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Home My WebLink AboutSW7080313_APPROVED PLANS (MODIFICATION)_20200831by Jot)R-X Avolis SEAL `2 6. 0 • f 1 2 x 25.11 ZONE' 24. 94 25.27 25.5' - 17 504 NEUSC.:RK9 ARI Ut r LIX 24.64 24'.08 AS -BUILT LOCATION OF -7- AOUTLET SWALE x 26.30 -ZONE 1IMPACTS 2 165 SF, -0.004 AC. ' . TO BE PERMITTED -ZONE 2 IMPACTS �6. 7 ZONE 208 SF 0.005 AC. �3 99 23 TO BE PERMITTED ZONE 1IMPACTS 2 085 SF 0 05 AC Tb BE RESTORED ZOI 'IMPACTS 4 51!1w N 4 A70 o 24.55 24.84 24.84 24.50 42 24. < — 2111 STORMWATER POND 24.5) 2 ul 24.37 '�Q < CD S DESIGN LOCATION OF, OUTLET SWALE J, < LQ C"i -7- ENLARGED SITE PLAN - BUFFER IMPACT AREAS SCALE f=40 NOR1 JAL v DI, Dale Storm, Su 741) 31 40 0 20 40 80 GRAPHIC SCALE (1-=40') 0 00 Q) Q) LLJ z (6 N �T4 —6 � LLJ .0 c E Lu x LJ c: 0 Z -00 woo0 CID QD C) LF) o X 0 m C u 0 N E-- C) �4 E— ---------- 06162. 0 j(4' 4e as ff a w`�� to lu l v/ rqo I, ZU �QO III {- f I' 0 Z •Q 0 3n i NOip I I i -N(YU E N 57'12'35' 921.62'(to1aD — G RE I _ — f5� q — — T T T N T T I I I Z I I ,\/ FINAL i LAN P 7 — — — I— — FINAL PL+ I —i T-------�— I I I I I i'ry I NI OF I I I I I I pq I v I I I — I I I of v i - - �, I m I cRd Rosslr�a I~ I --,---� — t(S __ ----- -- OATAN GRQSSINCs r I m I I n PLI N D NIT DE ELOPM NT I m I I p Q r I I O p PL UNIT CJEvELo ENT ° I EGT ON ONE, PHASE t I I I J I U 0� i�� I i I SECTIdN ONE, �'HASE ONE I I 11 ( I PUAT CA45INET HI SLIDE11588� I I Y I I \ ° J ECTION ON J J I Z•- I I I PL T G BI`1Et I, SLIDE 13 IGtD I I P I ASE rHEE ENN I I I I I I I i 149 T 14 I' \ i I II m I m II EPCl1o7Tf UIOt I liHASE TP�I I RElit T I, I0 I O Jw \ — — — IL O W p"Zz \/ 11 I I I II I 079.0(f mQ ' I IWe'll ad T51•E w v5' Mgt 5� 5• 5' fqx 5' MIL 9 hlBl.. 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PI TTER DEED BOOK 12831 PA5E 444 1 551 CATFISH LA ROAD LOT 51 o m o POTTERS SUB /VISION 1 w PLAT CABINET F, LIDE 118-C w J ? j to O o > _ cn a W m � w m w +P w �o 3 � � a a n m c0 w 2 Zt O Q W o is II IW- QZW J o-~ 3 W Z m 0 WLO � y O O¢ U¢ W j O Y j UONWW Z w3j Zc�\^ I- W W cn : I� (xi7Z Lo,W Z N Q O m W 5 z+ N x C� U K O Q x IWi�Q J� II O Z Z Ld W� t;OQ �OpLW, � $3U Wr, W cm, ZJOm .�..1 Q:2 p O Q Q O UUip,ZL O> WO ¢O WM W m W OW y Z -gip N OO tij¢=¢3QU II c w wi> U � W O_0; O0]wz� z� J xwa O�_� oQCOLdQ,Waoa Q�L � JCL! J -cc a�Ln� z(nwzZ, zzz z LazwWvw00 06 Z W _U Q � w ^ Q wW wpm WSOxzNW W W U J Z (rI-zW Z.w o zw Wmw Z`OOdO�cn cn cn z ',c Ucwi�O vSWQ¢ o ONW ¢Nj (n m Z��LZo 1Qmjwm"��)> - Z =6zJt nZ QWz zz (nIROWzm Wmcr cn OO 23 d3 31 O? O d� QQ4AQOQ ��Q O WOW W Wcnm cn W QmU' Z z Z O O K ==amZ U�aama >U)Lu Q ¢ ¢ m w woo a WOE OOa ysj O_Q W O W 0; 0= 0: w IIQ O Wm¢zi fam m }'m RZ a��o; c=n xQZQ00 O j_ o: "' ovOi U)O:.ppaF W �O Le)Q¢O O O Z N h'.,. in a56Sn) WIFQ-wZ OOW-�--�-� ^p 0 OOOJO LQ nW��w�3� -0 ° ��a��z.o�WU Z000 OO OOO ONR.�^�� Iit I sue_ ` —-- _-- -- -- -------- - - - - - ---- - - - - - - - - - - - -77 7, \ NOW OR FORMERLY \ NOW OR FORMERLY \ DONNA P. FURMAN \ CHARLES R. POTTER -ell 30llS '=i 13NIGV--) lb -Id \ DEED BOOK 1283, PAGsE 436 \ DEED BOOK 1283, PAGE 434 NOISIAlagn9 eN Llod \ LOT 3 \ 6.93 ACRE TRACT P, 10-7 \ POTTERS SUBDIVISION \ POTTERS SUBDIVISION dY 39v= 'E9n >OOG a33a \ PLAT CABINET F, SLIDE Ile-C \ PLAT CABINET F, SLIDE 118-C J, _rdGWcjf0zi cJO MON \ \ \ a. I- W j � Q las W !W C �- QW Zz W UW Z Lu Oa3WJ0 U>-o W Um n W K O ctf C� � W Z O Q Z W 2 Z J o m (21 L-no CL xWK II OY W dO0 UU �11 WZII� II II IIZ II 1u- C II II �' W I' II J J z II II _ II w0o�� . < Z qy J0000000Vj 00.-•- O IL Z� �Z A u " W33�u1!u= N ®p- rt1 �OY� m�iih 3 rq�m W WILW (D* W M1' �'m'yy11p Wh AwIu W pil 333� m f°° Q BBNM� NeF n10 V''�h0:�% -1--0 hP1 �hq1m `r h;h 0LL�1 Ul �Y N;/1a Tn-)g1 Qm Iv yet t?tpp Lu°1umiN(DNp`rmm}�rM01 .M4�Bm�m(11 ((D c') }}mm W °SNZZ2Z`fl r�j��ZN�ZZZZ2ZZZN1°NNN°� Q N 0 N cc, 0 N m m M 7 LL1 N m zN4 Wmmh�p"_�' N'�mv�y°'m�nN2 0 1Ni pmmm�mN m 41 a' J Wvm�9rr9mhM�tm�➢rrom .7.vv vvvav�'nN� z .I hNIV J J_IJ�-.IJJJJJJJ?-1 �V t hn_1Mmm_ M mm_ m_-4 J JJJ7_I J J JJ JJJJ h Zs v.4 w �x Ya v 2 N 111 01 z z"�w W z J �ZZ Z W W w p 0 J JJjm�m �- W W :aw��ti-00 w=c" 0o Z� W W O Z W O u � II II W II II II � I I W I I I I I II I I I I I .1. Date_-� :20 IY Sw-70g00 M !Q StormwatvPermikk_ � R/W GAZ w o — CATFISH LAKE ROAD (S.R. 1100) W FOR'IERLY THE DOFOUR ROAD G. II i Y 50' NEUSE RIVER RIPARIAN BUFFER 20' ZONE 2 30' ZONE 1 STORMWATER POND SEE SHEET C6 o� SILT FENCE ECB O PERMANENT 2" BLOWOFF eC8 EEG E N D CHECK DAM F 3/4" WATER SERVICE C —W— WATER LINE ca cs _S— SEWER LINE —D— STORM DRAIN LINED SWALE C FIRE HYDRANT D SLOPE AS INDICATED C8 11C C9 +270' PROPOSED SPOT ELEVATIONS GRADE EVENLY BETWEEN SPOT ELEVATIONS. OUTLET PROTECTION D END OF LINE E NOTES: cs FORCEMAIN CLEANOUT cs 1. SEE DETAILS A, B, C & 1, SHEET C8 FOR TYPICAL ROAD SECTIONS. DROP INLET PROTECTION THRUST BLOCK 2.