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HomeMy WebLinkAboutSW7061016_APPROVED PLANS_20070328STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE(��/�?j�,y YYYYMMDD T 3 v 0 U O 9 / i o_ / U Q W 0 U O N M 0 n I n 0 M 0 I O Q (o JI .r 00 Q rn 0 NI N x d- aj 00 r / L rn 0 xl o 0, ' Y 7 T / Tcl tL o >° o �00 o -jn. � � 1 q/ �1- �7_-7 •v I 1001 a msvil le / \ C0 1_ \ 1409 r a , 1412 001 -� Latham r:.I � 17 � 01 1413 F16h '- 1408 1001 two so 1 I i 1 s iw we BEAUFORT COUNTY BEAUFORT COUNTY INDUSTRIAL PARK CONTRACT NO 1 - CIVIL SITEWORK I CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY SUPERVISION A;FD DIRECTION AND THAT THEY ARE CORRECT TO THE/ 3EST OF MY KNOWLEDGE AND BELIEF. RICkARB'B./MOORE, PE NC REGISTRATION NO. 20205 BEAUFORT COUNTY, NORTH CAROLINA J U N E 159 2006 (0auuu�u/SSOC/q//'�i SEAL C) Arl z1972INIII lilt 1"1ilillll%%\\x 6F I" "i 4v# INDEX OF PLANS Contract No. and Title EggP. , Co r 2 General Construction Notes 3 Site Plan 4 Drainage and Curb & Gutter Plan 5 Parking Layout Plan 6 Drainage Plan and Profile 7 Street and Drainage Construction Notes 8 Street and Drainage Construction Details 9 Water System Improvements Plan 10 Water System Construction Notes 11 Water System Construction Details 12 Erosion & Sedimentation Control Plan 13 Erosion & Sedimentation Control Construction Notes 14 Erosion & Sedimentation Control Construction Details MAR 2 8 2007 U) o� ��A w In ^ tt^^ W C u ^ ^n E— m Q z a '6 (:j U aw Cam�v a acE o_W C F LL 4 Q o Q\�03 CI W MN L ow LL N N ^ N 0.5 N ^ I L' Z N � q'GCO m...•N 0 a Z O > c '- a E o eo sE � LL a U w O 0 01 Q i O K % i m m m x pop O U (=/1 U Q O it d Q W o O a :3 m � I a x p Z > in IDo m O 3 O 1 U o�zzz Ld li Q Z 3 O W Q Z O a W Z K 11 LLJH I OO I O w O Z Z w to O 0 u7 z .. N U f- ti Y Z 3hY� Q W c� Cf) Z w > O v W T- o O O Z O LL � U � w m F- O O U Mw W SHEET 1 OF 14 BEAUFOR PL 0 co 0 E O M / LO J LO 00 O C N N W XI N � U 0 / o c N rn a 0 -D + U) 7 N / T C 3 C 3 N 3 O-o C' O J O d. (yam V ... _ w —W E —W —W —W —W —W W _ _.. ... J.D. BRILEY DB 921 PG 796 N` 134 —NI —W —W —W — _—_—SA __----SA---_-- SA— ---0 HYDRANT MPORARY SILT FENCE URBED AREA Rp B. /rinnn U T Zz _ co 0 rinn U co n v W W LLi N n n L f -i OwxZ-- = 0 3 m o Q O Z�Oacd o` U mo m o 0t�i "-" 0 � a Q m Qc ♦�! W U �o w U LL N N n N m m OS Y N yC11'n w M 3-.ONnR Q K � t: O Z O'5 0vaE0 t2E o m a 1 M LL m m H LL m < \ i \ W K ){ W W VI Vl I } m m m m T 2 W m CL a 5 ¢ 0 o af a 1 N N U O < W M O J O r o_ m b I I * n a i o to I 1 I n Z m U J NOI O tD LA lal O O N Z Z K M7 W Ld J ir g Z z z o 3 J U Z o a " L 1 0 o n. 0 < < �' rn N O J Y � Y Q d z g5�t� ~ > Q Z O w U) O Z Z } F— w O LL I- Z O U Z O U ~ 0 LL D W CO W m z z J 0 a U F- EE 0 z 0 LL w m SHEET 3 OF 14' 77, � f\ Cl O / O rn N CD c co I N lq- ao s � U c � N I rn XO 00 �✓ N 3 c: d 0 0_5a TOP RA LROAD SPIKE CL ROAD PROPOSED I 40 LF 18" RCP-17 I NGVD DATUM INV (E)=25.55 INV (W)=25.60 -------------- ---------------- -------------------- PARK ROAD ---------- ------------------------- ----------- (80' R/W - 26' ASPHALT) - --- ------_-_--- ----------- --0800800000000 00000---------------------------------------------------°O°°°°°°0°0000 --------------------- --- - oo opa ----- z°°°°° - CY(T °° 0000 no 0 ----- 00-- ---------- ----- cn ------ ------------- 000000 0 0 ------------- ----------------------------------------- ----------------------------------------------------------------------- w ir 2 o---- _ _ _ _ _ _ - - 0°0o O O ° °o° 0 ______ __ -------- °_ _____ 000000�0�0 _ _ _________________________________________________ __ - ________________________ ______________________IV7 9F- 6'28 ______________ _________________________________________ _ ____ Iv LC� r 0000p00000 ________ _ _ - -- Z° �2, OO-(}fib-9 o 0 0°0°° a 0. 7 x ______ -' x x 'x x x STANDARD I x x x x x x x x x x x x x x x El / -L�R- -------- JIR o� . CURB CUT TYPICAL 0 . -SA ------S -- A - Q Qop °-O�B�$b-B°S -----SA-_ -_-SA------SA--_-_- SA------SA------SA ----SA------SA-_----_-_--SA-_----SA----__SA----_-SA-_----SA--_---SA- _- -_SA ------SA----_-SA------SA------SA--__--SA_-----SA----- Sll - - - -- SA --- --SA __----SA--_---SA- o °o°o°o°o°o i PROPOSED GRASS SWALE NO. 2 PROPOSED GRASS SWALE NO. 1 o°°°°°°°o° r 27.60 27.63 27.66 27.68 27.71 27.73 27.75 28.75 28.73 28.70 28.68 28.65 28.63 28.61 g ID. 0 83) °-� ° ,, ,, „ ,, , ,, ,. 5 " ELEV. = 30.92' °x ` n _ _ _ - . C=29.17 TC=28.69 0 i - - - - _ _ = 2743 POSE I AR FL=28,19FL=28.19 FL=28.67 FL=28.19 FL=28.67 FL=28.19 FL= 8.19 FL=28.19 FL=28.70 FLANGE BOLT ON FIRE a 3 TC=27.60 " rc=2 .1s rc 2a.as NGVD 29 DATUM z 5.42 FL=27.1a FL=2 69 FL 28.36 CURB CUT .' .• .' .• o .� .� o .� .' .• .' .' U z CURB CUT CURB CUT CURB CUT ¢ U TC=2 , r o Z o Z M" a .49 TC=28.29 x x x x m FL=27.79 FL=28.99 29.64 28.64 28.64 28.6 28.64 28.64 ¢ m v n N o U TC=28.41 TC=28.66 TC=28.91 TC=29.11 TC=29.38 TC=29.65 TC=28.95 TC=29.05 TC=28.95 TC=28.95 TC=29.05 TC=28.95 TC=28.95 TC=29.05 TC=28.95 TC=29.31 ' O Z U) 16 N FL-28 45 28.10 FL=27.91 FL=28.16 FL=28.41 FL=28.61 FL=28.98 FL=29.15 FL=28.45 FL=28.55 FL=28.45 FL=28.45 FL=28.55 FL=28.45 FL=28.45 FL=28.55 FL=28.45 FL=28.81 ----------- - - - = _ ~ p z rn a 0 m ; ~ ¢ En X 28.22x TC=29.60 28.47X TC=29.65 28.7Qx TC=29.92 28.92 TC=29.84 29.19 TC=29.64 29.46 TC=29.64 TC=29.64 TC=29.76 `j4 C/�Rf 29.76 TC-29.64 TC-29.76 TC=29.77 TC=29.64 TC=29.76 O o • z m FL=29.10 FL=29.15 FL=29.42 FL=29.34 LIP=29.08 LIP=29.20 LIP=29.08 LIP=29.20 ��I�lss 29.20 LIP=29.08 LIP=29.20 LIP=29.20 LIP=?§.08 LIP=29.20 ;O N 9 w TC=26.30 o 29.06 29.06 29.06 29.06 29.06 29.06 29.06 _ U mo W FL=27.80 - m X X X X f X X X o _ %3 ��� LL O 0 a o°o,o,Q '® opopopo o0opo00000o0opo° o 00000°o°000gg°000p000 - C F ca o°o01 l=Q Q�o°o° o °O°°°°p°� 000 , a °°°°° QAB 4o°° d p oodbo@ p° �• �• 00 ° q0 00 000000°opo Onoo °pOOn HC HC HC Q . 5.47 OOOpOo O O o 0 0 0 o n o O 90000000000 0 0 0 0 0 0 .� o° o 0 O ,� ,� , 0 0 o,� 0 0 0 0 0 0 0 0 0 000000 ' I a a 000p oo 0p0p0p0p0p0 00000000000 .9690 0 o ' o 00000000000 0 000000000 z 3 0000.0 0 0 o TC=29.13 O O O O O O O v O O O 0 0 0 0 0 0 O ooQp�Qpo =28 000pop000p000�e ggoopb s p opog9q�0000q �op TC=30.00 TC=30.00 TC=30.00 =30. 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SCALE: N.T.S. j- o°o�'b°0°° 000000000p `` O O D°O �Oj_IJ"'�p �O��°0 `� CURB & GUTTER ELEVATION NOTATION ..... �ii,�� SSOCj �''��, U � ��\�� `\����" ODO R �� a op000p000po TC=29.86 J` \Q o1,.,,.,..,, %. ,,� J a•,• ��/''�. 00000000000 FL=29.36 a P0R4 F� ; '/p'•.'