1/8 27 1/2 32 7/8 38 1/4 43 5/8 49 54 3/8 59 3/4 65 1/8 70 112 ,75 7/8 81 7/8 87 1/4 44 ss.,.. ,_ ce.:..t.,:j.;s.,:.:s,,.,=tvf.‘i,,.,:t...::.\--:::;.:.::,\,t':'"..-t,'',).:t3,;;,,:':.:'.-;.;1.t.:*4:,i‘.:-t;t'l:;:;\-.t4,.,-...,.:;'t,\'::.\"'.:.i.‘s,,-;:;:::::i,.l::::.v..•.‘44,....,:„.,,,0: length code 12 13 14 15 16 c 10/22 2 073/8 04 05 ,, 06 07 08 09 10 11 7 1 , part code= fR + width code +length code + height code t..4 s. I fg"•;444;4PZe.14.,:,..0:'3-,4:404,4„reet;sie.:- • 40.,41300"..,,,10440. N .1'.#44*.1-44.44*-4014:.v.,;,,s‘. .._ ...... , •(,,, -44.\\--.'e.:04,Attet,**SA#'44,,P,;Z:i"'-.040.40"..0.,j.:41.47p4t0511.4e0.,--s\''.4%;*44,;;110-tatill+rOs'a\sr,-....0.••,,,,,,,_,0" C •- SCALE N.T.S. height code 01 02 ,-....... -- -7.k.14,„,!;,it.10.1;t7-`,3,.."-;k1olerjelsee„i'Iv.%. . iteopak,704,"4.-‘,..74pi ,,,,I,Cf,,Alictilt#34*•704Ctrk% ... ''.ses44.4.0",10.1.,-4,1k.,----vi.: tos•••,,,,t r•,-.:A• . ...rot.deb.44,•400, .„,e..t.1/4.4...,1,..„.4.......0,,,,,*„...,-0.„...,,,c.,....3,4; .;••,,‘- • ., *':"-'t--t"o•.d•'*"*',-*', •54'-v=0•30-.-=.o- - —4-4.# -.1*- 07.*--,,$)--*:,0-•;*0-•;.*:..-,*-;*.-.vs, Pawl *....r.,...20-..0,4...:**.,•\*.*-,‘,,,•*-0,--..4,4‘,. 40.4. ....-.-01,.**\,,,,***-,;,..,.*---- ,..*--tos,*,.... FIAT ROOF TRASH RACK 2'' RAD -----0,*44".44,\-5,4•4#44,x40,5A, ,. iiIII1 . #.1..0, .,, ,,...,0, ,..,.5„,‘*,,. _,..4,....... ..,,,A,....,...1, ,...„ PAVEMENT g *1\14414j"k*-:*'4' ‘.f ri'f.e'ev- .0\4\4-in't4\14 414rialSr ..„,:.0,-,,,.*...-0,4 10,-,,;.-.1-,o --,\\*--1-0,,-;:o..**•"0- To-;•0- • '"`-- - '\.--' - \'''‘'`'' '''.-- ,figt4 i -Nir 44.3056°' '*":4',42:tsIttl*,;STr0;`V.,ktf,V.*:-,;\*Ift4,''420,41,:etioille.#44.:101`4,;:4° -:V..."•\e'-',,;'-V.:krr,.:0....0.7.:::i\'.--.14\\*-14*toc".444.tol- B ---- 4.**4.4,--„f..-40..•4 4.,•....-‘,T...40.40*..,...4....--0,,,„.4. 0,-- .,0..,...„,„,„*... -„,,‘.„4...,,,,...,......0,,,.......„•,0.-0.„„r.-,0....- ....-- _ ___ _...... B ..- A.-.,41-,/....• I-/.....,..-/I-,1,0-...,1,-.,1,0-,1-,.1-,J-...,....i ,,,...,I, _._...-,,I ..,...... ,....;-..,....1...., ,I. 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SILT BARRIER PROMOTION W - --) LIM*NU I I II BILS L III IBS u 'Ilan Ill V lizfib..14.17rE11771717:17117177711:1117Dis ;1,4,,,,, BigrificianvoMEETEEMME3:03 P.,n E-4 4 CH BOTTOM INLETS ,ICAL 8 CURB DETAIL _ Is 1.1EMMEMiii :7770011710nErn I f 1E0 1:1.;41:75767InnbilnancriEr9cErjLintprrriprinici115751179:900;fifilt:r 4411 2!P4 41 / riel R4 SCALE: N.T.S. _ / B --1-- iinnErErrrirr==r7rnon..,;f C II . • • • - SCALE N T S. structural L1111:111P:E:Eillali3pLI:all'strillilic1111111BID >NI of:14 E...4,4 .44°. • C> I rinmrim i<-----' A A .41,..A.,..."...,,....... i` Top View 'fl Trash Rack Assembly -4 i-...* ...,----4......... ,... . 1.4 .•,,,L:=4...„..........„...0•40... .....4....-.... • 144 ririntilr---1 -1-1 • -1...4..,,- ,......„ ... ....... .... 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I Il= r•mil 12thr-12.reiesiOs$404.0. ."10%$40.‘er%<-: 401%0' \ \ \ \ I 1- IPZ COnCiete riser 0 \\,s,,,,,,,,,..„, ,,,..,.,-.1.e.,141,413.000,1,•,%_,,,...:-.,7,..,...