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE cs cs WITH THE PROJECT VEGETATION PLAN, SEE DETAIL H, SHEET C8. 3.SEE DETAIL I, SHEET C9 FOR TYPICAL TRENCH SECTION. ►, VALVE &VALVE BOX A SEWER SERVICE c C9 C9 TOTAL LENGTH OF ROAD TH6 PHASE �S 1 02632 LF L=233. ITS 010 11s IR/(public) 3� — 31' /B �orz3's4'w-- 0 20 121 1 22 23 25 18 19 28 STA. 20+26.32 N C/L CUL—DE—SAC 0 U ='oit ao' r � I I 0 � i 1 — o 58+47.79 CROATAN STATION — ---- ---------- -- � o -�-+— +--T o _ N m c, m a o1:171 _ -. - --.. e CUL—DE—SAC o - o _ CROA TAN STATION � - STA. 48+89.03 CROATAN ST0611 _ / 50' R W (public) 31 B j STA. 10+0o Rono FOUR j HORIZONTAL ROAD ALIGNMENT C2C2 SCALE 1"=100' R Too 0 50 Too 200 GRAPHIC SCALE (1"=100') IV 11 I CLo LLn L N CO � I � U � Q0 �Z Q0 - ry W Z N k� Ln W M 3: x E W Q � � z o O c � o IwLno W 71 x � °o(_0 mLo N ® o N W � H � E- Q C) O � O C) -' O w � O E- w O w C 2 06162 ;.__ �i�1.'�ti .._�._� I>`Lu . �_u� 4lt_•Iiuiri!.:_...� .._�__I. cco SILT FENCE ECe O PERMANENT 2" BLOWOFF BCs LEGEND CHECK DAM F F 3/4" WATER SERVICE C —W— WATER LINE Ca cs —S— SEWER LINE —D— STORM DRAIN LINED SWALE C FIRE HYDRANT D SLOPE AS INDICATED C8 tiYo C9 PROPOSED SPOT ELEVATIONS +2J 0' GRADE EVENLY BETWEEN SPOT ELEVATIONS. OUTLET PROTECTION B /L \� END OF LINE E NOTES: C6 FORCEMAIN CLEANOUT Cs 1.SEE DETAILS A, B, C & 1, SHEET C8 FOR TYPICAL ROAD SECTIONS. DROP INLET PROTECTION THRUST BLOCK F 2.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE CC JJ ce cs WITH THE PROJECT VEGETATION PLAN, SEE DETAIL H, SHEET C8. 3.SEE DETAIL I, SHEET C9 FOR TYPICAL TRENCH SECTION. VALVE &VALVE BOX A •_ SEWER SERVICE G C9 C9 STORMWATER POND SEE SHEET C6 WATER/SEWER CONFLICT LEGEND NUMBER NOTE Q 1 ROUTE NEW SEWER MAIN BELOW NEW STORM DRAIN, PROVIDE MIN. 24' VERTICAL SEPARATION NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS. ll5 NEW 6" WATER 38 3� 36 0 34 33 32 131 039 NEWORCE E ER AIN NE 2" SEWER ORCE MAIN m 2 �C C s. Z0� O C7 i 6" 45' OW NEW 6 o z 26 GryA � �I THRUST B CK z A PVC WATER MAIN z m ooz REMOVE CAP, EXTEND MAIN z v REMOVE CAP II m EXTEND MAIN I y � � EXISTING VALVE A REMOVECAP EXTEND MAIN —I TION s" we EXlsrwc 3' SEWER—CROATAN STA � N 6" PVC', FORCE MAIN EXISTING 6" VALVE', W (public)31' B/8 WATER MAIN 6' PVC f WATER MAIN 50 R� WATER MAIN EXISTING VALVE --=— --== = — _ -----_ - --=_—� —_-- ___�____— -OF-LINE -LINE -- ----------- --- _—__= BLOWOFF — — — — — — — — — — — — — — 2" END 12 1 2"x2' �2 SEWEf# ENO OF —LINE FORCEEWER FOR E MEWWER REDUCER FORCE MAIN FORCE MAIN CLEANOUT MAINU A WATER & SEWER PLAN C3 C3 SCALE 1"=100' NEW 6" C NEW H DRANT� WATER M IN 17 18 19 20 121 2� NEW HY RANT �1 6" 45' 23 (T) THM 100 0 50 Too 200 GRAPHIC SCALE (1"-100') SEAL 15738 I CQ � Q 0 [tea CD O Z y E, Q O Q W a L o c CXD � U � r .T C: LLJ z N E)� LO W N CO FTI x E w .� 06 > co c C-0 o LL Ln o W -C)L r� o x O �1 �mN ® � O N `Qr d � W 0 0 C) � � � W o � w � � w � w O C3 T x t I' �ltl t 'Ir t 11 +t t1 1 �rl y�,t 06162 SILT FENCE e O PERMANENT 2" BLOWOFF e LEGEND ca cs ® CHECK DAM F 3/4" WATER SERVICE C —W— WATER LINE ca cs _S_ SEWER LINE —D— STORM DRAIN LINED SWALE C FIRE HYDRANT D SLOPE AS INDICATED C8 tiro C9 PROPOSED SPOT ELEVATIONS +27 0' GRADE EVENLY BETWEEN SPOT ELEVATIONS. OUTLET PROTECTION e o- END OF LINE E NOTES:1. cs FORCEMAIN CLEANOUT cs SEE DETAILS A, B, C & 1, SHEET C8 FOR TYPICAL ROAD SECTIONS. { DROP INLET PROTECTION THRUST BLOCK F 2.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE J ce191WITH THE PROJECT VEGETATION PLAN, SEE DETAIL H, SHEET C8. 3.SEE DETAIL I, SHEET C9 FOR TYPICAL TRENCH SECTION. ,. VALVE &VALVE BOX A SEWER SERVICE c C9 C9 UMITS OF DISTURBANCE 340,160 SF, 7.81 AC _ 25.5_ 50' NEUSt ---RIV€-R—RIPARIAN BUFFER 20 ZflIdE STORMWATER POND 30' ZONE 1 ,5 SEE SHEET CIS WETLANDS a A A OVERALL SITE GRADING PLAN C4 C4 SCALE 1"=100' MAINTENANCE PLAN: 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE OPERATING CONDITIONS INTENDED. 2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ROAD SHALL BE REMOVED ON A DAILY BASIS. 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING & CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO A DEPTH OF ONE FOOT. 5. SEDIMENT SHALL BE REMOVED FROM THE STORMWATER RETENTION POND UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL PLANTING. SEQUENCE OF OPERATION: 1. SECURE PROJECT PERMITS. 