The URL can be used to link to this page

Home My WebLink AboutSW8120215_APPROVED PLANS_20120214STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 \2 CI215 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE LD 12- a 2 1 L} YYYYMMDD 32 I C I I REVISIONS 1 Da{e Description By OR LC NOTE: WEINSTIEN HELEN K TRUSTEE h PID: 14400 0106 PID: 17300001oa CONTRACTOR TO MOW WITHIN LIMITS OF DISTURBANCE V FROM STATIONS 0+00 - 121+50 PRIOR TO CONSTRUCTION AND INSTALLATION OF PROPOSED c° FORCEMAIN. ORTON LONGLEAF, LLC PID: 1440000106 cc" .� TIE INTO 8" oz C� FORCE MAIN 0 8" C-900 PVC NOTE: FORCEMAIN ROAD SURVEY STATION 5+85 = STATION 0+00 8" C-900 PVC BY OTHERS a o 0 + 0 0 + �DR-18) FORCE + MAIN o + O + o 0 x 41.2'0 (DR-18) FORCE MAIN o O 0 ROW ®FAT- �� O r o-� 00 + + + o - - FM- -F - FM- - o - Ft� - FMI-- - x "* - Fly - p, .7" -s - F11- - -I FM - I- x 40.81 - - �� - FAh - - F?A- - - FM -I x 41.29 ® m FlA - �- - F1f- - -IF61- - - FM- F- - FAh - - --I Flit- - - FM -I - - FAf- - O N + F7A- - - FM--4 - FAQ - i- FM- - FAH- - - -FM-- - �FM- - -FMf- --1- Zj LIMITS OF DISTURBANCE - - --. - _uaz61.`®`'ter - -- - �� '� FM- FUf-- - q x 4s.a2 142.74 x as.>o x aa.a9 TOP OF (TYP.) DTGH o` 43.3' o`\ 55 - - - - - -- x,Ayy -•- a--- - ^� - - - x a1.)® LIMITS OF DISTURBANCE x 41.6 - - - - - =""2- - - - - M9Stl>218.23-w-4:At- _ ^ _ . . _ . .'83� 42.55 10a \ x a2.3'. - x 37.83 x 378> z 37.93 ' 3758 �..»-y6yY In 3Z26 x 37.46 -�-1PJ>. x 3).33 z 37,12 --x-442� 3>.'�b6. )' rey}q-- _� x 38.6' x 36.>' -� x 41.8' _� . . -�-x-t1.0..-'*-3:.2''H.O'. 38. J' F' -X ry..2 38.5' -- -M�- z 381 �- �33-x-39g5 - x 3J.29 x 36.86 Yj * 3q ®. x 3)n' .fB: ` ' 64 # �� ' x 36 -�--fg9•_ g 59 5:8' ''-z-.y0.3' .' # 3J4:�' S 38N. .39 o.xd&B' z 8.0 .�. _{ ,94•. 3.,6 x-K-46,8 r -+00 -4+00 L]z-- 4z.IV - - - - - - - - - --x<1.9a'-----------y22e.- _ - 2.8 y .O-3+00 �� a2.63k -(� �2 +00 _ - ,_-]+00 0+00 1+1 0 2+00 --- - - - - - - ' - - - - - - - - - - --"-�----- _ - - - _ - 3+00 4+00 - - --t- 1 -----'�-4z-ez----EOP --- -�•-.2�.------------a2sr-- ------ 42.53„- - -----------x--------------"--------------x--------------x--------------"----- 42.36' 41.66' 41.90' � --I O W W W W SURVEY STATIONING Ill W W W W W W W W 04' _ O 98' 41 I \T C j-� TAT j A Hwy y�.� LOCATED ON ROADWAY / (TYP.) BOILING SPRING CITY LIMIT SIGN LAKES W W W W W W W rxq 1 V V y 1 APPROXIMATE24" EXIST. POWER POLE AND O 115o'�R/W OF EXISTING WATERLINE OVERHEAD POWER LINE = (TYP) O a W - ROWSIT PLAY �A 1.4 LEGENDLEGEND1" = 40' Qi O PROPOSED EXISTING PROPOSED EllElectric Transformer EXISTING -aE-Overhead Electric \ z ® Water Valve - -44--Contour PETROSKE KENNETH C \ ORTON LONGLEAF, LLC ORTON LONGLEAF, LLC PID: 1440000107 OO ATMC Fiber Optic Sign -- -Top of Ditch PID: 1730000107 HORIZO AL SCALE l =40' NOTE: PID: 1440000107 4 Sign Right of Way PETROSKE KENNEFH C ALL DISTURBED AREAS ARE TO BE STABILIZED 0 Power Pole -- Centerline PID: 1730000107 AND SEEDED UNLESS OTHERWISE NOTED. �•/ H 13 Telephone Pedestal - - -Edge of Pavement ® Cable ry Box x Proposed Silt Fence 40" 20' O" 40" 120' CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF SITE DATA: Z b Mailbox ® sa Limits of Disturbance ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. � H�--I f-1 tY Fire Hydrant Excelsior Matting r , W -- Guy Wire 5+00 Forcemain Stationing VERTICAL SCALE J 1 =4 CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL SITE LOCATION: NC HWY 87/133 ® Storm Drainage Manhole -11+00 Base Survey Stationing DRAINAGE DITCHES. BOILING SPRING LAKES BRUNSWICK COUNTY, NC a ---er- - -ram Sewer Forcemain wetland SETBACK FOR ALL PROPOSED STORM DRAIN DISTURBED AREA & 348,480 SF 8.0 ACRES T/1 z - - -» Water Main f2' PIPES TO EDGE -OF -PAVEMENT IS MINIMUM 6' AREA TO BE STABILIZED VV 1� 4' 2' 0' / 4' 8' SEPARATION. WITH VEGETATION O U z U EXISTING GRADE I py W -------------------- T ,.. 1""'1 •--I r� BURY (TYP.) 40 !I li MIN. 3' 1 11I l I j BURY (TYP.) 0 \ j Cc T FZ � �- --- -- - -I----- e• C- FO oo Pvc CE MAIN i 8' C-9 R--tBj- G PVC --MAtN- I�../ --� �1 8' FORCE MAIN N TIE INTO EXISTING I I O ( 7 Q) O 00 1 r •`' �..1 �y LO to Ci V O I l a CO Co ro 172 CID 0) a -- i I 1 1 I , - - --------- -- 1 I �- SEAL y••. 17374 :0 - GREG6'DATE . j ! i------- -- ( 11111 --�------r- � �-T_ i i _ DESIGN 02 PGT 12 tv NI O� N, N� co! v7 d N r7 DRAWN EJW I C I 0 100 1+�00 �I 2 00 I 3 00 � 4 00 5 00 6 00 � 7 00 8 00 9 00 � 10i-DO 11 00 12� R°+c� � _ j PROFILE I FEB i 4 2012 SHEET 2 OF 21 1'- 40' H e 11023 I 1 ; M 32 24 16 L1 Me REVISIONS Date Description By ORTON LONGLEAF, LLC PID: 1440000106 NOTE: CONTRACTOR TO MOW WITHIN LIMITS OF DISTURBANCE FROM STATIONS 0+00 - 121+50 PRIOR TO CONSTRUCTION AND INSTALLATION OF PROPOSED FORCEMAIN. CONTRACTOR TO DIRECTIONAL BORE 550 LF 10" DR-9 HDPE 8" C-900 PVC TOP OF DITCH FORCEMAIN UNDER EXISTING AUTOMATIC COMBINATION (DR-18) FORCE MAIN 8" C-900 PVC ORTON CREEK BOTTOM (SEE PROFILE) o qN �6n o AIR RELEASE VALVE 0 0 (DR-18) FORCE MAIN BORING No.1 404 WETLANDS 0 + r1 (SEE DETAIL) 0 0 + 0 0 + 0 0 + 0 + 0 o 0 0 EXCELSIOR MATTING o0 o VALVES ) cJ ROW n t0 + + + (TYPICAL) + + 0 (SEE PROFILE)x z, 9' + 0TMP _® FM- ---I - FM- - - _ �.. �... -,..