--_44-e--- -,-."--.7...- ' " -zr ' - '."°\.\.14.•At.'°'......•\. 4721°FiN),,,M5A4Tg ..,....„... ..-, ..- ..,,...., ............,_,..,..,,..,,„ ,..........,,„..,..„ ,..,,,...././././. . ..! '10 N't '... ' 1 N 1.--- t> \\\ • \\\ 1 • ' N 1---- N. S I L TS A C K `.'t\;.*‘°4\ks,•`°%\;t`\1\.'‘`t\%\''.‘..'0\,',,:111:1115-'71 ‘`.•eAW''. :'.4kt.*:V...\''i,fo:5:5: 4 ..\ "\''..,\V4V:..\•4 V, ..„,..\„.„,.........4 DE,_ 1 1 *.\*4 r-rii NSTALLATION DETAIL , ---, ••:,f 1 \1 i 1 110 \.. ...... . 8 ,-. g na 1 -.. -1--,,-, ,...., ,-,.... 4 " V 4 : • ' ...--'---->. < 'f • v . A (1 /4 '' NYLON ROP2E, DUMP STRAP EACH EXPANSION. RESTRAINT 2 FI AT WASHER._ / i Al iii, , i_ PROPOSED GRADE 10 -I 1-6 7-- • • 18" _i__Will.AM •,. . it cNEXISTING ELEVATION 4 . 64 -4 • I 4 44 • , .4 .---4--- 1.4 1 . .0 B—B Elev. . . 1 PAVING DETAILS 2005402 ED: 31-JULY-06 ...........issu RjPMMB,GHE LENGTH 3 .,'''': ..,,___--4-F,...,.,..„..--.4.---7,4„,4'''''''....,...4.7i,71---8\410.:17.1,1,,, • 4 . " 3 WIDTH 2, ._.-.F.,-,-,....,*%,=•0. .0, ..iv ,----$.v*.t %‘•it Aviwatil CP EARTH A 49 3/4 59 3/4 69 1/2 79 1/2 89 1/2 99 1/2 109 1/41 120 1/2 _.....- c0 KW DG BB yY:: 2 \\\•,4yaw,„.01.\on: . width code 10 12 14 16 18 20 22 24 utsiikt,OVIRONME' REVISIONS w DEPTH -\ow viw•„Atoll ti CAB° ticgr COVAMISSI°1‘/ .!4. t 0"0411014//, - A C 18 20 22 24 26 28 30 32 , 12.04.07 PER NCDENR Ls 10,401116PW . 6's QU AN TI TY ---- 3 -10,404/// < . ALL STEEL TO HAVE 3° COVERAGE tANAG EivIL- ,., -ER Qui4.11/ I ALL REINFORCING STEEL #4, GRADE 60 DIV 19314 V 2 CONCRETE. ec = 4000 PSI 0 28 DAYS .0 B 49 54 1/2 59 3/4 65 1/4 70 1/2 7 6 82 87 1/4 --- length code 09 10 11 1 2 1 3 1 4 15 16 0 BAG DETAIL io RETAINING WALL ..._,_.... vrv-Er) part code= PR + width code +length code numbers rounded to 1/4' C-11 SCALE: NTS (ex. PR1213) ILZEC--' SHEET NO. 8". DEC 1 ° 2'147 •t`'` _ Sent Co rol 8 Detail of Inlet nt Device SILTSACK i .... ..1 PiilAKIAD ROOF TRASH RACK 11 zuJ J b . CJII SCALE. N.T.S. BY..---------- OF 1 6 ,..., .1011111111•111011.1 LI -- ...-" ,-.., a: `K A a{0 Tj._ v% .4"4f *-4 T _I r1 'NA. SOD 24' 1 15' � IP'r,•� LANDSCAPE & SOD _ r ..- ��'rmrr►mllnaa��� —8 CURB 2' TYPE FCURB — SOD ````�� ►,WhIrok,„ SEE PLAN 2' CURB -.— - -- 2' CURB SEE PLAN ''' - am 1. FOR GRADING FOR GRADING 4% k:.yam si 2% 2% 2% 2% = c ., 7 = J —87 d; Aligiiti(St , nolimoo 2" TYPE SF-9.5A AC a 8" ABC 12" STABILIZED SUBGRADE (LBR 40) ,5,9 mO C L O T 0 0 or oaV- nyg . °�'' EXISTING GRADE (APPROX) = o . .T=' -, a a o„ y zi- u -,� Evuom'acua`vaowiact oo a;65 .. ' m.'"'•�ooi�4 !ri' OUSa+L+ �'ate,.,�:0 a+,,N,,.A DRIVEWAY CROSS SECTI N �� � O 0.3 d O �.E N N..N ;.a Na+ Cal SCALE = NTS Uz NQ4 _ _ � • ,tom„ Q� N . o� � ..0- OWWU a'.� CyO pEc OEDG UI d O .2 N— N:2 O E r_ O N ct Duo o `ou°r Fc8a-8So IIIIIMMININI (NI r-- m- E .= v ar 4' .-+ un c . a> >• U. (-1N d �, ° m. C/] ly N44, , C > Cw . ci GRASSED SWALE c°.i 1� N WIDTH VARIES 0 f� v W 5' 1 GRASS p C� N S 'W . 1� n) 1 1 f v -;g o a 1 GRASS FILTER 24' DRIVEWAY FILTER STRIP 20' PARKING 17' DRIVEWAY 20' PARKING I~ 4 STRIP pay 4'1 1% 1% 1% 1% _ 3 )' �, r r a — GRAVELPAVE2 W 8" ABC \ o 12" STAB SUBGRADE y -2" TYPE — r, (LBR 40) SF 9.5A AC GRAVELPAVE2 2C 8'' TYPE SF-9.5A AC 7 12rr STAB SUBGRADE. 