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Home My WebLink AboutSW8920903_APPROVED PLANS_20120202 STORMWATER DIVISION CODING SHEET POST-CONSTRUCTION PERMITS PERMIT NO. SW8�� DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATEp� a YYYYMMDD 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IMPART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 1 2 3 4 5 /7 8 REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS OF THIS PROJECT. REVISIONS NO. DATE DESCRIPTION J 1-17-2012 CITY OF JACKSONV LLE TRC COMMENTS A SI TE DEVEL OPMEN T PLANS A for NEW MAINTEN- ANCE BUILDING C COASTAL CAROLINA COMMUNITY COLLEGE BI Ct' o wp., 444 WESTERN BOULEVARD ° �� 1'ERITIA JACKSONVILLE, NORTH CAROLINA 28541 NEW MAINTENANCE BUILDING SCO #— 100858601A NCCS # — 1813 C C US NwY >> UNm �7R °RS'TY NOT FOR co SITE CONSTRUCTION INDEX OF SHEETS D y�� CD ° Q D Z CV COVER SHEET C101 EXISTING CONDITIONS rn z C102 SITE DEMOLITION PLAN C103— C103A OVERALL SITE PLAN C104— C104A DETAILED SITE PLAN C105 OVERALL SITE UTILITY PLAN C106 UTILITY PLAN & PROFILE 11r0M��p �Sti arilhitectulnel. Cl 0 7— C 10 7 A SITE LANDSCAPE PLAN VICINITY MAP MANAGEMENT COMMISSION DIVISION OF WATER CIU M.0 E C201 — C201 A OVERALL GRADING PLAN NOT To SCALE F�,�� 31 ��11 E C 2 0 2— C 2 0 2 A STORMWATER PLAN 1 N C D E N R CHARLOTTE SHELBY1230 WEST MOREHEAD ST. 201 WASHINGTON ST. SUITE 400 SUITE 200 C203— C203A STORMWATER DETAILS ( NCDENR CHARLOTTE,NC28208 SHELBY,NC 28151 C204— C204A STORMWATER PLAN2 AND DETAILS ( JACKSONVILLE) 704/731-7000 704/406-6000 C301 EROSION AND SEDIMENTATION CONTROL PLAN PHASE 1 RALEIGH LEXINGTON 9131 C302 EROSION AND SEDIMENTATION CONTROL PHASE 1 DRAINAGE AREAS RALEIGH, INC 80NwnY LEXINGT1070 N,SC2073 H LAKE DR. SUITE 204 SUITE A C303 EROSION AND SEDIMENTATION CONTROL PLAN PHASE 2 CIVIL DESIGN : 9 91573 6400 27615 803/56 0507 SC 29073 C304— C304A EROSION AND SEDIMENTATION CONTROL DETAILS C401 SITE DETAILS BARTLETT ENGINEERING 8c SURVEYING, PC COVER SHEET C402 SITE DETAILS � oFESS,oti'ti9'--h 1906 NASH STREET, N F C403 SITE DETAILS 2106`" = ; : WILSON NC 27893 F :Po�gNS,N��``,:= a -` PHONE : ( 252) 399 - 0704 . T A� FAX: ( 252 ) 399 - 0804 1111 CD PROJECT NUMBER Pricing 1 2 3 4 5 6 7 8 02.03.12 COVER RELEASE DATE SHEET i r J I 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTUREANO IS 7 NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.R IS NOT 3 4 5 6 TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 8 REQUEST. I I 1 N/F I �\ FLOOD ZONE 2. MATERIALS,DIMENSIONS AND ALL OTHER CONOITIONSWHICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS N/F I PETER & DONNA HUISING N/F "X" HAVING THE SAME MEANING AS SIMILARY INDICATED CONDRIONS WHICH I PETER & SHICEKO MAYBERRY I TERRY BH79E PG 599 EMANN DO 3171 PC 332 PIN:435711577221 I PATRICIA 1096 PG 204RN \ ARE MORE/ DRAWINGS OF THY DEFINED IS PROJECT. PIN: THIS PROJECT OR OTHER PIN:438711576200 ZONE:R-7 DB 1173 PG 763 I I PIN:438711578230 N/F I PIN:43871157417E I ZONE:R-7 ZONE:R-7 N/F N/F ODELL & GLORIA GRAHAM ZONE:R-7 r__ _ .- � Z�` \\ GEORGE & MARY CONEKIN / DB 886 PG 855 _ us ODELL & GLORIA GRAHAM - = - DB 1103 PG 72 A /p DB 3180 PG 896 PIN:438711572078 __--_-_ - >48'- - s- �,rs=- I 1 1 / /�/ 30- / Ky _ 41' < U �-43= it �- \\ PIN:438711579197 aMt�R PIN:438711571034 ZONE:R-7 ----__ 1,� ,, � } ��rE-�/ -- � I / l 1/ \ - Oq sqy ZONE:R-7 - _ -- =T53.- r- �l 1 I l \ -- 1"29; n E - \ ZONE: REVISIONS u v so>- \ / l(i l l� I II _ �``r- \ 3`] + NO. DATE DESCRIPTION A _ _ __ _ 0 SITE EX CB TOP 38.89 -=�� __ 3-s / \ ��>- ` / /I / ) lIII TI / / \ \ 1 -72012 CITY OF JACKSONVILLETRC COMM Ex COINV. 34.44 / ____- z �44 IEIE -- = \a\��.i\ _\ \ / \ \,f 1p \ / -, 169.4 '-- 11 - a e r l--r �_ F181 JF2".-,1- r / \i'' \.� G / �=-� I / x 1 /-••t r I I / / _ \ / 1' n Pa Q TOP 38.99 A�}8.3,.4_:- =- =� .. _- _--- / INV / / � ��/((( P'p`40 ---\ _ /�_� A COMMENTS 4 Zb' OB INV. 34.34 N- - �� 35.23 I\� J / -�� /, �\ \IN 3T \ \ 'llll l /? H 'Po 57"X38" .f69:435- _---�r�==-- - / / I \ � ' I/I 11/ / ---- N -- n O ___ / // IIIyy�III / ✓ c -/'% �Z�� l I) \ \ \\ ///�\ 1 �/\\\\ `\ I // /�J/� I \� I ( _ ,A FES . I'41d111 ' -- • , "\ / / \\ r` //1 / INV. 34.33 1_�� _ //- I I �\\ / / \ V \\ \ //% �Q INV. // •\ / IIII{ /�/ i \ \ I5.53 EX. CONC. \�\ /j SIDEWALK INV. IIIIs' -� - 7 - �- - _-=�`C 35.27 EX. SEWER MH 00 ti^D�'41 \\\\ TOP 39.86' /(� / !/ l\ \\ \\ \ \ INV B" 31.64. / SV 3" OAK/-- ! \ \ N\\ BENCH 31.64' VICINITY MAP �- '/ I`-�� ' NOT TO SCALE / / /// /// // / 70P 39.79�� • \ -`-\". // WV. 36.09I' 1 \ \ \ \\\ \ \ \- Il �� ( (l J EX D1 / \ & O \ / / \TOP 39.47 \ / / �I N ` _ '\INV. 36.27 \ // m OAK \ \ -T' /� ( / / I I \ \ \ \ \ \� I \/ / \ I -' �'T, olt ETC CONC. \ � � ..` V,Ss• / SIDEWALK © 1 \ \ FLOOD ZONE .�' � \\\1 \ \ \ \\\ osier r I Odd _ \v\ v- GRASS / 3"oew^!�) '.La \ \ "SHADED X" /.. -�- Q (I _ \ \ j/MAPLE /+ 3'OAK // / \♦ \ / I \ \\\Q \\♦\ B�BOj , \\ /// I VI \ \\ �) I a �. �t IA 6 MAPLE \ / 3.OAK / ~ \Q \\ \ sn� \ j '/ 1 \' B 1 /?� _ EX. WATER LINE \\ 0 �'� \�� OFORD PEA MAPLE _��- y i/ //" +�•� \. \ /i' N % '+l\\\\\ \ ` (q+ i / / I 11 / FORD PEAR (APPROX. LOCATION) © / � 1 � / � � \r, I \ \\ I / / /' 1 \ 1 � _ \ � Iq O 2" OAK y /3' �/ \ \`�i' \'P�q I \\\\1\ \ \\ 6"R� //� \ X. �RASS\ `i I - - - /I y -/;'� 3 o i \ /1/\ FLOOD ZONE I I/ // 1\ ��✓✓✓ X VVV Q I \ 1 \ I O o'. \3- OAK )f I .•/'. . \ \ EX. 8' cam' / / \ 1 -1 P AtMLE /r/ -- \ / c ' ! TOP 40. 3 , / \ \ / \ \/ / \ \ RITIA � N8345'10•� / ' `' ��..'/ \ \ I BRnO-_/ / �� /• tfi' OAK 1 77.0 y Ex DI `�„ _ ) \ ! colNc O�/ 01 /' TOP 40.9 1 W� \ / \\'\�. \ \ \ `\ 'F/, /i / IIII '\ 3' K /4' OAK Y V. 8.72 / � /' 3' OAK-iL //' / / EX. CONIC / zo j© / i � \ )/ \a /� SIDEWALK_/ / / / m \c'o le' OAK 18' OAK PINE z' / /% 1 ( \� /'\ / \ / . /' \ \\ \ /, �/ I ✓ "�e� 1 / \ �\ X 15 // 'd /. \\\\\\ \\ 1 \\__ I / ONC /r / 35.19/ I 1 / /jj� - / LJ �✓ 2' OAK / / ` \,// \ \36.6 1 EX CO \\\\ \ / I I 16"OAK / i \/ \ I \ \�, ,,}+T�,, ,l j TOP 41.85\ Ulak, \ 1 ) I 1 I I N E W SIGN P O /^ / I INV. 39.60 "\l' \ - I I I I / I I -- 12• OAK / ///_ _ 1< \ \ \(q / / / ON.:. �, \15.�y// l FENCE INK I M zoo\ // `\ \ /1/i / / /e / G / \ / 1 _ \ .4Y � ¢-_� \ I I l / I I PINE \ 42 OAK r /� I \ \♦ TOPD40.99 ` \ )(' !i/�'L G / I ' - / ( // \ R I I I /j / / \/INV. 38.3s I \ \\ S� \ \ 1'.i \ / l ` ` f / I II / / \ \�/ L\clBr �. C\ / `\ )� / �\\"�, care \ / V � 3' OAK `` \ \ \ \ I _- / /T6P 4L /"' \ \ EX. PH Ix'oA tYOAK\\ PNE / \----- ) - - �-• � _ / � / ' 'p\ , n\ , \ I \ \ \:\ =---_----_-_--_- ,/ . I ; I , MAINTENANCE I ('AL / \ \ I /�E% DI/ \ " INV,(SB / \ ( / / e1\ .o e.. H \ / \ I \ \ lT� \(/\ \. \ \ / 'TOP 41.52 '�.(' / / \ Q' \ \-_-- 1090) © , / / \ / , © / a ,, / / EX DI \ / ,y` 1 \ \' _� � S\0 \ 12' OAK 3' OAK / \ C \ \ '/ TOP 41.70 / 1 `\ /�/'Je ` \ \ ` \\\\\\lam \�\ �\ ,�1 \\ \ I , I , BUILDING /'SHRUBS \ , 12. OAK ,� /// / \ INV,37. 21N/OUT / // INV. 35.70 1 / / I/�!, \ ` \\ \ \ \ \\ _--- 1 \\ NV.' I I •1 z" oAK z. oAK ! \ /// 40 \� - ATA[EA S\ C \\++ Y 27 gyp' / ),/ i ,S6 5�R, A2ALEA \ \ 1\ ' r ` \ \ Nn X ./ \\\\CJ OL / \ \ \il \a \ \ \ ,� SCO #- 100858601A NCCS #- 1813 C AZALEA \\ I SHRUB \ALE \\` I / ry X \ AZALEA \ \ I / / i ` \ `\ ` / `/ //// / // T6P // __ Y \ al / / INV. 3707 IN �niniEA \ t/ / / \ t \� _ �C '//O\a0`• // IN/OUT / /` \'\\\\\\ \\ )\ \\ /i I �L• I C AZALEA\ \y(��/"\� /� Y G/0.C�/ / � � \ / i'/ \ / - EX DI / /\/i\P' ../ / / �. r• NV. 2 \8 / \\ TOP 1.7 / // APPROXIMATE LOCATION 1 i / / v \\ \\ \ \ \ / \ I \ // / / rTy/ OF EXISTING BUILDING / j1 /`/ \ \\\\\ \� / ,,✓/� \ INV. J8.0 // \ /' '\ C11 ba /•(l / 1, 1 \\ \ 9� /' TOP 41.37 ` // oq \\\\\\\\\ \ \` \\-, / \ / rn \ / / / ` / \ \ 1 \ / /j� / a EX DI \ N I I - / �_ // INV. 37.07 1N \ !\Iy •.- \\�\\\\ 1�\ '\//�\1\ \ TOP 40.\t\n \ HO (\ -� i INV 37.02 IN/OUT \\\\\\\\ \\ INV. 37.69, •Oy\ /- /� / EX. PH \ \ / NOT FOR y� EX CONSTRUCTION OMP INV:39.32 11 EXISTING STRUCTURES OUTSIDE 1 THE PROJECT AREA MAY NOT BE EX. FH SHOWN ON THIS SURVEY \ l L (1315) \ I\ \ ^ /�. .\ --_-' 7/ \ \ \\ N\� \ INV- FLOOD ZONE \ \ \ �/ / \ \ ) ! 'Jal\ \ h. _?J-- \(�� \ "SHADED X" ,\ ��_b�i \ , \\ \ I /� �:- / f Q \� `y)/ \\\\\ \ / A N \ \ INV. / c \ \ \\ 1\ V. ^�5EX 70PC41.60\� \Q{�7 � / INV. 39.20 (' 1 rA P IX. 2• AI DRAIN FLOOD ZONE 0\�\3\\ \`\ \\\ \ V. EXISTING FEATURES SITE DATA C. I TOTAL AREA 97.83t ACRES LINE TABLE ZONING 0&I, R-7, 8-1 UNE BEARING LENGTH \ 11 1(1„ SETBACKS: L1 N 81'48'56' E 36.27 \\ , 111 II I I I `ya4\�\ Q I I I 1 1 \\\ v L2 I S 78'26'30" El 58.98 . FRONT 35' CURVE TABLE \ \ 3e.'d4i 4 �: SIDE 6' CURVE LENGTH RADIUS DELTA TANGENT CHD BRG CHORD I I 1 II 11 0 I C1 119.95 304.00 22'36'26" 60.77 S 72'S9'48" W 119.17 FRONT 25 SIDE 6' I I I \ \ C2 138.10 189.69 41.4254 72.27 N 62.5343 E 135.07 E REAR 15 \\��\ \ FRONT 35' II I I 1 / III III ///i/ \ \ \\\� 1 C NOTES E I I I \, // / / 1 111 I \ SIDE 10' - AREAS COMPUTED' BY COORDINATE CALCULATIONS I I I III I 1 I\ =_%�/ \ 1111111� \ SIDE STREET 15' I ( I IjJ-1 1 I I I I ` 1111111 \ CHARLOTTE SHELBY ALL DISTANCES SHOWN ARE HORIZONTAL, UNLESS NOTED OTHERWISE - I 1 / r 1 1 \ \II \ 1 I \ REAR 15' III \\ \\ 1\III , 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. ALL RIGHTS-OF-WAY ARE PUBLIC UNLESS NOTED OTHERWISE - I I I I / , ( l \ 111 SUITE200 EXISTING LAND USE: COMMUNITY COLLEGE 1 / 1 1 \ \ \ I I 1 Il / SUITE400 - THIS PROPERTY IS NOT LOCATED IN A 100 YEAR SPECIAL FLOOD � I .� III PROPERTY ADDRESS: 444 WESTERN BOULEVARD I I III \ 1 \ \ \ \\ \ \\ III III 1 CHARLOTTE,NC 28208 SHELBY,NC 28151 HAZARD AREA (FIRM # 3720438700J, DATED NOV 3, 2005) I I 1' I- 11 \ \ II III REFERENCES: DEED BOOK 390 PAGE 627 I I \ ` \ `\ IIIII I I 7041731-7000 704/406-6000 - THERE ARE NO CEMETERIES VISIBLE. \ I I\I\\\l� 1 EXISTING BUILDINGS GROSS FLOOR AREA: III I I I \ \ \ \ \ \ \ \ THIS PROPERTY IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, I I ADMINISTRATION BLDG 11,750 S.F. RESTRICTIVE COVENANTS AND ORDINANCES OF RECORD PRIOR 1 I II I I IIII \ \ \\ \\ \\ 1 \ BUSINESS TECHNOLOGY BLDG 28,700 S.F. TO THE DATE OF THIS PLAT CLASSROOM 'A' BLDG 9,978 S.F. LEGEND \ `\ \ \\ \ \ / �1 \ RALEIGH LEXINGTON - WETLANDS, IF ANY HAVE NOT BEEN DELINEATED. I I I I 1 \ / I I \\ \ 9131 ANSON WAY 1070 SOUTH LAKE DR. CLASSROOM 'B' BLDG 9,978 S.F. , '' \ 1 \ I I I \ \ \ IIIII)I \ - ALL ABOVE GROUND UTILITIES SHOWN HAVE BEEN FIELD LOCATED.. o IRON REBAR FOUND III • I 1 \ I ( ( \ IIIIII/I \ SUITE204 SUITE CONTINUING EDUCATION BLDG 30,428 S.F. - ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. 0 RAILROAD IRON FOUND 1 11 I / I I 1 1 \ IIII / 1 RALEIGH,NC 27615 LEXINGTON,SC29073 FINE ARTS BLDG 9,381 S.F. - EXISTING UTILITIES NOT SHOWN HAVE NOT BEEN MARKED, AND NO INFORMATION O IRON PIPE FOUND IIII I �/ I j I I I J / II141, 919/5735400 803I356-0507 HEALTH OCCUPATIONS/SCIENCE BLDG 36,344 S.F. A RIGHT OF WAY MONUMENT FOUND GRAPHIC SCALE I I / -/,) l 1 \ LEARNING RESOURCES CENTER 23,270 S.F. HAS BEEN FOUND TO ALLOW THESE UTILITIES TO BE SHOWN ON THIS PLAT. 0 COMPUTED POINT j I I I I EX. GATE I \ 1 \ ' j1)�` 1 \ MAINTENANCE/PE/COSMETOLOGY BLDG 15,471 S.F. - THIS IS NOT A BOUNDARY SURVEY - ♦ REBAR SET (CONTROL POINT) 60 o So so lzo zoo MATH & SCIENCE TECHNOLOGY BLDG 51,006 S.F. O EXISTING HYDRANT I / EXISTING RAGSDALE BLDG 19,186 S.F. II L --�� /�j/// / VOCATIONAL SKILLS BLDG 25,490 S.F. VR TIE EXISTING WATER VALVE i II I _ ti lj \_-- - / O EXISTING WATER METER STUDENT CENTER 19,519 S.F. ❑ EXISTING TELEPHONE PEDESTAL ( IN FEET ) 11j11 I /r\ \ 1\ -__-��''/ __ `�_�/ // J CONDITIONS TRADES BLDG 35,995 S.F. ALL BEARINGS, DISTANCES, AND COORDINATES SHOWN HEREON ARE O EXISTING TRANSFORMER 1 inch = 60 ft. I111 \/ ' TOTAL GFA FOR EXISTING BLDGS 326,496 S.F. LOCALIZED (GROUND) NAD 83 (2001 ADJUSTMENT) HORIZONTAL * EXISTING LIGHT POLE jtill �� \ /'- _\ // j PLAN .., F INFORMATION (UNLESS NOTED OTHERWISE), BASED UPON THE NORTH (0) EXISTING BOLLARD P EXISTING PARKING: ELEVATIONS. STATE PLANE COORDINATE SYSTEM, WITH NAVD 88 B A R TLE TT F ELEVATONS. THE N.C. STATE PLANE COORDINATES FOR CONTROL © EXISTING DECIDUOUS TREE L A a, 01, ' REQUIRED PARKING SPACES FOR EXISTING BUILDINGS POINTS 1 AND 2 SHOWN HEREON WERE ESTABLISHED UTILIZING aA ''' (1 SPACE PER 200 SF OF GFA) 1,633 SPACES REQUIRED GLOBAL POSITIONING SYSTEMS (GPS) IN CONJUNCTION WITH THE EXISTING PINE TREE �FE /� �y�'., ENGINEERING & SURVEYING, PC EX. SPACES: 1,953 (60 HC) NORTH CAROLINA GEODETIC SURVEY'S VIRTUAL REFERENCE SYSTEM Q� 9r s, 1905 NASH STREET NORTH TELE: (252) 399-0704 EXISTING CONDITIONS (\RS), WHICH IS BASED UPON THE CONTINUALLY OPERATING - - ' - EXISTING TREE LINE AT TRUNK _ SEAL \? WILSON. N.C. 27893 FAX: (252) 399-0804 1111 CD REFERENCE STATIONS (CORS). THE VRS SURVEY TIE WAS \ LICENSE NO. C-1551 www.bartlett.us.com **EXISTING BUILDING & PARKING DATA TAKEN FROM SITE PLAN ENTITLED "COASTAL EXISTING TREE LINE (DRIP LINE) 20106 PERFORMED ON JULY 2011. ALL MEASUREMENTS SHOWN HEREON - - DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT:CAROLINA COMMUNITY COLLEGE PARKING IMPROVEMENTS" DATED MARCH 17, 2008 zJ� Pricing ARE REPORTED IN U.S. SURVEY FEET UNLESS NOTED OTHERWISE. a 11-140 PREPARED BY SMITH SINNETT ARCHITECTURE, PA, v, � " x %�B �'GINE� XL�� SCALE: 1" = 60' DRAWN BY: LR,PH PROJECT NUMBER p CITY OF JACKSONVILLE ONSLOW COUNTY ��rrs•r II P�,paaa REVISIONS: CODE: MON DWG FILE: 1153SP6 NORTH CAROLINA ZONE: B-1 1 2 3 4 g g 7 8 02.03.12 C 101 RELEASE DATE SHEET 1 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 1 2 3 4 5 6 7 8 REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE I N/F I FLOOD ZONE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS CURVE TABLE I N/F PETER & DONNA HUISING I N F \y X. / HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH TERRY & LORETTA RADEMANN I DB 3171 PG 332 pgTRICIA SUE THORN 1\`\ ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECTOR OTHER CURVE LENGTH RADIUS DELTA TANGENT CHO BRG CHORD I PETER & SHIGEKO MAYBERRY I DB 791 PG 599 PIN:438711577221 D8 1096 PG 204 / DRAWINGS OF THIS PROJECT. C1 119.95 1 304.00 1 22'36'26" 1 60.77 IS 72-59.48" WI 119.17 PIN:438711576200. I ZONE:R-7 I PIN:438711578230 DB 138715173 PC 763 ZONE:R-7 ZONE:R-7 I \� N/F C2 138,10 189.69 41'42'54" 72.27 N 6253'43" E 135.07 N/F PIN:ZONE: 574178 _ \ ODELL & GLORIA GRAHAM I ZONE:R-7 I __>-L'- -_'z� _ `� GEORGE & MARY CONEKIN ODEIL & GNORIA GRAHAM OB 886 PG 855 -�s> a'f23s35 -� - 1 �� o $TB!� \ PIN:438711579197 LINE TABLE DB 3180 PG GRAHAM PIN:438711572078 _c_Nff 71$h1 E_ / \\/ !'! 4�'30''- - I ` / °s LINE BEARING LENGTH -17 \ » ZONE:R-7 -c==: ems J / E� \ ZONE:R-7 M8y REVISIONS PIN:438711571034 _- _c_ \� uyl•� L1 N 81'48'S6 E 36.27 ZONE:R-7 �__=__.--c�^ t_ - I ' '/ / Y.> /�r'_ �7 \ 0•F"s/7Y NO. DATE DESCRIPTION L2 $ 78'26'30" E 58.98 __ CJ8124-E Ir,� ' 1 1-17-2012 CITY OF JACKSONVILLE TRC COMMENTS EX CB __-__=_��-LA'-F ___ / C\\�\\ � � 1 II IIl I I / . , T� A TOP 38.89 ��• r U\\\1\\ i _ .I i(\ - \1,/ 1. /; \\ - , __- 769.47. -_1 0 S) IG A EX CB INV. 34.44N81-52=4-'4. �-__ /"� TOP 38.99 N 3-6�3. =- - _ / . .� w• ,a. / , // /' I �y4 INV. 34.34 57•'X38" ✓69:4.5_� rr / �, l \ -•/'/ 4' �l 1 9, I i _ - CMP-ARCH �_---- / I IIII � �� .' -- ( -- T � ! .' \ �tl �C \/ •r '\ 1� R MOVE X. T M DRAIN ` - �J � '�y� �•PO ��----/ FEs / In uli _ - / \ \ \` NE AFTER POND EXPANSION r� .• yJ(}'y AND NEW RISER STRUCTURE ° 7 /i A I INV. 34.33 III ..% I P \ L �` \r` / X•4 /. AND OUTLET PIPE HAS BEEN J 3 9 CONSTRUCTED V SANITARY SEWER MANHOLE BORE & JACK 70 / EX. CONC. I ,. , _ / l I� _ _ __ \\\\`�`_ \�I� / / �, >'\/ h' k�•J� / \ /_.>.0 O� TIE-IN SHALL BE CORE // j SIDEWALK I/ ---------- --- \\ I\ \ „ l\ LF 16" STEEL / / \ I _ _- _ \\\\ \ DRILLED AND BOOTED // ' __- - \\\\ \ \ +\G t _ _ _ "CLEAR AND G UB ISTD) �N 1 / x REMOVE :\ �PAtiEME I1, LIB I , ' 1 WOODED AREA (SHADED) . X `I 1 I / \ R. Q, / REMOVE EX. rC. . \i< 2.11t ACRES CONCRETE. DUMPSTER EX. SEWER MH / k`i'�"��`+ x /' ( 1�5' RCP �T' . > .PADS POLES�FENCES IN SHADED TOP 39.86' /� ((.j i fit, / ` \\\ \\\\ \ / X ,c N/ • r INV 8" 31.13' `� ,T'I ' �8 ' x BENCH 31.64' ` / ;. / \\ \\\ \ 4 \Y\Q'• >, ` ' .� EX\�>, r. � #.- \\ " \ \\ \ '� •'�'\ CZ�r :� ; - i •Z?: VICINITY MAP C (TOP 39.79 `� \ \� \\ \ \ \ NOT TO SCALE REMOIk IX. ASPHALT CURB & GUTTER AS NEEDED _ < �^0 �1 i \ r\; c�j( x N �a <� FOR NEW DRIVEWA / 3 OAN / �j /1V,' / \` \ / - REMOVE EX. STORM DRAIN E9, CONC. X� \\ X\ \\ \ \ ' i ` W i < SIDEWALK © \'p { / _/ - \\ \ \\x\ \ )/ ) `'^ < 19:97• LINE AFTER POND EXPANSION %'.'\,( .�1. \ /^\ 1 FLOOD ZONE /,,. \ �\\i \N \\ q`(- \ 1,/ '`7. ,'�/�^ .�\ -,•')�y\\ AND NEW RISER STRUCTURE ]C �.4 0 , K> ) I3" OAK ` \ / \ "SHADED X" "Z \ 8.8 /} x c ^l/ /C K AND OUTLET PIPE HAS BEEN f e• < \\�S//f\ �/� i//� �\^�' - , \\ \..``ti\\m� \� ,) ,Xe'_jt/`•r�k%C \pf )' Il CONSTRUCTED B iF16 -=APLE\ 3 DAK / % `,REMOVE EX. 4 \'' i :I I�/ vY\< 0 '` MAPLE EX. 8• WATER UNE / -'Y x / E (APPROX. LOCATION) © i /�-'' \_ / I 1�- RCP �\` J`• l \ / ,/ \sue / I IU\\\at \ \ zC ,�/ �I I / _J\ -� `�' \•o I FLOOD ZONE \ N \ J`•\ _ \ 36•RCP / � y / '_\ � � QJ I �\ \\ INV. __ / \ \ \�� ' /- \ JACKSONVILLE COUNTRY CLUB, INC. II` V _ 2 © / I 3997�J '''/ I �- • n / . \\ \ / O ERITIA / � it �•\l / / / . _ \ NF / „ Q / . \ 4� C��_._='\ ��' 0 0 /� f /rt \ / /- �5-QTII ..� \ „".y, , ,`�x✓c�/ / /, /,/i \ \ P 7 '�✓".� \3'/OAK ,II R \` CY= �"` v` •"fir-�- �� F� /Y ! \I TOPD40.73 I /- /� PI 3 E �+•� I / f --\ / COIJC. \''J` �� \ LEAK AND GRUB EXISTI it \ X /\ / // /'/ /'' \\\I\ NB ZONE:R76793 N877.03 -' C7 \ " EX DI \ >( \ / / . /\ \ \\\ �\ CWOOD0.68 t ED AREACRESDED)G I ? ��KC \ \\ / / I W t _ / / / r� %< r 1 V i 1 I G 18' OAK 3',0/.K" \\ TOP 40.9 _ I /�y�y.. III ' V. 3 72 `/ REMOVE EX. CHAIN LINK (/ z0• // ® / 7 ♦ IQ \•a� /� �1� \ /'�i• •' � \ �� \ \\ \ II \ /` /`,/. III ' m \ \` / .• , �\L 'l \ \f \ ,Ez oI % // / \ \ \\ \ \ \ , \� c \ / / /36.19 FENCE IN AREA SHOWN I I F PINE 2'�A1i �f ( ( \\� ,/'\\ / /, \\\\\\ \\ \ \ , 1 f / 4 I \ 41.58 / �; / EX CS \\ \ \ \ (225t LF I \ \ INV. 36.68' G•• I TOP 41.8s\\\ \ \ \,\\,, /� I I I 1 EX. 6' I I I I, f / / �\ \d, / '� -� ,'� /',• I INV. \ , \ X I CHAINLINK I NEW A I \ \�'oq ! ///'� co / \ / �� i /-- I I FENCE I EX DI ""` ,� � ' MAINTENANCE /// '•` i 1 \\ \y/ TOP 40.99 \ \ !( �t BT/\2 \ / `� 1� / �/(\ \\Ja, �Ok•? \' I ` (// \ \ . \ \\ ` \V\ / I 1 I / l \ INV. 38.39 I \ \\ 96 �� ' P / \ \ , 1 \\ \\ :I <� ` \ - .i/NEX /. �� \ ♦ . .>/ / y1n\ �r'0 ' � .•1\ \ \\ ` EX DI BUILDING INOV. 37.92 IN I' \ v� /// TOP 41.70 \ % / / //�\,..( \ \r\ ,,\\\\`�' \\\ k \\\\ I I I II INV`37.821N,/OUT / INV. 36.70 \ �y,! _/ �1 / / I \\ \ \\ \\\ \\\ \� , X '\/.�5.81 / "Y fL/ \ \ - 5 \ \ 1' ,Xy \ 30;'FEj E% DI '/ A -, SCO # - 100858601A NCCS # - 1813 ,/ .INV. 38.32 .,/,: R/ .❑� ✓ EX DI C -- TOP 37.07 \ \ \\\\� \rY, ` (/ INV. 37.071N R \\\ \ \,�`,I> _,�_• / \ 41 INV 36.92 IN/OUT i \.i V %�i I / \\ \'�'Y'\ � w /j///' 'Ly�Gi' / / � � \ / / \ � ��/ /' 0 P /� m\\�11\\ \\ \ -` �� `•,�. \ /j \_�'l (O \ , // ,\\ 1 /' Nv. z // !'. m\\�\ C \ l i� \\" \ / ` •\ o, ( EX DI j \o /�/ ( APPROXIMATE LOCATION \ R TOP 41.7 - / .•'(- \\\\\ \�� \ , . _ \ \ \\ INV. 38.0 /' / frr/ OF EXISTING BUILDING / /I /✓ ,.11 AO' // 0•, i\\\\\\� \ ) \ , //,/ \ V; rq EX 01 TOP 41.37 / \ J \\\ \\ •'' - / \ )r \Q]' / INV. 37.07 IN // 0� \\ EX. FH INV.37.021N/OUT f / / l/ (\J 'l' / / \\\\\\\ `\ / ;\ /� \ \ / / ! _ / \\\ �ee' /' \\.� 1 INV. A ✓\ � '`/ / \ \ \ 7 ' ``3 //�/.•/ / (1313) / / - / - \ �Y \ f) \ S �- o ,. NOT F O R ( / / \\ • OP J / \\\1 \ \\ �i^/\\I \ / \\ \\ \ CUP ,� \ \\\ � ` CONSTRUCTION DII INV / EXISTING STRUCTURES OUTSIDE \ \ )! / / \ ,r, \\�\\ \\ \ \ i \ / \ ' / THE PROJECT AREA MAY NOT BE \ I I /� / . \ \\\\\\ 1 N EX. FH \ \ i _ ` 15 \ \\ \\ \\\/'-INv.- \ \ \ ( ) SHOWN ON THIS SURVEY \ \ l / ' // \ \ \\\\��\` \��O\ l� \\ ' f ` �\ I^ 1315 \ J t f \ / 39.n \ / INV D \ \\ \\ \\ \ I DI I \da \\ \`l" 39.04/'1E' \ I\. D i \\ \\ \\ `.1 TV. _ f _^ EX CB _> TOP 41.60\ p \ \ i A! INV. 39.20 ./\_N cMP15\\\\\� EX. 2" \ TRENCH DRAIN EXISTING CONDITIONS: - THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE \\ \\ \\ ��- �&A CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER FOR POSSIBLE CLARIFICATION OR RECONCILIATION. / CONSTRUCTION SAFETY: �I r \ �i55FfCfr�C,., THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY \\\�`\\\\� `\\� SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR. I ' -' I11 I II I� \� / INVAC GENERAL NOTES: - \\ 38.',9J11 ' IMp9 \�y\� %��%% ''�� ear� r r 1 WORK WITHIN THE NCDOT RIGHT-OF-WAY SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS. CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF EXISTING UTILITIES PRIOR TO EXCAVATION. I I I I / � THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO E NCDOT OR CITY RIGHT-OF-WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC 1 I II I I II \ \\-:�// \:=:REMOVE EX.'CFIAIN LINK I E CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS. - 11 I I I I j 1 \\ FENCE IN AREA SHOWN ' J/(250f LF) AND EXISTING1230 1 CHARLOTTE SHELBY DEMOLITION NOTES: I / III \\ ; LANDSCAPING FOR POND SUITE 00T MOREHEAD ST. SUITE 200201 1NGTON ST. I III III \ EXPANSION CHARLOTTE,NC 28208 SHELBY,NC 28151 1. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM DEMOLITON SHALL BE DISPOSED OF AT I II �I Ilj ( \ \\ \ `\ \ \\ 7041731.7000 704/406-6000 AN APPROVED PERMITTED OFF-SITE LOCATION BY CONTRACTOR. 2. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ONAND GRUB EXISTING OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR \\ `\ \ WOODED AREA (SHADED) \ \ \ 2.14t ACRES CONNECTING TO SAID FACILITIES. CONTRACTOR 'SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS IIII I If: , . • \\ \\ \ I I \ 1 ` RALEIGH LEXINGTON REQUIRED TO MATCH FINISHED GRADES. I II iI1 I 1 F\\ \ `I \ 1\ 11 \' / I- / 9131 ANSON WAY 1070 SOUTH LAKE DR. 3. COORDINATE WITH THE LOCAL UTILITY PROVIDER FOR REMOVAL/RELOCATION OF EXISTING ELECTRICAL CLEAR AND GRUB EXISTMGI \ 1 SUITE204 SUITE TRANSFORMERS AND/OR LIGHT POLES. WOODED AREA SHADED I I I I \ I I„ RALEIGH, NC 27615 LEXINGTON,SC 29073 (SHADED) / I I 919/573-6400 8031356-0507 4. SIDEWALK AND CURB & GUTTER TO BE REMOVED TO NEAREST JOINT.OR SAW-CUT IN A MANNER SUCH THAT NO 0.06t ACRES JOINT IS LESS THAN 5 FEET. I I I' I I EX. GfTE 5. ANY EXISTING CURB & GUTTER OR ASPHALT DAMAGED DURING CONSTRUCTION WILL BE REPLACED BY THE REMOVE GATE, BOLLARDS, CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. AND GRAVEL DRIVEWAY I __` n= / / SITE DEMOLITION LEGEND (IIII PLAN _.. .•, O IRON REBAR FOUND © EXISTING DECIDUOUS TREE F 0 RAILROAD IRON FOUND O IRON PIPE FOUND EXISTING PINE TREE F 0 RIGHT OF WAY MONUMENT FOUND 11 '��'�,� B A R TLE TT 0 COMPUTED POINT - EXISTING TREE LINE AT TRUNK 1 O�/�� - --- ,- .. REBAR SET (CONTROL POINT) GRAPHIC SCALE �E� .,//�� ENGINEERING & SURVEYING, PC DEMOLITION PLAN EXISTING HYDRANT - EXISTING TREE LINE (DRIP LINE) Q� r 1906WILS NASH STREET NORTH �AX: (252) 399-0704 D IIII cis Da EXISTING WATER VALVE fio 0 30 so 120 240 : SEAL �`. LICENSE N0. C-1551 www.bOrtlett.us.cOm o EXISTING WATER METER y 20106 ❑ EXISTING TELEPHONE PEDESTAL A, DATE: FEB. 2012 SURVEY BY: TB.CN PROJECT: ❑ EXISTING TRANSFORMER •. Pricing l r A ";�o F)GI NF �� ` SCALE: 1" = 60' DRAWN BY: LR,PH 11-1aD PROJECT NUMBER EXISTING LIGHT POLE ( h FEET ) F/,1/. S gPR�`> CITY OF JACKSONVILLE ONSLOW COUNTY it 2i%c. .i^:aX'•y' it \i>� (o) EXISTING BOLLARD 1 inch = 60 ft. �n 1. REVISIONS ,,,,1111�1,1 CODE: MBAJ NORTH CAROLINA DWG FILE: 1153SP6 ZONE: ,B-1 1 2 3 4 5 6 7 g 02.03.12 C 102 RELEASE DATE SHEET 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 2 3 4 5 6 7 8 REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONS WMICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS CURVEA L HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER CURVE LENGTH RADIUS DELTA TANGENT CHD BRG CHORD I I I FLOOD ZONE~�� DRAWINGS OF THIS PROJECT. Cl 119.95 304.00 22'36'26" 60.77 5 72'S9'48" W 119.17 I N/F I 'SHADED X" �\ C2 138.10 189.69 41'42'S4" 72.27 N 62'53'43" E 135.07 I I FLOOD ZONE N/F I PETER & DONNA HUISING N/F N/F TERRY & LORETTA RADEMANN OB 3171 PG 332 PATRICIA SUE THORN lrS Mey LINE TABLE I PETER & SHIGEKO MAYBERRY I DB 791 PG 599 PIN:438711577221 OB 1096 PG 204 \� LINE BEARING 1 LENGTH DB 1173 PG 763 PIN:438711576200 I ZONE:R-7 I PIN:438711578230 I REVISIONS 04Rmry L1 N 81'48'56" E 36.27 N/F I PIN:438711574178 I ZONE:R-7 ZONE:R-7 \ N/F L2 I S 78'26'30" E 1 58.98 ODELL & GLORIA GRAHAM ZONE:R-7 L1 \ GEORGE & MARY CONEKIN / NO. DATE DESCRIPTION N/FODELL & GLORIA GRAHAM DB 886 PG 855 1 3,45' 12 BMP EASEMENT I \ DB 1103 PC 72 A SITE OB 3180 PG 896 PIN:ZONE11R57�078 I 41"E S78'4 O„E I PIN:ZONE -7197 / �ti PIN:438711571034 15316 1481.48' 3'3 129,901 \\\\```\\� 1 1.17-2012 CITY OF JACKSONVILLETRC COMMENTS ZONE:R-7 -N81'52'44'E �. _ S 7 S S�•P? coo � � _ 8.3 s 242.32 __ _ 21'E / GEOTHERMAL _ 169.41 N81'5244 9 N 3.38'34„E �'eu"E" 69.45 :::>r>::i: : / \ ..:. : :..............R:f : >: >:i »":'.::....:.. I EX. CONC. / _ \ ?:>: : SIDEWALK / iii•.`: -i..... RELOCATED : >?1':i::::y;:tyY::2t;:�:2:�:�:�:�:�:::'iiifisi�ijei?�j�iFi2=rH:x•:.;.�::. O .......... ........... : : ::'; :[;,. DRIVEWAY ,.„ RAGE.,YARf)is / y / / \ VICINITY MAP �..: 1`�:>.::::::�;:2:::::::::2�:22; ;22�:�;:�;:2;2 �::>.�; �ii:�::G i:Y:'t:;;.. i�r::S::i : : :r::e::(:i:�•... •1 r / / \ STORMWATER C ti ..... � .. :.�.�. ........:�. ::.:.., .:�>:>:>:>:>:>:>:>:;:.iii:ii:?:i:>:ii:•i:<:..' t e :iiiif '::iiii:'.�i:r• NOT TO SCALE / o ✓ /G OTHERMALI POND / ti ...... :,::•>: :� .:':'» w' '-� ::�::�i;i:�ii:� � >:.'iisiiitiii� i".:: IS�'':s '•' E%. SEWER MH // p'1. :J:.i. :::i:ii>:»>:.. '::;'.._. .:.>: / I / _ - .x1Y:.i:;:::::::::. _:;:.,..............>:<;>:.»::o:»>r.:::••i ia:i::�'.:.:o-o-• 1 EXPANSION TOP 39.86 "'........ 00, / 40 I \ c,'{r.�.' .:>.:;:. i:>5:::»:;PROPOSED: ::::;:;:-;:::>:-:>:-. :-: INN 8" 31.13' / .. ..... v^ \ \ :-':.., i•. :£: 1 .. .." :: ...... ''� \ - <.yy� .. :.:•: SERVICE :� :� : 2.:%: :2 ?£::�:�. 'iE#IEEEi:'•it ..:Ei(i�.:R:: BENCH 31.64' `'� /// / O \ , f;::>:>:;;::>;:�:'>:>:;:»>:; ;;>:�:;" •' ......... YARD <iii>: :� ` :: ii�; ::.:.::....`•E?iE.',i:':iii .;:iiiiiEi: 1 r ., :.:'.'>:<•::.... »:>:>:>;»»»>:;to:<;.;.;.;•:. : . L ii:iii>:::4i::i '�: iiiiiii:�:•`(� li ]7 I%2�1'o,t � � \ I N1�...�.Ui�:::::::::.::• 53 • AK ii• \ _ / / 'i 3 0 cF` i G - EX. CONIC. _- / / c4 [� 0 B i�� / / SIDEWALK © n; - �^` \ ``J e:}�. �+�'s1' i: \ 1 W ✓ 16 �e/ FLOOD ZONE /''� �+. ..:::::::::::::.:�::•.:::::::::::::: : i:�:i�i:�:�}:�;•�'� ?7 MAP / '::0}1(:•. F •i _ 3" OAK "SHADED X" �� to Q +!�;,�i�?}i::i:i: i<;;;:j;: i�i:ia:jvi:{ji_::;:jtii'[''}i:•iii "T'•��;iiiiiiii:i• . 1` -tip. 6" MAPLE y ' V \ /3" OAK .I^ �. V'� P • W, E%. 8 WATER UNE x A , \ T/ / RI MA P /� ' R - / /9 e AD- AP n 1 7_ PROX. LOCATIO- / \ � :}i�: `�ii:Siiiii:{?iii}�f?' OFORD PEAR --� � © /� J 1 � �/ / MAPLE -_ \ Pt 1 / / -OAK /2 \ FLOOD i / ti'�Fq ;>is22Gi>i ::> :C:i:> 2:ii'�`.:: .: . .. ... GRASS / \ / .a - / �/ / --.ram.': E R - � G _. /- TY 01A, Q// 10/ OAKK 3' OAK / /) R \ •• ' �� .:::. Y MM� N83-45'10"E BRAD- / /� 30+6 - OAK 77.03 \ :r (•,\ 3' AK '/ 4" OAK 3' OAK 1� l PR0P0SED ME NEW A TRANSFOR 18"OAK SIDEWALKS' OAK PINE 2" {( / ( / I, \ q \ y;,, �' �" Z PROPOSED /�/ �'�ATOR AREA REMAIN i X MAINTENANCE © j 9 \ \ BUILDING # I EX. POND TO I EX SIGN Z" OAK 16" OAK /%= 2"OAK /♦' \\ \\//✓ � � - \ \ 1S1 BUILDING i 20" 12' OAK PINE � ,•1"i1,P ty 12.0� 12 OPX�O- 3' OAK / S \ Y / \\© d✓ 1�`' I� / \ \ / -\\ .n \ i �t��j }H1xAia 1. NG ElP• \ X 1 EX. FH NNE //� `�\/ �\ \ / / \ \ / / zap 'sf'1A 'O jM, + I SCO #- 100858601A NCCS # - 1813 ' 'SHRUB \ 12' OAK �y�,'�y�} 3' OAK /� % \ \ /• / / „Ps7 O \ \\ 12•, o 1z" OAK /// 1 ' \\ \/ Y' i // /�/ /• / \ \ / /� [. .✓ :>::... x- - X \ AZALEA ` \ �•J 2. OAK ` R r� .vT`1 : AZALEA y /// R \ / ./ / / \\ '::J}':'%,�•':'Y:ii}::i}::i:C:ii}iii:^.. _� \ I \ ` 2" OAK /% {j$ / / / \ / \ \ �'•`'_ ❑ / / m LA AZALEA \© x AZALE-\ \1 SHRUB /// \ / \// 96 AZALEA<,y�\\j� AZALEA W \\ \` �QHQ'•' AZALEA a •n / Y G/ / / / \ \'...:.:a :}::..i:::.'.'''• .' ''�':''' / i^ ccama�ss \ \':'.:�:':':'::::':':•:':': APPROXIMATE LOCATION OF EXISTING BUILDING / /`/ \\\ \ ' \ \\ /,\ L rn NOT FOR \02\\ HHo / �1 R '�j\ EX. FH (1313) /s / \� o�� CONSTRUCTION \ H / t!1 PARKING \ TO REMAIN \ Hoc //i/i •�� \ / / r� �\ \\\ o \ � 0 \ \ HO /'' EXISTING STRUCTURES OUTSIDE ( /� \ D \ I i 'r��/ THE PROJECT AREA MAY NOT BE \ / \ /t \ _ 'X\o\ He B� yi / EX. FH SHOWN ON THIS SURVEY \ \ / \� \ D H // ✓ FLOOD SHADEDOXE \\\\� c oY\ / \ (1315) \\ \ 9�` Af ` ! � \� FLOOD ZONE �• - \ �l/ f\ !� X, NOTES w ' , /• - AREAS COMPU ICD BY COORDINATE CALCULATIONS - ALL DISTANCES SHOWN ARE HORIZONTAL, UNLESS NOTED OTHERWISE - ALL RIGHTS-OF-WAY ARE PUBLIC UNLESS NOTED OTHERWISE - THIS PROPERTY IS NOT LOCATED IN A 100 YEAR SPECIAL FLOOD ✓ !!�� HAZARD AREA (FIRM # 3720438700J, DATED NOV 3, 2005) - THERE ARE NO CEMETERIES VISIBLE. F I \ 1 SITE DATA ** - THIS PROPERTY IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, �C LINE LINE LENGTH RESTRICTIVE DIATECOFETHISTPLATD ORDINANCES OF RECORD PRIOR `.,\I \ �\�� TOTAL AREA 97.83t ACRES `A ZONING 0&I, R-7, B-1 L1 N 81'48'S6" E 36.27 - WETLANDS, IF ANY HAVE NOT BEEN DELINEATED. I Ct` SETBACKS: L2 S 78'26'30" E 58.98 - ALL ABOVE GROUND UTILITIES SHOWN HAVE BEEN FIELD LOCATED. - ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. I E FRONT 35' CURVE TABLE - EXISTING UTILITIES NOT SHOWN HAVE NOT BEEN MARKED, AND NO INFORMATION E SIDE b' CURVE LENGTH RADIUS DELTA TANGENT CHD BRG CHORD Cl 119.95 304.00 2 •36'26" 60.77 S 72-59-48" w 119.17 HAS BEEN FOUND TO ALLOW THESE UTILITIES TO BE SHOWN ON THIS PLAT. LEGEND FRONT 25' C2 138.10 189.69 41'42'54" 72.27 N 62'53'43" E 135.07 - THIS IS NOT A BOUNDARY SURVEY - CHARLOTTE SHELBY SIDE 6' - AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL o IRON REBAR FOUND 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. REAR 15' BE. UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 10 FEET ABOVE GRADE G RAILROAD IRON FOUND SUITE400 SUITE200 R=7 (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP O IRON PIPE FOUND CHARLOTTE,NC 28208 SHELBY,NC 28151 FRONT 35' PARKING CALCULATIONS: INLETS, FENCES, OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED AND/OR & RIGHT OF WAY MONUMENT FOUND 704/731-7000 704/406-6000 SIDE 10' REQUIRED PARKING SPACES RELOCATED IN ORDER TO CREATE AND MAINTAIN THIS CLEARANCE AND SHALL BE g COMPUTED POINT SIDE STREET 15' FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE REBAR SET (CONTROL POINT) (1 SPACE PER 200 SF OF GFA) 1,734 SPACES REQUIRED OF OCCUPANCY. 0 EXISTING HYDRANT REAR 15' EX. SPACES: 1,953 (60 HC) Dd EXISTING WATER VALVE SEE SHEET 104 & 104A FOR DETAILED INFORMATION RALEIGH LEXINGTON EXISTING AND PROPOSED LAND USE: COMMUNITY COLLEGE SPACES BEING REMOVED: 102 - EACH LARGE TREE AT THE TIME OF PLANTING SHALL BE A MINIMUM OF TWO (2) CD EXISTING WATER METER - 9131 ANSON WAY 1070 SOUTH LAKE DR. PROPERTY ADDRESS: 444 WESTERN BOULEVARD NEW PARKING SPACES: 186 (2 HC) INCHES IN CALIBER AND EIGHT (8) FEET IN HEIGHT. WHEN MATURE, A LARGE 0 EXISTING TELEPHONE PEDESTAL SUITE204 SUITEA REFERENCES: DEED BOOK 390 PAGE 627 TOTAL PARKING SPACES: 2,037 (62 HC) DECIDUOUS TREE SHOULD BE AT LEAST FORTY (40) FEET HIGH AND HAVE A ❑ EXISTING TRANSFORMER GRAPHIC SCALE RALEIGH, NC 27615 LEXINGTON,SC 29073 EXISTING BUILDINGS GROSS FLOOR AREA: LANDSCAPING CALCULATIONS: MINIMUM CROWN WIDTH OF THIRTY (30) FEET. THE DEVELOPER MAY SUBSTITUTE 'L,T EXISTING LIGHT POLE 919/573-6400 803/356-0507 ADMINISTRATION BLDG 11,750 S.F. SERVICE & STORAGE YARD AREA LANDSCAPING LANDSCAPING SPECIES AS LONG AS THE CITY LANDSCAPING ORDINANCES ARE MET. (0) EXISTING BOLLARD 60 0 30 60 120 240 BUSINESS TECHNOLOGY BLDG 28,700 S.F. SUBSTITUTIONS SHOULD BE CONFIRMED WITH THE PLANNING DIVISION. 47,055 SQUARE FEET EXISTING DECIDUOUS TREE ' CLASSROOM 'A' BLDG 9,978 S.F. 1 LARGE TREE PER 3,780 SO FT 12 TREES - .EXTERIOR LIGHTING SHALL NOT ADVERSELY AFFECT ANY TRAFFIC OR ADJACENT OVERALL CLASSROOM 'B' BLDG 9,978 S.F. 5 SHRUBS PER 3,789 SO FT 62 SHRUBS PROPERTIES. EXISTING PINE TREE it CONTINUING EDUCATION BLDG 30,428 S.F. ( IN FEET ) FINE ARTS BLDG 9,381 S.F. POND LANDSCAPING - SITE'SUBJECT TO JACKSONVILLE COMPREHENSIVE BICYCLE AND PEDESTRIAN PLAN. - - ' - EXISTING TREE LINE AT TRUNK 1 inch = 60 ft. HEALTH OCCUPATIONS/SCIENCE BLDG 36,344 S.F. POND 'A' SITE LEARNING RESOURCES CENTER 23,270 S.F. LENGTH TO BE SCREENED: 910 LF - ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT rt 1 J`J- EXISTING TREE LINE (DRIP LINE) MAINTENANCE/PE/COSMETOLOGY BLDG 15,471 S.F. UNDERSTORY TREES: 1 PER 25 LF 36 TREES PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. `J �� MATH & SCIENCE TECHNOLOGY BLDG 51,006 S.F. SHRUBS: 1 PER 5 LF 182 SHRUBS F - THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN. F VOCATIRAGSDONAL LE BLDG 19,49 S.F. POND 'B' B AR TLETT VOCATIONAL SKILLS BLDG 25,490 S.F. LENGTH TO BE SCREENED: 506 LF - THE EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH •1I 'r�• STUDENT CENTER 19,519 S.F. UNDERSTORY TREES: 1 PER 25 LF 20 TREES BANKS ARE DISTURBED, THEY SHALL BE REQUIRED TO HAVE 3:1 OR FLATTER SIDE ��/f,'�� ENGINEERING & SURVEYING, PC TRADES BLDG 35,995 S.F. SHRUBS: 1 PER 5 LF 101 SHRUBS SLOPES AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. -Fr9 OVERALL SITE PLAN Q 9 1906 HASH STREET NORTH TELE: (252) 399-0704 1111 CD TOTAL GFA FOR EXISTING BLDGS 326,496 S.F. TOTAL LAND DISTURBANCE: 8.76t ACRES - A SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ANALYSIS HAS \ WILSON. N.C. 27893 FAX: (252) 399-0804 BEEN PERFORMED ON THE SITE. THE CONTRACTOR SHALL OBTAIN A COPY OF THE - SEAL - LICENSE NO. C-1551 www.bartiett.us.com PROPOSED BUILDINGS GROSS FLOOR AREA: REPORT AND REVIEW FOR SPECIALIZED SITE ANALYSIS AND RECOMMENDATIONS FOR = 20106 **EXISTING BUILDING & PARKING DATA TAKEN FROM SITE PLAN ENTITLED "COASTAL CONSTRUCTION. DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: PCICIIIg MAINTENANCE BLDG 20,320 S.F. - `'� l�o �GINEF� CAROLINA COMMUNITY COLLEGE PARKING IMPROVEMENTS" DATED MARCH 17, 2008 ;3rSCALE: 11-140 PROJECT NUMBER TOTAL GFA FOR BLDGS 346,816 S.F. PREPARED BY SMITH SINNETT ARCHITECTURE, PA. DET FIRE ERMINED. TECTION SPRINKLER SYSTEM IS REQUIRED, UNLESS OTHERWISE ' "'""t '�'4 ��'�� S�LgpR��`�� REVISIONS: - 60' DRAWN BY: LR,PH CODE: MBAJ CITY OF JACKSONVILLE ONSLOW COUNTY DWG FILE: 1153SP6 NORTH CAROUNA ZONE: B-1 1 2 3 4 5 6 7 8 02.03.12 Cl 03 RELEASE DATE SHEET t Y ', 1. THIS DRAIMNG IS THE PROPERTY OF MBAJ ARCHITECTUREAND IS 2 3 4 5 6 NOT TO BE REPRODUCTED OR COPIED IN VVHOLE OR IN PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONSWHICH ARE NOT OTHERWISE DEFINED ON THIS DRAIMNG SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS VVHICH ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS OF THIS PROJECT. ty ""oR"Sln REVISIONS NO. DATE DESCRIPTION c� SITE - , 1-17-2M2 CITY OF JACKSONVILLETRC COMMENTS A 2 S�Pa w8 4j yC� 'PO s 3 mmA Z a BMP EASEMENT VICINOT ITY TOSCALE LE OT �P�G. /�/� o \ IC EX POND NNTO r Y. B I v im\ \/ / STOPONO •TER " M�Nt/. '':::;:.':::::.>' ;tz;'<..`':\ \ �h !tt • II 1io �Za EXPANSION / ` �asE! <r.` :'i::'i8:3iiii :i•`::..: :; \ \ B a 0 I I 9� \ / :.::.U: .. .:is iif Y';i{:;i:;:;i:i}.ii:�:�: :f:.'•':'.'•i? �j�' '( r a ..... .. ... .. ..... ..... . ... ................... ::r..: :......<<:::: ::. :> :::. I I II 4 III : • 0u NE W W PROPOSED s MAINTENA NCE N C E PARKING LOT< ::::i:: o BUILDING 1. :- :........;:;;.:; SCO #- 100858601A NCCS # - 1813 . ..:: :... ...... X.. c I I I - �` NOT FOR CONSTRUCTION I I D D i I I O - AREAS COMPUTED BY COORDINATE CALCULATIONS - ALL DISTANCES SHOWN ARE HORIZONTAL, UNLESS NOTED OTHERWISE - ALL RIGHTS-OF-WAY ARE PUBLIC UNLESS NOTED OTHERWISEI - THIS PROPERTY IS NOT LOCATED IN A 100 YEAR SPECIAL FLOOD HAZARD AREA (FIRM # 3720438700J, DATED NOV 3, 2005) I • - THERE ARE NO CEMETERIES VISIBLE. SITE DATA - THIS PROPERTY IS SUBJECT TO ALL TOTAL AREA ACRES** 0&1. R RESTRICTIVE COVENANTS AND ORDNANCESSOFFRECORD EPRORNTS TO THE DATE OF THIS PLAT ZONING &I, -7, B-1 - WETLANDS, IF ANY HAVE NOT BEEN DELINEATED. SETBACKS: I B-1 - ALL ABOVE GROUND UTILITIES SHOWN HAVE BEEN FIELD LOCATED. 