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Home My WebLink AboutSW8020709_APPROVED PLANS_20030403STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE i ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE. 5d*q:�) YYYYM M D D +--•� 102' I '53 II ' I • zgs, REVISIONS I II I I a Date Description By • 2s.00 _ r\ USH I I 26.0 II I I I SSMH I / 28.97 + c�1I L'ARpJNAC 29.CC 1 ' I \ + r + r + • 29.22 III fi 1�aF r � \ �. �� W • m ( /' / I , I I I ,' I 1 28.65 rAN �A�ERF DRlI� Lp�` \ LSTREET R.O.W. + % . 28.98 i I 1 ! I BRIDGE ROAD .+ Yr IC D U_, 2 9 $RErRO NOTE: ALL IMPERVIOUS AREAS FROM ALL LOTS ARE --- ,' - III I 'I , 28.31 �EaDRY REQUIRED TO DRAIN TO THE STREET. 43.25 w � ROAD SI�rE I I. TYPIC I LOT DRAINAGE PLAIN / z • �18.99 L- ------ --- N POND DIMENSIONS _. o 1 r N/F JERRY & JEAN SUMMERS 32 31 D/B 2159 _1 1 W W < f I I VICINITY MAP D B 1905 �� - 2,62 30 LIMITS OF DISTURBANCE > � C) l I1 I 4 I / PG. 0$74 PG. 040fi I a� \ . �6 29 0 J I •29.2a NTS \ \ \ 29.82 ro RR_� cr�� 36 1 n ~ f •\30.16 \\\\\\\\\\`\ \\ } \\ �� S16'07'07E �Z9? .29?3ZONING %0.T1' • 2g . 2g47 -- Zg`1� I €' /11 1 / \ / \ \\ \\ \\\\\ `� \ ' l TSF 7 r r r r 2 rj�r - r • • r 2 r r r r r • 4-w r- -r _ a a. 8' 2 4 r r .r ♦.. r. r r .... - / �/ ,.- / \ \ \ \\\ \ \\\\\\\ \\\�\\\1� \\\\\ \.\\• .\\\\\; \ `\\ \\ \\\\ `\\��\\`,\ \�\ +\ I � I \\\\ \ `�\} ' l`1II I \I I +1\i {��1�,�`rj��' Wa rr �1r `�raa�+�rr`�aa 1 a-,grr ra. r +♦r rK4rar ya 'arr�rr 1`�aaa a.rrnT�.ra a rr? r♦+ rrr ar rr rra r ar .igtia r �a �r ra r ra ±rarar ra�`Zgiaaa� a �rrr aar +ra` r.v arr �rrr arrr r.r +�ra+ar�r8 -r.`r4 Q�Z.r♦ aarr r.a aaar `.rr rr a rr a a �_ i IkI11III IIIi I28.8 4 ++;3r 14P J2F+r F20P + PN\.\0 464rkt7ADSr a 18P 12" 13P12P 3F rflAC*r II'I I _ +1, 9 . 28.96Xf14P + 3P t • 0�-7 \ f6P p4P. 7_ ry r 1414 42P � -�-�- - -- _I I oh 130,21 + \\• 2$.87 28.66+14P 25es+P12�?p30. +fOMAG + + �`15P + -w 14P rF�1N/F MICHAEL&DEBORAH PHIWPS I lip 12P t 2g14P 'a dL+ +15P} 13PIP +D/B 1568 15P 25MAG 1 L6-r+12p20P + I + 28.90 28.65 O ,a r rPG. 0658 LOT 1 +`16P + 8-0 1f LU �--+ 1 1 i 0 a \a �'� ' S,962 SF 12P + 14Pr 2, � SF LOT 3 f Zg.S$ LOT 4 ' S� �7�►� -o I I - I I k �..� z ,ta •' 30.9� 4 2997 + 4P 10,631 SF +15F _29` • III , • 29.44 1 14 i II + 1 +14P + 12P + 15 12P 9, 31�3 SF 4P _ rSF .53 , N/ MABLE WEEKS 28r 2i + eL' 28.47-� I } , , \ 12P 1 R +ASSY. 12P a5 �, 7D/B 2159 I I t i 1 1•••i - ` - j 1 1 GATEALVE + 6MAG / ! ° LOT 5 �. h� PG. 0874 ;+ 11 1 f ZONING R 15 - , 41 I i \ + 1 2 DUCER / r + P ��. A o / + 11I 3 MAG i o p iif I! f \ 12P ' 1, +20P I \ - �I\ 9,736 SF + + 12P + \ r'�� :i • 29.07 f I>t 1 �87 i . 2830 I � �..� Q�+ II • ,I \ O' AEON -MUNICIPAL 12� 12P\ I w Z+ + 2 EN 5 + 2oP ZONING R-.1�---- I 1' �P \ EA TNT / 1 P e 3 2 �- 13P ` g9. 2P ✓ r__./ - - 1 I �aj 16P � � : 31 01 ` 2�BASSY. - �J�� c 'C14 1 �� h� \ / , i `5 12 \ �. + 15P 29. 28. 74 \` �28 s2- - 1' � + _ +20P J 9 4P +12P \ 26 i 1I I ♦ `. _ ��Ss _ - - - - F+i Z N/F TERESA TAM WONG >. 'I u , 2'�NV I � ems^ �-`..�= - _-�- -- � / I"' F 049N SPACE LIMITS OF DISTUR ANCE ♦ --- D/B Z I N' If 2 _ ° 12P I , LOT 6 I I SSMH_ W W A 2542 a ,I~ II ;' 4,335 5� tip' CT 78 13 ti I 13 ilk Il I } + - _ ,1 8 1I . 28- 74 n PG. 074fi I IR I� I , •BI D SSMH 0.1 C `' % y 3 �/ �. 12 14 + 13P 3 36 5F .- - / - - - - - LL-0 1 P • '�� 2zM N6.1 B ° .4 SSMW' N0.2A ,t• +� �� 11 8" W BY OTHERS Q f ' ' f 10-0 " 131 �\ 14P \ F.E.S. INV.25 �- �- { a- _ - - - - - _ a _ - �' w F \\ fI O'x1 O'x2' z I �J� - - - _ - - Q (� + 25li • zs.5, - o i i11 I / 4' SID--*'AilC3s.�3 hv� � SEuE T 15p C �`v -- - t ao �.� _- - -- -- T - - T _! w Q4 �i 3" � `0 a, 11 I o.,, v f.! lil .:. I ' e o 5 I. �-- 4�,4c P(! P -+-� � ' � �,, za.7o � �,$$ 4 Q 3 -Rill 28.E `_BU 289�P + 1� 14 111k 1 / • 30.47 -MUN 0.117 • ..36.3 .: f6 HC Pr \ a _ #,A* 2515 +3 + / , �, V cr=1 11 I r - +l2prV +108 3 13P I 7 16P \� 6.0 'Ts. f 11 T �j III I i `3Q I] ®MH NO 2 - - - 4 I 3 �3 ~' z • 28.47 I t 1 13P ��' \.. �� 15M ® .32.133 +3-6MARIM W W W t • 9' I I 35. Ek 7 ',' i +1 0 I; 1aM • 31 a4 sec 1 2-6mANV.25.2 + 1 r 1ZP19. I J I ( I �4 3 11 I I ► : 2R84 1 � E-+ LIMITS OF DISTURBANCE I j +9MPL 1 f \ k • V_ 12MAG L I +12P I �.5 ' b' EMERGENCY SPI }fY ."