2. CONDUCT PRE -CONSTRUCTION CONFERENCE. 3. INSTALL GRAVEL CONTROL ENTRANCE, 4. INSTALL SILT FENCING. 5.INSTALL STORMWATER RETENTION POND. 6. INSTALL & FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS. 7, INSTALL SITE IMPROVEMENTS 8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION 9. RESEED AS NECESSARY TO ESTABLISH VEGETATION. SPECIAL SEEDING NOTE CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WTH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WTHIN 7 DAYS, SLOPES STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, AND SHALL BE PLANTED. NOTE: ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTOR'S OWN EXPENSE. c, 100 0 50 100 200 GRAPHIC SCALE (1"=100') CAP?otf�ra.t�l � El'SEAL c • 15738 • 4 � 1 CQ Q0 Q O 0 U) y' U W 0 d W o L O C co Ln o Q) U � r7 �Z Q0 L,�ZN u m I. x � W < c z o 00 > co c (-D O X CID 0 m N �u0N 001 E-� w o O w w w C 4 06162 - h ?- —� ✓/�� 30' ZONE 1/IF EC4 C8 / 20' ZONE,\♦ / j✓� �� / \ 0' NEUSE RIV R RIPARIAN BUEF R NEW 2" 5E R \�\ ♦.01 ✓ FORCE M 3"X2" REDUCER IN DSlF RIIN4-27.21 INV=24.1 \ 25OLF 24 —STORMWATER POND RS/2684 SEE SHEET C6 's�TA 12+71.52 95LF 24' RCP & (1) FES \ 1 O DS#E _ _ � R=150.00 u w RIM 27.21 I INV=24.3 1111 23.0 L-233.68' QO 26LF 18" RCP w U N DSIG RI =26.84 INV=23.6 LIMITS OF DISTURBANCE 340,160 SF, 7.81 AC WATER/SEWER CONFLICT LEGEND NUMBERI NOTE Q 1 ROUTE NEW SEWER MAIN BELOW NEW STORM DRAIN, PROVIDE MIN. 24' VERTICAL SEPARATION NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS. 1 RELEASE FOR PERMITS JKA 1/28/08 2 PHASE IV CONSTRUCTION JKA 6/25/18 NO. DESCRIPTION BY DATE STA. 20+26.3 C/L CU —SAC \ s ` END-OF-LINC FORCE MAIN CLEAN�IJT S1 6" 45' ELBOW ` IT� THRUST BLOCK D,n \ STA 12+71 52 \ NEW 6" PVC WATER MAIN L -- NEW 6" PVC � _- WATER MAIN �'\ \ (1) 6" 45' ELBOW - - - - - (i) THRUST BLOCK 11+51.95 NEW 3" SEWER o REMOVE BLOWOFF II FORCE MAIN I GRAVEL OcNTROL O \ / SILT FENCE E �� EXTEND MAIN ENTRANCE C4 C8 '., \ C8 W1-3 I \ w i Q REMOVE CAP -----A EXTEND MAIN EXISMAIN M TING 3" SEWER -I i. REMOVE LOWOFF FORCE MAIN I EXISTING VALVE END CURB AND GUTTER O I / \ EXISTING VALVE \ Q�S' NGLE II EXISTING VALVE �p'X70' SIG4 \�r I ( I i 10'X70' SIGHT TRIANG \ 1 =- --- --- - - - - - - _ _ ____ ---- - -- -- _ _ _ -- - -� -per---------�}�-------- — �n--------- - -_-® -------------- --�.�------c--------------------------------------- �� 1 � 6" PVC 6„ PVC C -- ---------�.- - - - - - - -- b OWATER-AAI - O - - �- - � - �--- � - - ---{---- - �--- - --\- - 03-14 0CD ------- v 18" RCP � CO 1 1 Z' s \A PLAN - ROAD FIVE 5 C5 HORIZONTAL: 1"=40' Revisions REMOVE EXTEND f, EXISTING 3" SEWER - FORCE MAIN ROAD FNE 50' R/W (public) 31' B/B I DSID 26LF M, ——27.0'— NEW 2" FORCE NEW 6" PVC WATER MAIN DSiA i RIIX-29.22 INV=26.9 NEW 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 STA 11+50 STA 12+79.80 STA. 20+26.32 STA. 10+00 PVI=275 PA=270 C/L CUL-DE-SAC B PROFILE ROAD FIVE HORIZONTAL: 1"=40' VERTICAL: 1"=4' CAP, EXTEND MAIN 40 0 20 40 80 GRAPHIC SCALE (1"=40') m m �� o �LnLn 00 c D Q C U � c � �LLLzLO W L rV m x E w Q r V 0 o >�Q0 z CO C w E\ 0 o L 0 o x m N W O E--I 0 0 0 O W � � W U � W � W �10- / D RI=2S H 6.84 STA 12+71.52 95LF 24' RCP & (1) FES / B OUTLET PROTECTION INV=23.0 PERMANENT WATER LEVEL, EL=23.5' TEMPORARY WATER ^' / 40LF 18" CMP / STRUCTURE -SEE LEVEL, EL=24.7' � / OUTLET INV-23.4' DETAIL SHEET C7 MAIN POOL _ �P i R OUTLET PROTECTION Cs POND SKIMMER - TEMPORARILY CONNECT SKIMMER TO POND OUTLET DEVICE DURING CONSTRUCTION. a' o REMOVE & PLUG HOLE AT CONCLUSION OF Oj C' CONSTRUCTION. SEE DETAIL C7 16.5 24.5 19.5 18.5 17.5 cyl � 24 � \ 22.5 12821.5 20.5 / / 30VF / 23.5 ✓ — INV=23.0' '- 5:1 LINED SWALE G -- --- / INV=23.0' CS --- ---- ------ -- � � �cc 00 i — 171' \ i i C 30LF LEVEL SPREADER SILT FENCE E N \ / C4 C8 � O A ENLARGED STORMWATER POND #4 C6 C6 SCALE 1"=20' AOUTLET PIP ra PLAN OUTLET PIP Q FLOW ===> FLOW ===> FILTER FABRI O MO o 00O 0 OOOO O 000 Co 0 0 00 RIP RAP OO 000 00 000 000 0000 O 00000,00000 0 O 00 0 0 p000 0 0°o A 0 O 0 00 O 0 Oo O 0p00 0000 0OC60000 COL, C RIP RAP 0000 00 Oo0o�C 000000C O00OOn0000 SECTION A -A A B C D E RIP RAP SIZE 18"-24" 6' 18' 20' 18" D50=8"/MAX=12" B INLET OUTLET PROTECTION C6 C6 NOT TO SCALE w MAINTENANCE: INSPECT STRUCTURES AT LEAST WEEKLY AND AFTER AT LEAST A 1/2" OR GREATER RAINFALL EVENT. 