6 - ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. E FRONT 3 ' - EXISTING UTILITIES NOT SHOWN HAVE NOT BEEN MARKED, AND NO INFORMATION C SIDE 6' G 0&1 HAS BEEN FOUND TO ALLOW THESE UTILITIES TO BE SHOWN ON THIS PLAT. FRONT 25' - THIS IS NOT A BOUNDARY SURVEY LEGEND CHARLOTTE SHELBY SIDE 6' - AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL o IRON REBAR FOUND 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. REAR 15' BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 10 FEET ABOVE GRADE 0 RAILROAD IRON FOUND SUITE400 SUITE200 R=7 (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP O IRON PIPE FOUND SEE SHEET 104 & 104A FOR DETAILED INFORMATION CHARLOTTE,NG 28208 SHELBY,NC28151 FRONT 35' PARKING CALCULATIONS: INLETS, FENCES, OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED AND/OR, A RIGHT OF WAY MONUMENT FOUND / 704R31-7000 704/406-6000 SIDE 10' REQUIRED PARKING SPACES RELOCATED IN ORDER TO CREATE AND MAINTAIN THIS CLEARANCE AND SHALL BE m COMPUTED POINT SIDE STREET 15' (1 SPACE PER 200 SF OF GFA) 1,734 SPACES REQUIRED FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE ♦ REBAR SET (CONTROL POINT) REAR 15' EX. SPACES: 1,953 (60 HC) OF OCCUPANCY. ¢• EXISTING HYDRANT EXISTING AND PROPOSED LAND USE: COMMUNITY COLLEGE SPACES BEING REMOVED: 102 DO EXISTING WATER VALVE RALEIGH LEXINGTON — EACH.LARGE TREE AT THE TIME OF PLANTING SHALL BE A MINIMUM OF TWO (2) CD EXISTING WATER METER RAL IGH WAY LEXISOUTHLAKEDR. PROPERTY ADDRESS: 444 WESTERN BOULEVARD NEW PARKING SPACES: 186 (2 HC) INCHES IN CALIBER AND EIGHT (8) FEET IN HEIGHT. WHEN MATURE, A LARGE D EXISTING TELEPHONE PEDESTAL 9131 A S 1070 SUITEA REFERENCES: DEED BOOK 390 PAGE 627 TOTAL PARKING SPACES: 2,037 (62 HC) DECIDUOUS TREE SHOULD BE AT LEAST FORTY (40) FEET HIGH AND HAVE A O EXISTING TRANSFORMER RSUITE ALEIGH,NC 27615 SUITE TON,SC29073 EXISTING BUILDINGS GROSS FLOOR AREA: LANDSCAPING CALCULATIONS: MINIMUM CROWN WIDTH OF THIRTY (30) FEET. THE DEVELOPER MAY SUBSTITUTE xk . EXISTING LIGHT POLE RALEIGH,N LEXING ON, ADMINISTRATION BLDG 11,750 S.F. SERVICE & STORAGE YARD AREA LANDSCAPING LANDSCAPING SPECIES AS LONG AS THE CITY LANDSCAPING ORDINANCES ARE MET, co) EXISTING BOLLARD GRAPHIC SCALE BUSINESS TECHNOLOGY BLDG 28,700 S.F. 47,055 SQUARE FEET SUBSTITUTIONS SHOULD BE CONFIRMED WITH THE PLANNING DIVISION. © EXISTING DECIDUOUS TREE so 0 30 so 120 240 CLASSROOM A BLDG 9,978 S.F. 1 LARGE TREE PER 3,780 SO FT 12 TREES - EXTERIOR LIGHTINGSHALL NOT ADVERSELY AFFECT ANY TRAFFIC OR ADJACENT CLASSROOM 'B' BLDG 9.978 S.F. 5 SHRUBS PER 3,789 SQ FT 62 SHRUBS PROPERTIES. EXISTING PINE TREE OVERALL CONTINUING EDUCATION BLDG 30,428 S.F. POND LANDSCAPING FINE ARTS BLDG 9,381 S.F. - SITE SUBJECT TO JACKSONVILLE COMPREHENSIVE BICYCLE AND PEDESTRIAN PLAN. SITE HEALTH OCCUPATIONS/SCIENCE BLDG 36,344 S.F. POND 'A' - — EXISTING TREE LINE AT TRUNK IN FEET ) _ LENGTH TO BE SCREENED: 910 LF 1 inch = 60 ft.LEARNING RESOURCES CENTER 23,270 S.F. - ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT -�- /may-- EXISTING TREE LINE (DRIP LINE) MAINTENANCE/PE/COSMETOLOGY BLDG 15,471 S,F. UNDERSTORY TREES: 1 PER 25 LF 36 TREES PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. F MATH & SCIENCE TECHNOLOGY BLDG 51,006 S.F. SHRUBS: 1 PER 5 LF 182 SHRUBS PLAN - THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN. F i VOCATIONAL LE BLDG 15,49 S.F. POND 'B' B A R TLE TT VOCATIONAL SKILLS BLDG 25,490 S.F. LENGTH TO 8E SCREENED: 506 LF - THE EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH �a O1j'�n,, - I STUDENT CENTER 19,519 S.F. UNDERSTORY TREES: 1 PER 25 LF 20 TREES BANKS ARE DISTURBED, THEY SHALL BE REQUIRED TO HAVE 3:1 OR FLATTER SIDE ENGINEERING SURVEYING, PC TRADES BLDG 26,496 S.F. SHRUBS: 1 PER 5 E: 8.7 SHRUBS SLOPES AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. 7Y �,�� OVERALL SITE PLAN TOTAL GFA FOR EXISTING BLDGS 326,496 S.F. TOTAL LAND DISTURBANCE: 8.76t ACRES - A SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ANALYSIS HAS 9l � 1906 NASH STREET NORTH 7ELE: (252) 399-0704 BEEN PERFORMED ON THE SITE. THE CONTRACTOR SHALL OBTAIN A COPY OF THE - SEAL _ WILSON, N.C. 27893 FAX: (252) 399-0804 1111 CD PROPOSED BUILDINGS GROSS FLOOR AREA: REPORT AND REVIEW FOR SPECIALIZED SITE ANALYSIS AND RECOMMENDATIONS FOR - ZO1 OB \ - LICENSE NO. C-1551 www.bartlett.us.com MAINTENANCE BLDG 20,320 S.F. **EXISTING BUILDING & PARKING DATA TAKEN FROM SITE PLAN ENTITLED "COASTAL CONSTRUCTION. DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: PPICIPIg CAROLINA COMMUNITY COLLEGE PARKING IMPROVEMENTS" DATED MARCH 17, 2008 ;i: ; ;' %��B �GINE�q- A PROJECT NUMBER - NO FIRE PROTECTION SPRINKLER SYSTEM IS REQUIRED, UNLESS OTHERWISE , !: ^,�;. , ,FAT S 8a ��:` SCALE: 1" = 60' DRAWN BY: IR,PH 11-140 CITY OF JACKSONVILLE ONSLOW COUNTY TOTAL GFA FOR BLDGS 346,816 S.F. PREPARED BY SMITH SINNETT ARCHITECTURE, PA. DETERMINED. •. (Z 'I�hrr S. l11111II� REVISIONS: CODE: MBAJ DWG FILE: 1153SP6 NORTH CAROUNA ZONE: B-1 2 3 4 5I -'T 6 7 g 02.03.12 C103A RELEASE DATE SHEET w � '17- Y.u ' i 1. THIS DRAWING 15 THE PROPERTY OF MBAJ ARCHRECTUREAND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT 8 TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON �J 2 3 4 5 6 / REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH LINE TABLE ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER LINE BEARING LENGTH DRAWINGS OF THIS PROJECT. L7 N 81'48'56" E 36.27 �6X• L2 S 78'26'30" E 58.95 SS ^�� REVISI�O'NS DESCRIPTION OH RASI,). 1 1.17-2D12 CITY OF JACKSONVILLETRC COMMENTS A ��q SITE �+ �s0 A + m + \ + 1 STORMWATER _ POND NEW 4' +/� PVC COATED BLACK EXPANSION ?82' VICINITY MAP �O CHAIN LINK \\ X 3g NOT TO SCALE \\\\ FENCING / \ A `1 SITE DATA #. - Qj• /i \ r �� I \ I `SO?. _ �•j' 'S? O TOTAL AREA 97.83f ACRES ZONING 0&I, R-7, B-1 - .•.\\ sg,3,� \ I \ f I�BMP S�F - �C 9' / _ _'J� O�•�in '/' SETBACKS: r I B� EASEMENT Z FRONT 35' / // SfbRA —73.7' —1 \ • L` o • SIDE B h t �' EX. POND TO P� J 0&1 .a.o< :::s oR J Q FRONT 25' 4> / / \• � REMAIN SIDE 6' � r o a w to '"'�i•• '' ,' ':-P V >y .. �..�.: C; ••1� 60�•° � •T- ERITIA- REAR - 15' / cT• �tS PCEr: �•\\\ � \�\\\\: R-7 U y I — r L FRONT 35' V O ROT z a lv G / I SIDE U CE �j / 1 m SIDE STREET 15' a 1 s' W REPLACE EXISTING O REAR / `i"12u�: 5 N .°N. ,s� �A A B. a P ANCOMMUNITY - IN AN PRO OSED L D USE: COLLEGE •a:EXISTING DWITH r 1 6 FENCE H 4 S / '•rd •••1S'•OPENW6l:'• `Z w. m 444 WESTERN BOULEVARD . . �; /PROPERTY ADDRESS: E .• ,•,�::::.•:. , , BLACK PVC COATED '•'-;YIATE:::::;::...';';1:�;:".:;'.:•,';'.. ..�ca;:c:.•:•}::•:•.:. . .u��. DEED BOOK 390 PAGE 627 NE W W REFERENCES: E / CHAIN INK FENCE I C L EN E FLOOR AREA: / BUILDINGS GROSS L00 E EXISTING B L \ . Y ITITITITITITTITI ] F IfITITI ATION BLDG 11,750 S.F. ADMINISTRATION MA INTENANCE TEN AN r c / - E 8 700 S.F. / a - TECHNOLOGYBLDG 2 5 \BUSINESS / r Y_ •4t M 'A' BLDG 9 9 8 S. .CLASSROOM \ POSSIBLE rd \ \ / / BU ILDING M G 9 978 S.F GEOTHERMAL L D NG CLASSROOM B BLDG 5 L F CONTINUING EDUCATION BLDG 30;428 S.F. / / •:'.' •EAVY-DUTY'••••:'.'.'•• i.'.'.,.'.'.'i.'.'•.'.'.'...:'.'::'-.,.-• ::;::':•.'.'.:'.'.'::' Las;;H .. � \ \ 250 SO FT Q FINE ARTS BLDG 9,381 S.F. S ..,n,„�, /� /� •".'� EF2MCE:Y . '•...::• ..,.. . ;...;,..•,. •.::�••..:... •,..•-,.., OOSSSB HEALTH OCCUPATIONS/SCIENCE SLOG 36,344 S.F. // / 'p.••• .-:. •• .•:.-,;.•-.••t• •.••::•:..•:. t•A.•• ..;•,.a.•;•,.••-.t.••t••' :••.••::-;t.::••ct•a••t„';�-;; \ `.. / STOP STOP STOP STOP O A NCCS # 1813 LEARNING RESOURCES CENTER 23,270 S.F. MAINTENANCE/PE/COSMETOLOGY BLDG 15,471 S.F. ,.,: CONC. WHEE\ I--' / 1 I t 'i"'wa P 1 a W S.F. ( ) I N TECHNOLOGY 51 006 ATH & SCE SCIENCEBLDG 1 �• l (\/ r; w C - W F A BLDG 19 186 5. .R GSDALE BL .� C � ^• AR IN•." • a 1:12 SLOPE �' p K G N / 1 I STALL MARKINGS / Ai • - o RAMP . I SKILLS G 5 4 S.F. •. AL VOCATIONAL S LLS BLDG 2 90 OC . ET w IN NE W (n fX, a .::+:..�:.... 7• STUDENT CENTER 19,519 S.F. / sg,. / •• ,-+ ; \ s � R PARKING/DRIVE a ' p �,h AREAS AS SHOWN TRADES BLDG 35,995 S.F. / ,1 a ems; A. ::�.'•'•:; a ` », IL'�1••t•••.•• ..... EXISTING r- rt•`p•P.,. / t a. S.F. -'a PARKING FA FOREXISTING BLDGS 326496 S. . • :�•R�•1 '• TOTAL Gc c •.•' SEA +E TU S•5H W{ '• As �P N REMAIN II IN GROSS FLOOR AREA: Z PROPS BUILDINGS S L PROPOSED 1 t, .r N BLDG 20 320 S.F.MAINTENA CE BL TOTAL GFA FOR BLDGS 346,816 S.F. / / `xH-�4-`{tI� { 'Ty;�7 ��ItII�r('�. - ', - :a II '.'t';•:'.•':'�•.'.'.•';:.'.'-'• V \ / '\ 1�7r.1..--f• 'L_Y LF>,L-f'.L-1; \\\� \ \\!.. 1U: •20• u• .'.'• -':•••':`''':•':1:` .;- 1_- PARKING CALCULATIONS: \ _ / / \ \P\e' \ E \ aI 1 a•t•• Q REQUIRED PARKING SPACES / : 'ZS';•,: / —\ U1�IM \ NOT F O R INSTALL MARKINGS Y Tn W. I ...'..'•t ',t'- :'.'i:_.:: :. (1 SPACE PER 200 SF OF GFA) 1,734 SPACES REQUIRED IN NEW / \ \ \ \ 245 z. '••••'•'•'.ASPHALT ``' t PARKING/DRIVE I \ \\ ,y c�.1 PARKING CONSTRUCTION EX. SPACES: 1,953 (60 HC) AREAS AS SHOWN ( POSSIBLE ,0 sxr,'ou SPACES BEING REMOVED: 102 /I GEOTHERMAL \ N Mv9ei�a:..--;.••, 1 NEW PARKING SPACES: 186 (2 HC) � � , .''.'!,.'•'-.�.:.�',•'•_ �' '\ / \\ \ \ \ \\ `,1, 1,,>c ' .19:5:'.''.:'-:•t2§ » 1s6"•' TOTAL PARKING SPACES: 2,037 (62 HC) / NEW 'STOP' �'Oo�y CALCULATIONS: SIGN LANDSCAPING / GN I ,� SERVICE & STORAGE YARD AREA LANDSCAPING h� \� _ 0 ..., } ! �..:` NEW 'DELIVERY AND a •�� ' 47,055 SQUARE FEET SERVICE VEHICLES < - 1 LARGE TREE PER 3,780 SO FT 12 TREES / ONLY' SIGN '� ,. • \ 4 11 y I D 5 SHRUBS PER 3,789 SO FT 62 SHRUBS „ `P ;'t o l ♦ I 7 r POND LANDSCAPING ` '' — -� e �� — — — -� cols \� D POND 'A' NEW _ LENGTH TO BE SCREENED: 91D LF / STOP' COASTAL CAROLINA ROAD ° UNDERSTORY TREES: 1 PER 25 LF 36 TREES ,Gr✓ \ SIGN- SHRUBS: 1 PER 5 LF 182 SHRUBS POND 'B' L\�\ p LENGTH TO BE SCREENED: 506 LF UNDERSTORY TREES: 1 PER 25 LF 20 TREES - \ SHRUBS: 1 PER 5 LF 101 Sy\RUBS �Co / G/ USES TOTAL LAND DISTURBANCE: 8.76t ACRLS / / - AREAS COMPUTED BY COORDINATE CALCULATIONS "EXISTING BUILDING & PARKING DATA TAKEN FROM / / - ALL DISTANCES SHOWN ARE HORIZONTAL, UNLESS NOTED OTHERWISE SITE PLAN ENTITLED "COASTAL CAROLINA COMMUNITY / - ALL RIGHTS-OF-WAY ARE PUBLIC UNLESS NOTED OTHERWISE COLLEGE PARKING IMPROVEMENTS" DATED MARCH 17, - THIS PROPERTY IS NOT LOCATED IN A 100 YEAR SPECIAL FLOOD 2008 PREPARED BY SMITH SINNETT ARCHITECTURE, PA. �i / / HAZARD AREA (FIRM # 3720438700J, DATED NOV 3, 2005) 50 v m / / - THERE ARE NO CEMETERIES VISIBLE. _Y ^I • ,o - THIS PROPERTY IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, `* 1 12'S 0 �' - x Ina TRESTRICTIVE O THE DATECOFETHISTPLATD ORDINANCES OF RECORD PRIOR /•d '�E- �`• x �` x j® / 41.75 - WETLANDS, IF ANY HAVE NOT BEEN DELINEATED. / g2,2g x Y, x / - ALL ABOVE GROUND UTILITIES SHOWN HAVE BEEN FIELD LOCATED. / _ ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. ,c / - EXISTING UTILITIES NOT SHOWN HAVE NOT BEEN MARKED, AND NO INFORMATION x ' E AJ / HAS BEEN FOUND TO ALLOW THESE UTILITIES TO BE SHOWN ON THIS PLAT. / HANDRAILS & EDGE x Y, E - THIS IS NOT A BOUNDARY SURVEY a PROTECTION REQUIRED X x TV AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL •: ALONG HC RAMP v x CHARLOTTE SHELBY BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 10 FEET ABOVE GRADE 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP / '' SUITE400 SUITE200 INLETS, FENCES, OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED AND/OR I a x CHARLOTTE,NG 28208 SHELBY,NC 28151 / RELOCATED IN ORDER TO CREATE AND MAINTAIN THIS CLEARANCE AND SHALL BE _ 45.00 x ' 704/731-7000 704/406-6000 FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. "; x ,x EACH LARGE TREE AT THE TIME OF PLANTING SHALL BE A MINIMUM OF TWO (2) Y. MATCHLINE 2 SHEET 104A INCHES IN CALIBER AND EIGHT (8) FEET IN HEIGHT. WHEN MATURE, A LARGE \ :' x x RALEIGH LEXINGTON DECIDUOUS TREE SHOULD BE AT LEAST FORTY (40) FEET HIGH AND HAVE A x 9131 ANSON WAY 1070 SOUTH LAKE DR. MINIMUM CROWN WIDTH OF THIRTY (30) FEET. THE DEVELOPER MAY SUBSTITUTE SUITE204 SUITEA x x RALEIGH,NC 27615 LEXINGTON,SC 29073 LA"!DSCAPIP!G SPECIES AS LONG AS THE PT LA.-CAP."!G ORDINANCES ARE MET. x x SUBSTITUTIONS SHOULD BE CONFIRMED WITH THE PLANNING DIVISION. % -- 919/573-6400 8031356.0507 - EXTERIOR LIGHTING SHALL NOT ADVERSELY AFFECT ANY TRAFFIC OR ADJACENT \46.00 } . , x x X GRAPHIC SCALE PROPERTIES. - . .. . ... . ... . . .. -. . .. . . 4I I 2I _ ,I BG 160 DETAILED - SITE SUBJECT TO JACKSONVLLE COMPREHENSIVE BICYCLE AND PEDESTRIAN PLAN. HC p ^ MP DETAIL LEGEND LEGEND - ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT rll.i RAMP C I !1 �� O IRON REBAR FOUND © EXISTING DECIDUOUS TREE PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. SCALE 1"=10' I[�i�� ( IN FEET ) 0 RAILROAD IRON FOUND �%'ll\\ EXISTING PINE TREE I Inch = 40 ft. O IRON PIPE FOUND - THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN. F L RIGHT OF WAY MONUMENT FOUND F m COMPUTED POINT EXISTING TREE LINE AT TRUNK - THE EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH p /� ♦ REBAR SET (CONTROL POINT) BANKS ARE DISTURBED, THEY SHALL BE REQUIRED TO HAVE 3:1 OR FLATTER SIDE ` �, B A R TLE TT EXISTING TREE LINE (DRIP LINE) SLOPES AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. Q EXISTING HYDRANT — ENGINEERING & SURVEYING, PC Da EXISTING WATER VALVE - A SUBSURFACE EXPLORATION AND GE CONTRACTOR ENGINEERING ANALYSIS HAS N DETAILED PLAN o EXISTING WATER METER BEEN PERFORMED ON THE SITE. THE CONTRACTOR SHALL OBTAIN A COPY OF THE C 9� �, 1906 NASH STREET NORTH TELE: (252) 399-0704 _ ❑ EXISTING TELEPHONE PEDESTAL REPORT AND REVIEW FOR SPECIALIZED SITE ANALYSIS AND RECOMMENDATIONS FOR \� ��_ WLSON, N.C. 27893 FAX: (252) 399-0804 1111 CD ❑ EXISTING TRANSFORMER CONSTRUCTION. = SEAL - LICENSE N0. C-1551 20�06 www.bartlett.us.com EXISTING LIGHT POLE - NO FIRE PROTECTION SPRINKLER SYSTEM IS REQUIRED, UNLESS OTHERWISE : P ,A �ti`= DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: PI'ICII1g (0) EXISTING BOLLARD DETERMINED. € "y�' �� GIN6 [REVISIONS: : 1" - 40' DRAWN BY: LR,PH 11-140 PROJECT NUMBER PROPOSED STOP SIGN P� ' .,FqT S. BFRt;,.�' CITY OF JACKSONVILLE ONSLOW COUNTY �,,,,, .• CODE: MBAJ NORTH CAROLINA DWG FILE: 1153SP6 ZONE: B-1 1 2 3 4 5 6 7 g 02.03.12 C104 RELEASE DATE SHEET - - - -- r'-= .,.. .. +, P�� /• , x /I It J Ill ' ty}.. • "W 1. THIS DRAWING IS THE PROPERTY OF MSAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 1 4 5 6 7 8 REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONSWHCH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER SITE DATA ** DRAWINGS OF THIS PROJECT. TOTAL AREA 97.83f ACRES ZONING 0&I, R-7, B-1 SETBACKS: REVISIONS ka�'N /7 $RONT 35' I SIDE 5' NO. DATE DESCRIPTION j 08c1 EL 1 1-17-2012 CITY OF JACKSONVILLETRC COMMENTS SITE FRONT 25' O IRON REBAR FOUND A A c� SIDE 6' 0 RAILROAD IRON FOUND ee'10 �'Ai REAR 15' O IRON PIPE FOUND - 4,''a R_7 - L1 RIGHT OF WAY MONUMENT FOUND FRONT 35' 0 COMPUTED POINT � SIDE 10' REBAR SET (CONTROL POINT) SIDE STREET 15' G EXISTING HYDRANT REAR 15' Ca EXISTING WATER VALVE EXISTING AND PROPOSED LAND USE: COMMUNITY COLLEGE CD EXISTING WATER METER PROPERTY ADDRESS: 444 WESTERN BOULEVARD O EXISTING TELEPHONE PEDESTAL REFERENCES: DEED BOOK 390 PAGE 627 ❑ EXISTING TRANSFORMER N EXISTING BUILDINGS GROSS FLOOR AREA: * EXISTING LIGHT POLE ADMINISTRATION BLDG 11,750 S.F. (0) EXISTING BOLLARD BUSINESS TECHNOLOGY BLDG 28,700 S.F. © EXISTING DECIDUOUS TREE CLASSROOM 'A' BLDG 9,978 S.F. _� 30,42 C EXISTING PINE TREED CLASSROOM 'B' BLDG S.F. �O VICINITY MAP CONTINUING EDUCATION BLDG 30,428 S.F. _ _ ti l.• NOTES NOT TO SCALE FINE ARTS BLDG 9,381 S.F. EXISTING TREE LINE AT TRUNK AREAS COMPUTED BY COORDINATE CALCULATIONS HEALTH OCCUPATIONS/SCIENCE BLDG 36.344 S.F. EXISTING TREE LINE (DRIP LINE) LEARNING RESOURCES CENTER 23,270 S.F. - ALL DISTANCES SHOWN ARE HORIZONTAL, UNLESS NOTED OTHERWISE MAINTENANCE/PE/COSMETOLOGY BLDG 15,471 S.F. 4 a - ALL RIGHTS-OF-WAY ARE PUBLIC UNLESS NOTED OTHERWISE MATH & SCIENCE TECHNOLOGY BLDG 51,006 S.F. S kC40 - THIS PROPERTY IS NOT LOCATED IN A 100 YEAR SPECIAL FLOOD RAGSDALE BLDG 19,186 S.F. HAZARD AREA (FIRM N 3720438700J, DATED NOV 3, 2005) - VOCATIONAL SKILLS BLDG 25,490 S.F. -j, _ - THERE ARE NO CEMETERIES VISIBLE. STUDENT CENTER 19,519 S.F. / D 4 B - THIS PROPERTY IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, TRADES BLDG 35,995 S.F. j ID ,0 RESTRICTIVE COVENANTS AND ORDINANCES OF RECORD PRIOR TOTAL GFA FOR EXISTING BLDGS 326,496 S.F. TO THE DATE OF THIS PLAT —' 0 ��1� ; 4 - WETLANDS, IF ANY HAVE NOT BEEN DELINEATED. PROPOSED BUILDINGS GROSS FLOOR AREA: PERIT#A V - ALL ABOVE GROUND UTILITIES SHOWN HAVE BEEN FIELD LOCATED. MAINTENANCE BLDG 20,320 S.F. - ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. TOTAL GFA FOR BLOCS 346,816 S.F. I `-'�I'T�i*•c7 _. COY - EXISTING UTILITIES NOT SHOWN HAVE NOT BEEN MARKED, AND NO INFORMATION ': -"•••" •': '.:: c'••' l II HAS•BEEN FOUND TO ALLOW THESE UTILITIES TO BE SHOWN ON THIS PLAT. " ^'• ': :�''''':c" 1'•':'• - THIS IS NOT A BOUNDARY SURVEY PARKING CALCULATIONS: REQUIRED PARKING SPACES - AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL 1 SPACE PER 200 SF OF GFA 1,734 SPACES REQUIRED I 16':'$BXgES::'.:',:';;:'•'•, -',:'••::•'•-'.::'.:';,'.'•: BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 10 FEET ABOVE GRADE ( ) ::'.'•:;�:�•.';•:'.":•."•';:'",;"••,::,:•.::,••.:'•:';':'::'.'..;:::;;:.:••:.:_:•.':;. (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP EX. SPACES: 1,953 (60 HC) �. ..:... ... NEW 359 50.:::•'''. R N OTHER OBSTRUCTIONS SHALL BE REMOVED AND/OR SPACES BEING REMOVED: 102 I :: :.':..,•:•,•..:.: ::M ,:•" •. :. •. •,..••• .'.,.••.•.• M •. RELOCATED INSORDER TO CREATE AND MAINTAIN THIS CLEARANCE AND SHALL BE NEW PARKING SPACES: 186 (2 HC) RS FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE TOTAL PARKING SPACES: 2,037 (62 HC) I �25:' s 5>� : MAINTENANCE OF OCCUPANCY. LANDSCAPING CALCULATIONS: ••'.'..'•.'1;•:'.':1'.. o :.�T:.... ..: ...'-. SERVICE & STORAGE YARD AREA LANDSCAPING I :, •', .' :,: ;.'t,';; '•: , '.''•'-.'•,t:•; BUILDING - EACH LARGE TREE AT THE TIME ) PLANTING SHALL BE A MINIMUM OF TWO (2) �— x_ x _ Ty '.,;Tg•-'.'.�:•,':'i26, I •T•g :. INCHES IN CALIBER AND EIGHT (8) FEET IN HEIGHT. WHEN MATURE, A LARGE 47,055 SQUARE FEET .' _ 1 LARGE TREE PER 3,780 SO FT 12 TREES EXISTING 4 - DECIDUOUS TREE SHOULD BE THIRTY LEAST FORTY (40) FEET HIGH AND HAVE A 5 SHRUBS PER 3,789 SOFT 62 SHRUBS BLACK PVC I .<.•-•,;••::•,•,..•:,.:, •,•,.:.y.•:•,:.••:.•..;•,.•:•,....•:•.•.••,•;.•;,•..: .• �•',:-. •, LANDSCAPING SPECIES AS LONG AS THE CITY LANDSCAPING ORDINANCES ARE MET. POND LANDSCAPING COATED CHAIN f w .: . . •:, ,..•,: ,•:.•.; •. .• ..�,'.:::•::•:'•,�.:•�,'.:,<.;:..::.: 13 II �I s .. ...�. .. ....•::I ,.•:..• .. W ' . d.'.:•: -', •::'•,.. :a......................•::.,.• ••.'.,�•,.:...-:,....:.:a......•:. INSTALL MARKINGS SUBSTITUTIONS SHOULD BE CONFIRMED WITH THE PLANNING DIVISION. POND 'A' LINK FENCING N IN NEW C - EXTERIOR LIGHTING SHALL NOT ADVERSELY AFFECT ANY TRAFFIC OR ADJACENT LENGTH TO BE SCREENED: 910 LF 3 I ui or, 4(0? w +w. :..C•'•• :'•c- ^'::.".'.'.::: PARKING/DRIVE PROPERTIES, UNDERSTORY TREES: 1 PER 25 LF 36 TREES I I 8�, I x dl C SHRUBS: 1 PER 5 LF 182 SHRUBS - °i AREAS AS SHOWN - SITE SUBJECT TO JACKSONVILLE COMPREHENSIVE BICYCLE AND PEDESTRIAN PLAN. I I x I mI . POND 'B' LENGTH TO BE SCREENED: 506 LF r x - ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT I —\ PROPOSED UNDERSTORY TREES: 1 PER 25 LF 20 TREES X A5PHl1 T.:..;:. .:. ;,.••,.:,. ;:.:••:.:•,..;,.:•;. PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. I O SHRUBS: 1 PER 5 LF 101 SHRUBS x \ I :...•...•.:.:•:.•..;•_.•,••,:,•,...•• :�:••.'.• .•RARKING•::•::...':::'•:::...'••••' :::.•.'••::•:.••.'. J 272 SQ. :,:::::r;,:.':.':':'•:::'.::..:':.:: ...::: ':mrAi7`Mn::' :.•• . - •• ..•:'�: - THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN. TOTAL LAND DISTURBANCE: 8.76t ACRES O I I \ I FT. :;' +L9.'.::: .:'•-.: , :':::: :' :::':•'::' - THE EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH I I o BANKS ARE DISTURBED, THEY SHALL BE REQUIRED TO HAVE 3:1 OR FLATTER SIDE **EXISTING BUILDING & PARKING DATA TAKEN FROM I o ' \272 SO SLOPES AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. ENTITLED "COASTAL CAROLINA COMMUNITY I— I I '•^•.'•:•• '.'•• "••••':'•••': "••':'• -'^• ::'•:'.••',••:•'••:.'••••:':'••:'•••.::• .'••: ::'••'::•'.'•••:•SITE PLAN E TTLED COS L I I •-..359.:$(7;:.•;:.:c:;:.:::.:':�• +3' SQ FT. - A SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ANALYSIS HAS COLLEGE PARKING IMPROVEMENTS" DATED MARCH 17, LtJ x I �•.'. BEEN PERFORMED ON THE SITE, THE CONTRACTOR SHALL OBTAIN A COPY OF THE 2008 PREPARED BY SMITH SINNETT .ARCHITECTURE, PA. LlJ I H- :::::: :::':':::.:.::.::....: :.'.'.:.:':: r N O T F R SPECIALIZED SITE ANALYSIS AND RECOMMENDATIONS FOR = Iz I I I '.•";79; :•':':,'2Fr'::•:,:'.'::19:'.•:•:.7••••:-:...:'.':"•.:'.':'.:'..:..':..'...:..':'.:::.:::;-::::.'..•:. _-..:'. REPORT AND REVIEW0 I w FOR G, I x �......... ... .. ....:..... CONSTRUCTION. w I ::'.:.\•.::'..::...: . ':..:; .:,.'.:::':- ::.::.. ...::...',: ':..:':::'.::.'.'..::'..:':.:';. - NO FIRE PROTECTION SPRINKLER SYSTEM IS REQUIRED, UNLESS la I .. .......: .... ..'.: CONSTRUCTION Ld OTHERWISE DETERMINED. MATCHLINE 2 SHEET 104 LaJ a I POND \ - •••' Z 1:2 EX. POND EXPANSION D / I I Q I ( I Cma PROPOSED 4' H. :..: :•• •:::' cv x BLACK PVC ."..: a:�c:`:. :as '• �..: ' i::.. :::: :,:.::.�. } .,:.'.'• D I / I I I I COATED CHAINCo I I I 4 ILLLINK FENCING x r;. :: R o ::'• v1•r '� •� ii TITFFTTI� l L x x — x— x' n :'F(::':'t ::'•;:. \ o / I a BMP EASEMENT — — — _ :'•.•. :: ::':';as4:•::.:. .'.,:'.:';': _ F . / II '$ �� "'� of . — . . _ . . _ . . Q,ry �..,.'.�••':'. •2� I d / I FUTURE CAMPUS ROADWAY U• 41 OI_ \ INSTALL MARKINGS INSTALL MARKINGS IN NEW DRIVE .l J \J \ IN NEW \ / AREAS AS SHOWN g \ PARKING/DRIVE / R'0p •••Y.Ih ♦� - I \ \ I Ice- AREAS AS SHOWN ;:.,J::•.1':i,::, -ASPHALT.-'.-. I I \ \ CHARLOTTE SHELBY \\ �� .'•••'1)RIVE'•,c'•'• :';•:'. I I I \ �\ \ NEW 'NO 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. II .a•'ry EAvr:wTt "' J I \ \ Sid I� �g�OUTLET' SUITE 400 SUITE 200 CHARLOTTE,NC 28208 SHELBY,NC 28151 \ \ :•"';::..; :'•: �a�:':::••:.:::•Iy ♦ \ \ J�.. SIGN 704n31-7000 7oalaos-6000 NEW 'STOP' ♦ d" -. \a SIGN ;':i/�.,. '•.'.','.'.. '► .;:''`:.,': ._•,::;i:.:;:::.';.:._'•,:.::::.;.?:;.... NEW 'STOP' SIGN \ \ ••:. RALEIGH LEXINGTON 9131 ANSON WAY 1070 SOUTH LAKE DR. \ \ SUITE204 SUITE '•' '.' ' 1 "e': I I I \ \ \ RALEIGH,NC 27615 LEXINGTON,SC 29073 \ ;:.' ,..'.'...'' / :•:.,_, I II II \ \ \ 919/573-6400 803/356-0507 • NEW 'YIELD' ::.. �I l \ \ \ \ \\\ �'`' SIGN �y \ � �. R3s / GRAPHIC SCALE 40 0 20 4D so 160 DETAILED /�?y I I \\\ U) ; oP : :•.ice oe I �'J I I / IN FEET ) PLAN I I I I inch = 40 ft. F BARTLETT F - �I ENGINEERING & SURVEYING, PC O-A ...� ' 1101 I r - a - 9�'9 `�� WILSON, N.C. 27893 NORTH TFAX: (252) 399-0804 DETAILED PLAN SEAL — LICENSE NO. C-1551 FAX:. 1111 CD �I � I = 20106 �' — �� DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: : = Pricing -'iOB [REVISIONS: LE: 1" 40' DRAWN BY: LR,PH 11-140 PROJECT NUMBER CITY OF JACKSONVILLE ONSLOW COUNTY CODE: MBAJ NORTH CAROUNA DWG FILE: 1153SP6 ZONE: B-1 1 2 3 4 5 6 7 8 1 _") 02.03.12 C 104A RELEASE DATE SHEET 1. THIS DRAWING ISTHE PROPERTY OF MSAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN TO SE USED ON ANY OTHER PROJECT AND S TO BE RETURNED ON OLEOR IN PART.7 IS NOT 1 2 3 4 5 6 7 8 REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS I I N/F \ rLUUU GULAG HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH N/F PETER & DONNA HUISING N/F X. ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER TERRY & LORETTA RADEMANN I DB 3171 PG 332SUE I\ - DRAWINGS OF THIS PROJECT. SITE DATA I N/F I I PATRICIAPATRIC0 THORN \ / DB 38 PG 620 - PIN:438711577221 TOTAL AREA 75.03 ACRES PETER & S173 PC MAYBERRY PIN:438711576200 I ZONE:R-7 I DB 1387 PG 204 TOTAL # LOTS t D8 1387 PG 763 PIN:ZONE: 578230 N/F I PIN:438711574178 I ZONE:R-7 ZONE:R-7 \\ N/F / ZONING B-t ODELL & GLORIA GRAHAM ZONE:R-7 L1 •� GEORGE & MARY CONEKIN vg HK'r�7 LOCATION: 444 WESTERN BOULEVARD ODELL & GLORIA GRAHAM 08 886 PG 207 1 ,4 L2 S7 BMP EASEMENT I \ DB 3871 P7 72 PIN:438711572078 I 41"E 8'4 „ PIN:438771579197 REVISIONS I'N/W'R REFERENCES: DEED BOOK 390 PAGE 627 IDS 3180 PG 896 ZONE:R-7 Ng1'48� 3�`30 E I ZONE:R-7 / 0R Pry PIN:438711571034 9. ZONE:R-7 153.16 12g0' ` / NO. DATE DESCRIPTION N61'S2'44"E _— S78:37'21,, 1-17-2012 CITY OF JACKSONVILLETRCCOMMENTS A a eJo c�4�t SITE 44 E 242.321 8„ DI W- DII --- GEOTHERMAL _= x E 169•41' / A / + 2° N81,52GRAVITY DER — LINE IN 69.43 E � � B" PVC WATER UNE I \ ` ' — — J� MH3 --- I i —`x A--- -6- o n O — HJ/2 �_ VALVES \\�- ��`_ / �� tl• n � FH :•:.... / CUT IN (2) 8• / ::':::•iii::is ii:ii:....... ........... �- ..::. +_; . ..` i:i i : n GATE VALVES IN / T ::•::•i ::::<-: `i.:....:.::::::::: ' 3 o EXISTING LINE / i 1FR M EX. CONC P \ :•ii: . . .:.:: :. . .: SANITARY SEWER MANHOLE BORE & JACK 70 . . . . .: SHALL BE CORE WALK TIE-IN B" TAPPING :::::::.:?::::\::::':>::>:::>:.::::.::.:..:.:::::.:;..:•.•.:-::;..:•:":«.e•':/;£/:/;:/�i/:; ii :2i:rii::i:tri•i:yi:'i:'.1 �l O .I.:.�:•�::::. O DRILLED AND BOOTED CASING (TYP) SLEEVE & EW N 5 f y / VALVE \�\ /V STDRMW TE ti D / POND �ER(tsEE::5:Ei1ii ti:�•::;i1'`. (/ •o t3 \ G OTHERMAL/ 1 EX. SEWER MH 'L !1}.i. .. :::. -::::.- ;;:. / _ 4 i EXPANSION ' / E / i Y 'i .. .:.': ::::.':i.i�iY:<{{'if�[CLii:�}iii:Oiiii: ifv:�i['i['[{'bii[:":::::::::::: :a:''. TOP 39.86' ` Lj +'W \ A, _.. •i:^ii:•i:•ii:i}ii}}iiii:L^:<•>}}?:{.iii:<�:........... ..:< :9i� \ I•o ..( >..:..................:.................:.............. INV 8 31.13 6/'DI ., •'LL :::•.. •:::::::::::::::.::...'.'.'.:::` 0 A ^ . :. 1:1,: ii?}ii?::iii:•i:ti•i}ii:•i}i?:.}:}............is •:.:. . .. VICINITY MAP IN 16 a \ \ - T BENCH3. EEl CA :: ::....:..•::::.•:: \ NOT TO SCALE S .........................: : ' ......:............. \ A \ ?!' :;>::;:<•>::•>..::.....>:•:•>:•:;..... >:>:<•:;•:•::•::»:;>:•»:, ;:: : :;:>;:;:„a :;;::aas ` L� �1 o / h i• \ .P R 3" OAK 11 b G i r \ .� _ X _ 1 W WA WC m C- � NE 2 TER SER E "• fi Fp _ 1 w N Y SIDE- / WALK /,� �- ..�4 :j::::�:�';i''`:?:�:�}is�:�:�i:�}'r�:�:`�:�:•::�::�i7::�>`>::�?:i�}iii ••iiti"�'�: •: `"'��• FLOOD ZONE � METER, AND 2" RPZ (WATTS td R5' 'i::•ii Y:;:•:$:««::•.:::::•:ii«<:•i::•::i•:S:CC•::C<:�:,.,:i:�:E:i:i:: G AS MAPLE � [� �:• ) ^�� 909 OR APPROVED EQUAL) .T: .........:.:.::::::.::.::.:�:•:::::::..::.::::• ::ii:i� • ; 3. OAK .:... .�S "SHADED X• ,/.. `, \ _:..>•.>;: �::::.:::.:::::::::::::::.�::::::. ,:iiiii pi;ilP; R1 2 / ` \ IN INSULATED HOTBOX _ l i ,P / �_ 6" \ / / ,-, �/ �J'%.'i:?iiii} }}}:4?}}iiiii}iiii??iiiiii}i:'riii}i:: ��f:n•' m L B . :s .,_ : / J' OAK // / :i'T.:':}iii: •ii: •iiiiiii:i i C j;iii?i?i:i;: ;: :jti: (4.nU� •.: / B MAPLE _ EX. 8• WATER UNE �� ! J4u / • �' P �' I J 8•BRAD- `W - /.�� / NEW 4" ,-t,.<:<.;<•>:.v.:_: a RIf w APPROX. LOCAT11 \ ( � 1 Q FORD EAR / SENE NAPLE _ y 'OAK / tN 1 / / F SERVICE 100D ZONE � / ti?"w O S `1I � I `� r./ GRASS •./ •�/ S f R / R � —- E I � R T 4 3 JACKSCVAK /// /_ _�/ w � �\ //// /eeaAD- t"i/% / / 30°'� Ng77030,E /� \ �/ /((k�� k'y ,-� / ••� / I 1Z i FORD PEAR// �./ \ I6.OAK 3-,OAK 4. OAK \\ G ' J" 0AK '� CONC. � © / 16"OAK SIDEWALKS•OAK PIN S 2"��^^f(' EX. POND TO ,A, Ex. 2. OAK 1t� 1 \\ \� \ ;;'"''" REMAIN I N E- ■ Y : ~ I I6" OAK SIGN / E !. ,, . PINE _� 12'foi OAK i \\\ \� ff \.\ AINTENANC w 'I EX. FH r 0A , OAK PINE / \\ f /• \ s\ ; n (t+t \� (�p� © / �/ \\\ \\ \ I.L r p : <•... 4' BUILDING II ! T\� 5,, \"J 3"OAK // i •\, / Y/ \ / \ -•JI v 'SHRUB ON \ 12- OAK 12" OAK \ \\ © ./ % 5 \ ✓ 9�' / /' / \ / / \ \ ':'r:` >:_:'`?`_::;>:... _ _ X SCO # - 100858601A NCCS # - 1813 /:12ALEA \ 12 OAK 2. ° / \ ! r%^ / \\ \ S� \\ -,iJ� ' Alo / AZALEA /// j ` \ \ / ` / / l Ji /• / / / \ \ :;:: iy:;;::: :> ::5::>:':::. \ \ o+ AZALEA \ \ © / a Y .�S ❑ 2" OAK \ / / / / \ y x /\ \A A /AZ lE / l I ' \/ V ALEA SH RUB II/ AZ \ / / C \ zuEA ` i J \ AZALEA\ \�/ V �5 //OCl \ / \ \ a `:'.:�'�.'�•:�:•:��:.'�::�:�:� ; ,;� : :: 9�•O AZAALEAW \1 JP \) / Tn APPROXIMATE LOCATION ��J 1 ` \\\ / —6" VALVE �\ , � ///\\` N OF EXISTING BUILDING / / /`/ \ \\\ X 1 � \ A` /� cyj1 VM �¢` \ ASSEMBLY PLUG �^\\\ /ME FH Ri \' \ NAG // i�� EX. FH f / / ) \ / (1313) /� \� ��` NOT FOR CONSTRUCTION r / EXISTING STRUCTURES OUTSIDE \�O \ I i 1r� THE PROJECT AREA MAY NOT BE \, H° Y/'. / EX. FH SHOWN ON THIS SURVEY (1315) FLOOD ZONE \ \ �/ / / D "SHADED X" D AOO FLOOD ZONEX. � \\ x arc 1 C ire I I I LEGEND PRECONSTRUCTION UTILITY NOTES: O IRON REBAR FOUND CHARLOTTE SHELBY Z RAILROAD IRON FOUND NO CONSTRUCTION OF EITHER WATER AND/OR SEWER LINES IS TO BEGIN PRIOR TO RECEIPT OF PERMITS TO CONSTRUCT FROM 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. O IRON PIPE FOUND NCDENR IN ACCORDANCE WITH 15A NCAC 18C.0305(A) AND 15A NCAC 02H.0204. SUITE400 SUITE200 0 RIGHT OF WAY MONUMENT FOUND CHARLOTTE,NC 28208 SHELBY,NC 28151 o COMPUTED POINT ALL CONSTRUCTION MUST BE COMPLETED IN ACCORDANCE WITH THE CITY OF JACKSONVILLE MANUAL OF SPECIFICATIONS, 704/731-7000 704/406.6000 ♦ REBAR SET (CONTROL POINT) STANDARDS, AND DESIGN (MSSD). A COPY OF THIS MANUAL IS AVAILABLE IN THE PUBLIC SERVICES DEPARTMENT AT Q• EXISTING HYDRANT JACKSONVILLE CITY HALL. D< EXISTING WATER VALVE PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE CITY OF o EXISTING WATER METER JACKSONVILLE AT CITY HALL. _ RALEIGH LEXINGTON Cl EXISTING TELEPHONE PEDESTAL 9131 ANSON WAY 1070 SOUTH LAKE DR. ❑ EXISTING TRANSFORMER A SIGNED WATER AND SEWER SERVICE AGREEMENT MUST BE OBTAINED BY THE CITY OF JACKSONVILLE PRIOR TO THE ISSUANCE SUITE204 SUITEA EXISTING LIGHT POLE OF PERMITS. RALEIGH, NC 27615 LEXINGTON,SC 29073 I (0) EXISTING BOLLARD 9191573-6400 803/356-0507 PROJECTS WHICH INCLUDE STRUCTURES GREATER THAN ONE STORY IN HEIGHT AND MAJOR SUBDIVISIONS WILL REQUIRE THE © EXISTING DECIDUOUS TREE SUBMITTAL OF AN ENGINEER'S HYDRAULIC MODEL REPORT PROVING THAT ADEQUATE WATER SUPPLY DEMANDS WILL BE MET. - GRAPHIC SCALE - EXISTING PINE TREE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO OVERALL THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. 6I o 3o fio 12o zoo — — EXISTING TREE LINE AT TRUNK CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES. '{ EXISTING TREE LINE (DRIP LINE) SITE E UTILITY ( IN FEET ) C PROPOSED CATCH BASIN 1 inch = 60 ft. PLAN r PROPOSED SEWER MANHOLE T . I PROPOSED FITTING GATE VALVE 4,r4 B A R TL E TT ENGINEERING & SURVEYING, PC OVERALL SITE • PROPOSED SEWER MANHOLE C/ a o Essiom �r PROPOSED WATER HYDRANT Q� q! �, WILS N, N.C.STREET NORTH TAX: (252) 399-0704 1111 CD SEAL _ UCE14S, N. -155 FAX: (252 399-0804 UTILITY PLAN PROPOSED WATER LINE � ` LICENSE N0. C-1551 www.bOrtlatt.us.<om s PROPOSED SEWER LINE 20106 \ —.— EXISTING WATER LINE h —s — EXISTING SEWER LINE 1'( ?'�O� �C/NE�� ``� DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: 40 Pricing }�. �.�, J �'�P�r S 13 ",,`• SCALE: 1" 60' DRAWN BY: LR,PH CITY OF JACKSONVILLE ONSLOW COUNTY PROJECT NUMBER 'AA�4TTHIu1ppA REVISIONS: CODE: MBAJ �- PROPOSED STOP SIGN AA DWG FILE: 1153SP6 NORTH CAROUNA ZONE: B-1 1 2 3 4 5 6 7 8 F02.03.12 C105 RELEASE DATE SHEET 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHRECTUREAND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 2 3 4 5 68 REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDrrIONSWHICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH I I CONSTRUCTION SAFETY: ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS OF THIS PROJECT. I N/F I THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL TERRY & LORETTA RADEMANN PROVISIONS FOR SAFETY SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR. I PETER & SHIGEKO MAYBERRY I DB 791 PG 599 ALL EXCAVATION AND CONSTRICTION SHALL PROCEED ACCORDING TO THE LATEST DB 1173 PG 763 PIN: 438711576200 I OSHA REGULATIONS, REVISIONS N/F PIN: 438711574178 ZONE: R-7I EXISTING CONDITIONS: NO. DATE I DESCR6+TKX1 ODELL & GLORIA GRAHAM I ZONE: R-7 , 1 1.17a012 CITY OF JACKSONVILLE TRC COMMENTS A ODELL & GLORIA GRAHAM DB 886 PG 855 123.45 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB DB 3180 PG 896 PIN: 438711572078 I 81'48 41 E CONDITIONS. ANY ADVERSE CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS A PIN:438711571034 ZONE: R-7 16' N SHALL BE IROUGN. HT 2'4' TO THE ATTENTION OF THE ENGINEER FOR POSSIBLE CLARIFICATION OR ZONE: R-7 153. N81'54,�E GENERAL NOTES: __ WORK WITHIN THE NCDOT RIGHT-OF-WAY SHALL CONFORM TO NCDOT STANDARDS AND 242'32 8" DI '��- SPECIFICATIONS. CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF „ 8" DI ��WATER / EXISTING UTILITIES PRIOR TO EXCAVATION. N81'52'44 E GRAVlV,SWOER LINE N 6g 45'4 8„ C AT R LINE / THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN s ` I OR ADJACENT TO NCDOT OR CITY RIGHT-OF-WAY. ALL METHODS SHALL CONFORM TO MH#3 _ THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT \ --- -- - STANDARDS. _ MH//2 6" VALVE m 0 \� DEMOLITION NOTES: ` . •:C, '' c CUT IN (2)A13" / . 13" a GATE VALVES IN /� n�2c UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM DEMOLITON 5 /� T- �� SHALL BE DISPOSED OF AT AN APPROVED PERMITTED OFF-SITE LOCATION BY f U EXISTING LINE / - CONTRACTOR. O ^ , ' r v o� \ EX. CONIC. CW \ >:<i� i>:. . .:.:.:.:!. . .iii:: : >: SANITARY SEWER MANHOLE BORE & JACK 70 \ SIDEWALK 8" Pv / \ CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR kc 1, o TIE-IN SHALL BE CORE " / H / FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING z LF 16 STEEL / ,. . :: : : : : :: : :::: ::::::::::::::.:..•. . . _8' TAPPING ALTERING, VI RELOCATING, G 0 EC "" CL DRILLED AND BOOTED /� � RING, REMOVING, ELOCA ING, ADJUSTING R CONNECTING TO SAID FACILITIES. CASING TYP .� is SLEEVE & L O B ) / CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED B R VALVE D7 GRANjY SEWS / \ TO MATCH FINISHED GRADES. % oQJJ 'GEOTHERMAL I EX. SEWER MH I / ? A SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ANALYSIS HAS PERfnA I` BEEN PERFORMED ON THE SITE. THE CONTRACTOR SHALL OBTAIN A COPY. OF TOP 39.86' S�� y ,.: THE REPORT AND REVIEW FOR INV 8" 31.13' /„ `Z ":':j ',{bAK/� LP: �y' \ , s4;,: SPECIALIZED SITE ANALYSIS AND r� y \ _ J -o RECOMMENDATIONS FOR CONSTRUCTION. G BENCH 31.64' � S DI IN 16+� .•.y._.•.,-...,. . . �TEEL CASIN c i:w:+: MH 1 i) \ \ GZ `n MH#4 PRECONSTRUCTION UTILITY NOTES: NEW 3" OAK -'� •'� � / � � � � / II 6 EX. CONIC. NEW 2" WATER SERVICE, - NO CONSTRUCTION OF EITHER WATER AND/OR SEWER LINES IS TO BEGIN PRIOR / SIDEWALK :: ; ; : ; ; `' g\� METER, AND 2" RPZ (WATTS TO RECEIPT OF PERMITS TO CONSTRUCT FROM NCDENR IN ACCORDANCE WITH 15A MAINTENANCE GRASS MAPLE 3" OAK . . . . :'' * .:. . . ) I� 909 OR APPROVED EQUAL) NCAC 18C.0305(A) AND 15A NCAC 02H.0204. /`" �� ` IN INSULATED HOTBOX , BUILDING 6 \ / / �7 �r \ S // JACKSONVILLE ALL CMANUAL OFTION MUST BSPECOIF CAE IONSTED NSTANDARDSC AND I DESIGN TH THE CIMSSDTY F. A MAPLE\ % '-' S�� COPY OF THIS MANUAL IS AVAILABLE IN THE PUBLIC SERVICES DEPARTMENT AT SCO # - 100858601A NCCS # - 1813 -\\) EX. 8 WATER LINE 3" OAK i -1 (APPROX. LOCATIO / i� ' \ SEWER / JACKSONVILLE CITY HALL. R NEW 4" \ 2" OAK SERVICE %�3" GAiv i / PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL SCHEDULE A C SYMROI I EG ND PRECONSTRUCTION CONFERENCE WITH THE CITY OF JACKSONVILLE AT CITY HALL. C PROPOSED CATCH BASIN A SIGNED WATER AND SEWER SERVICE AGREEMENT MUST BE OBTAINED BY THE PROPOSED.SEWER MANHOLE .PROPOSED FITTING GATE VALVE SANITARY SEWER AND WATER LINES CITY OF JACKSONVILLE PRIOR TO THE ISSUANCE OF PERMITS. N PROPOSED SEWER MANHOLE PROJECTS WHICH INCLUDE STRUCTURES GREATER THAN ONE STORY IN HEIGHT PROPOSED WATER HYDRANT AND MAJOR SUBDIVISIONS WILL REQUIRE THE SUBMITTAL OF AN ENGINEER'S PROPOSED WATER LINE �• PLAN VIEW HYDRAULIC MODEL REPORT PROVING THAT ADEQUATE WATER SUPPLY DEMANDS PROPOSED SEWER LINE �+'� WILL BE MET. EXISTING WATER LINE - EXISTING SEWER LINE -• PROPOSED STOP SIGN -o- T FOR CONTRACTOR -PEPPONSIBLE FOR COMPLYING WITH ALL CONSTRUCTION REQUIREMENTS/:,TONDITIONS OF ALL ENCROACHMENTS & PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS BY CITY OF JACKSONVILLE. 