` I I I •29 07 \ 14P I I - I 28.74 I + 80 + +3-BMAG 2J�.. I e AIAG { `30 � + 0 3 • 'S0_AO + � IIVV. 28.25 1 I I i _ '' t i � 1 I "q I �+ SMNG I 1 _ i EST3 �o asp j L T 7 55 7,1 !) I I ��,} 1 --3 3a I I `: CONTRACTOR TO FIELD. VERIFY:V W C) Z j If r I e_0 + - G LOT 9 H 12P+ . 2g' + I �• t` 1I I EXIS "G WATEF: LINE bIZE, II f L l 13P - t I Ir1 r I f r + \ 11,451 SF si+15P 11, $$ SF r 12 -ot J I �. a;•� I 436.2 w I I 7M 11, 74 SF 30 la 1 .34 MATE IAL_, LOCATION &� N F TERESA TAM WONG A�2,23� SF �1T1 ITY SEMENT 1 + 12P r !+1 P �`I WILL W��I# 1. �23 z"^ RELOCATE TO AVOID ANY [--� 0 / r I II 1 l 10MAG� +?-30. 5 • 30.38 1 12 2 13P j (SE DETkk ) II'' CONFLICTS WITH PROPOSED �-•� E-4 p..i D/B 2542 22�'BEN� }:ii II LASS N 15 RCP 1 �� 1 1 ' \ +1 12 w 26' I'- STORMWATER PIPE. PG. 0740 •531.0`)111 11 e 30.28 15P \ + TCP 9.41 Ei l I! I I + • 30_1 ° 3� A2 0.32 + 1 0° 8 0 9 31 ii p i EXIST SSMH �� s. • zs.7z �I ! T �(1)F.H. ASSY. 2 it I I} 1r 1 14P I e 3 l 0 1 . 2 y 30 I I V INSERT 2 INSERT1fi / ISERT 4 A112P , \ \ I $ IN .� I1tt II + � . 30 '� + � �.�+- --- --3 • 2 ? ;y �iNV 8�23.14 �•. 3 111;11 1 14P / + / _ _ _ 5' CONCRETE SIDEWALK E 1 !t .i� �.I. .2-5' �O IDEV�ALF� 1 P _,�-�r 32 t "ry + 29.'0 .2 �1 2 .�,r_ . sc, �r �} - - - - -T --� I {, a 0' D NAGS c/o 2g.9 C/o ry C/o c/o INSERT 1 , ' 25. + 2P - + 3-8MPL+ I Pik:� -� ss F---�- - ss --�_ - - _ - ie.9..TY EASEMENT UTILI 27.sa S16'04'00"E 222.00' '" -- �rt,..r_ .. �-wmw-go -. - �L » i� - - - - - - - -, • 29Nr6'06 58"W ago \ 2 643.72' - - �,DRIVE 4 _ _ 4 ' I I Cd 15 F.E.S. INV. 26.5 -_ ;� ,n• zs. Rx i 31 xfr + i~ - oNC".` - _--LMEMENT ------ �---------_- rS�N1►Yp IA 2g 0 [� f I j� `o 7 2 .37 28.63 �1�j w/5 x10 x18 E.D. N7 30 �� e .2`3� -_ -- - - �'? _ - - - - - - TIE IN TO EXISTING SSM ; 5� z I FENCE ON LINE I 28.17 SDMH NO.3 252.00' 8 513 53 �l o,• RIM 30.0 x 1 I ,��\ -4 28.40 1 . 28.r6 RIM 28.5 •-29 29. 22 .08' . 2g » , I 28, 51 1 INV.23.6 1 Ct _ _._�. 8 INV 21.23 SDMH NOA I r N ; ' D.I. NO.1 •-w S '04'00 474.08' {TOTAL) x USE EXIST. BOOT &PLUG RIM 32.5 '�� i RIM 28.0 1 28. ?127 I / • �7. 7 1 ! O BENCHMARK: x #. r. r .� BECKEN 1 CENTERLINE STONE �� INV.24.5 N I INV.24.2 °� " _ A ROX. OCATION EXIST. 6" WATER � n �g sa \ > ' 1 I,�'w 24 F.E.S. INV.23.4 i 1 NCDOT D.I. NO.1 \ 00 18" F.E.S. INV.24.2 i I 1 EX�S ? SS w/10 x15 x2 E.D. I w •� w/10'x10'x2' E.D. 28 i l TOP 28.0�I ;' N/F THOMAS & SUE HUNLEY � Z o � 50 TEMPORARY GRAVEL INV. 26.75 � f I INV 8" 2 .$1 i _Pj,� CONSTRUCTION ENTRANCE REGRADE EXIST.DIT � I . . / N F NATHAN & NADINE SCHECHTMAN �� * i f D/B 1349 I I --I A � M N F ROTHWELL & BEVERLY SIMMONS / I D B 1991 27," , • 2Z931 •29.25 PG. 0488 i I �/} MATCH EXISTING ki J: I D.I. OPE TO D/B 1673 / N� , ? 9 ��. �� Q f Q 1 1 sAWCUT EXISTING ASPHALTS ASPHALT GRADE 29.3t PG. 1013 PG. 0584 I 3 6 2 � D � i Z ♦, z co co Z_ RESTORE TO ORIGINAL GRADES 1 • PROPOSED D ENTION OND N'CiP j r W L IirA t'�t7Nh1E1�TAL i ~ i �• t- U5 & CONDITIONS 1 6� TAPPING VALVE N CONTRACTOR TO FIELD VITRIFY ,t �{ w z TOP OF BAN =29.0 .F• 1 6 TAPPING SLEEVE wl A "�, w .W EXISTING WATER LINE SIZE, 3 4,4r ,TY i ,� 1 I z FLOOD POOL=26.0 y O O LOCATION & - --_ _ _-_.._... I� -- �% - f'�'- 2v�' - � � rn rn a 1 6x8" INCREASER MATERIAL, NORMAL POOL=24.5 _ _ RELOCATE TO AVOID ANY BOTTOM=19. 1- N/F WILLWM & SHARON HARRIS 3I CONFLICTS WITH --PROPOSED - C) { rr �,.?�eb2s. �7.7s .2a6s ZONING R-15 ¢ I P! D/B 1242 N/F WILLIAM & PATSY ROOKS o STORMWATER PIPE. �"� w i < U •r1 PG. 1754 D/B 2087 2 5 2 a I • , , I Q ry v1 E D,, Fi-1 PG, 0955 X � . � 13 \ �� di � Ate.. �``'ONING R-15 � `D E VE PRII�TEa o1 i ZONING R-15 z w(t) Designer's Certification '1toi7 n z QI "I hereby certify that this plan has been prepared in I.