� .® Maras .®.. IE: 35.07 - - FM- + - .� �. - - FM- - - 30 5• �. -� a I- - FM-- - - - I- - FM- - -I FM- - - FM- I - - FM- -- F FM- - � ,,•�39 - - -- - - - - x 383 x 3>r0----..aa.2� N ROW - N 2> M - FM--f -- - - FM- - +- FM-- - FM-1- - - FM- - F- FM- - - -FAH - - - FM'� - - FM- - I - FM� - .-._ - TSF + + IE: 34.93 LIMITS OF DISTURBANCE 8.r ®3>.z`. -® -_ x 39.6• x 3>.r® -_ �- 4 �� x 34.4' �0 R� ..� W -®3 ,�{• a..� �" 0• W W W W W W ✓ W W I 24' RCP x 39.9' x 41.0' x 309.3• x 383 x 38.3' �� JEMRORAR3' _ TSF .v .v W WLIMI`,S OF,,, DISTURB,9NICE 1.0 NQG 24' 34 93 35.OJ' -�-39.1'. - 3J.1• - - -�(}---u�iB.4'. x 396 0 x 39.2' - 38.1' T,y . u� W v- .r .r x 3 5 SIIJ FEaCE •Y W W W v- x 23i� •L J• W W W x 5.9' W W W W 20.8' W W 1-1 8' x 3fl5 .j9.9' 4J8, x 366' i9' x 3i2' z 35J' + 35.8P A x 33�2 x 34.9' �- O �oC.� x 331. 30. z ,98.4 W W W 4 z 23.>' W 22.5' .y W 0'. 40.3' J' .�-38.6. �_ x 352' -_ ._ z 351 3i.6'. x 34.9' �. x 345'---�� x 345' 35.01 =366 339'.° -V k7' --a.> x 27.3. z 280' - x 21.5 x 25.8' qV x z 21.8' O l 2ap7---------- o - s+oo -x-a9'-----------ass'-----7112� - - - - -x-332 314 EOP-x-3^5Y' �_ - t11+00 12+00 - --------'""-g' - - - - - - - - --- I 13+00__ 15+00 16+00 17+00 19+00 -------------x--- 4163' 40 >0' 40.09' - -EDr --39.66' r _ _18+00- - - - - - - - - - - - - _-x- - - - - - 9.zz'_WWWWWW - - - - - - --r - - - - - - - 36.s,'EOM ---- WW 24" RCP T ry 7 T n W W WW W W W 4' 3z.,z 30.,4'EXIST. OF DITCH 28.84y 8.16' -- QSTORM PIPE H j8 . CONCRETE WTOP W W-�7qP.� W W W W � W llt,Vl1`J y SURVEY STATIONING ROADWAY FLUME EXISTING 150' R/W LOCATED ON (TYP•) APPROXIMATE LOCATION -GUARDRAIL OF EXISTING 24" WATERLINE Q ROW all _ LEGEND LEGEND(cont. SITE PLAN ROW A � PROPOSED EXISTING PROPOSED EXISTING z1 eT Electric Transformer -ae-Overhead Electric 1" = 40' Qi O ® Water Valve ----sa--- Contour ORTON LONGLEAF, LLC © ATMC Fiber Optic Sign - -Top of Ditch PID: 1440000107 y 04 z 1 Sign Right of Way ORTON LONGLEAF, LLC Qr V 0 Power Pole --Centerline HOR/ZONTAL SCALE 1 "=40' PID: 1440000107 a O Telephone Pedestal - - - Edge of Pavement a ® Cable N Box x Proposed Silt Fence NOTE: E-I 5 Mailbox ® e® Limits of Disturbance ALL DISTURBED AREAS ARE TO BE STABILIZED �% tY Fire Hydrant Excelsior Matting 40' 20' 0' 40' 80, 120' AND SEEDED UNLESS OTHERWISE NOTED. SITE DATA: I�-I Q >- Guy Wire 5+00 ® Storm Drainage Manhole -1+00 Forcemain Stationing Base SurveyStationing g CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. Z r, VERTICAL SCALE 1 =4 ALL SITE LOCATION: NC HWY 87/133 ---� - - -FI Sewer Forcemain W W wetland CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL BOILING SPRING LAKES BRUNSWICK COUNTY, NC n . - - -"- Water Main E-I DRAINAGE DITCHES. DISTURBED AREA & 348,480 SF / 8.0 ACRES 17y 4' 2' 0' 4' 8' 12, SETBACK FOR ALL PROPOSED STORM DRAIN AREA TO BE STABILIZED WITH VEGETATION PIPES TO EDGE -OF -PAVEMENT IS MINIMUM 6' Z O SEPARATION. 0 all U I US I I z �-- -�----- -� a o rx I j P a I I AUTOMATIC I I I I EXISTING GRADE I I 1 I I COMBINATION AIR j RELEASE VALVE ! j j 0 (SEE DETAIL) .I t ICI - M MIN. 3( I BURY TYP. I (✓� I II I -------------I II I I, ! /1� •.� I ` O w it 8- C-900I PVC (DR-1 FORCE jMAIN co O -1.J Lij ti V1 I I j I -- I ! i i I I V 0 I a U z izo { � ! 18" GATE VALVE 1VITFi VALVE BOX (SEE DETAIL) 2" VAL WITH BOX ! 0 00 a � 0) a a (� -�y � i -- �I ---- --j-- ! I +---- --I- -i- - } �) o 0�" E--I PIPE CONNE 0 IIIi� IIII li i '' comwnoNi TAR (SEE DETAIL) W/VAI.VE BOX I �IPE RESTRAINTS I I 'I, ! ! 1 E DETAIL (SE '----_---.- --__-�- - P 10' DR 9 HD E ! 7 ! I ! FORCE MAIN �eFS••-YY E A L I i I ! I GREGO' j DATE 02-02-12 DESIGN PGT rn nl o� n� N� o co� �) 7 N� In� rn1 61 o a0I rn pl n N rn nl �i OI a61 OI M o� N a O� to O O 001 DRAWN EJW O O OI rn Q1 O� 00 00 W o0 rl MI r! Oi M1 MI t7 r`) r7 r7� NI NI N 04 N� N �I M� �; r7� ro M MI 15+00 16+00 1700 1800 19+00 20+I 00 2100 1 22+00 23+00 24 00 25 00 26--+00 C 2 1400 I I ! ��yyILL jjyryry py W 2U�L DIRECTIONAL DR41 (SEE PLAN VIEW OR NOTES) SHEET 3 OF 21 j - 1" 11023 I 1"=4'V u M 3_z j M E REVISIONS I Date Description By NOTE: I CONTRACTOR TO MOW WITHIN LIMITS OF DISTURBA\IyCE FROM STATIONS 0+00 - 121+50 CONSTRUCTION AND INSTALLATION PRIOR TO OF PROPOSED FUNDERBURKE A ROGERS FUNDERBURKE REBECCA ROGERS PID: 1890000110 PID: 189000010000111 FORCEMAIN. I I ORTON LONGLEAF, LLC \ THE MARLOWE FAMILY TRUST THE MARLOWE FAMILY TRUST 404 WETLANDS CONTRACTOR TO DIRECTIONAL PID: 1440000106 PID: 1890000109 PID: 18900001 9 (TYP.) BORE 550 LF 10" DR-9 HDPE EXISTING NORMAL FORCEMAIN UNDER EXISTING EXCELSIOR MATTING WATER LINE FOR ORTON CREEK BOTTOM (TYPICAL) 8" C-900 PVC INe�1 ORTON CREEK (SEE PROFILE) BORING No. 2 TOP OF DITCH TEMPORARY \ EXIST. POWER POLE AND (DR-18) FORCE MAIN O 0 0 O VALVES SILT FENCE OVERHEAD POWER LINE TOP OF DITCH + � 6> + 0} + (SEE PROFILE) 0 0 00 0 (TYP) 0 O ^ 00 0) ROW 31.3' x O 33.4'x + + 32 ]'x N + M (1 37.1' 0 x 39.0' + 40.2k + 0 39.6 + 0 x 40.6 0 W W W -FM--I-�Ixl �y�_^� .3 O "Ova � 00 W W W W W W W W W W W W W W W.