50 50 UTILITIES ON PLANS ARED CONTRACTOROSHALL BE ESPONSIBLEATED FOR VERIFYING AT THHEE 48 MH#2 48 LOCATION OF ALL EXISTING UTILITIES AND SERVICES WHETHER SHOWN ON PLANS OR NOT. STA 14+89.88 MH3 EXISTING MH # 46 - STA 10+00.00 RIM 41.26 STA 16+57.81 46 CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND - RIM 39.86 INV IN 33.74 - RIM 41.50 EXISTING GROUND ALONG REPLACEMENT OF THESE FACILITIES IF DAMAGED. INV OUT 33.70 INV IN 34.45 SANITARY SEWER LINE _ INV IN 31.70 (E) ALONG WA GROUNDEXISTING R L N - INV OUT 34.41 44 44 INV IN 31.13 3 EXISTING GROUND ALONG WATER, SEWER, AND STORM DRAINAGE LINES SHOULD BE - INV OUT 31.13 DRIVEWA �ANiTAR� EWERZfNE- CONSTRUCTED TO THE FOLLOWING SPECIFICATIONS: 42 ------- --i 42 -MIN. 10' LATERAL SEPARATION BETWEEN WATER/SEWER LINES. -MIN. 24 VERT. SEPARATION BETWEEN WATER/SEWER, IF 40 -f - - - - =� JII - V - 40 WATER MUST BE PLACED BELOW SEWER. DUCTILE IRON IS - -- EXiS-TIr G I-I { - EXISTIN / - PROPOSED GROUND REQUIRED ON BOTH LINES. DUCTILE IRON SHOULD EXTEND 8-.0 II / @ 0.5 a \� / 10' PAST 38 MANHOLE ON SEWER LINE NE PER N ON ATER CITYUOF JACKSONVILLENE AND TO A. �rC 1 eC r� 1.0 % vr. A SPECIFICATIONS. - 90 LF MH#1 F - I 8, pVC�{CTER-L-INE "-I{C W� NE STAI WATER/SEWER CROSSINGS SHALL BE ARRANGED SO THAT 3 -0-40%� - RIM 4�009 88 i I i - - 36 SEWER JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE � I „ 8_DJ_IN_ 1.61" _ GRAVITY SEWER FROM THE WATER MAIN JOINTS. INV IN 32.10 E STEEL CASI�JG 184 LF 0�10% 8 -MIN. 24" VERT. SEPARATION BETWEEN STORM DRAIN AND 34� _I _ INV OUT 32.06 - - - 34 SAN. SEWER OR DUCTILE IRON IS REQUIRED. E CHARLOTTE SHELBY MH#4 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. 4p r, 8" D GRAVIT SEWER - STA 18+4180 - 32 ALL WORK SHALL CONFORM TO LATEST EDITION OF THE CITY OF SUITE400 SUITE200 3 00� . -_I - CHARLOTTE,NC 28208 SHELBY,NC 28151 RIM 41.93 JACKSONVILLE STANDARDS AND SPECIFICATIONS. 704/731-7000 704/406-6000 168 LF 0 0,40 8" DI INV OUT 36.47 30 20 LF 8" DI CENTERED UNDER 20 LF 8" DI CENTERED UNDER _ EXISTING DITCH WITH 36" MIN. GRAVITY SEWER EXISTING DITCH WITH 36" MIN. 30 VERTICAL CLEARANCE VERTICAL CLEARANCE 28 RALEIGH LEXINGTON 28 9131 ANSON WAY 1070 SOUTH LAKE DR. SUITE 204 SUITE A o d n o o rn m OO rn RALEIGH,NC 27615 LEXINGTON,SC 29073 �r C; n N o o c 1 M (5 o o M cv • 00 LO rn 919/573 6400 803/356-0507 � � � � � GRAPHIC SCALE 40 0 20 40 50' 160 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+41.80 UTILITY IN FEET ) PLAN & SANITARY SEWER SCHEDULE __ __ _ __ ___ __._ _--___ __I__-__ 1 inch = 40 ft. L -� I 1 __ i - -- PROFILE FROM TO SANI'll PIPE SERVICE TOTAL PEAK ROUGHNESS DESIGN SLOPE I Dlheo I SIZE I Vfull - Ofull -rLENGTH UPPER LOWER VERTICAL F - - --- a ua _ ____ SEWER MATERIAL FLOW FLOW FLOW COEFF FLOW jL- I - _I PIPE_I INVERT INVERT DEGREE K DROP h�� B A R TLE TT - IPIPERUN (GPD) (GPD) (GPD) I n (CFS) (FTIFf) (I (INCHES) (FI7SEC)j (CFS) 1 (FT) I OF BEND VALUE (FT.) ` ,jq's; ENGINEERING & SURVEYING, PC UTILITY PLAN �_.___ __�_ __I _ __---_-_._I_.________�_ __ ` 2q� 1906 NASH STREET NORTH TELE: `252) 399-0704 _ MH#4 MH_#3__ S_S5 -I PVC 400,00 400.00 1000 0.010 0.002 0.0110 0.6 (- 8 4.7 1.65 I ,184.00 I_ 36.48 34.45 67.D0 0.50 0.040 - °\� WILSON, N.C. 27893 'FAX: 252 399-08D4 PROFILE 1111 C� --'----'--------`----- SEAL - LICENSE N0. C-1551 MH#3 MH#2 SS4 _ DI 0.00 400.00 1000 0.013 0.002 0.0040 0.8 _1 8 - 2.2 076 -r 168.00 I 34.41 33.74 11.00 0.13 0.040 _ 20106 _ www.bartlett.us.com MH#2 MH#1 ___ SS2 _ DI 0.00 400.00 1000 0,013 0.002 0.0040 0-8 1 8 _ 2.2- I 0.76 1 400.00 33.70 32.10 39.75 0.37 0.040 .% ,t� DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: P�"ICIng MH#1 EX MH SS1 DI 0.00 400.00 1000 0.013 0.002 0.0040 0.8 r S 2.2 ; 0.76 90.00 32.06 1 31.70 r i�-,��! V;�+` '!��0� `N(`il(lF.�� Cv~`� SCALE: 1" = 40' DRAWN BY: LR,PH 11-140 PROJECT NUMBER `� Minimum Vertical drop across s_imert of manhole=0.04 ft. I I I -_I _ I '' ,�F T R�,. CITY OF JACKSONVILLE ONSLOW COUNTY Q =2.5xQ r.. I ___ _ -----� J .� S. BP�p� REVISIONS: CODE: MBAJ "� NORTH CAROLINA F) -f.EAK-- _ _AVE._.I � � I 1 � � 1 _ DWG FILE: 1153SP6 ZONE: B-1 1 2 3 4 5 6 7 8 02.03.12 C106 RELEASE DATE SHEET i - - - - - - ill . I I I 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS 1 4 (� A NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT lJ VX TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONS WHICHARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER CURVE TABLE DRAWINGS OF THIS PROJECT. CURVE LENGTH RADIUS DELTA TANGENT CHD BRG CHORD C1 119.95 304.00 2236'26" 60.77 S 72'59'48" W 119.17 us C2 138.10 189.69 41'42'54" 72.27 N 62'53'43" E 135.07 , HS" REMOVE NATURAL VEGETATION 6�' REVISIONS ONLY AS NEEDED FOR Ss LINE TABLE LINE BEARING LENGTH GRADING OF POND. ADD A 6' D� A NO. DATE DESCRIPTION A ° SITE % L1 N 81'48S6 E 36.2T7 SHADOW BOX FENCE ALONG °�' �+� aw,R} PROPERTY LINE AND THE �fO �' 12 s 7e zs'3o" E 58.98 REQUIRED POND SCREENING // \ S'p A m `11 FLOOD ZONE • \ ° ' \ I \ FLOOD ZONE STORM WATER . r VICINITY MAP ,/ "SHADED X" POND POND A / C NOT To SCALE / EXPANSION GB (182) TOTAL /` J PLACE 5't OC AROUND O POND AS SHOWN / \ •�` .36 j 82 O�� ,�� WH (36) TOTAL k * SO L) °b PLACE 25'f OC AROUNDI MULCH BED \ :; `� POND AS SHOWN , S2 0 " o I I . .'' : — - ---:,, EXISTING A STORMWATER ?E i. r, , • • , , .r .. .. .. ...... ..... 1 POND" RIT H 1 i r L / r � V i 30 NATURAL BUFFER r � ,.,;,,,;,a,,,,,>.,,;.;., ;,;r.,,.,,.a.' .:: i'E�i�:•'•:.:•:•:•.•:, � Ty TO REMAIN. ADD A 6 // ;� ;;:ic>.•.;::.;.•.>.;.>.•.;E ' •; `i• ` • :' ' � SHADOW BOX . . ...:. :... ..n• . . . . . . . ;. . . . . :. . n , . . FENCE 'L i� .;:;,,. r:::,;•;,;:.;.;;,;:.`..:.,.:•:,::r:�:•::.::::::::::::: ::.::>;;::�:�:�:�.�:�:��::� LE ALONG PROPERTY 0 ERN LINE / •A'' r I MULCH BED N i / / EW -� MA INTENANCE N T\ TITTIEN AN C E HL 1 ( � I T \ . ._'...::....'..:.::_:.;:.':.:. .::::.,,. ::.... ........... — BUILDING % LE 1 �g PROPOSED SERVICE DRIVE a.:` \\� \ / SCO #- 100858601A NCCS # - ' AND STORAGE YARD AREA 1813 / % ......:. ..:: s (47,055 SQ FT +/ Ci h HL (1) / / \ x / - C (V •o ;y o 0 WM (47)— \\ o ;? DYH (9) DYH (9 / SPACE 6' OC ;.. o ., o �u LE (1)� J' . NSH (10) DYH (9) \\ ° °000 ) .-, . \ SPACE 10' OC,:.'r'•,:.'.::::':';:.:,:,:.:.::•.'.:.:.:..::":: ° / oLLI �- \ \ \\ _ \ z� o 3\ 8. :� .�: B \,\N\. :: \ ,� .�N \\\ 1 �� HL (2)- U NOT F ® I \ MULCH BED T , . \: : : ------ OD `\\��` \ �. \ \ PROPOSED \\\ _ ^, PROPOSED /HL (2) Q .. \ \ . \ \\ O # HL (1) NSH 2 A \\\ \ \\ \` ��` \� BUILDING \ \ s PARKING LOT I' CONSTRUCTION -- ( \ \ NSH zo \ \\ NSH (5) o �\ ( � y O o0`4000. opo o °o M SPACE 10' OC ----- O. MULCH BED -- OLD O ° o• • ••o ° (O D NSH (2) ._ ..MULCH BED YH (5) L DYH (3) DYH (3) GDA '(5) DYH o O° % NSH (1) NSH '(1) LE (1) — LE (1)1 .. ._. .. .. ... ....... .... ... . . - - /' - - -DYH (2) -DYH (2) - - - = - - - - _-_ BEGIN FENCE / COASTA CAROL NA RO — — — . � / / /mil— - —w�.!— r�__— ___— __ —r__ —___r__ _ — — �_—_.�—�_•—�—_ \ i DISCLOSURE: \— / �y THIS PLAN IS FOR LANDSCAPE PLANTING REQUIREMENTS ONLY. REFER TO SITE I \ / CONSTRUCTION PLANS FOR ALL DETAILS AND LOCATIONS OF NEW SITE CONSTRUCTION. J +I II I \ \ PLANTING NOTES ��I I� I TT- I�I { EX. 4' CHAINLINK FENCE 4, LANDSCAPE REQUIREMENT TABLE PLANTING QUANTITIES PROVIDED IN THE PLAN ARE FOR MINIMUM QUANTITIES ONLY, I I I I � 1 �a TflTTjTfl M THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL CONDITIONS, QUANTITIES AND � z +TABLE OF PLANT HEIGHT AND SIZE AT INITIAL PLANTING TO MEET CODE DIMENSIONS PRIOR TO INSTALLATION. ANY ERRORS OR OMISSIONS SHALL BE REPORTED \ TO THE ARCHITECT OR ENGINEER FOR CORRECTIONS OR JUSTIFICATION. ONCE p INSTALLATION HAS BEGUN, CONTRACTOR WILL ASSUME ALL RESPONSIBILITY. ALL AREAS Plant Type Required Minimum Proposed Plants Size of Proposed NOT MULCHED OR PAVEMENT SHALL BE COVERED WITH GRASS OR SOD AS NOTED. I I I Category Size of Plants 0t (List all plant types Plantings at Initial Initial Planting within each category) Planting BED/SOIL PREPARATION: E 122=DWARF Shrubs 3 gallon min. 3 gallon min. LANDSCAPE LEGEND - PROPOSED SHRUBS & TREESE YAUPON HOLLY ALL PLANTING BEDS SHALL BE THOROUGHLY TILLED TO A DEPTH OF NOT LESS THAN 12" 50=INDIAN INCORPORATING 2" OF DECOMPOSED ORGANIC MATTER AND A 3" LAYER OF CLEAN TOPSOIL. Shrubs 3 gallon min. 3 gallon min, ALL INCORPORATED TOPSOIL IS TO BE FREE OF STONES GREATER THAN 1 4" IN DIAMETER AND O (DYH) DWARF YAUPON HOLLY (ILEX VOMITORIA 'NANA' CHARLOTTE SHELBY HAWTHORNE / ) 283=GLOSSY ALL SOIL CLODS. REMOVE ANY EXISTING WEEDS AND OTHER EXTRANEOUS MATERIALS. FINISH 0 (IH) INDIAN HAWTHORNE (RAPHIOLEPIS INDICA) 1230WESTMOREHEADST. 201WASHINGTONST. Shrubs 3 gallon min. 3 gallon min. PLANT BEDS SHALL BE RAKED SMOOTH PRIOR TO INSTALLATION OF FINAL MULCH LAYER. DO * (GB) GLOSSY ABELIA (AVELIA GRADIFLORA) 1230WSUITE400 201WA H ABELIA NOT WORK ANY SOILS UNDER FROZEN OR MUDDY CONDITIONS. IT IS RECOMMENDED THAT SOIL CHARLOTTE,NC28208 SSUITE HELBY,NC28151 4=GOLD SAMPLES FOR ALL BEDS BE SUBMITTED TO THE N.C. DEPARTMENT OF AGRICULTURE SOIL (GDA) GOLD DUST AUCUBA (AUCUBA JAPONICA 'GOLD DUST') 7041731-7000 704/406-6000 Shrubs 3 gallon min. 3 gallon min. TESTING SERVICE FOR ANALYSIS AND RECOMMENDATION OF LIME APPLICATION. ALL PLANT DUST AUCUBA Shrubs 3 gallon min. 6=LAUREL 3 gallon min. BEDS SHALL RECEIVE AN APPLICATION OF PRE-EMERGENT "HERBICIDE" BEFORE AREA IS (OLO) LAUREL OTTO LUKEN (PRUNUS LAUROCERASUS 'OTTO LUYKEN') OTTO LUKEN MULCHED. ONCE PLANTING MATERIALS ARE INSTALLED, ALL PLANTED AREAS SHALL BE (] (NSH) NELLIE STEVENS HOLLY (ILEX 'NELLIE R. STEVENS') 24 = NELLIE MULCHED WITH A MINIMUM OF 3" LAYER AFTER COMPACTION OF BROWN DYED MULCH. RALEIGH LEXINGTON Shrubs 48" high min. STEVENS HOLLY 48" high min. ( ) RAL IGHANS WAY LEXI1070 SOUTHLAKEDR. MULCH SUPPLIER MUST PRESENT DOCUMENTATION SHOWING COLORFASTNESS OF FINISHED . � (WM) .WAX MYRTLE (MYRICA CERIFERA) i Shrubs 3 gallon min. 47 = WAX MYRTLE 3 gallon min. MATERIAL OF AT LEAST 2 YEARS WITHOUT SIGNIFICANT FADING. 56= WASHINGTON + WH WASHINGTON HAWTHORNE CRATAEGUS PHAENOPYRUM SUITE204 SUITEA Understory Trees 8' high with 1" caliper HAWTHORNE 8' high with 1" caliper O ( ) ( ) RALEIGH, NC27615 LEXINGTON,SC29073 PLANT GUARANTEE: _ 919/573-6400 8031356.0507 Large Trees 8' high with 2" caliper 20= HONEYLOCUST 8' high with 2" caliper ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 1 YEAR FROM THE DATE OF (HL) HONEYLOCUST (GLEDITSIA TRICANTHOS) GRAPHIC SCALE Large Trees 8' high with 2" caliper 18= LACEBARK ELM 8' high with 2" caliper FINAL ACCEPTANCE BY THE OWNER. GUARANTEE SHALL BE AGAINST DEFECTS, INCLUDING (LE) LACEBARK ELM (ULMUS PARVIFLORA) LANDSCAPE DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM NEGLECT BY 40 0 20 40 80 so THE OWNER, ABUSE OR DAMAGE FROM OTHERS, OR UNUSUAL INCIDENTS WHICH WERE BEYOND LEGEND THE LANDSCAPE INSTALLER'S CONTROL. THE LANDSCAPE INSTALLER WILL FURNISH AND SITE INSTALL REPLACEMENTS WHICH COMPLY WITH THE REQUIREMENTS SPECIFIED AND MATCH THE o IRON REBAR FOUND Q EXISTING DECIDUOUS TREE GROWTH SIZE OF THE PLANTS AT THE END OF THE GUARANTEE PERIOD. ONLY ONE ( IN FEET ) 0 RAILROAD IRON FOUND REPLACEMENT WILL BE REQUIRED AT THE END OF THE GUARANTEE PERIOD EXCEPT FOR 1 inch = 40 ft. O IRON PIPE FOUND EXISTING PINE TREE F LOSSES DUE TO THE ABOVE LISTED CONDITIONS IN WHICH CASE THE GUARANTEE IS VOID. - 0 RIGHT OF WAY MONUMENT FOUND BAR �� F 0 COMPUTED POINT — — EXISTING TREE LINE AT TRUNK - " � N ��,' A REBAR SET (CONTROL POINT) _ SEEDING NOTES: - � , EXISTING TREE LINE (DRIP LINE) ' ENGINEERING & SURVEYING PC < EXISTING WATERHYDRANT r ,, lDyr ''� LANDSCAPE Ca EXISTING WATER VALVE GRASS SEED SHALL BE IMPROVED TURF TYPE BERMUDA, "JACKPOT" "SAVANNAH" OR OTHER Q 9� 1906 NASH STREET NORTH TELE: (252) 399-0704 PLAN o EXISTING WATER METER VARIETY APPROVED BY THE OWNER'S REPRESENTATIVE. ALL SEED SHALL BE CERTIFIED SEED WILSON, N.C. 27893 FAX: (252) 399-0804 1111 O EXISTING TELEPHONE PEDESTAL MEETING ALL STANDARDS OF PURITY AS REQUIRED BY THE UNITED STATES DEPARTMENT OF = SEAL \ LICENSE NO. C-1551 www.bartl399— 804 f- - 20106 2 r c i�o EXISTING TRANSFORMER AGRICULTURE. SEED ALL AREAS AS SHOWN ON THE SITE PLAN. ALL SEEDING SHALL COMPLY �� rDATEFE...B. 2012 SURVEY BY: TB,CN PROJECT:EXISTING LIGHT POLE WITH THE PROJECT MANUAL AND SPECIFICAl10N5 - SECTION 02900 (LANDSCAPING). a= p F 1 Pricing r s 4'GINE� G�(0) EXISTING BOLLARD I ., Y , ' B1.` = 40' DRAWN BY: LR,PH 11-140 CITY OF JACKSONVILLE PROJECT NUMBER, ONSLOW COUNTY` CODE: MBAJ 2 3 owc FILE: 1153SP6 NORTH CAROLINA ZONE B-1 4 5 6 7 g 02.03.12 C 107 RELEASE DATE SHEET I 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 1 2 3 4 5 6 7 8 REQUEST. 2. MATERIALS.DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SI MILARY INDICATED CONDITIONS WHICH ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS OF THIS PROJECT. THREE 2"X 2" .40 PCF GROUND TREATED STAKES, REMOVE AFTER REVISIONS END OF GUARANTEE PERIOD. EXTEND MULCH TO INCLUDE NO. DATE IDESCRiPnON STAKE. 1/4" NYLON CORD WITH RUBBER HOSE AT POINT A OF CONTACT WITH TREE A 4" SAUCER BERM CONTACT POINTS TO BE GENTLY PRESS A THIN 2/3 HEIGHT OF TREE LAYER OF SOIL OVER BALL (LIMB UP BEFORE �� _ MINIMUM LIMIT OF MULCH STAKING) 12" MIN. (AFTER LAYER OF MULCH —�IFTER COMPACTION) HOLE TC BE TWICE 4' SAUCER BERM TO THE DIAMETER RETAIN WATER. OF ROOT BALL '„' a:`. THREE 2"X 2" .40 PCF GROUND ROOT BALL HOLE DEPTH TO EQUAL BALL DEPTH 'r T-i_ :;.':j "'•' . TREATED STAKES. REMOVE AFTER WITH BALL 1/3 ABOVE EXISTING !'•y END OF GUARANTEE PERIOD. GRADE BASED UPON DRAINAGEL�I •t(: - _ EXTEND MULCH TO INCLUDE I _T.._ T ^41,- I REMOVE TOP 1/§T�CE. TOPSOIL REMOVED FROM HOLE I—_BIII-T II-I- I a� _ _n BURLAP FROM BALL 12" MIN. ~ UNDISTURBED SOIL UNDER BALL TO MINIMIZE 1. GENTLY WRAP TRUNK OF TREE WITH STANDARD TREE SETTLEMENT r POND LANDSCAPING WRAPPING PAPER STARTING FROM BOTTOM WINDING r , '1. Od, POND 'A' UPWARDS. LENGTH TO BE SCREENED: 910 LF 2. ALL DEAD MATERIAL TO BE PRUNED FROM TREE PRIOR TO 0 UNDERSTORY TREES: 1 PER 25 LF 36 TREES INSTALLATION. Z SHRUBS: 1 PER 5 LF 182 SHRUBS 3. CONTACT POINT FOR RUBBER HOSE IS TO BE A LATERAL • :[h 1 A' • BRANCH, NOT THE MAIN TREE TRUNK. G 0 B 4• REMOVE ALL TREATED OR PLASTIC COATED BURLAP FROM ., _ POND 'B' PLANT BALL. i3 �i i bbb J LENGTH TO BE SCREENED: 508 LF 5. REMOVE ALL STRING OR WIRE FROM BASE OF TREE. UNDERSTORY TREES: 1 PER 25 LF 20 TREES 6. INSTALL TOP OF PLANT BALL UP TO 3"-4" ABOVE GRADE, SHRUBS: I PER 5 LF 101 SHRUBS DEPENDING ON SURFACE DRAINAGE. PERITIA 7. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER > 7" INSTALLATION, EVEN IF RAINING. ]LE (1) SERVICE &� STORAGE YARD AREA LANDSCAPING 8. KEEP MULCH 2" AWAY FROM TREE TRUNK BASE. 47.055 SCUARE FEET 9. SOIL AMENDMENTS ARE NOT REQUIRED FOR TREES. 1 I / MULCH BED 1 LARGE TREE PER 3,780 SO FT 12 TREES LE (1) 0 5 SHRUBS PER 3,789 SO FT 62 SHRUBS PLANTING & STAKING DETAIL—TREE DYH (10) 0 p (1) NO SCALE NEW o . ■ pp DYH (10) _ °° °° MAINTENANCE LE (1) HL (2) HL (2) GENTLY PRESS A THIN BUILDING ®® LAYER OF SOIL OVER ® ® BALL SCO # - 100858601A NCCS # - 1813 '�' 'x ** REMOVE ALL STRING OR 3" LAYER OF MULCH IH (10) IH (1c WIRE FROM BASE OF SHRUB (AFTER COMPACTION) i &3f LE (1) SAUCER WBERM ATER.TO C C i RETAIN HOLE DEPTH TO EQUAL BALL DEPTHTM- - ROPOSED - WITH BALL 1/3 ABOVE EXISTING I ; PARKING GRADE / <'. � REMOVE TOP 1/3 OF LOT _ a BURLAP FROM BALL m- - * -�- * TOPSOIL REMOVED FROM HOLE HOLE TO BE TWICE THE DIAMETER yr OF THE ROOT BALL. LE (1) HL (2)— —HL (2) LANDSCAPE LEGEND - PROPOSED SHRUBS & TREES - _ - MULCH BED GENTLY SCARIFY THE ROOT BALL OF ALL CONTAINER GROWN o • Will O (DYH) DWARF YAUPON HOLLY (ILEX VOMITORIA 'NANA') PLANTS.uu, O o ®% • ®® opo °o o° o°o •® ® LE (1) ® (IH) INDIAN HAWTHORNE (RAPHIOLEPIS INDICA) * (GB) GLOSSY ABELIA (AVELIA GRADIFLORA) THREE LL WITH TWO PARTS DECAYED PINE BARK MULCH WITHIH (5 DY1i (10)--- DYH (10) ® (GDA) GOLD DUST AUCUBA (AUCUBA JAPONICA GOLD DUST') (DLO) LAUREL OTTO LUKEN (PRUNUS LAUROCERASUS 'OTTO LUYKEN') THREE PARTS EXISTING SOIL CONSTRUCTION SOIL AMENDMENTS ARE REQUIRED FOR SHRUBS AND GROUND COVER BEDS. TILL SOIL A MINIMUM OF 12" DEEP W w I STORMWATER (D (NSH) NELLIE STEVENS HOLLY (ILEX 'NELLIE R. STEVENS') AND WORK IN DECAYED FINE PINE BARK OR PEAT MOSSUNTIL SOIL IS LOOSE AND FRIABLE. Z I I POND EXISTING EXPANSION (WM) WAX MYRTLE (MYRICA CERIFERA) J *,. I I � � = I STORMWATER PLANTIK DETAIL—SHRUB 0 w POND I * O (WH) WASHINGTON HAWTHORNE (CRATAEGUS PHAENOPYRUM) NO SCALE a ®I I POND 'B� I (HL) HONEYLOCUST (GLEDITSIA TRICANTHOS) D D - I GB (101) TOTAL I I* LE iII I PLACE 5't OC AROUND I Ii+**`' (1) —HL (2)— -HL (2)-: ' (LE) LACEBARK ELM (ULMUS PARVIFLORA) J POND AS SHOWN LANDSCAPE REQUIREMENT TABLE WH (20) TOTAL I ® ® �� TABLE OF PLANT HEIGHT AND SIZE AT INITIAL PLANTING TO MEET CODE PLACE 25'f OC AROUND JR �® LE (1) _ POND AS SHOWN I * IH 10 \ Required Minimum Proposed Plants Size of Proposed L i� — — _ _ J ( ) IH (10 \ Plant Type Size of Plants at (List all plant types Plantings at Initial .* O Initial Planting O '� 'F� * DYH (17) DYH (17) Category g within each category) Planting / 000 O000 0000o YAUPON HOLLY 00000 0000 0000 Shrubs 3 gallon min. 3 gallon min. BED \\ Shrubs 3 gallon min. 50=INDIAN 3 gallon min. ------ ------ HAWTHORNE 2g A E OA FUTURE CA OADWAY Shrubs 3 gallon min. 3 gallon min. Shrubs 3 gallon min. 4-GOLD 3 gallon min. OUST AUCUBA ��IISS 111 6 Shrubs 3 gallon min. 6=LAURELOTTO LUKEN 3 gallon min. Shrubs 48° high min. 4 = NELLIE STEVENST HOLLY 48" high min. Shrubs 3 gallon min. 47 = WAX MYRTLE 3 gallon min. E ` Understor Trees 8' high with 1" caliper 56= WASHINGTON g' high with 1" caliper E Y 9 P HAWTHORNE CHARLOTTE SHELBY Large Trees 8' high with 2" caliper 20= HONEYLOCUST 8' high with 2" caliper 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. SUITE 400 SUITE 200 Large Trees 6' high with 2" caliper 18= LACEBARK ELM 8' high with 2" caliper CHARLOTTE,NC 28208 SHELBY,NC 28151 7041731-7000 7041406.6000 RAL\` \ 9131 EANSON WAY 1070 SOUTH LAKE DR. SUITE 204 SUITE A RALEIGH,NC 27616 LEXINGTON,SC 29073 � \ \ 918/673-8400 803/356-0507 ` I GRAPHIC SCALE LANDSCAPE 40 0 20 40 So 160 SITE LEGEND IN FEET ) o IRON REBAR FOUND Cy EXISTING DECIDUOUS TREE \ 1 inch = 40 ft. F 0 RAILROAD IRON FOUND \ ZS 0 IRON PIPE FOUND EXISTING PINE TREE RIGHT OF WAY MONUMENT FOUND ` \ -11,1r , BARTLETT — EXISTING TREE LINE AT TRUNK ` ENGINEERING & SURVEYING, PC 0 COMPUTED POINT — — � ♦ REBAR SET (CONTROL POINT) _ 1,.l,V EXISTING TREE LINE (DRIP LINE) / /�EXISTING HYDRANT �/ �/ �Ny� 1906 NASH STREET NORTH TELE: (252) 399-0704 LANDSCAPE PLAN Da EXISTING WATER VALVE SEAL WILSON, N.C. 27893 FAX: (252) 399-0804 1111 CD C) EXISTING WATER METER . � LICENSE N0. L-1551 www.bortlelt.us.com zoos ti Pricing O EXISTING TELEPHONE PEDESTAL ref': h DATE: FEB. 2012 SURVEY BY: TB,CN PRwecr. PROJECT NUMBER O EXISTING TRANSFORMER Qt 'fi�Fll �'�� ryGINF�� ~.` SCALE: 1" = 40' DRAWN BY: LR,PH 11-140 7 EXISTING LIGHT POLE <>r ;-at '. F� •��.��.`x"'1` ' B CITY OF JACKSONVILLE ONSLOW COUNTY (0) EXISTING BOLLARD AID 4,� $. B p`1% REVISIONS ,��I1111111p CODE: MBAJ C DWG FILE: 11535P6 NORTH AROLINA ZONE: B-1 1 2 3 4 02.03.12 C 107A 5 6 7 8 RELEASE DATE SHEET 1. THIS DRAWING IS THE PROPERTY OFMBAJARCHITECTUREAND IS 4 5 6 NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT 1 3 TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 7 REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS OF THIS PROJECT. GSM I I .40 - - \L =• i ,..,.` / r fir/ __�_ _ T (>--��- 5 - -�- BMP EASEMENT uN \? _ 7, \ oRFasi>,. \ '\ / REVISIONS /. NO. DATE J9.9 �.3g \\ DESCRIPTION SITE 1 1-17-2012 CITY OF JACK SONVIDETRC COMMENTS A �` , , EX CB - - _=-QT �36 �35� .><s-Ga; f\\\1 -. �4r�� I I \ 1 /lam '- -1�/�\\\ \ �`3 raj 4p\ II A b s _ - _ ri + _ " `� J 1 \ I \ l # i ) / / \ Ala / 1 •1t�S qo TOP 38.89 c„=--=�_��- --_____.s / $' DI \\ \\\ -d0. �. .� r- ,/ -- N a EX CB INV. 34,4a / - Y J 1 -`(f�J FES POND I / 1, - 1 iNl8hS2 4_ - ______- GRAM T SGWER \�\ \\ \ I - Yi= 169. - m TOP 38.99 _-__ ______ / ° I / I I / `SD\ 4 ! 1 4 ) < N �38'3_ _ - --39 0 \ M,l /�/ /� az I ' -57"X38" - _ _ !a2 - -- d I _- I / _ \ J I l/\d I \ gip• . �` ( I I - l INV. 34.34 / 35-- �- _` ARCH- / r- -j II Ill I j� \_ _�7-�i- \ 41 / EP=42.20 ^ dl l - ✓ / H#2-\ - G` MH#3 \ \ 7 EP=41.60 EP=42.70 .. �' 41. rl l l a �D I •, •ram"^�x�•rn,n'�w - x d, ._�"• FES ,I I - �-� .--r• ! ` INV. 34.33 :-39.20 I\N5V.5. P..=.4.2•. 0. .......E \w� atil\ l o) INV. ,! \ \ .... .... I 'r?ii:vl�I�?}:�::: �: / Y//// ��• 35.2 I S A < -_- --__ - ="42=�,T1\\\\ \�'\ i :-.:1 .�.>:�:�:•'PDf�5�' o-:to- .%i%iiii.:i::;:::<`::a�j?, j , O I s - _ •. :-.� �-�'�:�I�."':%i{ i t'::;:;:;o-:.i.$:}>;:.. :%:% :% ><r 11 / /� BC=39.72 6si1 /� \ - - - \ \\\ \ \ - EP=42.60 VICINITY MAP ..� -.:::> ::: •:. w a� _ ,_- - .. \ \ \\\ .,.:�', ::: '' a I/- � :... ...........�::::'�: . TOP-41.o0':_::•. .v.:.'�:�;taw-{-:':: :::::::a: :. :: �'•. xs L • ::3:• INV-36.94 NOT TO SCALE �' �...�..�. -. •.;.;.:....,.:,.... .•x•»: � �if ??i? yi;i;i;,i�°�" g4 > / / •t'J '.:' � .�"� �'��.. -40 � ., \ GRP BC=41.16E % //-- � / \\\\\\ \ !.:.;:.: EP=41.00 1 - •:::::::1::::�:':�:�'�:�:�:�:�'�:�:'�:�:�:�:�: :�:•:��: .:�: / K\\\ EP-42.50 ...... ...f. .. .. \o / \ '.-lop '-}I-i:•: ii ': -� \ \ 4 1 M C=40.00 \ /B :�::�. � / \ �.;.} .. s h .................. ... .............. .. L..�......��:i:i(;ijij7jij:'1%'",.,:8'•%''•'1..;% �'. .......... •.�ItY..... -,�/ \\ \\ \ .. \ �('\ S-.. ::::.:::.:::: •r.•.�:•Y }:: .:.;.t^aP:;.:.; ::1.:. >j'r� a I �.. : W /�BC=40.17t BC=40.40 ...:. ... ......... / I 1 / \\ \\\� \\ •PDI#3 \ \L+\\ ::.�:�>�.........�.:•.':, ': -: . . •..•. :::: :::.'�"::f.• ,•. i < ' 11 } (, O A I v 1 1 / \ \ \\\TOP-40.50 \ \O \ \ :._ A...... :.1.,,, _5i :i.I v m S \ V / { t i 9 -40.80 'ter i \ ,......: :�:•:::•:�::�:�:::•:•:•:<.;.....::.:: ..�...... ::::. a .:<.. :::.. .:... PROPOSED LEGEND BC / �:::::> � / ' � \ \ \\INv=37.29 \ \� \ \ \ 1 / STOP 39.79 `� \ \\\\ ?J \ \.Yr>-;r:: ::.:.':::'::_:.:>::0 ::.,,::i ?'::::::/>.»::. ..�;. «:s,. ,;;;:i:iL.': \ • * r - - .� O //�3• . �M/H# at . :>:I✓NV:J 36.09tI EP_ 41.60 -ELEv- EXISTING CONTOUR E Li \\ -\ \ \Y"• ?: ::: :: ::::::::.;I::t;:.l.r,::••>::::..':�<•:, f. >, \ 1 Ct 4 N • \ c _ / ro \ 1�\ J '•'- BC=39.2o / /�� :.........,.. ;�. • d � , \ I o \� J{ (fi\r\ �•:::•'•:•:�>::.;�i:�i:�:';.i�:i.:�;.i•..�.;.:�.;�.:.,:.:�:.....:. PDI4 -ELEV- PROPOSED CONTOUR ::: :::: 13 INV. 36.66.. :i.: . FLOOD ZONE \SPOT ELEVATION ;:;a.'-?i'.�.}:.•:. .....: •\�\\ \ �q \ a 'a:<:;;':;'::'>:':':: - ti...:::: � <>`• 's \ �1 � > r, � ' .rj . a ~ \ HA a`"S DED X" � e i 1 : RI q. Y \ i v i t ` 1 O T1ti'�••• 1 s SPILL CURB a a. \ S I-��/ I \ \ \ 1 / I - T / \ r c v'� - \ I.......... PROPOSED CATCH BASIN FLOOD ZONE 1 \ . \\ � �-r ........... t.::.. ,,'r. .w.} ' •:- .::.; .:: .:...:..:.,:•:%• ::% :%: :.. 1 \ \\ e � �`''%>�`'' >'•"» y..: � ' ,/I, / \ I \ \ •PDI 2 'di':tip.�:� r-' - / sue/ "X" �\� \\� ,•,�ss,2;- ..xy• :• °'•."••..•� / \ : a :•: ::{: :'��:�a,^• / ,"•ri%:: i �� /- - PROPOSED DROP INLET / r - \�.�rINV=36.99 \ / =1:-;� : �:I: Jy,-_,_.s• �1 G,� \ - '� � TOP 40. 3 I ,' / , ,\ •; >,:.:.' -.r,,� �;: ••�. � '�/ / >i � � NEW PROPOSED FES ; / EX DI _�\ ._._ - -�a _ \\ \\ MAINTENANCE / TOP 40.92 y ` V. 3!\72 \\Pnq. \\ � BUILDING EX I / \ \\ \ TOP 41.58 / Z N \\ \\ \\ c EX CB \ \\ I ,; ,•- JB. % SCO #- 100858601A NCCS #- 1813 INV. 36.68' •S ( TOP 41.65 \\\\�n,�\n\ \ \ // =- `PDI A ((/I�'� r "\l' .. `r ..:� ISOP=41.50 EIll � , / EX DI C A SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING 39 I DI P\./ \\ 1 \ \\`Arn, \ x', s'Y `F,: �• ARGG" `, - I \\ . I \ \\ a d�J/ .TOP 41.49 n \ P \ 'i•';e;;"r ti ° 1 �. SW BC=42 25 \ ANALYSIS HAS BEEN PERFORMED ON THE SITE. THE CONTRACTOR INV. 38 \ 1 / INV. 38. .• \ -° .y /I s .c ,� a,rw / Q SHALL OBTAIN A COPY OF THE REPORT AND REVIEW FOR \ -/ EX DI \ � / { -r,,•r - t,p ` rQ I SPECIALIZED SITE ANALYSIS AND RECOMMENDATIONS FOR / \ 1aP N�"� I \V. 37.92CONSTRUCTION, > EX DI 70 IN 37a2`I0/OUT \ / \'"� \ /, \ + 'f ,z _ q t` vc;BC=40.60 /• •,h<�e%T INV. 36.70 PCB --�1. #1 s.at ' EX DI � .C}`° y/// /. /' F / \ / '- ' \ :�> 9R,Q,; ; ..•:\ TOP=40.80':�),� Q'.:,.TOP=40.80. _. / \ai / a \\\� \ I ,• : 2k \'I V=36.70 ' :' �Gq INV=36 27 / �' LEGEND 'A TOP 41.27 / / / / / \ \ W" 0.•.::•%\ �/ 5 C 4c O IRON REBAR FOUND /.INV. 3�8.32 // / J/1 �� ' \\\�\\ \ / r_.,•;::` ?..•.P•.:'::: ?\:\:' .;: - \::•:::•:•:•:•:•: Pi \ � \ ' /J�m \ /I/ // \- 2- / / >7J RAILROAD IRON FOUND \ \ � / / / � EX I A / \\\ BC=41.60E .��•SW�BC=42.25�:::::.. •:.;...�,?;,. aa- / -\ \v / N, O IRON PIPE FOUND �,, / / // T P 42.47 \ \ y1 / \�\\\\\ PDI 1 4T „r.;.;.;.;.; .,..,. - 43-BC=41.25 •• \ 0 RIGHT OF WAY MONUMENT FOUND \ \/\ \ ! ( / / / / INV. 37.07 IN \ r' \ ` 'I''�`•'•'•'•''' �''•'•'•''•'•'•'•'•'•'•'•"' `- '•' - O COMPUTED POINT \ \ \ /,'/ / / INV 36.92 IN/OUT / J I`/ \\\TOP=40.50 BC=42 00 '`• / // '" \ m NOT F Q R I� \ \ )NV=36.37 \ 1 9♦ REBAR SET (CONTROL POINT) \ s d1 % / / \ 1,'L \>(•. ;1•:•.::'::iri:.•I;l;:.y;.,';I;.; •'•' /G' ;0.•:•. EXISTING HYDRANT \ \, / _r "' /// / aR/ / \ / �� ' \\\� I\ F \ \ /4\ CONSTRUCTION DO EXISTING WATER VALVE / P,�' / ' // / �. �• DI GPi/ \ �\\\\\\\ \ \;;: . %^- \ \-/ �2 O \ / / / T 4 1 Ri \ \ \ \E /A- I / \ _ II o EXISTING WATER METER / //V-P� _ / / / R \i /1, \\\\\ \ , / / // ` N EX DI \o / / J NV. 2 / /i00 ❑ EXISTING TELEPHONE PEDESTAL TOP 41.7 i / /' C APPROXIMATE LOCATION I i / // \\ \\\\\\\BC=41.60t \'.•. BC=42.25 //�// \�\ �,�� ` \ C ❑ EXISTING TRANSFORMER INV. 38.0 ' / \ OF EXISTING BUILDING / / ' ryy / / II /✓ >r2 ems \\ \ � \ y \ \�// ro II XX EXISTING LIGHT POLE s (,/EX DI - \ / �� I I S\a /// (S �' oq \\X� (o) EXIST NG BOLLARD II / TOP 41.37 \ / /! a ` ` , / INV. 37.07 IN EXISTING DECIDUOUS TREE qq��-/ r- �Ol// \\ /9EX. FH INV 37.021N/OUT / / /� % \�\\\\\ a��\� � � \ a' \\ ao EXISTING PINE TREE / / '• / / / ( / / ��\\ ,L P \ a\�) 1`\ / ` \ � .• (1313) / / / / i - \� t__ \1�R� �\' \mot' 3s82 / \\ EXISTING TREE LINE AT TRUNK .4• / < / /--A2- \ , . J- EXISTING TREE LINE (DRIP LINE) / / / / \•--'' OP / ( �\N \\ \\ N,&`�' y 57EX 15* \ \\\\ \\ �-P a PROPOSED STOP SIGN /N \\ \ P 1 \ NV:39.32 / VRS TIE TOP- [N.V. � \ \ �/ / \ / \�\\\\\\ \ \ \ \�\\ ` � �� .�✓�-`\ \ \ / DI ` ALL BEARINGS, DISTANCES, AND COORDINATES SHOWN HEREON ARE \I \ \ \\ , /' / TO 41. LOCALIZED (GROUND) NAD 83 (2001 ADJUSTMENT) HORIZONTAL EXISTING STRUCTURES OUTSIDE I INFORMATION (UNLESS NOTED OTHERWISE), BASED UPON THE NORTH THE PROJECT AREA MAY NOT BE \ t CAROLINA STATE PLANE COORDINATE SYSTEM, WITH NAVD 88 SHOWN ON THIS SURVEY _ a2/ELEVATIONS. THE N.C. STATE PLANE COORDINATES FOR CONTROL I \ POINTS 1 AND 2 SHOWN HEREON WERE ESTABLISHED UTILIZING \\ \ \ /-' - 7 \� \\ N\(\\ �_ \\�' /,-INS/• GLOBAL POSITIONING SYSTEMS (GPS) IN CONJUNCTION WITH THE \ \ \\ J \ 5`- 7 ( � Q ` 39.17 NORTH CAROLINA GEODETIC SURVEY'S VIRTUAL REFERENCE SYSTEM \ \ \ /'' \ ) \/ -;;_p \•_•- / (VRS), WHICH IS BASED UPON THE CONTINUALLY OPERATING \ \ \ \ DI R \aa \\ N"\\P INV, REFERENCE STATIONS (COBS). THE VMS SURVEY TIE WAS \ \ \ ` T ./\I� P3904/ ��V ®� � PERFORMED ON JULY 22 2011. ALL MEASUREMENTS SHOWN HEREON \ \\ \ \ V. ,_ I• --^�\5 EX CB \�\°� � ( \ \ 1■ ``/ ARE REPORTED IN U.S. SURVEY FEET UNLESS NOTED OTHERWISE. \ \ - - a2 / , TOP 4t.so\ I \ \ INV. 39.20 CM.P15 ( \\off / f I `k NV:39.1 \ EX. 2' / o \ / ✓ ' \ TRENCH \ Q \\\ DRAIN Il STORM DRAIN SCHEDULE 10-YEAR STORM \ L \ \\ y\a/ \ g I ! Z / -1-x \ \ \ \ V i (n= 0.013 ) _) \\ \ \\ / / \ \ V46\\ \ \\\ �\\ 1 CHARLOTTE SHELBY ' \ +1 \ !!� 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. O=CIA �' / \ �' \ \\ I \ ( -i- �I \\ \ °j, \ S�4 SUITE400 SUITE200 1 A fc I Cc Cc _ 010 .. i j I- - r- \ \ / \ \\ \ \ \\ \ \ CHARLOTTE,NC 28208 SHELBY,NC 28151 \ FROM TO PIPE 1 INLET INLET TOTAL INLET PIPE TIME OF INTENSITY RUNOFF RUNOFF j DSCHRGLS LOPE Dtheo 1 SIZE Vfull I Qfull- LENGTH SEGMENT UPPER LOWER \ \ \ \/ / \ �\ \\ \ \ \\ \ \\ ! 1 704/731-7000 704/406-6000 1- RUN AREA AREA ARE4 TIME TIME CONC COEFF COEFF I PIPE TIME INVERT INVERT (SF) (ACRES) (ACRES) (MIN) (MIN) (MIN) (IN/HIT) I (CFS) I (FT/FT) ;(INCHES)L(INCHES) (FT/SEC) I (CFS) (FT) I (MIN) DI#5 DI#4 L 1 18781 1 0.43 1 0.43 I 5 0.0 5.0 1 8.99 0.85 1 0.85 1 3.3 1 0.0030 1 14.6 1 15 1 2.9 i 3.5 1 81 1 0.5 36.94 36.66 \ \I \ - I` DI#4 FES#3 K 22569 0.52 0.95 5 15.5 5.5 8.99 0.85 1 0.85 I 7.3 1 0.0030 19.6 I 24 3.9 1 12.4 I 158 1 0.7 36.66 I 36.19 _` / _ / 1 a I I \\ RALEIGH LEXINGTON FUTURE J1 15915 0.37 0.37 5 0.0 5.0 8.99 0.85 1 0.85 2.8 1 0.0030 13.7 1 15 2.9 1 3.5 82 0.5 i 38.03 37.79 \ I - IdI M\ I ' II I 9131 ANSON WAY 1070 SOUTH LAKE DR. �--- (---- - SUITE 204 SUITE A FUTURE 1�14479 0.33 0.70 5 5.5 5.5 8.99 I 0.85 I 0.85 L. 5.3 j 0.0030 17.5 18 3.3 5.8 1 100 0.5 37.79 37.49 RALEIGH,INC 27615 LEXINGTON,SC 29073 FUTURE H 25057 0.58 1.27 5 6.0 6.0 8.99 0.65 0 85 1 9.7 1 0.0030 21.8 ( 24 3.9 12:4 167 0.7 37.48 36.99 919/573 6400 803/356-0507 DI#3 DI#2 _ _ F _I- 17200_ 0.39 0.39 5 5.0 5.0 8.99 0.85 0.85 3.0 I 0.0030 I 14.1 15 2.9 3.5 102 0.6 37.29 36.99 -I- - DI#2 DI#1 E _; 12392� 0.28 1.95 5 6.7 6.7 8.99 0.85 0.85 -1 14.9 0.0030 I 25.7 24 3.9 1 12.4 204 j 0.8 36.99 36.37 GRAPHIC SCALE -' - - DI#1 DI#1A _D _' 8490 0.19 2A5 5 7.6 7.6 8.99 0.85 0.85 16.4 0.0030 I 26.6 30 4.6 22.5 148 I 0.5 36.37 35.93 DMA FES#2 C I 7265 1 0.17 2.31 5 8.1 8.1 8.99 0.85 0.85 17.7 0.0030 I 27.4 30 4.6 22.5 1 40 I 0.1 35.93 35.81 so 0 2s so 100 200 OVERALL CB#2--- CB#1_ -,..-_B L_11592 0.27 0.27 5 0.0 5.0 1 8.99 0.85 0.85--1 2.0 1 0.0030 -1 12.2 _1 15 _ 2.9 I 3.5 I 28 1 0.2 36.73 36.65 CB#1 FES#1 A 2827 0.06 0.33 5 5.2 5.2 8.99 1 0.85 I 0.85 1 2.5 1 E0030 1 13.2 1 15 2.9 3.5 1 49 1 0.3 36.65 36.50 G \I/'� POND OUTLET 1 NA NA I N GRADING A NA 1 NA 1 NA 1 NA NA 1 NA ( 4.0 1 0.0011 1 NA 1 15 1 1.7 1 2.1 I 184 1 1.8 1 36.40 36.20 ( IN FEET ) v F 1 inch = 50 ft. PLAN SCHEDULE (10-YEAR STORM)STORM DRAIN SCH _. --- -- - LI F n = 0.013 �� ( __ ------� ---- -- _ 1 1, , 1Hgrryr,, INA R TLE TT _ Q=cIA ° ENGINEERING & SURVEYING, PC Imo- 1 --- (/ -, A }c I 1 Cc 1 Cc I Q10 _ _ 1 -_ 1 I l'Yq�' 1906 NASH STREET NORTH TELE: (252) 399-0704 OVERALL GRADING PLAN FROM TO PIPE 1 INLET INLET TOTAL INLET PIPE TIME OF INTENSITY _RUNOFF RUNOFF RUNOFF I DSCHRG SLOPE I Dtheo I SIZE Vfull Ofull LENGTH SEGMENT UPPER LOWER l WILSON, N.C. 27893 - ' - = SEAL - LICENSE NO, C-1551 FAX: (252) 399-0804 �� RUN AREA AREA AREA TIME TIME CONC COEFF COEFF L_ 1 PIPE TIME INVERT INVERT = _ www.bartlett.us.com 1111 CD I (SF) (ACRES) (ACRES) (MIN) (MIN) (MIN) (IN/HR) i (CFS) I (FT/FT) F(INCHES) (FT/SEC ZOIOB 1 ) (CFS) (FT) i (MIN) DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: IN FES#4 M 4020 1 0.09 1 0.09 1 5 1 0.0 1 5.0 8.99 1 0.58 0.58 0.5 1 0.0030 7.1 1 15 1 2.0 I - .`!-,�-,:!'':,' %��B �CINEF'� �� ' SCALE: 1" = 50' DRAWN BY: LR,PH 11-140 Pricing 1 i i 3.5 1 46 1 0.3 1 38.75 39.62. PROJECT NUMBER CITY OF JACKSONVILLE ONSLOW COUNTY S. 11g plpss REVISIONS: CODE: MBAJ ihr DWG FILE: 1153SP6 NORTH CAROLINA ZONE: B-1 1 2 3 4 5 6 7 g 02.03.12 C201 RELEASE DATE SHEET - 7 7 - II r 1. THIS DRAWNG IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN Wa1IOLE OR IN PART.IT IS NOT G J (} TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 1 2 3 5 6 8 REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDTOONSWHrH ARE NOT OTHERWASE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS MICH ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS OF THIS PROJECT. "S"Ap1j \�\ REVISIONS NO. DATE DESCRIPTION 1 1-17-2012 CITY OF JACKSONVILLETRC COMMENTS SITE �� / II II •P BMP EAS MENT / \ �Y•f / \ \ , / \ \ O, IN IN VICINITY MAP - i \,- �. ;,,;,%: j;� EP=41.40 i \\ r( CAA NOT TO SCALE I II �/°2� c^ I I 1. I I � �\� ia•;%%��-. \•1. . bti `� PSG j/.:�':.�> : EP=41.54 :..j':j'.:..: \1 \� // IL// \\ \ Y � kC �i �� '� '( I /�I I I 1'O/ a - �i�i. % i o EP=41.40 �P%,•: :.:[ :-< : .,,jyl, EP 41 33 \ I Z PROPOSED LEGEND �0'� I I I I �\� - i'i/ n EP=41.40:?::' SPJLL �.:> > :� ::�::[`.:-::'.:.. \ �\ // \ � • j i_ • _ f / , 0 I I III I I I � �'?'Y•- �� , . / I .; ` � -41-- \ B L 1 B -ELEv- EXISTING CONTOUR i N I ate , \ ? I I o v o ELEV PROPOSED CONTOUR I I O I I 1 I I 1 9 � EP=41.54 .<•: .::�:�:'•EP=41.82 . ..:`::< •,,1' BC=39.20 SPOT ELEVATION I I I I I 1 �, I+" _ BC=42.40 :%.:':•..'.'.' ``: \ \ \\ PERITIA f• �' I( II I I \ o \ EP-41.61'::: \a1..'<: _ BC=42.30 ::> EP-41.89 -::�:�. ::`>:::`.:::�:�:� .� .:''::�`a=:� :t'.�.:.:�. �-/ � o SPILL CURB I I \ s :: .:•:-' .` :\' \\� 1'< ::»"%:::;• _ :::SPILL...,,. ..::.::::.•::::.. .:: \ /�� \ �11I I III I I I I \ 1. ' • � . T:'� �:'� :•.':: :::•:``: t.\.k.:::::�: :� >F_ PROPOSED CATCH BASIN 1 ...t...... t... � I III I I i I �v \ ':4?.-:EP=41.40:-:fir:::.:;:-.;:._•\..\1 . �� , \ »Sf?IL'L:>;`.H::: ;.: .:::.. .. .. ........... .. .. II I I I I NEW PROPOSED DROP INLET I I \/ t a5 ::::::::::. yl:'1.:.•:•:: SELL ':::"'•:;BC=42.93 ;>:_>;.t::...;;..: ::...:... .. \ III i I t: '/::.:<.:;:.a;CUR � / ::::: (f I '...�.�:.�.�::::::: :�: .�:�: EP=43.12 :�: � I III I ,NN 1 EP=42.11 I -:: 'sa,._;. :-::�Itlf f-:.•:..•....... ::. •:-. �� MAINTENANCE PROPOSED FES :::f 7:'j 0 I III I II . I 1 �:::F t1:1'-::.'>:'•::•.::.\: ..;•. BC=43.21 : :. EP=43.29 BUILDING - III I ' I I (.EP=41.92 ' :1;:0:�5.< .a ..�- rti<::.:..'•:•:':' ��:.� :':�:• :: �:.:::':�:. \ �,_ IIII I I EP=41.77 I I / r-�r:��-�-�:`:iy.::;�•: •:'•.•:•.c::•';.•.'�.'�:J- : -.��:�:�:�::� ::: ...... .:. �:. �:...,. 1 --- lir:SPI�k: } } .a c:' 1':•::`<•?.•i:. :.........:;;::h3:...?:;:':>:' ::`';<.«•-.:: I \ III EP=42.07 EP=41.69 ' \ ) -::F3-:,�:•::> �;;.''.:•.....: .._. .. ..-r.G.<•:r.-•..:..•:.': �- I I < c: I � . >•� , r ,�.��., :... ,. r::;:'a;.::•::.`:;:;,;.::::::: :::::.. :. : \ ,_ SCO # - 100858601A NCCS # - 1813 I , '� 1 '`,�. `' �� E 42.25:. � ';`•.;: �'.�::F:'��'•":�: EP=43.15` `: �`::\.::'.::' \ a EP=43 29 a�• \ , I_111 I:; Iv ' ,,:,;. ati - EP=42. :.1..�:�:� ::�:<�:2�''''.;�:=:�; .. .. a2• EP=43.29 \ /' CIIII N :::.::,..,....d�. .. .. [ ::':•:.<•:. 1 C A SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ,:I III a - ANALYSIS HAS BEEN PERFORMED ON THE SITE. THE CONTRACTOR II a2.o v 1 / II ` SHALL OBTAIN A COPY OF THE REPORT AND REVIEW FOR �I III l-�a�3'i� EP=4202 �•� ::<{:`-. •':�:;`•'�` .••. SPECIALIZED SITE ANALYSIS AND RECOMMENDATIONS FOR 11 4228 I I \ �' EP=42 44 CONSTRUCTION. I I I �� •" - IIII IIIII I I 1 �a'L' LEGEND INv. IIIII I I I O IRON REBAR FOUND 40.5811�II II IIII I 0 RAILROAD IRON FOUND 0 IRON PIPE FOUND A RIGHT OF WAY MONUMENT FOUND - / T F Q R II I IJ 0 COMPUTED POINT I I I I I CONSTRUCTION A REBAR SET (CONTROL POINT) I I 1\ t} EXISTING HYDRANT II I I 1 Dd EXISTING WATER VALVE / II I I o EXISTING WATER METER a� I II I I I5 ❑ EXISTING TELEPHONE PEDESTAL u I I \ ❑ EXISTING TRANSFORMERI 7{X EXISTING LIGHT POLE - -I \� \ I I II Ij \ (0) EXISTING BOLLARD I �I J II I 1 © EXISTING DECIDUOUS TREE INY. j 40C 40.l, I I II I I I D + EXISTING PINE TREE I I I EXISTING TREE LINE AT TRUNK I I I I I I \ IIIII II I I �'\ EXISTING TREE LINE (DRIP LINE) \J ! PROPOSED STOP SIGN VRS TIE ALL BEARINGS, DISTANCES, AND COORDINATES SHOWN HEREON ARE LOCALIZED (GROUND) NAD 83 (2001 ADJUSTMENT) HORIZONTAL INFORMATION (UNLESS NOTED OTHERWISE), BASED UPON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, WITH NAVD 88 ELEVATIONS. THE N.C. STATE PLANE COORDINATES FOR CONTROL POINTS 1 AND 2 SHOWN HEREON WERE ESTABLISHED UTILIZING • GLOBAL POSITIONING SYSTEMS (GPS) IN CONJUNCTION WITH THE NORTH CAROLINA GEODETIC SURVEY'S VIRTUAL REFERENCE SYSTEM ^ ^ (VRS), WHICH IS BASED UPON THE CONTINUALLY OPERATING REFERENCE STATIONS (COBS). THE VRS SURVEY TIE WAS PERFORMED ON JULY 22 2011. ALL MEASUREMENTS SHOWN HEREON ARE REPORTED IN U.S. SURVEY FEET UNLESS NOTED OTHERWISE. E E CHARLOTTE SHELBY STORM DRAIN SCHEDULE 10-YEAR STORM L � I 1230WESTMOREHEADST. 201 WASHINGTONST. �- I- - - n = 0,013 - I ---- ---- - I I q-CIA _ _ --- SUITE 400 SUITE 200 -�- --- A tc I Cc Cc Qt 0 _� CHARLOTTE,NC 28208 SHELBY,NC 28151 !_ J-......-_.__ 704/731-7000 704/406-6000 FROM TO PIPE INLET INLET TOTAL INLET PIPE TIMEOF INTENSITY RUNOFF RUNOFF DSCHRG SLOPE I Diheo SIZE \,Tull Qfull LENGTH SEGMENT UPPER LOWER RUN_ AREA AREA AREA TIME TIME CONC COEFF COEFF PIPE TIME INVERT INVERT (SF) (ACRES) (ACRES) (MIN) (MIN) (MIN) (IN/HR) (CFS) (FT/FT) !