112"AB AB SUBGRADE 2" STAB SUBGRADEABC \ cd (LBR 40) (LBR 40) (LBR 40) 0 BSECTIONDRIVEWAY R SS C O ..,e0 C-i SCALE = NTS ail Ci) /JC: H1 TRTD 2X6 TOP RAIL W/ IM4 Z EASED EDGE v " HOLESGENERAL NOTES: O 14.5I F� Z E--� 2 WEEP H \ 5:11!?. !'; F-i Z Y - I USE CLASS "B" CONCRETE THROUGHOUT. Q Q c _ // \ '� O xi co 0 r__,x.�_� PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" Z = U l 1-- 0'T1 H I I ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. a 1�-1 Z = H � > I � /\ OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT 0 O�_ E- TRTD ZX4 INTERMEDIATE '� 10" DIA PILE. r C„ Q D 0 rn X 16� 1 X 12" CENTERS AS DIRECTED BY THE ENGINEER. LLJ CC z AND BOTTOM RAILS Cl) -i1 Z Z• I I�g USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. Q LI cr 0 0 Z Cl3 O 33 — I �! IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB F.- 1-1 _ _ C� [� z Fz�'v O-n i , AS SHOWN ON STD. NO. $40.00. _ Z W crl (,y NOTCH AS REV D -__ - - - COI-- o ~ CONSTRUCT WITH PIPE CROWNS MATCHING. lL J o 12" b=�-I Z 1 0 O 00 1 DIA PILE' BEYOND :21 � D ]> D INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. '� . � � -� H �) I INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A tC ~ H \ >j.rj' �` I co O 1 POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. O W 0 =� 2x10 STRINGERS, EV. 1. " 2X6 DECKING SPACED APPROX. 1 -10"; O:C. EMI Nesse Z CHAMFER ALL EXPOSED CORNERS 1 C) C Y I :3 c..) DRAWING NOT TO SCALE. II - b�l \ ` 0-4 A PLAN �� 1 li (2� 3�4"_DIA x '12" HDG BOLTS ZJ W i;1 WITH GRATE & FRAME REMOVED III W/ WASHERS rr W ° 2X10 EACH SIDE r w BRICK COPING(INCIDENTAL) o OF PILES. T1"P. ° 4e4 CD PROVIDE 2X8 SOLID • Z TOP ELEVATION - CC BLOCKING 0 14.-0" O.C. ° ° / 5/8" DIA x $" LAG BOLTS M 0 LL. W EVERY OTHER BAY W r v STD. 840.16 FRAME \N. v ; 111 FI Z H ✓aa.,.®it• i= �,® & GRATE ■ �f r t t F"�1 N n to .` >�■ �L z Z 90 DIA PILE Q Fri $ 1 #4 BAR H PROVIDE 2X8 SOUD Q 6" A 6" �"4 H BLOCKING ® ALLilli (L/ -1 ...I _ 6 6 cv Q< a r CENTER BAYS N Arno I � Oo n 6" [ —1111YC I 1 5/8 x LAG BOLT lUIti 0 v = ( % g ICC O 2X8 TRTD X-BRACING r'® r p 1 COI _ i 6" C] ® EVERY OTHER *., y 0 ®— tl II \ 1 Z.ct W 2 SET OF PILES 'vTo 111 DOWEL L ~ ~ AlUTILITY DETAILS a D 4 O U) III H <vt SEE NOTE DOWEL{SEE NOTE? MAX. PIPE THIS SIDE 18" io _ N ~ N m r ' SECTION X- ( SECTION Y-Y H z T -..10o A Xi DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN'. HEIGHT, H) W V cis DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR 2005402 �,..,,�„__..` APPROX. GRADE I CONC. IN BOX ONE PIPE \ ISSUED: 31-JULY-06 PIPE SPAN WIDTH MIN. HEIGHT 3 I BOTTOM WALL PER; CONC E e Z 0 la Z DWG BY: JPM g D A 8 H SLAB FT. HT. FOR NININUN C.M. R.C. CKD BY: RMB,GHE �n - HEIGHT;. H 'Y 12" r- n r_ n �- rr 3 fl 2 fl 2 0 0.222 0.222; 0.59?_ 0.015 0.026 --t (� L1, 15" / ' / 2'-3" / 0.648 0.023 0.036 6' O.C. Q W in 2_ REVISIONS 11/ / .2.