-.�.W W 1 W W W W W W W W t.,' '. .. :' T -F -I-rlrr I -� � -FW--I-F'M••��-F[111- -I- -�` -I-� 6"1A Co -ROW FM- -I- FM- [1 -r"Iw -I V) - W W x20.P W W W 14.6•x .]' 9.8' 19.'x 13.7, •Y W W W W W W W W W W v •Y W W W W W W W W W W W ..�,-- W - W -.. .��. -...._ -.. - - TSF _,�,�]• \ �cwP LIMITS OF DISTURBANCE x32'>' 5Y e4 .� - - - >.^ x3>.I• a =38.a O ,_ - -- X=99• - -- - '-® ®-•- -v-- ••---- -_-i17g5'- - - - - _� .3' x 20AJ, x 31Q3 x 21.y " 2z.y x 2a.0. ro zs.�E: 25.67 6']' .66 E: Z6.Z4-x-3Y4'- __ __ . ._ �� 36. �_ . INV 24• RCP #i' -- W .0 m m W W w . W w io 6. x 238• # �i&'' 8.4' 30.6' __ .-- ,`. $8:3' IE: 30.84 a> Ls IE: 30.91 xas IE: 32.82 s.9 IE'x`. EXCELSIOR MATTING 7.2• -� x 2a> 19. x 24.9' x 26J' J�` B x256 206• 140 13 20W'24:225.4' V 9'5' - -�� 3L5• , b' 36' CMP .3' x 30.6' x fr- -- -� 6.� 3fi.1 l> a"im.CW 1• . w x 325, .� -� 333' 39.0• 3352.83 (TYPICAL) x ,3.>'404 WETLANDS (TYP.) 3 x e.1 n EOP EXIST. x 3zs' x 33.e• s o 36.z• O - - - - - - - 46,E - - - - - ... - •. 59+60 �; - zz+oo - - - ti"-2956- - - - - - - o z3+oo STORM PIPE - - - - - za+oo --x-a3-&Y - - - - - - - - - - ---'-35r1C - - - - - - -- - - - 3 XIST. x 37. 36' CMP -- 6se----------- 8.5 EXIST. 4" RCP J 2 »a9 e'-- EDP ---STORM PIPE --a96e----------- 32.83 - 3fis. . - . - -� - _ - � zs+oo zs+oo �9.----------- -+0-rs' - -- (`pp p3R�ppID1'�/n'� �� Ohl CL\�T�_.. Ui'��L'.117'�, 28.02t I - N 2 9. 6 6' E 0P - - - - _ - - - - - 31. 8 5 - - - - - - - - - - I- - - - - - -. � - - - - .85 - - - - - - I - - - �-.. - - 35.21' v+oo - _ STORM I - - - - - - - - - - "'- - - - PIPE _ z +oo - - - - - - - - - � 5 ri � - - - - - - zs+oo _ _ I r 30+00 31+00 32+00 3 0 T W W €XISTI Y W GUARDRAIL W n Hwy N C Hwy 8 W W W W SURVEY STATIONING LOCATED ON ROADWAY W W W 3 >. I >' W W - - W W W - - - - - r -- - - - � I � _ 39.70 ' C V 7 T - - - - - - 3 9 70 ' - - W W W - W - - - - - - - �'-- - - - 9.81 - - - - - - W W - - --. - - - - - - - - - - 40.09' W W - - 0 O r 1 iI V V v (TYP.) APPROXIMATE LOCATIO w o r- I j�•� �4 150' R/W OF EXISTING 24" WATERLINE O I ROW _ ROW LEGEND LEGEND (cont.) SITE PLAN Z 1-4 PROPOSED EXISTING PROPOSED EXISTING 1 " = 40 O rr Electric Transformer 0 Water Valve -a<- Overhead Electric ---.= --Contour ORTON LONGLEAF, LLC PID: 1440000107 8 ATMC Fiber Optic Sign -' -Top of Ditch U 1 Sign fd Power Pole Right li way ---Centerline HORIZONTAL SCALE 1 "=40' NOTE: ALL DISTURBED AREAS ARE TO BE STABILIZED a MM W O Telephone Pedestal - - - Edge of Pavement ® Cable N Box x Proposed Silt FenceIW!W AND SEEDED UNLESS OTHERWISE NOTED. ' 5 Mailbox ® � 'Cl Limits of Disturbance 40' 20' 0' 40, 80' 120, CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF SITE DATA: Fire Hydrant _ Excelsior Matting ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. z r- Guy Wire 5+00 Forcemain Stationing W ® Storm Drainage Manhole -Wo Bose Survey Stationing '- ' VERT/CAL SCALE 1 -4 CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL SITE LOCATION: HWY x ---1r- ---133 Sewer Forcemain s DRAINAGE DITCHES. BOILINGCSPRING LAKES n E wetland BRUNSWICK COUNTY, NC �L{ ---w-Water Main v W y SETBACK FOR ALL PROPOSED STORM DRAIN DISTURBED AREA & 348,480 SF / 8.0 ACRES � 1•� z 4' 2' 0' 4' 8' 12, PIPES TO EDGE -OF -PAVEMENT IS MINIMUM 6' AREA TO BE STABILIZED O SEPARATION. WITH VEGETATION a � U a Z48 x - -- - o x - I , I II ! ! EXISTING GRkDE j � I I I I ! I 00 BU (TYP.) - f t_ _ 1_ C� _ _ - 4- �- - �-- - ! ! O r , 0S I I I I _-_ _____._ _ .-__._.____ _ ___ _ .+-_--- I __ .___.._- -__.__ _-__ � 8 DR-18 FORCEC-90PVC FORCE MAIN ______-__ i___ _-._._.__.__. ._- ______. -Y_ I ..-F.__ I - ! I -_-�._ � F�'I O _ Z �O'' ,� O � -_-�-_-._ iLin i 2" CAP WALVE BOX j 2x8 CONNECTION P ! I �J z co W _�_ _� -r W/VALVE B (SEE-� X _ --- - -- --- -.� -_ _{ I ---- I I z z � O O O w 1 O W tt0 � 1 I E RESTRAINTS SEE DETAIL li ( ) 8" GATE V W VALVE WITH (SEE DETAIL, OX I I � f.� � � O o � w I I - co U � � O I 10" DR-9 HDPE 1 FORCE MAIN 1 ( � PIPE CONNECTION ! ! (SEE DETAIL) f' I I. - - S E A L = I I I 17374 OREGO i-- 10' MIN. SEPARATION BELOW CREEK BOTTO i �- I I I - --- ------ - - --- - - - - DATE 0 02 DESIGN PGT 12 i-- - - - ---- ----- -- - -- _ -_ _.