�y% W ``P �•• opo 0p0o0oo . zz T''=n= 000009000000 =�_ SEAL _ Q SEAL r= I- O O 0ry�4���y��O O - _ �9%Z _• - - - - 000po °000 It LL A`"'•, NINE 'Q ` a VILLE• B. �`�``` ��`.qRD TC=29.98 00° 0qq `\ lilnllll�N� i,1i1111111N�� °° g�g�o FL=29.48 otr®'d8o 000000000000 SHEET 4 OF 14 rn 3 v 4i 0 0 Il V c 0 c 0 CL 4) rn 0 C •o 0 r0 O O rn 3 v d U O I,J 0 U 0 4) m O n rn O IM O 10 O O O O N I N r Ip It 00 0 0 rn O N c N XGO N 00 ro t � U � O C � N x 00 N c � O O` OT O ova OH OH OH ., I 1 ------------ - 29.0 5 29. 2 . 29.06------------- x x x I x x i -� _ 29.06 1 _ ., TC=29.76 TC='�9.64 TC=29.76 0 < ------ ------------------------------------------------------------------------------------- j LIP=29.20 LIPs29.08 FL=29.20 $ e --------------------- ' TC=28.95------�M=29.31 TC=28.95 TC=29.54 TC=28.95 z STANDARD / FL=28.45 FL=28.81 FL=28.45 FL=29.12 FL=28.45 i x x x x CURB CUT T�PICAL x x x x 28.64 28.64 28.6 28.64 28.64 _ ---sA--o---SA------sA----- ------sA------SA------SA------SA------sA----- x x x - PROPOSED GRASS SWALE NO. 2 7.60 27.63 2 .66 27.68 2 .71 27.73 27.7 .. r ,. TC=28.69 = _ TC=28.69 FL=28,1g O FL=28.67 O FL=28.19 �I FL=28.19 x TC=29.20 TC=28. 9 TC= 8.69 C=28.69 TC=29.17 TC=2 .19 TC 28.69 28.50 FL=28.70 FL=28.19 FL=28.19 FL=28.19 FL=28.67 FL=2 .69 FL 28.19 28. 1 28.63 28.65 28.68 28.70 28.73 2 .75 , 0 PROPOSED GRASS SWALE N0. 1 TC=2 .49 - -vs - - - - - - vs - - - - - - vs- - --vs------vs---------- vs- -�--- - FL=28.99 x 28.64 00 x x x x x x xi-Olr- TC=29.65 TC=28.95 TC=29.05 TC=28.95 TC=28.95 TC=29.05 TC=28.95 m FL=29.15 FL=28.45 FL=28.55 FL=28.45 FL=28.45 FL=28.55 FL=28.45 x - -------------------------- 29.46 r14 C.ARq 38 38 36 36 34 34 32 32 N NA RAL GR ND EXI TING 30 GROUND30 28 - - -- - -- - -- - -- - ---- ---- ---- ---- ---- - ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 28 26 26 PR PO ED P OP SE 24 24 22 22 LLL 20 20 o In 0+00 0+50 1+00 1+50 N A 2+00 0+00 0+50 1+00 1+50 II 11 If TC=29.75 000 .. o0000o00ooV000000000000000000000000 0000uuuu w. 000000000000000000000000000000000000000000000 J0000000 yN 1 0000000( 11p ` N + pO,�-pQ.�AQ'�, p Opo00 Oob'ffp0a r, r1 �o�0`0"�' a' `�iLL O27.60 O 000c00000000 000000 0000000000000000 o a��°(�00000 00000000000000000000000000000000000000000 00 1 TC=29. 00000000 4 0000° °O�O9c �°°°0°0°00000000O0000q@g� 28,1o0000000000000000 27.18 FL=28. 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DATE DESCRIPTION LA McDAVID ASSOCIATES, INC. DRAINAGE PLAN AND PROFILE CAD DWG FILE NAME: CN O1 P000 DRAINAGE PLAN AND PROFILE � o ...... ' � "1 SS/'' 'L'� � CAD PLOT FlLE NAME: L° `o`UpR 9f Z- ?; oj INC Engineers Planners • Land Surveyors CONTRACT NO 1 - CIVILE SITEWORK y° uti 0 MAP FILE REFERENCE: B-1654 BLUE SEAL = AL fir_ - BEAUFORT COUNTY INDUSTRIAL PARK - LOT 9 PROJECT NO.: 1-06-0307-4701 SURVEYED BY- FEB -_� ts72 _ - _ _ 2 CORPORATE OFFICE BRANCH OFFICE m Q F-` Q�:� NE 3714 North Main Street 109 East Walnut Street P. 0. Drawer 49 P. 0. Box 1776 BEAUFORT COUNTY F- DRAWING NO.: 6 COMPUTED BY: RBM �'%9Q��"'�� �i7jrrV/LLE�\�.� �ii11 811\\\\\�� Farmville, INC 27828 Goldsboro, INC 27533 W W SCALE: H-1"=20' V-1"=2' DRAWN BY: SRC/DCA Telephone: (252) 753-2139 Telephone: (919) 736-7630 BEAUFORT NORTH CAROLINA DATE: JUNE 15, 2006 APPROVED BY: RBM Facsimile: (252) 753-7220 Facsimile: (919) 735-7351 � 0 o+ 0 c 0 0 $i W al q) V) I 00 0 0 o+ 3 a O_ U 0 W O U 0 a/ in 0 n I n 0 M O co 0 o £ C] N J p n M CO 0 rn r` o 1 IN --t Oi 00 0 c o c 0 0 � 7 T /O>-a 3 -j c3o � .� 0 oJa SO 100600 SO 21000 SO 20000 SO 10800 B 3' Y' B I2' BASE OF CURB I A _ _ _ A HAND PLACED BACKFILL SHALL CONSIST OF; I ASTM D 2487 U.S.CS. SOIL TYPE GIN, GP, SW, - SP, GM, GC, SM OR SC. A a A i ASTM C33 N0.67 GRADATION STONE. - z ASTM C 33 NO.57 GRADATION STONE, OR A COMBINATION OF ANY OF THE ABOVE . rn 6' 18" Ld �\ GRADE \\\\\ B POINT ` 3"' R" 3" R B PLAN VIEW 1O 1/8" R 6 3/4" o /� PLAN VIEW a a .� ,_, ..:.... �.:�-::: a \ ER ALL CATCH BASINS OVER 3V INOEPTH SHALL BE PROVIOED WITH STEPS 1=4"oN CENTS. ' :: ..':: _� .:. ;,_ `,C FOR 8'-0" IN HEIGHT OR LESS USE B" WALL. OVER 8-0' IN HEIGHT, USE 12" WALL TO • 8-0" FROM TpP OF WALL AND 8 WALL FOR THE REMAINING 6'-0" TO TOTAL MAXIMUM J—J— '"•- , : HEIGHT OF 12 FOR THIS STRUCTURE. DIMENSIONS AND QUANTITIES TO BE ADJUSTED ACCORDINGLY. _� I i o y24" 12"MINIMUM 24" SPILLFACE STATE TYPE CURB & GUTTER T 8" m �\ V o 3 I/2° I 3' O" �f/2° Z _ it �Q•'.;.',:.''-,. :•:� BC/2 ' • •: ' .:. SECTION A 4w --f U W c n u N LL ^N�ti LL ' . -A BC/S 4"MINI MUM B. i • :�.: tu- I CONSTRUCTION jam-- 4' 4' Q • z n O ° m 6 JOINT U N mo o mc�i SECTION A -A O LL (n m BEDDING MATERIAL SHALL CONSIST OF STONE. - - - - - - - - - - - - - - - - - - - - - - - - Q ASTM C 33 NO.67 GRADATION ASTM C 33 NO. 57 GRADATION STONE. ASTM D2487 U.S.C.S. SOILTYPES GW,GP, SW OR SP , OR A COMBINATION OF : pa > cy m C ANY OF THE ABOVE. ,J _ d� 12 � Q m U L] W TYPICAL CURB & GUTTER END SECTION U m SECTION B-B W N U N N STORM SEWER REINFORCED CONCRETE PIPE B" B" O S m N r n CLASS •B" GRANULAR BEDDING TO PIPE CENTERLINE Hm @Z-uNi o z > . m DEWEY BROS. NO CH-BN-2000 OR 4J �4" d' ° W n N o ;z EQUAL APPROVED BY ENGINEER. ., .4• •,�,• z F LL TSECTION B-B n O q r RCP STORM SEWER CATCH BASIN FRAME, GRATE & BACK B STANDARD CATCH BASIN C SPILLFACE CURB & GUTTER D o 0 m U m w 2 C.) a: SO 10000 20041215 SD024220 QU a }51 tom m a c o c ,o 0 o r m o xu c o a O rc co B N U Q a ua m in in o It 0 0 o 4 I 3 0- m 0 0 ri IS I:i a i z o 1 o to 0 N z z � w 1 vi 24" LX � w p z p z � w 18" 6" 1/2" R 2" SF 9.5 ASPHALT o a � '_ 0 z z �' 1 /8" R 3" R 4 U U U M d 0 N a i : 4...:.... . ... ... ... :. W:. N 00 to 0 STANDARD CURB & GUTTER VARIES VARIES U F 0 Z � J Y i 3 3 I j p¢_, / 1 i Z > Q 4' - 4' CON J � JOINT¶ON x SSRp��•,�� o U Z U ------------------------- - - - O �`\ SEA �v�9_ 202„r0i5(_ = Z ZZ 0LL GINEF TYPICAL CURB & GUTTE END SECTION ,'/DI IIli0\````` m 0 F- Z LL \``�}ulilllul,, SOC� LU 0 U Q QgT.. ;` J�oRp ORgT FJ,% F . cn LU m � SEAL z o _cZ-)= 1972 = = LL ;LLE�`�`�\ TYPICAL CURB & GUTTER TYPICAL SWALE SECTION F STANDARD PAVEMENT G H SHEET 8 OF 14 0 C O v C C at E -O m N C 0 N O W 1 N 0 rn 3 Q- U W 0 U CI v (D m 0 III- I n O 0 O UD / 0 JDo r � O rn O C CV (D X 0 (V I t DO U C p (D � rn T X O rb + � 0 o c �J N N 0 0 0 o_jna TOP RA ROAD SPIKE CL ROAD PROPOSED LF 18` RCP NGVD 2 DATUM IN NV (E)=25.55 I INV (W)=25.60 PROPOSED ------------------------------------------------- " I TEMPORARY _------ '-------_-- EASETRUCTI°"-------"-- EASEMENT PARK ROAD PROPOSED _ _ _ PROPOSED PROPOSED '-- _ PROPOSED N PROPOSED OUTLET PROTECTION CLASS I RIP RAP OUTLET PROTECTION OUTLET PROTECTION - - _ _ _ OUTLET PROTECTION (8 O R / W - 2 6 ASPHALT) I