(INCHES) (INCHES) (FT/SEC) (CFS) (FT) I (MIN) DI#5 DI#4 L 18781 1 0.43 1 0.43 5 L_ 0.0 5.0 8.99 0.85 I_ 0.85 I 3.3 0.0030 14.6 15 2.9 3.5 91 0.5 36.94 36.66 RALEIGH LEXINGTON • DI#4 FES#3 K 1 22569 0.52 0.95 5 5.5 5.5 8.99 0.85 0.85 7.3 1 0.0030 19.6 24 3.9 12.4 158 0.7 1 36.66 36.18 9131 ANSON WAY 1070 SOUTH LAKE DR, FUTU_RE J! -_15915 0.37 0.37 5 0.0 _ 5.0 8.99 0.85 0.85 2.8 _ 0.0030 13.7 15 2.9 3.5 82 0.5 38.03 37.79 SUITE 204 SUITE A _FUTURE I� 14479 0.33 0.70 5 5.5 5.5 8.99 0.85 0.85 5.3 0.0030 1 17.5 18 3.3 J 5.8 100 0.5 37.79 37.49 RALEIGH, NC 27615 LEXINGTON,SC 29073 FUTURE H 25057 0.58 1.27 5 6.0 6.0 8.99 0.85 0.85 9.7 0.0030 21.9 24 3.9 12.4 167 0.7 37.49 36.99 919/573 6400 803/356-0507 -!----- DI#3 DI#2 F 17200 0.38 0.39 5 5.0 5.0 8.99 0.85 0.85 3.0 0.0030 14.1 15 2.9 3.5 102 0.6 37.29 36.99 DI#2 DI#1 E MU 0.28 1.95 5 6.7 6.7 8.99 0.85 0.85 14.9 0.0030 25.7 24 3.9 1 12.4 204 0.9 36.99 36.37 GRAPHIC SCALE DI#1 DI#1A DI8490 0.19 2.15 5 7.6 7.6 8,99 0.85 0.85 _ 16.4 0.0030 I 26.6 _ 30 4.6 1 22.5 148 0.5 36.37 35.93 so 0 25 so Ioo zoo OVERALL DI#1A 7ES#2 C 7265 617 2.31 5 8.1 8.1 8.99 0.85 � 0.85 � 17.7 I 0.0030 � 27A � 30 4.6 1 22.5 � 40 0.1 35.93 35.81 0.8 15 CB#1 FES#1 A 2827 0.06 0.33 5 5.2 5.2 8.99 0.85 I 0.85 2.5 0.0030 13.2 15 2.9 1 3.5 1 49 0.3 36.65 36 5o GRADING POND OUTLET I NA I NA I NA I NA I NA I NA I NA ! NA ! NA 1 4.0 0.0011 ! NA 1 15 1 1.7 1 2.1 1 184 1 1.8 1 36.40 36.20 ( IN FEET ) 1 inch = 50 ft. PLAN F STORM DRAIN SCHEDULE (10-YEAR STORM) I I j - ; !_ F BARTLETT -T-- j Q=cIA :_ - - ,�'�,; ENGINEERING & SURVEYING, PC -- - OVERALL GRADING PLAN _ A m I cC cC i Q10 _ 1906 NASH STREET NORTH TELE: (252) 399-0704 FROM TO PIPE INLET INLET TOTAL INLET PIPE TIME OF INTENSITYI RUNOFF: RUNOFF I DSCHRG SLOPE Dtlleo SIZE Vfuli Qfull LENGTH SEGMENT UPPER LOWER _ - WI SON. N.C. 27893 FAX: (252) 399-0804 _.I _ F - ' ---- _- - - _ AL , E N0. C-1551 ww..ba 11.LL.�S.�D� 1111 CD - _ _ _ _ RUN I_AREA AREA AREA TIME TIME CONC COEFF i COEFF ; PIPE TIME INVERT INVERT 20106 \ (SF) (ACRES) (ACRES) (MIN) (MIN) (MIN) (INMR) ! ! I (CFS) (FT/FT) (INCHES) (INCHES) (FT/SEC) (CFS) (FT) (MIN) ,� DATE: FEe. 2012 SURVEY BY: TB,CN PROJECT: PrICIIIg IN FES#4 M 4020 0.09 ( 0.09 1 5 0.0 5.0 8.99 0.58 I 0.58 i 0.5 0.0030 7.1 ! 15 1 2.9 1 3.5 46 0.3 ! 39.75 39.62 .•rr fs '.,�8 �CINF-F' 4,~,•` SCALE: t" = So' DRAwN BY: LR,PH 17-740 PROJECT NUMBER •.,FpT �c CITY OF JACKSONVILLE ONSLOW COUNTY F"\ ,, s B P„r` REVISIONS: CODE: MBAJ DWG FILE: 1153SP6 NORTH CAROUNA ZONE: B-1 1 2 3 4 5 6 7 8 02.03.12 C201 A RELEASE DATE SHEET 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT 8 TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 1 2 3 5 6 7 REQUEST. 2. MATERIALS.DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS OF THIS PROJECT. nwr 1j VNOTF•S1Ty �� /l s� TOTAL DRAINAGE AREA TO BMP=7.82 ACRES NO.REVISIONS DATE DESCRIPTION PREDEVELOPMENTC VALUE 0.46 1 1-17-2012 CITY OF JACKSONVILLE TRC COMMENTS A ��ry�}SIB �`O� // ``�� 60 POSTDEVELOPMENT C VALUE=0.74 A i�. X\ k S' 4g y p 2 33"E DRAINAGE AREA#3 a / ,• <'� \ u 4s8. =4.05 ACRES VICINITY MAP ( � / ly. �\ 6• \a �8 C=0.59 �' C� NOT TO SCALE /� 1 I \\ \ ys• \ \� \ \ — �' y Q1 OUTLET 9)4 STRUCTURE \� \ _ II B NOTE: ¢ /� �� — — , �\ \ \� ��` \ /� I� � 36� 82, B -9 � oQ� BASIN AND FOREBAY MUST \ �� /� �(9, Jq, —� I I Q v a W BE CLEANED OUT TO /CSj / '\ / _ \ k\ \ s. I \ a \ S f h �(� \ Q J PERITIA SPECIFIED ELEVATIONS AFTER \ �r\�' // \ \\ MAINTENANCE CE A : �\� UPLAND AREAS STABILIZED o/ �'�� \ \ \ � k DURING CONVERSION FROM // '/ a \ U ',\ �� yl TEMPORARY SEDIMENT BASIN. // / `� : e BMF� \ / / \ / ° EA�EMENT / / NEW :oPne / \ a MAINTENANCE � / %�' �� \ �. e�p.•°°.• `\ I 6 . // �,. / / BUILDING d - / / � d; ,, d/ d � 7.3 / SCO # 100858601A NCCS # - 1813 I \ J n V / Q d "Ic •••.PDI#5 ••::�;'. � Co / MAINTENANCE- / j \\ \ <v :TOP_41.00 \. . CL_ / /yo/ �e ^W/ L ACCESS C '•'INV=36.94 ::� '. �� m I Cv OREBAY/ / / — // x �\\\\. \�`•�•• / ;I', •',1.: ''.�ti,,• �„•.:: I x •°°° Does°a I e, +�� / hn ryg / \ PIPE K v /w / / qy / TTTT C i l \ — / r I\ \Z. 7 / f— d - / / d o� PDI 4 / / / z o- / / '.TOP 41.00 a S N OT F / F r TC' U-- - o / ,/ 2 P '.'•INV. - � 1 36.66 / •' A # / \ W 4 ,/ a - / 8• OP- / 40 80' '/ I / N 1 / a 'INV _ CON\ \ 36. 7 ST./ 2 CO NSTRUCTION P TI STO O N / / .:.(',•. . '• ' -,_'.�;`:.�'•' - rL STOP / 1r / / /r _ I I / / DI 1A I / 1 • _ I I I •TOP 4 / 1.50, , / \. I / I v- / - IN .9_ 3. / 5 // •••{,'.'•'•••,'.'••,. •,•.• ' ."is . f _ I I D / I - TOP-40.80 I � / '�: x • �`,�,' . INV-36.70 D .r/ r' / / / / / I / I / v — / \ II 1 /4b 42 UN P bd N•G N a :l',::'•,'::: I MH#4 __ — \ \�\�\ �E4 , \ \ �� :''.I::'•'.::: / I � N //,1�. / \ (• 1 �8L_PW GRAVITY SEWER $ -• / \ 45. 48 77 —41 42 CHARLOTTE SHELBY - - - - 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. l 1 d i :',' ..`:f• ::�'• : .• ,�,.. /.'.: ,'PDI#3 dO1S — a �• .:•.'.: •• _.• .'. • .. • . •' . .' .• .. 15 RCPt• / \ - - - -a1- - _ SUITE 400 SUITE 200 //� / / / ✓ �.. ` .•TOP=40.50' — °--PSI#2 —_24'R P -I' _ \ INV=37.29 PIPE F' L CHARLOTTE,NC28208 SHELBY,NC 28151 TOP=40.50 PIPE ' \ TOP=40.50 _ �— U- 15 RCP — 7041731-7000 704/406-6000 of N I RALEIGH LEXINGTON MATCHLINE 1 SHEET 202A 9131 ANSON WAY 1070 SOUTH LAKE DR. SUITE 204 SUITE A I RALEIGH, INC 27616 LEXINGTON,SC 29073 9191573-6400 803/356-0507 GRAPHIC SCALE 3O 0 15 30 60 120 STORMWATER /� I LEGEND P LAN 1 I O IRON REBAR FOUND © EXISTING DECIDUOUS TREE 0 RAILROAD IRON FOUND IN FEET (NCDENR) O IRON PIPE FOUND EXISTING PINE TREE 1 inch = 30 ft. F RIGHT OF WAY MONUMENT FOUND - - O COMPUTED POINT — — ' — EXISTING TREE LINE AT TRUNK INlpr,x' F B A R TL E TT DRAINAGE AREAS A REBAR SET (CONTROL POINT) EXISTING TREE LINE (DRIP LINE) - % ROB J�"4,� - - - - -- - �E55/o ENGINEERING & SURVEYING PC ,l EXISTING HYDRANT - - ' _ STORMWATER PLAN 1 EXISTING WATER VALVE STORMWATER PLAN 1. o EXISTING WATER METER Q� �� 'Tr-. 1906 WASH STREET NORTH �AX: (252) 399-0804 O EXISTING TELEPHONE PEDESTAL - F-/ YnLSON, N.C. 27893 0 EXISTING TRANSFORMER PERMITTED BY NCDENR - SEAL LICENSE N0. C-1551 www.bortlett.us.com (NCDENR) 1111 CD 20106 ,,! DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: Pricing EXISTING LIGHT POLE ;1�',✓:?1b y'�'��" I��B ,4101 -F'� ��~:� SCALE: i" = 30' DRAWN BY: LR,PH 1 1-1 ao PROJECT NUMBER (0) EXISTING BOLLARD PROPOSED STOP SIGN s.. a '� rrS 1100�``` REVISIONS: CODE: MBAJ CITY OF JACKSONVILLE ONSLOW COUNTY DWG FILE: 1153SP6 NORTH CAROUNA ZONE: B-1 I 1 2 3 4 5 6 7 8 02.03.12 C202 RELEASE DATE SHEET j n - 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT 3 4 5 6 7 O TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON (J REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER - DRAWINGS OF THIS PROJECT. REVISIONS NO. DATE DESCRIPTION 1 1-17-2012 CITY OF JACKSONVILLE TRC COMMENTS A A MATCHLINE 1 SHEET 202 71( � "� �� J I I t — C I _ 36" RCP / '. �4% _--- —_-- _—_—,F—=__ ` — _3�= I 36"RCP _ I —� ___=- - ==1 � - - = = _ _ � — = =�N✓C_2� _ _ ___ � 24'RCPI /mil= ` =J - - - - \� ._ - - - - --___ - - - - - - _ __ — _ � _- - - _ - - — — — — — — — � �� - - - -- - -� - - tj-7 Ib 5" IC] C) I� -- 5"t j ,I o \\ \ I m �- \a5 1 J7 — — -42-- � -0, \ _ .� r42 UI \'/ I� ♦.. 4'Az • — — — — — —/ oo 0 .42 001 DRAINAGE AREA#2 I It If/ ( � ; I I ' j� j bZ /i =1 .35 ACRES g N • 41_ C= 0.90 I I I , �^ / ` I I 11 B � Q,0 EXISTING DRAINAGE AREA#1 PERITIA''t' (� i t Ig N t I /� 1 /=2.41 ACRES �'ITy GO _NEI � / C=0.90 \\ ---► sq Sat \ NEW 4 _ _ // , _ - � ' ► ( I I I I i MAINTENANCE 1 III i I I \ BUILDING 1 y 1\ \ \ U t 1 SCO #- 100858601A NCCS # - 1813 Tl NOT FOR _42- \ 42 -42 CONSTRUCTION E7I� I I I — — — STOP \ l t D FUTURE 1.3 ACRE IMPERVIOUS AREA (INCLUDED IN STORMWATER POND CALCULATIONS) C � E E CHARLOTTE SHELBY 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. SUITE 400 SUITE 200 CHARLOTTE,NC 28208 SHELBY,NC 28151 7041731-7000 704/406-6000 RALEIGH LEXINGTON 9131 ANSON WAY 1070 SOUTH LAKE DR. SUITE204 SUITE RALEIGH, INC 27615 LEXINGTON,SC 29073 919/573-6400 803/356.0507 GRAPHIC SCALE 30 0 15 30 BD 120 STORMWATER LEGEND 0 IRON REBAR FOUND © EXISTING DECIDUOUS TREE LAN1 0 RAILROAD IRON FOUND O IRON PIPE FOUND _� EXISTING PINE TREE IN FEET (NCDENR) F A RIGHT OF WAY MONUMENT FOUND 1 inch = 30 ft. BARTLETT F 11 0 COMPUTED POINT — EXISTING TREE LINE AT TRUNK E DRAINAGE AREAS (> REBAR SET (CONTROL POINT) EXISTING TREE LINE (DRIP LINE) A/� ENGINEERING & SURVEYING, PC STORMWATER PLAN 1 - � EXISTING HYDRANT �/ ``` OC/,''''� fl C ) EXISTING WATER VALVE STORMWATER PLAN 1 �IQA, `9 is 1906 NASH STREET NORTH o EXISTING WATER METER 1../ TELE: i\- WILSON, N.C. 27893 (252) 399-0804 FAX: (252) 399-0804 1111 CD - (] EXISTING TELEPHONE PEDESTAL _ SEAL_ / _ LICENSE N0. C-1551% www.bartiett.us.com EXISTING TRANSFORMER PERMITTED BY NCDENR = 20106 (NCDENR) 7k EXISTING LIGHT POLE DATE: FEB. 2012 SURVEY 8Y: TB,CN PROJECT: PrICIr1 .;P (0) EXISTING BOLLARD +��.-, ;1F w; '.�BF% G. 8 "o SCALE: 1" = 30' DRAWN BY: LRRH 11-140 PROJECT NUMBER S. BPR .`` CITY OF JACKSONVILLE ONSLOW COUNTY I1I1111111, REVISIONS: CODE: MBAJ DWG FILE: 1153SP6 NORTH CAROLINA ZONE: B-1 1 2 3 4 5 6 7 8 02.03.12 C202A RELEASE DATE SHEET r 1. THIS DRAWING IS THE PROPERTY OF MSAJ ARCHRECTUREAND IS NOT TO BE REPRODUCTED OR COPIED IN VAHOLE OR IN PART.IT IS NOT 2 3 4 5 6 7 Q TO BE USED ON ANY OTHER PROJECT AND ISTO BE RETURNED ON 8 REQUEST. 2 MATERIALS,DIMENSIONS AND ALL OTHER CONDRIONSW'HIGH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARYINDICATEDCONDRIONSWMICH ARE MORE FULLY DEFINED ELSEWHERE ONTHIS PROJECTOR OTHER DRAWINGS OF THIS PROJECT. DOT STANDARD �� '� / o �� '�I FRAME & GRATE 840.16 REVISIONS °.. . °\__ _ , _ - �' (TOP ELEV= 39.75') NO. DATE DESCRIPTION 2 \ •�,.•OO e° I � f ' 1 1-17-2D12 CITY OF JACKSONVILLETRC COMMENTS A , J o \ �� °ease"::. \�, I / . / :e .e ..r. °dove < 39�Q A / - :: `, .°°"visa.°:°°° l I o: / a� 1 � s I I i I y 2x1 ORIFICE OPENING // ti 1e: °:."::e: eea.:.:::e / INVERT ELEV= 37.5 o \� �E,f� ""^\ °i•:e�'°:..;::•.:o•°e:^�-�=� Tom~ � �E-LOby I FOREBAY \ TA D OUTLET �E STRUCTURES 10 2: 1 \ e /YI ZCY\ � 35. ;4. �l K a I ' 15" RCP 5� 1►\ S�IDESLOPES \ as.1 :e , - 1\�\ J 33. >-0.51 / I I V A rN SIDESLOPES i y --/ / �: DOT STANDARD � z B 1 \ r I /� \ kk CXk� x � �:� CONCRETE DROP 12 cF*� e 1 e o I / s ,� \ // i I \ / .\ k I/ B :%' � IN ET 840.14 / °o � 11- ` . _ _ _.._.. --- �- / \ _.. 8.0' INV. OUT �^ r1,. / \ - - / VEGETATED SHELF = v Eelnp oa P SIDESLOPES \ \ -� a y3. 36.40' . Oyy 10: 1 SIDESLOPES j T G 34 5• 6, oil Ix 6" PVC CAP WITH 2.5"0 NITy /Z ORIFICE HOLE DRILLED „ _ ` x y� 6 PVC STUBBED INTO BOX XX�\ X �uX�"` �'�r .'"J�A� 135.4: ,c ' k 1 - (INVERT ELEV= 36.5') NEW / "� " �'` \ \ k 1 MAINTENANCE BUILDING SCO # - 100858601A NCCS # - 1813 GRAPHIC SCALE C30 0 15 30 60 120 C NOTE: ( IN FEET ) BASIN AND FOREBAY MUST 1 inch = 30 ft. BE CLEANED OUT TO SPECIFIED ELEVATIONS AFTER 50 50 UPLAND AREAS STABILIZED DURING CONVERSION FROM OUTLET STRUCTURE -OVERFLOW WEIR TEMPORARY SEDIMENT BASIN. 45 PLEV- 3.7 NOT FOR -_ FflA D k G ATE 6{0.16 IWLOUL-_ AW- OP ELEV- 19J6) ao - VO ' = 5' - - 40 OUTLET STRUCTURE (DENR) -BOUYANCY CALCULATION P,P�.3 :. CONSTRUCTION - _ _„-„-, ........... -..-..-..-. -..-..- ...... _..-..-..- ._TEGL'RAR'r=PM11..(ECEY�JL5' - _- ,-, - _ - - - - _ _ - _ - 10' PERIMETER SHELF RISER BOX LESS _ ANTI-FLOTATION GROUT TOTAL ._ - .. .. PERMbN4T PO ECEv-T6- ___ ` �- 1oa SIDE6LOPEs LENGTH WIDTH THICKNS DEPTH OPENING WEIGHT DISPLACD LENGTH WIDTH THICKNS PROP.Wr *REQ.WT. \ \ 35 5 �L_FOfl�EBA�Y BE�Ru�'� PDxO BDTT 2�s Fo6Eenr /- f INCH FT SQ.FT LBS H2O LBS FT FT (ELEV-.3/ 36 24 6 7.3 C LBS LBS 2 �. , 2 REQUIRED WEIGHTMUSTBE 110%OFTHEWEIGHTOF DISPLACED WATER 30 3 I INO H 7320.00 6836.54 y� 30 D 25 r- D _ TOP ELEV 41.2' TOP ELEV 41.2' 20 20 1 .0' + FREEBOARD 3 OR Io o a In In un In In In In In N In In In In 3 1 n N O N O O O O O O O O O O O O O r0 M to n n ro n n 10 r'1 n n n n r7 n M to rl SPILLWAY ELEV 40.0' 0+20 0+40 0+60 0+80 1+00 1t20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 I - 10.0' 'l DETENTION POND CROSS-SECTION Horizontal Scale 1: 30 EMERGENCY SPILLWAY X-SECTION Vertical Scale 1: 3 No ScaleC STORMWATER DETENTION POND SUMMARY TOP ELEV 41 .2' PRINCIPAL SPILLWAY PRELIMINARY POND FREEBOARD DESIGN DATA I USE ONLY APPROVED WATERTIGHT ASSEMBLIES FOR ALL PIPE CONNECTIONS. -----_..-- _-- -_ _. 1.0' POND RESIDENTIAL I + 10' PERIMETER SHELF PLACE BARREL AND RISER ON FIRM, EVEN FOUNDATION. INSTALL ANTI-SEEP DRAINAGE AREA (ACRES) 7.82 3 - - -- 1 - ---" -------- "- COLLAR(S) SLIGHTLY DOWNSTREAM OF DAM CENTERLINE (MINIMUM PROJECTION _ - I is Fr.). IMPERVIOUS AREA 5.71 -� - - --"- - 1 E MAXIMPERVIOUSAREA 73% ELEV=37.5' PLACE MOIST, CLAYEY, WORKABLE SOIL AROUND PIPE AND ANTI-SEEP CHARLOTTE SHELBY COLLARS. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR SILT. 1230 WEST MOREHEAD$T. 201 WASHINGTON ST. AVG. POOL DEPTH (FEET) _ - 3.5 ELEV=36.5' COMPACT 4-INCH LAYERS OF SOIL, BY HAND, UNDER AND AROUND PIPE AND SUITE 400 SUITE SH -----"'-"-"--"--"--'"'--" - - - ' PERMANENT POOL 36.5 COLLARS TO AT LEAST THE DENSITY OF FOUNDATION SOIL. AVOID RAISING TSS REMOVAL 90/o PIPE FROM FIRM CONTACT WITH FOUNDATION WHILE COMPACTING MATERIAL CHARLOTTE,NC 28208 SHELBY,NC 28151 0 7041731-7000 704/406.6000 SA/DA RATIOIt�75% imp area � 7.5 (From NCDWQ Stormwater BMP Chart) I _-__-_--_-_ � O 3 � COVDER PIPE TO HAUNCHES. DEPTH OF 2 FT. MINIMUM OF HAND-COMPACTED BACKFILL SURFACE AREA REQUIRED (SF) 25,548 _ _ SURFACE AREA PROPOSED (SF) 27,670 BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. DRAWDOWN ORIFICE SIZE (INCHES) 2.5 POND BOTTOM @ ELEV. 31.5' INSTALL TRASH GUARD WITH BARS SPACED 2-3 INCHES APART. RALEIGH LEXINGTON 9131 ANSON WAY 1070 SOUTH LAKE DR. TEMP. POOL VOLUME PROVIDED 31,736 DRIVING HEAD(FT) --... 0.41 --- --- - L SUITE 204 SUITE A EMERGENCYSPILLWAY EIR RALEIGH,NC27s15 LEXINGTON,SC29073 DISCHARGE (CFS) 0.105 /t�� DRAWDOWN TIME (DAYS) 3.50 �- (WEIR) 919/573.6400 803/356-0507 OPTION/K2d°v = (0.25*(1+Abot_sMelt/Apem�ool))+(((Abot_°Nelt+Abot�0nd�2)*Depth/Abot_eneu) POND BOTTOM WITH 1 .0' SEDIMENT CLEANOUT ELEV. 30.5' I I I MAX.FLOW REQ'D. WEIR PROP.WEIR PROP.FLOW I FLOW 1 FLOW BASIN 1 4-100 Ow DEPTH LENGTH LENGTH DEPm SIDE'SLOPES AREA VELOCITY Permanent Pool Elevation 1.50 CFS FT FT Fr FT FT/FT SQ.FT. FPS Pond Bottom Elevation----- --- - 31.50 I -- -- � STORMWATER --n�- ------- POND 1 2.58 1 3.00 1 0.20 I 9.62 I 10.00 1 0.19 1 3:1 2.062 1.25 DETAILS Depth (Bottom ofVeg_ Shelf to Pond Bottom) 4.2 Ele--36. m bottom shelf to bottom pond) I WET DETENTION POND X-SECTION 1 1 Abot shelf 23652 EIev=36.0 I E FROM POND PACK CALCULATIONS Aperm_pool 27670 Ele%=36.5 No Scale F Abot-Prood Sags j (NCDENR) day 1 _- 3.52 I F ``L LL ,]7��, DESIGNED TO CAPTURE E 1 .5" RUN-OFF B A R TL E TT WQV ENGINEERING & SURVEYING, PC STORMWATER ----- - -- _ yq� WILS N. N.C.STREET NORTH TAX: (252) 399-0804 DETAILS (NCDENR) 1111 CD UCENS, N. -155 FAX: (252) 399-0804 STORMWATER DETAILS - - ATENSE N0. C-1551 www,bartlett.us.com _ _ D.A. BUILT UPON BUA./ Rv STORAGE__ BMP DRAINAGE AREA (BUA) D.A. REQUIRED r = 20106 - ---------- - --- ---- • r 2 DATE: FEB. 2012 SURVEY 9Y: TB,CN PROJECT: AREA AREA (SF) (SF) -T_ (CF) DEN110NBASIN PERMITTED BY NCDENR ��° `��'"�� `~' °?013i $', ."' B SCALE: AS SHOWN DRAWN BY: LR,PH 11-140 PROJECT NUMBER PI'ICIIIg 1 340,640 1 248,902 1 0.73 1 0.71 I 30130 F F \ CITY OF JACKSONVILLE ONSLOW COUNTY '*�� S I B PRE I`�� REVISIONS: CODE: MBAJ DWG FILE: 11535P6 NORTH CAROUNA ZONE: B-1 1 2 3 4 5 6 7 8 02.03.12 C203 RELEASE DATE SHEET : 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN VMOLEOR IN PART.IT IS NOT 7 8 TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 3 4 5 6 REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDRIONSNMICH ARE NOT OTHERWISE DEFINED ON THIS DRAIWG SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS OF THIS PROJECT. REVISIONS NO. DATE DESCRIPTION 40' 1 1-17-2012 CITY OF JACKSONVILLETRC COMMENTS VEGETATIVE SHELF (AREA=7055 SF)A MINIMUM PLANTING 50 PLANTS PER 200 SF A OIL MINIMUM PLANTING OF 1764 PLANTS (882 SHALLOW LAND HERBACEOUS PLANTS GB (27) AND 882 SHALLOW WATER EMERGENT PLANTS) SM (26) h>��°C* (MINIMUM 3 DIFFERENT SPECIES PER GROUP) CF (29) `r SM (18) PW (23) GB (25) ;•;• SM (26) ®® vv' vvYY cvJ 4 tiL PW (26) CF (19) �y� l�aG �� ,«i.' 50 60 v „or . « < , ;•, v o,. 11 50 vv. • a: gY4vvY ' , vv FOREBAY 52 y ;; ;,o' GB (25) vvv�vv yuv PW (36) CF (28) SHALLOW LAND �� < 50 y°v dye C �+« Y 54 PW Sm (35) CF (34) m��s� 50 CF (19) V kc I bYm Y YYvt YYd yaSVYY © ® B ° . • ) v1 � o 52 ".r a SM (35) • � _ -` PERITIA � SHALLOW WATER AREAS 52 • - �� 55 °a �m GB (23) 50 S urrYYY 4< 55 j4e�® I Y�I NEW 50 ®oo©m ©o•© PW (23) m�'�` CF (29) GB 22 MAINTENANCE ® ®mo ®m ( ) ®�� + ;: vv 50 Y vY ®��o� SM (26) SM (17) ° h v�4v�4v` 50 °vvvv. Y GB (21) CF (17) vvv`o PW (25) BUILDING 50 `'`f```•«•`♦`♦`+`'`•vV' vY -4�• �(p® ®� CF (25) f f ! + o•`o° Ywva•vv SM 22 SCO #- 100858801A NCCS #- 1813 vuvuvu ® t¢fD,S�m a'L;�i'i`��iC , u• evJo - ( ) PI vr,uur. PW (19) C PIN (21) GB (19) SM (25) CF (16) GB 19) SHALLOW LAND C VEGETATIVE SHELF PLANTING PLAN Horizontal Scale 1: 20 NOT FOR CONSTRUCTION D D CONSTRUCTION NOTES PERIMETER SHELF PLANT LEGEND STORM WATER POND SEEDING SCHEDULE 1. CONSTRUCTION SEQUENCING SHOULD BE CAREFULLY PLANNED TO STORMINATER POND BANKS - ALLOW PLANTINGS TO BE INSTALLED AND THE WETLANDS/POND SYMBOL PLANT NAME QTY SPACING REQUIRED SIZE SEEDING MIXTURE SPECIES RATYLB/ACREISEEDING DATES BROUGHT ONLINE WITHIN 14 DAYS AFTER THE COMPLETION OF SEEDBED GRADING ACTIVITIES. PREPARATION- - BERMUDAGRASS 80 4/15-8/15 RED TOP (AGROTIS ALBA) 25 4/15-9/30 2.PLANTINGS SHOULD BE WATERED PER NURSERY SPECIFICATIONS CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER m «� SCIRPUS CYPERINUS (WOOL GRASS) (OBL) 207 z' GRID PLUG UNTIL THE WETLAND/POND STRUCTURE IS INUNDATED WITH ADVERSE SOIL CONDITIONS, IF AVAILABLE. WATER. RIP ENTIRE AREA 6" DEEP. 111 666..��666 3.SHOULD PLANTING BE DELAYED, A TEMPORARY WETLAND SEED REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS PONTEDERIA CORDATA (PICKERELWEED) (OBL) 207 2' GRID PLUG MIX MAY BE PLANTED TO STABALIZE ALL DISTURBED SOILS. LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. ® NOTE: TOPSOIL STRIPPED FROM SITE TO BE PLACED BACK ONTO VEGETATIVE 4. IF THE STRUCTURE IS BROUGHT ONLINE PRIOR TO PLANTING, A ACORUS SUBCORDATUM (SWEETFLAG (OBL) 162 2' GRID PLUG SHELF (PLANTING SHELF) PRIOR TO SEEDING. IF PLANTINGS DO NOT TAKE APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX E ) PORTABLE PUMP SHOULD BE USED TO PUMP WATER DOWN 3 ON INITIAL PLANTING, CONTRACTOR RESPONSIBLE FOR RE-PLANTING WITHIN WITH SOIL. ONE YEAR OF INITAL PLANTING. DAYS PRIOR TO PLANT DELIVERY/INSTALLATION.® CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLY UNIFORM E SAGITTARIA LATIFOLIA (DUCK POTATO) (OBL) 154 2' GRID PLUG 5. INLET AND OUTLET DEVICES SHOULD BE PROTECTED FROM SCOUR CHARLOTTE SHELBY THAT MAY OCCUR DURING HEAVY RAIN EVENTS. SEEDBED IS PREPARED .4' TO 6 ' DEEP. SPREAD SEED ON FRESHLY PREPARED SEEDBED AND COVER LIGHTLY SUIT1230 WESTMOREHEADST. 201 SUITE2 HINGTONST. IRIS VERISCOLOR (BLUE FLAG IRIS) (FACW+) tsz 2' GRID PLUG 6. THE WETLAND/POND SHOULD BE STAKED ACCORDINGLY TO SUITE 400 SUITE 200 ALLOW FOR PROPER GRADES AS SHOWN ON THE PLAN. WITH SEEDING EQUIPMENT OR CULTIPACKER AFTER SEEDING. CHARLOTTE,NC28208 SHELBY,NC 28151 1. A LISTING OF NORTH CAROLINA WETLAND PLANT SUPPLIERS CAN 7. THE OPTIMAL PLANTING PERIOD IS FROM EARLY APRIL THROUGH MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 704/731-7000 704/406-6000 BE FOUND ONLINE AT MID JUNE. PLANTINGS MAY ALSO BE INSTALLED IN EARLY FALL http: //h2o.enr.state.nc.us/ncwetlands/planters.pdf DEPENDING ON THE VARIETY. PW EUPATORIADELPHUS (JOE PYE WEED) (FAC+) 250 AS SHOWN QUART CONTAINER 2. AT THE END OF THE FIRST YEAR AND AGAIN AFTER THE SECOND LEXINGTON GB O LOBELIA SIPHILITICA (GREAT BLUE LOBEUA) (OBL) 196 AS SHOWN QUART CONTAINER YEAR OF OPERATION, ANY PLANTS THAT DO NOT SURVIVE MUST RALEIGH 1070S 9131 ANSON WAY 1070 SOUTH LAKE DR. SM ASCELEPIA INCARNATE SWAMP MILKWEED (OBL) 220 AS SHOWN QUART CONTAINER BE REPLACED WITH A SIMILAR VARIETY AND PLACEMENT. SUITE SUITEA ( ) ( 3.PLANTINGS ARE TO BE INSTALLED IN ACCORDANCE WITH THE RALEIGH,INC 27615 LEXINGTON,SC 29073 CF O LOBELIA CARDINALIS (CARDINAL FLOWER) (FACW+) 216 AS SHOWN QUART CONTAINER DETAILS SHOWN. 919/573.6400 803/356-0507 4. NO FERTILIZATION IS TO BE USED AFTER THE INITIAL PLANTING. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING SOIL CHARATERISTICS AND NEEDED FERTILIZER APPLICATION. (STORMWATER WETLAND PLANT INFORMATION OBTAINED FROM MELLOW MARSH FARM, SILER CITY, NC. CONTACT (919)-742-1200) STORMWATER DETAILS (NCDENR) F F B A R TL.E TT STORMWATER ENGINEERING & SURVEYING, PC STORMWATER DETAILS SEA y9� WILS WASH STREET NORTH TAX: (252) 399-0704 DETAILS (NCDENR) 1111 CD UCENS, N.C. —155 FAX: (252) 399-0804 LICENSE NO. C-1551 www.bartlett.us.cm 20106\i - DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: Pricing PERMITTED BY NCDENR F + � �G/NFF� ~~�` SCALE: AS SHOWN DRAWN BY: LR,PH 11-140 PROJECT NUMBER 'r, . . y. S. ` REVISIONS: CODE: M-1 CITY OF JACKSONVILLE ONSLOW COUNTY ,,,11111I111I DWG FILE: 1153SP6 NORTH CAROUNA ZONE: B-1 1 2 3 4 5 6 7 g 02.03.12 C203A RELEASE DATE SHEET `__- _ _.. _ __ __ . _ - Imo•. .-.-. -+ 'TT�• 1 ` f , I ( 1 1 1 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLEOR IN PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 2 3 4 5 6 REQUEST. 1 I 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONSVMICH ARE NOT OTHERVASE DEFINED ON THIS DRAVANG SHALL BE CONSTRUED AS ' \ \ I \ HAVING THE SAME MEANING AS SIMILARY INDICATED CONDRIONSVMICH 1 N W Sd d W 8 I 1 I // I 0 ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER ' I \ \\ `r �� `\ 4 DRAWINGSOFTHIS PROJECT. iPp Lp TOP ELEV 41 .0' TOP ELEV 41 .0' + FREEBOARD 3 'i j, , , 41.0 1 200.2' i /_� X \X c� REVISIONS 3 4vO l '+ / / l I / 1 I : 1 SID \ \ \ NO. DATE DESCRIPTION / / x ' 1 1.17-2012 CITY OF JACKSONVILLETRC COMMENTS 1 SPILLWAY ELEV 39.5' ,9.0 3:1 SID3.4' i 106.7� \ \ 4g0 / /4 A \ 4i•� 18 p' I 6• 37• 2�\� \ \ VEGETATED SHELF 10:1 SIDESLOPES f" 36... 1 t 37. 36. 1 34. -- \ \ 36.0 36,0 It 34.0 EMERGENCY SPILLWAY X-SECTION q LSIDESLOPES I FOREBAY - 1 `1�� Irri No Scale 41.0 n - 33.0- 34. / I ` - - - - - - -0 'n t'l PRINCIPAL SPILLWAY / USE ONLY APPROVED WATERTIGHT ASSEMBLIES FOR ALL PIPE CONNECTIONS. 39• I ' I \ PLACE BARREL AND RISER ON FIRM, EVEN FOUNDATION. INSTALL ANTI-SEEP COLLAR(S) SLIGHTLY DOWNSTREAM OF DAM 41•° _-45 _ - f+l -- _ "I C CENTERLINE (MINIMUM PROJECTION 1.5 FT.). PLACE MOIST, CLAYEY, WORKABLE SOIL AROUND PIPE AND ANTI-SEEP COLLARS. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, 0- GRAVEL, OR SILT. COMPACT 4-INCH LAYERS OF SOIL, BY HAND, UNDER AND AROUND PIPE AND COLLARS TO AT LEAST THE PERMANENT POOL _ _ _ \ I\ \ \ �I / �� ry DENSITY OF FOUNDATION SOIL. AVOID RAISING PIPE FROM FIRM CONTACT WITH FOUNDATION WHILE COMPACTING MATERIAL UNDER _40- `'�. -' I l O� PIPE HAUNCHES. ELEVATION=38.5' _ _ - - _ - _ COVER PIPE TO A DEPTH OF 2 FT. MINIMUM OF HAND-COMPACTED BACKFILL BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. fT1 I ` 1 \ / / / / kC � O N 'S INSTALL TRASH GUARD WITH BARS SPACED 2-3 INCHES APART. ^• I'---80.9 Lij _ vj v B 2:1 � III�II � I U� Y� \ � / / �'�� B of EMERGENCY SPILLWAY (WEIR) I I SIDESLOPF* ES I m 2: 1 - - - - - __- -_- I I I Q / r! I 1 ICI'' N I 'II I I = SIDESLOPES =-_- - - - II OUTLET / / �f vERmA MAX.FLOW REQ'DWFJR PROP.WEIR PROP.FLOW FLOW 1 FLOW_ I � 'I I I I I I I I I I IIL= - ,STRUCTURE ' S BASIN i n-100 Om DEPTH LENGTH LENGTH DEPTH SIDE SLOPE AREA VELOCITY I I I _-= I \ v1r cFs I Fr FT FT (- Fr - FnFr sn.Ft I FPS 55• / I I II FOREBAY II I I IL -- -32- - - POND 1 15.84 1 3.00 1 0.50 I 14.93 16.00 0.478 3:1 8.325 1.90 / I 11/ I I I I I !'Q-100 VALUE FROM PONDII I IjI.I_ J I I 37• 38 I J / - _ 1I _ �I I I 36. o �RF� _az / / NEW �8. - 3:1 SIDESLOPOES " - O!y / 30 94.9 MAINTENANCE ` - MAINTENANCE \ o\ G BUILDING / \ \ ACCESS / x_u, TOP ELEV 41 .0' 40 �/ �� AREA/GATE �\ \� _ 42 \ SCO # - 100858601A NCCS # - 1813 - --� + FREEBOARD 10' PERIMETER SHELF 3 \ C 1 C ELEV=39.0' ELEV=38.0' 1 - - - - PERMANENT POOL 38.5' GRAPHIC SCALE NOTE: BASIN AND FOREBAY MUST 10 z0 0 10 20 40 80 3 BE CLEANED OUT TO SPECIFIED ELEVATIONS AFTER POND BOTTOM @ ELEV. 32.0' ( IN FEET ) UPLAND AREAS STABILIZED --' ---'--'-- --'--'-- i inch = zo ft. DURING CONVERSION FROM NOT FOR -' TEMPORARY SEDIMENT BASIN. 0 POND BOTTOM WITH 1 .0' SEDIMENT CLEANOUT @ ELEV. 31 ,0' CONSTRUCTION WET DETENTION POND X-SECTION 70 70 No Scale D 60 60 D XISTING GROUND MODIFIED EXISTING 50 9UiLET 6-UGTIJRE 50 SEE DETAI S *RAISE TOP OF EXISTING OUTLET STRUCTURE FROM REPLACE 1 " PVC WITH - SWALE#3 EXISTING POND 3 - 10 PERIMETER SHELF 9.0' TO 39.25'. 4" PVC STUBBED INTO BOX (INVERT ELEV= 38.5' 40 Tt .PORARY POOL E......_... .-..-..-..- .-_.-,.-..- . - - - - - - - 40 . -' - _ -' -. -..- _-..-. -. -. - _ .-. -. - -. I -"-_.-..- - _ .. EXiSTING•15 •CM FOREBAY � FOREBAY BOTTOM ELEV 34 0 2.0"0 ORIFICE \\\\ \\ \\ \\ \ " \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - ' //// // //// / / ' '/ ''/ / '/ °i / /i / 7.' .,/ '• /'/ /i / '/ / "/� i�i /�,i � a POND BOTTOM (ELEV 32.0•) , l 30 %//\//\/%//%/\ %/\//\//\�j/\i // /j\//j//\// \//\�//�//\//j//./\//\//\//j//j/ //�/�%\//\//� \//\i i/' /1i i -i i i I .: •`: i i, ii i C i�fl � E I E / 201 20 CHARLOTTE SHELBY / 12. o+oo o+zo o+ao o+fiD 0+e0 1+00 1+20 1+40 1+60 1+e0, 2+00 2+20 z+ao 2+60 z+eo s+oo 3+20 3+40 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. INV. 0 U T 2.O' X 2.O' SUITE 400 SUITE , CHARLOTTE,NC 28208 SHELBY NC 28151 704/731-7000 704/406-6000 =38.50' EXISTING OUTLET STRUCTURE 4" PVC CAP WITH 2.0"0 DETENTION POND CROSS-SECTION RALEIGH LEXINGTON ORIFICE HOLE DRILLED Horizontal Scale 1: 20 9131ANSONWAY 1070 SOUTH LAKE DR. Vertical Scale 1: 2 SUITE204 SUITE RALEIGH,NC 27615 LEXINGTON,SC 29073 919/573-6400 803/356-0507 OUTLET STRUCTURE STORMWATER DETAILS . (JACKSONVILLE) F JACKSONVILLE --T F OUTLET STRUCTURE - BOUYANCY CALCULATION--= i B A R TLE TT STORMWATER PLAN 2 IRLENGTH BOX_(Precast WIDTH Concrete) THICKNS DEPTH WEIGHT DISPLACD� LENGTH OVNDTH GTHICKNS I_PROP Wit �� 0 /ay��v�''� ENGINEERING & SURVEYING, PC STORMWATER PLAN 2 Q 5 . WILS N, N.C.STREET NORTH TELE: (252) 399-0704 DETAILS 1111 CD INCH INCH INCH FT LBS H2O LBS 1 FT 0 1 INCH , LBS PERMITTED BY CITY OF LICENN, N. 27893 FAX: (252) 399-0804 SE = LICENSE NO. C-155 www.bcrtlett.us.com 24 24 6 1 3.26 1 1 3120.00 1 2392.42 I_ 0 L__- 0I .__0__-.- 3120_00 = 20106 \ 1 - - - _ (JACKSONVILLE) Pricing ,t�. DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: JACKSONVILLE NC �CIN6� ��`` SCALE: AS SHOWN DRAWN BY: LR,PH 11-140 CITY OF JACKSONVILLE ONSLOW COUNTY PROJECT NUMBER "' vi'. ' �pT RZ ac 7 � f l % 00% REVISIONS: CODE: MBAJ DWG FILE: 11535P6 NORTH CAROUNA ZONE: B-1 ' 1 2 3 4 5 6 7 8 02.03.12 C204 RELEASE DATE SHEET 7. r - - - I 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN VMOLE OR IN PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 1 2 3 4 5 6 7 8 REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONOITIONSV"CH ARE NOT OTHFRIMSE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS MICH ARE MORE FULLY DEFINED ELSEIAH ERE ON THIS PROJECT OR OTHER DRAVdNGS OF THIS PROJECT. low \ STORM WATER POND SEEDING SCHEDULE REVISIONS STORMWATER POND BANKS \ SEEDING MIXTURE SPECIES RATE(LB/ACRE)SEEDING DATES No. DATE DESCRIPTION /\ CMP75 BERMUDAGRASS 80 4/15-8/15 1 1-17-2012 CITY OF JACKSONVILLETRC COMMENTS A INV:39.32 RED TOP (AGROTIS ALBA) 25 4/15-9/30 A NOTE: TOPSOIL STRIPPED FROM SITE TO BE PLACED BACK ONTO VEGETATIVE \ R O �� \ SHELF (PLANTING SHELF) PRIOR TO SEEDING. IF PLANTINGS DO NOT TAKE ON INITIAL PLANTING, CONTRACTOR RESPONSIBLE FOR RE-PLANTING WITHIN ,\ lowR ONE YEAR OF INITIAL PLANTING. \ti p 1. A LISTING OF NORTH CAROLINA WETLAND PLANT SUPPLIERS CAN \ \ \ \ / & \ \ a BE FOUND ONLINE AT \\ \ http: //h2o.enr.state.nc.us/ncwetlands/planters.pdf 2. AT THE END OF THE FIRST YEAR AND AGAIN AFTER THE SECOND \ 1 INV- YEAR OF OPERATION, ANY PLANTS THAT DO NOT SURVIVE MUST ; 39.17 �/ 0 BE REPLACED WITH A SIMILAR VARIETY AND PLACEMENT. 00r3.PLANTINGS ARE TO BE INSTALLED IN ACCORDANCE WITH THE ® P INV. /' // DETAILS SHOWN. \� 39.04% i \I 4.NO FERTILIZATION IS TO BE USED AFTER THE INITIAL PLANTING. C \ THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING SOIL CHARATERISTICS AND NEEDED FERTILIZER APPLICATION. \ EX. 15 \\\\\` •I \ CUP \ \ �� EX. 2" w � / CONSTRUCTION NOTES \ INV:39.14 • \ \I TRENCH \ I DRAIN I / / i U1 � \� 1. CONSTRUCTION SEQUENCING SHOULD BE CAREFULLY PLANNED TO i ALLOW PLANTINGS TO BE INSTALLED AND THE WETLANDS • • B \\\ \\ BROUGHT ONLINE WITHIN 14 DAYS AFTER THE COMPLETION OF o \ , \ `\� / / ' / GRADING ACTIVITIES. B l�J V/ \\\ \ 1� �\ I DRAINAGE AREA / I- _ 2. PLANTINGS SHOULD BE WATERED PER NURSERY SPECIFICATIONS v oa C� 5 .46 \ \� \\\U\ { \ ` 3 5=1557 ACRES / Q N , a � � / UNTIL THE WETLAND STRUCTURE IS INUNDATED WITH WATER. � • � 'r: �� \ � � � \ / / I/ II \ BMP EAS MENT 3. SHOULD PLANTING BE DELAYED, A TEMPORARY WETLAND SEED PER1 IA \\ \ \ \\ t MIX MAY BE PLANTED TO STABALIZE ALL DISTURBED SOILS. yy \\� \ \ ;\ �� e„\\ �f // 1 4. iF THE STRUCTURE IS BROUGHT ONLINE PRIOR TO PLANTING, A \\ \ \ �\ \\ \\ \ �� PORTABLE PUMP SHOULD BE USED TO PUMP WATER DOWN 3 DAYS PRIOR TO PLANT DELIVERY INSTALLATION. \\ \ `) \ 5.INLET AND OUTLET DEVICES SHOULD BE PROTECTED FROM SCOUR 1' \1 \ / - \� \\'�•�\\\\ \ �''% y N THAT MAY OCCUR DURING HEAVY RAIN EVENTS. 111 \ <,�\\'j'�'' - ,� "" 6.THE WETLAND SHOULD BE STAKED ACCORDINGLY TO ALLOW FOR NEW III III II I \\ I �� / / e• �6�� \ �y g' //. �° ,'r '' �`� PROPER GRADES AS SHOWN ON THE PLAN. 7.THE OPTIMAL PLANTING PERIOD IS FROM EARLY APRIL THROUGH MAINTENANCE MID JUNE. PLANTINGS MAY ALSO BE INSTALLED IN- EARLY FALL x 381��r '( \ I �� ' y�� %� /�: 6 s• % l / <` DEPENDING ON THE VARIETY. \IJ I I -" i �V MIS � \�.:i�%�'�� ' � ' �ss� / / a BUILDING SEEDBED PREPARATION: SCO # - 100858601A NCCS # - 1813 r I I - I I �, i�j�� \J ;\ ��/.;.:::::. :-:::.`:::•.:>:->::::::>:-:::::::>:%> \ �I /� CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER >. � �pS/, ::.:•'•:.:..•:.:...:.:.:.:?:";.:_:.`:.>`:.•`::.`.:.:`:.. ADVERSE SOIL CONDITIONS, IF AVAILABLE, C . / RIP ENTIRE AREA 6" DEEP. Ci I I I I -� .°_ � . , ��/ 5- .� t ;n. /.; •:::;.,:;:;:;' •• . . . . . . . . REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS I I I I _ - �/ ,, r / .;:;:,'.:;:;::.:..•:.;:;.;.;.;;.;. PILL{ " o "'.,4 LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. I I I I I I I I •o'°- � � ` t . ' s� /.".•.. . GCiRB . .,.,.•.•...,. .• ,.. wok s. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. II r I I I o . • t I / CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLY UNIFORM �. . . . . . SEEDBED IS PREPARED 4" TO 6" DEEP. I I I . SPREAD SEED 0N FR ESHLY SHLY PREPARED RED SEEDBED AND COVER LIGHTLY I I N' ti •. . .1 I I I I I 1 I I � 1 \ r,��'-c �:•" .•.-.,I . .-.L•:•:- •5P>,[L:L:•..:+:•:•:;•:•:•:•:•:•:-'•:•:-. :<-: '•:•' .• :•. :�:�: ':::-.':�:::•."�:�:<�:�:�:->:�:?�:�>':''::<:`'':::.•'<;'<; WITH TH SEEDING EQUIPMENT MENT OR CU TIP ACKER AFTER SEEDING. r \ / \S' \ E�I Ir 1\ CUR, : ;:;•.: ::::::::::..::•: :< '. ° MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. NOT FOR l IJill ., . . CONSTRUCTIO N I x'. . .'. . . . . . . . . . . .. . . . . . . . I I :.•:\•. . . •. ., >: . .I. : . - CURB: :.: I P. I I I .1. .•.". . . . . . . . . . . . . . �j. I I r : . .. . . . . . ... . . . . ... . ...t . . . . ... . : ... . . . .... . . . . . . . . . . . . . . . . . . . STORMWATER DETENTION POND SUMMARY III FES# i I I I III II._./; •a.I. . . . :2i_g\. .... .. . • ( \/ / �. �r.( � < : '": : . . . n2• '" - PRELIMINARY IMINARYPOND DESIGN DATA POND YKU DRAINAGE AREA (ACRES) 3.56kv), f l 1 IMPERVIOUS AREA 1.91 - -.: :-:-: /:. ' . . •.•. MAX IMPERVIOUS AREA 54% _ a2.o - . - :':•:• " AVG. POOL DEPTH(FEET) 4.5 { III r 3iDITCH#1 S=0.767. \ \ :�':;:,'::';.''` '" TSS REMOVAL 90%@4.SFT I SA/DA RATIO@70% imp area 4.26 (From NCDWQ Stormwater BMP Chart) SURFACE AREA REQUIRED (SF) 1 II II I I II I1 , 6,606 SURFACE AREA PROPOSED (SF) 16,289 DRAWDOWN ORIFICE SIZE (INCHES) 2 _ - ' arc 1 ec ire - - - - - - - TEMP. POOL VOLUME PROVIDED 14,315 INV. I I I I / \. \ DRIVING HEAD (FT) 0.25 40.58I I II I I I I I DISCHARGE (CFS) 0.052 DRAWDOWN TIME (DAYS) 3.16 E ; Il I I I L" OPTION#2day = 0.25' 1+A + E I ( ( bot_shelf/Aparm,pool))+(((Abot_shelf Abot�ond)/2) Depth/Abot_shelf) BMP DRAINAGE AREA PermanentBottom ElEltilon n 32.00 CHARLOTTE SHELBY Pond Bottom Elevation 32.00 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. Scale 1: 40 Depth (Bottom of Vag. Shelf to Pond Bottom) 6 (Depth from bottom shelf to bottom pond) SUITE400 SUITE 200 Abot shelf 14195 Elev--38.0 CHARLOTTE,NC 28208 SHELBY,NC 28151 Aperm-pool 16289 EleV=38.5 704/731-7000 7041406.6000 Abot_pond 5601 day 4.65 RALEIGH LEXINGTON NOTE: DESIGNED TO CAPTURE 1 .5" RUN-OFF 9131ANSONWAY 1070 SOUTH LAKE DR. SUITE204 SUITE BASIN AND FOREBAY MUST _ wQv RALEIGH,NC 27615 LEXINGTON,SC 29073 BE CLEANED OUT TO D.A. BUILT UPON BUA./ Rv STORAGE 919/573-6400 8031356-0507 SPECIFIED ELEVATIONS AFTER BMP DRAINAGE AREA (BUA) D.A. REQUIRED UPLAND AREAS STABILIZED AREA AREA (SF) (SF) (CF) DURING CONVERSION FROM DENTIONBASIN I 165,447 I 93,381 I 0.54 0.53 I „02o STORMWATER TEMPORARY SEDIMENT BASIN. DETAILS (JACKSONVILLE) F B A R TLE TT F ,,,, --..,,, DRAINAGE AREA STORMWATER PLAN 2 0 �y' ENGINEERING & SURVEYING, PC yq� y, 1906 NASH STREET NORTH TELE: (252) 399-0704 STORMWATER PLAN 2 a V WILSON, N.C. 27893 FAX: (252) 399-0804 PERMITTED BY CITY OF SEAL \ LICENSE NO. C-1551 www.bartletLus.com (JACKSONVILLE) 1111 CD 2o,os Pricing DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: JACKSONVILLE, NC 1y,� °BS Bpi �`•'� SCALE: AS SHOWN DRAWN BY: LR,PH 11-140 PROJECT NUMBER � t �,,�FpT �\ CITY OF JACKSWALLE ONSLOW COUNTY F� rrrrrh,,,11111�1, REVISIONS: CODE: MBAJ DWG FILE: 1153SP6 NORTH CAROUNA ZONE: B-1 1 2 3 4 5 6 7 g T02.03.12 C204A RELEASE DATE SHEET 7-7 - - - - - - 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 2 3 4 5 6 7 8 REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH DARE MORE RAWINGS FU THIS FINED ELSEWHERE ON THIS PROJECT OR OTHER SITE DATA: I I TOTAL LOT AREA: 75.03t ACRES I TOTAL DISTURBED AREA: 5.36t ACRES PROVIDE SILT I I I FENCE OUTLET AT N/F REVISIONS UN° R� LOWEST POINT N/F I PETER & DONNA HUISING I N/F I / NO. DATE DESCRIPTION N/FSITE PETER & SHIGEKO MAYBERRY I TERRY BLO9E PG 599 EMANN PIN:438711577221 G 332 PATRICIA 06 PG THORN / , 1-17-2012 CITY OF JACKSONVILLE TRC COMMENTS A °4A, DB 1173 PG 763 PIN:438711576200 I ZONE:R-7 I PIN:438711578230 I A N/F I PIN:438711574178 ZONE:R-7 _ _ ZONE:R-7 N/F N/F ODELL & GLORIA GRAHAM ZONE:R-7 - _- 40 L'1== 2 -_`- GEORGE & MARY CONEKIN 'pO DB 886 PG 855 _ r f i(:�j-- - �.F� BMP EASEMENT DEWATER DB 1103 PG 72 N o ODELL & GLORIA GRAHAM PIN:438711572076 � \ _ _ DB 3180 PG 696 _ -_____- _= g}48` -_� CHECK LfW LOCATION PIN:438711579197 / _ � / DAM ! E I ZONE:R-7 PIN:438711571034 ZONE:R-7 - - }6- - -__ _- �-�, ,� _ ^ / -�- 7 a ZONE:R-7 PROVIDE SILT _=---_ „==-_36=_=-T-53_1=6-s__ --� _ __ice ,.'.;/. ��,v/__3a �g 9p' 3g _ LIMITS OF FENCE OUTLET AT 9-______= 5 -44 E 3s_- ___ _ *• _ _ /i /+ ao;o= - _ A LOWEST POINT _ __ 3_- -- _ = Na Wit= s" \ - i '�/L J a - _ DISTURBANCE Ex ce - 36 _3sc = �'\ �\\\DTSSIPATOR y� / 41 _ I 1 \\ TIIIIt�- * / CHECK \ �21aG� ` TOP 38.89 �, -=-==s r / �HQCK �\\.��\• -4p e" DI i��- \ I I \ I FES#POND 1' II' /r` 'r - 169 , _ l - -_ - 4 _ - � WATER % �� 1 1 -/l l 41 I EX CB INV. 34.44 ,/ �__. _ -_=_ _S1'.52'_- _ - GRAViTY,D•SEWA LINE I Li 42� TOP 38.99 /J_38�3 - _ -�__ - -__---_-139 - - O/ E (L E T l - 1 SD\ I l nl l�l /� \ '�4f p�I� INV. 34.34� N 694_5= �I_c_=-= /42 - 57"x36" _ ,>I Ir LIMITS OF \ , OMp�ARCH_ J 36_rr- / I II,I _ 11. , l \ MH#3 \ \ TEMPORAR 7E6/. A I } •.\.><x,w>� pJ / Illglll DISTURBANCE _ / ✓� GtH#2� _ s" vALVE�� a.. �vt. °R ero �loay,� D I , Y,Y xy y \'>,., y VICINITY MAP o --- - FES /' Illl�ltlll \ - xtie; ^ v x < rn C NOT TO SCALE CUT IN 2 'g„ �� I INV. 34.33 _- II f-II �--- o ! r w `�,.....,. _ 42.0-- :-:-i:?i}::>::{:• :;':.:},':.