•` -If W i MAR 0 5 2003 MAR 0 5 2003 i Z U 1^"•*� accordance with the Latest Wilmington Standards and - � OBI FFT4�1 Speci fications for SLormwater M nagement and Chapter 20 of LEGEND I Z C I x X \ the ('ode of Ordina c s of e C y of Wilmington." _ - I F- 'o 0f i Ld 0 -32-- - - EXISTING CONTOUR PRO # G+ 7 Signature: CLI 0 Printed Name and T tle. Philli ri , P.E. • 29.63 EXISTING SPOT ELEVATION O o a o r at:e: 3• �O7i Registration Number: 17379 p X SITE DATA 30 A A QI _ _4V - ----PROPOSED SPOT ELEVATION I� V0 1,1 r21 Owner'slDevelop�r's Certification 10- ZONING R-15 �\ \A "1/we hereby certify that any clearing, grading, construction __ DROP INLET w/INLET PROTECTION Q ry �' ASPFIALT f20AQ-AREA T6 851 SF I-�•I c,r development, or all of these, will be done pursuant to CURB INLET w/INLET PROTECTION CONCRETE SIDEWALK AREA 3,022 SF th,i-s plan and that tze applicable Stormwater Management ® DISTURBED AREA 3.6 AC I S E A L - I c undi I ions and requirements of the city of Wilmington, the f- STORMWATER RUNOFF DIRECTION II _ .�t-fi-c• ut North Carolina and the Federal Government and its I 4 OPEN ,.PACE -� _ agencies, are hereby nade part of this plan.' 17374 : CONCRETE AREA I �I10 LOTS = 10x3.2x130.68 = 4,182 SF Signat_are: -� , WETLAND AREA SUBJECT TO APPROVED TOTAL OPEN SPACE REQUIRED = 4,182 SF Printed Name and Titter Todd Leber, owner BY CORPS OF ENGINEERS TOTAL OPEN SPACE PROVIDED = 4,335 SF (175) LANDSCAPING w/AREA NOTES:1. ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS WITH THE CIT`,' OF WILMINGTON TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL. DATE 03-05-03 TSF X TSF TEMPORARY SILT FENCE 2 PR0JECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION DESIGN PGT SITE PLAN + 12CH LIMITS OF DISTURBANCE CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL DRAWN JK 12"0 CHERRY REQUIREMENTS ARE MET. CALL 910-343-3910 FOR MORE INFORMATION. 1 " = 40' + 8-0 8"W OAK 3. 1F THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY N 0 1 N 0 2 N 0 3 N 0 4 N 0 5 + 16MPL 16"0 MAPLE IN 4DVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) Graphic Scale - 1:40 --1 12P -t2"0 PINE BACKFLOW PREVENTION DEVICE ON THE DEVELOPERS' SIDE OF THE WATER METER BOX. INSETS - + 10BG 10"0 BIG GUM 4. AN`' IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE CITY'S C 1 40 0 �6- -$� + 3-6MAG 3-6"� MAGNOLIA CROSS CONNECTION CONTROL REGULATIONS. CALL 910-343-3910 FOR INFORMATION. I 5. SE1YER EXTENSION TO BE APPROVED BY NEW HANOVER COUNTY & NCDENR. VERT. 1 " = 5'' H 1 " = S6. ALI. FUTURE BUILDINGS AND DRIVEWAY RUNOFF TO BE ROUTED TO STORMWATER POND. SHEET 1 OF 3 01096 25 IIIn 30 25 on 30 25 on 30 [--� 0 TOTAL AREA 4.464- ACRES 249 25 on NOTE I. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL i' PER COURSE 2. CONTRACTOR MAY USE ECCENTRIC M.H. UNiT A L--24' OILY. WA ORC M - 1 • r 1 fEAI■s IO g,.TIEN WIN T1TE J CLPI. ATPCH Ta 1- 4' x 1-1 4 x1 4 OALIIAom AMS F■ ML NOWAR RVM TOP D�a SINIICIW NO RICE OF TIE■. 3 TOP OF PLAN QPRECAST 4* RISER RIMS _ILYlAS�I12" OC rMuc 11l =11� 3'-3' MIN. 3'-1 MW MAIL MH RINGS SECTION STORM DRAiN MANHOLE DETAIL NTS - 90 DEGREE 24' WEIR TEMPORARY IBy. a'-n• ia'L GRAVEL -�,---T-� FILTER SSM A - A 'nM 'o.o MM Iv au L,LI RUN VIAL 6, OF BANK EMBANKMENT fi 1�N1 NORMAL POOL EL. 24.5 CY Ei O 50. R.O.N.$Y 4 } 4 51 DE1fAL A tr 1/A'=N' 2' 1-2 ASPHALT r* ' TYPE 'A' CURB -A' EARL BASE 6 ABC j 2' SAND CLAYTYPE • AS NEEDED I OPT OH an .• of RASE NOTE: BOTH SIDES ARE SYiMETRICAL LOCAL "A" & "B" STREET SECTIONS OPTION 2, RESIDENTIAL NTS CITY FLOOD POOL EL. 26.9 FLOOD POOL EL. 26.0 NORMAL POOL EL. 24.5 B-- ---- FOREBAY 3 1 BOTTOM EL. 21.5 1 � MAIN POOL 3 3 BOTTOM • POND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS • 6:1 VEGITATED SHELF TO BE PLANTED WITH WETLAND SPECIES I.E. COMMON THREE SQUARE. DUCKWEED PICKEREL WEED, PONDWEED, SEDGES, SMARTWEE6.WATERWEED & WILD CELERY RA f>M DETENTION POND do FOREBAY SECTIONTS 24' 2- TYPE f-2 (AGENT) s• ABC STONE (MCDDTI 12' 12' �1= A!PAVE � • • � n w NOTE: CITY OF WILMICTON RWAIE 4" MARL BASE COURSE SECTION.TO TO EXT1iND 1 FOOT ON BOTH 5DE5 OF CURB. PA�jV7EIRME��NET SECTION TYPE H'__ VAL.I.EY GUTTER QUA Cd. TOP TO ��USH PAVED OTHER WALKS RE�SI�OR 7pp�gpD� - TOPIAWNS O BE kS W. UNPAVED ROADS PROVDE 7 ...:".. -, '. ,.. -. ; _ .. •? - _ _ MWF.1aE ERNE ! OO1ER CONCRETE COLLAR Nff 1 BRICK BASE �§. 