--------- t -- -- ------ --- -- ---- - - - DRAWN EJW 'li In ,n �� n� �� 0� N I r�l I"�� o r col d aD aD co; rn! o OII OI r�l 0] 001 O O O) O O ON! C4 u7! N r O N N O M N' M MI M I.`) r7 M rji �I I0..�'., MI',. •�I M M I d' M r'0 d- I I I 29 000 ; j 30 � 00 � i 31+00 I 32 00 33 00 34 00 � � 1 35+00 36�00 37 I 00 38 00 1 E I' 01 39 C3 SHEET 4 OF 21 t00 27+00 28--00 ! a0.0 550 LF; 10 HDPE DIRECTIONAL DRILL (SEE PLAN VIEW FOR NOTES) ! ! 1 " = 140' H j '1, �---- 11023 1" = 14 V I j gel • i on 32 24 16 \ REVISIONS \ NOTE: I Date Description By \ CONTRACTOR TO MOW WITHIN LIMITS OF DISTURBANCE I FROM STATIONS 0+00 - 121+50 PRIOR TO I CONSTRUCTION AND INSTALLATION OF PROPOSED FORCEMAIN. THE MARLOWE FAMILY TRUST / IPID: 1890000102 / 8" C-900 PVC BRYAN BENNO H ET DORIS (DR-18) FORCE MAIN PID: 1890000101 I EATON RANDY F ET JACQUELINE L EATON RANDY F PID: 1890000105 WATER VAULT 4' PID: 1890000113 EXCELSIOR( MATTING ) C-900 PVC IE:33.90 o Q ° n I AUTOMATIC COMBINATION I TYPICAL I ( DR-18 FORCE MAIN EXIST. 3M CMP 30 m STORM PIPE AIR RELEASE VALVE EXCELSI R MATTING TOP OF DITCH 3�` 0 (SEE DETAIL) O (TYPICAL) O O 0 0 O 0 O 0 0 0 + 0 + ��'� 3oQg ° O x 41.6' 0 + + o x 39.4'+ x 40.J'+ O 39.3'x + x 38.8' + + z '-�� x 38.9aD x 40.1' ROW 39.0'x N h u1 ROW ... - +- �+ -=FM-- \ - FM--- --� FM } FM- - I- _ _ FM-- _ FM + - - _ _ _ 1- FM �-H - - FAI-- - - FAT- - - - � _ _ x 3� F _IFFjdl - ♦ - - FM- - t- r M --' - - FM-- -� x 40.1' z 39.3' .c .• FM- FMB'° �0 I _-- .---_ x 41.6' -_ - a --..,• �- 41.2' - �- - ®- --- - � - '" � 4l 30 N: OC.iY- �. �® e..o.24 VSF LIMITS OF DISTURBANCE 39 a' T CMP = +. V 3426 LIMITS OF DISTURBANCE w • RCP I -- -+�-�- .. _ .. "-4&s= -__ x 341fE: 33.92 1W W. 40.1 O 33.92' 9'a' IE: 33.86 0 �.r 2' 3$4' EXIST. O POWER POLE AND __ 8, a..4-IE: 33.94 Q - �� z 354' IE: 33.91 s 3as 4. 404 WETLAND = 34.6' % Sqs' 3)I, yq- I '3ryT J y z35.1' IE: 34.28 I 035. u 1-1 x 34.4• 0004 W LAN a6' 6' OVERHEAD POWER LINE 6' z 3a.5' ryK34s 39.6 9• (TYP.) (TYP) TYP.4• " EXIST. 24" CMP IE: 34.14 39.6' 3. ---+-4ova.--- �r -- --x-4Ds+• - EXIST. IPE - ----'-"'aDya.----------- 38.5..93Y-----��'-------------0 �99,•----------- 39--------EQP 0 �� -----------''EXIST. 3 +0o _ 24 ao+oo STORM RCP PIPE «39�----------- 39-----------3.--------- 41+00 42+00 43+00 -� - r 44+00 STORM PIPE4� 45+00 aa - - �- - - _ 3a' oo STORM R PIPE 3s Fo l � 0 36 i 00 3�+00 _ 3a f oo � _ - i - �- 40.a5' - a zEO - - - - N - - - - - - - - - - - - - ------ -----� 9ss ----------- w - --------- .48 O -"-------- 3931 - - - - - - - - - - - - - - - - - - - - -1 r- - - - W - - - - W - - - -z-- 3 9.3, � 39.30' 39.34' - - - - - - - - E 0 P 3 - - - 9. J D'' -r��r�. - - - - - - - - 39.18 ' - - - - E A I J 7 ^ - - - WATERLINE W W N r . 4Q50' 40.18' 0.04 W W W W W W W W 87 X W s0kvEY`STATrotWNG YO LOCATED W ON ROADWAY W W W W W W W W W O W 11 V v N ( NC �---{ wy 1 a V V Hwy LOCATIOlill (TYP.) o APPROXIMATE 150' R/W do OF EXISTING 24" WATERLINE O 1 - - - - ROW SITE PLAN ROW z � LEGEND t 1 " = 40' MARTIN O PROPOSED EXISTING PROPOSED EXISTING 89000MARIET2 4 PID: 1890000204 OO Electric Transformer -ac-Overhead Electric z ® ORTON LONGLEAF, LLC Water Valve - - a-- Contour Q� U PID: 1440000107 O ATMC Fiber Optic Sign - -Top of Ditch HORIZONTAL „ , SCALE 1 =40 a I * Sign Power Pole Right of Way - Centerline /•� F+i NOTE: O ❑ Telephone Pedestal - Cable TV Box - X - - Edge of Pavement Proposed Silt Fence / ALL DISTURBED AREAS ARE TO BE STABILIZED SITE DATA: ( N Z F+1 b Mailbox ® i Limits of Disturbance 40' 20' 0' 40' 60, 120' AND SEEDED UNLESS OTHERWISE NOTED. F -I Q tY Fire Hydrant Guy Wire 5+00 Excelsior Matting Forcemain Stationing CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF SITE LOCATION: NC HWY 87/133 U� N Z VERTICAL SCALE 1 "=4' ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. F.L. ® Storm Drainage Manhole -11+0o Base Survey Stationing CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL BOILING SPRING LAKES BRUNSWICK COUNTY, NC A ---n�---wSewer Forcemain �" o r wetland DRAINAGE DITCHES. DISTURBED AREA & 348,480 SF 8.0 ACRES z - - -Water Main 4' 2' 0' 4' 8' 12' SETBACK FOR ALL PROPOSED STORM DRAIN AREA TO BE STABILIZED WITH VEGETATION 0 PIPES TO EDGE -OF -PAVEMENT IS MINIMUM 6' SEPARATION. T V z 1 i F4 US lZ�y I---1 O f� -- �- _ ., EXIS NG GRADE ( I ; r �• AUTOMATIC COMBINATION AIR RELEASE VALVE (SEE DETAIL) MIN. 3' 1 w N BURY (TYP.) --------------- A z ICI 8" C-900 PVC j IXISTING V. CM INV. 33.85 EXISTING 0 w �.4 (PR-18) FORCE MAIN WATERLINE (� SEPARATION U O .--t Zi ---- - ----� -- - - --- ----- -t - - --- -- - -------- --- - ------ - - -------- --- - --- - -- - -- --- -2-I a� o c) n tCo o .' BACKFILL EXISTING STORM WITH COMPACTED ELOW PIPE 57 co co r�, � CD El - STONE (3' EACIJ SIDE O o O z to M O a � . , j� - - .