2.IMMEDIATELY MAKE ALL NEEDED REPAIRS. POND SHALL BE RESTORED TO ITS DESIGN ELEVATIONS AT THE CONCLUSION OF CONSTRUCTION OPERATIONS. PROVIDE JUTE NET MATTING ON ENTIRE LENGTH OF VEGETATED SWALE MAXIMUM DEPTH/ELEVATION OF RUNOFF 4 SPILL AT ELEVATION=D CL SWALE/SPREADER ELEVATION=23.0 C LEVEL FLOW SPREADER SWALE C6 C6 NOT -') SCALE cco SILT FENCE EC8 0 PERMANENT 2" BLOWOFF BC9 LEGEND ® CHECK DAM E /_1: WATER SERVICE C —W-- WATER LINE C8 9 —S— SEWER _DE LINED SWALE FIRE HYDRANT �O� —D— STORM -RAIN SLOPE AS INDICATED C8 bYo C9 +27C PROPOSED SPOT ELEVATIONS OUTLET PROTECTION e ® rt_ _END OF LINE E NOTES: GRADE EVENLY BETWEEN SPOT ELEVATIONS. C6 t:J— FORCEMAIN CLEANOUT C9 1.SEE DETAILS A, �. C & i, SHEET C8 FOR TYPICAL ROAD SECTIONS. DROP INLET PROTECTION THRUST BLOCK F 2. REVEGETATE ALL JISTURBED AREAS IN ACCORDANCE cs Cs WITH THE PROJE-T VEGETATION PLAN, SEE DETAIL H, SHEET C8. 3. SEE DETAIL I, SI =ET C9 FOR TYPICAL TRENCH SECTION. N A VALVE &VALVE BOX � SEWER SERVICE G cs Q ---- - ELEV=D ELEVATION DATA POND #I ELEV C ELEV D 4 1 23.0 23.5 \-DOUBLE WYTHE BRICK 16"W X 8"T CONCRETE FOOTING SFEAL ' t 15738 (q c� o � 'L 00 N _0 Cfl .�zr W z W _C� p Y L'J m r x c o > z 00 co coo LLJ U) o Ln c X o � CD I 'j m (V ® c � a d CQ 7 � H O O C- E-- O UD � W E_ _ W > W O W 06162 4' CLEAR TYP OF 2 SOLID PRECAST CONCRETE BOX BY OLD CASTLE - NC PRODUCE 6" 1 1 1 1 1 1 1 1 1 is umr ac UnUUILU #5 ALUMINUM BAR GRATING @ 4" O.C. IT 4" PVC OUTLET DEVICE i TRASH SCREEN-#5 ALUMINUM BAR @ 4" O.C. EACH WAY WELDED TO FRAME AND ATTACHED TO OVERFLOW WEIR OPENING TOP OVERFLOW WEIR =25.7' 4" SCREW TYPE PLUG ELEVATION TOP 4" PVC = 25.0' ELEVATION OVERFLOW WEIR = 24 7' e a 4 CLEAR_ TYP LE 2 4'-0" PLAN 4' CLEAR TYP y 6" PROVIDE WEIR EACH SIDE OF STRUCTURE r 5' CLEAR EACH WAY INVERT OUTLET PIPE = 23.5' 4" PVC STUBBED INTO BOX e e ELEV=23.4' a 4" PVC CAP WITH 2" HOLE DRILLED = 225' e TOP OF FOOTING = 17.0' BOTTOM OF STRUCTURE = 16.5' a N BOTTOM OF CONCRETE = 15.5' - 5'X5' (`r ITInni C1 OUTLET STRUCTURE NOT TO SCALE PERIMETER SHELF PLANTING REQUIREMENTS: SOIL ANALYSIS AND AMENDMENTS 1. THE CONTRACTOR SHALL BE REQUIRED TO COLLECT A MINIMUM OF TWO SOIL SAMPLES AT A DEPTH OF 6 INCHES FROM SEPARATE AREAS OF THE PERIMETER SHELF AREA OF EACH POND. 2. THE SAMPLES SHALL BE SUBMITTED FOR ANALYSIS FOR RECOMMENDED SOIL AMENDMENTS FOR THE PLANTINGS SPECIFIED. 3. THE CONTRACTOR SHALL PROVIDE SOIL AMENDMENTS NECESSARY TO ADJUST SOIL PH, ORGANIC CONTENT AND SOIL TEXTURE TO MEET THE FOLLOWING: pH VALUE 5.5 TO 7.0 ORGANIC CONTENT 5% MINIMUM BY DRY WEIGHT SOIL TEXTURE LOAMY SAND WITH NO MORE THAN 10% CLAY 4, ANY SOIL AMENDMENTS SHALL BE APPLIED AND MIXED INTO THE TOP 6 INCHES OF SOIL DEPTH 5. THE SOIL SHALL BE FINE GRADED TO REMOVE ALL STONES OR ROOTS GREATER THAN 1 INCH DIAMETER PLANT INSTALLATION AND ESTABLISHMENT 1. THE CONTRACTOR SHALL UTILIZE FRESH, NURSERY RAISED PLANTS AS SPECIFIED IN THE PLANT LIST. 2. ALL PLANTS SHALL BE INSTALLED WITHIN 48 HOURS OF RECEIPT FROM THE NURSERY AND SHALL BE MAINTAINED WITH ADEQUATE MOISTURE AND SUN TO MAINTAIN THEIR VITALITY. 3. PLANTS SHALL BE INSTALLED BY HAND AT THE SPACING SPECIFIED. 4. NEWLY INSTALLED PLANTS SHALL BE WATERED IMMEDIATELY AFTER INSTALLATION UNLESS THEY ARE INSTALLED IN A SUBMERGED SHELF AREA. E 3" WIDE x 1/4" THICK METAL STRAPS 24" O.C. ANCHORED IN CONCRETE 12" MIN. (TYPICAL OF 4) _0" O.C. ANCHORED 12" MIN. 4) 40 LF 18" CMP 9" THICK CONCRETE FOR PIPE 40 LF 18" CMP WITH JOINT SEALS 24" WIDE x 9" THICK CONCRETE ANCHORAGE FOR PIPE PLANTING RESTRICTIONS 1. PLANTING SHALL ONLY OCCUR DURING THE MONTHS OF APRIL THROUGH JUNE OR SEPTEMBER THROUGH NOVEMBER FOR SHALLOW LAND AREA PLANTINGS. SHALLOW WATER PLANTING SHALL ONLY OCCUR BETWEEN APRIL 1 THROUGH JULY 15, 2. FOR STORMWATER PONDS COMPLETED OUTSIDE THIS PLANTING WINDOW, TEMPORARY VEGETATION SHALL BE ESTABLISHED ON THE SHALLOW LAND PLANTING AREAS UNTIL THE PLANTING WINDOW IS REACHED. PLANTING MAINTENANCE 1. THE CONTRACTOR SHALL INSPECT ALL PLANTINGS ON A WEEKLY BASIS FOR THE FIRST 60 DAYS AFTER PLANTING. THE CONTRACTOR SHALL WATER ALL PLANTS AS NEEDED TO ENSURE SURVIVAL. 2. AFTER 30 DAYS, ANY DISEASED DEAD OR DYING PLANTS SHALL BE REPLACED WITH THE SAME SPECIES. 