3 BLOV-[iF TO BE INSTALLED AT THE END IF ALL r RAINS FOR f�+ MH J.E�O�...O. F,� EJAIL ANTSREINFORCING ECCENTRIC TOP EM STD. .1 t � iF#CIQ�$ LATE WINTER do EARLY SPRING I. � b C•�xr 1i0 TEMPORARY GRASSING DETAIL 1 5 , �np4. WALBARREL iF S °FaRT` 511L" all BFtlid SEEDING MIXTURE i. RATE Typ -OM W11}IM NON - Rye (grain) 120 Annual lespedezo (Kobe in FOOT Piedmont and Coastal Plain, Korean in Mountains) 50 i, Omit annual lespedezo when duration of temporary cover in -at to e-dend PIPE ^ � 1 pw�ETE1e - 3E � MINIMUM 8" STONE beyond June, BEDDING FOUNDAATIO, SEEDING DATES: In t °eec a °eeeo e ° o eee a °eeoe a een� Mountains - Above 2500 ft: Feb. 15-Moy 15 Below 2500 ft: Feb. 1-May 1 RU03ER GASKET Piedmont - Jan. 1-Miay t Coastal Plain - Dec. T-Apr. 15 B' MIN. 43" EXTENDED L� MONOIrt1AG'wLLY CAST EXTENDED � BASE SECTION NOT REQUIRED FOR DEEP) SOIL AMENDMENTS 48*0 STANDARD MANHOLE Follow recommendations of sal testa or apply 2.000 lb/acre ground algricul- turol limestone and 750 lb/acre 10-10-10 fertilizer. IVTS MULCH ',eS�PRING-SUMMER e' PERMANENT GRASSING DETAIL APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WiTH ASPHALT. NETTING. OR A MULCH ANCHORING TOOL A DISK WiTH BLADES SET NEARLY STRAK*IT CAN BE SEEDING MIXTURE USED AS A MULCH ANCHORING TOOL. MAINTENANCE PENSACOA BAIA,CRASS 5O SERK:EA LESPE" 30 Refertike if growth is not fully adequate. Reseed, refertilim and mulch im- COMMON BERMUIDAGRASS 10 GERMMAN MILLET 10 mediatey, following erosion or other damage. TAIL FESCUE 50 TEMPORARY SUMMER GRASSING DETAIL SEEDING NOTES 1. WHERE A NEAT ,APPEARANCE 15 DESIRED, OMIT SERKZA. SEEDING MIXTURE 2, USE COMMON BERU°"GRASS ONLY ON ISOLATED SITES WHERE rT CANNOT BE- SPEICIES Ha (Ib/acw COME A PEST. BERMUnWRA,SS MAY BE REPLACED WITH 5 lb/acre CENTIPEDEGRASS. GERMAN MILLET 40 SEEDING DATES IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRAASS MAY BE APRIL 1 - JULY 15 SUBSTITUTED AT A RATE OF 50 LB/ACRE. SEEDING NOTES SOIL AMENDMENTS MOUNTAINS - MAY 15-AUG. 15 APPLY LIME AND FERTILIZER ACCORDING TO SDI►. TESTS. OR APPLY 3.000 Ib/ocre PIEDMONT - MAY 1-AUG, 15 GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 FERTILIZER. COASTAL PLAN - APR. 15-AUG. 15 SOIL AMENDMENTS MULCH FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGRICUL- TURAL LIMESTONE AND 75O LB/ACRE 10-10-10 FERTILIZER. APPLY 4,000 acre GRAIN STRAINOR EQUIVALENT COVER OF ANOTHER SUITABLE APPLY ANCHOR BY TACKING WITH ASPHALT, ROVING. OR NETTING OR BY CRIMPING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN B MULCH USED AS A MULCH ANCHORING TOOL. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASP► W-T. NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE MAINTENANCE USED AS A MULCH ANCHORING FOOL. REFERTiLIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH MAINTENANCE REQUIRES. MAY BE WOWED A YEAR. WHERE HEAT APPEARANCE IS DESIRED. OMIT SERICEA AND MOYWAASSENEEDED.OFTEN AS NEEDED. REFERIMJZE IF GR A M IS NOT FULLY ADEQUATE. RESEED, KEILMF LIZE AND MULCH IM- MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. FALL -WINTER PERMANENT GRASSING DETAIL TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE SEEDING MIXTURE 2= Ab/mil TALL FESCUE "D OF TWORATE OR JIM=RATE fib/aCi S� THREE IMPROVED VAVREiES) 200 Rye (grain) 120 RYE (GRAIN) 25 SEEDING NOTES SEEDING DALES JANIAARY - APRIL MOUNTAINS -MUG. 15-DEC. 15 AUGUST - DECEMBER COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30 SOIL AMENDMENTS SOIL AMENDMENTS lb/�fe FERTILIZER