� o I i I I I I, �i i -tJ S E A L - 17374 1 .<<�o tt l I ---- - ---- - - -- - ----' - f -- - - ---- ---� - -- --- - - �y; -I---------- --- ------L- --- - - - - --- - -- -- - --- - - G� REGO $-� DATE 02-02-12 DESIGN PGT DRAWN EJW • O)� CVI �� OJ O 6 �. O 6 O O O)l, 01 O 00 O) 01 O �I 00 to 00 O 00 COi a01 �, r`I ml i!l O111 071 Ql ul 00 T� r (O a0) (O 00 W ui O, d.' �tl O oi M r0 N7 d l �, r'� M t7 M n M r7 M M M'�, to! M to r0 to to M 1/`/y,, 4 V 1 +00 40+00 1 41 +00 42+00 43 00 44 00 45 00 46 00 47--00 48+00 49+00 50 00 51 00 52t PROFILE SHEET 5 OF 21 1"=40' H BY: 11023 1 1"=4 V h, Z K , 32 24 16 REVISIONS NOTE: No pate Description By CONTRACTOR TO MOW WITHIN LIMITS OF DISTURBANCE FROM STATIONS 0+00 - 121+50 PRIOR TO CONSTRUCTION AND INSTALLATION OF PROPOSED SAZANI PAUL G FORCEMAIN. PID: 1890000205 EXCELSIOR MATTING , (TYPICAL) AUTOMATIC COMBINATION \36.6' TOP OF DITCH AIR RELEASE VALVE a 8" C-900 PVC 3a2°° 36.3' 8" C-900 PVC SEE DETAIL ( ) EXCELSIOR MATTING ° ° EATON RANDY F - PID: 1890000105 DR-18 FORCE ( ) MAIN 37,2, TOP "�JR2' OF DITCH 434. 366 36.5n (\\ 36.3' 36.3, 344• TEMPORARY 34.2' S' SILT FENCE 36.2' x 36. O (42'DR-18) FORCE MAIN O O o o 404 WETLANDS (NP) O O (TYPICAL) O i O'J O O O O O O _ 36.3' rl - -� � s 3Fk534x1' O 34.2'O \ 36.5' -�� --kkk 36.3' 34 10 34.4'� x 3a.5' .3 O + O + x 38.1' + + x 39.0' + + + + + + 6 .5 x 3aa.5. 34.0'x + 2xx+ x 34.7 + z 3a.3' 342'zI' J' r- co {�® LIMITS OF DISTURBANCE O n x 40.9' O _ N (�.. ROW F �SG.Eip- N W 33. J' x 17 - - F F - -FLU - FM- - - FMi- - - FM- - I - FM- - - F1r -i - - FM--' - -= FAM - -I - FM- - - FW- - - FM- H ea --� - s -w -® - - ..-.- - "6.4®.� -- ��4 '®� �®�8.5'� ..,® o..- �aOS� -o - - ...ems. - .®..;.ryp4." x ao.,' .° �" w .r- w r• a" �" W �' u" '"'- ®`" ®"` •-' `" LIMITS OF DISTURBANCE = 39.J"°' x 39.8' x ---aa.7'. ao.3' _ --«-3e.a-- __,., . z3' .-5'- x 34J' O --"-8e.o'. x 34.7' -+~rr7- 35.0' -- ---�6•.- x 34.8' ._ x 35.0' x J5.0' x 35.0• x 34.8' x 35.2' x 35.1' x 35.1' x 35.0 35 37.9• IE: 34.44= IE: 34.63 x 35.1' 35 S.1' 3J. J' 35.r x 35.3' x 35.,; 3 x 35.2 m 3 5.Y x 35.1' x 35.2' x 35.4' )� V --w--3iy-- _- -,--09.0.. _- -+38.4.. -yy6.3, D.9 +HJ.9 z'. -..3 - -ems. ----------- ----------- ----------- EOP ST. PP EXI_ .0 - ----------STORb0"PIPE -----------5 ------------11 909,---------- --------EQP - 9aa----o ----- 39r----------- w39�9-----------99r----------- 9r---------- s9 52+00 53+00 54+0 o56+00 57+00 - 58+00 I u\, O 0 47+00 N O 48+00 49+00 50+00 _ 51+00 l - 11"--11 - - - - - - - --- +------------ +- - - - - - - -. - - - - - -+�- - - - - - - - - - �- - - - 38.86' 39.14' - - - - - - - - - 38.85' -'•- - - - - - - - - - - - - - - - - - - - - 39.05' �J9 - �- - - - y° w w EOP 39.56' - - - - =V ------"- N w --- - - 39-69 W - - ------z---- w - - 39.77' - - - - - w - ---- 9.9)' - -----z--- W w - - - 9.J5' w - - w 39J1 • w w 39.52' w w SURVEY STATIONING 9.38' w w W W W W W W W W 04 l C Hwy %w 8 f LOCATED ON ROADWAY APPROXIMATE LOCATIO7 (�,P) O �y 150' R/W OF EXISTING 24" WATERLINE 0 _ ROW � �/� ROW v ` a �rJ.,� LEGEND . SITE PLAN MARTIN PID: MARIET8900E 2 4 ,B9DDDD204 A i j �.y 'h\"ti/i' F� Ihy-I PROPOSED EXISTING PROPOSED EXISTING Electric 1" = 40' 0N �jjj © Electric Transformer -aE-Overhead ® Water Valve - -4� Contour W O ATMC Fiber Optic Sign - - -Top of Ditch ry 1•�11 U 1 Sign Right of Way HORIZONTAL SCALE +� 1 =40 aQ� * O Power Pole Telephone Pedestal ---Centerline NOTE: a � ® Cable N Box - - - Edge of Pavement ALL AREAS ARE TO BE STABILIZED r V wxN 5 x ® sso Proposed Silt Fence AND SEEDED UNLESS OTHERWISE NOTED. t1 Mailbox Fire Hydrant t Limits of Disturbance Excelsior 40' 20' 0' 40' d0' 120' W o Matting CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF - Guy Wire 5+00 Forcemain Stationing ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. -SITEDATA: ~ zl ® Storm Drainage Manhole -,I+oo Base Survey Stationing I/ERTICAL SCALE % "=4' CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL SITE LOCATION: NC HWY 87/133 W (^� ---nr- - -F.- Sewer Forcemain + W Wetland DRAINAGE DITCHES. BOILING SPRING LAKES - - -.-Water Main BRUNSWICK COUNTY, NC E-1 SETBACK FOR ALL PROPOSED STORM DRAIN DISTURBED AREA & 348,480 SF / 8.0 ACRES zi 4' 2' 0' 4' 8' 12' PIPES TO EDGE -OF -PAVEMENT IS MINIMUM 6' AREA TO BE STABILIZED O SEPARATION. WITH VEGETATION Z U 19 C CO x U 48 F-i I.4 U1 I ( - ----------- - _ _ I 1 _ 1 I EXISTING ! GRA E I I COMBINATI N AIR ( ! x--I � I i RELEASE VALVE I (SEE DETAIL) j 00 ! V i I ;BURY73(�TYPJ Z � MIN. BUR' 3' (TYP.) I i l - 1 l 1 O JNE j .. i ! _ (DR 1p) 9" C 900 PVC y - FORCE MAIN U 71 -I�- 2 CD 0 co �y a" c soo Pvc 0 In u DR-18 F RCE MAIN 11 Co O Z c i i ! Ico z A-- - _-_-__-. ---------- - F--_---_.