�.07 ADD SPLIT ILR BOX 18rr 2' 6" 0.703 0.033 0.049 IL E ` 0 24" / i 3'-0" I / Q.814 I 0.059 0.085 0 f 0 12.04.07 PER NCDENR 6 SHEET 1 OF 1 30" 3'-0" 2'-0" 3'-6" j 0.222 0.222 0.925 0.092 0.127 SHEET 1 OF 1 _r to Z iii 840 . 14 841� . 14 w BOARDVVALKw34 2 CONCRETE DROP INLET • 0 ). 4 nn CI 2 cA SHEET NO. C-12 SCALE N.T.S. SCALE = NTS ri CAROUNA diVIRONME► `t'COMMISSION CT�T�D OF 6 4AAIAFN GDP 0 DIVISION OF V'''TER QUALITY UE C 1. a 2007 6: BY": /1 4 A. ., A ..., / /7,11/1-,7- ' IS 4:9211":1111!://7,* "mom. %. •:: 0 4: .- .....''. TYPE S9.5A ASPHALT 416.4 11° tg' )4S),‘ SPEED HUMP ,,,, o CONSTRUCTED IN 2 LIFTS / . • . ,ilmmilino ootinimi!ull, , / / / ... • . ,,,, ' • . . - i , ,,,,, / ,/ ... $..," 3' 5' - 3' - / ' c7 • ,',,,s , „, ,,,, „, ,, „, 42, 1.-... •::: 'N .'• 0 . - is / . . ‘ B".• C., Si t... 14 i...Z.• • ir 'OALVANCIXO Jim 3 V:* '171.11-irk .4?4.4' , // 4.4 AIRCRAFT CARLE ... 0 '14r-rot:N.,. • -"IllitiPIP"'" was 1, • 9 ROPE /4 ilifill1110 ‘N‘V. 4(•7,//7/fitz.,/,e04:7',,/7,/,;p4,o,o/;w/ /„,,,,,,,,0 4 ,,,,i % ///// ,i,,„ . ,i • 1/' /7 re7 hr/-f,' ,.:.; -,/ /' ////,/v 'Y '/// /'' 1 / ,--J ---77 / / . ' , /' „ 0 4 •' aiki,..„ A ,,„„,,,,,,..,..,,,,., 0.5'- NOTE: CONTRACTOR SHALL APPLY TACK COAT / , i' / / . / -z- 4 , 1 ( 0 ' i • \ • ' If .. A 8 DIA TRE• Po, BEA PILING , „ to ,,, -4014vr-- -, CONC BL04. 0. 0 ' 20 FS MR x lee FT LCOCI-..............„ 1 WO arailliielti Varift itimaly ...wirier...wf qpit..0. .... . , in. i 1101' .1... al ,-- 0. ,.2 0 c 7).t a)....• . .., 8 Erg E.:,'40' Z' >• MR6'zwizasflute dipEasHeaRnot arlittalWem,.., 2 FT Noma ' l . I a TYPE S9.5A ASHPALT BETWEEN ROAD SURFACE AND SPEED HUMP ‘ & PADDING TH E . ......- .. c.3 c ,c, .2 -•-• F, - o if,CI a>. , r- _ ' --IOW- 0 ROADWAY SURFACE AND BETWEEN EACH LIFT OF ASPHALT. f/ , 2FT APART r a 1411.1111 (L'.1 Se-9 c -cc-.0 i oTulz--- c - o ::-'-' c cno-o I tia.°) 0214e a-G-0 " <c 0 t.' (6"-' 2 41, . . / .....,_ , _c . 0 . 0, c< cr) 00.0-. .....-5 `-c"-' / r a 1111 0 0 0_".:.' .,‘ .6""'E' !').. cp-rf,'Zi'° g 0-6 `: ' '' ' 11;)1&-• 0.z C7',cp c 43, g .z .,,tc ,EE4.) ,_ 402 3". (,)+s, r = ErcL.. - gc`*-- oo 2 SPEED HUMP DETAIL k ,. , .. /ilk I. .2, Pm- _ a _IPP"- L u_l 0 ° .t,'•,- . 8----..-.; . ...-t ,- , 1\ \ . . t: , • cc' ------_ - ' . , 11111/ e:__ _1-0,-,--- -....„,.... C-1 7 SCALE: N.T.S. \ ci, 45,, c,,,, „. . 4 .ND. • -----, , ,-.... .. . % ;... .. . . loo--- --= •Imi..- ,...,_ t,,,,i8 ,.. ...,„,, .,. . . ,, , ... ' -- 4 001111...a0111 I I e // C.) 4.1 .e.:, ° •.-.•... \ A . 4‘. ' • . . 0 • kr ,-- ; -Par cv PIER St I Tr,'w pm 6) ch °A t- „4. ..,, 1 ...NJ = --.... \ \ t A ,,' \ , tic '*" . -a (-1 .., ..4 CZS cl .\ A ' 4 • \ . 1;41iti/ I I Ct3 g kr, ,-,.._. .) "-- \ --"" ---.. *---..... .. \---..,,,,.. c) '-c5 e ,.. &•• i4' z SECTION THROUGH SEATING --- - ,---. U - u t---- ----.. -"-.- . '' ,---...„.. .4 4' ,r SCALE:1/4%0LO' ----- "--- --- ----- .", ., • • ..'•.'--. C ......,......., ..,... ....„ 4 1114.4"114014%..._ '''''::•:" .• ..''' ..'••• ...,._ /' '''' ' A 4• 0 W I., BACKSTOP PLAN VIEW c La (4 xD) I SCALE: 1"=30' GALVANIZED C..) n = 0 8" NOM. "ZI 4.i cci g 0 o ...0 g)..4 / 6' LONG PRECAST CONCRETE Wa (2 00) --1 -= .4 ta, PARKING BUMPER W/EDGE __ _, .a.argir - -i Vek":46-14.,-,,.."61'1.4.0t4tA _JI° n.x.