3. THE CONTRACTOR SHALL WARRANT ALL PLANTINGS FOR A MINIMUM PERIOD OF 12 MONTHS AFTER INSTALLATION. PERIMETER SHELF SLANTING LIST PLANTING LOCATION SCIENTIFIC NAME COMMON NAME SIZE SHALLOW WATER AREA SAtOW LAND AREA IRIS VIRGINICA BLUE FLAG IRIS LARGE PLUG X PELTANDRA VIRGINICA ARROW ARUM LARGE PLUG X SAGITTARIA LANCIFOLIA BULL`ONGUE LARGE PLUG X SAGITTARIA LATIFOLIA DUCV POTATO LARGE PLUG X SPARGANIUM AMERICANLIM BUR-?EED LARGE PLUG X ZIZANIOPSIS MILIACEA WATT MILLET LARGE PLUG X PROVIDE EVEN NUMBER OF SPECIES PLANTED AT 18" O.C. IN ALL DIRECTIONS WITHIN PERIMETER SHELF. PROVIDE A MIXTURE OF EACH PLANT SPECIES SO AS TO PROVIDE APPROXIMATELY 33% COVERAGE rF THE PERIMETER SHELF IN EACH PLANTING ZONE WITH SPECIES SPECIFIED FOR EA-H PLANTING ZONE. SOURCE REFERENCE. COASTAL PLAIN CONSERVATION NURSERY, INC. 3067 COMVERCE DRIVE EDENTON, NC 27932 (252) 482-5707 PROVIDE PLANTINGS SPECIFIED AROUND FULL POND PERIMETER (6 FOOT STRIP) SHALLOW WATER AREA SHALLOW LAND AREA SHALLOW LAND AREA SHALLOW WATER AREA PERMANENT POOL ELEVATION = 23.5', AREA = 11,825 SF E EVATION=24.5' ELEVATION= 4.5 ELFVATION 24.0' TEMPORARY POOL ELEVATION = 24.70', AREA = 17,280 SF ELEVATION =24.0' SAFET, LEDGE 10' TEMPORARY POOL = 24.7' ELEVATION=23.5' ELEVATION=23. FOREBAY PERMANENT POOL ELEVATION = 23.5' MAIN POOL -f1 1 L ELEVATION=22.5' 3 6 3' 1 SEDIMENT CLEANOUT ELEVATION = 18.5' SEDIMENT CLEANOUT ELEVATION = 17.5' I1 6 SAFETY LEDGE -------- ------------------ 6 2 r'OREBAY ELEVATION = 17.5' POND BOTTOM ELEVATION = 16.5 6 Al DETENTION POND CROSS SECTION NOT TO SCALE POND SHALL OF RESTORED TO ITS DESIGN ELEVATIONS AT THE CONCLUSION OF CONSTRUCTION OPERATIONS. STORMWATER DETENTION POND TABLE MAIN POND CONTOUR AREA SF AVG, AREA SF DEPTH 0 VOL CF 23.5 8772 - - - 22.5 7812 8292 1 8292 21.5 7097 7454 1 7454 20.5 6413 6755 1 6755 19.5 5760 6086 1 6086 18.5 5138 5449 1 5449 17.5 4547 4842 1 4842 16.5 3988 4268 SEDIMENT SEDIMENT TOTAL 38,878 FOREBAY CONTOUR AREA SF AVG. AREA SF DEPTH A VOL CF 23.5 3053 - - - 22.5 2275 2664 1 2664 21.5 1711 1993 1 1993 20.5 1219 1465 1 1465 19.5 799 1009 1 1009 18.5 451 625 1 625 17.5 175 313 SEDIMENT SEDIMENT TOTAL 7,756 POND STAGE/STORAGE RELATIONSHIP STAGE ELEVATION AREA SF VOL CF TOTAL VOLUME ABOVE PERMANENT POOL 0 FT 23.5 FT 11,825 0 0 1.0 FT 24 5 FT 16,948 14,387 14,387 1.5 FT 25.0 FT 17,784 8,683 23,070 2.5 FT 26.0 FT 19,509 18,647 41,717 2" Vent Inlet 5 Aluminum straps 4" Sch 40 with Orange tip \ susoendinq inlet 3oupling \\\y :.onnection � 4° pvc float � 33" z 3" Sch 40 SOLID pvc barrel �`1 ►� or"arm" % SUPPLIED BY USER 3 33 * l j Patent F. 5$20,751 Skimmer shown in floating position 3" hose, ss clamps 3" threaded male nipple 4" inlet 4" HEAD on center of on outlet end extension 4 inlet and orifice SKIMMER NOTES: 1. SKIMMER SIZE SHALL FE __.5 INCHES. 2. ORIFICE DIAMETER SHA'_L F, 2-4 INCHES. 3. TEMPORARILY CONNECT Sk,'WER TO POND OUTLET DEVICE DURING CONS'�'XI ON. REMOVE AND PLUG HOLE AT CONCLUSION CF-ONSTRUCTION. C POND SKIMMER CG104 CG104 NOT TO SCALE C 7 } {r ; r{,,.. 1, 0 (5 16 2 SHOULDER 1/4" PIP FOOT SLOPE, WIDTH VARIES - 9.5 MIN, 115 MAX R/W 1IC PER FT 50' RIGHT OF WAY 27' OR 31' BACK CURB TO BACK CURB 22' OR 26' PAVEMENT SLOPE: 1/4" PER FOOT L 1-1/2" ASPHALT SURFACE -TYPE SF9.5A 8" ABC STONE BASE 18" SELECT FILL 30" NCDOT CURB & GUTTER -DETAIL 1, THIS SHEET A TYPICAL ROAD SECTION C8 NOT TO SCALE � LLI c30 a [If ROAD 10'x70' SIGHT TRIANGLE (TYPICAL) R/W 25' LLR EOP EOP P/W INTERNAL INTERSECTION INTERSECTION/SITE TRIANGLE LAYOUT NOT TO SCALE 2 51 C;UL-DE-SAC o o � w w CK PLAN VIEW NOT TO SCALE 50' 37' SLOPE 1 /4": 1' SECTION A -A NOT TO SCALE C CUL-DE-SAC @ LOCAL ROAD C8 NOT TO SCALE R/W SHOULDER 1/4" PER FOOT SLOPE, WIDTH VARIES - 9.5 MIN, 11.5' MAX 1/4" PER FT 30" 23" 1" 6'y 2" RADIUS 111-111-III-III-1 i i- . I-III=III PAVEMENT o -ITT ; MITI I I I . CONCRETE. CURB & GUTTER COMPACTED SUBGRADE NOTES: 1. CONTRACTION JOINTS SHALL BE PLACED AT 10'-0" O.C. TO A MINIMUM DEPTH OF 1-1/2". 2. CONTRACTION JOINTS SHALL BE FILLED COMPLETELY WITH A JOINT FILLER SUITABLE FOR THIS APPLICATION. 3. EXPANSION JOINTS SHALL BE PLACED AT 80' O.C. AND ADJACENT TO ALL FIXED OBJECTS (WALLS, WALKS, ETC.) 4. PROVIDE AT ELEVATIONS SHOWN. SLOPE CURB & GUTTER EVENLY BETWEEN SPOT ELEVATIONS. 1 30"' CURB & GUTTER Cg NOT TO SCALE 30" NCDOT CURB & GUTTER DETAIL 1, THIS SHEET R/W 0 ° 0 0 6" LAYER OF COARSE AGGREGATE (2"-3") 0 0 0 0 0 OVER 12" LAYER OF STONE BASE COURSE 000 00 Ln 0 0 0 0 0 MAINTENANCE MAINTAIN ENTRANCE CONDITION. 0 ° 0 0 0 10 THIS MAY REQUIRE 0 0 0 0 0 REPLACEMENT OF STONE. 0 O°O°O°O EDGE OF EXISTING ROADWAY PAVEMENT D GRAVEL CONTROL ENTRANCE CS NOT TO SCALE SEI-F-ANCHORING METAL POST @ 6' O.C. MAX 12 GAUGE 6"x6" WIRE MESH FILTER FABRIC 8" BURY FLOW 7 MAINTENANCE 1. INSPECT STRUCTURES WEEKLY AND AFTER AT LEAST A 1/2" OR GREATER RAINFALL EVENT. 2. REMOVE SEDIMENT FROM BEHIND SILT FENCE PRIOR TO IT REACHING A MAXIMUM DEPTH OF SIX (6) INCHES. E SILT FENCE C8 NOT TO SCALE 12" THICK NCDOT #57 STONE ON UPSTREAM SIDE \ \ 00000 0000 0 � O v 00 OO OOOOOO 1 3 FILTER CLOTH 12" THICK NCDOT #57 WASHED 1.5' STONE ON UPSTREAM SIDE �" CLASS B �RIPRAP OD LLJ30000 O� 2 1 x LJ z 0/,Qn � 4 U CLASS A NON -WOVEN GEOTEXTILE FABRIC ,OnO,�U ) ,00 O�U 0�0 On 4 MINIMUM _ 6' MAXIMUM MAINTENANCE 1. CONSTRUCT CHECK CAM OF RIP RAP STONE PLACED IN ACCORDANCE WITH DETAIL. 