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GRAVEL CONSTRUCTION rn Q �\ ENTRANCE CULVERT #14 N it., /� 15" CMP o.4v2slo DISTURBED AREA J �' s�,6 % �,f m 0 U LINE r-� PROPERTYN 26 wE1� r, ( 3° IY I \ \\_ / / / t i iv _ Tooe caefix, _. / / —7 \ ‹. ♦♦ r ___I DAMb 1 ,vv \ ri- / \ "f t. \\NI:2-*- R35' tT �� \ / 1 �' • / 1 1 I , ___ ILI- crom}94% -../ -.4"-----.,,,,. 1 I � 0 IR10' t 41.5N -�` 4 / ir- , t , ♦ 30.4 ) ` ` Z n_ �� .l o �-t L -1 5 R40 - 4-- + ..�_ �►---- R W - , O u , • o,�E.vFkSU� / iv _i —� CULVERT 7 I— i /7 R20 t ♦ / \ CU C Zco ♦ a, R54 \ ♦♦ � R80' 29.5 _ o 1 % \N / i \ / N N ..0' • L , ( .01 R168' / / ......- \ / / R45 2.a ' �.� �������`' / II Ii \ 74'--- _ _ T S£LT T #3 11 1 m Cl) I 11.2,\\\ /1 ---. epilti#71 V6/ j5o' i a / 4.100 MO t LVERT CULVERT #1 ( CULVERT 2 CULVERT #3 ULVERT #4 ULVERT #5 24"/CMP 1 �, / / `�°I I 15" CMP 15 CMPl�3�01.58L.0. 24 CMP @ /•O 4 rn :8: I 18 CM CMP 2•?5 di pE w cv —I I 1( 0. 2ghJle 9to# tolE O 92d10 R25 / / w l+ g9 d/o 7corE PE 9LoPE � . / / illit -r d R/W (9. / Li) -7 ,-- ,_ I ir 1 . __ - 38.2 - - - 37 R25' - -� 35.3 R2� - 3--3 ` 32.5 —� L_ _ / z / H. o 0 ,' i ant —z L z R25' .....4* \ IPA / / !-">- 1 R25 R25' \ >7 / �Tinee+.tr / ' �; o x RIP RAP R25' RIP RAP R25' ° o _ _ [..... i R25 R25 I � R25 - �� �, � � Q IENERGY ENERGY R76' 41. ____,\:, < ?� r 1 _ DISSIPA� ! DISSIPATOR , i / I I 1 I rI1i yj , ii.., _.., j 7 ► 1 \ ! 1r/ / X e' 40 \ / 7/ I 1 ,,, I // LLif: 1\ 1 / / Ylk I I / 1 , / / I II ( I 38.4 / // , N. ! \ / // , i / ���� CD z I I ,--- i_ fir, z t �� p17� I /// I LVERT #8 W i t H �, ! 38 / io• 15 OM P G.. o . / I \ \ No PE LE 1 1 z I 1 3. 3 1(' I ` i 37.8 REF' RAP ENERGY 1 1:111_ ' 3�. � D1SSIPAT: ! ---.. 1 CULVERT #12 oJRIP RAP r \ \ / - Dri I ENERGY po to CULT #10 \ / / :♦, ' t CULVERT3 DISSIPATO 35. � R25' 15" CMP o•�"/ !- 3m -� z I ?$" CMF@ ..�� .O ---..._� ;+ ` � E RIP RAP I-- 1 (o�o 1darC �0.1 - , \ ENERG I CULVERT #9. / / 17 U I , -R86 _ - `__�` �, �t DLSSIPATOR I 15" CEMP@ / o��/o �` US II / 4 2 perii1,71 tR25 \ ,1 �� �� , 3,1 i / = • ♦ i! I �' R25' R25 ' 1 R25' r i t R25' l \ '� _` 31. \ i t CULVERT #11 \ LAKEWOOD DR r I l0 --- ,` 18" CMP�d ��` \ k0;/ a I I.2, -- Ni, -25 2•�o 'sc�6 `25+ �\ �tR5 28 `� / / �iIt 28.3 >1 �r, 44/ �- Rely '� R / �� N �.. V , ,4�v., D i'1A�E �. R/y, X 1 r.Nw/--- -- / / _ 1 k 15-2e> 1 PR-4pv4Ce&,\'' \, 1 1 �' ���_` /_....------ / ( , pr- DRWN. DLL / S►c,r 1-ra,o .rt Z V ,--- ki 1‘ _. " ,:'.;4if,fi.v-/--,.