•a... �.� 'j1. I 5,Y J3. 34. JS. S.'',.,y �4 }J -v1� Q O /.' \_ III' �. \ / 1"C+" '/i�NV. .�-... 4'L • :.:??:•i:•i:.} ;:;:•:•:•:•::..: ^•:-%:i:•i::.::. ' - M\. .� Y ? Y�,LL' ��`111 O _ GATE VALVES IN / III II ✓ - I 5.53 �'•: , .. _ •: : .. \•i:v'.•::>i:.:.:.:.:i::-}:....: ^ r ' 1. 1�45 X - "� IVI I \ -C ti!::i:'?i ,: :,:' :-.".: :':I:':'.....L:'.:':......:L:::. :•: .•:::..•..•:::.-.-.•. •: x / 3 J EXISTING LINE �\ CHECK II ` / \ �- _ >>i;::�:::::::�:. .,.;;::: :,:: .\.................\.... r r oAM -r - E 1 3 - I C , ti CONSTRUCTION :� A - ............... ............... ......... ............ ............... / .1 pVC� �/ I_ --- �, = Y\1 �\ :y : ��,'.1-[� �I�If IN ` 8 ,! ----- 1 \ 11'r...J..::>t.. MATERIAL LAYDOWN ;:v: ::;:;:;:•:•:•: •::::::�:•X%::;.:':::::;); ENTRANCE := Y i:' _--'4z= �\\\ \ `': �>`:' . :::. ::::::PDI S A * -- -_ ,\ \\� r:. - AND STAdNG AREA 8" TAPPING S',' .# \ / - -- r \ \\\\\ \ -:•}.' : .•�- .... ............. . i:TOP= ':.. : ?{'•' :o-o-: •o-:<::•:. :::::::: S YY G SLEEVE & / `t1ER - /� \ A\_ - \\ \\\ ....v .:: / 41 00 .::'•:�,.'.;.�;:. ::ii : :�' ;;<;•,• sE / LIMITS Of / \\\\\ \ \ '�<,•:> •:.; ` \ / \ :;;:;:\ >�:INV=36.94 �:�.•. �::. .. r . x ti z / -....• VALVE ZY / i \ \ \ \ ..*.I II. . ..; :iii: 'r'riii �i�iii�iii3ii;'+i DISTURBANCE T07' ...:::::::•_:::.:_ • :,,:. G / i \ .•�:�<:�:: � �:`:�::�:�'r'r:�:�:�:�Tr'r:�:�: i.:.-,:.:,::.::.:. ::::. -...::::.:.;•�: i�iijijijijiiijii : ii: ��; ii:' _„ ..... , . / l CONS EX. SEWER MH TRUCTION �-� :'� •i� ri� 11 s .........::. ... ... .. is / A .. TOP 39.86 .. ...,,,�,.'�,:�:... . ......::: .. ,ns ........ ......... �.:•:\•:::::::::::: .. C�P'Iv:'-::: TEMPORAR :.Z.o. .. ENTRANCE \ \ \ t ;.',::.:•:::•::.:::.::. -.:::••:::::::::: .. •.: s v o INV 8" 31.13' 1 �,..•.•.,.. / \\ PDI 3 \ �•\:,.r,_•.<•a<•i:.;.::•:.,•..-.•. .• ::.-�. STOCKPILE / .� ,4- ` .....:�:::ii::i�:f: r'f�C'.•:r:i-:i i:•:.'}}:•:•:.....• .�..I ..... r \ \ \ # `' .. :. ....... ..•:..v.•. :•:{....... BENCH 31.64 `'� $� 18 .,•,•�j._.�.� .. J \ \\\\ -° L s,,;r6{>;::.v:.•..•:...•.:::.•. •.� .•.•::. -..�. .r•. •: n rn N> b '.. . , {�.�. ...........................',•� .•:.•::::.•.•.,.. d•,..:-, `W'_: 4 R 1 \\ \TOP=40.50' L \ A c EL CA '.•.'.�:.. <,r� ` ,.4 / \ \\\ 1\ c+ \ .:... ............... .t' <:o.,.'.•:..•:•:;:<.r,.,.,., SI i.l.•. \i:EX DI i -Y`-_ \ \\\ \ n '''Y ..f...:•:•:•i:?{}' i ?[: :::`.':::iii: ii': i2::: t a .. . C / �'r'.i:•:.-...•.••. � \ \ \\INV=37.29 \ / \c \ \ � -__ •.•.2>,........ - o-a••So-o-:a.a•'% . , 1 � a Y > �.: \\\ \ \ \ --:,,,. :::::.::•.:::::•:.•:. . >.)..L. ::fii:i:::: :.' S >. .. `/��J� Y "giii \ ri /.• 1 \ .......•. .:::».;..... \ \ . \Y...,.,. •.•f.•.• iii : i< . Y o �i 101 . iii'% \ \ N \ ii'i'i // � �• '�► i � \ \\ 2 •: �....TOP 41.00 � M ........... . I o �'�'r ' t• E . n �S 36.66- Y � � ............. .. @ W " W ................... _- � //• �`/ NEW 2 WATER SERVICE, W6• .)....•.•:.•.\.\.•.--�. / i ,. , q s \ I \ ........:................ \ Y > ............. ............. / >'� \ /" I \ METE D 2" RPZ (WATTS. 7+ / :::y:::'.•:'•. .\ .,f �`•:j 4 N 2 ✓ \ \ 909 OR APPROVED EQUAL) \ / \ IN INSULATED HOTBOX ,.,,... :f'.v: <\. ""4,'•'i i;•`:?iiiii: / \ INEW / / ` \ 1 LiI,'t:_'✓.'..'.'Y, ..y'.�. '..I:..'.......':.'.'.'.'. 1. S �i \ ':.-.r.'.•::•:•i .::.:':':\'''::•i}•ii:C•}i}}}iii:'. i // 1 \ FUTURE \\ \\ .:.« . ..:.........•.... ...1....:.....:.::.•:..... ;,:,.-.: : is < p EX. 8'• WATER LINE / ��I �' I E �.30 AC.-IMPERVIOUS \ \ \ \ ��q _ � � x � �� \ fi.._ _ MAINTENANCE _ >t N W E 4" - _ APPROX. LOCATIO \ \ ..-�• i C7 R ��:�:�>:�:�:�:�:�:�:�:�:;.:;..•:-:..::•:.:•::•:: .; ��;, :::' aiiiiiiii'iii:' ii :;:I; ;;;;;;i;;1;;:' > Q \\ \\\\ \ SEWER _ n:,V. .t.. :1.•.'.::- 1� AREA (WILL REQUIRE A SEPARATE 1 \ \\ \ SERVICE e :�>:�:�a::::.:. :•::::: ._: •.e. : �iiii:`i'i Siiii:� i::: � r ,: . ,. \I \ PDI#2 \ i:•(•i:•i!'-:-:Y. "rexg;1„:L' + 'i :•Ln' g::• ii i /" x \ / SEDIMENTATION AND EROSION \\�`y\ ! \ ��'`�• • �' I, BUILDING MITS \ \ \ \. TOP=40.50'l \ �� >:f� •�1;. • . r.;I?x � r, i, i" � '/ K '� w // STURBAN �" -, ;: ;:/:; •`�ti:�,<,o` 4�" n a EX DI \ 't CONTROL PLAN) TOP 40. 3 / \ �\ I / �P K. x s ` ` ' SCO # - 100858601A NCCS # - 1813 �.i \ ,�✓i ) / /� -\ \ I i \ \ , ' x t tint r Q l 1 N83'45'10� \ lY ! vl3Ffz ) -_a3-\ A� 19 1 77•r3 \ /5\ EX DI \ a \^ /I \A N \ \ rp T I II S v 0 ' \ TOP �� \ \\\ \ C v. 3e.72 �� R\s I\ \\\\\\ \ CCONSTRUCTION SEQUENCE: \ EX CB \\\ 1, OBTAIN PLAN APPROVAL BEFORE STARTING PROJECT. A PRE-CONSTRUCTION MEETING MAY BE \ \ INV. 36.68' I TOP 41.85 \\\\�\A\ \ \ �a / , - 'IP 11A ri� ` S• Z„ ' REQUIRED AT THE DISCRETION OF NCDENR. ADDITHONAL INFORMATION MAY BE REQUIRED BY \ \N: / $1\S ,+,_, APPROVING LAND QUALITY ENGINEER BEFORE PLAN APPROVAL IS ISSUED. \ \fin 2. NO WORK TO 8E DONE ON SITE UNTIL THE EROSION AND SEDIMENT CONTROL PLAN HAS BEEN APPROVED AND PERMIT ACQUIRED OR A NOTICE OF VIOLATION WILL BE ISSUED. I \ \\ p\S EX DI J►. 'Pn\ / \>\ \ \- / \ \. \ \\ 3. INSTALL APPLICABLE E&S CONTROL MEASURES PRIOR'TO ONSET OF ANY LAND DISTURBING (INCLUDING TOP 41.49 1 / \ / \ I'✓.. / \ \ / ,� /I \ \ �' •L F r ,e Y� E' Q Q > DEMOLITION INV. 38. ACTIVITIES. INSTALL CONSTRUCTION ENTRANCES AND SILT FENCE ACCORDING TO PLAN ' _ -/ EX DI l_ v / - Sd` <h r r " ? i ✓'t i 1• V Q•,.� g, ` AND AS NEEDED BASED ON FIELD CONDITIONS. POND WITH OUTLET STRUCTURE AND SKIMMER TO BE / TOP 41.52 7Y( / / EX DI CONSTRUCTED. CONSTRUCT TEMPORARY DIVERSIONS IMMEDIATELY AFTER REMOVAL OF EXISTING ` ^T Q')/\ INV. 37.92 IN / / / '� �� ' ; + 1 ' �°2• ^e �0. " ' Y TOP 41.70 lB PAVEMENT, STORM PIPES AND BOX AS SHOWN ON PLANS. 1 � 1 / INV 37.82 IN/OUT / // INV. 36.70 / / �� c \ x B 2 \` �'• PCB 1 1' NOT F O R / \ ( 177 1 / cP/ \ I \ \ .. # 5.8t 4. BEGIN RELOCATION OF EXISTING UTILITIES, IF ANY, AND CONSTRUCTION OF WATER, SEWER AND STORM ) / -'-�-tc \ / / p'ft/ / \ / \ \5\ \ a_ \ j : TOP=40.801:},?. ' TOP=40.80� ✓ 30;•F DRAINAGE SYSTEMS. INSTALL SILT FENCE OVER AND AROUND PIPE INLETS AND OUTLETS AND EX DI ( /� \,'->.�!✓i / j/ / / /\ --^\ N� \ \\ \\ I AA. ;;.''�`S'`. 4�GQ"•- \'\'\: INV=36y70 `R4 '''• / \ W NECESSARY PIPE OUTLET PROTECTION. TOP 41.27. /GQ/ \�pP ./ / \ / \ \ \ / \ /l �� /• 1 \\\\\ / :'... .. \ '.' : \.� \.:....iii:;-}}}}}: {.. GP )\ J ,INV. 38.32 \ / �-R . , / �. / / / \ �. \\\\\\\\ . � \ CONSTRUCTION 5. UNTIL BOXES ARE BUILT AND YARD INLET DEVICES INSTALLED, INSTALL AND MAINTAIN PIPE INLET ru /\1 % �\' / / I� �\,� .;•,�;,;�,._::..�'.... . PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION DEVICE AT END OF DAY OR ONSET OF RAIN. / l �\'/ / / \ / \: \ / \ v \ \ -- 5 - J fllr / \ \ -.42 / // \\�\\ \ \ :} 5 'r:r_T ;.;.:: ?: . .44' / _ /' EX DI �� Y \ N\\ , \ :? : :':: r�•:::: :::..:..`... , i � l r:::. _ `\ / V / TOP 42.47 \ \ S / \�\\\\PDI�f1 1� .......... .. .. .. - 43- 6. STORM DRAINAGE SYSTEM MUST XC COMPLETED PRIOR TO START OF GRADING. F DITCH DEVICES ANDCHECK / ! // / // INV. 37.07 IN \ \ �' \\\ ` > ... : ;Ci:%+'("'�' •• ��--� ' ram/ - - dS 1 NEEDED. INSTALL TEMPORARY EXCELSIOR MATTING IN ANY DISTURBED AREAS OF DITCHES AND C EC ,- i .�// / / / ' \\\TOP=40.50 ,.•`• / / :•:'�l1 :: �� - c^m� I DAMS. ALL DITCH LINING TO BE EXTENDED TO TOP OF DITCH BANK. �i ' / / INV 36.92 IN/OUT : \\ \ :\'Q•:�;:+'�'`� INV=36.37 � ..... . 7. INSTALL CATCH BASIN/YARD INLET PROTECTION AFTER BOXES ARE BUILT AND BEFORE CONSTRUCTION � / RGi \ / \ / � / \ �\`�,, I � ` _�i` ' \ \ \ -A\ OF CURB AND GUTTER. ,�� ./ '1y/ / �• / 10 '' DI ? // \\Vll\\ \\ _ .}}... s ` I �j \�L�FAITS OF�2� O D T 4 1 \aRi \\\\ \\ \ / .. ../ \ /i \ N B. CURB INLET PROTECTION (GUTTER BUDDIES) TO BE INSTALLED AFTER CURB & GUTTER IS / / / / / J ` V. 2 / /• \\ \\ \ \ 8" VALVE / 'i/� \� \ \ DISTURBANCE ;o i- / / // y \\\\\\\\ \- \ �- coNSTRucr60. � / APPROXIMATE LOCATION I OF EXISTING BUILDING .� Ln 9. GROUND COVER TO BE ESTABLISHED ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1 WITHIN 7 / - II ��/ / // \ \\\\\\\ \\ ' / / \ m DAYS OR SOONER FOLLOWING COMPLETION OF ANY PHASE OF GRADING. GROUND STABILIZATION ON EX DI \ / -iPq` I 1 C/ C+,o \\\\\\\\ ' NEW F PL�.G �// CONSTRUCTION \\, "T OTHER AREAS MUST BE WITHIN 14 DAYS. TOP 41.37 ASSEMBL / 10. AFTER ROADWAYS AND DRIVEWAYS ARE PAVED, AND ALL DISTURBED AREAS ARE STABILIZED INV. 37.07 IN \ / �/ / a / % - \\\� \ i\ \ // ,� ENTRANCE \ \ COMPLETELY, INCLUDING EASEMENTS AND WASTE PILES. REMOVE TEMPORARY MEASURES AND ALL INV 37.02 IN/OUT \J \\\\\ �/ PD UNSTABLE SEDIMENTS, SMOOTH AREAS TO BLEND WITH ADJOINING AREAS AND STABILIZE PROPERLY. / / ' / / \\�\ \� \\\\`` kiC� \ `L INV. 11. PUMP OUT WATER FROM POND USING DEWATERING BAG. REMOVE SEDIMENT AND RESTORE POND TO / / I -42'"- ^ (-- 1 •{ 1\� �\\/�39.82 J► I ORIGINAL DESIGN DIMENSIONS. / / ^ / ?� I - ) I \\�\ �\ \\\ O 12. REMOVE ALL TEMPORARY MEASURES ONLY AFTER AN INSPECTION FROM THE LAND QUALITY SECTION. / / / \,-,/' I OP / \\\ \\ \\ \ 1 I \Y 13. ALL APPLICABLE EROSION & SEDIMENT CONTROL MEASURES MUST BE MAINTAINED UNTIL PERMANENT \ ' \\\\ \\ \\\ ��O.,X\ 57 Ek 15" \ VEGETATION IS WELL ESTABLISHED. \ANCMP BASIN AND FOREBAY MUST BE CLEANED _ GRAPHIC SCALE OUT TO SPECIFIED ELEVATIONS AFTER ---------- - SILT FENCE CALCULATIONS I ® P UPLAND AREAS STABILIZED DURING DISSIPATOR PAD/OUTLET PROTECTION SCHEDULE so D 2s so 100 200 CONVERSION FROM TEMPORARY SEDIMENTLOCATION DRAINAGEAREA SILT FENCE r(NDOTMETHOD) � { � j MAX.AREA BASIN. (ACRES)FLOW(Q)FROMPIPETABLEPRON STONE D50 (ACRES) , (LINEARF-f) SLOPELOCATION Q(fDll) Q(10) V(full) PIPEDIA' I IOFPIPES LENGTH'! WIDTH° CLASS DEPTHS STONE I NORTH SIDE 1 0.17 1 116 1 2.00% i 0.20 I ( IN FEETCFSCFS FPSS INCHES IZONEI M I I(La)FEETI FEET 1STONE INCHES SIZE EROSION CONTROL LEGEND I inch = 50 ft. E FES#3 12.37 1 7.25 3.94 2.31 24 11 1 4 1 1 1 8 8 A 18 2"-W -ELEv- EXISTING CONTOUR FES#2 22.44 17.68 4.57 3.60 -30 j 2 1 6 _ 1 15 ( 10 B 22 5"-12" E FES#1 3.53 2.53 2.88 2.06 15 1 1-1 4 1 , i s j_ ,a A ,e 2"-s" STORM DRAIN SCHEDULE (10-YEAR STORM) -ELEV- PROPOSED CONTOUR POND OUTLET 2.14 4.02 1.74 1 3.28 15 1 1 L4 I _ 2 _-i- 5 -_1_- 14 j A 18 2%6" 1 n= 0.013 CHARLOTTE SHELBY ' 230 WEST MOREHEAD ST. 201 WASHINGTON ST. LIMITS OF DISTURBANCE EEND DISSIPATOR UP ALONG SIDESLOPEOF POND BANK I -__ XT I I II �- 1 I Q=CIA SUITE400 SUITE200 A tc I Cc Cc Q10 CHARLOTTE,NC 28208 SHELBY,NC 28151 - SF - SILT FENCE EXISTING PIPE OUTLETS-DISSIPATOR PAD/OUTLET PROTECTION SCHEDULE_ FROM TO PIPE INLET INLET TOTAL INLET PIPE TIME OF INTENSITY RUNOFF RUNOFF DSCHRG SLOPE Dtheo SIZE WWII QfUll LENGTH SEGMENT UPPER LOWER 7041731-7000 7041406-6000 RUN AREA AREA AREA TIME TIME CONIC COEFF COEFF(NYDOTMETHOD) PIPE TIME INVERT INVERT FLOWASSUMED TO BE MAXIMUM BASED ON PIPE SIZE _I NUMBER I APRON APRON STONE D50 OUTLET CHANNEL CHANNEL CHANNEL (SF) (ACRES) (ACRES) (MIN) (MIN) (MIN) (IN/HR) (CFS) (FT/Ff) (INCHES) (INCHES) (FT/SEC) (CFS) (FT) (MIN) ROCK CHECK DAM I__r LOCATION Q(full) Q(10) V(full) V(10) PIPE DIA+ _!OF PIPES LENGTH2I WIDTH° CLASS DEPTH 4 STONE PR07N _DEPTH BOTTOM SIDE SLOPE DI#5 I DI#4 1 L 1 18781 i 0.43 1 0.43 1 5 1 0.0 5.0 1 8.99 0.85 0.85 3.3 0.0030 14.6 15 2.9 3.5 91 0.5 36.94 36.66 RALEIGH LEXINGTON 0 CONSTRUCTION CFS CFS FPS FPS INCHES 1ZONE� M j 1cLa)FEET1 FEET STONE INCHES SIZE TYPE FT FT 1 DI#4 FES#3 I K 1 22569 1 0.52 1 0,95 1 5 1 5,5 5.5 8.99 0.85 0.85 7.3 0.0030 19.6 24 3.9 12.4 158 0.7 36.66 36.19 9131ANSONWAY 1070 SOUTH LAKE DR. ENTRANCE/EXIT FES A 23.17 7.37 24 2 6 1 1 12 8 B 22 5"-12" B 1.00 0 4:1 FUTUREJ 15915 0.37 0.37 1 5 0.0 5.0 8.99 0.85 0.85 2.8 0.0030 13.7 15 2.9 3.5 82 0.5 38.03 37.79 SUITE204 SUITEA 1I` I -`- I'�--1 FUTURE I 14479 0.33 0.70 5 5.5 5.5 8.99 0.85 0.85 5.3 0.0030 17.5 18 3.3 5.8 100 0.5 37.79 37.49 RALEIGH,NC 27615 LEXINGTON,SC 29073 FES B N N 7.05 36 2 j 6 1 1 1 18 I 10 B 22 5"-12" B 1.00 2 4:1 ---_---- INLET PROTECTION (- 9191573.6400 803/356-0507 �- - FUTURE 25057 0.58 1.27 5 6.0 6.0 8.99 0.85 0.85 9.7 0.0030 21.9 24 3.9 12.4 167 0.7 37A9 36.99 EXTEND DISSIPATOR UP ALONG SIDESLOPE OF DITCH BANK I ! DI#2 F 12392 0.28 1.95 5 6.7 6.7 8.99 0.85 0.85 3.0 0.0030 14.1 15 2.9 3.5 102 0.6 37.29 36.99 --`- --_-_-"_-- I ------I DI#2 DI#1 E 12392 0.28 1.95 5 6.7 6.7 8.99 0.85 0.85 14.9 0.0030 25.7 24 3.9 12.4 204 0.9 36.99 36.37 DISSIPATOR PAD SKIMMER SEDIMENT BASIN SCHEDULE _ I _ � �� .� DI#1 DI#1A D 8490 0.19 2.15 5 7.6 7.6 8.99 0.85 O.Bs 16.4 0.0030 26.6 30 4.6 22.5 148 0.5 36.37 35.93 EROSION ---L. - ---- - SK TOTAL DISTURBED Tc Cc I �GIA REO ( -I_ - j WOR PROP REQ _PROP AREA PROP SKI ORIFlCEDEWATERING D8#2 FES#2 C j 7265 0.17 2.31 -5 8.1 8.1 8.99 0.85 0.85 17.7 0.0030 27.4 30 I 4.6 22.5 40 0.1 35.93 35.81 BASIN AREA AREA RUNOFFINfENSITY1 0-10 1 SURFACE ILENGTH, WIDTH I DEPTH LENGTH BAFFLES SURFACE VOL SIDESLOP BOTTOM VOLUME; SQE S¢E TIME CB#2 CB#1 B 1 11592 I 0.27 1 0.27 I 5 1 0.0 -L-5.0 1 8.99 0.85 0.85 2.0 1 0.0030 j 12.2 15 2,9 1 3,5 29 1 0.2 1 36.73 I 36.65 AND SE�IMENTION SB# ACRES ACRES MIN COEFF IWHR CFS i SO FT 1 Fir 1 Fir j FT FT I RED SQ FT CIF FT/FT SQ.FL CIF M M. I DAYS CB#1 FES#1 A 2827 0.06 0.33 5 5.2 5.2 8.99 0.85 I 0.85 2.5 0.0030 13.2 I 15 2.9 3.5 j 84 B 36.40 36.20 SYMBOL LEGEND 1 6.4 2.89 5 0.85 8.99 48.91 15894 I WA I WA POND OUTLET I I NA 1 NA 1 NA I NA 1 NA I NA 1- NA j NA I NA 1 4.0 0.0011 I NA 15 1 1.7 I 21 I 36.50 1 j 1 _ 1 1.0 46 1 YES 34104 11 5202 1 3:1 _I 276591308251 4.0 1 2.50 3.7 I CONTROL F PROPOSED CATCH BASIN -REQUIRED VOLUMED IS 1800 CU FUDISTURBED ACRE -_ �� PROPOSED SEWER MANHOLE ' - i - • TEMPORARY DIVERSION CALCULATIONS B A R TLE TT F PLAN 1 PROPOSED FITTING GATE VALVE N -_ -- __._ I. -_ /� PROPOSED SEWER MANHOLE . 10-YE'o`R DESIGN STORM _ .__I_ _ _ .. : ._ ___. _ -- -- �' ��'. ENGINEERING & SURVEYING PC EROSION AND SEDIMENTATION - - - n= 0.015 Q CIA L ' PROPOSED WATER HYDRANT -0 - - ---L-- 1906 NASH STREET NORTH TELE: (252) 399-0704 PROPOSED WATER LINE --. LOCATION DRAINAGE DRAINAGE RUtbFF I RAINFALL (_REQUIRED(_ DITCH (BOTTOM'FLOW SIDE FLOW WEFIID HYDRAULIC MANN ACTUAL TOP SHEAR "'TEMP. PERM - SEAL l `X� 'WILSON, N.C. 27893 FAX: (252) 399-0804 CONTROL PLAN PHASE 1 1111 C� PROPOSED SEWER LINE �s ARFA AREA CAEFTCETfi 10-YEAR L FLOW I. SLOPE I WIDTH DEPTH SLOPE AREA F'ERIMETtR RADIUS VEL. CAPACffY WIDTH STRESS LINER LINER S` 1 - LICENSE N0. C-1551 www.b°rtlett.us.com SQ.FT. ACRES c-I IWHR Q 5 d Y 1 M A I P R V Q I W y'" 20106 EXISTING WATER LINE -"- (Ibs/Bq.ft.) REQUIRED REQUIRED( y s+ S DATE: FES. 2012 SURVEY BY: TB,CN PROJECT: Pricing EXISTING SEWER LINE TEMPORARY DNERSIONIF2 12447II 0.29 I 070 ' 899 ! 180 10.00301 D 10.527 3 I0.83 3.33 1 0.25 2.16I 1.80 3.16 0.10 YES NO ,t 'yam �GINEF' 11-140 PROJECT NUMBER . . i._. ..__- t� I _ I � 2.•'- •'�F� ,\\��. SCALE: 1" 50' DRAWN BY: LR,PH CITY OF JACKSONVILLE ONSLOW COUNTY PROPOSED STOP SIGN TEMPORARY DIVERSION#1 �103991 0.52 1 070 899 330 0.0030 O 0662.131 1.31 i 4.18 1 0_31 2.51 330 3.97 0.12 -I YFS NO '' I"l T g gp('`,�.. IO -' III --I' _�� ' mma�� ` REVISIONS: CODE: MBAJ 'USE NORTH AMERICAN GREEN SINGLE NETEROSK)NCONTROL BLANKET DS750REQUNALEM _I-_I- -I --_`��-__L_I _-�I_��-- LLL�� DWG FILE: 1153SP6 NORTH CAROLINA ZONE: B-1 1 2 3 4 5 g 7 g 02.03.12 C301 RELEASE DATE SHEET - 77 - - - - - - 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 1 2 3 4 5 6 7 8 REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE _____ _ NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS 1 HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH I I ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER SITE DATA: ' TOTAL LOT AREA: 75.03t ACRES I FLOOD ZONE DRAWINGS OF THIS PROJECT. I PROVIDE SI T "SHADED X" TOTAL DISTURBED AREA: 5.30t ACRES FENCE OUTLET AT I N/F I FLOOD ZONE LOWEST POINT N/F I PETER & DONNA HUISING N/F `,`'y\ "X" / US Hwr,� I N/F I TERRY & LORETTA RADEMANN DB 3171 PG 332 I PATRICIA SUE THORN I `\., / REVISIONS U"oRasin PETER & SHIGEKO MAYBERRY DB 791 PG 599 PIN:438711577221 I I DB 1387 PG 204 PIN:438711576200 ZONE: `., DB 1173 PG 763 PIN:48711578230 I NO. DATE DESCRIPTION N/F I PIN:438711574178 ZONE:R-7 ZONE:R-7 `, N/F _�_� 40- -, -- `\ 1 1-17-2012 CITY OF JACKSONVILLE TRC COMMENTS /I SITE ODELL & GLORIA GRAHAM ZONE:R-7 _ - - -^tea =�__ I \ GEORGE & MARY CONEKIN /1 c� N/F DB 886 PG 855 _ �I$_ - --= - =_ - BMP EASEMENT DEWATER \, DB 1103 PG 72 A ,p pia ODELL & GLORIA GRAHAM PIN:438711572078 - �. PIN:438711579197 Paa `cG DB 3180 PG 896 ZONE:R-7 _ -__r= =-"` 1 � sir 3_ \ �, l l/ CHECK 3'3p LOCATION \ / E- I ZONE:R-7 sg'd' °qo PIN:438711571034 PROVIDE SILT ` __ __ o _ �,__ ,6= ` . './ DAM \ _ 8 - - \,\.. :)' \ 3 179:gp- ? LIMITS OF + s ZONE:R-7 FENCE OUTLET AT - ___- - - : - -4 E:35'__=- - I "/ _-- '- - LOWEST POINT _ -! "3e=_ NS ' ilk DISTURBANCE` DISTURBANCE =36 _35=_ ��' I I11 \ E A EX CB ==_==== - Z. --- eCHHCK �\ \�\\ DiSSIPATOR e„ o / ar.�� \\ \ lh 6/FES#POND A 1 -` a TOP 38.89 - -r�, ---- -_- __ , `� WATER D.A�-017`A(% I D�CM , 6g 4 c EX CB INV. 34.44 / -�_ ., _ _ -___= Ngl- 4 -_-_- GI-AVITYyD•SGE4'�i�tM r LU F/ C� .� 1 -- _ TOP 38.99 '�3S��-E'= ____ 39 AO $ R LINE /'- `. SD\ N _ _ -- -- INV. 34.34� .... ... - - 57'X38" _ /�4�I�11 LIMITS OF �/ Il_ - - \ /% / / \ \ 42� / ,� PORARY DIVERSIONN� ,., S� /`� 3 / ARCH - T-- _ \ '. cMP__-- 3a-- / I��I I DISTURBANCE H#?� \ tM M ' I \ '� QyARY O _ / I 1 C - 6" VALVE r , \ \ \g \ \ / �IVERSIONg� 114-1 ' FES / IIIII+IL _ of CUT IN (2) g„ \ INV. 34.33 ��lul�Pl1 i-- - �_�!� ram\ / " \"p�2INV. `� t �/ I _ .._.._..___.._.._..-..\� \ PVC D.A. �/0 4 AC.1 �1 VICINITY MAP GATE VALVES EXISTING LINEN I�I> / r \, -T -- '�1 �rJ CHECK I NOT TO SCALE 39 DAM I)f�a} ZE�UNE - -,/ _ 1�.:: .::': ar.``' .'""' `.`:::`.:`": \. I I I ' - / _ ,ADN r, �C CONSTRUCTION Ic wA �� _ __ --` \ \� �1R:;: r.... . A��Q29 AC. I I / ENTRANCE / \ $ Pam- l - _ _ � \ . `" /. ,: t MA IAL LAYDO \ II / - O LS A M - - = az=��\\ \� \\\\ " ' ' 1 I AND TAG ARE1k' 0.7�\. PDI#5 1/ 8" TAPPING \� '•�..�TOP=41.00'. r.. - /// S\ SLEEVE & _ /� h � �_,,. \ GRP`>` � l _' /� DISTURBANCE �- 1 \\\ CONSTRUCTION \ EX. SEWER MH /// a � a. / q I TOP 39.86' '� // 15 - '::.,;,;.,;.:�:..: ' ..... ., `.:,::,?:<?;.. Z`_I �',�`� --. / ENTRANCE \\\ \�\�\\\\\�\\ \ # ` \ �, �°a \\\� \\ r: 1 1 1 TEMPORARY INV 8" 31.13' , 4 Di I 1 • B ` R \ II STOCKPILE/ 1 1 1 p B A � BENCH 31.6,V _� TEEL�5�6 3 N s i ` \ - l \ \\\\\\ TOP 340. \\ qL p \\ \ g // 1 CQ '/ / \ EX DI" ' _ / \ \y\\ \ I WASTE AREA , J \TOP 39.79 .`// \ \ \\INV=37.29 ' \ n' \ \ �.� 1 1 I 1 �• MH#1 al \ _ _ /7 \ \ I \ \\\\ �P \' \ D.A. =1.� AC. / : \ / N lei PERITIA.'.. />> o I \\� \ \\\ < s `'' `MH#4C 0.85 / PDlpa \ \- I r "' yr \ /p \� \ .. IN�P 3666 r ) / // �-.. \ \ 1 NEW 2- WATER SERVICE FLOOD ZONE \ METER, AND 2" RPZ (WATTS \ \ // D.A. . - AC. 1 �' I G "SHADED X" �., 909 OR.APPROVED EQUAL S IN INSULATED HOTBOX ) _)1 EX. 8" ` ,/ /%-r-' -\ FUTURE -.30-7aC.- 1MRERVIOUS '`�>rl; \ \\ \ � ;' ��- I I - I` \ - �. NEW / .... - •..�.\ \°'p, \�\\\\\ NEW 4" -- (APPROX. LOCATIO a _ \ / \� �" VP AREA (WILL REQUIRE A SEPARATE � �bc\\ `\ SEWER / •l / "�.� C'q 1 \ \\ \ SERVICES / _\ --/ /r \\ SEDIMENTATION AND EROSION TOP=40. \ \�_ \, /' ' I >> �'�' - ► MAINTENANCE MITS \ I \\\ I STURBAN = W - CONTROL PLAN) TOP 40. 3 /I � ' fiNV 9 36rz@ I 43-\ �' AN '\ '\ gO � \\ ;' �Oq EP�� '��'�===' \\;;\ ` BUILDING \ g{r EX DI 1-'. ..-,1-.._- - -_ �° / / / \\ \\ \ �p,� 1 i \ \\\ �/ a0 / / �� /� \ �/ TOP 40.92 .. - �� \ \ \\\\\\ ` - I / r- /�S`3 /� I I V. 72 ' - � � II SCO # - 100858601A NCCS #- 1813 ` m \fin / /-� % ,EX DI i / \ \ // \\\ \\\C\\<N\\\ \ �� \\Q��_ I / \\\ /�' / � �IN'636V19� h7" / R \ \ \\ \\ \ I / / / C /" // ` ` \f \ TOP 41.58 / J \ \ ( FES 3 I \ II/ �� \ INV. 36.68_ a� ^ TOPC41.8\\\ -11 \\ \1P011A / # / I I C INV. 39-90 \N�> \ - ,TOP=41.50'1 / �/ �. 1 a // \J� 1 = \ I V=35.93 l S#2 / 1 \ 4 I \ Ex DIROQ \\ 1 \ �� \ / / \ \ �\ ` \ ,J\ ES#1 I \ \ TOP 40.99 I \ \y \ \ �5 EX DI J►' p�\./ \ \ \_� l/\ \\\ \24 EG \I\ I I I /INV. 38.39 \ ��+'ay� /p\ / \ / �(p /\\ \ , \Q h •TOP 41.49 \ C \ C+ P l_�_------ ---- m " INV. 38. \ �4 .o �� /I I � \\ \ , \ �? � -_ _ TOP 41.52 EX DI \ \ INV. 37.92 IN ,. / TOP 41.70 / / i \ \ \\ Q �- - - - 1 n \ nL y��000� / / / \ \ ( $ \ \\ Irn , INV 37.82 IN OUT / // INV. 36.70 / / �/ '� \ \ �a \ O -\ --,- N�/.' \ /� � \ \\\ CB�, 2 \\\ PCB#1 \�•�"�5.81 I _ YTOP=40.80' \�� --TOP=4027 _ \ - NOT FOR GP„ \ " - / 30.FES EX DItikFL,O \ \\INV=36.70 i0"EL� / �,.• / / N \ 0 INV=36.27 - 01 TOP 41.27. L/ / / sm/ // / \ \ \ \ / \ Il �� \ -� ` \\\\\\ \ \ s \P� :;? . \ \\ 1 �a, ��\ �\/ J R \ a \nq ,INV. 38.32-\ /�,Ey6Q Q W \ \ EX DI \\ \\\\ 4a' CONSTRUCTION TOP 42.47 \ \ \ S\� / \ \�\\\\\ PDI#1 ..: ..`..:..,.:.:...:•.... \ a3-� // .-�5�� \ \ \ \%� \� / ( / ,%�/ �/ ./ // INV. 37.07 IN \ R \\\\\\` .....:: . �// \ INV 36.92 IN OUT TOP=40. '1 ..: : .;. I / INV=36.37 � /i \Gall l ? �r - ) �x \ �a\'��3 \\\N \\ \\ � -%" � I \-LTMITS OF \ / \ \ / \ / /i EX DI �' \C•o ///// / APPROXIMATE LOCATION / 1 / / -/ NV. .\2 �\ �g\\\\ \\\ �8" �i/i ` `\ \ DISTURBANCE TOP 41.7 - / .• A_ � / / � I .g \\\\\ \\\ I, � � W / �N _ R INV. 38.00 / / / OF EXISTING BUILDING I / 2 s, �\ \ \ J \� \ \ i 01 / 1 �' / / g\1R / // \ \\\ \\\\ \\ / i D \ / ,/ EX DI \ / ✓�sb� I I // !S ` oa \\\1x\\\\ NE PLUS ��/ \CONSTRUCTION \\1 \ D TOP 41.37 / i� i ! \\\ V\\ ASSE / INV. 37.07 1N \ \\\\ \\ \\ \ // ENTRANCE \ INV 37.02 IN/OUT / /� / J \\\\ \\\ A\ c1� co �/\ \ !�� /�, \ \'0 EX. FH / / / / ( \\�\ \\`\ \N 4 i \ - ?' / INV. \ \ - -/ 1313 / / / --- / /\\ -42' /' ) ALP (+ EX. 15" \\ \\ \\\ �q \ \ GMP39.32 TAD I �- GENERAL NOTES, STANDARD EROSION CONTROL NOTES: rC 1 �C SILT FENCE TO BE INSTALLED AS SHOWN ON PLANS OR AS DEEMED NECESSARY BY VISUAL OBSERVATION. LOCATION, QUANTITY AND PLACEMENT OF DRAINAGE PIPES AND EROSION CONTROL DEVICES MAY VARY TO BETTER THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE NPDES PHASE II REQUIREMENTS. REQUIREMENTS INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: CONFORM TO FIELD CONDITIONS. 1. IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF THE PLAN ON SITE. DEVIATION FROM THE APPROVED EROSION AND STORM DRAINS TO BE INSTALLED AS SOON AS POSSIBLE OTH PROPER INLET PROTECTION. SEDIMENTATION CONTROL PLAN WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT. E CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS OF ALL ENCROACHMENTS & PERMITS - 2. PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER PETROLEUM PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS, DISPOSE OF C EROSION CONTROL LEGEND INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED. SPENT FLUIDS APPROPRIATELY. E CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS. 3. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL CHARLOTTE SHELBY -ELEv- EXISTING CONTOUR RESTRICTIONS, 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF EXISTING UTILITIES 48 HOURS MINIMUM PRIOR TO 4. CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE SO THAT NO ADVERSE IMPACT TO WATER QUALITY OCCUR. SUITE400 SUITE 200 -ELEV- PROPOSED CONTOUR EXCAVATION. CHARLOTTE,NC28208 SHELBY,NC 28151 5. INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN CALENDAR DAYS TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER'DISCHARGE TO STREAMS ON 7047731-7000 704/406-6000 LIMITS OF DISTURBANCE THE CONTRACTOR SHALL H RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT VI NCDOT CD CITY THE LATEST EPA-APPROVED 303(d) LIST) AND WITHIN A 24-HOUR PERIOD OF ANY STORM EVENT OF MORE THAN 0.5 INCHES OF RAIN IN A 24-HOUR PERIOD, MAINTAIN A RAIN RIGHT-OF-WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) GAUGE ON SITE AND KEEP RECORD OF THE RAINFALL AMOUNTS AND DATES. - SF SILT FENCE AND NCDOT STANDARDS. - EXCAVATION AND GRADING PLAN NOTES: 6. OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS, SUSPENDED SOLIDS, OIL SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR EVALUATE THE EFFECTIVENESS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS LEAVING THE DISTURBED AREA, TAKE IMMEDIATE ACTION TO RALEIGH LEXINGTON ROCK CHECK DAM ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID CONTROL THE DISCHARGE. 9131 ANSON WAY 1070 SOUTH LAKE DR. FACILITIES. CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED 7. KEEP A RECORD OF THE INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE DISTURBED LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT. SUITE 204 SUITE A CONSTRUCTION GRADES. MAKE THESE RECORDS AVAILABLE TO THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON REQUEST. RALEIGH, INC 27615 LEXINGTON,SC 29073 ENTRANCE/EXIT 919/573-6400 803/366-0507 UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF 8. MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THE OPERATING EFFICIENCY AT OPTIMUM AND MAINTAINED AT MINIMUM 50% CAPACITY. GRAPHIC SCALE INLET PROTECTION OFF-SITE BY CONTRACTOR, AT AN APPROVED PERMITTED LOCATION. BEFORE ANY MACHINE WORK. IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED BY THE SITE 9. EARTH BERMS ON SEDIMENT TRAP AND DIVERSIONS TO BE STABILIZED WHEN INSTALLED. 50 o u 50 toD zoo EROSION PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIRES DURING THE COURSE OF THE PROJECT. LACK OF THE 10. GROUND COVER ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1 TO BE ESTABLISHED WITHIN 7 DAYS AND 14 DAYS ON OTHER AREAS FOLLOWING COMPLETION OF ANY PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS AND PHASE OF GRADING. DISSIPATOR PAD GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION, AND SEDIMENTATION STRUCTURAL FILL: 11. GENERAL CONTRACTOR WILL KEEP THE STREET AT THE CONSTRUCTION ENTRANCE CLEAN. _ ALL NEWLY PLACED STRUCTURAL FILL OR BACK FILL SHOULD BE COMPACTED TO NOT LESS THAN 95% OF THE IN FEET ) - STANDARD PROCTOR MAXIMUM DRY DENSITY EXCEPT IN THE FINAL FOOT BENEATH PAVEMENT STRUCTURES WHERE THE (THIS IS NOT A COMPLETE SUMMARY OF THE GENERAL PERMIT CONDITIONS AND SHOULD NOT BE RELIED UPON FOR COMPLIANCE PURPOSES. A COPY OF THE GENERAL PERMIT CAN 1 inch = 50 ft. CONTROL PLAN REQUIREMENT SHOULD BE INCREASED TO 98% OF THE PROCTOR MAXIMUM DRY DENSITY. IT IS.NOT ANTICIPATED THAT BE DOWNLOADED FORM THE DWQ STORMWATER AND GENERAL PERMITS WEBSITE AT http://h2o.enr.state.nc.us/su/PDF-Files/SW_General-Permits/NCGO1000O.pdf) SYMBOL LEGEND EITHER DIFFICULT EXCAVATION OR GROUND WATER WILL BE ENCOUNTERED FOR CUT DEPTHS UP TO 15 FEET ON THIS F SITE. ALTHOUGH THE SOIL APPEARS TO BE WELL SUITED FOR REUSE AS STRUCTURAL FILL, IT SHOULD BE RECOGNIZED F (DRAINAGE AREAS) THAT CLAY SOILS ARE SENSITIVE TO MOISTURE; AND THEREFORE, IT IS RECOMMENDED THAT EARTHWORK ST B A R TLE TT EROSION AND SEDIMENTATION PROPOSED CATCH BASIN � � PERFORMED DURING THE DRIER MONTHS OF THE YEAR. THE CONTRACTOR SHOULD BE PREPARED TO MOISTURE �\ 11� rlrrrr CONDITION THE SOILS AS NECESSARY IN ORDER TO IMPROVE THE EFFICIENCY OF THE COMPACTING OPERATIONS AND rh ENGINEERING & SURVEYING, PC PROPOSED SEWER MANHOLE EFFORTS. % � PROPOSED FITTING GATE VALVE N 1906 NASH STREET NORTH TELE: (252) 399-0704 CONTROL PLAN PHASE 1 PROPOSED SEWER MANHOLE OFFSITE BORROW / TRENCH BORROW: r WILSON, N.C. 27893 FAX: (252) 399-0804 DFFSITE BORROW MATERIAL PLACED ON SITE SHOULD BE LOW PLASTICITY (PI LESS THAN 25 AND LL LESS THAN 50) \- LICENSE NO. C-1551 www.bartlett.us.com 1111 CD PROPOSED WATER HYDRANT ♦ AND SHALL BE FREE OF ORGANIC MATERIAL OR DEBRIS PLACE FILL IN 8" TO 10" LOOSE LIFTS AND COMPACT TO 95% < - 20106N _ (PRE-DEV. DRAINAGE AREAS) PROPOSED WATER LINE -W- OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D698. THE MOISTURE CONTENT OF THE SOIL SHOULD BE " ' - DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: MAINTAINED WITHIN t 3 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT DETERMINED BY THE SAME TEST. ,� v,.A .AT "A A,~s Pricing PROPOSED SEWER LINE �' OFF-SITE BORROW MATERIAL TO BE OBTAINED FROM A PERMITTED SOURCE. g-'�;+' i"jrk}`p1' %V, �r'INF'�" C SCALE: 1" = 50' DRAWN BY: LR,PH 11-140 PROJECT NUMBER EXISTING WATER LINE -�- �i �PJ �'\ �� CITY OF JACKSONMLLE ONSLOW COUNTY EXISTING SEWER LINE -+ - °rgarsHB P\\.\\� - REVISIONS: CODE: MBAJ - DWG FILE: 1153SP6 NORTH CAROLINA ZONE: B-1 1 2 3 4 5 6 7 g 02.03.12 C302 RELEASE DATE SHEET r P 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT 2 3 4 5 6 7 Q TO BE USED ON ANY OTHER PROJECT AND IS TO BE RE rURN ED ON �J REQUEST. y� 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONSWMICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH ARE MORE FULLY DEFINED ELSEWH ERE ON THIS PROJECT OR OTHER INV. A✓ � / / \ \\ DRAWINGS OF THIS PROJECT. \\ , 39.82 J7 I \ -� \ STANDARD EROSION CONTROL NOTES: GENERAL NOTES: \ \\ \ \�® SILT FENCE TO BE INSTALLED AS SHOWN ON PLANS OR AS DEEMED NECESSARY BY VISUAL OBSERVATION. p THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE NPDES PHASE II REQUIREMENTS. �, ^� `�/ \ REQUIREMENTS INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: LOCATION, QUANTITY AND PLACEMENT OF DRAINAGE PIPES AND EROSION CONTROL DEVICES MAY VARY TO BETTER V , ,S \ 57 \ \ CONFORM TO FIELD CONDITIONS. REVISIONS \ \\ � P \�; /� I. IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF STORM DRAINS TO BE INSTALLED AS SOON AS POSSIBLE MATH PROPER INLET PROTECTION. \\ EX. 15" SITE DATA: THE PLAN ON SITE. DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL \\ N \\ \ CMP PLAN WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT. - No. DATE DESCRIPTION \\\ \ \ \ ll \ \\ INV:39.32 /> TOTAL LOT AREA: 75.03f ACRES - - CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS OF ALL ENCROACHMENTS & PERMITS 1 1- 7-2012 CITY OF JACKSONVILLETRC COMMENTS 2. PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED. A \\ \\ \ \ TOTAL DISTURBED AREA: 3.40f ACRES PETROLEUM PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS. DISPOSE OF SPENT FLUIDS Q \\\ \\ \ \ ` , \\ \ s�@, � / _� \ APPROPRIATELY. CONTRACTOR 'IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS. \\\\ \ \ �'A\ \ \ '7 3. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF EXISTING UTILITIES 48 HOURS MINIMUM PRIOR TO \\\\\ \ \\ \ \ INSECTICIDE, FUNGICIDE AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS. EXCAVATION. \\\\\\\ \ \ O \\ 4. CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE SO THAT THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT OR CITY NO ADVERSE IMPACT TO WATER QUALITY OCCUR. RIGHT-OF-WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS. S. INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN CALENDAR DAYS INV- - -\ \ \ , (TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGE TO STREAMS ON THE LATEST EXCAVATION AND GRADING PLAN NOTES, - \ ` \ EPA-APPROVED 303(d) LIST) AND WITHIN A 24-HOUR PERIOD OF ANY STORM EVENT OF MORE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR \ 39.17 \ \\ / A-#* ` \ \ II THAN 0.5 INCHES OF RAIN IN A 24-HOUR PERIOD. MAINTAIN A RAIN GAUGE ON SITE AND KEEP ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID \ \\ RECORD OF THE RAINFALL AMOUNTS AND DATES. FACILITIES. CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED `• GRADES. i INV. // \ ` / / / I 6. OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS,/ ` \ \ SUSPENDED SOLIDS, OIL SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND EVALUATE UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF \ 39.04/ 7 THE EFFECTIVENESS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES. 1F OFF-SITE BY CONTRACTOR, AT AN APPROVED PERMITTED-LOCATION. SEDIMENTATION IS LEAVING THE DISTURBED AREA, TAKE IMMEDIATE ACTION TO CONTROL THE �j\S EX CB \� / /) DISCHARGE. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED BY THE SITE TOP 41.60 '< 1 \ \ / All \' PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT. LACK OF THE v INV, 39.20 �. -x� EX. 15 \ \ 7. KEEP A RECORD OF THE INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS AND \' \ CMP \\\\N I / / DISTURBED LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT. MAKE THESE GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION. - O // 1 RECORDS AVAILABLE TO THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON O 'INV:39.14 EX. C I (� \ , \ \I TRENCH \ I � / / REQUEST. STRUCTURAL FILL: _ \3\43\\ \ \ \\ DRAIN J �- I I / ALL NEWLY PLACED STRUCTURAL FILL OR BACK FILL SHOULD BE COMPACTED TO NOT LESS THAN 957 OF THE � _ ^ - !/ Ob \ „ G I ( \ 8. MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THE OPERATING EFFICIENCY AT STANDARD PROCTOR MAXIMUM DRY DENSITY EXCEPT IN THE FINAL FOOT BENEATH PAVEMENT STRUCTURES WHERE THE Q , I / OPTIMUM AND MAINTAINED AT MINIMUM 50% CAPACITY. REQUIREMENT SHOULD BE INCREASED TO 98% OF THE PROCTOR MAXIMUM DRY DENSITY. IT IS NOT ANTICIPATED THAT y 4� O \$ / \�• g`g\7\ \� I I - J / EITHER DIFFICULT EXCAVATION OR GROUND WATER WILL BE ENCOUNTERED FOR CUT DEPTHS UP TO 15 FEET ON THIS •., r_f ? • � '\ \ \, ,\ >\� \ \\\ / Y Y 9. EARTH BERMS ON SEDIMENT TRAP AND DIVERSIONS TO BE STABILIZED WHEN INSTALLED. SITE. ALTHOUGH THE SOIL APPEARS TO BE WELL SUITED FOR REUSE AS STRUCTURAL FILL, IT SHOULD BE RECOGNIZED B / THAT CLAY SOILS ARE SENSITIVE TO MOISTURE; AND THEREFORE, IT IS RECOMMENDED THAT EARTHWORK BE /') \ \\\IN V.. �ti \\\ � I / ' I 10. GROUND COVER ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1 TO BE ESTABLISHED PERFORMED DURING THE DRIER MONTHS OF THE YEAR. THE CONTRACTOR SHOULD BE PREPARED TO MOISTURE ) 0 \ I `] WITHIN 7 DAYS AND 14 DAYS ON OTHER AREAS FOLLOWING COMPLETION OF ANY PHASE OF CONDITION THE SOILS AS NECESSARY IN ORDER TO IMPROVE THE EFFICIENCY OF THE COMPACTING OPERATIONS AND ( ` ` 1.r1 / \ GRADING. EFFORTS. B n __ ice _ Qv A \ / w \ \ II o SILT BMP LA::) MENT 11. GENERAL CONTRACTOR WILL KEEP THE STREET AT THE CONSTRUCTION ENTRANCE CLEAN. OFFSITE BORROW / TRENCH BORROW: �4i� _ � \\ �\ J/ I / FENCE I\� �. OFFSITE BORROW MATERIAL PLACED ON SITE SHOULD BE LOW PLASTICITY (PI LESS THAN 25 AND LL LESS THAN 50) '- , -" PERITIA 1^ Y� 1 (THIS IS NOT A COMPLETE SUMMARY OF THE GENERAL PERMIT CONDITIONS AND SHOULD NOT BE AND SHALL BE FREE OF ORGANIC MATERIAL OR DEBRIS PLACE FILL W 8" TO 10" LOOSE LIFTS AND COMPACT TO 95% \ 1 - RELIED UPON THE COMPLIANCE PURPOSES. A COPY OF THE GENERAL PERMIT CAN BE DOWNLOADED OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D698. THE MOISTURE CONTENT OF THE SOIL SHOULD BE "'(((�' O1U \ \\ \ \ \ CHECK - - \ RZ c`. // N G ( , - \ � / FORM THE DWQ STORMWATER AND GENERAL PERMITS WEBSITE AT \ \ MAINTAINED WITHIN t 3 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT DETERMINED BY THE SAME TEST.DAM \\\`VWhttp://h2o.enrstote.naus/su/PDF_Files/SW_Gener0lPermits/NCG010000.pdf) OFF-SITE BORROW MATERIAL TO BE OBTAINED FROM A PERMITTED SOURCE.'OEWATER \>/ �� \ Nv1\\ I \ I � NEW 383, �r1 I\ 9� _ r 6' /' ATTACH \ >s \ MAINTENANCE \I SKIMMER TO �� / /4 / - OUTLET / s e ,9• /.:, \ ;:;y \ SKIMMER SEDIMENT BASIN SCHEDULE OUTLET T= BUILDING STRUCTURE -�\� SKIMM TOTAL DISTURBED Tc Cc I Q=CIA REQ / Ap. /. ;-;•:�'•;-;•, ,-,.; / T WEIR PROP REQ PROP PROP SKIMM ORIFICE DEWATERIN �\ \` \ 4\, �.:;;.::::: ';:;:;.•:;:;. I \ / BASIN AREA AREA RUNOFF INTENSITY Q-10 SURFACE LENGTH WIDTH DEPTH LENGTH BAFFLES SURFACE VOL SIDE SLO VOL SIZE SIZE TIME / I I` - \I, I I Cy \\�C^�\\ jib i�i �/ ;\ 36 �N�/•,., ,:,-• \ // SB# , ACRES ACRES MIN COEFF IWHR CFS SQ FT FT FT FT FT REQ SQ Fr I CF FT/FT CF N N DAYS SCO#- 100858601A NCCS # - 1813 + 2 I 3.56 3.38 5 0.67 8.99 21.44 6969 WA WA D.76 20 20906 6084 3:1 14315 2.0 2.00 3.80 I I I /II I �.� �,� \ c^ //�// �/ %0310- v\ ` APSE/...:;: ':•:•.•>:•. :':•:':':•:•:•>:':':•:•:':•:•: :•: .'.•:': :• \��' I`/ I I I I I I g�`P✓;:} '-{>.•:•:•. '•:•:•:•>:•::y;:::i:C iiiii: i>i.'.•:•i: :i ,`,\, ••REQUIREDVOLUWDI 1800CUFUDISTURBEDACRE ��- - -�I�-�� I I I I I - �, yA. /` /. .<:-:•`:': :>.; : PILL•, !: ::->: : : : : ; : :; C fro DISSIPATOR PAD/OUTLET SCHEDULE - I / . ' 'i' ' ' sio: : - FLOW Q FROMPIPETAB II I I I ( ) LE AND TEMP.DIVERSION CALCULATIONS NUMBER APRON APRON - STONE D50 OUTLET CHANNEL CHANNEL CHANNEL I 1 1 Q LOCATION fu � ( ) Q f II V 10 PIPE DIA OF PIPES �( ) ( ) ( ) E LENGTH WIDTH CUSS \ A I DEPTH STONE PROTN DEPTH BOTTOM SIDE 1 1. . . . . . . . . . . . ... . ... . .. • . / / � � . ;r" 11•- - CFS CFS FPS FPS( INCHES ZONE M La FEET FEET STONE INCHES S \ -.'. 1r:•::•:-:'<.}y{.;i>:;{:;i:}i:{ :�}ii.•ii:•'-: :' :-:� ''';. -'.•. .