OUTLET PROTECTION - - - - - - - - _ _ _ CLASS RIP RAP ' - - - I CLASS I RIP RAP - - _ _ _ CLASS I RIP RAP \ I CLASS I RIP RAP - - - - - _ _ g -- OOo0o000000°OOo 00000 �---___ ________________ H _______ - - ____________________________________ -En O°O°O°O°O°O° O°O° - - - o- o 0 o n PROPOSED - ------------ ------------------------------- = o°o°o°o°o oaoo ------------- SILT FENCE a O o _________________________________________________ _______ Nv W « C Co ------------------------ 2 •^•^ o ^"• INV. 4"=25.50' "- " -' INV. 4 -26.40 c € -- _ ___ 00 606�0�0 _ ____________ _______________________________________ ___ _ _ ______ ____ ___ _ ---- -- -- --- ------------ -------- --- ------ oo°0000000 ------- --------------------------------------------- _______________-_____-_______________-____--____ 1 -------------- --- --------------------------------------�� 2�--------- ---------------- - - - --------------- -- --- --- - -o 0 0 o- o ------ - ------------------------------------------------------------------------- ----- ----- -- ------------------------------- /2, RO 1 1 � ____ O O C -- - -- 0 O Q 0.100 % X X 'X % % X X X STANDARD � � X X X X 1 X X X X X % % X /,-L=IR--- ,�p Rg Bg -------- 0o�� a 0 P, $oo B CURB CUT (T�PICAL I -SA------5 - - - of 006-0 S-__--SA-- .f_-SA----_-SA-----,L SA----__ -SA-�_--SA------SA-A------SA------SA------SA-----_SA------SA------SA-----SA------SA------SA------SA------SA------SA- SA----- SA----- SA----O--SA------ SA------ SA- o rc rc ° 000000000 132' PROPOSED GRASS SWALE NO. 2 PROPOSED GRASS SWALE NO. i ; 0 0 o a 0 7.60 27.63 27.66 27.68 27.71 27.73 27.75 28.75 28.73 28.70 28.68 28.65 28.63 28.61 o 83) o �o o., 5 ELEV. = 30.92 i - 2 43 = 8. 9 = _ = C_• .17 = TC=28.69 = TC= 9. , Q POSE I AR FL=28.19 FL=28.19 FL=28.67 FL=28.19 FL= .67 FL=28.19 FL=28.19 FL=28.19 FL=28. FLANGE BOLT ON FIRE 3 GROPES FL= 7.60 �' TG=z .19 Tc 28.86 NGVD 29 DATUM FL= 7.18 GRAVEL FILTER 5.42 , FL=2 .69 FL 28.36 0 CHEC DAM n o , CURB CUT •• ab .• �• .• .• .' a9 .• .� .• a A dRt U TC 8.29 CURB CUT ` CURB CUT B CURB CUT TC=2 4TC=29.31 FTC=28.95 Z Z W -' a 3 .49F �� o m FL= 7.79 , FL=28.99 x x x r p , • 0 29.64 28.64 28.64 28.6 28.64 28.64 -�- y U) w 20 ? ti E3' ' ,� U TC=28.41 TC=28.66 TC-28. 91 TC=29.11 TC=29.38 TC=29.65 TC=28.95 TC=29.05 TC=28.95 TC=28.95 TC=29.05 TC=28.95 TC=28.95 TC=29.05 TC=28.95 r^ vJ c in 2 10 FL=27.91 FL=28.16 FL=28.41 , FL=28.61 FL=28.88 FL=29.15 FL=28.45 FL=28.55 FL=28,45 FL=28.45 FL=28.55 FL=28.45 FL=28.45 FL=28.55 FL=28.45 FL=28.8L _ _ _ _ _ _ _ _ _ _ _ FL=28.45 PROPOSED HARDWOOD TREES J � o Z Of 28.22x TC=29.60 28.47x TC=29.65 28. 72x TC-29.92 28.92 TC=29.84 29.19 TC=29.64 A 46 TC=29.64 TC=29.64 TC=29.76 rj4. TC-29.6 TC-29.76 TC=29.77 TC=23.64 TC=29.76 MATURE SPAN tO' (TYPICAL) 1� E� V 3 m E °' M O jCARr�=29.76 FL=29.10 FL=29.15 , FL=29.42 FL=29.34 LIP=29.08 LIP=29.20 LIP=29.08 LIP=29.20 LI 29.20 LIP=29. LIP=29.20 LIP=29.20 LIP= 13.08 r r AREALIP=2 • z w do c d Y w FL 8.80 i 29.06 29.06 29.06 29.06 29.06 9. 6 29.06 X x x x i x N O 4a w a a t E U m ra m n x x o Of , ; o c- , ,,, CURB CUT) u r, ° 000 c] u o �U B -- CURQ oTC- 9 4. oc'c tt w$G°0' ` "o° & ¢ m ~LL c a_ o°ao`c°T((cc 28C 1` C o° 6 a { !i r , r , 0 c` % i) ol-'D 8 7I4 G r w o a�L 8(7, o a ° FL�2u8.,"/�) a. ri ./� p, (+, °O°o°c o°a°u°o°.y ) °oaoo°°^,°off HC HC HC 5.47 o°GGCGocal a� r� .. °UGuaG_-oO' p Go°°0c oGOGoc a o000000000C, o °, 9' 15' O o 0 0 o r., o 0 o G`�o o . a PROPOSED _ O GOG • TG-29.13 °O as GO C°ou,'] - '°°0°°G O-U,_ Z �°°o°o� )f,o�oo1 - oaoo°° _w, °Gc\mac -"� J` i--')G°G°,O ° °o°c, < -� TC=30.00 TC=30.00 TC=30.00 0. TC=30.O0 FW- =28r °o°'I`- �29.1'6;� 'oRG29y1D.,� °G`s `�g,�4Go<}u�f,�`,uOOr. =30. 0 TC=30.00 TC=30 SMA � UB N �� Q) > GRAVEL FILTER n u120 ;°0 ., o . p ' o•'0°0°0°0���' )<T . i r x ,°o°cF�' Q°o a a 'r°°. o°°�°°o°°°0°0"0°ac c`-F�"86'c - oFL`2280y°c 28.Z4-o"o°c{+)';�o`''e. UP=29.44 LIP=29.44 LIP=29.44 =29.44 LIP=29.44 LIP=29.44 i LIP=29.44 LIP=2 (n MATURE SPAN 5' (TYPICAL) ' m �f C CHECK DAM ..{FL 0 0 , o o o u U 0 o a u O O u. a G_ G• O o U , <, u o r o „oaoo( ,c`J000 0 0 0 0 o c` o oc c a cuu r}-cr`-os'z; 'z - 0 0 0 0 0 0 `rr{'' " 1t�'T>litri1a-Lt° a, a o u' o c u° o° i m Q W O O O O O O O O O O O a C U Ci O( ') O ° O O J O] G., O,. ')_U 0 0 r. ) O, O a O° a"O 0 0 0` a 0 O G U_ O ] rr o{40E0::0 ) 0 a< `y o 0 0 0 0 0 0 a O o` U U m O ,OOOU'-` 000. O°GoaoO°OuCc'�C�.,t !. GO O GO�OC ,,OOO G O O U G OGOGa Or') 00{'G ° O ° r: W SPILLFACE U O O O J 'G'G O l O O O O ELc}°-{2(Z.-�D], 0 0 0 0 0 0 0 ° 0 0 0 Ul(i~aO `� 0 0 O, to 0 0( c o G o.0 0 0 0 0 o u G C ,.o_A .� O.O.r, 0 0 0 {, a< ° CURB & GUTT o U O O ) O ° -° o ° G ° J G-c-�' o 'L}' g u }� o ` `O w o m N pv ao M _ .A <3 O O, C O G O O. a 0 0 0 0 0 G O' O O C C O O G O 0 0 PrT2 G c'l „{; C 1 r,l /\ O 0 O J,O O /l O, O O G O O.,O O 0 a 0 J'(t`0 'O 0 O a 0 c °` -> O G.., O," `y N {� LL vnb� 3 rl Z >GOGO G°EGO O°O OOO°OGOGO°GOOO u00O° `)G0( 0GC °O°O0U°a°UaG°.,CJGUGu DOC,1.T LL. p 0 0 ?�. O O ° 0 0 0 0 c 0 O U.,O G O, O a O C O L O G O U.° o O J- ) °fi,( O C mN1�^ L A 3 U N^ PROPOSED o O G O O< O G 0 0 0 t c., G O O O O �,` O U O J U G O G f )_ 1 a o 0 o„o,_O o) C) 0 o O o ,0 O! N B(0 a o ,0 o u,. o o <� >�u`' 0 0 0 - 0 o c ° o G---�-2-� o o u, ° o z) F- (o Z .a N van c '- N 0 �o 0 0 TC=28.75 0 ° °, 8 5 _o„0 0 ) ° ) O o, c o o U"g j3 ° ) 0 c J. o` { 0 0 8� 30 -CU CU�°G°GG(FROPOSED'o°0°oQ) �oOOGcoaoaooG� ..._ o arc o .o .. J.. o� f o rod .. �- 0 o m .. 12`RCPiD0.15% 000 1 2 9'°° FL=2825 0�< oTG o G. c o` o 0 0 0 0 oa c c 0 0 t� c itORB$P1?lt7t o o c a o 0 0° o fS 28 6o J o a°o` c, <%,-o o. 0 0 0 c az0>c4 o trvc. EZE 0 0 c o ) o ,EGO O J O„O O C O O G O C _ , O O t J O O O O ) I 2, E, f) (- < G ,c' ) EL o o°LC 2 4, _ ° c � $ O` ci2 c CONTRACTOR TO PROVIDE ^) 't ;L p •- m a 8 ti r LL d i2 o o {� r, r o c1k ,. o o N r ) .. rA r w r °° RI) a a o u G 0( u J, <, u` J o 0 0 0,, c° ) .V 25 7D G< INLET PROTECTION AT a• o O` O O G O J,'O U G u G C' O O C .] O G J O U J C o,n ra m = r LL W o o ( o 0 o c J) o ) o 0 0 o o c 0 o c () , o L3, z J 0 (IN SJ cO`�') o o tC428 40 o i 0 0 o c o u o 0 o TC J '."� c. CATCH BASINSOO U O. - O O G('UC ) 0 o 0 0 ) oIM 5.52 r 0 0 0 0 0 0 0 0 o u 0 o_o I I i I I ��\ c o u o O°O a" o o°o�{}{.r5°o{ :,o O! ° o o` O (_G- O>G u �., ,' a O°O'0°o.. 38' r QG Q) D O U `Q U J` O O„ ') O a O 4%r 0 0 0 0 0 r 1 , - , a G G GGO,.G=" ), ,. p (: o 'o G _) o 0 u <Fh O78 'c u - INLET PROTECTIONo ,. ° ( )` 0 0 0°G1c� f9Q5'°c°a JGc�o°(. , "o PROPOSED a 0 o c ° 0 0'0'0 ., , _., <; �,_ , o c } 0 0 0 o c u .. ) a o° o c PROPOSED o°° cT`C gq8aa b°c o°o( o°°°°°°°o'fQ r44J,. u'-"_ 0 a°o°o°o°o°o°-.