-_._- _--j-- -{- Z id O O O aU Q - - - -- - ------ - -- ----- _ ---- �- 0.) f - -- r-I o ES j N w w j j I I SEAL � � � I I I _ y •, 17374 ; 1 Az DATE 02-02-12 -- -- - --- - DESIGN PGT DRAWN EJW 00 nl (o 1�! N N N 0) U-) M MCI O r'! O n �i Oi 00 N O 0) O 00 rri! r'7; c,jl MI (ol n r`' re) �I r)�'I to rM r1 r) M) (o r71 �I ro ao' V)I 06i 11) co; ,") 6i �� 6' 6 oil oo� 06 r) i r) r r) ao M o6 17 r0 o0 rD C 5 2+00 53+00 54 00 55 00 56 00 ! 57--00 58+00 59I00 60 00 1 61+00 62 00 63 00 64 00 FEB 14 65 2012 J i II PRE f6 SHEETOF 21 1�,. - 4� VH j BY: - 1 1023 ON 32 24 f[. 8 NOTE: REVISIONS CONTRACTOR TO MOW WITHIN LIMITS OF DISTURBANCE Date Description By FROM STATIONS 0+00 - 121+50 PRIOR TO CONSTRUCTION AND INSTALLATION OF PROPOSED FORCEMAIN. SUNNY POINT PROPERTIES, LLC a� SAZANI PAUL G PID: 1890000206°j PID: 1890000205 0` a / 8" C-900 PVC 8" 90" BEND FcFUTURE NCDOT ROADWAY WETLANDS a EXCELSIOR MATTING 8" C-900 PVC 404 m F°` (DR-18) FORCE MAIN (TRANSITION TO 8" DIP. �° IMPROVEMENTS 404 WETLANDS (TYPICAL) (DR-18) FORCE MAIN (TYP.) °` SEE PROFILE) �91 0 O 0 (TYP.) o o x 3J.2' TOP OF DITCH o x 38.1' 0 o �� O o 3° o + o + �` x 3J.3' + �' + O�` 2� + + + + + + N r - 0 + n (O ROW ^ In 00 0) d I - - F1A -� - - FM-- -I - FM- - - FIB - - -f - FM- - - I1M-- - - 36.5' WEEMS_ 3J. x 36.9v6 6, 28'X17'X'7.5' BORE PIT LIMITS OF DISTURBANCE w v v W J W W W W Y W J W yo W:71 _ _ _ _ _ _ _ 3J.6' �� LIMITS OF DISTURBANCE -3a.1' 3J2' (SEE DETAIL) .4 W W W .✓ W W •Y KL39.4' W Jxti3Y.0' 40.6- x38.]' W 34,8' -- x 34.J' x 34.9' 551,s3 8 .�.2' asap �_�.}---+3D �< xtii 34.53 347' x 34.9'x x 34.5' x aa.J' JACK & BORE x .0' x 35.0' x 34.8' n x 34'7' x 34.8' x 35.0' x 35.0' :IE* 7.6• 3J.2' .a• x (SEE PROFILE) x 9' x 34.8' x 34.7' _ 1� 59 60+00 61+00 O 62+00 63+00 j 9 - - - - - 3884 .• - - - � - - - - - - - � O p - - 39 .10' - N - - - - 42' - - - - - 3 9.4 2' - - - - - - 73J6 _ - - - 3 r l W W W W W W W W W W W W 1.0 SURVEY STATIONING 22'X17'X'8.5' 4.75 V N Hwy 87 EXIST. POWER POLE AND OVERHEAD o LOCATED ON ROADWAY +s1 APPROXIMATE (TYP.) BORE PIT (SEE DETAIL) +3479 T- FLi FUTURE NCDOT ROADWAY POWER LINE OF EXISTING 24" WATERLINE. �, 54. WATERLINE. � - - - - - O 150' R/W IMPROVEMENTS (TYP) CONTRACTOR TO VERIFY - - - - - - - - - - r SIZE, DEPTH, AND LOCATION w PRIOR TO CONSTRUCTION. - FM- - -IFM- - - FM- H - FM- - --I FM- FM- - - 1--1 o 0 "". O --ROW ROW SEWER MANHOLE WITH PIG LAUNCHER � 8" GATE VALVE 00 a Qi LEGEND PROPOSED EXISTING PROPOSED EXISTING SITE PT.AN (SEE DETAIL) (1) 8"x12" TEE 12" C-900 PVC W Z A 6T Electric Transformer -wc-Overhead Electric 1" = 40' MARTIN (1) 12" PIG CONNECTION (DR-18) FORCE MAIN Z-1 a 0 0O Water Valve ATMC Fiber Optic Sign - --4--- Contour PID: 1890000204 89000MARIETTA2 4 12" GATE VALVE � O 4 Sign - -Top of Ditch X Power Right of Way RJ Pole -- Centerline HORIZONTAL SCALE " ' 1 =40 C ® Telephone Pedestal Cable N Box - - - Edge of Pavement F+-1 x Proposed Silt Fence NOTE: a Mailbox w - Limits of Disturbance ALL DISTURBED AREAS ARE TO BE STABILIZED SITE DATA: � - b' Fire Hydrant Y ?�" , ,., g Excelsior Matting 40' 20' 0' 40' 80, 120' AND SEEDED UNLESS OTHERWISE NOTED. ` %^, P4 Y- Guy Wire 5+00 Forcemain Stationing ® Storm Drainage Manhole - Base Survey Stationing CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF SITE LOCATION: NC HWY 87�133 C%1 w ' Zi I+oo VERTICAL SCALE 1 "=48 ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. BOILING SPRING LAKES W (FiYi ---� - - Sewer Forcemain r m Wetland CONTRACTOR BRUNSWICK COUNTY, NC ---w-Water Main TO PROVIDE POSITIVE FLOW IN ALL DRAINAGE DISTURBED AREA & 348,480 SF 8.0 ACRES Qj a H DITCHES. AREA TO BE STABILIZED 1I----11 z 4' 2' 0' 4' 8' 12' SETBACK FOR ALL PROPOSED STORM DRAIN WITH VEGETATION O PIPES TO EDGE -OF -PAVEMENT IS MINIMUM 6' SEPARATION. z U � � x 48 i 1 -4 ��-I I� I i i I I o 1 I EXISTING GRADE I � [vim EXISTING 24" i td - 1 j MIN. 3' BURY (TYP.) I BACKFILL EXISTING BELOW WATERLINE GATE VALVE WITH COMPACTED #57 STONE (3' EACH SIDE OF PIPE)O co � � � ,4.� (DR-1 FORCE MAIN ( I I ji I , V V1 '"-q LO to U (__-.__.-..._ I! 8" 19V BEND WITH (BLOCKING (SEE DETAIL) '::. S (,) ( z + O co O -.,.- _� - - -r--_- __-_ _ .._______..____- j JACK AND BORE IN ALIATIO ! WITH NNECTION BLOCKING__-- SEE DETAIL FOR PIG z I z �" T_ I _--_ - -_-_ ._- !I _. _ _ I - --� - � -_-_-_ I - -�..--___ � _- -_ _ _ .. L r I i 140LF 8 CL 57 DUCTILE RON PIPE � I eUNCHER -.