•.'. ( ) IZE TYPE FT FT Ao, f. -r DITCH#1 NA 0.48 NA 1.55 7 1 4 I I \ \ l .' I t 1 1 2 s A 1e z°-s^ B 1.00 r '•' 4 I f :;. � Y •.•.• ' I 11 f FES#4 3.54 0.48 2.88 0.39 1 I I I I I ( \ \ �o'. \ y., > `tc >.•.I; . . I SEiLL �� \ _ : :':' : ::•;; ';>:•:•:•:•}:':•:•:'?: : '•: .•:'':' DITCH#28 NA 7.63 NA 4.52 16 1 4 1 5 8 A 18 2"-6" B 1.00 2 �T 3: 1 I I I I I \o \ r'"t? . \.:.r.':�' \t. �: : : l-:'.•:• .•:'.•.'.'. :L: jfPI:LL''• . . DITCH#3 NA 2.87 NA 2.94 1 �- I I 46• \•� r ,, ,\ .\1.X\, • .{. . . . _ •, \ 2 1 4 1 4 6 A 18 2"-6" B 1.00 0 3: 1 ( _ , EXTEND DISSIPATOR UP ALONG SIDESLOPE OF POND BANK I \ • - 4 I I I I . � ,.\ � '.� : .. . . . : , . - - NOT F\ Pipes: o- I P D Pipe Diameter; - O.\ . . . :•:-�- %::.•:•:••-:': : '•' :. t r Channels:Do Square root of the cross sectional R . . . . . . . . . . . . . . . . . . . . . . . . I I I � � .'\ : :':-:'}:': .'.l. q 4 nal area of at channel outle - 1I I 7 \. \- La-Mx Do' IFN>1 La-1.25x o - MxD I I I � rC , J!e:':<'`:' .':'. - T eAW-4xPi eDiameterT eB:W-Channe Boo + e\ 1 . .•.�•.'.'.'.'.'."•.-. . . . . . . . . ./ YP P Yp I Bottom Sides up to top of bank I I I , 'r' s."s' \ �: :�SI?IL'L-•:•: :,>:....,... .•......... .... .o..,, .,l) . .\ . . . . . . . . . . . . . . . . . . . . . . . . . . . <T eAd=use table• _ -----r--- CONSTRUCTION I I Y �: / \ \ \ . . .y. •.�. 4q,. ..L. .• ,r1l� :;.;:•.;.:.. '...:.:.:...:... .:.:..:::..:...:..::.:.:.: '.. ;_•.;:;.,..:::•:•.•:;. :;.;:• ;.;:. ':;:, I YP ,Type B:d 1.5 xMAX STONE SIZE � � I --� I % 1*PIPE DIAMETER IS 1_25 OF THE EQUIVALENT DIAMETER FOR THE GIVEN FLOW I \ 1 CURB:':•:•: - -- I ti 1 '«>. ;:, 1 . ... .- TEMPORARY DIVERSION CALCULATIONS II I \ . .� . : . .r. . l . . . CONSTRUC110N / . ..... - - I --:;. , AZ. ....L.IrI .. . 10-YEAR DESIGN STORM 1 � 4. o N I .1. . / •i/ i' i: :•i?: /:. n- 0.015 Q-CIA r f11 _ I I . . . . . . . . . .__ .� �. . ) J - - o I t •'.( 1 \ I .,. . ,�.,.,.,.,./. .,.,.,. .r 1,�. LOCATION DRAINAGE DRAINAGE RUNOFF RAINFALL REQUIRED DITCH BOTTOM FLOW SIDE FLOW WETTED HYDRAULIC o 1 ( I \ .� ,:•:':•. :':': .•:•.`:;:;'•:;::. MANN. ACTUAL TOP SHEAR I 'TEMP. PERM '•i:•'':•:•.•i:•:':':•:•:•:•'•: .•:tiiG is :'':'. : : '.•. .{ I .. .. �. .4. . . . . . . . .,. .]. . . . .,. . . AREA AREA �COEFFICIENT 10-YEAR FLOW SLOPE WIDTH DEPTH SLOPE AREA PERIMETER RADIUS V ., ILI I ! ' ' '.;.}•':.;:;'•:;.;. '.' . I I EL CAPACITYWIDTH STRESS LINER LINER D I 61 . I / \. \ , ./:.,;`- ::;:::$PI �: ',;• - s�L'�< ,•; ;' . . . • I ': : ' : . . :. .' 4„ SQ.FT. ACRES I C 1 IWHR Q s d 1 y M A I P R V Q I W STRESS I REQUIRED REQUIRED III f. 1 . .�.; . . I .y. : .;.• ;:; ;:;. ;:': •:•: : .:.:. ::::: ::::: ::: .:: :.. . z I FES I I \ . __=:Y : . CURB ' ' r . )A- . •. . ,. . F LIMITS OF DrrcH#,..; ( � --`.�,�,',�<�� J , , - , ,• � - /:.:.::::.:.:.:.:.. :...:::.:•• - - . _:,;.• :•;•. . S 14020.173 0.09 1 0.58 L_8.99 0.48 ( 0.0030 0 J 0.321 1 3 10.31 2.03 1 0.15 1 1.55 0.48 1.93 2 I I - ,;. .;, ��\` 43o f Jy ;:.: ';:•>:•. . . . . . . . . . DITCH#2A I I 0.06 I NO I NO 1 r 1 ;�, ,' �j, f .. . .'.',': ';::':';''' :'.;':'>; :•: DISTURBANCE 25468.72 0.58 0.63 1 8,99 3.31 0.0030 2 0.421 3 1.37 4.66 0.29 2.41 3.31 1 4.53 0.08 YES NO DffCH#2B 51318.86 1.18 0.72 8.99 7.63 0.0090 2 0.487 3 1.69 5.08 0.33 4.52 7.63 4.92 0.27 YES YES DRCH#3 21052 0.48 0.66 8.99 2.87 ( 0.0050 0 0.570 3 0.98 3.61 0.27 2.94 2.87 3.42 0.18 YES NO 'USE NORTH AMERICAN GREEN SINGLE NET EROSION CONTROL BLANKET DS75 OR EQUIVALENT' 1 IIIII F 4z '�" ` / \ :� ?i?i: }i:•}} • - ' • • (� SEE FULLY VEGETATED SWALE CALCULATIONS FOR PERMANINiLINER NEEDS -- I o� , =41D \ : >-' SILT DITCH CALCULATIONS-FULLY VEGETATED CHANNELS \ �:-: ., : : ' :::;. : : . ' ' ' 1-0-YEAR DESIGN STORM n VALUES OBTAINED FROM CHART 8.05c OF THE INCROSION AND SEDIMENT CONTROL PLANNING AN DESIGN MANUAL/DITCH#1 s=o.7sz \ \ .... .. . .. . . . . . FENCE ( ) , IIIII 111 n .• •.%'. .•.', LOCATION PERM DRAINAGE C RAINFALL REQUIRED DITCH BOTTOM FLOW SIDE FLOW WETTED HYDRAULIC MANN. ACTUAL TOP WIDTH SHEAR VR FROM CHART IIIII I I \ '; r .•••.' '.'. II I \ \ I LINER AREA COEFF 1D-YEAR FLOW SLOPE WIDTH DEPTH SLOPE AREA PERIMETER RADIUS VEL. CAPACITY (FLOW] STRESS (RxV) 8.050 I I 1 REQUIRED ACRES IWHR Q s d IIIII \ _ MATERIAL Y M . P R V Q W (Ibs/sq.ft.) p8.05.07 I � / TEMPORARY LAYDOWN AND PROVIDE SILT �.Li-.cH#, I No I 0.09 osB ass 0.48 0.0030 0 os3 3 z.os 5.24 0.39 0.23 0.48 497 0.15 o.os 0.19 INV. III 11 I rl , STOCKPILE/ STAGING 1 FENCE OUTLET AT DITCH#2A NO 0.58 0.63 8.99 3.28 0.0030 2 1.04 3 5.33 8.58 0.62 0.62 3.28 8.24 0.19 0.38 0.10 4o.5al 111 II I WASTE AREA AREA LOWEST POINT DITCH#3B NO 048 1 0.66 8.99 7_87 0.0050 1 0.98 3 3.89 7.23 0.54 0.74 2.87 6.91 0.31 0.40 0.09 E � I II Ili `\ \ STORM DRAIN SCHEDULE (1 0-YEAR STORM) n = 0.013 I I E I I II I I SF \ _ Q=CIA CHARLOTTE SHELBY I I I \ A tc I Cc Cc Q10 -- - - 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. EROSION CONTROL LEGEND I I CHARLOTTE, SHELBY,o I I I I I \ \ I FROM TO PIPE INLET INLET TOTAL INLET PIPE TIME OF INTENSITY RUNOFF RUNOFF DSCHRG SLOPE Dtheo SIZE VTull Qfull LENGTH SEGMENT UPPER LOWER CHARLOTTE,NC 28208 SHELBY,NC 28151 RUN AREA AREA AREA TIME TIME CONC COEFF COEFF ELEV EXISTING CONTOUR PIPE TIME INVERT INVERT 704/731-7000 704/406-6000 �- (SF) (ACRES) (ACRES) (MIN) (MIN) (MIN) (INMR) (CFS) (FT/FT) (INCHES) (INCHES) (FT/SEC) (CFS) I (FT) (MIN) ELEV PROPOSED CONTOUR CONSTRUCTION SEQUENCE: IN FES#4 M 1 4020 1 0.09 1 0.09 1 5 1 0.0 1 5.0 1 8.99 1 0.58 1 0.58 1 0.5 1 0.0030 1 7.1 1 15 1 2.9 1 3.5 1 46 I 0.3 1 39.75 39.62 LIMITS OF DISTURBANCE 1. OBTAIN PLAN APPROVAL BEFORE STARTING PROJECT. A PRE-CONSTRUCTION MEETING MAY RALEIGH LEXINGTON BE REQUIRED AT THE DISCREIIDN OF NCDENR. ADDITIIONAL INFORMATION MAY BE REQUIRED -x-x- SILT FENCE BY APPROVING LAND QUALITY ENGINEER BEFORE PLAN APPROVAL IS ISSUED. 9131 ANSON WAY 1070 SOUTH LAKE DR. SUITE 204 SUITE A 2. NO WORK TO BE DONE ON SITE UNTIL THE EROSION AND SEDIMENT CONTROL PLAN HAS RALEIGH,NC 27615 LEXINGTON,SC 29073 ROCK CHECK DAM BEEN APPROVED AND PERMIT ACQUIRED OR A NOTICE OF VIOLATION WILL BE ISSUED. 919/573-6400 803/356.0507 3. INSTALL APPLICABLE E&S CONTROL MEASURES PRIOR TO ONSET OF ANY LAND DISTURBING GRAPHIC SCALE OUTLET PROTECTION (INCLUDING DEMOLITION) ACTNWS. INSTALL CONSTRUCTION ENTRANCES AND SILT FENCE ' ACCORDING TO PLAN AND AS NEEDED BASED ON FIELD CONDITIONS. MAINTAIN DEVICES AS 40 0 20 40 e0 160 EROSION NEEDED. POND WTH OUTLET STRUCTURE WITH SKIMMER TO BE CONSTRUCTED,CONSTRUCTION 4. CONSTRUCT ALL DITCH AND LAY STORM DRAIN PIPES AS SHOWN ON PLANS PRIOR TO ENTRANCE/EXIT START OF GRADING. INSTALL TEMPORARY EXCELSIOR MATTING IN ANY DISTURBED AREAS OF AND SEDIMENTATION DITCHES AND CHECK DAMS. ALL DITCH LINING TO BE EXTENDED TO TOP OF DITCH BANK. oQa�a� ROCK DAM IN FEET 5. GROUND COVER TO O ESTABLISHED ON PERIMETER AREAS AND SLOPES GREATER THAN D 1 .inch = 40 ft. CONTROL WITHIN 7 DAYS OR SOONER FOLLOWING COMPLETION OF ANY PHASE OF GRADING. GROUND FSURFACE WATER FLOW STABILIZATION ON OTHER AREAS MUST BE WITHIN 14 DAYS. 6, AFTER PARKING AND DRIVEWAY ARE PAVED, AND ALL DISTURBED AREAS ARE STABILIZED B A R TILE TT F PLAN 2 INLET PROTECTION COMPLETELY, INCLUDING WASTE PILES, REMOVE TEMPORARY MEASURES AND All UNSTABLE L SEDIMENTS. SMOOTH AREAS ro BLEND WITH ADJOINING AREAS AND STABILIZE PROPERLY. ,` �� ENGINEERING & SURVEYING, PC EROSION AND SEDIMENTATION - © 7. PUMP OUT WATER FROM POND USING DEWATERING BAG. REMOVE SEDIMENT AND RESTORE � � DITCH POND.TO ORIGINAL DESIGN DIMENSIONS. Yq� WILS N. N.C.STREET NORTH TAX: (252) 399-0804 CONTROL PLAN PHASE 2 •� WILSON, N. 27893 FAX: (252) 399-0804 -- 8. REMOVE ALL TEMPORARY MEASURES ONLY AFTER AN INSPECTION FROM THE LAND QUALITY SEAL\�7 \ LICENSE NO. C-1551 www.bortiett.us.com 1111 CD DITCH W/ TEMP. LINER SECTION. = 20106 �/3 DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: 9. ALL APPLICABLE EROSION & SEDIMENT CONTROL MEASURES MUST BE MAINTAINED UNTIL :f 4,b" ��O (� (O� A\ Pricing PERMANENT VEGETATION IS HELL ESTABLISHED. 4f; wi',%'�%']fi� y A G)NE SCALE: 1" = 40' DRAWN BY: LR,PH 11-140 PROJECT NUMBER -��' CITY OF JACKSONVILLE ONSLOW COUNTY �'•r•�n,SI�BPp�•`�� REVISIONS: CODE: MBAJ NORTH CAROUNA DWG FILE: 11535P6 ZONE: B-1 1 2 3 4 5 g 7 g 02.03.12 C303 RELEASE DATE SHEET 7 7_.7 ,_ I Nt 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTUREAND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT 5 6 7 TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON $ 3 4 REQUEST. 2 MATERIALS,DIMENSIONS AND ALL OTHERCONDITIONSWHICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH Dewatering Bag Standard Drawing ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER L = The distance such that points DRAWINGS OF THIS PROJECT. P The purpose of a Dewatering Bag is to collect sediment contained in the discharged water, to prevent the AI•m R;scmt)y A and B are of equal elevation scour and erosion from water exiting a pipe at high velocity, to defuse the water over a wider area t0 8'm011 standardsiren Ih fabric With wire fence minimize erosion as the water drains away, and to retain oil contained within effluent, b'max.axrra strength fabricwithour wire fence A B A SedCatch® dewatering bag or approved equal should be used anytime water is pumped on the site. r 'C Fncla:ura V41f, � r ;rr- -B9' ' rw� REVISIONS __ air✓`,,,;= L Steel i }L'�la,irj!,Tifn ! �..rT- �t 4 c->::•r'T.r ® • post 11 nEN!". �-ir'- NO. DATE DESCRIPTION SedCatch Dewatering Bag Water Entry � i �t r� �i - rti I�� rl)i h�l fly} 11 1-17-2072 CITY OF JACKSONVIL ETRC COMMENTS A =u-I PERSPECTIVE VIEW unit � I�'a, r t* taz a , � l www.SedCaich.com } `r «i ry41 Plastic or s wire ties /t t II PVC Fad fvdC vane < fL i ,' "�''. ' /"` INSERT DISCHARGE PVC Elbow, pie Schadlule4Q s� fiarrafi za Figure 6.83a Space check dams in a channel so that the crest of downstream dam is at elevation Of the toe DI upstream dam. PUMP HOSE 5ft IN BAG rap P PveDPipa fence t,t L Y' 1l'R,+ 1' t"' I_rL Jii 1� .ttITltitn nr t-I., '`i.r It i•I' f i ' Ii'31.} Natural . . . . . . . . . . . . i t 1 nr va P r -1 n Ti.. L � L-rA-: CHECK DAM SPACING DETAILS - ,' ' ' ' . ' ' • ' ' PVCEnd 1iY< Yni�, " I �l r ground NO SCALE Caplrl �iti xTil Ir r� ; ,.1 r /� !� f ��"FtM li-t'ir re',._'Ttt'C'� Ifn'RI'-ri i'L r x"i filly r Il SUCTION HOSE �� schedule 40 �l DEWATERING PVC Tea f PVcPip* PVCPipa a"dbwnaa 1.5'min. BAG `� s� PVC Taa OP)'tafitm 24„ f the t ench� 9'min / -Ill-III III .� - Underside FPaxibla .. . . Filter Ha1ns in -III-III-III-III.- + _ fabric • \ •� . ' • irra -- -- t�1r 1Ar�A b� III-III-III-III- II III WI-+ - . � i . i-I I - I I-I I EA I -I -I I Bpttam 5urfaca DISCHARGE C HOSE WRAP ROPE -I I I I I 1 I-III-I I III ENE`VIEW FRONT VIEW fence III I -III 6 TIMES -III=1 I II II I cross-Section I-III III O Filter cloth I- View -III-I I -III III=III I _ 1 Plan View Filter _ I I-III-III-III- Figure 6-64a Schematic of a stiimmer,from Penns mania Erosion and Sediment Pollution Control Manual, Steel fabric Backfill trench ,� 0�Z 12'of NCOOT#5 or#57 III-III III-II 9 Y• i Natural washed stone1.5' BdafDSa 2tY00_ past �y ground kC 1 N A4J..i- E� O B Class B Riprop 3 f L t ' Installation and Use: B( Upstate .R. 2'max.at 1. Place SedCatchO Dewatering Bag on the ground or on a trailer over a relatively level, stabilized area. mn • .•, �\fI31 ram.. fie rat center •1' 2. Insert discharge pipe a minimum of oft. Inside SedCatch® dewatering bag and secure with a rope ' ' '• e•• `^ 4 f� Filter Cloth T y 9i ,L,- -. ((Included) wrapped 6 times around the snout over a 6 inch width of the bag. SKIMMER DETAIL 24.. .Ir• �7•,��;�:•: min ,r) '-PeslnA,-,I,• V� r 3. Reploce SedCatch®Dewatering Bag when half full of sediment or when the sediment has reduced\ NO SCALE 1' `: w., the flow rate of the pump discharge to an impractical amount. 4'to 6' Maintenance and Disposal: UNIT.y G Cross-Section View 1. Remove and dispose of accumulated sediment away from waterways or environmentally sensitive areas. Slit open Sediment Bag and remove accumulated sediment. Dispose of bag of an appropriate Figure 6.83b Slone check datnslone should be placed overthe channel banks lokeep waterfmmartbng around the recycling or solid waste facility. OR; as directed by engineer or inspector. A� dam. Figure 6.62a Installation detail of a sediment fence. NEW EW CHECK DAM CROSS-SECTION VIEW MAX. e' MAX. PLACE POSTS Y.NO SCALE MAINTENANCE IS , r AT LOW POINTS 70°• BUILDING Y `6 Table 6.62b Specifications For Sediment Fence Fabric CONSTRUCTION SPECIFICATION: y �' ' _ W % 1 MAX. Y 'S qJ0 Temporary Silt Fence Material Property Requirements 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION. Supported' USiltFerice Type of SCO # - 100858601A NCCS # - 1813 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE W W N5 W y W xW �� / Test Material Units SIN Fence Silt Fence Value CHANNEL BANKS. N• Nr .V .k .V W W W W y Q4r� Grab Strength ASTM D4632 N(lbs) 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF 5' MIN. - v, W W ` e O Machine Direction 400 550 MARV C THE CHECK DAM. (90) C 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE W W TOE ELEVATION OF THE UPPER DAM. 6" MIN. X-Machine Direction 400 450 MARV 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION. (90) (80) 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. tib 2. 7. ENSURE THAT THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAAGE FORCED, T Permlttblry' ASTM D4491 soo-1 0.05 0.05 MARV REIN STABILIZED OUTLET OR BLOCKAGE FROM DISPLACED STONES. - Apparent Opening Size' ASTM D4751 mm 0.60 0.60 Max.ARN MAINTENANCE: FOR SILT FENCE 2-3" COARSE AGGREGATE (US brava p) (30) (30) k 70%after 70%after INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (Y2 INCH OR GREATER) RAINFALL NO SCALE Ultraviolet Stability ASTM O4355 Retained Soon or exposure 500h of exposure Typical EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE Strength CHANNEL WHEN NEEDED. 1 Slit Fence support shall consist of 14 gage steel wire with a mesh spading of 150 mm(6 Inches),or prefabricated poylmer mesh of APPLICABLE AT AM. POINTS OF INGRESS & EGRESS UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF THE DEVICE AND TIMELY equivalent strength. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES MAINTENANCE MUST BE PROVIDED. 'Those default values are based an empirical evkianco with a varlery of sediment For environmentally sensigve areas.a review of OF THE DAM. CORREDT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL SUBGRADE PREPARATION NOTES: previous experience and/or sae or regionally specifiegeotextie tests in accordance with Test Method D 5141 should be performed ®� MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL. by the agency to confirm suitability of these requirements. REMOVE BRUSH, TREES, STUMPS, AND OTHER OBJECTIONABLE MATERIALS. A. 2-3^ COARSE_AGGREGATE SHALL BE USED. PAD TO BE 100' L X 20'W X 6"D As measured in accordance with Test Method D 4632 REMOVE SEDIMENT ACCUMULATED BEHIND THE GAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE FOR B. TURNING RADIUS 70 BE SUFFICIENT TO ACCOMMODATE LARGER TRUCKS C.CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE EXCAVATE DEEP ENOUGH FOR BOTH FILTER AND RIPRAP. COMPACT ANY FILL MATERIAL TO THE DENSITY OF SURROUNDING 0. MUSABEEMAIINTANED IN A CONDITION WHICH(S) SHOULD BE LOCATED TOPROVIMAXIMUM TRACKING ORR DIB ECTLFLOW OTFURAFl ON OS STREETS.DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. UNDISTURBED SOIL. PERIODIC TOP.DRESSING WITH STONE WILL BE NECESSARY, KEEP SOME ON HAND. CONSTRUCTION E. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. NOTE: OVER-EXCAVATION TO ALLOW FOR RIPRAP AND FILTER INCREASES THE AMOUNT OF SPOIL CONSIDERABLY (REF. F. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED IMMEDIATELY. °. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR INSTALLATION SPECIFICATION• Practice 6.3-tiptop lined channels). HIGH WATER TABLE. • DESIGN TOP WIDTH 2'-0' CUT A KEYWAY IN STABLE MATERIAL AT BASE OF SLOPE TO REINFORCE THE TOE. WASHING - IF{ONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT ARE NOT REMOVED BY VEHICLES FLOW TRAVELING DVW THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED WITH 1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF 10% SETTLEMENT KEYWAY DEPTH SHOULD BE 1.5 TIMES THE DESIGN THICKNESS OF RIPRAP AND SHOULD EXTEND A HORIZONTAL DISTANCE CRUSHED STONE 7H4i DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL AREA. A WASH RACK MAY ALSO BE THE FENCE. CHECK WITH A LEVEL IF NECESSARY. 11=III=III=WaII Il. ,y?y i Off FREEBOARD .? EQUAL TO THE DESIGN THICKNESS (FIGURE 6156) USED TO MAKE WASHING MORE CONVENIENT. III=III-III-III=III=III_ q-(. . . 2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD 1=III-III=III- PROTECTED D -11L=III-I I�III-IIIIIII m III-IIGII=1u-_ AREA FILTER MAINTENANCE APPLICATIONS. IShI-I �T=IT_I=III=III=hi_ 1=III-IL=11f-III=III�-iII-III-III-u=..._ 71-(fl-�lll=ITI=1I=L1-i�l_I�I-Ii,__ _ -,�I=Ill-JTEIT_I=ITI-III=1( TL=III-ITI-1 =ITI-in-1IF MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD AND SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. 3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS D ,I In-,Il-,ii-III-III-III-III-III=IIEII1�11=III-111=11LIII�11-III-IIET-111-III-III=III=11�111=11 r=III=I INSTALL SYNTHETIC FILTER FABRIC OR SAND/GRAVEL FILTER ON SUBGRADE SPECIFIED IN PLANS. THIS MAY REQUIRE PERIODIC TOPDRESSING VAR 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER - - `--..-.�-----m-,Trffc�LITI=ITI=III=ITI-III=1T TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, PRESSURE. SYNTHETIC FILTER FABRIC-PLACE FILTER FABRIC ON A SMOOTH FOUNDATION. OVERLAP EDGES AS LEAST 12 INCHES, WITH WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. - DIVERSION BERM/SWALE ANCHOR PINS SPACED EVERY 3 FT. ALONG OVERLAP. FOR LARGE STONES, A 4-INCH LAYER OF SAND MAY BE NEEDED TO 4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. PROTECT FILTERCLOTH. 5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF NO SCALE SAND/GRAVEL FILTER-SPREAD WELL-GRADED AGGREGATE IN A UNIFORM LAYER TO THE REQUIRED THICKNESS (6 INCHES CONSTRUCTION ENTRANCE THE FABRIC. ATTACH EACH THE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH MIN.) IF TWO OR MORE LAYERS ARE SPECIFIED, PLACE THE LAYER OF SMALLER STONES FIRST AND AVOID MIXING THE PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO LAYERS. NO SCALE HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING. 6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. STONE PLACEMENT 7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL PLACE RIPRAP IMMEDIATELY AFTER INSTALLING FILTER. 8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE INSTALL RIPRAP TO FULL THICKNESS IN ONE OPERATION. DO NOT DUMP THROUGH CHUTES OR ANY METHOD THAT CAUSES COMPACTION. STONE SEGREGATION OF STONE SIZES. AVOID DISLODGING OR DAMAGING UNDERLYING FILTER MATERIAL WHEN PACING STONE. 9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR UPSTREAM END IF FABRIC IS DAMAGED, REMOVE RIPRAP AND REPAIR FABRIC BY ADDING ANOTHER LAYER, OVERLAPPING THE DAMAGE AREA ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE.INCH. COMPACT THE UPSTREAM SIDE FIRST, UPSTREAM END AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS. TRENCH OF STORM DRAIN BY 12 INCHES. ff) OF STORM DRAIN PLACE SMALLER STONES IN VOIDS TO FORM A DENSE, UNIFORM, WELL-GRADED MASS. SELECTIVE LOADING AT THE QUARRY MAINTENANCE: AND SOME HAND PLACEMENT MAY BE NECESSARY TO OBTAIN AN EVEN DISTRIBUTION OF STONE SIZES. VER FLOW BLEND THE STONE SURFACE SMOOTHLY WITH THE SURROUNDING AREAALLOWING NO PROTRUSIONS OR OVERFALL (Figure SILT INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED 6.15c). FENCE REPAIRS IMMEDIATELY. I PIPE 1 TEMPORARY I•I maxelO' SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INNEFECnVE, METER 2 STOCKPILE FLOW REPLACE IT PROMPTLY. SMOOTHLY BLEND �\ �� \� \� \\ \\/\\/\\ \\/\\/\\/\ /\ /\ /\ /\ REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT C E CONTACT AREAS \�, G RAIN AND TO REDUCE PRESSURE ON THE FENCE. SEDIMENTS BEHIND THE FENCE MUST NOT BE W ALLOWED TO GO BEYOND 1/3 OF THE FENCE HEIGHT. TAKE CARE TO AVOID UNDERMINING THE FENCE DURwc cLEallouT. CHARLOTTE SHELBY 3/4" EXTERIOR 1'�I 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. BURY BOTTOM 3/4" EXTERIOR PLYWOOD a _ TEMPORARY STOCKPILE WITH SILT FENCE REMOVE ALL FENCING MATERIALS AND UNUSABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE OF PLYWOOD PLYWOOD I - AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. SUITE400 SUITE 200 NO SCALE CHARLOTTE, HAR 1077 00 NC 28208 SHELBY, C 28151 m I 4" TO 12" STEEL FENCE UPSTREAM END GRAVEL BEDDING'° SILT FENCE OF SOIL POST OF STORM DRAIN STOCKPILE STABILIZATION ATION STOCKPILES OF L AND OTHER BUILDING MATERIALS TO REMAIN IN PLACE MORE THAN THREE (3) DAYS NO SCALE RALEIGH LEXINGTON ' V - SHAPED WATERWAY WITH STONE CENTER DRAIN SHALL BE FVRNISXED WITH EROSION AND SEDIMENT CONTROL MEASURES (I.E. PERIMETER SILT FENCE). INSTALL RIP-RAP TO 0.10 DEPTH OF FLOW MINIMUM STOCKPILES TO REMAIN IN PLACE FOR 30 DAYS OR MORE SHALL RECEIVE TEMPORARY SEEDING. 9131 ANSON WAY 1070 SOUTH LAKE DR. OVERFLOW SUITE204 SUITE PIPE ?� T RALEIGH,INC 27615 LEXINGTON,SC 29073 919/573.6400 803/356-0507 DIAMETER I„ a ;• -;,;� Ir; � , it _ T _ EROSION AND WASHED STONE HARDWARE HARDWARE CLOTH III II min FILTER ACROSS CLOTH �� - - PIPE INLET SMOOTH FOUNDATION '!�"' - _ SEDIMENTATION UNDER FILTER �J� „ 1-IT .5 T min. CONTROL PLYWOOD / STONE FILTER INLET PROTECTION ....�� T STONE F LOCATION DESIGN SIZE PLYWOOD/STONE FILTER INLET PROTECTION THicKNESs RANGE v 1 Ir 1 BARTLETT F DETAILS NO SCALE (2a"Ez Rea) W. � 0 �., ENGINEERING & SURVEYING. PC EROSION AND SEDIMENTATION FES B OUTLET 18" 5"-12" �9l ` WILSON. N.C. 27893 TREET NORTH TFAX: (252) 399-0804 - (36" EX. RCP) - EAL LICENSE No. C-1551 www.bortiett.us.com CONTROL DETAILS 1111 CD 20106 = RIP-RAP CHANNEL LINING-UTILITY DITCH CROSSING 4W ,�o �cIN�� DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: Pricing - 1=• `, ' e' T S BPR vKV�� SCALE: AS SHOWN DRAWN BY: LR,PH 11-140 PROJECT NUMBER NO SCALE CITY OF JACKSONVILLE ONSLOW COUNTY ftrrrrr Lt11111.1 REVISIONS: CODE: MBAJ DWG FILE: 1153SP6 NORTH CAROUNA ZONE: B-1 1 2 3 4 5 6 7 g 02.03.12 C304 RELEASE DATE SHEET I tr if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lan View "A n DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE CONSIDERED A VIOLATION INCREASING THE RIPRAP THICKNESS. REVISIONS '� OF THE FEDERAL NPDES GENERAL PERMIT. TYPE A TYPE B v 7 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING PIPE OUTLET TO FLAT AREA WITHNO DEFINED CHANNEL PIPE OUTLET TO WELL-DEFQJED CHANNEL No. DATE DESCRIPT ON J 2. PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER PETROLEUM PRODUCTS LIMITS SHOWN ON THE PLANS. 1,3 1 : L1r 51^`uy lE'i.7E ONTO THE GROUND OR INTO SURFACE WATERS. DISPOSE OF SPENT FLUIDS APPROPRIATELY. + +-n-2012 CITY OF JACKSONVILIETRC COMMENTS rot t �.,, y,k. , ysTrJ3�}' .r- 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY ^ r 1 J+ ,y`a"r-5. 3. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY A Eafaw � I :y t .�ei j AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS. DAMAGE BY REMOVING THE RIPRAP AND PLACING-ANOTHER PIECE OF FILTER CLOTH structure t 3 Ms _n OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP '. 4. CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE SO THAT NO ADVERSE LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. A A 9 IMPACT TO WATER QUALITY OCCUR. /� W=do+La B 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE 3d0 do - - (MIN.) HANNEL .5. INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN CALENDAR DAYS (TWICE IN SEVEN W CALENDAR DAYS FOR STORMWATER DISCHARGE TO STREAMS ON THE LATEST EPA-APPROVED 303(d) LIST) AND FILTER. I d° OTTOM u WITHIN A 24-HOUR PERIOD OF ANY STORM EVENT OF MORE THAN 0.5 INCHES OF RAIN IN A 24-HOUR PERIOD. 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM + 1 y " e A,T�ms`T11: MAINTAIN A RAIN GAUGE ON SITE AND KEEP RECORD OF THE RAINFALL AMOUNTS AND DATES. STONE DIAMETER. Ss T' rldcwairrramr�T Y ' E cn 6. OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR. CLARITY, FLOATING SOLIDS, SUSPENDED SOLIDS, OIL 6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, .. `"Fdc•.ICP� srm: r SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE EFFECTIVENESS OF THE EROSION AND ANGULAR, HIGHLY WEATHER-RESISTANT AND WELL GRADED. +,ff Spillway SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS LEAVING THE DISTURBED AREA, TAKE IMMEDIATE ACTION - TO CONTROL THE DISCHARGE. 7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE PLAN MEW PLAN VIEW Average, Aiw �:•-. " r s, {fin>t s` t a 3�''.? THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING _ VYdth 14 L �•: �' ••" 7. KEEP A RECORD OF THE INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE DISTURBED LIMIT AREA OR SLIGHTLY BELOW IT. AND RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT. MAKE THESE RECORDS AVAILABLE TO THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON REQUEST. 8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND La C�O • Arw of txi-mw cr surface at Baffles - - PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT Tap Pi prtncipa,spFl...y atcvc:iAa 8. MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THE OPERATING EFFICIENCY AT OPTIMUM AND SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON. -La - MAINTAINED AT MINIMUM 50% CAPACITY. 9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH SLOPE = OX FLOW d+ 9. EARTH BERMS ON SEDIMENT TRAP AND DIVERSIONS TO BE STABILIZED WHEN INSTALLED. VEGETATION PIl1=W-1111oTE TC � ' EII'EI�EIILIIEII'EJI '�a� ' • • ...• 10. GROUND COVER ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1 TO BE ESTABLISHED WITHIN 7 DAYS AND 14 IL '"` r Fr•crboam Emhanlanent MAINTENANCE: - I� � � I .-IE=l �IIT"E I� J - aC ! / �YN inflow fBafflcs DAYS ON OTHER AREAS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. „ stivaturc SECTION A-A SECTION B- J, cEo7exTILE : , - O 11. GENERAL CONTRACTOR WILL KEEP THE STREET AT THE CONSTRUCTION ENTRANCE CLEAN. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (Y2 INCH OR FABRIC LINER 0 eba' T;iSrp .u7 ., GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP NOTES 3ZZ g H, (THIS IS NOT A COMPLETE SUMMARY OF THE GENERAL PERMIT CONDITIONS AND SHOULD NOT BE RELIED UPON THE HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL 1. d - 1.5 TIMES THE MAXIMUM STONE DIAMETER p D v7h,Tel "� s '" COMPLIANCE PURPOSES. A COPY OF THE GENERAL PERMIT CAN BE DOWNLOADED FORM THE DWQ STORMWATER AND NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. BUT NOT LESS 1HAN 6 INCHES. B v II B 6 imm hnvur cl t n 4+ GENERAL PERMITS WEBSITE AT htt h2o.encstate.nc.us su PDF_Files SW_General_Permits NCG010000. df P�// / / / / P ) 2. d+ = 6• ABOVE MAXIMUM TAILWAIER OR TOP OF Ftl r n `k 4 e '.;• 4 _ BANK �arl µdry - 3. La = LENGTH OF RIPRAP APRON. y 4. do CPIPENEL DAMETER( ICHEVER IS LESS). 5. STONE DIA. _ (FROM CHART) "- PERITIA SAdlnaltt crass-5cction - MAINTENANCE: NOTE: ti staragc zone Vim OUT AND FOREBAY MUST BE CLEANED �•, y OUT TO SPECIFIED ELEVATIONS AFTER 1. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CHECKED AT LEAST ONCE EVERY WEEK AND AFTER OUTLET PROTECTION vITY G� • Figrue6.6.c Ex=mple°f_F„ment has'sr+Y;lhaskimmerauUet and Finergenay spillway. From Pemtsyvania. EVERY RUN-OFF PRODUCING RAINFALL. UPLAND AREAS STABILIZED DURING - ErosiananOSerJim�ltPov;ion Conlrof hL;nuul.flarrtL 2i1031. CONVERSION FROM TEMPORARY SEDIMENT NO SCALE 2. SEDIMENT SHALL BE REMOVED AND DEVICES REPAIRED AND/OR REPLACED AS NECESSARY. BASIN, 6.6d-d Rev eCd SEEDBED PREPARATION: NEW CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. MAINTENANCE RIP ENTIRE AREA 6" DEEP.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. BUILDING ' GALVANIZED HARDWARE ARE APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. EXTENDS TO TOP OF BOX STAND D MET CONSTRUCTION SPECIFICATION CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLY UNIFORM SEEDBED IS PREPARED 4" TO 6" DEEP. POSTS 2'-0* INS SCO #- 100858601A NCCS # - 1813 GROUND 1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. SPREAD SEED ON FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACKER AFTER REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE SEEDING. OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE C K TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. �f 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND HYDROSEEDING MACHINE COMPACT IT. OVERFILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT. 3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTUNG INTO SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED SLOPE WILL PROVIDE THE MUCH BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER SOME NATURAL COVERAGE FOR LIME. FERTILIZER, AND SEED. THE SURFACE SHOULD NOT BE COMPACTED OR SMOOTH. THE SKIMMER OF STONE OR TIMBER. FINE SEEDBED PREPARATION IS NOT NECESSARY FOR HYDROSEEDING OPERATIONS: LARGE CLODS, STONES, AND 4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IRREGULARITIES PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE. IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL OR CRUSHED STONE AS Y N57 WASHED STONE PLACED TO BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS RATE OF WOOD FIBER (CELLULOSE) APPLCATON SHOULD BE AT LEAST 2,000 LB/ACRE. A HEIGHT OF 12'-IB" MIN. ABOVE AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT TOP OF BOX EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A HYDROSEEDER NOTES: I� FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF SLURRY. COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN MM=AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED, NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE IF A MACHINERY BREAKDOWN OF X TO 2 HOURS OCCURS, ADD 50% MORE SEED TO THE TASK, BASED ON THE POJOVE SEDIMENT FROM POOL AREA AS NECESSARY TO PROVIDE ADEQUATE STORAGE EMBANKMENT IS COMPLETE. VOLUME FOR THE REM RAIN, TAKE CARE NOT TO DAMAGE OR UNDERCUT THE FABRIC o PROPORTION OF THE SLURRY REMAINING. THIS SHOULD COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, FULL DOLING SEDIMENT REMOVAL. 5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED. RATE OF NEW SEED MAY BE NECESSARY. T FOR 6, LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF'THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN SE OF THEM PROPERLY. REMOVE ALL MATERIALS ANY ANY UNSTABLE ARE ARE ANY DISPOSE OF THEM PROPERLY. BRING THE CONSTRUCTION THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE BLOWN ONTO DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT IT. THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE STEEP SLOPES IN DRY FORM. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. . SIDE OF THE BASIN. THIS WILL BE USED TD PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE. 7. EARTHEN SPILLWAYS-INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. CATCH BASIN / YARD INLET PROTECTION DETAIL THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL CRIMPING STRAW MULCH H D R R SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED NO SCALE WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG CRIMPING CAN BE APPLIED TO AREAS ADJACENT TO ANY SECTION OF THE ROADWAY WHERE TRAFFIC IS TO BE ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A MAINTAINED OR ALLOWED DURING CONSTRUCTION. IN AREAS WITHIN SIX FEET OF THE EDGE OF PAVEMENT, STRAW IS TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG TO BE APPLIED AND THEN CRIMPED. AFTER THE CRIMPING OPERATION IS COMPLETE, AN ADDITIONAL APPLICATION OF ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST STRAW SHALL BE APPLIED AND IMMEDIATELY TACKED WITH A SUFFICIENT AMOUNT OF UNDILUTED EMULSIFIED ASPHALT, BE ONE PIECE, NOT JOINED OR SPLICED: OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING STRAW MULCH SHALL BE OF SUFFICIENT LENGHT AND QUALITY TO WITHSTAND THE CRIMPING OPERATION. THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTIONS(S) SHOULD OVERLAP THE LOWER SECTION(S) D SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER PROVIDING D IN A TRENCH WITH STAPLES OR PINS. 8. INLETS-DISCHARGE WATER INTO THE BASIN IN A MANNER TO THAT MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT EXCEED 8". i PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT-LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY. - 9. EROSION CONTROL-CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT - SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION. 10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE. 6.65 _ _ _ 11. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE !� "` IT-w••� '- .JI .r. .•° ".sae .TI "'' .ti.,'�2;`"`" ,'•''"' .1 STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS Fall Permanent Seeding ......................August 15 - November AND STABILIZE PROPERLY. Lime 2 tons/cc 5-10-11) Fertilizer..............................................................................................1000 Ibs/ac t: 0-20-0.........._..................................................................-.....................................................500 Ibs/ac Unscarified Service Lespedezo..................................................................60 Ibs/ac Ky-31 Fescue 30 Ibs/ac Rye Grain 25 Ibs/ac *Sirow Mulch.........................................................................................2 ions/ac Fall Permanent Seeding - Centipede:..................... September I - February 28 Lime .............................................................._.............................................................................2 tons/cc MAINTENANCE Fertilizer (low nitrogen approved for Centipede)..........(Appropriate fertilizer approved INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR for centipede applicatlon) Rye Groin 90 Ibs/ac GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY, REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS Centipede Seed.........................................................................15 Ibs/ac (overseeded In spring) ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE *Straw Mulch..................................... tens/cc SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION Winter Temporary Cover.................................................November i - February 28 GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. Lime...........................................................................................................................2 tons/oc 10-10-10 Fertilizer.............................................................................................700 Ibs/ac REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR Oats 50 Ibs/ac E AROUND THEM. Rye Grain...................................................................................................................20 Ibs/ac *Straw Mulch...............................................................................................................2 ions/ac E IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THESE DOES Spring Permanent Seeding ................................................................. March 1 - April 30 CHARLOTTE SHELBY NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE Lime..........................................................................................................................2 tons/cc 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. 5-10-10 Fertilizer ............................................................................................................1000 Ibs/oe D-zo-D spD ms/ac SUITE 400 SUITE 200 IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION Scarified Sericea Lespedezo .................................................................................50 Ibs/ac CHARLOTTE,NC 28208 SHELBY,NC 28151 CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE Ky-31 Fescue ..............................._......................................................30 Ibs/oc 7041731-7000 704/406.6000 REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED Browntop Millet........................................................................................................20 Ibs/oc REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, *Straw Mulch ........................................................................................................ 