`♦=L�2$65�0°0°0°o°o°c ` 0 09 Y) o�< 0 0 o u o 0 ��,0 a o 0 0 0_• G' a u 0 0 a�0f,c� CONTRACTOR TO CONSTRUCT w OUTLET PROTECTION .0` °0°0;� r. u oaoo �� p2o°o a 0°cc'o °o ) OHO a OC,OC,O°'-{'� 2 OGO<, iJG C'J.'' ` OGO OO°O°°OOOIN'Y/S 0 AREA TO TOP OF CABC (NO °O°O'IN p CLASS I RIP RAP 4oc c5,.6SOG°< .')O<)OGC 0 0 G- /,,� O o .O o 0 0 ) ,) u_ a ; c o c c , o 'o c o o J"c, ASPHALT PROPOSED) ` A r t ,4\1R( ccUTU Q,,Oo TC " Ef.l 2<'o0 ,o a0G0C `,,Q R �U . c,u°cOcL9T2T,29 71`.; `J oG<°,GO<, U m Q U GOGOUC O Oou( OG000 - c.,ou{ C=2 - ,.6 PERF• FATED Uf D1-RD u U) o°oO(',L �^8u42;,- , a o (2` c` o 0 0: 0 0 0 o a U. u u o`) f ] c, c; '7I INTO'CATCH BASIN ')- ),. G FL=28.16 o°oGoc,c.-a0oc ` O°O1-)o(• AREA AREA AREA AREA m a m o o ]°0°0` c.°o°< 0°0 0°o°o°Goo°ti'a o° G°o°uF" o`'�x o"{, D o c o u o o< o o u o <2 <7 Oo°o°c,")UOU °c 0 0 0] G o 0 •) I43�. 2-2 2-1 1-2 1-t p 0 0 -< G c G o a o 0 O. o! c°°°o°o°°°0°2�(1 O o 0 o c o c REA o c o. ) o. r, ` o o 0 0 0 U 0 0 0 0'.-. G, o' c_ a o_ O. ° 0 0 o 0 0 0 ., 0 o c o, u PROPOSED PROPOSED o 00 ° °`, oocGo,,u000GOo 0Goo00c0o0(�cc_o 0„u, c FF=30.37 -} rn _2 a ° o ps c c 0 o J 0 /��p �` c{{�� 1g 0 0° _ c c c CATCHMENT AREA NO. 2 CATCHMENT AREA NO. 1 I`)O�U `, n m } y OD 0 � o$i O�JG aOc G°ODa00°GIJr 'L �U, i l r l / ♦ y1)Y(B-GU �OOO.OoO n( 0 0, 0 0. ) 0 0. 0 0 a o�Da�7g,3 0, 0'fC 2�34a o 0 o c r. Q a 0 >' m o- ° c ti u cy. o 0 0 o G 0 0 cT 8. 3'a o 0 0 010 G/ o �), 0 L e g o 0 0„0 ,0 c. 0 0 0 c o 71&a , 8 c o' ( o o c) ' a f!, c O O O a ) U J, G a a. -+ O, U c U U a O a! U U .) > <' `° rn �' �' m (is_ O C r l O 0 0 O ) ') O ° O"O u G O 0 a O a 0 0 0 0 O` <, ) O °I9 /. 0 O O G a ° O c�i(`j_ g%g o 0 0 , c` a o` o ° 0 0 0 0 ° o o° o o ° o ° o° NOTE: 0 0 0 o O G 0 0 0 0 0 0 0 0 y I W W 7 a_ z3 O wo 5.80 U o'c. °. ) O o 0 0 0 0 o c _o 0 0 o.c`' 0 0 0) c G ° o 0 0 0 0 0 ._ o o a-.. a 010 o cT0 0 o°fC .3�i.6cXo c c o c,' 0 o c O c o 0 0 0 O o FL�2 ;4 0 0 0 0. 0 o O,, �g$;5) o c'' o o 'a a u` I I I I I o G o 0 0 0' ) o c o o G G J o o L 2 7" o„o c o_c. x v m o 0 o m W D- a 0 a 0000 Goo oG oc o 9 400OGo°"uooc< u�,0 °. ( of '2cY-Q75io°o`a°o'a�'o , Via°-cr'S- SPILLFACE 1. REFER TO PLAN SHEET 3 FOR LIMITS TO DISTURBED AREA AND U o c o 0 0 0 0- r; 0 �G52. t Goo 0 o o. P(jOPO$ED 0 G oT,�Jn c o ] u o G o' °° o U) 1 W 3 ,f• 2o°o `. CuR UTo�FL�286`0°G Co2g2 G' ] oGo OTC Y)000Goo°000 n 00< CURB &GUTTER LOCATION OF PROPOSED SILT FENCE ALONG EXISTING PROPERTY 2�$Ls, o 0 BIORETENTION) o" Notes c p D o c o o. r A o A, ), c, o 0 0 0 ° c - a' '0°0°< 7i�'&°o°o°c u y8'I, ° - lG000°o00 .O�E}��28.7cb°O AREA�.NO c3(-2ooF,Lt.2r9: fi)° �. oaoo°c°o°�>",:,,), LINE a= o o G o 0,_, A o 0 0, o_ o J o 0 0 d I m . O °oaoo' )GUGp0 0 0 G' ]OGOGa OOGGGG _:C}U 000`JGv0 0°G°O°C °U°O°iY i1'�O°O0 0 0 0 0` ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o o'c ,o o ° 2. ALL BORROW MATERIAL MUST COME FROM A SITE WITH A VALID 1. La is the length of the riprap X x o r o N m It 0 0 c 0 0 G 0 0 0 a ' ,(' )'a°0°o°0�0 ':-°o°o°u°o°o(c �O°o°u(.'o°0°0°0°0`. - NORTH CAROLINA MINING PERMIT apron. 0 0 a ) 0 0 o c 0 o OD o I �. n 0 0< 0 0 0 0 0 0 0' 0 o a J o o a o 0 0 0 Pipe Outlet to Well-defined / z O a a o1 0 0 0°o°O< )0000000000°0°0- O (TC=29.31 TC=29.63 TC=29.95 STANDARD 3. A = LOCATION OF SUPPLEMENTAL HAND AUGER BORINGS 2. d=1.5 times the maximum 0 0 ( 0 0 0 0 0 E O.,J. O Channel 3 0 a ,o0 0o1 )00Go 0 0 °oaf '°°o FL=28.81 FL=29.13 FL=29.45 CURB &GUTTER 0°0-) oGc�'G� S, OG0 oo0 ct � { stone diameter but not less 010002 � X iJ M I'' M W U (� o 0 0 2 tooc 5Li -3- o°o°o°o< 0, % 4. REFER TO PAGE 14 FOR DIMENSIONING OF RIP RAP OUTLET PROTECTION - than 6°. �O°°°(J` � ¢ z L 0 I N c' i 0"G G , J 0 0 0 O G o )<}< O. •. O]O OC,00`)O°O °O°C%°° °C:{BOG 1,�.. 't: .,O _�u ;-Ci ZS -i ;"TJ-�-rZ T- -Cf-(` 1, tS' fT �S (. Z3- U: i. , -ir l� -. S.. o T 8.7; '0 0 ° 0 0 0, o , ( ° r) J :. < c. J - u , {, > c °('� ) c - < < y rr a u o o < -c 5. RIP RAP OUTLET PROTECTION DESIGNED FOR HIGHEST DISCHARGE FLOW 3. In a well-defined channel ex- O W Z W W -' W li .. o Ln < O C O O_ J U U ': , 00 G a <, ) > O"J J , G G' -°. a „ O,° J" )oaoo 8.23°°°oO°Oo°OOOo'O°c- ��{ ti°o°oli)OoOoG ,`,TO=z$'4 =00��u GuT�r` 9;T9,O<'O°O°O°O°O°o°O°o, Y'C �30 T'T,;c>°O°c tend the apron up the channel ,< o it d Z d z d z ° GF ( G G ° 0 o c ) 0 0 0 0 0 0.,o G c<G, o o _( o o c' `Lc2896,•` o o F� ;g. 1) 0 J ° 0 o G o o ) g.' _0 6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR MULCH, PLANTING banks to an elevation of 6" o . ' o 0 0 0 0 0 o o ) J o c o o; o ._ ,. _o _ 0- O ,. )r, `";`-..n 0c,oc ol�o<,on 1-`�, 6�G �'°�,u _c MATERIAL AND FILL � � , „o ,o(, SAND FOR BIORETENTION AREAS TO ENGINEER FOR A A ],.°0(}0. aoo°GG Gc oG OG°Goc o<u )r)c -°c) U)]JGoau (, O -'-- 0 0 0 a o 0 0 0 ° 0 ) o o 0 ) o o APPROVAL PRIOR TO SELECTION AND OBTAINING SOURCE. above the maximum tailwater o 3o a LL w z 3 0 0 0 0 a 0 c O c 0. ] 0 0 0 c) TC-29 72 _ 1 00000 J O O 0 0 0 G (J a 0 c] < c I U <) ° ° ° ° ° ° ° ° { ; J ° ' ° - I ° FL=29.2 FL=29.67 depth or to the top of the bank, a a < a a 5-90 o o o 0 0 0 0. o o G 0 0 0 0` o c , _u G + .0 0 0) o 0 0 0 0 o c o 0 o c o a\, a I I I I O o - o 0 0 0 0 0 0 0 0 0. E 0 0 ) G c o' o o' <- .,o 0 0 whichever IS less. U U U a o to o °O°°� } DO DO DO DO DO O°OOO°OGDODOO°°000 �'ODO y 000000"" 000000000 a 4. A filter blanket or filter fabric °O 0 0 0 0 0 0 0 0 O O a O O O.: 0 0 0 0-O U o 0 0 O` 0 0 O o O.. O o ° o o a 0 0 0 G 0 CLY:2$ )-) o 0 0 , 0 0 0 0 0 < - -) . o° T ��4KOo°o°O°°°o°0°°°0°O°o°FLZ29 2�-)`-oaoo°°a ;;°0°0°0°o°o°c Tc=28.73 should be installed between 0 0 �` 0 0° o a o o <, 0 0 ; <, - o 0 0< o 0 0 0 o O Catchment Catchment Catchment °0°G 2 r40000000o0o0°G000GGr,oGOGoo � r,o.SuGOG°G°Go(..GOGOGOG000G` FL=28.23 Plan there ra and soilfoundation. 00000G000°0oo°o00„°.,0p°(,00000G„00000000000 Area Area Area riprap a N ,}OGOGa 00000000000 aG O O a°O 000 0°PROP stD O O O G 0 0 0 0 a G a O 0 O O o, o.o,.o o G o 0 0 o 0 0 0 0 0 Z 3 G000GO G G 000000 m DOa0G0 co°o°o°o°o°,�A CyM-fI`T A EA Q°3:J°°0°o°0°°° uo_oOO Go°G GO GO G( m 0 0 o R, N 0 0 0 <S o 0 0 0 c 0 0 0 0, 26.37 AREA 2.03 2.13 2. 00 O 00 N o o c o 0 0 0 0 U 0 0 000000 0 0o0o00000o0o0o0o0o0o00000o0o0or3o0o0c0oO°co0o0oao0o0or AREA BUILT UPON AREA 0.71 0.76 0.90 U O 000000 0°0°0°0°0°0°0°0°0°0°0°o°o°a°0°o°0'o°o°c°o ,:°0°0°0°0°0°< 3-1 0 0 0, o a 0 0 0 a 0 0 0 0 a 0 0 0 0 0 0 .0 0 o c;. 