•4 CCINT 2.) n) 0 • MIMI Ms.11PrOadkalts* • 2'CAP BLOCK c CHAMFER ...,10°A,W*40-r•Tterlstt4 DO Miiiikall -o-domp-dfrovip 5 _77- .._ 41,) P• IP' 1°` 'IP' _4,r44011" ,., OUTLET PIPE 7 witrisizt•isiAvet•t• • FES STONE LINING EYE BOLT (TYP) 40 = Z 1 1 ,, Waft 41114;11:01;,, sO, CLASSIFICATION i 111111 isfo40# mo-movra WON Ct *"", OM ; 1 4 4 FINISH SURFACE -1- FES -'*-.41I-T-4-1"-N31`101 4a,.......... ......., IN I coof rem ram**oft ra4 cg SEE SITE PLAN , ilLini/ fsSri d MOS,PAanarrine • W.4 (.0 . - il Sella 11010111TALLATIMI 4SN.APGALAVOOKANIZEDS C(RT:PA:aLE) pia uNI(TITIER) OUTLET PIPE 1 I 014; INSTPUCTIoNIV . .....................amietra,seta Man at: - I I ol,°°4 1 \ CI 24' ABOVE GRADE 8' BELOW GRADE w) 1 ' 5/8" X 24'' DOWEL PLAN SECTICN s cam.•410----.................,..... PACII TOWARD I I/8;44.°rA //.0 -Mo C.) CIO © 48" 0.C. OUTLET Do La We LIA, DEPTH • LINING . ,'---1- e+eleeFIL*4 ---j'r 1 ) I I \\ .4 \ NO. ow (FT.) (FT.) (PT.) (IN) CLASSIFICATION 6V%COW rc4. FES-1 12 4 2 6 & CLASS A was Ilse 4224-----,.........„ ,,,.. ... . ir 11 I I PILING & NET CONNECTION \ t ri. SCALE: NTS ........ ea Ma # .., 3,-er :I BACKSTOP WALL BACKSTOP PADDING NOTE: CLASS B STONE REQUIRES A SUBLAYER OF FILTER FABRIC SCALE: NTS SCALE: NTS OR A 6" THICK BEDDING OF F6-2 FILTER STONE. ____ lut 3 PARKING BUMPER DETAIL TANDARD OUTLET PROTECTION DETAIL 041 S _ 1 BACKSTOP WALL PADDING & NETTING DETAIL Po co C- 7 SCALE. NONE C-17 NO SCALE C-17 SCALE: N.T.S. it4 pai 1-....4 cA CD rg PITII Emi '4 , . = g P... z ik TEMPORARY SEEDNG IS REQUIRED DURING PERIODS WHEN PERMANENT A j 1 f WILL NOT SUCCESSFULLY ESTABLISH. APPLY TEMPORARY SEEDING ›m/ C) ›: %.1.1k „ ,,,,,,, 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 vagirrAllir -- SEPTEMBER 1 TO OCTOBER 31 (BEST: SEPTEMBER 5 TO OCTR 5) =1' VARIES VARIES , 1 , S. 1 VARIES 1 g:Z gl Px4 FEBRUARY 13 TO APRIL 30 2'A MIN. -SINGLE NET STRAW BLANKET SEEDBED PREPARATION: 'w< 0 11%11111 PREPARE SEEDBF-D TO A WELL-PULVER1ZED, LOOSE,UNIFORM SURF,ACE. (BioNet S75BN OR 1)W, APPROVED lt EQUAL) fr...1 illftiwk,,,,„\ /iir..... -.1.41‘iiiiiii • APPLY LIME AND FERTILIZER TO THE SOIL AND MIX TO A DEPTH ,e 3 I 0 r Ai, ,.....,(-, ..z ,i, - OF 4 TO 6". APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST N/ I 1 Il Em4 It, -:1`91b10.°1701:16 - Vire OR LIME AT A RATE OF SOLE36. FER 1000 SQ.FT. AND 10-10-10 FER- TILIZER AT A RATE OF 24L135 PER 1000 SQ.FT. j/ \ SillePr...1.,- '-'1.1+11...r. TEMPORARY SEEDING: SEED RYE GRASS EVENLY AT 3LBS PER 1000 SQ.FT.(120 LBS FER /\\ / / / \ .\/ • C14 P --Iiir 000- / /• \ \ 7 4 t ACRE), TO NO DEEPER THAN In INCI4. \ 0 0 0 00011.0111110611101010M111006110 11-1/ - - PERMANENT egEDINQ /\\ 7 000111.00 -111400 IliWahl=10101111- -6 ---- \ \ \/\/ SEED FESCUE 'BLEND OF 40% "ARID" TALL FESCUE, 40% "REBEL" TALL .11110.11111411.000 0104011 iiiiiii...0111i ------ FESCUE AND 20% RANaLER" TALL FESCUE EVENLY 1L, "W136 PER 00 10 /\ / / ' IIMMIN•111 ---' III 1111111111111"11111111111 111116111611111181111."