____ Q Ul � O w 1 0 LF 16' X 0.25" S L CASING a �0)0)1 p -- - - - -- -- - - ---- - -- - - ----- ------ ------- - - - ------ -- I- - ---- ------- -- --- - --- - -- -- - - - -- - -- - - - --- -- -- ! ^� RS E 4 a w I I j I I I I I I I I I I i I I (V I I i i I I i I I I I I i I I N 1nu CAR -- - - - -- ----- - ---- - -- - - --- - ------ - - --- - II --- -- ---- -- -- ---- - - -------�- I -------- ----Q , ; S E A L = ' i ', II !I I I I = S •• 17374 --- - - -- --- -- - - -- - ------ --- - - -- - --- - - - - --- --- - 1'--- - - L- --- - ------- -- -- -- ---- - -- - - -- - - - -- - -- - - �j '•�Gltl \ `: O , I I � DACE 02-02-12 � I DESIGN PGT --- ----- - ---- - - -I - ----------- -------- ---- - -- ---------- --._._-_ _ _. ._ -- ------------- -- --- - - -- I -� - DRAWN EJ W 00 U0 O _t 00 0) N 00 N 00 1n 00 cD O r r7 f7 07 In In In r7 n r t'0 M r r r r7 r� r7 r N0 o6 W Cd tb r r7 DD r 06 r7 ro M r0 r7 O r0 O r') to O to r0 M M r t\ r7 r0 r•) n M to C6 .. �-�. r0 00 ro C6 EI%._ar yIt 5+00 66+00 67+00 i 68+00 69+00 70+00 71+00 72+00 73 00 74+00 75+00 76 00 1 77 FEB 14 2 12 78 PROFILE SHEET 7 OF 21 j 1' 40' H OV.- 11023 1' 4' W WN 24 16 mo REVISIONS DOLLAR PROPERTIES THREE, LLC o °F� o• Date Description By PID: 1890000211 %%j�� fff \ 0 .0 � oQ x FUTURE NCDOT ROADWAY IMPROVEMENTS PROPOSED EXISTING 0 Electric Transformer LEGEND (cont.) PROPOSED EXISTING -ate-Overhead Electric NCDOT \ T/� �%b. Y // * ^)O' Reif. /✓,1/�. -� \ 3xyi8.9' 9.a' y�h �a j pg Q ' *� 38.6' / xaRYO.'30' z � ,� � ® Water Valve © ATMC Fiber Optic Sign - -44- - Contour " -Top of Ditch PID: 1890000213 \ 1 \ \ „� 8.8' �ie>' / \ \ x 37.4 2' _ / / / 40,40 o 1 Sign 0 Power Pole --- Right of Way Centerline \ / / 2` O tea' / / P ❑ Cable N Boxdestal - - X -Edge of Pavement / / / Proposed Silt Fence z-�s. / / / S Mailbox ® ® Limits of Disturbance o 0 Fire Hydrant Excelsior Matting �My 392 >, / qc o 7 3950' / .�- Guy Wire 5+_00 Forcemain Stationing p TOP OF (TYPICAL) DITCH Z°j p �, ,� � o:° o` 33916 / y � 3?,21. o ` � c F¢ Storm Drainage Manhole -1+00 ® 9 Base Survey Stationing \ moo, "oc 39.57' ° MARTIN MARIETTA INC PID: 1890000204 ---,Sewer Forcemain W W Wetland -R/W- x a . + 0 \ L9.v' 392J'f W I �o - _ _.-Water Main W W d• S J. I 39.32'x, O ° I z 37Ar 38d, pO' z 40.0' >+ A'6 38.6' 39.43- 39 33' FUTURE NCDOT ROADWAY 9I F y[ 139.00' ?° cF ° u 6.r = 39.9' ° / \>e IMPROVEMENTS a. - .--z�9.2' i O kN 24" RCP. JOf 7.0' hoc x }8.4tio / J 5fl.a7 I \ 39.50' � 46' \ �- - z 34.>' 3 79` 41oz �.16' / a52 x 37.5' SITE PLAN x 34.6' \ / " = 1 40' x 34.9' >.6' 1 - - 3 / / / \ \ x �38.19' x 3>.3' NOTE: T 1 6 CONTRACTOR TO MOW WITHIN LIMITS OF DISTURBANCE V FROM STATIONS 0+00 - 121+50 PRIOR TO ALLDISTURBEDAREAS ARE TO BE STABILIZED y \ 60' \ CONSTRUCTION AND INSTALLATION FORCEMAIN. OF PROPOSED HORIZONTAL SCALE 1 "=40' AND SEEDED UNLESS OTHERWISE NOTED. I�1 � '1 ' +'+ \ \ \ CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. O \ R/W \ \\ 40' 20' o' ao' so' f2o' CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL G4 VERTICAL SCALE 1 '=4' DRAINAGE DITCHES. 0 � (/�' +35.02 ` C T^.( Z' �T�/ �T U 7"Ya'91 1f 1/ --FF 3'.69 + 12" 90" BEND SETBACK FOR ALL PROPOSED STORM DRAIN 04 +34.>s .L J my 2 ' J364" + 6.6z \ Fpo � �p (TRANSITION TO 12" DIP. PIPES TO EDGE -OF -PAVEMENT IS MINIMUM 6' SEPARATION. Q, - - - - -1so' Rpv - - 9., - _ � \ SEE PROFILE) A Z FM- M-FM-FM- +34i9 \ \ x,a.r 19'X17'X7.5' BORE PII 2 0 ( DETAIL) 4 8 12 APPROXIMATE R/W LOCATION PER BRUNSWICK COUNTY GIS. ROW MAY VARY. z ��II ^ 124 FM--FM- 9.17 4L+33.97 4; , 13 O 00 00 +01 �� -1-l' �3H0^r \ \ � �� DO -�. i \3Hp \ \ \ / 1�\\ JACK & BORE SEE PROFILE a x MARTIN MARIETTA INCH APPROXIMATE LOCATIO OF EXISTING 24" WATERLINE. CONTRACTOR TO VERIFY SIZE, DEPTH, LOCATION EXST. HYDRANT � � FIRE y co �� .� +3421 Ho ` >.36 �3� "a HO �� %� IC c$' \ vo \ w„ O SITE DATA: I E-+ R i C) PID: 1890000204 AND PRIOR TO CONSTRUCTION. 0 �� \ w O \ =2'a' x SITE LOCATION: NC HWY 87 133 z APPROXIMATE LOCATION OF EXISTING RIGHT-OF-WAY / �/ x3>\\ -"3 6 r� 9 \ aa+ * O \ \ '� BOILING SPRING LAKES BRUNSWICK COUNTY, NC �w{ a r PER NCDOT & BRUNSWICK COUNTY GIS. ROW MAY VARY. 12" a3H0 R s. C-900 PV y�\ \ \ � \ \ \ O� a \ �; \ 12" C-900 (DR-18) FORCE PVC MAIN DISTURBED AREA & 348,480 SF / 8.0 ACRES AREA TO BE STABILIZED WITH VEGETATION �/ E1 'Z (DR-18) O FORCEMAIN \ \ \ �/ 1 Ul '� \/ \ �s 0 z y yH Y. J 25'X17'X7.5' U_ BORE PIT (SEE DETAIL) Cb^ HO \ 12" 90" BEND 3.>0 \ t ,i. `\ 00 (V z (TRANSITION TO 12" DIP. \ \ \ SEE PROFILE) \ 0 ry F�-I I ! III, � j I I I � I ( i I �j i •• , W CIO 1 � I - r ,--4 ! I I ( BMIN. 3' URY (1YP.) 0:i O N -- -.--- ; --'------------ ! __- T _-- -- _-_-_------ -IL---------- - I- - ; EX STINGFlWATERLINE -W+TH-OOMPAGTED-y#57 -- ; __ �! O co Ln - ii STO E (3' EACH SIDE EXISTING 24" I ICD ,t-q n ci I OF PIPE) WATERLIN a cr) co CD CD I L.�-.- �- 12"- BL-0CKINNG--- �� - O O c0 O w --I-- +-- - - --__---- - -- --� �- --I---- -- - -- -------- --- �_- -(- --- -- �.-___-___ I --- -t-- l -=- - - _.-F- (SEE DETAIL -_-____.___ _- I� 12' 90' BEND (SEE DETAIWITH �)NG _.- --?