2 Tons/oc AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIR IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. Spring Permanent Seeding - Centipede:....................................April 1 - July 15 Lime 2 tons/cc GTON FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN Fertilizer (low nitrogen approved for Centipede) (Appropriate fertilizer approved RALEIGH 1070 SOUUTT IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. for centipede application) 9131 ANSON WAY 070 SOUTH LAKE DR. Centipede Seed........................................................................................................90 lbs/ae SUITE204 SUITE *Sirow Mulch ......................................................................................................... 2 tons/cc RALEIGH,NC 27615 LEXINGTON,SC 29073 TEMPORARY SEDIMENT BASIN Late Spring Permanent Seeding ..............................................March 15 - June 30 919/573-6400 803/356-0507 NO SCALE Lime ........................................................................................................................2 tons/cc 10-10-10 Fertilizer 1000 Ibs/oc 0-20-0 .....................................................................................I........500 I bs/a c - Saarlfied Sericea Laspedeza.....................................................................40 Ibs/ac EROSION AND Common Bermuda Grass (hulled) "............................................................8 Ibs/ac *Straw Mulch 2 tons/ac Summer Temporary Cover................................................................. June 30 - August 3 SEDIMENTATION Lima 2 tons/cc 10-10-10 Fertilizer..............................._...._......................................................700 Ibs/ac CONTROL BrowntopMlllet.......................................................................................................40 Ibs/ac *Straw Mulch. ..... .. .. .... ...... ..... .... ... ....... .. ... .... .... . .... ..... ........ .......2 tons/ac 0 F NOTES: F DETAILS 1. * Mulch will be doubled if crimping is the method used. +q+ + B A R TLE TT bs I f•c "` CITY of JACKSONVILLE Janar .•° '��•• EROSION AND SEDIMENTATION -_- -' ON\IL ae mrntot PoblcS,vWa% h J/w�r..ai ENGINEERING & SURVEYING PC V ry P.O.B.IL �r ' 'C lxctxonville,N.G SI++I uxx wnv'nm rAaesnnvna.x xrAvvxxn g•eorxannns tmt.v '-" Math nmwne 6 NASH STREET NORTH (252) 399 7 SEEDING Hn7*3, .350.01 9� �^ry -D 04 SPECIFICATIONS �iweNime tHy"I _ CENSENO.SC78551N 93 FAX:Www2ba�tle99usDcom CONTROL DETAILS. 1111 1 TE SEAL \ u ON C� 20106 a Pric ing r DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: RP SCALE:"Yr'IN�� SCALE: AS SHOWN DRAWN BY: LR,PH 11'140 PROJECT NUMBER CITY OF JACKSONVILLE ONSLOW COUNTY fit Ill ,,%%% v REVISIONS: CODE: MBAJ DWG FILE: 11535P6 NORTH CAROUNA ZONE: B-1 1 2 4 5 6 7 02.03.12 C304A 3 8 RELEASE DATE SHEET _77- i 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT 4 TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 5 6 7 REQUEST. 2 MATERIALS,DIMENSIONS AND ALL OTHER CONOITIONSWHICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER VAN DRAWINGS OF THIS PROJECT. ACCES9B a 4"-8" TROWELED SMOOTH EDGE RESERVED FOR 'WINDOW PANE' FINISH SIGNS SHALL BE 0.080 ALUMINUM PARKING ro EXPANSION JOINTS 30'-0" O.C. MAX. BOLT TO STEEL TUBE W/3/8" CADIUM RESERVED CONTROL JOINTS 5'-0" O.C. MAX. BROOM FINISH REVISIONS ......:. ::...... PLATED BOLTS, NUTS & WASHERS ® _ � PARKING 12° AS INDICATED BROOM FINISH NO. DATE DESCRIPTION�p A MAXIMDM RESERVED RESERVED 1/4" RAD. �� 1 1-17-2012 CITY OF JACKSONVILLETRC COMMENTS � I (BOTH sloes) P=0TM ® PARKING PARKING - - A `. ' . ' .3000.PSI'CONCRETE e a .'3000�PSICONCRETE 2% 2" - 188 STEEL TUBE EXTEND u 1,4" NOTE: SIDEWALK TO HAVE 1/4 PER INCH SLOPE MAX IIII INTO CONCRETE FILLED PIPE C 0" ® R -► 1/2.,--JC` PROVIDE WELDED WATERTIGHT CAP MAXIMUM I _ JOINT FILLER PAINT P&L #6118 BLACK COFFEE PENALTY �, TRANSVERSE EXPANSION JOINT IN SIDEWALK OR EQUAL $250 °"°"' s�k SIDEWALK DETAIL S" l 11• SIGN R1.8r ' SIGN RT-BE STANDARD COLORS IALLSIGNS,: NO SCALE (COLORS<SION RADII SAAEAS 61.1-PARTU 6AOKOROUND•WNTE ROURE•WNITE ONhWEFIELO I ARRA ING/EORDE0.•GRFEN ARROWOREEN COANFA RADIUS'("/1°OYPICAU PAVEMENT M1l-e/AP6DUEE+J,%S SIGN MAY ZE -PART aj'CE OF SIGHS - MAXIMUMIf I vw RRRn"uL VAN ;r r swx,ReaEauaxelj6 PENALTY ACCESSIBLE �e [ T• j 250 \ 4 9 . I l at'E n e J a,.ee 4" WHITE LETTERS 6" 9Ga:.'.:iG MN ACCESSIDLE SIGN R7/2" R3^ 5 13/16" CONC. SURFACE COURSE STANDARD STOP SIGN � BITUMINOUS - 1. ALL PAVEMENT MARKING SYMBOLS SHOWN ABOVE SHALL BE WHITE. (MUTCD CODE: R1-1) R3" STANDARD GALVANIZED _i"I. �_ B 2. ALL PAVEMENT MARKINGS SHALL BE INSTALLED AND MAINTAINED 12" COMPACTED { IN ACCORDANCE WITH THE STANDARDS SET FORTH IN THE MANUAL I 7 STONE BASE STEEL HIGH STRENGTH B m� ON UNIFORM TRAFFIC CONTROL DEVICES. J� - I COURSE U-CHANNEL SIGN /� jl - 3. SYMBOL DIMENSIONS CAN VARY AMONG DIFFERENT MANUFACTURERS, 124" -I POST l •O Q THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE. a N,/� (•� HANDICAP SIGN 'r{(�, � v SIDEWALK - PIER IA •' .'d j 'e : _ 9 -.4 ,. • . :. PAVEMENT MARKINGS DETAIL STANDARD CURB AND GUTTER .. d.. .. .,n ,; 'O SIDEWALK NO SCALE NO SCALE VNj�,Y GO Z_ R1/2" R3" 2' MIN 513/16" BITUMINOUS n CONC. SURFACE COURSE NEW l� 12" R3" � z MAINTENANCE t0 I COMPACTED L STONE BASE a„ COURSE O III u 4j- � 24" - GROUND BUILDING _ _ a ,ti SPILL CURB & GUTTER CURB II SCO #- 100858601A NCCS # - 1813 7/8" DIA. HOLE NO SCALE o CONDITION 1: PEDESTRIAN PATH DOES NOT m PASS UNDER OR AROUND SIGN I I C1. ALL CURB & GUTTERS ARE TO BE POURED NTH CLASS "A" CONCRETE (3000 PSI). II II C 8" 2. FLEXIBLE FORMS ARE TO BE USED WHEN RADII IS LESS THAN 200'. 30" TO FACE OF CURB OR SIDEWALK 3. CONTRACTION JOINTS SHALL BE SPACES AT 10' INTERVALS. JOINT SPACING MAY BE Lf( ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. 42" TO FACE OF BUILDING 4. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY 4 OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A IIf..J) MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. 5. ALL CONTRACTION JOINTS SHALL BE FILLED WTH JOINT FILLER. SIGN & SIGN INSTALLATION SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. HANDICAP SIGN t 6. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS ADJACENT TO ALL RIGID OBJECTS. 4" WIDE WHITE LINES ON SITE CURB & GUTTER DETAILS NOT FOR I� o �g 09 gym osgaw - NO SCALE STANDARD 'STOP' SIGN DETAIL ,,��qq =• •" CONSTRUCTION 11.0' MIN 5.0' MIN 8.0' MIN I R R 18" # 6 STEEL ROD I I=1 I I ITI II II I - I NO SCALE -III u z TYPICAL VAN SPACE STANDARD HC SPACE ` ` ` WHEEL STOPS NO SCALE D kif- 2 p HANDICAP SPACE DETAIL CONDITION 2: PEDESTRIAN PATH GOES UNDER, OR AROUND SIGNBY /REQUIRED SIGNAGEAIDNO SCALE ALUMINUM SIGN NLYSTANDARD"NO OULET'SIGN ofLY"..r A ..° ".,I ,0 -"".•'' :� -r a -• STANDARD GALVANIZED (MUTCD CODE:W14-2) STANDARD GALVANIZED SIP R=SISTAVT WaRN'NG suR=Ar.F 1STEEL HIGH STRENGTH STEEL HIGH STRENGTHISOMETRIC ylEwM.1XI61UTA SLOPE 12.1 \(-VT-D DA.TTL=SIIIP GZr1Y) 7i7.R = ,%q•• B U-CHANNEL SIGN U-CHANNEL SIGN DELIVERY SCC NCTC 4 - VARvTDLC 0°C 25'R - B I%5" riE HLSLLVIIAL 1 POST POST NOT TC EXC-ED 12;1 It AND 30'r B'-5 3/4" 1 W CONCRETE ROUND TOP SEE NOTESERVICE PG r,F w / HEAVY-DUTY PAVING3" ASPHALT (SF9.5) VEHICLES I{ - - -b {) :': 8" CABC STONE BASE TWO (2 3" STRIPS OF III-I I - COMPACTED SUBGRADE REP RN : ONLY REFLECTIVE TAPE AROUND 6" DIAMETER GALVANIZED - - - - ' MIN r° ENTIRE POLE STEEL PIPE BOLLARD FILLED 2' MIN-Css ` WITH CONCRETEPAINT 2 COATS OF COLOR SCHEME WHITE BACKGROUND WITH RED CiMIViAIIVI-1 I1%2" PREFORMED INDUSTRIAL GRADE BLACK LETTERS AND RED BORDER ' -ExPAVS10V STRIP STANDARD PAVING 2" ASPHALT (SF9.5)4'-0" MINIMJVI / PAINT VARIES PFR RA?Il1S OF ' ' 6" CABC STONE BASE MIV11L1L4G!R9 RFT:IRN III- -III-IIICOMPACTED SUBGRADE GROUNDCE �fr�0 Ti CK 5 M14MLW_ 4�S�t G GONC. SIDEWALK 0� coy�� FINISH GRADE GRQUND1/2" PREFORMED "AC•A Dc=CTABLE " CURB CURB ASP-IAL- MPRE�CIJATEC WARNING DEVICES" VERTICkI CURB (AS RECOMMENDED PER THE REPORT OF EXPLORATIONCHARLOTTE SHELBY LXHA\SIGN sI1IH- '2:1 MAXIMUM -,LOP -% PAVEMENT AND GEOTECHNICAL ENGINEERING ANALYSIS) 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. SUITE 400 SUITE 200 JI/2' ACHARLOTTE,NC 28208 SHELBY,NC 28151 ASPHALT PAVING DETAIL II II II II 704/731-7000 704/406-6000 l - � at}rr; o0o oO�O O�0. NO SCALECOMPACTFDRAC...... �, ' r,,,a _ _ _ _SECTION A A I_ F -I=, _ _ _Nca ra SCALE ' I- - III-III-IRALEIGH LEXINGTON 'DARES PEP. RADUS 0= CURB RE-URN - - - - I1/2" 'P,EFGRIr'EC DE�RESSE7 CJRB DEPRE55ED CURB _ u9131 ANSON WAY 1070 SOUTH L4KE DR. ASPHALT r -D" a'-O" 6-D' 5' '-D" s'-o" 1I I=I I I-1 I I -I I E SUITE 204 SUITE A RALEIGH,NC 27615 LEXINGTON,SC 29073 IMP<LGVAILJ ai'- 'IN - rI ~L'�TO' OF -11 - "' -EXPANSION 31H1> FINISH 803/356-0507 CURB NFORM TO MANUAL ON - SI CONCRETE THICK 4000 PSI CONCRETE FORM TO MANUAL ONOOM 9 9 573�400SIGN & SIGN INSTALLATION SHALL CO 3D00 P 6" SIGN & SIGN INSTALLATION SHALL CONV_Huua UNIFORM TRAFFIC CONTROL DEVICES. VARL SLO'C NOT V GurLH UNIFORM TRAFFIC CONTROL DEVICES. IJ LY.CLaU 12;1 LINL °GE°RESSE ' CURD SECTION B-B �III III� SITE - ., . �� 6"x 6" - W2.0 x W2.0 WWF REINFORCMENTCAST IRON MA- ;PTH EVIL- IN TRUNCATE? (2" FROM BOTTOM)COMES S -C BE _ET FL_H X9TF T-i2 - _ L< < - = OUT IG DETAIL STANDARD NO PARK( FI E AILS NO ET S 'EETWEETE -1- -HE ENTIR SURFACE _ _ - 6" CABC STONE BASE NG ANE SIGN DETAILEETWEEI. Ti_ MAT ANC C71JCR-'E GLllEO - - LN R WIII- EPDXY CELIEVT. EACH MAT IS TO BE - - - - : - - _ -��COMPACTED SUBGRADENO SCALE N0 SCALENOTES: AT LEAST 2' LONG AND 3' WIDE. I=II I I II I II I I;1. Detectable warnings shall contrast visually with adjoining surfaces, either light 11. = - - F on dark or dark on light. !I=III- a ml BARTLETT 1,.. - ' 2- The material used to provide contrast shall be an integral part of the walking PROVIDE EXPANSION JOINTS ALONG FACE OFA -surface. 1' 6' DIA BUILDING PAD AND SPACE EVERY 20' MAX. ENGINEERING & SURVEYING, PC 3. Dimensions assume 90" centerline intersection of streets. 1906 NASH STREET NORTH SITE DETAILS ! 4, Concrete shall be tinted battleship gray. Painted surface will not be acceptable, � TELE: (252) 399-070a5 L TYPICAL BOLLARD DETAIL = FAX: (252) 399-0804CD G� ONVIJ EN De.B..12O[PxbIiOS:max CPTYofJACKSONv LLE hepJAvwxitiJxtExwviDulc.m CONCRETE PAVING DETAIL WILSON, N.C. 27893 P.O.Btx12a 7 2�06 . ` LICENSE N0, C-1551 www.bartlet[.us.comC J.b.,Ak,N.C.295a USL•WITH TeX IACKSUNVE STANDARD SPECD�N6VIIONS UNLY NO SCALE NO SCALE Y � �0 � A, Z DATE: FEB. 2012 SURVEY BY: TBCNPrIClllg TYPICAL WHEELCHAIR 'c- °'T"R''7] 7L�'� NTO StRk x405.01 V NL, -1\r11Yl.r - TYPEI A8V19ION W]e. SHEETa ,�1 "�T" B �� SCALE: AS SHOWN DRAWN BY: LR,PH 11 140 PROJECT NUMBER SwR SGD6 d , '•F"T B �:° CITY OF JACKSONVILLE ONSLOW COUNTY ''arrFaS °I` REVISIONS: CODE: MBAJ DWG FILE: 1153SP6 NOR CAROUNA ZONE: B-1 3 4 5 6 7 g 02.03.12 C401 RELEASE DATE SHEET - - - I I 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 2 3 4 5 6 REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDMONSWHICH ARE NOT OTHERWSE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAW NGS OF THIS PROJECT. oaoiu Pfe vA by Avvuu eenwlrnq agaea< / - oele°s Pr, by APPIAN pw,w6•q Elgmws 06/02/uKKA- n:Jm AV <Imu ..R.er A ux .."uu,Engmena 0 -lln:I 6 AM ,a METER BOX AND THIS PERSON OF 2'MEIER SETTER 5 "PoPowo 4P Jli, TEST PRESSURE -150 P.S.I. TEST PRESSURE - 200 P.S.I. a �f• � INSTALLED By METER TO BE CONTRACTOR, PROVIRAC BY GAY AND FARO LSVBBII-]]-954>601 t ING BRICK. AND SAND ONE RTO BE PROTIONS VIDED D AMID 2 0 R,r v OmEN5gH5(rL) VOLUME. p TYPE DIMENSIONS(FL) VOLUME. I 1 O INSTALLED BY CONTRACTOR � O TYPE CONCRETE CONCRETE ,- g TIMING Y' "H' '1' CU. Yp. a_ FITTING 'L' 'H' 'T' CU.YD. 4 - ---r- -r- -- r -- ----- REVISIONS •_L-w IIL-,. II =t ` n 4 .h I - i - - ]06 NB NGPPOR PE w -11 W Y z 11 I/4' --- --- --- --- u it 1/4• GO 1.00 1.00 0.04 -- -- APPROVED EQUAL THAT NO. DATE DESCRIPTION 2i t/2' 1,00 L00 L50 0.06 Y 22 I/2' 1.00 LW 1.50 0.06 O1 r COMPOUND METER ,bb B B MEETS AWWA STANDARD AARROVEOS.OSEENSUS SRH,NEPT,NE TNRU/FLO - 45 L00 f.Ga 1.50 0.06 i AS- TDo T00 LSO o,06 -OR E A _ WORKING 1 f•17-2012 CITY OF JACKSONVILLETRC COMMENTS • /• • � � WITH 160 P51 r SEE NOTE 1 'cow 90 LDD T00 250 0.09 90, 1,50 1.SD L50 OJS vT N[R NG PRESSURE •: ' _ V TEE 1.00 LW 2.00 0.0] TEE 1.50 1:50 2.00 0.I2 2 FORD STRAIGHT FLANGE BALL METER VALVE F$A Y �T + O-FEMALE P THREAD BY METER FLANGE (BF13-7]]W) l• ' J 1 11 1/4' 1.00 1.00 250 0.09 11 1/4' 1.00 i.Op 250 0.09 -OR APPROVED EQUAL t/J III-II '.I. 0 "I-(I_I '• j < ['}' 22 +/2' 1.00 1.00 2.50 0.09 i 2z +/2' LOO Im 2.50 0.09 ,{$ `1j=ICI- i 45' 1.00 1.DO 2.50 0.09 i 45 1.50 1.50 ISO 0.15 3 �-2•FEMALE PETHREADS, 2•MALE IP THREADS x P PACK JOINT COUPLING L-II 311_ 1 TEE 1.50 1.SO O 2.50 0.12 TEE 1 L50 2.50 0.15 TEE 1.50 1.50 2.50 0.12 TEE 1.50 1.50 2.00 0.12 4 11/2' A ADS 0 SO ENDS NIPPLE 1�Vy-J1r ' a- ----- ----- ----- -1_ 3� -I IL O- IP THREA05 O BOTH ENDS Ij� R ' 11 1/2' 1.50 1.50 2.5D 0.15 ,,, M t/4• 1.50 1.50 2.50 0.15 ('T ] "' 22 t/2' LSO L50 2.50 0.15 i 22 1/2' 1.50 1,5D 250 0,15 �2"BRASS FEMALE GROUND JOINT UNION �7 sa 45• 1.50 1.50 2.50 0.15 45' 1.50 1.50 2.50 0.15 'Ky ] 4 3 2 I 2 3 , 4 5 4 B 10 FOR ALL BEND FTrTINGS FOR TEE FITTING „ 90•. x.OD 2.00 3.00 0.29 - 9a• LSD z.DD aoo D.33 s 2 MUELLER MARK II GRIPER SE VIC CORPORATION STOP(LOCKING TYPE) - EN THREADS TI COPPER SERVICE THREADED CONNECTION ,'n tJ „O„a ME 2.00 2.W 2.50 0.23 " TEE 2.50 2.00 2.50 0.28 -(END CONNECTION MAY VARY PER SERVICE LINE MATERIAL) 111/4' ].00 2.00 2.50 0.23 111/O 2.00 2.D0 IN O2s �! ~ r WIDEN WENCH TO ACCOMMODATE n, (D 2-SWING TYPE BRDNZE CHECK VALVE O'C, a r I+ ENSURERPOSITIVE GRADE ANCHOR I, `HEOIIINED _1 22 5' 2.00 2.00 2.50 0.23 5. 22 S- IN 2.00 2,5G 033 _ ,A ' 45' 2.00 Pq 2.00 2.>5 0.25 <� 45' L00 2.00 2.50 0,2} O O I_II F 90' 3.00 2.00 3.00 0.39 so- 4.Do 2.00 3.00 am R 1' COPPER THAT MEETS AMA STANDARD Cool WITH 150 PSI WORKING PRESSURE -1 - TRENCH WON II - WE 3A0 2.09 2.50 0.32 - LEE 4.OD 2.OD 2.59 OA2 IIL=TF O9 f'9ALL VALVE PACK JOINT COUPLING ENDS(LOC%ING TYPE) FOR CONNECTION TO III III' 11 1/•' 2.00 2.00 3.E0 DSB ,a, 11 1/Y 2.00 2.00 300 OI9_ _ I�-] qp ] 4 3 2 1 z 3 1 DETAIL 513.04 , 'T)'I. �OETAIL9ENL ING Y y 22 1/2- -2.00 2,OD 3.00 D.2. '>!' 22 1/2- 3.0D 2.00 3.00 0.39 °u CUSTOMER I I-i .FI IyI } i5' ].00 2.50 'S.OU OA> - 45' 4.00 2.50 3.60 0.6t f0 SOLID STAINLESS STEEL INSERT$ C SERVICE WATER MAIN JII 90' 4.W IGO 3.50 0.94 90' 5.50 3.00 3.50 1.13 O-TO BE USED WITH PE TUBING �� J" VARIES- i LT-- w _ WE 4.50 3.00 3.00 0.B1 - LEE 5.50 3.aD }.OD 0.9) I II SEE s I 11 CAPITOL FOUNDRY NB%-SA METER BOX O „ I =111-I CHART Ir: a Y1 11 I/4' 2.00 2.00 3.00 0.28 V, 11 1/4' 2.00 2.013 3.00 0.28 O-OR APPROVED EQUAL + • "`>'p"-+":•J i+::''T J $ �- CONG,ETE BRICK-f.•r-;./,1';'..+,'r . ._y r• - .. il-III_I(I 221/2' 3.00 2.00 J.00 0.39 i 22 1/2' 4.00 '2.00 J.00 O.Sb y p¢ > r •'yrl r'[^ ly].�..�'.,=( 5 4 6 f0 n' 45' 4.09 ].00 3.50 0.94 - i 45' S.50 3.00 ].50 1.1J 4Q 1 4"THICK SAND�•a •^ s a 4 r�.. O. ( 90' 6.50 3.SD 3.50 1.54 M 90' ].50 4.00 3.50 2.01 4 i ? - - -"-�'• I TEE 6,50 ISO 3.00 1.32 � TEE 7.50 4.Go Soo 1.72 w Ir-f CHART NOTES: I,5 UNDISTURBED - ITT T.R EARTH 'rl-ula 1. It blacking excavation Ia In lightly compacted fill arose, or In areas where I"'' W€ SEE SHEET 2 of 2 FOR PARTS LIST INDEX $ •]' boulders or stumps have been removed, blocking size must be re-sized for the Joe specific locallon/circumstance by a NC licensed Professional Engineer. r `C y Od SECTION A-A 2. Blocking sizes shown in these tables assume the following: O NOTES: 'i a. Blocking Is eonsirueled In residual lolls as shown in detail / YN 1. Concrete blocking Is to be formed to ensure accessibility to fittings and . Soil bearing pressure = 2000 psf r poured against undisturbed earth. c. Velocity of flow = 15 fps - ? b 2. Fittings are to be completely wrapped with plastic, prior to pouring concrete. 3. This detail not applicable to reducing bends. - _ • _ • 3. Concrete to be minimum 3.000 psi. O 28 days. 4. Neither the weight of the concrete blocking nor friction between concrete blocking TABU l0.>- DESCRIPTION OF MATERIAL CLASSIFICATION(As oennea In ASM 2J21 - L ) B 4. When Sockrele is to be used, it shall be Properly mixed per manufacturer and Boll was added Into blocking sizes computation. Therefore, blocking site Is f ��' P.....P...H M.w w.a All r q aey l,nlu e..mnml• -' B 1A Jv 3 Oars ]p. 9•]6pletl 0.[n414n AStl 0]a] 1 a 4 ' Na[ e NO]W MnlwmlllldrrWn i specificotions. eonservalive. a eM (w mm): 4nmm) toms mml IL PL y a ENV, o[wxw.dwKkswtm I„rinwm "` - NVtLI 6prmprdPoMesnA- nl,wn...,I,kuar.In.s.. : < k A,."n Ppm.e.,en.w,en wM.a 1 onVILl RrynmmldMb4,evlm eaVA'coa,LP - 16 LLB Pamirs CITY of JACKSONVILLE " ' K'O eh Pp.ee•'3 CITY of JACKSONVIIaLE + wPl.[lerM 9 WGES 6ry v.a.P..1. CITYof JACKSONVILLE �Rs N Ixe WITH anvr ws n.l+bua,r<mlrA++ora nav 1� C` ,.[Lan.alnxenw use Pan no uvaomm]s sr.rmMn,rr<vxAmro avl.Y (. 1 •C Any...-. k.n. [w earn[ [wpn•a we pp , nq <s x wNkl 1 'C 1a 111lc He I LL50 am.Ta IIRIWMJL nAN0YO 96TtllYq aNIX c ,WnAIIM1 xGn1[I A rY aRAd. s A' q,veM.•.- , ..a i ..1. BLOCKING DETAIL for NwipR N w BLOCKING DETAIL for °` con"'. o Mm re<Mre Jw:cr MNP n.(Pr Pw II pm d - STANDARD 2"WATER �, a �f r4 Nw�msy.N Aa,zo1 °••�� x.T.swN as,s.oa `m• As1zo1 o•w n.e wm.(w mow c. HORIZONTAL BENDS AND TEE mAnm . : `^ mw:. s Pa a < W 0 A LLA- WR ;0 . ,q..el<. F ,P[n eqY ! P _ ..Ile.rn $� B Pe«..n Nm y a)wIA to P,c.e`m IMF ob -. .go ' s - x P U`___ --- r'� A. a t ^ HORIZONTAL BENDS AND TEE . I METER INSTALLATION DETAIL M , , q,:MA a.m n.e.w n. .. v RIT xw -aenM Wtl -w rCap.[..x1 e eMam 1W Phi@, a[ ' 31e a m u e n=Iror, ____-.-_______ s - r..gin`", _ ... - _e..�<I le,' 3 e u a r x[ 1 .pne•hng n9in.e•s e r nb xq n9•nen3 : Delai,Prvxeee 01 APpIAN CmauNAq En9neni I - - - qr 1 •' r -, oe/a2naos- 4:ns>Au v m C ea., Pr pM 'suT Po VARIES(SEE MANUFACTURER) VARIES(SEE MANUFACTURER) 13' 12' IY +2' _- M S Pp v-P «.qv - _-- �"�- NEW e DOUBLE CHECK VALVE DOUBLE DETECTOR VARIES(SEE MANUFACTURER) VARIES(SEE MANUFACTURER) ' E cow b` , ASSEMBLY CHECK VALVE ASSEMBLY TYPICAL BOX I I c°"° °"`° a w«. s.na arse,re..w are��...�[rrxr 1 <s j our y • *DOUBLE CHECK VALVE � DOUBLE DETECTOR owl.,eaann'• _ w - -----_-- --- - von., -i_ -e I�-- n------- - ASSEMBLY CHECK VALVE ASSEMBLY Dr rr s Y wpwm I MAINTENANCE I1 „ eu q a q, ' asux w nz 1 sox - �IL '•r1 �a, Pnr ,u... �.:,..r kn ' �A Lw �:' `�. ., •.I is n wr q•pw..qr.w-nM-wr - 1 o w `/cY:�:eK �riv('/n !iZ.d!iK/ux<aTi zij: d A µ -. . : 1 1 2 1 2 a - _ ...-- -- -_i-- ^•' �G4Gi --- P n w Mx A.na. aar...AI Lw., i oxN eto L l;L9 TRENCH ) RAT BOTTOM WENC�TI2 BALeDLL LIGHTLY L N m w«r[xaW, _ _ l ore ' BUILDING FLAT BOTTOM WENCH WITH LOOSE GIRT CONSG1DAlED i0 CENTERLINE OF PPE O Sc aeHY]uex 1pM-n mwne, >w MO _ a AC`1 1 F:•� OR OR >n II P (RAT BOTTOM IS DEFINED AS (FLAT BOTTOM IS DEFINED AS UNDISTURBED --------- -.- __-_I___._.._. . I e..t,.�_ ..._1__.._ tY tY ( w'q w .n..na y , itA•.1 - C Iv vL wd. . it e UNDISTURBED EARTH) EARTH) 1/) roe-aexee 9M. °° -""-°` , _ I <L SCO#- 100858601A NC CS I x -x wr r e,Me.. I OU laD , Is HnIkIIY.90r[rY O•P.«MY[by,, at°' CS #- 1813 VARIES(SEE MANUFACTURER) r tee. kl W1r I•oc"P Y we, Im too I aso Pow I ee Lou VARIES(SEE MANUFACTURER) e �� da,mk«.ma a l---: - ;\\ N ,[Z w•-O•H<tl SWs Iw [,vl•m•awa Ms a°Mv r 91 I I I REDUCED PRESSURE ZONE - REDUCED PRESSURE ZONE �? �` _.___-_ __.__._.._.__. a«a.a' ELEVATION 4'MIN.CLEAR (tj BACKFLOW ASSEMBLY ! _. 3 15 k Lwrgmk uen el^lyr pLNmIP L1C -I I BACKFLOW ASSEMBLY �, / l P cx >A•Lq,[ WTI VALVE OPEN `L�/�/l:r�GILK:✓(L` gy _-__. <baa a ______ 1 __ /� TYPO { ____-.__.---._____. r _._n----_ 1V- •v v Orgml[Spi. R oryvnb p1.we w9wl[Y.ly e,°n pl ,0, I„ : `sp _r[e- I- C PIPE BEDDED IN 4-MINIMUM LOOSE SOIL WITH BACKRLL ---_-_. _- _.. '•_Henkq i a p <A_t n PART MANUFACTURER MODEL ORE. N. UGHTLY CONSOLIDATED TO TOP OF PPE I" agenk cm•'.'wearm Is m,e I i 550 e.-Lb. N ,Y, I BACKROW ASSEMBLY USC APPROVED spa wW,mgmk rou ME SHEET 'g •+ (LOOSE SOIL 15 DEFINED AS NAIVE SOIL EXCAVATED • •• -- _- _____---_- ---,_-- 6 3 O➢roR 2 1 I $< Z 6 3 2 1 It 1 2 3 4 2 0SkY GATE VALVE WTI RESILIENT SEATS JACKSONVILLE CITY OFFICIAL APPROVED FROM ME TRENCH,REE OF ROCKS,ORGANIC MATERIAL. O Nv..agmk PT 'Poi w.inn non wq•Plc Pow I IwA PAR]Lp� 1� a _-_---- -_-_- _�.`-- --_ w 3 90•GP FLANGE A FLANGE ELBOW AMERICAN CAST IRO,WE. GRIFFIN PIPE CM, FOREIGN MATERIALS AND FROZEN EARTH) a _ia ,,,((�'',ggqe� qq--.��tl� - UNION-TILER PIPE CO.. ar U.S.WE!FOUNDRY _ >3 2 pya� I I IOU : ,, 12 12 12 12 FLOW,1y ?'t,' e • -- .1 FLOW NI • DIP RANtE a PE PIPE(VERIFY LENGTH) AMERICAN CAST IRON PIPE. GRIFFIN PIPE CO., [T1, L` V.S. PIPE k FOUNDRY { < 5 90'DIP MJ•MJ ELBOW AMERICAN CAST IRON PIPE, GRIFFIN PIPE Co. � P IF RPZ,PROVIDE u'V"' S UNION-TILER WE Co. er U.S.PIPE k FOUNDRY DRAIN PORT FOR 2•_0• j'_p• u /� 6 WEDGE ACTION RESTRAINT GLAND JOINT RESTRAINT EBBA IRON SALES.INC. /STAR PIPE PRODUCES Y ✓ - �\ RO TTVE DRAINAGE OUT i_ ) } TIRO 10'DIP A4CRILAN LAST IRON PIPE GRIFFIN PINE CO.. �rnvr i-� �AiS � < CLEAR Y 10 10 CLEAR '-' Or ENCLOSLRE UMOI-TIER PIPE C0., Po U.S.PIPE A,FOUNDRY / , `f 9ZEMOF RPZ THE 4 NOSE 2 NOTE 1 4 3 11 a INSULATED ENCLOSURE WEN LOCKING ACCESS DOORS HOME./H84E - HBIOE .'/\(��ij /✓ /{� `�/j' �%^/i%/,C%/Z/r</(�/�Yj/ � i(';O� " p 5 AND HEATER(120 V 1 PHASE,60 HZ) (OR APPROVED EOUIVALENT) TYPE 4 -a TYPE ACCESS DOORS VERIFY FITTINGS WILL TIT INSIDE BOX BEFORE ORDERING 77� g�j WITH LOCKING 9 LE'as STAINLESS STEEL E%PANWON ANCHOR BOI.TS PER - PPE BEDDED M SAND. GRAVEL.a CRUSHED STONE PIPE BODGED TO IT'S CENTERLINE W COMPACTED < RECWYENDA110.45 FOR WSTAUAnDN AND USE Or SOLS �ILJIIc,IJ,I I - '_ -' -_ r_• -I - - _ - - W TO A DEPTH OF 1/6 PIPE DIAMETER, 4"MINIMUM. GRANULAR MATERIAL, 4' MINIMUM UNDER PIPE.- F_Ili I _ IT'z a PLAN VIEW HANDLES Box MANUFACTURER RECOMMENDED SIZE.&SPACING AND AGGREGATES FOR PWNOATM,,EMBEDMENT AND IIACNnLL c111=r WITH BACKFILL COMPACTED TO TOP OF PIPE. COMPACTED GRANULAR OR SELECT MATERIAL TO 6'3000 PS CONCRETE j r-I�IJF, 10 ADJUSTABLE PIPE SUPPORTS HOT DIP GALVANIZED SHOP FABRICATED AND HOT DIP GALVANIZED W CAR.(sae EMI.lol)A NOT F O R SLAB. DIMENSIONS PER FIRM UNDISTURBED *gym i >j OR'STANDEN'MODEL 592 SADDLE SUPPORT (APPROXIMARLY BO PERCENT STANDARD PROCTOR, TOP OF PIPE. (APPROXIMATELY 90 PERCENT ENCLOSURE MANUFACTURER SUBORAOE 3 11 RONOE 120V RECEPTACLE aN GFG NEAR PIPE R15ER UL Slp 943-NEMA 3R PASHTO T-99) STANDARD PROCTOR, AASHTO T-99) rS CLASS 1. CLASS IB Q6 1I ( aASa n ,q_A SPECIFICATIONS ] 5 6 SEE DETAIL 512.05 5 5 T i< SET MINIMUM 12'ABOVE DISCHARGE POINT OF RPZ. (SELECT MATERIAL IS DEFINED AS NATIVE SOIL _b 1 1 OeIeH«Ne.eMcal - - AS APPLICABLE EXCAVATED FROM THE WENCH, FREE OF ROCKS. as nm u..nnne MAIN«,! MW I enauam el mHp•r. B FOR THRUST FOOTING " ) ORGANIC MATERIAL.FOREIGN MATERIALS AND T mp,Pou'.Pv wo N...IP.....metres.e.nwrner n n - - b Mu[nl',e. •oa q.:il:��: I Np'uM M9^n:>Y:Re. • M n.I n,y0d.t, <ra Put n CONSTRUCTION FLOW SAP I I RDW DIy NOTES FROZEN EARTH) xtlq Rr^w`,:,"rnaelgoa a°go.,aDa•Mpq.IbimanwleeF[ui•'ne l.11°a':�s rwrel q�wr.`'vl l°i«u,e°. <mal�m.ti Nrwr m.r I oo.c.wa newy..ow, NOTE$ 1. For normal pipe sizes 14 inch and larger, consideration should be given to the n $$ °n•"""'"":«.uodP°a.x v rmn we1)l.r wr e.w.we,.Ie..n sane^,amen Ow "ps'"s i - : A..-c'. use of laying conditions other than Type 1. PY1 P I wrr MPPmI"Iww b 1 «e....•soon. -1 "aeon I i a npl vn u.-1., - 1. Provide minimum 3" annular clearance around all DIP Fliers and 1" around .wlmr F•aM. I covot r.4.1-P Poor • �.. elactricol conduit. 2. Conaideea Ion of the pipe-zone ambedmen! eondlllons Included in this figure may 6 - i 4n+min 3 q be Influenced b factors other than pipe strength. For additional information on "- --"'-'--1_"'-----_----�__ i 5__-__-- ,--Pw- Y P 9 I I____._-_.1 IMI.«r«ne.Ibn we 2. Slope floor to drain to Dor1a of both ends. Ensure positive surface grade away i pipe bedding and back/ill, see AN51 AWWA C600. M: ! ': o.Ab p.Lm - °ne 1 s.Il'u.«twnmlw.neP!wow'••s re,weer n we IIn r.Pl«In,•.n-°•<pwld,swlebk o-ur L•pne w b.e- Tram enclosure. < C ilea on:iaue L.n[n Len'w•M•I Ip..wYpPbq p < ,a rrylv[ina°wZ:1t:o l°e!one unnew x.«h"Pool[MP-me.P..P. °eP°i"d)"L'ppi-01s'' V L C11'Y of JACKSONVILLE 4'di'" �- C7 a Y 'p'-°• .pM un.lml•b.nu wt,_ .r'VI...•°•w. oo n•I: a am zw^•a•al N... ONVI hpmm4di,•..tarn ,Na ON IL f om.®awlPsw.Im n rwne•Nm w.I.kY<pem.. unw.«e unNaN<bw•P^alimi e,rnNwre wn. nnm!uv.In lnln««�eNP l, N orw we Drw<e om; �G�onvtutN pa...AI^'^NIr� CITY of JACKSONVILLE `P'I`""`Li"'-"""' �S�•`, ro.waln CITY of JACKSONVII.LE ONVIL w.®awNl[,..Ipa �•MY 'C Itl[m.ilv.xevul ,'PR IA6WwaaF STANaAa09.maultlxi aRr N ilk 1 YS f S ,w1m•illxxaLD11 y<r fGVL ��. •ON pN a-h. lx.lnm a<•m•«I bs_ 1 ] ,lelw n,.. lal.ne I xwm enn<�b.DM�IM,. v.o...A I. 0 IaLmNX,xcssMl vie come TtWlA¢amM.srAxmuR zxmrA]am Poor WG N rawly .Poe Pwn was lsr s-n L CITY of 7ACKSONVII,LE `"'"""� -- w '!'c ioi-°m.II'vnxeaui y f�' j„ I,,,,,m h' wn.[ . e 10,AlTl„101•aMaaNM,.R,Nq,Aa s.®:G„IYa u,LY h7 '.-[] ! aP .xwm b re Po x,-x.m°. re,.Mom e " 2 1/2" to 10"DCV,DDCV,RPZ N. tarok ,s 2 1/2" to 10" DCV,DDCV,RPZ N.T.amk °° mTM°TAx«wn a D.DPm a PoP - - 3,9.a, GM Per- "" WATER MAIN KtlT. eY n -I' x mM A. ,PBTA w �" ..e .. ,laces 2 1/2" to 10"DCV,DDCV,RPZ N.T.Iwlr .,, .,^] EMBEDMENT DETAILS ., F aa�,.a1 yy a ---- - '- '..M M I a 319.O1 r•' I - -'_ - - 1 UP. Y I aY 1 n[h ' ASSEMBLY (ABOVE GROUND) m°,„£ 1 . , •.w- -. ASSEMBLY(ABOVE GROUND) m NTH , . , .� ASSEMBLY(ABOVE GROUND) n M- __ . iPkM.es.. kl e M I [neNewp«l b, n;;IM.A.w,r wx" w, err 1 mM N n wn n 1 t nw.re<.xp.n b e r.. [ na«..u,. ..a 1[� , e[wy.amn Iy jg.: rm.nmum a o, ..' tnarp, Irtl h m°2 Vi a.le. W^A-"^••`-' - - - V \ a•ealn mm.. LFm nnm wM.°Y 1 .n• 1 TV b k WAR V..AI PP < n M s-4.m v..by 1 y 6•- ° 'n.M. a xwm e.0m..h'a<'eln i inn Ia b.F r°n k° w.^ i ewe.W Imp„•M„An•,•vo°d h.1ocou. L•I I 1 pl:<wnl6 IM1 n xn neM. 4F.,. In[K1 1.� •3 yn<, ! (6 b n re.\[uHl i eul.) [ ,) i (6 b.Y, °epl) tU by nW h 41mo D y I -- -- u) LB D 6O ._..•. . r SPNMx u Ma 1 ^ o[IOi,Pr°xaU 6Y 1 Cmsullxq Enginene 09/m/JCC6- H: AV Ox0<0 D AN THOUIn Mpu !h"too e•Y«IrkPeee Ob°re IIwIYr eM Psmp°el Y a-n iw'INIr vs wyuobt •Mw.i9,1.4.e.n 1 kl a eMw: Iwo M:•Ir IMu _ °lob r y q n9xens Poe/OJ/J - Ik 19: AV raweee, APP,AN Cm.uI1N [ - _ Iml° F-x :mwn I m••Ywm bYw,WOY b M Id OM[emM[Iwx;-a4.i LadM°M Cory 1 a h el°ns rpNeeO by AVYI.•x lmw'Tn•q nginena elp". Y 9 rW'neeb 0e/o3 JW6 Ik 1905 Au j -w' «M o➢°•r^'"E a IN Poo ...r...................... ° 'ey°^W,a'n A' ee mJwm I pM1 pne m v°Pw n'wn bFa awn n I<•^' e «'Y^M ah`tll 'n deii I ore.«uaWm yP i "-'I yb hue 11 ! paey'ie unNwm hood 1. 1L�h ,,yl vw a•m0ko.Mow,I xaM Ontl<FI Is '1•'Ipbb n I.a eepre.!Sa IpN.• 4k1<.Pe°,.;SP.. 'bkl e >3/5' 11' FI0 i , - Z yP Mw Ob. m • 1 i h Db�m•Mnum°IP6 x.Maw 4os.MY.Awr AT ,1 t ` „ilw B°[rT in,IM 1•v m4Mum e16 N.mwlmum al a In w PMlmxi 1°1,pne[sw�l 1°v 1 Mn[0 PM[wnpxt 1 MM utl•pmo�lla 50 t/6 1 SEE uen ew_.__.I_..__-_.°.n______r- m.n. /I ] NOTE TYPICAL EYE BOLT p fT row apPw I-1.0 M r.Mve er In. Cemwd•.m+<M br w 1--,1.1 nqA to by In.[E-1.0 a,m,.•e b Ih.Isom" "t"Ho a°N' T - I 1 USE VALVE ea THRUST BLOCKING R P IMlnew. «yn.n. µ 1 - 1 I P R P m:'uy, 1 •uro., 'e.no°<I A.low, yn. - 1 STABILIZATION WADoc `M n I E �53/.'YAi CONCRETE)IFLOCAIED '. IN UNPAVED.EA 5' MIN. HRANT I/" >I e-YA% SEE DETAILS iJ L sYY O...n....... .......... .`f8� / IlEig OR APPROVED EQUAL ABOVE Ste roe-v'3 " tJ ? r MECHANICAL JOINT SYSTEM- TYPICAL r1 n VALVE BO%PA IIL.- NO COUPLERS PERMITTED SET Ah S1J.0I !l7777 • I 3 HYTRANI MAKE I MUELLER 0.0W N!N DARTING it arc r �c r� Y E •O 6' PE.PE DIP CAT No. IA-423 SUPER CENTURION 150 r-250D B6NB I PENTAGON TOPERATINONAL G NUT. MINIMUM OF(2)3/4• DIAMETER A OPEN COUNTER-CLOCKWISE STAINLESS STEEL OR ODS. W OIPPEO GALVAN12E0 RODS. ` _7� I MAW (SEE (+)4 1/2'AMERICAN NATIONAL STD. ROBE NOZZLE(PUMPER) " IP I PLANS FDA - CONCRETE BLOCKING _ X p$$ (2)2 1/2'AMERICAN D WTI 4.5'A 5'STORZ ADAPTER AND LOCKING CAP. TO FACE JIM i 4 PIPE SIZE) F NATIONAL Stp, ROSE NOZZLE TOWARDS STREET OR AS INDICATED ON PLANS PROVIDE WITH 1/ 4J PLUG WTI JOINT 0 RESILIENT SEAL 6' PAINTING REWwE4EN15 [OIOt ST ( r g iol RESTRAINT SYSTEM I- MECHANICAL JOINT BONNET,CAPS FEDERAL SAFEttRFD �] SCREW-OU 5' SipRZ AOAP1Eq MTH LOCKING CAP)tl}`_GAIE vALVE J000 PSI CONCRETE COLLARBARREL FEDERAL SAiElY RED n 2 0MECRANICAL ATE 1 FULL JOINT PE A PE DP PIPE MJ TEE WITH BLOIXING 2 0 2 D A 4 THICK WILLIAMS OR APPROVED EQUAL 2 COATS ^ g F I VALVE(NORYLLY E r I CLOSED)SIZE- �y C3. _I • I1 =- E i I WATER MAIN • �H� T >_II /�h /�� /�/V,�'" l_11LTI1 .IY IT IlU _-...__ �-1 VV M11� j)J • WATER MAIN(SIZE PER PLANS) aTy * 5i •� In,-I i�I Ii i d CHARLOTTE SHELBY �- HC>C I IL II - i it..IJ I_ 1230 WEST MOREHEAD ST. 201 WASHINGTON ST. n b ' I h1 MAx. (2)12 n rELEscanc test- SUITE 400 SUITE 200 P I T-I PER WFAION a V[ IRON VALVE BOX NOTES: dyyy g�,"^, PER HmgMT s C SEE DETAIL 51101 CHARLOTTE,NC 28208 SHELBY,NC 28151 I. Fire hydrant to be oiled & greased and cap to be sprayed (non-petroleum - C> 7041731-7000 704/406-6000 F EXTENSION 6 y r based) after installation. Y> +RN MJ HYDRANT WE W/ 1] SECl10N 2. Do not locate hydrants In sidewalks or block pedestrian flow. y y �cek<4.c:c`'"•�^'� W SNIVEL MAW ON yIH 3. Wedge action restroint gland joint restraints are pre/erred• and may be used O M.4 SHOE :•.. .�;.. RAIN END BRANCH ) - v CONCRETE THRUST _ OR APPROVED PIPE g with Ile rode. Minimum of (2) 3/4" diameter stainless steel or eeltl dipped p 'T' RESTRAINT. SEE PART MANUFACTURER MODEL Get No. NOTESzed pqq BLOCNWG PER _ •I� I '- I FI I-I cpETAIL 514.03 FOR VALVE BOX W LID CARITOL LOUNpRY OF NRO.0A.1NC. -FCWA - /}INS Firegal hydrant t to 9 DETAIL 512.01 '----I -II �-1 II-I v ALTERNATE RALEIGH LEXINGTON I. Restraining rods or and hydrant for the valve are not et longd if the pips section 4. Fire hydronl to Public a minimum of 5' from all driveway entrances or as CC EEr"' M•J LOCKED HYDRANT NOTES between the valve and hydronl la more than 8 feel long. approved by Publle Services Director. UNDISTURBED - ApPTER OR APPRO ED JOINT CONCRETE THRUST 9131 ANSON WAY 1070 SOUTH LAKE DR. 2. If distance between valve 8 hydrant is greater Ihaf 8', pipe shall bs DIP, 5. Fire hydrant pumper outlet to be provided with 4.5"z5" SIorZ adapter, with SUBGRAOE '�T'-' REMAIN SYSTEM. SEE DETAIL BLOCKING PER 1. Use heavy duty traffic Ild marked "WATER" (or "SEWER" If applicable). blocked and restrained with approved rulroinl system. locking cap � 51,03 TOR AL NAEE DETAIL 5I2:0I SUITE 204 SUITE A 2. Valve box finish: Asphalt coated NVI aD.wMi1R,vHv agra wntmHO.c. q BETWEEN HYDRANT AN O VALVE RALEIGH,NC 27615 LEXINGTON,SC 29073 ONVfLL IJnpr^'wOwleYk,sriw CITY of JACKSONVII.LE brPJU...nJwM-Hnex- 3F RESILIENT SEAT 6' L P.o.m 1n CITY Of JACKSONVII,LE °e""-"l"-- Wcr-cO u'Eh Pna«Ta CITY Of JACKSONVII.LE tY•` fN P.G.wIa f YIMW OF J CUBIC FEET OF - MECXANICAL JOINT LCB CITY of JACKSONVILLE }+' S ,w3wHw-xeawl Iw come TIN 4AawNue nANeuD vstcolr.]Iwm Pnr It ONV! rGDuenm wNM:snrkw vea NaJJ...,Lk,uxTue- ONVIL B oll.®Nv.MPs..ke mTame n@' � C ,mwDAN.e]W1 Im come nu TArzTw-..WAxwa.Ta[WYA1vMM Podv m F FF CgU9W0 STONE FOR DRAINAGE GALE VALVE B03/35B-9507 HC Iw4m.IM.NCLY1 IueM na lAOabNOIP STANaYa3lgd.G1101a PoD.Y Y �1tl.m,ih N.CnN1 AyM1M11E F]AWnN VHrrC nR6 pe.Y \ STANDARD SLIP TYPE N• s,a STANDARD WATER MAIN x•"aw+r ,ese.o] ALTERNATE HYDRANT SETTING Nd w .a,<•oB STANDARD HYDRANT SETTING NdT•aPo a5,•.a1 �� 919/573 6400 �" (NON-PAVED AREAS) ,• PLUG DETAIL WITH RESTRAINING RODS ,.w.,m T I ` w SITE VALVE BOX DETAIL eN W eAa. V®e i e Pow M M Nam. .e xv eA a N®e aFl .YYRN W2 ova A 1 `b'w<wi.a•"r' UmNmos , . ' `�rw,miw I�,mos !Y I - - - - w. ��. SEE SHEET j or 2 FOR NOtES. PARTS UST, ADD PAINT REOARE4ENTS R DETAILS F F al T BARTLETT ENGINEERING & SURVEYING, PC 1906 NASH STREET NORTH TELE: (252) 399-0704 SITE DETAILS 1111 c� \ WILSON. N.C. 27893 FAX: (252) 399-0804 SEAL �� p LICENSE NO. C-1551 www.bartiett.us.com - 20106 r DATE: FEB. 2012 SURVEY BY: TB,CN PROJECT: Pricing rN o� 4, 1;E 7 �(�.� 11-140 PROJECT NUMBER S. BPRvwv,` REVISIONS: SHOWN DRAWN BY: LR,PH CODE: MBAJ CITY OF JACKSONVILLE ONSLOW COUNTY FF4quIp1LAV DWG FILE: 1153SPS NORTH CAROLINA ZONE: B-1 1 2 3 4 5 6 7 8 02.03.12 C4Q2 RELEASE DATE SHEET ( I L 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO BE REPRODUCTED OR COPIED IN WMOLE OR IN PART.IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON 1 2 3 4 5 6 7 8 REQUEST. 2. MATERIALS,DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS OF THIS PROJECT. °Y ung nq.neere 03/02120M- I0J4J9 A4 y WN111o.- Y rng ngrneen 06,02 2OC4-ILL I Au COOS Provided by APPIAN Cwrwllinq EngMms I - Oel•rle Pr,R.1 by APPIAN C_w"m,fnq'^eere OB/Difi006-1 q:•1 AY USE AN APPROVED BUTYL RUBBER SEE DETAIL C06.01. C06.02. & (MASTIC)SEALANT APPLIED TO TOP C06.03 FOR GRADE RINGS. OF CORE SECTION .24' DIA COVER AND FRAME INSTALLATION 2'THRU!' .. r..................... ECCENTRIC REWIRED (DO 1/]'DIA. ' PEw PINGITENE CDPOLnER '\�' 1s• 1/x'WADE so sTEn REVISIONS a5 REWIRED (DO NOT STAINLESS STEEL: U. PDLYPRpPYIExE vusnc USE FOR WATERTIGHT U'BWT A rlr.=rn-: rl -rl rin-m-pl_^^ APPLI"YOxS) - ? " 3/! RAO. : '� SEE NOTE 5 NO. DATE DESCRIPTION •'=11 EIIE jl=T-'ITT=(1 1 1.17-2012 CITY OF JACKSONVILLETRC COMMENTS 'TI if ,/,.! SECTION A-A -' Ipll 81�7- � � 1 PLACE SEE NOTE 2 `�`�ti NEOPRENE BOOT �// LTI II, $;' OP SEE NOTE J __ �_'. `'•'.-:�,/I _ IF "IA. .......................MH , ,L II COMMON EARTHNOTES 9&10 •.`\. '\N I , H 3 I- -¶p BACKFILL. COMPACT ALL JOINTS TO BE T&G qY ` i 1 Ip- j -1 F•=f IN 6-.LIFTS IrM' I W/PREFDRYED BVTYL RUBBER SEE NOTE jl- - LR (MASTIC)GASKET -CITING FORMED O.D. A AASHTD M-198. AST11. C-990, INVERT > y 1 r I I I/a' I T i .III 12' PIPE SZE O . I2' IT r FED SPEC 55-5-0°21°(210A) n x„i ,• \\ Is PRECAST MANHOLE TO MEET �/ / f R15ERRSEWONCSI C48IREMENTS A.ASHTO Ni 199TM II , //// AS REWIRED \ �\ l / / (SELECT)INITIAL EARTH / BACKNLL >: a �� , SLWE OF CHANNEL �4> F '• ,/� / THRU MANHOLE . 0.04' Y NOTE 3 OR STONE FALL FOR°'TO IS' FL Off ; - HAUNCNING i0 /��% TO TOR OF PIPE CHANGE IN HORIZONTAL °IT R/''} SPRINGUNE ' / FEB,PVC PIPE At OHRE T ANO O.OB' "'1, I 1 I 1 1 FOR GREATER TIAN 45' N EXTENDED BASE ANGLES UNLESS SHOWN 1 1/6 OUTSIDE PIPE OTHERYASE OV PLANS PRECAST OPENING DIAMETER CLEAN COARSE `. .- III- FOR BEDDING Na. 8> REQUIRED FOR ALL PIPES. J'-6' TYPICAL OR 6'IF ^' _ "� ALL PIPES SEE PLANS ROCK IS ENCOUNTERED -rr 1 FOR REDOING _ iF 6'MBTIMUM ExhuDED BASE I FOR PIPE SIZES "^�,`�(r,/ '\.\ 1 1M• (NOW 2) 'T =T=((�9IL II-IICI� 'I II -I'r BERN VARIES � PAEUST(MANUFACTURER ', // NOTE 2 II IL IL-IL I JI II III RIo T L SEE NmE 1 2' iHRU 1'BASE TO MEET ASTM C-478 IL�•i +IlD��u�,.ar„�I,I� r SECTION NOTES \ 6 1-III rl tlj VNDISTURBED SOIL F(0 a 6'MINIMUM I� _w i. Concrete Abe grouted to be idea PSI mIOIT4m. BECCTION gg r FOUNDATION STONE IF -� i n Lv DUI 2. Pipes will be grouisd inside and eul. REWIRED(SEE ALSO SET MANHOLE M e' SEE SPECS FOR 3. Flexible sleeve boots cost In place of Installed with stainless sloe] expander 13' B DETAIL C01.03) TO 13'No. 67 STORE. d' FOUNDATION IMPROVEMENT rings. 80015 10 meat ASTM C-923 SIaOdOfds. 16. POLYPROPYLENE PUSTc Y✓+ MEN NEEDED 4. See deloil 532.05 for typical Invert shaping. REVO CEVENT CORD R r ASY FLEXIBLE RUBBER BOOT in WADE so sun / STEEL COM w/suINLEss 5. Service laterals into ousting manholes to 5' cote drilled and heeled. PLAN VIEWS _ BAND AND CLAMPS 6. Maximum depth i diameter manhole = 15' (sea sewer design section for other BAND AND CLAMPS PULE GROUT AROUND � SEE DETAIL 532.m FOR ISOMETRIC AND ELEVATION NEWS O �requirements / limitations). p ALL OPENINGS f. V 7. When directed b the Public Services Director, place manhole Insert such as NOTES NOTES v i b PLACE COMPACTED {> ,r NOTES No. AN STOVE u ;i no-flow/Inflow Insert or "rainalepp•r" Insert as manufactured by "Southwestern AROUND ALL BOUTS SHELF Pocking & seals" or approved equal. 