...11 1.1 Viii ''''''''. SQ.FT. TO NO DEEPER ,4AN 1/2 INCH. NOTES: x ALL OEE121ta 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 -6:- RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR ii '5 07 REV PER NCDENR -0 .-c U.11-ERE EROSION OCCURS.DO NOT MOW TEMPORARY SEED Ils* AND FRO- 12.7.07 REV PER NCDENR ';'• c.) L.1.1 TECT ALL SEEDING FROM TRAFFIC. -- 0 E o < FOLLOWING MULCHING. w _ (g. 1 TEMPORARY TREE PROTECTION 6 TEMPORARY SEEDING NOTES SHEET NO. ? 0 O C-1 7/ NO SCALE ..........-- C... 1 7 . . C 17 SCALE: NONE 0,II 1 r:kv N:AAI„GR Ell 4E°ymoLDEtticA,CTi6c.COMM02001 SENuo::1:1E1 TI\t\j -4 CNi q- u-, I OF. o,.., 6n o -0-7.rsi i r MIN I I 1i Z 2. 0 ZZZ p A L v � =-00 2 c v I O -. p 3'2 • ,; .mot►= it- -= Z -: 5 1 �r = a ( r t i Pad raw r"vi- al C 0, 6 -. g 1 )> cf? gPillil.- 1 11 :.- 40 5i. p..4 §i r- kvV11)3 ;4? I „vie p, .�,_�.. � 1110 MIRO env.ma Thank , f PLANS MOWS wU,..II P. aai..4 -ter. I - - _ -------- 000"filiruk V iii 6414. ; :P81:1 '.• Vh, C.) <0', 1:;;;.y 00011111111,140:: ,•1/1 I,4c)‘'C; 73. 7728° z-6111". 6 ------______ ,-, , 4CD, (-) '' *40nmsimflmo 80, , all ti 8C' .....- . 9882' iA •^...... 1.: 4;fr '.1.4.1116 °ft? 1 0) 10 R10)9 10' ' :::.,,%t 2 1:411. , ., 11 . 667 17 \ --- z.,._, a a) 90. 0000° 90. 0000°' 90.0000° 90. 0000°' / . 107' J -17 10. 8' ow3A° c z_c ° A, ") "• '-'0 E ° 4>- 53' 40) 40' - - .,,.. ,,, , 77 V ""."--.--....„_.„..............,..............N.N., 7fi ) ____------ R17 90.0000° 90.0000°' 90. 0000°) .. 90. 0000°' c:1::::1 cl_68 74 1 ° \) 1 0' - (//7. 1 0 \:\\\. ' ‘1 0' 1 \ 1 -7' 0 4. . 4196 . 4, 0 --- CCI 01 v-) 4.4 0-4 p ( I ,.. 135, 488°' 0 0 0 ------------------ -------------,2 ) z Iwo • ________ _--------- ------".-- 43. . CO ct 0 Ali (1) 0 (1) a 0 , 1... 40 INFILTRATION AREA I INFILTRATION AREA 2 INFILTRATION AREA 3 1 = 0 0.4 1,0 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. w \ 0 4., 6 80 x 40' - 6' 2' 6' - 80' x 40' 6'--- 2' --- 2' 6' VARIES 6' 2' --.- ...‘ . \ , SLOPE TO SLOPE TO SLOPE TO '•'‘ SLOPE TO EXISTING EXISTING EXISTING SLOPE TO .. .i SLOPE TO 3. , EXISTING EXISTING GRADE 3: / is.1 EXISTING .5.;\ 3:/ .5;1 • ' GRADE , 5•:\ 30 3:/ GRADE GRADE 4'' MIN. CLEAN SAND BOTTOM EL 7.0 NGVD ...\ 4' MIN. CLEAN SAND BOTTOM EL 7.0 NGVD BOTTOM EL 7.0 NGVADpilz EXIST GRADE 6,0 NGVD APPDX EXIST GRADE 6.0 NGVD APPDX EXIST GRADE 6,0 NGVD ,,,„ SHVVT 5.0 NGVD SHWT 5.0 NGVD .... ..r•••••••, •••••••••••••• • •N•16••••••==.• m.on •i•• ••• ••••••=••• .11. ....• 11.01.1.01.1 .0111M 1 MIN t MIN 7.--- - --7 T 774 - . -' .. ...... UNDISTURBED UNDISTURBED UNDISTURBED lit4 IN-SITU SOIL IN-SITU SOIL 2' MIN- 2' MIN- IN-SITU SOIL 2' MIN- li CO SECTION A SECTION A SECTION A , 1 Z TRASH RACK OPENINGS TO TRASH RACK OPENINGS TO TRASH RACK OPENINGS TO 111 0114 Z TOP ell‘i TAFIDIVVRAglii TOP BE COVERED BY TOP ie0011111b1 Ei3LipiVFERRAECDKSBY ,-- EL=9.00 ----1'1---* .. . . . EL=8.50 Airoo,. TRASH RACKS - - ,--:-. -- ----- ii-- EL=.9.°° 1 1 0 41 E-4 c...) '111 FLOW 111. a• III• •X •• •.1, 0•i ,1•, •• .... ippi INV=8,26 COO TRASH RACK 1 II, , BO BYPASS BOTTOM - .. .. -.., 6" ADS .