0 0 0_ o ,o o ® % IMPERVIOUS AREA 34.98% 35.68% 36.00% o o c, o o o o o o o 0 o a o G C) O 0 o c{ 0 0 0 0% o o a G o c U ] 0 O a G 0 0 a o 0 0 0 0 0 0 0 0 0 S, O G O G,0 0 0 G° °, 000 42O0GGo00Oo°GOG000GOGG{.,0G0GOG°c°o°c)00°0°o°u'_c°0°o°°°, 1 STORAGE REQUIREMENT 2,688.17 2,869.31 3.394.05 La F O - _ o c, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (J c, c G-_ o°000000 ( STORAGE VOLUME PROVIDED 3,850.00 3.300.00 3,400.00 o o,_ 0 0 c 0 0 0 0 0 0 0 0 0 0.0 0 0 0 0 o u o o.c000 0 0 0 0 0) 0 0 0 o a o 0-- 0 U o 0 o r z ° o 0 0 0 0 0 O o of 9. d o 0 0 o c, o 0 0 0 o o` 0�0 o G O 0 0 �_o 0 0 0 0 0 TC=28.73 - o 0 0 0 0 0 0 0 0 0 o a o r. o 0 0 0 0 0 0...: o 0 0 0 0 °o°o �. 5'0°0°0°0°0°0°0°0°0°o°c �C2Y9, G o 0 0 o O o 0 0 o FL=28.23 O t- Z O a U T o 0 o O o 0 0 o c O°O°Oc ;°o°o°O°o°O°O°0°O°0°o°O°O` cF4�0(1u U O°< GGoo0G0 0G0 Z J 0 o c 0 0 0 0 0 0 0 0 0 0 0 0 o u 0 o d 0 o c u 0 0 0 0 .,. O ° a O O 0 0 0 G 0 0 0 O G O C O ti O IG G, O a C 0 O U;-'••"�= iA _ I O a (. 0 0 0 0 0 0 J O 0 0 U O -� ° C f] O O J O <) O G O U ' , O O O 0 O O° O° O O O O O C, _U ry _u, C )•-,Or, ,� ( -. :), G, GAG _,O _ I '(' (I') 'a Q. LL Y DOE°°� ' 00000 GO 00< C°,OOU°(.l°Ci <'O III�i Section AAIUD _ O III _ 1 -t:. IIIiI� 0 6.00 • ___- 0,02 o_o o_o„O.,o a c o` o -)00:,R E 00000°o0o0uou0o, "__ Fitter o c o ° o ` blanket ° 3qp A' .X G°UT OGO Lll Z J 0 0 c o 0 0 0 0 0 ( _- ", U Z PROPOSED 0 0 ) 0 0 0 0'< - °O°OT o'9 .O0 000°- u!°,OOU , PROPOSED`--""-- `�� PROPOSED 0 0 0` ) o '0 0 00 o o c�" PROPOSED SDR Z ._J H O CLASS T RIP RAP 0 0 < o o a o 0 0 0 134 LF 6" PVC 21, 200 PSI PIPE PROPOSED PROPOSED SUMP INSIDE LOADING AREA DROP INLET FRAME $ GRATE DROP INLET FRAME $ GRATE o0000( )Go0o0o000 JGoOo! " TC=29.55 0 0 DISCHARGE OF OOOO< )GGGG°°OOc. 000 FL=2905 ENCASEMENT FOR 2" FORCE MAIN 2" PVC SDR 21. 200 PSI FORCE MAIN WITH FRAME AND GRATE TO INCLUDE: 6` DIAMETER 6` DIAMETER F- V) U 2" FORCE MAIN 00 0 0. ) 0 0 0 0 -SIMPLEX 20 G 10 TDH TOP 3` o o< 0 0 o O PM. 0000°< )00000000°c/ MULCH Q (� 3 -3 PHASE EXPLOSION PROOF 0 0 >TC=29.55 PLANTING TO CONSIST MATERIAL PLANTING TO CONSIST TOP 3` 0 00, 40 coc -0.5 HP �� Z LL' r Z 0 °00, )°O°OGO(, FL=29.05 PROPOSED-ZOELLER MODEL X6%j OR EQUAL OF SMALL DIAMETER OF SMALL DIAMETER MULCH O ,GO a �9)p,ioo) PLANTING TO CONSIST DROP INLET FRAME h GRATE HARDWOOD TREES AND HARDWOOD TREES AND MATERIAL O } °O°O1 t d, 1:100c OF SMALL DIAMETER 6` DIAMETER SHRUBS SHRUBS L11 Z I-- LI- to 00:.,u°0( HARDWOOD TREES AND 28.50 TOP OF BERM OVERFLOW GRATE 00000 30000 ,: TC=29.42 SHRUBS ` / 9.20 TOP OF BERM/OVERFLOW GRATE Z >°0O0°. 0O0O0 FL=28.92 TOP 3` MULCH 28.25 BOTTOM MULCH LAYER/ PROPOSED 8.95 OTTOM MULCH LAYER/ O V = Q O 3 0°0°0` °OOOO° TOP PLANTING SOIL LAYER 1.35' PLANTING SOIL 0 0 o u 0 MATERIAL a PROPOSED TOP PLANTING SOIL LAYER Z q W Q U )oOOGo. c°oGo{) TC=29.73 ` 12` PLANTING SOIL ,o0000: °,0000 FL=29.23 28.50 TOP OF BERM/OVERFLOW GRATE 27.60 BOTTOM PLANTING SOIL LAYER/ {'aGOEG LC L.L m ~ i- _ 5 O°0`" 28.25 BOTTOM MULCH LAYER/TOP PLANTING SOIL LAYER �� _.._ 27.25 BOTTOM PLANTING SOIL LAYER/ -:x. vw,:. TOP LOAMY SAND LAYER - O O O < ;;' •: ;= TOP LOAMY SAND LAYER» -)C,OC, )? 9. 27.25 BOTTOM PLANT(G SOIL LAYS / ' R :s:;.- ' V'` 'LL O U O )OUOOF 2 oc' r. TOP LOAMY SAND LAYER Y ii 'l a. u`fi': yf3yfi"'y�.ti ti ' � .. ',a -tit LANDSCAPE �a CATCH BASIN Ilnwl/ s O O o G o` o t w��; v- :Y'' \\\llll J o 0 0 o G PROPOSED s:::'?Fi::r<. :ri i"�:�5:>; ;:-;-v,:,, :,+.rlt1. "s a \\ �j$OL`/ ///rr �\\ N C ///rr o o a 0 0 o TC=29.86 n;., ... ,;i., -, ,,, 1.15' LOAMY SAND �M1 y_, ; •. FABRIC a -• .ti 'F-{c=stoti '„x,. �,,••` W Q �0000a o0000 12` PLANTING SOIL :, =: •:_ ;u;;;< 26.44 BOTTOM OF LOAMY SAND LAYER a. d`g:. ? =':ts ��`J\Q ,••'�"".qTF�.. .`•` ' ,""/4% FL=29.36xe.: ,. W 0 0 0 0 0 0 UOUC l�` DIA PERFERATED PVC - �:, TIE-IN 6' DIA Q= J"s- .j.:� .-:as•- m 0 0 0 0 .yy.-:; ..;; ••-::* t >'` ..n� PERFERATED PVC - 0 Z �' 0 0 0 0 0 0- DRAIN PIPE WRAPPED `��L�'' 0 0 0 , ° o c. 0.81' LOAMY SAND' --;:. - - Y?;.;a';a. SEAL WI SYNTHETIC FILTER '�`'=: 'r'> "' DRAIN PIPE TO = = _ 0 o c 25.50 SHWT r az,' - - 1972 0 0 0 ° o c fir:;:.c, DROP INLET = - - _ 2+0zC� _ _ °O OOT OQ 0p 6` DIA PERFERATED PVC LANDSCAPE FABRIC =` ' ; 26.10 BOTTOM LOAMY SAND LAYER a s = 2 0 0 0 2 '. 9 c DRAIN PIPE WRAPPED 1 : T'%"/11�� O tt a 1.95' LOAMY SAND `�9. 60c WITH SYNTHETIC FILTER 25.50 SHWi (�`�;Q� • q ,• •� n ' GINS ,` ` v ,ri 00o0cF0 0 0 0 D o c rr !)k' p . S O �. '�` `� '9. 0 0 0 ( LANDSCAPE FABRIC /// VILLE �/ B. `' /�nnl\U\ \ W cg 0< TC-29.98 „x'�y.5: \\ \\ Go GT. ,' 15.65 BOTTOM LOAMY SAND LAYER /InUInN�\ 0° °cF9�d8°c FL=29.48 0 25 50 SHWi \\ oaoo°` °O°°°< SECTION A -A SECTION B-8 SECTION CC SHEET 12 OF 14 BIORETENTION BIORETENTION AREA NO. 1 BIORETENTION AREA NO. 2 BIORETENTION AREA NO. 3 o+ 3 v vi m 0 Z c O U 2 N 0 0 U 0 C 0 C O :N 0 C 0 E =o w C c 0 0 C c 0 U C O Q) 0 w` I M 0 a rn 3 U a U 0 w 0 U 0 a� m 0 I n 0 M 0 co 0 0 N J E to °O o 0 o+ w Ic0 w o I N 0 Co z o z Z >+ 0 75 y x w a00 in U O : O 3�0 0 �o •3O� ow oD0 0 _I d 1. EROSION AND SEDIMENTATION CONTROL A. Temporary 1. All land disturbed areas shall be graded to minimize runoff. 2. All land disturbed areas on the banks and approaches to ditch, stream or creek crossings shall be graded not to exceed 2:1 ratio. Surface water runoff shall be diverted from land disturbed areas. 3. Construct and maintain detention basins, silt traps, check dams and barriers. 4. Divert all runoff into ditches, detention basins or slit basins. 5. Not more than three hundred (300) feet of trench shall be opened in advance of completed backfill. 6. Trenches shall not remain open after normal working hours. 7. All land disturbed areas on the banks and approaches to ditch, stream or creek crossings shall be fertilized, limed, seeded and mulched within twenty four (24) hours of completion of any land disturbing activity. 8. All other land disturbed areas related to pipe installation shall be fertilized, limed, seeded and mulched within ten (10) working days of completion of any land disturbing activity. 9. Seeding will not be done in areas to receive pavement. 10. Failure by the CONTRACTOR to adequately implement the erosion control measures described in these PLANS and SPECIFICATIONS may result in the employment by the OWNER of an outside party to accomplish these activities. 11. Payment for all costs incurred by the OWNER relating to the employment of an outside party shall be reimbursed to the OWNER on a monthly basis by the CONTRACTOR. Failure to reimburse the OWNER shall result in the OWNER deducting payment for these costs from payments to the CONTRACTOR. B. Permanent 1. Final grading, soil preparation, fertilizing, liming, seeding and mulching shall be completed in all land disturbed areas within thirty (30) working days of completion of any lend disturbing activities. 