ACCORDING To 90OOWER IL IESI ONSASANNDYY APPGROUND AGRICME ULTURAL E5T0l E LASE iTHERATE SOILS) AND FOLLOW SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL i.Ofb IV/acre 10-10-10 FERTILI LIMESTONE AND 1,OD0 LB/ACRE 10-10-16 FERTILIZER. MULCH MULCH APPLY 4,000 IV/oere GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WiTH ASPHALT, NETTING. OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRANOHT CAN BE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT. ROVING. OR NETTING OR BY CRIMM'- ING WiTi'I A MULCH ANCHORING TOOL. A DISK WiTH B A0E5 SET NEARLY STRAIGHT GAP USED AS A MULCH ANCHORING TOOL BE USED AS A MULCH ANCHORING TOOL MAINTENANCE MAINTENANCE Repair and refertiiize damaged areas immediately. Topd as with 50 lb/acre of nitrogen in March. if ft to necessary to extend temporary cover beyond FE RTMIZE ACCORDING TO SOIL TESTS OR APPLY 40 b/o�rn,,,, �N,ITROGEN IN dMIUARY OR FEBRUARY, 40 ID IN SEPTEMBER AND 40 Ib IN NOVEMBER, FROM A 12-4-8, June 15. overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in late February or early March. 18-4-8, OR SIMILAR TURF FERTILIZER. AVOID FERiPRER APPLICATIONS DURING WARM WEATHER, AS THIS INCREASES STAND LOSSES TQ DISEASE. RESEED. FU MAZE, AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES AS NEEDED. i•] WE i�W COARSE AOORECATE _ TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE NTS T1� NNM RJM LIME A$ L)IM1ED 1K ETKtIfER 4 L /4 & �� AI 1rW %PPE Iay7" CURB NTS SIDEIERK SEC" "H" Ctl1® F■ FIVE !o MmeE am WE MW LT,IIes OD -TREATED LANDSCAPE TIMBER `v1 7 7 8" 173 16"I 3 11 1/2� AfR NOTE; CAP 1. BOX EQUIVALENT TO 9 7 ENNIS ENTERPRISES 1'1 NO, EEVB-001 2 STD. WEIGHT 30 LBS. 1 4" PiPE 45' BEND NIPPLE & ED CAP 4" WYE-J STANDARD CLEANOUT NTS -- -STEEL OR WOW POSY - TWINE FABIC 1MN. 12-1/2 IRA. b - FL70t EMETIC A INTERMEDIATE WIRES, 4 1 " I III HATES: 1. FENCE FABRIC 94ALL BE A MILL OF 32' N W1014 AND SHALL HAVE A M. OF SIX LIE WINES ES WITH I STAY SPACING, 2. FABRIC SHALL BE FOR EROSION CONTROL AND IRL OF 36' MI W10114. FABRIC SHALL BE FASTENED ADEOIIATELY TO TIE WIRE FABRIC AS DIRECM 9' THE ENGINEER 3. STEEL POST SWLL BE 5'-W IN HEIGHT AND BE )F THE SELF-FAS DSR STEEL ANGLE TYPE. 4. 1r000 POST SWILL BE A MIN. OF 4r IN HEIGHT AID S TO 4' IN DIAMETER WOE FABRIC SMALL 11E FASIENED TO WOODEN POST WITH NOT LESS THAN js WIRE SFADLE 1 1/2" LONG TEMPORARY SILTNIS FENCE sloes ARE SYWMETRICAL D fa' + + FRAME 10, MINIMA AVERAGE NEIGFRT 40 LOS. 10• PLAN 10.75' 1'-8 Ir2' /R•L0' 0 25' - Q - 1 5' SECTION C SECTION D WYE! I. MN',} M? CATCW BASINS ARE To BE INSTALLED RITI4IN Col. -DE -SAC 6U.6 1.15114 TYPE 'A' CURB T1E RADIUS FROM T1E CENTER POiNT TO T1E FACE OF On 15 41.6'. 104EM USING TYPE 'D' CURD NITH CATC14 MIMS THE RIGHT OF WAY RADIUS IS 46'. LOCAL 'A' E 'B' CUL-DE-SAC OPTION '2% RE5IDENTIAL ELEVATION Y-RIBS B COVER WATERM! IYfL AVERAGE WLE I GHT 20 LDS. 11 N1'TQt PLAN C,LTMib aAI91t m AR SKIRT EMIIIEER V VHERE R"r WEM PEW75 A� REVISIONS � � ate Description By r CASTNDI METER �I DRI SITE WORK NOTES C Q ° 70 Amw 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING ° CONOTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. \\° 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS TRLcnoN UNLESS �N. OF CONS; HMWOWr tr's -TIE aor7s 3. GRUBBING AND STRIPPING: OCONTRACTOR SFWi RAKE ATHERWIS;E DESIGNATED TO ND REMOVE ROOTS. STUMPS, Rt7AnF]p VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE. ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. TYPE 'IC I OFT �T � T 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL MEI,LER COW. STOP c�E>! TUMIG ff n WT 70 1ST A' = .A #T OF PPE REPRESENTATIVE To cDORDtMTE REMOVAL OF ANY SOFT AREAS. HL9iM of EEML 5. DISPOSAL: CLEARED. GRUBBED. STRIPPED OR OTHER WASTE MATERIAL SHALL BE 'ft REMOVED FROM SiTE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. OA am STOP iMIEL.LER H 1501re G. FILL AND COMPACTION SHOULD COMPLY WiTH GEOTECHNICAL REPORT. ROTE1a HAYS 4005 60o 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED 1 RmCVELL 31B r�OME 1113ka s rm ® RRASS METER CQJPLING NOS 14� H 1OB90 EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND FlLL OUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. TAPS M PVC %%Us NAIM 5/B"x3/4•x3/4• HAYS 5680 © ® PETER YOLK .ALUCK STD 9' RISER 5/B'x3/4• 11UE�� H 14118, F�tD V41-9 METER TINY CITY 5/frx3/4• TIE BOL75 8 PROPERLYY PERMTHE OR SHALL FURNISH SurrABLE TTTED FACILITY AS REQUIRED. BORROW MATERIAL FROM AN OFF -SITE 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE &1,0EL WS FDA? STANDARD 3V40 VATER htWE' SERVICE JnMUT S T ! r` '�"�" 7� EASEMENTS. THE CONTRACTOR sWLLi NOTIFY ALL APPROPRIATE PERSONNEL of THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. '° RECONNNECTIONOMID/OR TSHALL HE RESPONSIBLE LOCATION o oALL EXISTING UTILITIECOORDINATE SWITH/ 314" 79 OXrS 719 APPROPRIATE PERSONNEL 11, EXISTING SURVEYING PERFORMED BY ARNOL.D CARSON PLS PC. AND SUPPLIED BY THE OWNER. 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SiTE. FURTHERMORE fLV,,TA T A lr1M' 11► B/1M' sI■r ur RL zCWV 'A -A Tr +- Y 7Ar DIZATM 40 LAM AEXTDKWV 40 JL►A' STANB RD VA TER VAL VE CASrAU A" Lff Ppp' AOPIILL r 4• , W'- W MAP AIM RAUr 3r8' 2.25' 1-75- 9 625' �� o� S' ila+mvAli L r AMAIPSTAOAM r 1AWAP 5 75' S.75' O 37 1'-6 S/8' bomp c A ff SECTION A SECTION B ,tna day-orala'7ilc '------CRIw CRW OF TREE IS NEEDED FOR LEAF GROifTH TO PRODUCE OXYGEN. FiLTER %Wl ArTEN NQ15E, r ' DO NOT DISFIGURE CROW W I TNRAN r 11 I NSEMl51 T i VE PRUMI I NG I 1 I ! I I I ! DR IP11NE i IMAGINARY LINE I DIRECTLY BEMIPATH TREE + i EXTENDING OUT TO THE + TIPS OF TIE OUTERMOST 1 S ,�^ I PLAN 3 FM MINIMUM STRUCTURAL RDOT5 WIGHT ABOVE GRADE. STRUCTURAL ROOTS LOCATED SIf MOTE 1. FEEDER ROOTS WEAR BM OF TI W AM DR FEEDER ROOTS LOCH NCfDE'D TO 6111E SUPPORT TO AT DRIPLIME• OF TREE ENTIRE TREE. IF RMYED, AND PROV 1 DE TREE WITH TflED CAt1PA I L AND DAMAGE MOISTURE AND WM I L91NTS. PPERTY.2 !: NOTE 3 SM MOTE I E NOTE 3 TRU PROTECTION OUR iNG CONSTRUCTION I. CLEARLY MARK THE TREE TO BE SAVED PRIOR TO CONSTRUCTION AMD ERECT A PROCETIVE BARRIER AT THE DRIP LINE. DO NOT COMPACT SOIL BEWATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK LIIDER TREES. NO HEAVY MATERIALS SHILL BE STORED BENEATH TREES. RESULTS OF COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AMD THE TREE WILL DIE. THESE 'FEEDING ROOTS' OCCUR WELL AWAY FROM TIE BASE OF T14E TREE TO THE EDGE OF TIE OVERHEAD BRANCH CANOPY. DAMAGING THE BARK WITH L.MNiNORM, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IS PROW 1B1TED. THE PROTECTIVE DAM IER 54OLLD PREVENT DAMAGE: FROM OCCUR ING DURING CONSTRUCTION. 2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED WEAR THE EASE OF THE TRIBJK. REMOVAL OF TISE ROOTS ALONG ONE SIDE 15 OFTLi1 DOME BECAUSE OF A WALK, PAVING M BUILDING NWIGH 15 BEING CONSTRUCTED THESE ARE ESSENTIAL IN SUPPORTING THE TREE AMD HOLDING IT LPRIGI4T IN HIGH WINDS. 3. AVOID CUT AND FILL Wf I TH I N D I AMETH2 OF TREE CRWwN DLJR I NG EXCAVAT I ON. METHOD OF TREE PROTECTION DURING CONSTRUCTION WATER METER BOX N.T.S. 011M A]M SrAA' RIM iMTrAUAr= AIIOMW Mery i t rr Dpa A w afAwom off LfF U A]N PIMUff OP iTA'W AIM AMU Af" IV 977M GIS'ma ACV ivroLIrl7B6' WU Raw !LQ CW#NCMV Aw Alta ll iV f LF= TYPICAL BETAIL VA VE Alt W Af9S owk- i.NNt.��'� CONC. CONC. GENERAL NOTES: ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS BRICK V-2' ON CENTERS. STEPS SHALL BE IN ACCDRDANCE WITH STD, 840.66. CLASS "B" CONCRETE TO BE USED. ALL MORTAR JOINTS ARE 11" 2 Yt'. � x FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO TRAFFIC. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE 3000 PS! BLOCKS MAY BE USED iN LIEU OF CLAY BRICK. A- I THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR OUESTiONS TO THE ENGINEER PRIOR TO INSTALLATION. - 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HM%?Aff ")ff AC 7M &TNL HIS WORK UNLESS OTHERWISE DIRECTED BY OWNWfiHEA r 14. ALL PVC UT11J1`f MNN5 SHALL NSTALLED MINIMUM OF 36' COVER PARKED- SANITARY OR HIS STORM DRAIN AS RW11 ED 15. AALL FlSERVICE CONNECTORS SFWl BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. RING ADN COVER CONTACT METERS. TAPS. MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY SURFACES SIi BE MACHINED OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. SO AS TO INlSl1RE EVEN BEARING 16. ALL PAVEMENT, BASE AND SUBCRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING O OF COVER ON RING. WpRKMIWSHIP. MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS. LIGHTS TOP OF COVER OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WiTH NCDOT A A TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. 4 D 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT MIACFTIiNED SURFACE ANY DISCREPANCIES TO THE EW14M PRIOR TO INSTALLATION. ALL AREAS SHALL BE COVER SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WiTH RUBBER GASKETED JOINTS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. " (2) LIFTING BARS 19, USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS, PAINT SHALL BE A CHLORINATED RUBBER ALKYD. FS TT-P-115. TYPE III, FACTORY MIXED, QUICK DRYING, NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR NIGHT REFLECTING. 20. DUCTILE IRON SHAM BE CLASS 50. 21. CONCRETE FOR WALKS. CURBS AND DRIVES SHALL HAVE A MINiMUMN COMPRESSIVE T )R STRENGTH OF 3000 P51 4 28 DAPS -AIR ENTRAINED. f' �l 1� S FOUNDRY MF.'. CORP. 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAD FOR 31' USF 710 RING &DP -SSG COVER FOR NON -PAVED AAREAS) BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE PAID FOR BY THE CONTRACTOR. _ 34 2. EAST JORDAN IRON IORKS INC. 23. SEE GEOTECHNiCAL REPORT NO. . DATED , BY O PRODUCT / 202701 R_ FOR ADDTKONAL REQUIREMENTS. CONSTRUCTION Q� _� MINIMUM WEKHTS. 1. NCUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR RING - 190 tBS. EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). COVER - 120 LBS. 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SiTE. ALL EROSION SHALL BE CONTROLLED SECTION A --A INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING T 3. INSTALL PRIMARY EROSION BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK HAMS. ETC. MANHOLE FRAME AND CC►VER INSTALL AL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNIM CONSTRUCTION. NTS 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAN. SILT FENCE, SiLT TRAPS. AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL rn l! 1 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN REQUIRED TO ALLOW PROPER DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. 6. iF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS U?IA DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM O r , ENTERING STORM DRAIN PiPiNG. W O 411JwAwW y mvawav 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. 8. AL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WATFf SEIDINC SCHEDULE AS THAN DISTURBANCE. SOON AS POSSIBLE BUT NO LATER 30 DAYS AFTER ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS. 9. MAINTAIN AL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. 1-0. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THiS //11!!Aii W PLAN PROVE TO BE LESS EFFECTIVE- 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. rr••�� nwawwwaVaw 4r�L'1DAVL� AMC~ fim MAINTENANCE REQUIREMENTS MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING CD / 1. CONSTRUCTION ENTRANCE SiTE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKER FOR STABILITY AND � P, AiCY4JItftWIMFI OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL_ BUT IN NO CASE LESS THAN MADE IMMEDIATELY TO MAINTAIN AL ONCE EVERY WEEK. ANY NEEDED REPAIRS WALL BE PRACTICES AS DESIGNED.SEDIMENT V v G1 M9WAMW BASINS WILL BE_ 3 BELOW THE TOP OF THE RISER. /57 GRAVEL WILL BE OF OR REED WHEN THE LEVEL SEDIMENT AP HLACED WHEN THE � I SEDIMENT POOL NO LONGER DRAINS PROPERLY. THE FENCE WHEN IT BECOMES ABOUT 14 rr II��II 6M!