• •• INV=7.98 IlLitilli114118111111,P4Sliii° <4 41 E-1 2' AR wain. INV=67.,10Ds fil I:4 INV=7.10 IN V,----7.1 0 FLOW BYPASS LEVEL SPREADER All Cli 0 INV=7.1 0 >1.4 0 FLOW BYPASS >47 6" ADS smakorrom rii6" ADS TTOM EL=6.60 EL=6.60 II 41110' E....4 Z in EL=6.60 IF IIIIII‘lliI.'S 1111111111111M TO SWALE & TO SWALE & Eng 04 IN--4 C..) NOTE: BOTTOM OF DROP INLET TO a LEVEL SPREADER i /•"0 P14 NOTE: BOTTOM OF DROP INLET TO w NOTE: BOTTOM OF DROP INLET TO BE CLEANED OF SEDIMENT AFTER FLOW TO BE CLEANED OF SEDIMENT AFTER FLOW TO BE CLEANED OF SEDIMENT AFTER EACH RAINFALL EXCEEDING THE INFILTRATION EACH RAINFALL EXCEEDING THE INFILTRATION EACH RAINFALL EXCEEDING THE FLOW TO 1 YR 24 HR EVENT. AREA . 1 YR 24 HR EVENT. AREA 1 YR 24 HR EVENT. INFILTRATION 44 rx.4 AREA eimii = PT4 FLOW SPLITTER #1 FLOW SPLITTER #2 FLOW SPLITTER #3 ist4 , SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. W r'14 0.4 vARIEs TOP OF BANK EL=9 41 Cfp F.5% SLOPE . 3" LAYER 01 8"--\\/.. LEVEL SPREADER LIP fog 3: 1 < Z> a:I #57 STONE 50' VEGETATED 0 3' CHANNEL - - 2.5' FILTER STRIP ----'--- (Turf Grass) \`‘,,\N.........._ ,--.. A ro A WQ STAGE SLOPE (S) TO I . . IMII•••• ADDITIONAL (W) -------"--1 ( ) \ 1 r--- -- )0C)(1) ci , LEVEL SPREADER I t (B) I (m) _ .. TURF GRASS r.. DETAILS ,.., .. No j 3' DRAINAGE AREA 1 t......--- :Li SECTION B SINGLE NET STRAW BLANKET 2.1' (BioNet S75BN OR -c/ -.-.1' 3' 1' DA-1 DA-2 DA-3a ....... 1 ( r(----,, APPROVED EQUAL) 10 YR ) 0 3 24 HF2 0,29 cfs 0.38 cfs 0.41 cfs i SWALE\ / 7A A.. . IS 'UED• 09 21 06 -§ DRAINAGE '3 ASIN BASIN WQ (B) (W) (Y) (M) Nrx N \ /\,„/ A• ' .,'' CAPACTIY 0.49 cfs 0.49 cfs 0.49 cfs - ' AREA B 0 TTOM TOP STAGE DWG E3Y: VA SI2LEANET -. .v. ' (3) #5 CONT DRAINAGE AREA NOTE: CKD BY: GH E 12" ''\/,//,/2,,,f SWALE CAPACITY IS CALCULATED WITH To TOP OF MAINTAINING 0.5 FT FREEBOARD. REVISIONS . TOP OF BANK EL=9 d 8.00 8,00 7.50 1' MIN WALL STRAW BLANKET 11.5.07 REV PER NCDENR t-- DA-2 7.0 9.0 8.50 3 6.00 0.50 3 _ < _ 18" (E3ioNet S75BN OR SHWT EL=5.00 APPROVED EQUAL) 12.7.07 REV PER NCDENR , u 0 BASIN -- ____. __ 3 < DA-3 7.0 9.0 7.98 3 9.12 1.02 3 a. BOTTOM t V) -=7.00 WQ STAGE IIN, _ EL SLOPE (-S-) TO LEVEL SPREADER DETAIL '-i--,..FA--_,,FINTED .... re .. .,- LEVEL SPREADER BYPASS SWALE SECTION SHEET NO. .., i SCALE: N.T.S. LJEC 1 0 2.007 rt .,,-. .,c, EMERGENCY BYPASS CHANNEL . .., . . ka 1 8 co ,..., .... ,.. in I SCALE: NONE OF . (,) ,-.., INI a: 6,,,VAHNIScAIAOGRNEo,40LE:NitiArrt,cN0:4,17,,,oivrioix:EiTiy LiicY:__ 401""itottiS) :4?4, 4 Vt. I._3 k rl Ai-g_. -z. CO \ \ ECT TO PROPOSED. P'ttittl,- - 7...,:, -,.. Vzsifting*a"' / D �:i ' I \ LET A 4.3v,Vi\ii : ' (SEE SHEET C6) <1, �°°w t ,t, *:::$1,:',1%:,,'-,,---il: w ‘,,,,,,i,,,... . . % v, liat.s „\ti\;4.tixt‘ ,.,, 0 ,t,,,. _ _ , I -i(-?\,'.:----- 4 1 SR Ottitt ' -'' ' ' Att T�� � SA\ D INJECTED 0 \ � �"" � -� ""` ‘ \rt.*litkst.1`-'' ;' TRENCHES © 2 ' QC .v‘UIS7**1.\\11‘0•‘‘t•\**: ( SEE DETAIL SHEET) :!°1- :''-A 11/4 % \ IT gv:s 1-15"21-u-P .A4* ‘ % ii&X \ t ‘ ‘ % Ws;\ ' x \ t Wt. *Ix At X vitt* , , 50 mm ( 2 ") HDPE @ 10 ' O . C . : 00:::::00-21 v 0 \, 0 *ft ,,,*04.