-_7 7 / // So' v 5 _ \ ,'^ \e6, / ij3 , , imiaAlaMdoOmrpPhIMaMIsi.PnvomilR..t0mM.Oo,2Na1 ' DATE 4/8/99 o. ii ti � -,� / +a .. OCATI ON MAP N O SCALE °'' : %°dr ('i , < •elk A4 1 iokt Ilii66, q1-‘ 2o,'sc'5'P 1 NOTES: _ TS . \ / �T WAT E ' '"" ` h�c��P � .�a� 1. LAND DISTURBANCE SHALL BE LIMITED TO WITHIN STREET RIGHT OF WAYS. 4 dG//N�446 y�6n;e� \ 2. THERE ARE NO KNOWN WETLANDS IN THE PROJECT AREA To g� Vv,7,„26FD• ,g. Fey.04,E pF I tt t '4061"',0soil ®` wh4/s ,r ��(- 77 � ' 1 T , ,mo w... \\ E V E SCALE: 1 = 100 D \ ,, RI 1it 1999 ;.;.;5 . /a> 5o 0 ,goo too PROJ I LEGEND m / / \�\ //// CULVERT #15 PROPOSED SPOT ELEV. + 31.2 \ //// 15 CMP 2// <7-TEMP. GRAVEL PROPOSED SWALE -- --•- z N Z \< • . '141, A 4 CONST. ENT. R.o = Q a. // / TEMP. SILT FENCE TSF TSF al z rn. CA • w z 111 `� •` TEMP. GRAVEL CONSTRUCTION N ENTRANCE rn rn CULVERT #14 \. .% Q 15" CMP `, DISTURBED AREA �\ . - - - - - - 66619Iddd '� \ m PROPERTY LINE - - 2 rTh \ ,1 \ le / WM./maim AM 4IND .1=0 OW fM/MM.MD NM 4. 11•••• \.11 \l's.*. I / _I I R35 I o I 1 1 R10' - ) / t I , `\ 1 I R40' 30.4 z -- \ \ i \ —335) —;- —i- R/W -- _ _ �_.� 0 U .. \ \\/ __. _ + r —' —� \ • R20' i `r �� CUij7 I � ` ` �\ 15" R54' � � � \ / I • -69"` R80 29.5 — N - °I ( / f • _r----�-- +--- ;P,. I / I - LI m 30.0 1,501- 30.8� fit s' i I � CULVERT I1 CULVERT #2 : _: ULVERT CULVERT fit$ 6\I ,•r _ R/W138.2 3— 7. R25' z - - -- - \ 32.5 —�' '� , —� Ltir- o 0 R 46 ...... "mem in . `'� �. 0i. --► te —__ __,� 29.5 ` ► • °` ir' fZ / o R25' �..� .; 30.3 . ¢ o I R25' � zw I R25' ! R25' RIP RAP ENERGY R25 RIP RAP R25' / R25' R25' ,, .� „'"' ��� ` o I ! 1 IIi DISSIPATOR 11 '1' 1 ENERGY 1 R76' I • �,/ o a, a LI DISSIPATOR , / �i\ , /// - i 1 , , 1 I Z (--) I /7,7 11 i I — 1 I i i / • � // i X I I I W I \ W / 1 IV* 38.4 i 1 I / / i I 1 V17' UL``JERT �}8 /n\� �"Ti 3 I 013 15" CMP I I wti Ai TeE37.8 � 3. 3 � D � � � ' Z RIP RAP AR L. E1�ERGY imimilmmimmeur •I- '' I— RIP RAP I CULVERT I12 3 DISSIPATOR , APR ' 6 19� J I I 15 CMP /D, �`` �, . ENERGY CULVERT #10 / ...IP " �� DWQ ICULVERT #1 DISSIPATO 35, R25' 15" CMP II 18" CMP ;i,. -- .0 --_� ......:�' R25' Z I 40.1 7 RIP RAP / z0 I —R86 �.�"� — — _ ENERGY CULVERT #9 / •I U \ r— II DISSiPATOR 15 CMP Ahhhi‘// US 17 R25 i �_ �/ �,� & f R25' ilr\„._ II — —� / R25' ' aium.aimiii. R25' %.1....1.441.4.4 • R25' 31. CULVERT 11 ��� ' 1 I LAKEWOOD DR 111 18 CMP O �` -25 � i / i R5 I' -25' ' I 1 \14 28.3 i <-: 17 ` �4 I // • ............ I it. '' ie> 7--- 99076 iil ' %% —_- .r�• DES. JST r • 1 �� ft..... DRWN. DLL ` ' /' 4/8/9 I 'II I .` DATE9 / •-•-'.. ,/4 \ /,-� ',� ) LOCATION MAP NO SCALE ; 444` 4:7% /4t 4 ''; ' • 0 eigIf i wito NOTES: 1. LAND DISTURBANCE SHALL BE LIMITED TO WITHIN STREET RIGHT OF WAYS. 4 LG4M 44'6 6�,6ate T6• Illr ' i'�`�-T w`� 2. THERE ARE NO KNOWN WETLANDS IN THE PROJECT AREA. • i SCALE: III• 1 = 1 ,-'�-- , � 0 20 40 60 120 \,_..) m TEMPORARY EROSION CONTROL GRASSING DETAIL w z Z Y Q O N 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER P a Y ADVERSE SOIL CONDITIONS, IF AVAILABLE. F 0_ 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. U N 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES uitil O REASONABLY SMOOTH AND UNIFORM. 0 N 14-1 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. 5 o (* SEE BELOW) w Q 1 I I 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM cc SEED BED IS PREPARED 4-6 INCHES DEEP. rn I- 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. H- o Q A 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING O 5' 1.5' WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE o OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER MIN AND SEEDING RATES. 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND 9"MIN. FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. O *APPLY: AGRICULTURAL LIMESTONE - 2000 LBS/ACRE 2 O U Vi FERTILIZER 10-10-10 - 1000 LBS ACR >- 0 --, ,—� I / �_ I 1-1 IT;I I MULCH - 2 TONS7,PPROX. 80 BALES SMALL GRAIN STRAW/ACREFILTER . 1-1 OQE _ 'HII ,� ANCHOR - TACK wLIQUID ASPHALT ® 400 GAL/ACRE OR (f) FABRIC _ �'1 S(Op V:\ SL_ �= o EMULSIFIED ASPHALT 400 GAL/ACRE -I 11= £ —I I1= M SEEDING SCHEDULE ' I A III— ( I11 c NCDOT CLASS A OR B ' =1 I = / — 11=' ' i DATE PRODUCT RATE EROSION CONTROL . ' '-1 1=' ' STONE AUG 15 - NOV 1 TALL FESCUE 30 LBS/ACRE 4" TO 6" #57S NOV.1 - MAR 1 RYE (GRAIN) 120 LBS/ACRE -- I MAR 1 - JUN 30 PENSACOLA BAHAIGRASS 60 LBS/ACRE 0 STONE ON UPSTREAM 0.x064 .�: �,��� KOBE or KOREAN LESPEDZA 90 LBS/ACRE FACE •� TYPICAL GRASS SWALE •....•4+ ��,�r� 7 x cc (SCARIFIED) FILTER •�•• 4� COMMON BERMUDA GRASS 50 LBS/ACRE •-•:• I� ► III z (HULLED) I-- CD FABRIC •,:�..•I��.I� I•I��� N.T.S. JULY 1 - AUG 15 COMMON BER UDA GRASS 50 LBS/ACRE ;ttiwo � oosit dpm.w. Q .a: ....i�I cable I`LI it•Vb �HULLED� >� SECTION A-A BROWNTOP MILLET 20 LBS/ACRE 0 U f ) STONE CHECK DAM ALL DISTURBED ARES SHALL BE SEEDED WITHIN 30 DAYS OF THE v U LL_I COMPLETION OF GRADING. j I— NTS CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION 0 z 0 OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. r n— LiJ I- 0 z Q CY I!I 7— L _I m (f) /---NCDOT 0 o2 d- / EROSION CONTROL STONE (.0 (.0 UI (N � I I w r2 r2 �•,'�y •• �1•jI� I- CD �.