`Ifz WAW1W"01v 1l�VAf?I'1FJNxlN 1� 4. SEDIMENT WILL BE REMOVED FROM BEHIND SEDIMENT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE RFPAIRED AS NECESSARY a i TO MAINTAIN A BARRIER. AL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NE'' SR.T1Y, ARE. MULCHED ACCORDING i E. = l r TO SPECLFI'.:ATiONS iN THE VEGLTATIYE PLAN TO MAAJNTAIi A VIGOROUS, DENSE VEGLTATNE COVER. r , 4>. �;Y, : GiY OF 1NILYINGiDN C MNMUM LANDSCAPE REQUIRDAN113 H AM r �PW TIFF PRESERVATION: MINIMUM 15 REGULATED TREES PER ACRE. • "AMWfitW STREET YARD: MINIMUM REQUIREMENTS: FOR EVERY 50 LF, 1 TREE T 1 24UWAWM 8 FT IN HEIGHT OR 3 FLOWERING TREES 5 FT IN HEIGHT AND 6 v ffamwAVALAlIMW -OUALK SHRUBS 18' MINIMUM AT PLANTING. • Aff"1/M' Aww4lll w PARKING FACILITIES WITHIN 50 FT OF RIGHT OF WAY REQUIRES 1 ROW �1 LOW BUFFER EVERGREEN SHRUBS MINIMUM 18' AT PLANTING. �•.1.,� O 01Y6r W41141AMOV MINNIIMURIORM:' 8% OF THE GROSS PAVED AREAS SMALL BE LANDSCAPED. 4w qt co 1 TREE 8 FT MINIMUM HEIGHT AND 6 SHRUBS 18' MIAT T �.•/ JvJI/YI/�Ljr/L RACTION PLANTING REQUIRED FOR EVERT' 15 PARKING SPACES OR OR FRACTION �L�Y/1Y/ THEREOF. CONSECUTIVE PARKING SPACES SHALL INCORPORATE (� Ali LANDSCAPE PENINSULAS NO MORE THAN 15 SPACES APART AND AT THE THE ENDS OF ALL PARKING ROWS. MINIMUM 8 IFT WIDE AND 100 SF IN AARFA 5 TREES MINIMUM REQUIRED FOR INTERIOR ISLANDS. .,..I y � i1 Si AAQli l,IF�R Y� DSYARDR YA DS: HEIGHT REQUIREMENTS 0 TREES - 6 FT MINIMUM AT PLANTING 2" MIN. CAL PIP �"I d ❑ ❑ ❑ 15 FT MINIMUM MATURE HEIGHT r , r �- WATER EVERGREEN SHRUBS - 36' MINIMUM AT PLANTING w` 'ice/1 O i ❑ ❑ ❑ 6' MINIMUM MATURE HEIGHT A A FENCE OPTION - 8 FT MINIMUM HEIGHT INDUSTRIAL ZONING P-4 0 $ 4 1� co CASTING NOTE: USE DEWEY BROS. 6 FT MINIMUM HEIGHT ALL OTHER 4 T •' +� to Lo cj --B CCHHN 3A FOR CATCH 7 VISION CI FATIANCF- NO PLANT MATERIAL OVER 30" IN THESE AREAS. �./ - 0 I I a FORT YARD INLETS PL AN PROTECTION FROM VEHICULAR TRAFFIC PROVIDED AROUND ALL PUNT CROSS TIES. TIMBERS. ETC.) �J 1�1 Z co CO z MATERIAL (CURBING, J MAINIEN6NZ; THE OWNER IS RESPONIBLE FOR MAINTENANCE OF W �. Uj LANDSCAPING TO ENSURE THE PLANT MATERIAL LIVES. z PLAN 0 O O w 1'-0" ASPHALT PAVEMENT Up, 6 U/161 .-I Q) �--I � IL a ELEV. VARIES _ �+ ,��.II F-1 � A- " 2' to. UK 0) 1-W O CV jE w P.,1 �Tx 44 IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHORN ON STANDARD 840.00. 1�7 TO FOR W-0" IN HEIGHT 00 LESS USE B" WALL. OVER 8'-0" IN HEIGHT USE 12" TRAP to FOOTING G 1VE 2� A4 WALL TO 6, 0. FROM TOP OF WALL, AND B" WALL FOR THE REMAINING 6'-0"•SECTM LEAVE OPENING AS SHOWN ,v ,.ur trice �n oc An H,crcn wrrnnnT Hl11 v PLAN I/TT CPING "Fi vvn 3. BRICK COPING _ 2', 6' - a II Sr e3o.1B . II FRAME N1O f,MT� SECTION X - X --.---......_._..___.. SECTION Y - Y BIKE NS If-M-S- AND OUAN" II TI E5 _ ___T OTMENS►DNS OF i6i A PIPE CONC. TOTAL BRICK MASONRY '.DEDUCTIONS FOR PITA _. wIOTH HE ACHY IN RASE PFR FT ONE PIPE B H Cll MS. HFI014T f:OP]N0 H C. S. R.G. 12" 3' R" 20' 2' R--tea 267 0.313 0.037 ❑-811 - 0.020 0.032 15" / 3 0"1 0.267 -0 jS3 _ 0.037 -0_.9.76 i 0.031 0.047 3 571 n. �Bi a.d19 0.037 0.044 0.065 4' 0"'- 0.267 _ -- 0.313 0.037 _I.IDE i.289-r4.476 0.113 a' 3 -0. 257 - --- p -313 9.037 1 .36' 0. 129 0. 170 ENGLISH STANDARD DRAWING FOR BRICK DROP INLET 12" 1HRU 30" PIPE 1_40.15 DROP INLET DETAIL BLOCKING DIMENSIONS PiPE SIZE UP TO 1O" 4'-0' 2'-B' 1'-B' 12" TO 18" W-W 4*-W 2'-0' IS* 1O 24' Ir-T W-W 3'-0' S� CTIEN 'A A' CARE V VC 6HD CAST 1A9V ASP EQ15(AL STAIMBARB HEAVY DUTY UAL VE BOX LID NTS x n� u�17 YqW 2RT" a r i- IAODEL CH-ON-2001 T PAVEMENT WANXIAL ELEV. VARIES PRE -CAST CONC. FLOW 30DO PSI COW, CURB INLET DETAIL NTS DATE PRINTED MAR 0 5 2003 0 \`1A,1111111rI1r///r/ S E A L _ r S 17374 A� \'IN �rr111711111111\\ DATE 03-05-03 DESIGN PGT DRAWN JK C3 SHEET 3 OF 3 0109s