2. SEDIMENT BEHIND TF= CHECK DAM SHALL BE REMOVED PRIOR TO 'HE LEVEL REACHING WITHIN 6" OF THE CENTERLINE -REST OF THE DAM. 3, SHOULD SCOUR DEVELOP AT THE DOWNSTREAM END, IT SHALL BE REPAIRED IMMEDIATELY. F CHECK DAM C8 NOT TO SALE JUTE NET MATTING 5 OR FLATTER 5 OR FLATTER SECTION VIEW TOP OF BANK / EDGE OF FABRIC JUTE NET 6" MAX. _ 24" MAXI 48" MAX. FABRIC STAPLES w w J NOTES: 1. INSTALL NETTING IN ACCORDANCE WITH MANUFACTURE' RECOMMENDATIONS 2. PREPARE, SEED, AND FERTILIZE SWALE PRIOR TO JUTE UET INSTALLATION. 3. APPLY JUTE NET IN DIRECTION OF WATER FLOW. 4. PLACE MATTING IN CONTACT WITH SOIL. 5.OVERLAP ROLLS OF JUTE NETTING BY 3 FEET. 6.U-STAPLES SHOULD HAVE 6" MIN. LENGTH AND 1" IP'1 CROWN. TEMPORARY SEEDING (NOVEMBER__1 FEBRUARY 15� (PRIOR TO ESTABLISHING PERMANENT VEGETATION) AFTER COMPLETION OF GRADING ACTIVITIES AND THE CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL BE SEEDED TO THE FOLLOWING SPECIFICATIONS: SEED BED LIME 2000 POUNDS PER ACRE FERTILIZER (10-10-10) 750 POUNDS PER ACRE MULCH 4000 POUNDS PER ACRE SEED RYE GRAIN 120 LBS PER ACRE ANNUAL LESPEDEZA KOBE 50 LBS PER ACRE ANCHOR STRAW BY TACKING WITH ASPHALT TEMPORARY SEEDING (FEBRUARY 15-OCTOBER 31) (PRIOR TO ESTABLISHING PERMANENT VEGETATION) ►7��I1.i�17 LIME 3000 POUNDS PER ACRE FERTILIZER (10-10-10) 1000 POUNDS PER ACRE MULCH 4000 POUNDS PER ACRE SEED TALL FESCUE 80 LBS PER ACRE PENSACOLA BIHIAGRASS 50 LBS PER ACRE SERICEA LASPEDEZA 30 LBS PER ACRE KOBE LESPEDEZA 10 LBS PER ACRE FROM SEPTEMBER 1-OCTOBER 31, USE UNSCARIFIED SERICIEA SEED BETWEEN APRIL 15 AND AUGUST 15, ADD 10 LBS/AC GERMAN MILLET PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 25 IBS/AC RYE GRAIN ANCHOR STRAW BY TACKING WITH ASPHALT PROCEDURE THE STRAW AND SOWN SEED WILL BE LICHTLY DISCED INTO THE BED TO GIVE IT FURTHER RESISTANCE TO BLOWING AND WASHING. THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS. SPECIAL SEEDING NOTE: CUT & FILL SLOPES WILL, WITHIN 7 CALENDAR DAYS DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. H VEGETATION PLAN C8 NOT TO SCALE 6" THICK INC #57 STONE PERIMETER r' CTCCI Dn CT SECTION INLET PROTECTION DEVICE Cg NOT TO SCALE DOT #57 STONE /2" OPENINGS) DOST FABRIC 1 RELEASE FOR PERMITS JKA 1/28/08 2 NCDOT COMMENTS JKA 9/30/08 3 PHASE IV CONSTRUCTION JKA 6/25/18 NO. DESCRIPTION BY DATE Revisions MAINTENANCE: 1. INSPECT STRICTURES WEEKLY AND AFTER AT LE ST A 1/2" OR GREATER RAINFALL LE NT. 2. CLEAR DEBRI AND REPLACE STONE AS NEEDED. 3. REMOVED ACCUMULATED SEDIMENT WHEN IT REACHES A MAXIMUM DEPTH OF 6 INCHES, NOTE: UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET NOTE: PROVIDE DROP INLET PROTECTION AT ALL DRAINAGE STRUCTURES, mm oL7 0 o co TO N N co (D I .0 z Q0 LLJ zcl- N �w w�m �wL- ti, u z o > c0 c C-0 o w Ln o M o x o� e� =, m oN v d � O El F- O Q ET, W U � F4 E— Q � W 62 ._..."i d"Y-L-1.i._:i.ill—L. VARIES B VALVE AND VALVE BOX C9 NOT TO SCALE CAST IRON METER BOX MARKED "WATER" CONCRETE COLLAR VALVE BOX 2" WATER MAIN _AR DUTY CAST IRON TYPE VALVE BOX )VER, MARKED "WATER" NER" AS APPLICABLE MON BRICK 1/3 POINTS IC FOOT THRUST BLOCK 2" BRASS PLUG 2" FEMALE COUPLING UST BLOCK BRASS NIPPLE 72�" GATE VALVE0 PVC COUPLINGS CH. 40 PIPING PERMANENT 2" BLOWOFF ASSEMBLY NOT TO SCALE 3/4" SERVICE TUBING CORPORATION SIOP CAST IRON METER BOX MARKED "WATER" +4" METER STOP BRICK SUPPORTS- (4 EACH) KEEP LINE SLAG PLASTIC STIFFNER TAPPING SADDLE WATER MAIN EC 3/4" WATER SERVICE C9 NOT TO SCALE PROPERTY LINE 6'TO8" MIN. DEPTH FACE PUMPER CONNECTION TO STREET 4 { VALVE AND VALVE BOX Lz7iJ 2 CUBIC FOOT_--�'-' -- THRUST BLOCK TEE WATER MAIN 3/4" TIE RODS BACK TO MAIN D FIRE HYDRANT ASSEMBLY C9 NOT TO SCALE E:1 TSERVICE TO RESIDENCE METER -BY OTHERS N - 36" BURY � 2 CF THRUST BLOCK HYDRANT DRAIN HOLES DO NOT BLOCK 2 CF #57 GRAVEL METAL METER BOX MARKED "SEWER" 2" HOSE CONNECTION �— AND CAP 2" PVC GRADE 2" BALL VALVE 2" WYE 2" FORCE MAIN CONCRETE BRICK v �� 1 CF CONCRETE SUPPORTS (3 EA.) THRUST BLOCKING 2" SQUARE NUT PVC CAP VALVE l E 1 END-OF-UNE FORCE MAIN CLEAN OUT/TERMINATION NOT TO SCALE MIN) JNDISTURBED EA PLAN D/2 (MIN) D (MIN) ELEVATION FOR BENDS UNDISTURBED EARTH PLAN D/2 (MIN) FOR TEES THRUST BLOCK DIMENSION D IN FEET NOM. PIPE DIA. DEAD END 90' BEND 450 BEND 22 1/2° BEND 11 1/4' BEND 1 "- 2 1 2' 1.0 1.2 1.0 0.7 0.7 3"- 4" 1.3 1.6 1.2 0.9 0.8 6" 2.1 2.3 1.7 1.2 0.8 NOTE: APPLIES TO WATER AND SEWER MAINS F TYPICAL THRUST BLOCK SIZES C9 NOT TO SCALE END SEAL - EACH END CAST IRON METER BOX MARKED "SEWER" 