2. SEEDING PRODUCTS A. Topsoil capable of sustaining vigorous plant growth, not in frozen or muddy condition, containing not less than six (6) percent organic matter, and corrected to pH of 5.9 to 7.0. B. Lime shall be dolomitic agricultural -ground limestone containing not less than ten (10) percent magnesium oxide. C. Fertilizer shall be commercial type 10-20-20 with fifty (50) percent of the elements derived from organic sources. D. Seed. 1. Seed shall be certified seed or equivalent based on North Carolina Seed Improvement Association requirements for certification. All seed shall be furnished in sealed standard containers. Seed which has become wet, moldy, or otherwise damaged prior to seeding, will not be acceptable. 2. One (1) percent maximum weed seed content permitted. 3. Seasonal mixtures for NC DOT right-of-ways: a. From September 1 to April 1: Seventy-five (75) pounds per acre of Kentucky 31 Fescue, fifty (50) pounds per acre of Pensacola Bahiagrass, and five (5) pounds per acre of Centipede. b. From April 1 to September 1: Seventy-five (75) pounds per acre of Pensacola Bahiagrass, fifty (50) pounds per acre of Kentucky 31 Fescue, and five (5) pounds per acre of Centipede. 4. Alternative seasonal mixtures outside NC DOT right-of-ways: a. From November 15 to March 1: Twenty-five (25) pounds per acre Rye Grain, seventy-five (75) pounds per acre of Tall Fescue, Kentucky 31 or Alta Tall Fescue and fifty (50) pounds per acre Pensacola Bahiagrass. b. From March 1 to May 15: Seventy-five (75) pounds per acre of Tall Fescue, Kentucky 31 or Alta Tall Fescue and fifty (50) pounds per acre Pensacola Bahiagrass. EROSION AND SEDIMENTATION CONTROL CONSTRUCTION NOTES c. From May 15 to September 15: Sixty (60) pounds per acre of Pensacola Bahiagrass and forty (40) pounds per acre of Annual Lespedeza (Kobe or Korean). d. From September 15 to November 15: Seventy-five (75) pounds per acre Tall Fescue, Kentucky 31 or Alta Tall Fescue and fifty (50) pounds per acre Pensacola Bahiagrass. E. Mulching material shall be oat or wheat straw, in dry condition, reasonably free from weeds and foreign matter detrimental to plant life. 3. GENERAL CONDITIONS A. When conditions are such by reason of drought, high winds, excessive moisture or other factors where satisfactory results will not be obtained, the WORK shall be stopped, and resumed only when conditions are favorable. 4. SEEDBED PREPARATION A. Protect existing underground improvements from damage. B. Clear the ground surface of stumps, stones, roots, cables, wire, grade stakes, and other materials that might hinder proper grading, tillage, seeding or subsequent maintenance operations. C. Remove contaminated subsoil. D. Grade to eliminate rough spots and low areas where ponding may occur. Maintain smooth, uniform grade. E. Assure positive drainage away from buildings. F. Finish ground level firm and sufficient to prevent sinkage pockets when irrigation is applied. G. Grades on the area to be seeded shall be maintained to a true and even condition. Maintenance shall include any necessary repairs to previously graded areas. H. Uniformly apply lime at a rate of 4000 pounds per acre prior to preparation of seedbed. I. Thoroughly till all graded areas to a depth of at least five (5) inches by plowing, disking, harrowing, or other approved methods until the condition of the soil is acceptable. On sites where soil conditions are such that high clay content and excessive compaction cause difficulty in getting clods and lumps effectively pulverized, use rotary tillage machinery until soil mixture is acceptable and no clods or clumps larger than one-half (%2) inch in diameter remain. J. Remove from site, foreign materials collected during tilling. K. Uniformly apply fertilizer at a rate of 500 pounds per acre of 10-20-20 analysis. L. Incorporate the fertilizer into the upper three (3) or four (4) inches of prepared seedbed just prior to the last tillage operation. However, never apply fertilizer more than three (3) days prior to seeding. Use fertilizer immediately after delivery or store it in a manner that will not permit it to harden or destroy its effectiveness. M. The seedbed should be firm and compact. Prior to seeding, grade the seedbed and lightly compact it with a land roller, such as a cultipacker. 5. SEEDING A. Do not sow seed immediately following rain, when ground is too dry, or during windy periods. Do not apply grass seed and fertilizer at the same time in the same machine. B. Apply seed at specified seasonal rate. C. Rake seed in lightly. D. Roll seeded area with roller not exceeding 112 pounds (50 kg). E. Apply water with fine spray immediately after each area has been sown. 6. MULCHING PRACTICES A. Apply one (1) to two (2) tons of mulching material per acre to seeded areas. Apply mulching material with mechanical type equipment and obtain a uniform distribution which permits sunlight to penetrate to the ground surface. Bare areas and areas with thick clumps of straw are not acceptable. B. Anchor mulching material. 1 . In areas with gentle slopes, crimp mulching material into soil. 2. On steeper slopes such as the sides of swales, anchor mulch with netting or asphalt tack. 3. On road shoulders, anchor mulch with asphalt tack if crimping is unsuccessful. z 4. Use asphalt tack in lieu of crimping when required by regulatory 0 agencies or if directed by the ENGINEER. Typically, asphalt tack in lieu of crimping will be required in areas with high traffic because of wind generated by the traffic. 5. On slopes steeper than 2: 1, jute, excelsior, or synthetic matting may be required to protect the slope from erosion. They should be installed before mulch is applied to surrounding areas. 7. WATERING A. Lightly water to aid breakdown of fertilizer and to provide moist soil for seed. 8. MAINTENANCE PERIOD A. Maintenance Period: until final acceptance. 9. MAINTENANCE A. Maintain surfaces and supply additional topsoil where necessary, including areas affected by erosion. B. Water to ensure uniform seed germination and to keep surface of soil damp. C. Apply water slowly so that surface of soil will not puddle and crust. D. Except for rye grain, cut grass first time when it reaches height of two and one-half (2%2) inches (60 mm) and maintain to minimum height of two (2) inches (50 mm). Do not cut more than 1/3 of blade at any one mowing. E. If rye grain is planted mow to maintain grass height between three (3) and six (6) inches until Fescue matures enough to provide ground cover. F. After first mowing water grass sufficient to moisten soil from three (3) inches to five (5) inches (76 to 127 mm) deep. G. Apply weed killer when weeds start developing, during calm weather when air temperature is above fifty (50) degrees Fahrenheit [ten (10) degrees Celsius]. H. Replant damaged grass areas showing root growth failure, deterioration, bare or thin spots, and eroded areas. 