1. Concrete shell should ha no lower than the pipe spring Tina elevation 1. Step design, installallen. ontl malarial shall meet the 11 1. Foundation stone shall be required when sail conditions are unsuitable. 9 4' C 2. An additional 1 Inch depth of bedding material will be required for each 8. For watertight applications, place butyl rubber between frame and cone. at manhole wall. requirements of ASTM C478 and NCDOT. 9. All banded Connections shall be double banded. For pipe connections 12" and 2. Service line entries to have east In place troughs. 2. Plastic material consists of super high Impact resistant copolymer polypropylene Z additional 2 feel of french depth In excess of I6 leaf u to a maximum - - _ PP pylene • p-,1. -. P p " 1/2'/rT s[OPE larger. 2 seta of bands shall be required. 3. Radius of invert must have enough room le be able to Insert air plugs and conform }o specific requirements as detailed In ASTM 06101. -" of 12 Inches. '0.' '•'�' 9 q 9 P 9 P 9 Tit au r E XTENDED SASE W ;:; v;;.e:n>. >;: ;ryv; , ctt.\� x : 10.Lubricate the following: Pips a%lerlor, boot Inleriar, heal exterior, 5.5. bands and iV equipmanl. 3. Rein/orclrig steal shall ba 1/2 robot. grade 60 and meat fha re uiremanls3. H nehing to depth Ilexlbla wall pipe (PVC TRU55, C900 PVC• and SDR35) ALL MANHOLES > '�'�'+Q%u+>>f .M:>%:,..'F.'.v.'�'.,.».<'. 4 B J B (Top & bottom) d. Concrete strength to be 4,000 P51 minimum, of ASTM Afi15. �'� J shall be outside pipe diameter + 1 Inch. Hounehing shall he Thoroughly MOONBASE NOT PERMITTED 11.Place manhole opening over the affluent line. 5. Concrete formed Invert shall be precast wherever possible. Moar6ose not permitted. 1. Step width and spacing to be consistent with the latest requirements of OSHA. 4 compacted No. 67 Slane. OH 1 ueTer,r"r..rrvuxr•«m ONVib OWeWu.ntlke•.M mPS...rt}eor.IR•=r. ON VI aroYise.m 1,O,FSpNVILtf-ry ro m.in ONN$4� CITYof JACKSONVILLE NquA.."bm'"'°I"" ��q,1L5 LE.¢4,c it°l,:".In'Wcawl vg vCCITY of JACKSONVILLE Yx'="1e'aJxu.,alR:. �r,SDNVN,C¢,yc ir°leneliXnlleaM�� va.mr nl .R,fJ CIC°$ONVII.LEnxL.M,vx•-e.nJ+L•o,alln,=� ,Nc,'A5 E¢,yr i,Na e'.ula.N.eaMl IIa vCTT�.afvJ uCKAe$rwOaNernumuEa}.v 1��5 �¢'Yc 1°.a°ea`il'x.eaMl INI CITY y'R The Rf JACK$OI mILLE Yb¢^'e--- " Y C I,elun.i lsvCaMl e9 NL,u19le FFAMUP 9t[aYJ1px,Mlv DC,YI., „•'• afA1L PttNL• Y.•IL Pr,A6, ry yYa prAa, a(',: .1:• -= PC STANDARD ECCENTRIC TOP xwv. ,33 .01 STANDARD ECCENTRIC TOP xNT.F=N ,532.0E STANDARD SEWER INVERT x.T• M .SJ].Ds STANDARD POLYPROPYLENE x.T..N , b6.Dj PERITIA i43 SANITARY SEWER LINE Hxi.ak n53,.m ('/(? y TRENCH DETAIL °°" °ATM °�" ` n„;. *'' PRECAST MANHOLE DETAII „.s x ' ", , "' PRECAST MANHOLE DETAIL d Tess; „,„ . PLANS FOR MANHOLES ""_°,„ . 1soon. ., PLASTIC STEP DETAIL `\ D te1%Prw:dea by APNAN Co,sull'inq E"911 a 11 08/02/2M- M.9: Delves Rowded by APPUR CP Wlrnq 0n4-.rs 09/02/200 - 10:1 :.)Au Oeloys Peo•Kee by APPIAN Cmso 0,q E,9Vrw, O6/D2/IOC4-1o:l&oz AN Delexs MOked by APPIAN Cmsullinq Engine. 08/0/20D6- IUI °•lolls PIOMM by APPIAN C.,Un.,EngV_. D/D/2 -1 (Q In' 13 e r SUWILSS 3• TOP OF STEEL 'REWESTED RMMIO• STEEL NEx MEAD BLL3 wM 3 3/j STMME55 STEEL WASHERS RM RM ENCASEMENT PIPE 2 3 NEW RIGHT OF WAY- NOTE 2 1 /e 5*MIN. MAINTENANCE ytCi AT / f SHOULDER PAVED ROAD W1DTx SHOULDER. 1 /"z Y, u ASPHALT (})TYP[Me XW-PgC1PATXa PI[XN4E5 _ �• ; '� _ BUILDING .M.i0 READ � U / t I s.AxIT•wV sExER•oR `2'w6R' WATERTIGHT DETAIL PICKHOLE DETAIL _ - ->`. - .. _ . I =m'I� Y 'WATER PER.APPLICATION MEK AK I O - -W= "' / ') 10 RE AID wxi HOLES IN COVER. ^ II-f6 - I~ i ROAD BE �ThT-(Tmm{ I YIII // r, • 'xaR01NC ,_-n'I� A MACHINED NOTES: 1, a 5' 13 MIN. STEEL CA51NG PIRE)'Il' - }W SURFACES FRAME WEIGHT = 141 LBS. /�� n u SEE CHART BELOW « NOTES: COVER FACE COVER WEIGHT = 100 LBS. /W/ _ _____________________ ___________________ ________ ___ q , + / SCO # - 100858601A NCCS # - 1813 FRAME WEIGHT - 180 LBS. LOAD RATING = HEAVY DUTY " _ __ __________ __________________ COVER WEIGHT - 115 LBS. MATERIAL = ASTM A 48 S' LOAD RATING = HEAVY DUTY 2° CUSS 30 �/�/ CARRIER PIPE 5'MIN. LOAD AL = ASTM A IB U]/•' FINISH UNCOATED `IFWE+ YY� ADS MODEL AO PULL-ON END SEAL SLIP JOINT DIP BEY V 25• OR APPROVED EQUAL FA OF / CUSS 35B 20 1/2• MODEL EJIW V-2384-3 PNE SUPPORT ASSEMBLY 29 C 22'1.- 13 t 2 IW JT DIP PIPE DITCH FINISH UNCOATED / L� SEE DETAIL 3 1-� 2 C �DING-WAXR- TO READ 1 r T- J." wi.rzrlm',Fe SEWER'APP in CARRIER COVER FACE CARRIER PIPE CASING • PIPE �,fQ•. '�" I I RAILROAD HIGHWAY / 3 3 3/1 -j ZJ 1/2' / V / }.t/., I _ N041NAL OUTSIDE Wi510E WALL WTMGE WAIL �� / '1C vx' COVER SECTION �� DIAMETER DIAMETER DIAMETER T111CNNESS DIAMETER THICKNESS I 3J�/• I 31 ]>/e 6'&UNDER 6.90' 12!' °JBB' 4 6' 0.250' / STEEL DIAMETER STAINLESS FRAME SECTION SURFACES II ,, '' 8' 1.1E 16• 0.250' 20' 0.250' STEEL OR GALVAMZED BOLTS FRAME SECTION SURFACES H 1n• 10' n.m• zo' o.zer 20' 0.250' O Br3 COVER SECTION 12' 13.20' 24' 0.344' 24' 0.250• AS / PIPE SUPPORT ASSEMBLY C.P. PIPE SUPPORT ASSEMBLY MARK NUMBER DIMENSIONS 23 1/}• 16' 15.30' 30' OA06, 328'0, 03t2' / O O ISOMETRIC }S 1 . �' �I,\S•�OMdrEVTRV/I/C� 20' I2A0- 42' 0.56Y 42, 0.3l2' -\, / NOMINAL O& c w e © T T 4 % Y z (0 I/i'-U E 2ARE OU 0.563' 42' O.J12' \ / Q L MOLES 0 � IENZ[\ 8• 5• 2' ]/e' 3• I• 3/5' Y 3/B' 1/2-DIA. I REO-D 10.40' 1 7/8' 3/4' OO��OO MLIE°&'APPE° Ot/ l3U 4J 21' 25.80' t3' O.S6Y 4Y O.J13' / 8' 6' 2' 3/8' 1' 1 3/4' 3/8' 3' J/8' s/2' DIA.1 REO'D 11 OS' 1 ]/8' 3/! -DIMENSIONS ARE WITHOUT COATINGS N N Q T FOR WALL TRICK NE55 (I for fi 2" 3/8- A- 4.3M• 31W 4• 31W 1/2' DIA I REO'D 22.10' Y 1 3/8' 1 TIER PLANS f-- NOTES a 12' 6- 2' J/e' . 3 3/4' 3/B' 4- 31W 1/2-DIA I REO'D 22.30' 3' 1 3/8- H N' 6' 2' 3/8' 4' 2 3 1 3 B 4' 3 B 1 2 DIA.1 REO'D 22.J0' 3' 1 3 8 e MCNce Meets o' a /- /' /" /- / cr n� 1. Installation by dry bore & looking. 1y,7 16' e' 3- 3/8. 6- 4 1M' 3/8' 6- 3/8' 3/4-DIA.I REO-D 27.40• 3• 1 3/8' r DIA ANCHOR W �' 2. Bore to run from Right-of-Way to Right-of-Way unless approved ., / --- ROLES - ty,4 K - Grease by City of pipe as ��m / 24' In- 6' 3 1/4- 3/B• 6' 3/8' 3/4'DIA.1 REO'D 27.50- Y 1 3/9' CONSTRUCTION O O - P38, 3. Grease encasement pipe CM required yield for ease Of Installation. ,qWT vIPIE ,. 24' 4' i Ih' 10' S 3/1' 1/2' 10" 1/3' 1/3'fxA.2 REO'D l9.]0" J' 1 3/8' 6. Steel pipe to et l to be psi min. yield epoxy olh, grade B. FRAME TOP VIEW COVER BACK s. All exposed metal to be coaled with •pOzy or asphaltic mabf101. ADS MODEL AL PULL-ON END SEAL -3D' 13 ! 1/2' 10" 3 1/3' 1/2' 10" 1/2- 1/Y DIA 2 FEO'0 39.00' 3' I ]/B' 6. Skids 10 be inslalied, manufactured by ITT Grinnell, Charlotle, N.C. / Spider OR APPROVED EQUAL FRAME TOP VIEW COVER BACK NOTES Manufacturing, Durham, N.C. / APS casing spacers by Advanced Products 1. This casting is to be cast-in precast flat fops for round structures. Systems Inc, Lafayette. LA. / or approved equal. ONV,1 pzi•r•rem ulMerksmm mrM•.•„� - pNVILl¢ POn.orn+.rvYWsmlm NPWn•.a[yxmd&su 5oxvrEE arP•®•rf.blNs..Im CITY of JACKSONV]LLE og1�`"`L '"'-- ;,K. s 'I'°®'"'""s"`10 b�/N...Lr.L•..°Ie.^a oHvr ,r•°ormwu:s..m Y.5 L¢N .o.m,la CITY DfJACKSONVII.LE "'"" c hr .a.emla CITY ofJACKSONVII,LE gyK E'N T.ar1a L N .11 1a CITY ofJACKSONVILLE Wcrs 4eN raI•,Ia CITY ofJACKSONVII,LE 'C l.lvn.ille,N.0 15,1 IB RnI T.IApepYVelP}r.1NDMerRBICAIIee d'6Y '•dJa.iO.N.C^MI WP HTR n@ IAet�WVNl eMN°A..in(MCAryW,Mp.Y } C 1Wm.i",1211M1 UP,.11n NQ,OxvWa Ty.sTM"Yove MtY Y'' -'� ,•d•e"i.,NC. 41 We wml Y.lAG[Lxrellld aAx4lD AmiUIMMf on, � 'C 1MnlILNL.]WI Ne.nR NOODAY eSTA,9.V•bR.IstIISSY OR., awW IW6 LRA1e TGsig [arA6• y�y XAI& CXY7.., zG18: M,Ae• RNt pRA61 STANDARD MANHOLE COVER&RING XnTu ek ,Xw6.oI STANDARD MANHOLE COVER&RING x.i.a Rco6.0, TYPICAL DETAIL for BORE xP T.°N ,c0.oL TYPICAL DETAIL for BORE x.T• cm.D, TYPICAL DETAIL for BORE x.r w ,cm.ol US FOUNDRY 700 KL ,dam ATM. ;_ w.,. -°d "CAST-IN"FLAT TOP APPLICATION a°° Q;; HN "`' UNDER PAVED ROADS/HIGHWAYS '°„;„„ ®; UNDER PAVED ROADS/HIGHWAYS °° ;®; ` , w'' UNDER PAVED ROADS/HIGHWAYS _• qTM ; D D Gobi,Prnuidea q Ary... Comuv:nq En9 veers / `/ Oelals Prodded by APPIN C•"wllw9 Engimm� UM/ / - Delais Pro%k d by APIVAN Co,wb q E,9,vs M/D2/2006- Il: :• Au Delads Prodded by ADMAN Cen,WIMe E,g4was 09102MM-10.3e:2]AV INTERSECTING STREET 36 MAIN STREET /2' --- 1/8'RADIUS is, I 18' .. ..:',... , .. DETAILS 5]2.p1, PREFORMED AS; 532.02.OR 533.03 / �r ~• •�,r` IYPREORATED FOR CORSiRUCTIOR / r A 6• s8'or 24 ASPHALT SURFACE ASPHALT SURFACE ; • EXPANSION JOINT CWTNUATIOR /2-R 2' PLOW LINE 5'-°•DIAMETER(MINIMUM) 16s 1 VERTICAL CURB & CUTTER --f II " eI 1/2•P TYPICAL EXPANSION JOINT DETAIL \,, 2f///JJJ��I REMOVABLE PLUG • GOING Bp PRECAST '\% (SEE NOTE 3) �P 7A. I.-M MIA11 R/W CONCRETE MANHOLE2 7 5`L • VARIES(SEE CRY OF JACKSONVILLE USE FLEXIBLE RUBBER lDROP MANHOLE WE TIC1'-OLIN. SIDEWALK ANO GREENWAY PLANS) }'MIM4UM 1/2R n - ,,=1T-- BWT OR APPROVED . - • - NOTE 5^ n VARIES TOOLED EDGE (TYPICAL) SCE DETAIL 10101 PVC MANMR I'M --- - 2 4 t 4 4.1 2' THICK r2 1 _ ADAPTOR IN OPENING PIPE STRAPS COMPACTED CABL 4 THICK 3000 PSI NOTES 8&9 ,III/( l (STWOLE55 S1EEL) i cO`ICRETE s/W 1 \ 1•NIOE x 21 IZ 12 FIRST JOINT GAUGE W TH / t 1/21- 1Mr- CURB I, STAINLESS STEEL 12 OUTSIDE MANHOLE I I P 41e0N SLOPE �1 PAVEMENT TO MATCH PROP yt' •F� \ EXPANSION Jf. -� I(- - \. Jp'..Nr..2 PIPE MATERIAL .I'I r 'S f _�-_ ^, I 'I ANCHOR ANG R BMTS TO ' 4� R• -AA. .- -_-- -'(��IITI�LII7=1-I- _ WALL ��¶i OF '•i PIPE 92E SAYE ({� _ BENCH AND INVERT / I Y 5.0c0 PSI AIR ENTRAINED •VARIES, MAXIMUM SLOPE 3:1 `COMPACTED `UNDISTURBED '1�LI h II- 1 \' / : r\. TO BE REBUILT TO / CONCaEtE TW1H ES REINFORCING UNLESS APPROVED BY THE SUBGRADE SUSGRADE T II IL- Fl1' WHEN VAIN IS DIP •'I q \ l I. - I, I HANDLE.NEW rC 1 e C / I . BARS NO CLOSER THAN 1 3/t' "- (T" PRONDE TRANSITION {P ,` I yl %ROWS PUBLIC SERNCES DIRECTOR. ! I PLING AS TO AN WMIDE SURFACE' AGYROYED BY \ \ / I f,%- •�� TYPICAL SIDEWALK With UTILITY STRIP PUBLIC CU 5 16' or 12' } Y-J 6 I W R/W DIRECTOR I lt- VARIES(SEE CITY OF JACKSONVILLE 4Y BEND OR 1/3 R / d: I MOUNTABLE CURB & GUTTER l 1 Inl I'-O'WR. SIDEWALK AND GREENWAY PLANS) J•MINIMUM 90'BEND L.AP"YM f L„}`H„ •` -✓'�' E / - 6°6 lit JI I Wp DE 'NAMES _ SEE DETAIL IOtm P s / .i < EN,S GRA I TOOLED EDGE (TYPICAL) NOTE 6 � \i ,.,n;� `rL�ITIj'('�' "r• ^\ 2 _ C THICK 3No Pit 0)+ fah 4 C CONCRETE'S/W �^ I ^�y'r.fl II �IIT .rtI ♦r�I E •'// ' --IT t /11 I 0/2 12 1 v cuRe ..,�, (j - I I C'14�1 '..� Yr'.J m • .. NDTE 5 ' <•' M ON ADPEr 12 .(Iv✓� r, } .,} ,Y`?r INTERSECTING STREET , I 1 PAWUENT NOTES' h{ T CHARLOTTE SHELBY •A - ____ ____-_- 11- /;•,: > , /- .. . 1. This detall Is to na approved on a case by case basis 1230 WEST MOREHEAD ST. 201 WASHINGTON ST, / ��n. \ �• `rl TTII- '11-III 2, All ihru pipe shall be lilted with sch, 40 PVC removable plug. _ } r1 �Fm �I =17 SUITE 400 SUITE 200 3. The plugs shall be secured to the drop filling with two feet o/ stainless steel or other non-rusting chain secured with stainless steel machine screws, nuts. and CHARLOTTE,NC 28208 SHELBY,NC 28151 •VARIES.MAXIMUM SLOPC 3:1 `COMPACTED UNDISTURBED IIF[ washers. ]/ r uNLEss APPROVED BY THE SUBGIMOE SueLRAOE m=ill A,=U-I-Irl 4. The diameter of the vertical stack shalt be equal to Intel pipe size but not Teas 7041731-7000 704I406-6000 Y I PUBLIC SERNCES DIRECTOR. -T - than 6". Drop stock to be SCH. 40 PVC pipe. TYPICAL SIDEWALK With UTILITY STRIP 5. The vertical stack shall be strapped to the manhole of the pipe Joint when more NOTES: than one section. 1. Score curb & Buller al 10' D.C. , NOTES: 6. Th.Nbow at the bottom of the stack may be either a 45- or goo turn placed in 2. Provide 1 b expansion taints ai 90' D.C. NOTES: 1. Provide 1" deep tooled traverse structural score Joint with 1/8" radius the direction of flow In the manhole with a channel constructed to conform to the _ 3. Concrete to be pans P.S.I. t) 28 days, air entrained. I of 6'-0" D.C. manhole bench. Provide support for elbow. RALEIGH LEXINGTON 1. Centerline of•alley Buffer flowline of curb & gutter. 7. The pipe shall be chamfered 1. an angle of 15'. 4. Spill sections will be approved on D case-by-ease basis by City Public Services 2. FIrs1 5' of IieY utter to be poured monolithleail Includingcurb & utter. 2. 1/2" Preformed asphalt Impregnated expansion strip Joins to be placed 8, Core drift hole for existing manholes, Precast hole for proposed manholes. Director. g y g 32'-0 D.C. longitudinally, s P p 9131 ARSON WAY 1070 SOUTH LAKE DR. 5, Chamfered edges abutting asphalt are not permitted. 3. Services be used only on a case by case basin when approved by the Publicadjacent ID Laths, when butting existing structures, g. Place composted No. a stone arroundfor all boats. 9 9 P P Services Dirsbr. concrete, or buildings, and of changes In width. 10.This detail shall not be used for force mains. SUITE 204 SUITE 1ya5o"va eN ,o a ;w"N "m CITY ofJACKSONVILLE °P"e'd d m " eve°N°"ESN P°; ";; "` 6 CITY of JACKSONVILLE °'" "'� """ ` �kSONVE'Ls y ,abobb a T•NkT..m CITY of JACKSONViLLE "•""'="-- yv$°"v'LL¢ y .°o w ri`"MNT°"L� CITY ofIACKSONVII LE M" eH Na' RALEIGH,NC 27615 LEXINGTON,SC 29073 'c m.ux,Hev4I 1®.+rxnW,.•u.HwwTx tt.Hn.AeTWaOcn.w,aHCY bK• rwnlmx.eaM1 V.eminW,AR,bxVIM2 nAxPNP w,e+FAexx.,nxeY :c ,s:d,N,N.CWVI 1R RTnl no Aowlw}x aAxRAxolWxaxATw,o4.y y' C` ,.4.n,n,.xca41 urz Wml na,ATx,wxsu ttAXbuPPm+aATdxT Rxu 919J573-6400 803/356-0507 TYPICAL CURB &GUTTER x. ;+o%u, TYPICAL VALLEY GUTTER W. '- •"4FIa�o3 TYPICAL CONCRETE SIDEWALK W*•� •«��5 STANDARD INTERIOR xHr.d ,33=.oa �e -fa revlRRxwTe amrW �+ WJ snTnnxlum scare c� JN uwaxoNe TI®r•. u„ ,r`• e °-.a,l„,".•+ SECTIONS „�.:md 1 , `•w - P. DETAIL ,...add . •Pn„.,..,.. AND EXPANSION JOINT DETAII. ,.,e.aDL 1 . I ter,„ HH DROP SITE DETAILS - L1U , BARTLETT F ENGINEERING &. SURVEYING, PC SITE DETAILS �'Iqr WILS HASH STREET NORTH TELE; (252) 399-0804 1111 CD WILSON, N.C. 27893 FAX: (252) 399-0804 SEAL�� LICENSE NO. C-1551 www.bartlett.us.com 20106 = ,F ,n LREONS: FEB. 2012 SURVEY BY: TB,CN PROJECT: Pricing %�� "Vr21NF'F' ��,`� : AS SHOWN DRAWN BY: LR,PH 11-140 PROJECT NUMBER CITY OF JACKSONVILLE ONSLOW COUNTYS. B;;pvvv CODE: MBAJ DWG FILE: 1153SPIS NORTH CAROUNA ZONE: B-1 1 2 3 4 5 6 7 8 02.03.12 C403 RELEASE DATE SHEET ' l ti Ej I I I — — — — — — — — — — — — — — _ _ Benchmark "#T Legend Sto �r I i \ 19\ / - _ At Comer of Basketball Court Elev. - Elevation /I /I 1`�' - On Mao Nall NS - Nan Set Elev. 42.14 I5F - Iron Stake Found Elev. 43.02 (Cowdy Survey) EB - Electrical Box Elev. 42.14 (PAI' NAVD 86) Ip - Light Pole \ I I NIT - Nub I Tack `1 \ \ s \ \ I I PK5 - PK Nail Set 6' Nigh Choi I \ i III DI - Drop Inlet $ Link Fence I I _ _A2- - _ _ uG - Underground Utility I - - ` _ - — — - Ditch a• Swale Site '�• ® - Stop- Street Sign �W I I I of — - Silt Fence a - - - - ' - - - - - - Inv. In of _ Canasta P Slotted - - -I I i Jacksonville Country Club Q. - Gleaning Limits - - - - I D.B. 24 Pg. 403 _. - - - - -4F - - - - - - - - .- - - -EX1aGni�Swale .. � ., "u`- � g� R-7 1 GU-TCA - Existing Woodsline Golf Course -._— - - - - ip MEG / ��I •F - slotted Drain Pipe 41. \ 41.i30 41A0 42.00 •B>, _ �. .� RCD - Rock Check Dan b Ex. aise ll I1 RRA - Rip Rap Apron Concrete \ ' EOP - Edge of Pavement d MEG - Match Existing Grade F:li I •••\ - Inv. - Invert NC ever 9Q 44 D I I \ dS cIg - Curb and Gutter l I 41.37 w Existing x 41,37 - Spot Elevation iI \ � �'�' Woodsline _ •tl� 4 I I lsto It Vicinity Sketch Rarr�ove Exl ISea I -�- Flow Arrow `J Tip Liras i FI I fisting Not to Scale 11 I I \ General Notes: i. Adjusted Elevations For our Topo Work That is i IGPS (NAND 88) To Match The Elevation Datum Per x F Nq� h a� Previous Survey by Gairy Conady Land Surveying. \ 83 April-November 20, 2007., and Furnished By Owner. r?� �j Average Adjustment For PAI Elevation Shots +0.87. Relocate \ i/ \ >J �e a 2. Boundary information From Galry Candy Land Surveying. Existt LP exl I I \ �It Cleaing \ fey April-November 20, 2007. Map Furnished By Owner. 1P I \ I Limits 3. Existing Parking Lot #5, 6, and 7 Taken From Survey By \ / //i 40.70 i \\ / water \ i Gairy Ganady Land Surveying Dated Nov. 20, 2007 i \ I \ ( Detention Pond I \\ 1 Sae II I \\ Slotted 'D;aln I I ` o — s t 2a 2 \ Erosion & Sedimentation Control Notes: • Far Addit I \\ 1. Clewing or grading operations shall begin at low points, points of outfall rotease Existing of I I I \\ i �/ I I .2 lnfom,ati ry,� Parking I / \ i \q or at other locations where sediment control manures are shown on the plan, and Lot (see I I I 5 Berm Rip - - - eBI, 3\ the sediment control devices (sediment traps, silt fences, diversion stormwater o Detail) I i 40.65 I m « Lined -43- _ _ - -- j - - ��\ treatment areas, etc.) shall be installed before an simultorwously with the i - - - - - - \ disturbance of any area draining to the device. o I I I Muck and ` \ '�- - -- -- _ 45- __ . \ -- , 2. Construction Segya�ee: FI Y I Ftll EzGstirp //q4� Swale Notify City of Jacksonville, Starrmwater Division, Engineer and Owner prior d 32.5 - - - - - \ - 44 to beginning construction. / B. Install stabilized Construction entrance for to (m I / /1 �. \ \ = � � � J - _. __- - - _ � i#' beginning construction. x / ///// �� \\ \ > i - - - \ \ _� G. Limits of clocrirp will be n shown. Silt fence shalt be installed at the down slope edge of clearing Immediately after a lot is cleared. Slit w I I / I I / //// \ 1 1 ( / \ ;\ - fence shall be maintained until the lot is stabilized completely. Silt fences be we 'hown needed bossed sediment prior tan to entering Iolate arenP expect / .\`.\ '_ trap i^9 slope /�/ 1141 > \ �t./ \ locations of installation shall be adjusted to the actual physical an site // Y _ ` topography. That is, where silt fence to not shown on the plan but the actual topography reflects a downward slope, slit fence shalt be installed. / 41.W Where the actual topography reflects an upward slope silt fence is not regpired. x / ` -4q - _ III ///j s�it D. Clear I grub entire area within clearing limits n shown. / i E. Strip topsoil 4 stockpile for later use. F. Rough grade site. Construct Stormwater Pond. i Relooats I / \ 42.13 \ \ /j 1 Gteari W. Within 15 dG. Install ays completion of i install tern Exist LP I b I I / \ /� \ / /// 2:1 I s ^9 ay upon grading, temporary on permanent i s -Limits - seeding and mulching an other approved groundcover. I a — / I I / I /: - - �� 1. Fire grade surface couryekirp sea, place GABC over compacted subgrads. Install asphalt 47- - - J. Seed Fertilize 1 mulch all disturbed areas within 15 d completing any i I m l i 311 ( days of corn letl Remove Exists ( * I Slope \ I 3:1 SI e, Parking Lines rW ( x l i I Muck and p a \\ � ' phase of the grading work. Apply temporary seeding if any area is to be Fill Existkp I Flat \ \ i Sitt F distEngurbed agateer 4 an1 permanent if areas have been Final graded I accepted by II Swale - _ - _ - - - - - \ I - �- 1y � / \ i - -- -- 1 � -- � 2. Seeding specification. / ypas� \ \\ _ Apply time I fertilizer / work 4 to 6 inches k�to seed bed, Seed mixture shall be existing cog _ - - 52 °^ distributed uniform) 4 covered with a clean straw mulch. Mulch shalt be existing cIg Y l i / 50 Qc 3$ Y crimped -- --Ex. 15' rcp' \ \ 41.75 I I / le or tacked to help hold in place. Application rates n follows + mulch rate to be . U ------- UG - J ip inv. Per Survey 42. A5 _ _ _ - _ - 15)� doubled If crimped tz r - - 40.10 \ Ganad�Land iniry v. s \ - _ _ Material: Application Rate Y f 40.00 `LDS _ .- Lime 1000 lbs./Acre By Surveying -- 3 % -� - -- - —. ". - - - - - - _ e{ o{ of / - Fertilizer (10-10-10) 800 lbs./Acre 43.00 _ Mulch) 2 .0 tons/Acre 40 /'- - .. _ - _ - ti/ oy gyps \ \ \ 0 Asphalt Tack 435 gallons / Acre (max. ) 1 2_ •�•' yea \ Permanent Seeding s "Rebel Fescue" 100 lbs./Acre C I I_ - - - _-- --- - - -- - _ ` ��`� ` \ \ LR.iF. Swale ��Rap 20 � �\\Vf , - - Silt F - - .` .-_.. - a - _ „ (Hulledon gApridlal - Sept. 1) 50 lbs./Acre �X\\111111N//yv' 4) Inv. Out of ��Illees�� .,,.�- Existing CAR FacultyDrive r ' slatted m \ / Drain Sol +I I m �L \ \ of of (Unhulled Sept. l - April 1) 75 lbs./Acre �� R x \ \ \ \ \ \\ CL a Woodsline , �� ESS%p IIv Regrade Existing \ \ \ f Rye Grain (Sept. 1 - April 1) 50 lbs./Acre t� OF 7 ` " - German Millet (April 1 - Sept. 1) 50 lbs./Acre 7 ` I I Roadside Ditch \\ \ lit \ \ \ \ \ -46 Gleartrq I .Q� SEAL \\ _ \ \ \ \ \ p6.\ \ Limits ep Temporary Seeding i a18T® y- - - - - - - - - - - - � \ \\ \ - 48- Dec. - i 15 o espedeza s./Acre ✓' Q'•Ex. 24° rcp \ I K ba L e c 50 lb Per Survey - yCj I �'43,- \ \ vy \\ G Grain 100 lb s�'is+ GI inv. _ _ r - - /� �\ \ \ - - .._ - -. -. °in \ Rye r n s./Acre ij ConodyBy airy L Land 9.28- - -+- - - .- I - - \ \ \ \ \ \\\^ \ �. ` -\ \ \ - - -- s April 5 - August 15 'ply/ 1 Ii11 3 gu -- — .--- --- - _ // ,..- ._ � ` -� \ \ � .� \ \ � ., German Millet90 lbs./Acre Surveying - - August - Dec. 15 o ___ -_ .\ ® ` \ I � RyeGrain 100 lbs./Acre .�`'// M nv f -- - - - -_ .-- - - -- - - - - - — - - - - _` _ *3 \ \ \ \ \ 3. Upon restabilization of all disturbed arose 4 swain contractor shalt ova all \ \ temporary erosion control facilities / grade, gran I mulch the areas. 4.. Contractor shall install additional measures n necessary to control erns p, existing on-site and limit sedimment run-off of site. =Ig Roadside Ditch tY \ q eti � s arm a Inv. Out \ \ \ p^?hoihe \ `� 9S T \\ I _ _ 1 Place Sod on 3q.5 � \ �. �� f � \ � \ \ J C,Y ope Of 6i / J \ SIRe ailed Ditch \\ \ \ \ ` \ \ �' \ F1 \ Parking, Grading, Drainage, Erosion & Sedimentation / P \ \ \ \ Existing P"Fkdg Lot pbStabilized e and Stormwater Management Plan i1 - - - - - - - - - - - - - - - - - ` \ \ \ \\ \ Construction /P � + ��'++ \ \ \ \ \ Entrance C.C.C.C. \ PARKING LOT #5 EXPANSION S \ \ Jacksonville Twp., Onslow Co., North Carolina 3 1 i�RIN TEE y_16.�9 I1< \\ \\\ Owner: a PAJ? ER G& ASSO('11 TE,v, INC ` � \\ \ \ s Existing Coastal Carolina Community College '�� -„ Gravel CONSULTING ENGINEERS L:+,•:D SURVEYORS LAND PLANNERS \ \ \ ` \, Drive 444 Western Boulevard u I Y.O. BOX 976 JACK.90NVll.L E MC 285Jt-9976 \\ \ \ \ Jacksonville, NC 28546 m I \ \ \ i Existing \ \�\ \ \ \ \ (910) 455-1221 Volleyball Clewing im b 3 Court \ GRAPHIC SCALE: 0-20' -- , , �3, DATE: 04/06/Oq o l0 20 ao 60 SCALE: 1 -20 u I Field Book: C.C.C.C. #3 P 28-30 Silt F FEET u 1 / M I GPS File: CCCG-Parking Lo.5-Site.dwg Parker & Associates, Inc. Disk Name: Acad 2075A Consulting Engineers - Land Surveyors - Land Planners sDa. Filename: PankingLot5-Site.dwg BLD P.O. Box 976 - 20541-0976 C Job No.: So80604-4521 Sheet 1 Of 2 306 New Bridge Street - W540 Jacksonville, North Carolina c Phone 910 455-2414 - Fez 910 455-3441 N INSTALL RIP RAP ONE FOOT OPVER TOP OF BANK EXTEND THE FABRIC OUT .v .vW Wv ONE FOOT AT THE TOP OF THE CRADE Trash Rock to be cast iron li W W W grate with i" opening* ` WW WWy 'n4� EXISTING ROAD Perking " n Pr'op�d PrecaetdConcretee Solid Box Long txr Existing 12 12 Catch BasiBolt graten concrete 6" Did. 12" Aluminum Orifice Pi r,,, t --s► �'"'� Parking with 1.0 die. hole drilled in and plug. s :,�.• „ .w, • , �� -� Orifice shall be provided with an •.•f •.: ':';;'. • •, ,�,, •, ° Top of Pond Aluminum trash screen with 1/2" Mash. Invert elevation at Outlet Structure chain be perm. d. �\Z\';1: 1'1//1 \ \ pool elevation Grout pipe securely into place. 121 , +., E4 `TO BE R/W CHANNEL GOncrete / /\�/\�/��/\�j\� Temporary Pool Elev. 40.0 I, .• • . ::+.,:...;.;1,:. ,Ir v INSTALLED. • •a. •,.,,;�'.�. �'Y TOP \ \� \� \� \� \� \� \� \� \1 \� \� \� IL •i•. ••;•,;•,.Y,;..,.�„•:"4,,.^ •.:., PERPENDICULAR // / jj / jj\�/ / / jjj /\ CONCRETE FEs • ti*" '`+,r' • ro THE GROUND 50' MIN. 12" Slotted Drain Pipes r \� � \ Permanent Pool Elev. 39.5 y1 . • .. LENGTH 3 Approved EgNal. ///j//��jj /j/j � /j/j/j/j /j�j/j V BEDDING SEE O � � � � � � � � � � � � � � � � � � I0:t DETAIL 831.01 ,p. B I SLOTTED DRAIN DETAILd CONSTRUCTION S67 STONE Shelf APRON ENTRANCE NEOTEXT PROFILE NOT TO SCALE x GEOTEXTLE FABRIC ^ i u"' "' a 15 RCP'V!,I',I„�ii 12 MIN. } •oy} u (SEE NOTE) To Outfoll Inv. In 39.5 d PLAN VIEW A A 1.5 x dS0 BUT NOT LESS THAN *• MINIMUM TEMPORARY STABILIZED CONSTRUCTION ENTRANCE Comm, Not to stole SPLASH Use Extended Bottom of Pond NOTES Construction Specifications APRON 2D Base W = CHECK DAM WIDTH _ „ 1. Initial course of rip rap to be laid In excavated bed at aide elope*. Rip-rap Is 1. Aggregate size - Use 2-3 inch washed stone D= DEPTH OP CANNEL b„ 24 b, not to be laid on top of grade of aids slopes. endm= MEDIAN DIAMETER OF STONE 2. Length - As effective, but not less than 50 feet. HANNEL RIP RAP APRON 3. Thickness - Not less than six (6) inches. 50 OM Not to Scale 4. Width - Not less than full width of all points of 13 _. ingress or egress. Minimum of 12'. PLAN VIEW OUTLET STRUCTURE DETAIL TEMPORARY UNER 5. Install filter fabric under entire footprint of the construction entrance. TOP OF IF REQUIRED PER PLANS. 6. Washing - When necessary, wheels shall be cleaned to CHANNEL NOT TO SCALE INSTALL PER MANUFACTURE'S y' 6" 6 DEPTH AS RECOMMENDATION remove sediment prior to entrance onto public right-of- W = VARIES CHANNE`TOF 12" SHOWN ON way. When washing is required, it shall be done on an tigtis!: PLANS area stabilized with crushed stone which drains into an Top of 15" rcp will be above elevation 40.0 of the top approved sediment trap or sediment basin. All sediment 112 W ( �1/2D of precast concrete box. Provide additional measures CHANNEL shall be prevented from entering any storm drain, ditch, � D as Hooded to prevent trash from entering rap or watercourse through use of sandbags, gravel, boards 112 DD� 1 Il- 2D 1 FLOW (Screens or Rocks, act.). or other approved methods. J� am am l EXISTING GROUND EXISTING GROUND 7. Maintenance - The entrance shall be maintained In a SWALE 1 condition which will prevent tracking or flowing of -� TEMPORARY POOL ELEVATION INVERT IN=39.5 a'M:N 1 .5' LINER HEIGHT sediment onto public rights-of-way. This may require CHANNEL r..5"" ONE INCH STORAGE PERMANENT POOL 3 periodic top dressing with additional stone as conditions BOTTOM DEPTH=40.0 5 FOOT BERM ELEVATION=39.5 demand and repair and/or cleanout of any measures used to �- 3:1 51DE SLOPES trap sediment. All sediment, spilled, dropped. washed or SECTION A-A SECTION B-6 TO OUTLET 1 ABOVE PERMANENT POOL tracked onto public rights-of-way must be removed FOREBAY BOTTOM SWALE DETAIL NOTE GIVEN DIMENSIONS ARE MINIMUM UNLE550THERIP5E SPECIFIED 5Y Tr.E ENGINEER FOR 5TE 5PECIFIC CONDMONE. 101 VEGETATED SHELF ELEVATION 3 '.5 FOREBAY NOT TO SCALE MAIN BA51N ROCK CHECK DAM MAIN BAY BOTTOM ELEVATION 32.5 O:I SLOPE 2: SIDE SLOPES 2:1 SIDE SLOPE NOT TO SCALE • STORMWATER DETENTION / I POND OUTLET STRUCTURE ! ! I SEE DETAIL STORMWATER POND I . Out �' / Ra rode Existing / 1 ! � ! 5 / Rdladeide Ditch Pond Inspection Notes: Pond Notes: CROSS SECTION DETAIL To aid in I. Excavate 1.0' des to act as tam sedknant basin dun' construction. NOT TO SCALE pond certification please contact the pond Per' Por'QY during certifying Engineer at the following milestones. upon completion pond depth shall be verified and cleaned out to insure the bottom of 1 , Excavate Pond depth I minimum below final elevations I. Bottom of pond established - elevation and size. the pond elevation is I.0 below stated pond bottom elevation For future sediment 1 I 2. Forebay berm established, prior to rip rap - accumulation. to allow for sediment storage. location and elevation. 2. Contractor shall place 3" of topsoil over exposed pond slopes prior to installing any 2"BCSC / j ! 3. Vegetated shelf established, size and elevation. vegetation or seeding of the pond. 6" DIA. RIP RAP 5HALL BE 4. Pond slopes established, check grade 3,1 or 3. The stormwater• detention pond reWires Inspection during construction by a 8"CABC flatter. Outlet structure on site - confirm professional enginser, or by a representative, and upon completion recgl}ree a G" HIGH G" WIDE IMBEDDED 3" MINIMUM INTO Orifice and other dimareions. certification of construction, and record drawings to be submitted to the City of \/ / / / / CONCRETE CURB EACH SIDE CONCRETE SPACED IN STAGGERED 5. Outlet structure installed - verify elevation. Jacksonville Stormwater' Division. Please ,refer to pond inspection notes for milestones \ \ \ \ . . . ROWS AT 12" ON CENTER 6. Inlet pipes installed - check elevations. to contact The Engineer' to perform the r•eciilrements. 1l 7 7. Concrete spillway installed. 4. The vegetated shelf is to be planted with wetland type vegetation. the lower portion \//\�j\�j\�j\��\� 2" EACH SIDE 8. Grass spillway excavated - size and elevation. of the shelf is to be planted with m e�ai mixture of Juncus Effusus (Soft Rush), ' i� ��\�j� �� I 12'�-- / / 9. Top of pond established. Peltaolro Virginica (Arrow Arum), and Pontederta Cordate (Pickarelwesd), all on 2.0 yll �� eA, I / 10. Vegetated shelf i centers. 6, u sprigged. o 0 0 0 0 0 0 0 0 S. The upper portion of the shelf is to be planted with on o o O o 0 0 0 0 0 o n vegetated p seywl mixture of 0000000000000000000 O It is not Intended for the certifying Engineer to Dichronaa Lotifotia (White Ste Grace), EupatorilAm Dubium (Duwrf Joa Pye Weed), ad _SWALE 0000000000000000000 be the contractors Qualit Control. Lobelia Cardinaits Cardinal Flower), all on 2.0' Canters. 0000000000000000000 e� ni qs I / y ( ) COMPACTED SUBSOIL 000000000000000000 0 O P e Solt I / / / I 6. In lieu of the above listed plants, substitutions from the list of plants in the DWO o000000000 3 awwe BMP manual may be submitted to The Engineer for approval. ASPHALT PAVING DETAIL / / Ra'pof sd Overflow Swale / / Not to scale I LENGTH VARIES 5 Bean Rip // F5HALL GO TO BOTTOM OF POND Lir ed / PLAN VIEW or 1 Flatter / / 3:1 Slope ! nj TEMPORARY POND FILTER FABRIC / -► MIRAn 100X OR EQUAL FILTER CLOTH IN 3'-0' WIDTH / \ iE SECURE TO FENCING. EXTEND FABRIC 12' INTO / / \ \ \ I 5WALE PERMANENT POND ro v EXCAVATED TRENCH. NO BURLAP YALL BE PERMITTED. / too' 30' 2. 1 i W W VARIABLE AS DIRECTED BY PUBLIC SERVICES DIRECTOR ' \ \\\\ [Vegetated 10=I Slope G" THICK CONCRETE SPILLWAY, \ N W NORMAL SPACING W-O' MAX., / (/ \ \ \ \ \\ Shelf REINFORCED WITH WWF MESH. 00 FOREBAY REDUCE To 4'-0' NEAR LOW AREAS. i SPILLWAY SHALL BE CUT INTO POND i \ \ \ \ \ BANK SLOPE, AND SHAPED TO FIT FOND SLOPE. Wood Posts Not Allowed. ' TOP OF CONCRETE SLAB EVEN WITH POND BANK SLOPE. i N W \ NN \ \ \ 2,1 Slope , SPILLWAY SHALL EXTEND TO BOTTOM OF FOREBAY WELDED WIRE SECTION VIEW p,K W •••••'/r V/W W W TOP a BOTTOM VAC ES"AREt 0 / / / / , �`y GUAGE MIN., INTERMEDIATE \ \ \ \ \ / BN Detail wOy WIRES ARE C 1 " GTO MIN. e , CONCRETE SPILLWAY WITH RIP RAP `I' EXTEND FENCE 6" INTO , / � � \ \ \ \ \ \ \ \ \ W N' EXCAVATED TRENCH // / / i / Outlet N and gat• 32. \\IIlIN �w ,•• ,j woT i�W SELF-FASTENING POSTS ISTEEL t ro cR�ouNo // / / // / /� See Data t \\\\\\ \\ \\\ \ \\ m j `��qt\ CAII f1l" _ n01 NOT TO 5 ALE .Fb III, yW .yW.li •......:'r N,WN, yW MAY POSTS BE USED.4" IN DIAMETER y// / \ \ \ \ ^�j�•O(tE$ �� •y N' ., , y BRACE POSTS AT , / , \ \ \ NN ore _ . 4Q SEAL Low PANT N, _ 34978 A NO so TYPICAL \ NN \ \ \ 2,1 Slope m „D MAX. / �` \ ` ` m Stormwater Pond Detail 3 s' 2'-s• 4• V toted Shelf Bottom 39.0 \ \ \ \ \ \ \ C.C.C.C. v MIN. I, \ \ \ \ PARKING LOT #5 EXPANSION \ \ \ 7 7 y NOTE 2 ermaen o0 STEEL DRIVE POSTS \ \ \ 135 \ Jacksonville Tw Onslow Co. North Carolina c MIN. 24' (EXTRA DEPTH ,l - - - -- - - \ NOTES i I REQUIRED FOR UNSTABLE SOILS) Owner 0. • Too-in backfilt Into trench and compact the t '', a \ \ \ \ \ \ \ \ ��- Coastal Carolina Community College usoil firmly to anchor the bottom of the alit fence so that the runoff Is forced u to go through the fence. No runoff Is to flow under the fence. \ 444 Western Boulevard 2. To Increase storage capacity and prolong the IHe of the' silt fence, excavate a \ \ \ \ errs oo Jacksonville, NC 28546 6"x6" sediment trench uphill along the tine of posts whenever possible. 15Q' (9to) 455-1221 4. Total drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of silt fence. 5. Silt fences shall not be used at pipe outlets or In areas of concentrated flow \ \ \ \ (creeks, dltchllnes, swales etc.) \ CRAPNIG SCALE: 1"=201 31l slope \ \ \\ \ DATE: 04/06/0C1 o 10 20 40 coo u TYPICAL SILT FENCE I \ '\ `\ / \ SCALE: 1 =20 u Not to scale FEET STORMWATER DETENTION POND Field Book: C.C.C.C. as, Pg. 28-30 GPS File: CCCC-Parking Lots-Site.dwg Parker & Associates, Inc. SCALE: 1".10' Disk None: Arad 2075A Consulting Engineers - Land Surveyors - Land Planners "fie FilencrI Porkinglat5-Site.dwg BLD v P.O. z Jaokwaville, North Carolina Job No.: 5080604-4521 Sheet 2 of 2 906 New Bridge Street - zeis4o !a Phone 910 455-2414 - Fax 910 466-9441 n' OD V (7) UI P W N • --I Dv° ° ° ago - (p07 .+ 9: 5 ho � oa03aN ° 703p3 � � xt° ° p O .°+� fi � vh0 � .'. � � n hyV ops ° 3 °Qa � ° • v ° a0o ? ao o / ° o O- 7 p o 3 ° � ? ho h • ? 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C r"� I O OD N W W N (.n f.n Z n- OOP O 0 N W A S r 0 = Z01 w 0 z James: Stewart ard,ls� ic*1eg 1w, General Grading Drainage Erosion N > o rn z m m D O Z En ineerin - Surve in - Planning ' ' = N nz K o o Z m D o n eq arc e C S 9 ,,,�,(m,,,,,� �,(o�c976 1M41 and Sedimentation Control Plan 2 M f 1 m O A D . +�.. 0E}I'A +�S-t4u frl o h K m = r �� : _ PARKIllTG LOT l�To � 4 0 N �rn 0 < 120 South Fifth Avlenp(,e 5511 Capital Center Dr. ,. . v ; O A J m = BaX 2047 Suite 102 • • � ,� COASTAL C ARO LINA C 0 �VIMUNITY COLLEGE n w D 0 O m Wilmington, INC 284d2 Raleigh, NC 27606 i N > X � PN (n r w TEL: 919 763-9901 ) TEL: (919) 851-9393 Q! I{. :- Y cD 0 A FAX: �919� 763-7852 FAX: (919) 851-1336 JACKS 0 NVILLE, NORTH C ARO LINA 0 1992 80NEY ARCHITECTS, INC. FACULTY MEMORIAL DRIVE 40.0' B - B 27.0 B-B r D j M m D Cn -0U 0 Dp i, o In D -- -- 71 LM D 15 SPACES ® 9.5 FT = 142.5' -0.0 a 56.0' 10.0' 9.5' 15 SPACES ® 9.5 FT = 142.5' 28.0' N z D N m cn Ito j N � O D �7 0 20_0' m czi -0 D � LU — r- rn I � N m "D Ut U . 20.0' D p o r = 0p D= 0 `� 7\zj O - - - � ODD cn r � CD \ m - i �! � 0 9 SPACES ® 9.5 FT = 85.5' 9.5' 19 SPACES ® 9.5 FT 180.5_ a I I I I I I I I a LIGHT FIXTURE (TYPICAL) 90.0, - _ 62.0' 278.5 I 398.5' �OF v v -4 W N v r 4 C • r • C9A0 fl rn '(A'4 A 0m -- - - - D - -- - r � rT - - - C1e >s � L _-� 40 1 Am '0roo �pZZ I �� CCCC ' rn Z I o i I Z AZQO ►r O GOnNa A _m _�T r" I t D p «INi� i 07e 0700 � NZ Ale x7Ap0 O DA C I v - -4 O 7 m m I z O iya yw A$ a IO�y� r, Z � � 2� + w A! p 7e w A w 11A u'I VARES sie m f n J - -4 � o 12" vp ,., p py ..s T .49 O I - I qtR \ 4.. v v Q =A y H A as a FA �,, w . • t/4" COMPOUND o m a ' EXPANSION MATERIAL rrn n \ g^ IN v � � z 10" � Z � VARIES � Z � �\\/' 00 004 z 70 -4 Z 1 v $ � .yL $ Cl) D w a \► 1 D j \ N •a ,� EX) p r, rrr, v o v aD o r Q, cn X a v p p /\ m 10 7F C r=.+ z -4 m . r Z D \� ' ' n rn D K .'r O (n O r m m N a O s� m /X � :: . 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I mj �22 OC 0 T` m Do 0 m a = o`r6 0 10 Zop 00M Z AV1 f=l o O m m m � � � D� 0 \ A $ 8 < O 0 r X m V p D0 - = ram z X _ O Z A � O7 ➢ X M � � n � C OC 0 v m � m mz m O D z r mo p 00 rtl ;U co �c+ � N ao I m m Zm 0 O N p z X p p rn m o z z m rr*1 � mD � Uz rames �: stertand��ociafe.� Inc. DETA SHEET D m z U g U rc h e Engineering — Surveying — Planning = N m Fr D Z M Z Gboneqa i ct PA DMWCR 976 (1�U m I,I Dv �acsoNVD�e Nalenr unawA east-as7s M :. o m o � D c919> .�s-ray = o CD { [D = r J` � ) +� PARKING LOT No , 4 m N � � N CD 0 < - 120 South Fifth Avenue 5511 Ca Ital Center Dr. • • }°.: 4.• `; 1 • o A X Im D P.O. Box 2047 Suite , 02 `z COASTAL C ARO LINA COMMUNITY COLLEGE o � z vv� n J = Wilmington, NC 28402 Raleigh, NC 27606 = F •, f° D m r 10 W TEL: 919 763-9901 TEL: (919) 851 -9393 K ;0 �� m N FAX: �919� 763-7852 FAX: (919) 851 -1336 JACKS 0 NVILLE, NORTH C ARO LINA y � ® 1992 BONEY ARCHITECTS, INC. •, �� _r