1-1/4" PVC SQUARE-NUT-7 SERVICE LINE GATE VALVE w z _:7 Li 0 w w 1-1/4" PVCJ SERVICE LINE /CORPOR TION Y-CHECK VALVE STOP GEORGE FISCHER CO. TYPE 304 PVC #192.304.009 TYPICAL 1-1/4" SEWER SERVICE CONNECTION 'NOT TO SCALE 5 I'L\t•I��I�fi�i�ll��:l � z Q > w �- A u � w CASING SLOP -PVC LOW PRESSURE FORCE MAIN (SIZE VARIES) TEE- FULL DIAMETER TO MATCH MAIN SIZE "X, x 1-1/4" REDUCER "X" = MAIN SIZE NOTE: COORDINATE PLACEMENT OF WATER AND SEWER SERVICES WITH CITY OF NEW BERN ENCASEMENT PIPE SIZE UTILITY MAIN DIAMETER ENCASEMENT PIPE DIAMETER 4„ g„ 6" 10" > UTILITY MAIN -SIZE E = PIPE SLOPE AS INDICATED PIPE INVERT AS INDICATED ON PLAN -A ENCASEMENT PIPE -SEE PROVIDE SUPPORT W/ TABLE FOR SIZE SPACERS AT 5' O.C. MINIMUM. H UTILITY LINE ENCASEMENT C9 NOT TO SCALE SEE SPECS FOR BURY REQUIREMENTS BURIED WARNING AND IDENTIFICATION TAPE \ �J BURIED DETECTION WIRE m FOR NON-METALLIC PIPE - SEE SPECS FOR BURY REQUIREMENTS J Y � Q� N J Q z 0 o 0 0000 00000 UTILITY MAIN - 0000 000000 00000 SIZE AS INDICATED 0 0 o 0 0 0 0 T2" -GRANULAR PIPE 6" MIN 0. D. OF 12" BEDDING 1/2" PIPE O.D. PIPE PIPE TRENCH WITH BEDDING MATERIAL BURIED DETECTION WIRE - FOR N011-IV'ETALLIC PIPE - SEE SPECS -OR BURY RFQUIRFVE'.TS PIPE TRENCH-' S-CTION C9 NOT TO SC,'LE PREFABRICATED SUPPORTS LENGTH - PIPE O.D.+12" (TYPICAL OF 3) 0 CARRIER PIPE �Q ENCASEMENT PIPE STEEL STRAPPING PIPE BELL TO BE CLEAR OF CASING SECTION A -A SEE SPECS FOR BURY REQUIREMENTS BURIED WARNING AND IDENTIFICATION TAPE m� J J Q z� UTILITY MAIN - SIZE AS INDICATED 12" 1 O.D. OF 2" PIPE TRENCH WITHOUT BEDDING 15786 " U�Ln o c 00 N LO c9 E (:P U r 7 24 w z w Q0 cv LO �T4 o w m c Q czL. .° co �_L F c- w o of x O M� \ j U m a- N N J O H E- W C O Q O O � Q W O �:D W W E- E� W W i --- T't �r ,i-' T S""; +�' �• t ei5'r j TL'� �1t- r* ��. �; 4" PVC TEE S.T.E.P. TANK MANUFACTURED BY: STALLINGS CO., INC. 2106 B. STOKES ROAD GREENVILLE, NC 27858 LIQUID CAPACITY - 320 GALLONS SOLID CAPACITY 1,355 GALLONS TOTAL CAPACITY 1,675 GALLONS -8° -2" a-- FILL WITH NON - SHRINK GROUT —4'- 10" 5'-4" SECTION "B" - "B" SIDE VIEW A INDIVIDUAL S.T.E.P. SYSTEM C10 NOT TO SCALE WATERTIGHT LOCKABLE MANHOLE F AME & COVER -PRECAST CONCRETE RISER 4" PVC INLET W/ SLEEVE 9" WIDE STEEL ANGLE, - ANTI -FLOATATION ANGLE -ATTACH WITH 1 2'0 EXPANSION BOLTS AT 2" SIDES r '6" THICK STONE BEDDING (TYP.) TOTAL EMERGENCY STORAGE 234 GALLONS +275 GALLONS 509 GALLONS — DIMENSIONS SHOWN ARE AT TOP Vl% SECTION "A" - "A" PLAN VIEW PROVIDE RED FLASHING LIGHT FOR ALARM CONDITION AND AUDIBLE ALARM WITH SILENCE SWITCH BACK FILL SEE NOTE 2, THIS PAGE REBAR MANHOLE 2" EMERGENCY CONTACT LABEL SEE NOTE 3, THIS PAGE LOCKABLE CONTROL PANEL MOUNTED AT REQUIRED HEIGHT W/HIGH LEVEL ALARM & SILENCER PUMP WIRING INSTALLED IN 1-1/2" CONDUIT -MIN 18" BURY MASTIC �SEALANT� i - EMERGENCY STORAGE ABOX VOLUME = 234 GALLONS 4" TEE CIN PLACE 1" PVC MOUNTED TFOR FLOAT SWITCH PUMP ON LEVEL-+1.58 PUMP OFF LEVEL=+1 T a PVC CHECK VALVE I I x1l 7'-4" 10'-8" SECTION "C" - "C' SIDE VIEW I 2'-4° EMERGENCY STORAGE VOLUME = 275 GALLONS ABOVE HIGH WATER ALARM 1 1/2" BALL VALVE, TRUE UNION, PVC W/HOSE NIPPLE 24' OR 24' ABOVE 100-YEAR FLOOD RAIN WHICHEVER IS GREATER 1 1/2" FLEXIBLE DISCCHARGE HOSE QUICK - CONNECT 1 1/4" PVC SERVICE PIPE CAST IRON METEP BOX WITH VALVES-SEF DETAIL G, SHEET C12 1-1/4" PVC SERVIc7 CONNECTION 'xl 1/4" PVC TEE 'TR 1 1 /2 x 1 1/4" TEE AS APPROPRIATE FOR / 0IN SIZE TOR L''l, PRESSURE PLACE SE11'ER SERVICE MAIN (�H VARIES) 1 1/4" CC-PORATION STOP EFFLUENT PUMP - ZOELLER PUMP MODEL #163 FOR ALL LOTS OUTGOING SEWER MAIN FLOW (SIZE AS INDICATED) F INCOMING SEWER MAIN B FORCE MAIN REDUCER C10 NOT TO SCALE BY BUILDING CONTRACTOR BY UTILITY CONTRACTOR DIScoKCT CONTROL PANEL AUDIBLE/VISUAL HIGH WATER ALAP'd —HIGH WATER ALARM FLOAT ---POMP ON FLOAT OFF FLOAT --EFFLUENT PUMP FLOAT OPERATION/LOGIC: 1. EFFLUENT WILL RISE IN THE PUMP TANK RAISING THE FIRST FLOAT. 2. EFFLUENT WILL CONTINUE TO RISE AND THE SECOND FLOAT WILL RAISE AND WILL ACTIVATE THE PUMP. THE PUMP WILL PUMP THE TANK UNTIL HE BOTTOM FLOAT LOWERS AND CUTS THE PUMP OFF. 3. THE CYCLE WILL REPEAT.. 