10. RESTORATION A. Restore grassed areas until accepted. 11. ACCEPTANCE A. Seeded areas will be accepted at end of maintenance period when seeded areas are properly established and otherwise acceptable. END OF EXHIBIT m 20,20 Di Brit``\` 'sS0C/ u PORq �F,PZ;_ SEAL- 1972 1LLE`t���` r a rc W W 0 P 0 8 z Tw 0 0 it S :3 d m m 'O J Umr ANc�jM J 5 O x Z m �• o m • z 'g o g d 4aa O' w, avzE f2 as o � E!)m� C F LL m ll 12 m C w w N O G F i LuzaN Q t aN o OZO=>° it a � r Un LL m m .i F LL 0 M O C I O O U N C ix o M O ro o d m CO m c o amIn v x A co 9 % ? U O Q r.i u o o a m x Lb ^o Lo 3 0. DP M W o Cra a z 0 a F Z z W I M_ vi oIZW o o 12 Z cz o `� � 0 z -1 M o a 1Z W z 2 ! 9 0 00 a a cai a ►N O D_ J W Q U) U) Z U Z 0 Z 0 UOU F- Q �O m Z tL O U Q W m .. J O 4 U x of O Z a Z Z) O U O LL SHEET 13 OF 14 1 920305 1 890724 c 0 a C C 4) E a� c O N 0 w @i 0 0_ rn 3 o_ 0 0 w O U 0 N m O r <h I T O M 0 a) O O j o_ O r7 J N I � M DO rn ri Q O X N d• of 00 c � eu 0 i71 � X CO a' T T 0 ?i J s�G1 3 O r 0 0 0 0J(_ Trnnrh IIIstream End Storm Drain SD 0715001 20041215 Overflow M/3 lameter ,ilk,LVNLM�.._o I Bury Bottom 3/4' Exterior of Plywood Plywood PLYWOOD INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION Steel Fence I Upstream End _ of Storm Drain Overflow _TI/3 Pipe ) Diameter u ware Cloth / Washed Stone Filter Across Pipe Inlet STONE FILTER INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION 12 1/2 GAUGE WARES POST 8'-0" MAXIMUM 1 X C3 WARE I = N2 = 1oN FILTER c1 a FABRIC % � 4' WIDE X 8" DEEP CONTINUOUS TRENCH WITH WIRE FABRIC AND WIRE EXTENDED INTO TRENCH WITH COMPACTED BACKFILL POST SD070000 20041215 SD071000 50' MINIMUM EXISTING GROUND o CLASS 1 RIP RAP DESIGN ° OUTLET PROTECTION °o°o°a°a o° 0°0°0°0 0°°0 °o°°o°°o°o° °0000000000000000aoo0oao0o0soQ° 000 a O Qmax.= 12.00 CFS ° °°°°°°°°° °°° °°°°°°°° °°°°°°°°°°°°°°°°°°° °° ° °°°°0000000 d rip -rap ra size = 0.50 Feet so P P 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .00.0000.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° o .....05.0. 0 0 0 0 0 U 0 o a e o 0 0 0 0 000 o°0°0°0050000°0°0°0°0 °o o°o°0°0 o°o°0°0°00000° 0°0°0°0° Length of Apron (L) = 12.00 Feet a °o°0°00000 00 ° 0 0 0 0 0 0 0 0 0 0 0° o 0 0 0 0 0 0 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 0000000000 00°00° 000°00° 0] Width of Apron at Outlet = (3 x D°) = 7.50 Feet 0 0 0 0 °°°g0000 a Apron End Width = (D° + 0.4 x L°) = 7.30 Feet (Increase to 8 Feet) ° ° TEMPORARY GRAVEL ; ; 00 0. dlll°,1= (1.5 X d5o) = 0.750 Feet CONSTRUCTION ° Thickness = (1.5 x dm°) = 1.125 Feet ENTRANCE/EXIT I� AM I NOTES: 1. FENCE FABRIC SHALL BE A MAXIMUM OF 32 INCHES IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WiRES WITH 12" STAY SPACING. 2. SYNTHETIC FILTER FABRIC SHALL BE A MINIMUM OF 36 INCHES IN WIDTH AND SHALL BE SECURELY FASTENED TO THE WARE. 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE. 4. WOOD POSTS SHALL BE 5 TO 6 FEET IN HEIGHT AND 3 TO 4 INCHES IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS THAN 1 1/2" LONG #9 WIRE STAPLES. 5. SILT FENCES SHALL BE INSTALLED AROUND ALL CATCH BASINS AND DROP INLETS. 6. SILT FENCES SHALL BE PROVIDED AS NECESSARY TO PREVENT EXCESSIVE EROSION. STONE FILTER INLET PROTECTION I A I TEMPORARY SEDIMENT FENCE SD070505 I REV.910128 AT EACH END OF DROP INLET ORIENT ONE BLOCK WITH HOLES SIDEWAYS TO ALLOW WATER THROUGH. PLAN L-Uh 50' MINIMUM PROVIDE SMOOTH TRANSITION BETWEEN STABLILIZED CONSTRUCTION ENTRANCE AND PUBLIC ROAD. 10't 4' PUBLIC ROAD 0a In EXISTING = w GROUND = z Y m� PROFILE CONSTRUCTION SPECIFICATIONS STONE SIZE - USE WASHED STONE 2" - 3" SIZE. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET. THICKNESS - NOT LESS THAN SIX (6) INCHES. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS, MINIMUM 14 FT. WASHING -WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. B I TEMPORARY GRAVEL CONSTRUCTION ENTRANCE / EXIT SD 070504 SPILLWAY SHALL BE I' MIN. SP1 4WAY SHALL S - BELOW LEVEL OF LOWEST BANK. BE I MIN. BELOW 21 fTREAM WIDTH LEVEL OF RLO"MIN. LOWEST BANK. x8xIE 61 000� DE SLOPES NC DOT#57 STONE BLOCK TYP 1CA L) " B'NORIz. 1 VERT. 2� -� H I.- L•BaN-.( N MAX. SLOPE I p FILTER I FABRIC LINING �-'- - DOT CLASS B 1 FT. w 67 STONE SRAVEL FILTER BOTTOM BLOCK SECTION -AA FILTER FABRICUNDER SECTION-99 HARDWARE CLOTH WITH HOLES SIDEWAYS ALL STONE AND RIP -RAP A. 2K2 MESH, 20 G DROP COVER HOLES WITH MIN. WIRE. INLET HARDWARE CLOTH. BURY BOTTOM ROW OF CONCRETE BLOCKS 2"MIN. IN GROUND. BLOCK & GRAVEL FILTER FOR DROP INLET El RIP -RAP /GRAVEL FILTER CHECK DAM 20041216 1. PRODUCTS A. Topsoil shall be capable of sustaining vigorous plant growth, not in frozen or muddy condition, containing not less than six (6) percent organic matter, and corrected to pH of 5.9 to 7.0. B. Lime shall be dolomitic agricultural -ground limestone containing not less than ten (10) percent magnesium oxide. C. Fertilizer shall be commercial type 10-20-20 with fifty (50) percent of the elements derived from organic sources. D. Seed. 1. Seed shall be certified seed or equivalent based on North Carolina Seed Improvement Association requirements for certification. All seed shall be furnished in sealed standard containers. Seed which has become wet, moldy, or otherwise damaged prior to seeding, will not be acceptable. 2. One (1) percent maximum weed seed content permitted. 3. Seasonal mixtures for NC DOT right-of-ways: a. From September 1 to April 1: Seventy-five (75) pounds per acre of Kentucky 31 Fescue, fifty (50) pounds per acre of Pensacola Bahiagrass, and five (5) pounds per acre of Centipede. b. From April 1 to September 1: Seventy-five (75) pounds per acre of Pensacola Bahiagrass, fifty (50) pounds per acre of Kentucky 31 Fescue, and five (5) pounds per acre of Centipede. 