— % ‘ IV ‘ \ii '1*% - Ssik---**- , tt to:* ‘ ‘ \‘‘ 1Stiii*' -: ' ' . 40 (SAND LATERAL DRAM !EcL°'.: -::L2a;c0::::°-°2:2°:::;:t: LINES• A lt ‘zt% * A ‘ IL Nwit4A-s,-,, ,, SLOPE w/ FiEu) ", ii‘w - 's * \ • N Ottt w t\ 41* \ %At ‘ ; \ Ntivug\-,.i:. , (sEE oErniLs sHEEr)‘ ‘ V V It\ IV \ '' W: '' ' . \\. s ' ' 0 ‘ ‘ \AS ‘ ‘ ‘‘ ‘‘t ‘‘t% * 0 t * ‘ *:. : ':•Alt* \ \ ‘‘ t � 4 - IkV ‘ ‘‘ * % ‘ ‘‘ % ‘‘ \\‘‘‘ ‘ I % 1‘ % \W Ilkit 1 6 " HDPE PERFORATED‘ ‘‘ N 0 NI 0 1k N \\‘\\_ S' , , � g , ,, A,A.,3 AO % \*t N ‘ COLLECTOR LINE eit - S OW X ‘ ‘ - itPw % AVAW PAO \ 11/4\ ‘‘ % © 0 . 5% (SEE DETAIL \ 7,' / 4 **V ON4001A ‘ It \\ ‘ *-- .,,,..* % 0 ititSp**Om a \ % A X % * * ‘ lit :a. SHEET) 111 xl,,,iii II ilk0/ \ ‘ w \* . xcf, x e= • \*\l"ft47% OS0A a., , \ ittt* ‘ * 811, 4, z t ‘ ttit ,, 1 a tea, I � *** OW 0,w% W ono" ‘ ‘ 1.* ‘‘ N ‘,IP \ X4 .4, 410 0 It % % 50 mm ( 2 '') HDPE @ 10 ' O. C . Q .SAND JjTERAL DRAIN L�1 � **1 X *witt*** ‘ - it 0 \w" 0 1 4'f ' '' ot***, 1,'.4*- *wilt*** \ ‘..41**Wt attO O'' u \ Es — SLOPE w/FiELo) � w 0 ‘ \ ‘ ‘ \ '''H (SEE DETAILS SHEET) � :-.0%*\\*, /rt i A tit*** � o � /,„. ./ ** '),,,,, C**%;tt‘ SAND INJECTED ›.14 F „ • ( 0 1 VW° SW ‘ Ws *WWI 414W tO s' * TRENCHES © 2 ' QC . �$ afp � \ , ,yi.,, �`\ ;-_-,0-, .-4:44$0, \'w W*SWve*** \‘‘‘‘‘ S * * S- Ilk% 0: *4•1 W' � (SEE DETAIL SHEET) Ell.5 z � \ ., l 4 \ \ \\ ,e„,,,, k • - :-� �-::_. ,_ 44* % X %‘‘ 0 , ,. ......it lt,,,, -:_ Ca � c 1*4 .„„.,.._m... i;,....v.T.....,..,...41...........,...'' . 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N0. 4 Aga 2005421 .01 ISSUED: 01-04-07 DWG BY: CTM, JPM v0E — EPJ C T'� BASE3PL '._ � AR4 — 2 \ acanouw,wvivam+E, -REVISIONS BY: ZLF, °"` WNAGEMEM�� _ �11 BASEBALL DRAINAGE PLAN NORE�EAo � -r 3ASE= - __ PARK o���s��,�° `"m" = EEI BASEBALL DRAINAGE INSET F-I SCALE = 1 = 20' RECEIVED v�El' i � col � OF NO.� SOD, GRASS OR SKINNED EARTH AS SPECIFIED 2 SOLID TOP FINISH GRADE (SPRIG SURFACE) :li'�```~'0 �4,���° : 1" SAND CAP FINISHED SUBGRADE ' , CAST IRON METER BOX COVER W/LIFT HOOKS _ �~ - W N �.� EXISTING SOIL LINE RI s'� u � 3 / I I 6 HDPE COLLECTOR DRAIN ,,F,,�,�p „,,, ��'�4 :! �� PERFORM SOIL TEST & ADD 3 CLEAN USGA SAND %a „n��i��ii ,4�``` , : n . y._ �.�` .Yrc; TO EXIST SOIL TO ACHEIVE 75% SANDY LOAM MIX yy . �\ N BOX � A 4III II III II A 0,,��� � "Rinn� t.?_,.% .:� .. / � 2 X2 CONC. JUNCTION -- - - �U ''',, `. ' 3 4 SAWCUT EXIST RCP I HANDLE OF HOSE BIBB ��' � `/ SURFACE4 BE WITH �� �3� sW � hr=���:<� F, v�r�,`,i/A GROUT BOX �:.:: `:;: � ;-°::_ _`..,_'..•;:> _ =• ' I �� . . , TO PIPE `I I=IIIIIIBIIIIII=IIIIII=II�III'"� STANDARD WATER ` a:•* �AfYa"..6.*.t..o_ "`„�J DOUBLE WASHED — I�I—I�II�I—III�'I ADD SOIL AMENDMENTS ""I METER BOX /'l -$ `— ``°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 � °v N ,- >,plUhi' n d 0 143 o t _ J , \ CT 0 \ BOX _ _ - � � sp. o0' vO � � I- � SOS SRO I �� OS _ BIBB 3FTALBB 1 SA \ D LATFRAL J � A \ LI \ F BB N.T.S. BB N.T.S. BB 10 �. N � o N.T.S. 2 o x g w N.T.S. 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