4. IN THE EVENT THE PUMP DOES NOT ACTIVATE, THE EFFLUENT WILL CONTINUE TO RISE UNTIL THE THIRD FLOAT RAISES AND ACTIVATES THE HIGH WATER ALARM. THE CONTROL PANEL SHALL INDICATE THE ALARM CONDITION UNTIL THE SYSTEM IS SERVICED. POWER/CONTROLLER SCHEMATIC NOT TO SCALE t � TT+tEtnx.t>>r r� CAPC) r " f SEAL =' 157 f N CD E� wwz� 0 � 4 ��Q4 a O� Ln O c oo Ln . LNco C ro Q, z Qo _ 1. wzEn m W a w� m c x Ez o � > Qo c: Cc) o w � o °O� 'j m N t�ON J O � U � E— w O E~ � � O w c t 0 F 06162 PROPOSED MODIFICATION CATFlSH LAKE RD. - NCSR 1100 60' PUBLIC R/W - 20' PAVEMENT DRAINAGE BASIN MAP SCALE 1"=100' GRAPHIC SCALE (1"=100') AREA QD Q a �W O W ol°o c 00'o . �N'o o I �z � w z N m wN °mv x �w< o po > C-o O O � Wc � O X 9 'j m N o o N o � w E W w o W W W � W x x 06162 i 1 I RELEASE FOR PERMITS I JKA 1 1/28/08 0 I VICINITY MAP NOT TO SCALE I MAINTENANCE PLAN: 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL EVE14T AND IN NO CASE LESS THAN ONCE EVERY WEEK ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE OPERATING CONDITIONS INTENDED. 2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 3. ANY SEDII AENI TRACKED ONTO THE ADJACE14T PUBLIC ROAD SHALL BE REMOVED ON A DAILY BASIS. 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING & CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO A DEPTH OF ONE FOOT. 5. SEDIMENT SHALT_ REMOVE FROM H' T BE D 0 THE STORMWA CR RETENTION POND UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL PLANTING. SEQUENCE OF OPERATION: 1. SECURE PROJECT PERMITS. 2. CONDUCT PRE -CONSTRUCTION CONFERENCE, 3. INSTALL GRAVEL CONTROL ENTRANCE. 4. INSTALL SILT FENCING. 5. INSTALL STORMWATER RETENTION POND. 6. INSTALL & FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS. 7.INSTALL SITE IMPROVEMENTS 8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION 9. RESEED AS NECESSARY TO ESTABLISH VEGETATION. NOTE: THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. ALL FILL MATERIAL NEEDED TO COMPLETE THE PROJECT NOT GENERATED FROM ON SITE GRADING ACTIVITIES SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW PIT FACILITY I/ 0 C., 39'31'07"W 3020' CP,TFISII UA♦KL ROAD (5.R. 110C�— rs o_ xPo- (FO 11LRLY 11{. WFOUR I _ R F _-_� --- - 3N11 311. OSf% hi 40 ;S fS S(0 - -- - - - - -- "-_ , „ P� S 59`51\'41' W 2385 46'(tota!) ,vJoiw 1 ZL,ZIS h.L2.'+S.L$-`r,r, Ie •vnc nd,. eto ,.a„a ___n- — � 0330 aid n �m aruxv� x M x - ('rv,o, ue,a .aJ o 190 T. 50 f-- _ p 1 m V! _l� � 1 nTn1T 7MITTn SITE DATA: PROPERTY OWNER: LRH DEVELOPMENT, LLC P.O. BOX 162 1. MINIMUM BUILDING SETBACKS SMALL BE AS FOLLOWS: NEW BERM, NC 28563 FRONT YARD - 25 FEET (252) 637-9770 REAR YARD - 5 FEET DEED REFERENCE: DB 2630 PG 0661 & DB 2561 PG 0699 SIDE YARD NOT ADJACENT TO STREET RIGHT-OF-WAY - 5 FEET TOTAL SITE AREA: 68.65 Acres 3 SIDE YARD ADJACENT TO STREET RIGHT-OF-WAY - 20 FEET TOTAL y OF LOTS: 151 SINGLE-FAMILY + 32 MULTI -FAMILY UNITS TOTAL LENGTH OF PUBLIC ROADS=7,768.93 LF 2. ALL FRONT AND REAR LOT LINES ARE SUBJECT TO A 15 FOOT ._ DRAINAGE AND UTILITY EASEMENT IN ADDITION TO THOSE EASEMENTS NOTES: SHOWN. ALL SIDE LOT LINES ARE SUBJECT TO A 10 FOOT DRAINAGE FIRM 3720640400J, THE PROPERTY LIES WITHIN ZONE X, PER FIRM AND UTILITY EASEMENT CENTERED ON THE LOT LINE IN ADDITION HAVING AN EFFECTIVE DATE OF DULY 02, TO THOSE EASEMENTS SHOI,N. THE PROJECT WILL BE SERVED BY THE FOLLOWING PUBLIC UTILITIES: 3. THERE ARE SECTION 404 WETLAND AREAS AND NEUSE RIPARIAN WATER - CRAVEN COUNTY WATER BUFFERS ARE PRESENT ON THE PROJECT SITE AS DELINEATED. SEWER - CITY OF NEW BERN ELECTRIC - PROGRESS ENERGY 4. THE RECEIVING WATER COURSE FOR THE PROJECT IS GREAT BRANCH, TELEPHONE - EMBARO CLASSIFIED C, Sw, NSW. CABLE - SUDDENLINK COMMUNICATIONS NOI DESCRIPTION BY I DATE Revisions SHEET INDEX Cl PRELIMINARY SUBDIVISION PLAT C2 HORIZONTAL ROAD ALIGNMENT C3 OVERALL WATER AND SEWER PLAN C4 OVERALL SITE GRADING PLAN C5 PLAN & PROFILE - CROATAN STATION C6 : PLAN & PROFILE - CROATAN STATION C7 PLAN & PROFILE - CROATAN STATION C8 PLAN & PROFILE - CROATAN STATION C9 PLAN & PROFILE -- CROATAN STATION C10 PLAN & PROFILE - ROAD TWO CAA. PLAN & PROFILE - ROAD THREE C12 PLAN & PROFILE - ROAD FOUR C13 PLAN & PROFILE - ROAD FIVE C14 PLAN & PROFILE - ROAD FIVE C15 ENLARGED VIEW - STORMWATER PONDS I & 2 C16 ENLARGED VIEW - STORMWATER POND 3 C17 ENLARGED VIEW - STORMWATER POND 4 C18 PLAN & PROFILE - OFF -SITE SEWER EXTENSION C19 DETAILS - ROAD & DRAINAGE C20 DETAILS - WATER & SEWER C21 DETAILS - LOW PRESSURE SEINER C22 WETLAND IMPACT AREAS C23 WEIlAND IMPACT AREAS - -60•- H _\\ w i -60` V' r -00` '1 E - 60` -1 1- -GO'--, -00- 1 r(n -60` cj Fin -60` ui u, -60` -1 r -60- (,i, - �, -('0` - 65' -5, tT E .I Im'' ml 1 Im I 01 I`" �I ! �1 Im h �I Ir I �4 I ml h .1 h ^�,/✓,r \ 132 �1��43 NEUS1f RIVER RIPARIAN BUFFER ��r�o� ' 11140 I T• 139 I {•38 I T 37 I �36 I H 35 I N I i 33 I I a r I 20' ZONE 2 \\ ZONE 1 I 1 I F I I p- I I Y' I IIaY Y' I Y. J L_30' �30 \\\ J jr zJ L,e,Y zJ Lqw s� LIeW _szJ Li9Y, sej Llgkv szJ s`a,v L _ _ J u - SZJ 'L6. 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