4. Alternative seasonal mixtures outside NC DOT right-of-ways: a. From November 15 to March 1: Twenty-five (25) pounds per acre of Rye Grain, seventy-five (75) pounds per acre of Tall Fescue, Kentucky 31 or Alta Tall Fescue and fifty (50) pounds per acre of Pensacola Bahiagross. b. From March 1 to May 15: Seventy-five (75) pounds per acre of Tall Fescue, Kentucky 31 or Alta Tall Fescue and fifty (50) pounds per acre of Pensacola Bahlagross. c. From May 15 to September 15: Sixty (60) pounds per acre of Pensacola Bahiagrass and forty (40) pounds per acre of Annual Lespedeza (Kobe or Korean). d. From September 15 to November 15: Seventy-five (75) pounds per acre of Tall Fescue, Kentucky 31 or Alta Tall Fescue and fifty (50) pounds per acre of Pensacola Bahiagrass. E. Mulching material shall be oat or wheat straw, in dry condition, reasonably free from weeds and foreign matter detrimental to plant life. 2. GENERAL CONDITIONS A. When conditions ore such by reason of drought, high winds, excessive moisture or other factors where satisfactory results will not be obtained, the WORK shall be stopped, and resumed only when conditions are favorable. A W:\D10XXtD101X01012WWAAPW-Er-Sed-Calc3.xls Page 1 of 1 Pages i/,/"Il pl IIIi0,���` �1pSSOC/ rt1l J�O RPOp TFJ� Q -� G�SEAL ��'n= 1972 = V'i 10:20 AM / 3/19/2007 9 F a U 0 U a r) W m M p '0 Uymn lA LUIS G l r n l� J 0 Z a Z3m o° Q ° U a c 4d Qa K wo_ Ia O.at E U U ON c _ m F LL G. Qr Q 129 >� Qc W °o C� C LLI Ih U N N r LLNO°1�°NA 0.G m n OZO>c31 a of IL t.E if U M IT M F LL n Ol D My CLASS RIP RAP DESIGN OUTLET PROTECTION o 3. SEEDBED PREPARATION A. Protect existing underground improvements from damage. B. Clear the ground surface of stumps, stones, roots, cables, wire, grade stakes, and other materials that might hinder proper grading, tillage, seeding or subsequent maintenance operations. C. Remove contaminated subsoil. D. Grade to eliminate rough spots and low area where ponding may occur. Maintain smooth, uniform grade. E. Assure positive drainage away form buildings. F. Finish ground level firm and sufficient to prevent sinkage pockets when irrigation is applied. G. Grades on the area to be seeded shall be maintained to a true and even condition. Maintenance shall include any necessary repairs to previously graded areas. H. Uniformly apply lime at a rate of 4000 pounds per acre prior to preparation of seedbed. I• Thoroughly till all graded areas to a depth of at least five (5) inches by plowing, disking, harrowing, or other approved methods until the condition of the soil is acceptable. On sites where soil conditions are such that high clay content and excessive compaction cause difficulty in getting clods and lumps effectively pulverized, use rotary tillage machinery until soil mixture is acceptable and no clods or clumps larger than one-half (1/2) Inch in diameter remain. J. Remove from site foreign materials collected during tilling. K. Uniformly apply fertilizer at a rate of 500 pounds per acre of 10-20-20 analysis. L. Incorporate the fertilizer into the upper three (3) or four (4) inches of prepared seedbed just prior to the last tillage operation. However, never apply fertilizer more than (3) days prior to seeding. Use fertilizer immediately after delivery or store it in a manner that will not permit it to harden or destroy its effectiveness. M. The seedbed should be firm and compact. Prior to seeding, grade the seedbed and lightly compact it with a land roller• such as a cultipacker. 4. SEEDING A. Do not sow seed immediately following rain, when ground is too dry, or during windy periods. Do not apply grass seed and fertilizer at the some time in the same machine. B. Apply seed at specified seasonal rate. C. Rake seed in lightly. D. Roll seeded area with roller not exceeding 112 pounds (50 kg). E. Apply water with fine spray immediately after each area has been sown. S. MULCHING PRACTICES A. Apply one (1) to two (2) tons of mulching material per acre to seeded areas. Apply mulching material with mechanical type equipment and obtain a uniform distribution which permits sunlight to penetrate to the ground surface. Bare areas and areas with thick clumps of straw are not acceptable. SEEDING CONSTRUCTION NOTES SEEDING NOTES N .� q/j U 03 U IY SD071900 .2 B. B. Anchor mulching material. % m m m 1. In areas with gentle slopes, crimp mulching material into soil. u E m �y.I v O 2. On steeper slopes such as the sides of swales, anchor mulch 00 W M < a with netting or asphalt tack. o dl N o n a � c w 3. On road shoulders, anchor mulch with asphalt tack if crimping rn 2 is unsuccessful. 1 o n 03 o X w .a n 4. Use asphalt tack in lieu of crimping when required by o o m o regulatory agencies or if directed by the ENGINEER. Typically, 3 a m r1 asphalt tack in lieu of crimping will be required in areas with high traffic because of wind generated by the traffic. } w w w �j o < U O N 5. On slopes steeper than 2:1, jute, excelsior, or synthetic or Z z w I v matting may be required to protect the slope from erosion. U w w LO They should be installed before mulch is applied to surrounding L areas. j3 F¢ z z in Z Lj 3 0 1 cO z U Z 6. WATERING aOoaoQ<11 A. Lightly water to aid breakdown of fertilizer and to provide moist 0 0 � M a o N 1a- soil for seed. 7. MAINTENANCE PERIOD Q A. Maintenance Period: until final acceptance. W 8. MAINTENANCE U x A. Maintain surfaces and supply additional topsoil where necessary, including areas affected by erosion. 0 Z B. Water to ensure uniform seed germination and to keep surface of N Y soil damp. --I Y Of C. Apply water slowly so that surface of soil will not puddle and crust. 0 J D. Except for rye grain, cut grass first time when it reaches height JO W Q of two and one-half (2 1/2) inches (60 mm) and maintain to of P o� (- minimum of two (2) inches (50 mm). Do not cut more than 1/3 F- FnI- Z of blade at any one mowing. Z J to E. If rye grain is planted mow to maintain grass height between U > 0 O three (3) and six (6) inches until Fescue matures enough to Z Z U provide ground cover. _O e.i F. After first mowing water grass sufficient to moisten soil from three (3) inches to five (5) inches (76 to 127 mm) deep. Z ZO G. Apply weed killer when weeds start developing, during calm LU O = LL weather when air temperature is above fifty (50) degrees r- Z O Fahrenheit [ten (10) degrees Celsius]. 0 U (-) Q H. Replant damaged grass areas showing root growth failure, ad LLI deterioration, bare or thin spots, and eroded areas. Q' O Z0 LL m 9. RESTORATION U) Z A. Restore grassed areas until accepted. D_ O W LU lb 10. ACCEPTANCE 0 A. Seeded areas will be accepted at end of maintenance period when seeded areas are properly established and otherwise acceptable. [r O LL w m GSHEET 14 OF 14 -„ IF .1 - __ _ _. ._ ', ... r ..�:,--.-L?i�`'. .. .:.l �.r;-. r.. ,. n -.,.ITS- .� �• ..n r i.