%4_��I��i��`��� t -ONO' A I i �1i e1 ► A 0 aril � 11�•�.�i 3Q o— ,::•:: i-.....v .,......., PERMANENT GRASSING DETAIL .tO (NI zz �¢OP �'4' OEN 4**Pit'llfil i.- `,�'�` �f�:1; SEEDING MIXTURE �\' &60"•� �� � � i1s,�- SPECIES RATE (LB/ACRE) UQJ .� •� �` Sp, �,�,i} �?�� 1 TALL FESCUE 80 Z PENSA, OLA BAHAAGRASS 50 • MIN SERICEA LESPEDEZA 30 da,,r,��' ��� KOBE LESPEDEZA 10 * ., ,Pr"�',�� / _ , S o4 1•' 00. an SEE SITE PLAN STONE SHALL NOT ����-y�`'���"`_ pc" ���t�a BLOCK OR IMPEDE SEEDING NOTES: V� ,0 1�� �. ITV it•�i� • PIPE FLOW - � *. % ' ` ►� �� N �`� 1. FROM SEPT.1 MAR. 1, USE UNSCARIFIED SERICEA SEED W ►..� • ,,j ��► ,i ��{`r I 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB. ACRE. W , 6 MIN.I �'�� ,,�� * �%� `. _._ __ 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE / 4$ 2' - 3' _��� 44 , a' �� �'��� l�.t�aa�la` , �• SEE SIZE PLAN KOBE TO 40 LB/ACRE. Z COARSE AGGREGATE � r rz �� At, SECTION A - A MIRAFI 600X FILTER FABRIC 0 NURSE PLANTS Z 4 Z OR APPROVED EQUAL BETWEEN APR. 15 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE W SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE(GRAIN) Li NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION SEEDING DATES 0 TEMPORARY GRAVELLED BEST POSSIBLE Z EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30 ��. FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31 I— CONSTRUCTI ` N E \ TRA \ CE ENERGY DISSIPATOR NTS SOIL AMENDMENTS D APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3000 5,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) Z AND 1,000 LB/ACRE 10-10-10 FERTILIZER. , O MULCH V APPLY 4000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MJLCH ANCHORING TOOL. MAINTENANCE 1111 111 I I IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TEST OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTIUZER. MOW II I ( II AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE f AND MULCH DAMAGED AREAS IMMEDIATELY. 10' 6' 9' 9' 6' 10' 15' FOR 60' R/W SHOULDER SHOULDER 15' FOR 60' R/W PAVEMENT 99076 1 DES. JST DRWN. DLL. 1I I 1 DATE 4/8/99 3 (MIN) 3 (MIN) o��A ����iit �� t, 2 iftri C )\ :1TYPICAL STREET CROSS SECTION + , 4 stp ' T Yf,,iw9 Y'Y'i1.N,i,1,0 SCALE: it, = 100' —... —......... C 2 ...b.,,,, ., _..... 0 20 40 60 120