- �--._-__- 1 � 0 c n - I [ 140 L JACK AND BORE INStALLATIO 7 12" CL 51 DUCTILE IRON PIPE o 0 ,v 10 STEEL LF 24 X 0.25 CASING 1� �+ ed O I i i I II' j i I I i i I I j I I I I I I j I - ---- -- - - - -- - ---_ - ---- --- - - - -- - + --------1 ----- -- ----- - QE ICI j I I j - 17374 •r• LL I• - -- - -=-- - --- - ----- -- - ----- - -- -. --------1--- ----- -- --- --- --- - --- - -- -------- - --- --- --- ----- - ---+ - - -- -- -- --- - - - - % R G DATE 02-02-12 DESIGN PGT �- ----- - -- ------ - DRAWN EJW L0 M M 00 00 00 M M It a0 !� (0 a0 I'r) CO M N 600 n 00 (D r r 0) r ro M o0 (7M7 n N n n n (D LC) (0 !"7 (0 r (O <t n Ln (O u7 00 uO O O C +00 79+00 80 00 1 81 +00 82 00 83 00 84 00 85+00 86 00 87+00 j 88+00 89 00 90 0 ` ��2 91 '.. PROFILE SHEET 8 OF 21 1° = 4dV" v: 1102 MEG 32 24 i REVISIONS Date Description By NOTE: CONTRACTOR TO MOW WITHIN LIMITS OF DISTURBANCE 0LL3NJVYr FROM STATIONS 0+00 - 121+50 PRIOR TO MARTIN MARIETTA INC CONSTRUCTION AND INSTALLATION OF PROPOSED PID: 1890000204 FORCEMAIN. TOP OF DITCH EXCELSIOR MATTING 12" C-900 PVC TOP OF DITCH (TYPICAL) O o EXCELSIOR MATTING o 0 0 0 (DR-18) FORCE 0 0 0 + + 0 + + (TYPICAL) + 404 WETLANDS + + + + + + + + O 07 •- 0) N 0) n O d' 0) U) 0) C0 0) r 0) N 0) 0) 0) 0 O 0 N ROW ROW i_ _ —� — F—FM— _ _� _ _YM —7I—FM-- — —FAH w' _. —�.H — — — �FM _ _� x — _ _1_� _ _� — —F _ _ — _ — + _ — _ — R pS Ye �.. ......� s « .� �. e" '•Y 6 w ' L 'r^�� taw 1r� r,• igryf .I.il pqr� w s-.UJ Un �R �/'MVi'C w ��w w � " -w� �1 �i'+r wIM1iS .f..e.� • � "® ��! ,��, �w se" rl'T 3s® sr�w s® m.. m.�a.m. .,a..,.. ..�ri 0�15'T�kBE— sue. — — — — H� IE: 31.50 T a < e . " — w w • .a." , �b u3. _ �R - • w ns — — -— — — _ ssl — ..� — — JI�'.b' MJ.B g 3xd ]X Z 31%e ]bb — — 3l1 --- o°�----------- w --- ----- -n----------- ----------- ------------ »�»— — — — — — — — — — — -— — — — — — — — — — — .— — — — — — — — — — — ----------- EOPN o:'---- e \J Y Y o + + + m — — »��' — — — _ — eb.,. — — � — — � — — Pam• --� — 'F„' — 6 N — -- ---- — --- ----� --fir----N---- M 1�---N�----M---- Ifflr— Ar --M-- - �1d —Nr �� - PoF —dr —h� AA —Ar h1' AA —Nr ,M _M M r W NC Hwy 87 & 133 EOP .x APPROXIMATE LOCATIO a, o �y OF EXISTING 24' WATERLINE. IRREGULAR R/W 3H0 �— OHE OHE OHE CONTRACTOR SIZE, DEPTH, TO VERIFY AND LOCATION F+-I W �' PRIOR TO CONSTRUCTION. A y LEGEND FUTURE NCDOT ROADWAY IMPROVEMENTS MARTIN MARIETTA INC PROPOSED EXISTING PROPOSED EXISTING —ac—Overheod Electric 1" = 40' Q, O 0 PID: 1890000204 er Electric Transformer 0 water Valve a4--Contour NOTE: ALL DISTURBED AREAS ARE TO BE STABILIZED U ATMC Fiber Optic Sign — —Top of Ditch AND SEEDED UNLESS OTHERWISE NOTED. APPROXIMATE LOCATION i Sign Right of Way HORIZONTAL SCALE 1 =40 CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF OF EXISTING RIGHT-OF-WAY Q-I x+ 0 Power Pole O Telephone Pedestal —- —Centerline — — —Edge ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. PER NCDOT &BRUNSWICK COUNTY GIS. ROW MAY VARY. � of Pavement ❑ Cable N Box 6 X s® ® Proposed Silt Fence 40' 20' 0' 40' 80' 120' CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL SITE DATA: O Mailbox 'Cr Limits of Disturbance Excelsior DRAINAGE DITCHES. � r� Fire Hydrant — Guy Wire 5+00 Matting Forcemain Stationing SETBACK FOR ALL PROPOSED STORM DRAIN SITE LOCATION: INC HWY 87/133 _ (w/ - VERTICAL SCALE 1 "'=4' ® Storm Drainage Manhole -1+0o I Base Surve Stationin Y 9 PIPES TO EDGE -OF -PAVEMENT IS SEPARATION. MINIMUM 6' BRUNSWICK BOILING SPRING LAKES COUNTY, INC ---n— — - -FI Sewer Forcemain W W y W Wetland DISTURBED AREA & 348,480 SF 8.0 ACRES Z — - -w—Water Main TO BE BIUZED H 4' 2' 0' 4' 8' 12' WITH VEGETATION o z � C U ! 48 I ' Q I i I I I I I a' 40 o EXISTI G GRADECIO 1 MIN. 3' It BURY Q) - xy O CY) .--I CO 1�1.. �./ j !!__--_-__! w �j LZ (DR _78^ F6RCE }}9070 PV7c MAIN ! I % ("y I z j - .. 0 O z ii� fn +) ow Q) CKING i i rl f0,(j O) 03 n 0 O - --- — --- -- ---- - --- I I I 1 I I -- - ---- j I I i ! �uull , S E A L _ j ---- - - ! I!' --- - ----- - - — ---------- 1 - - 17374 40 CREGO� - r - -- DATE 02-02-12 DESIGN PGT - ----.— _ _ _ O) - --- O - 0) - 0 — 1 ----- — - - -- -- -- O to -- — 0) - r - O O) O DRAWN EJ W r (0 u; 00 0 u; O (00 u71 M It) r7 O M M M m u; M 00 M M rn I'O u; M � M rn I'7 M f7 PO I") n r0 rO 0 ro �, �rM at <. #7 f r7 C 8 9 00 t 90 00 j 91 F00 92+00 93}00 94 00 95 00 96 00 97 00 98+00 j 99+00 100 00 101 0 FEB 14 BY: 012 i 102 SHEET 9 OF 21 1 1023 I j 1" = 40' H 1" 4' V �- 32 24 16 oo REVISIONS Date Description By NOTE: DU3NVM CONTRACTOR TO MOW WITHIN LIMITS OF DISTURBANCE MARTIN MARIETTA INC FROM STATIONS 0+00 - 121+50 PRIOR TO PID: 1890000204 CONSTRUCTION AND INSTALLATION OF PROPOSED FORCEMAIN. TOP OF DITCH o O O o O o 0 12" C-900 PVC O o o 0 o TOP OF DITCH o 0 0 0 0 0 0 0 (DR-18) FORCE o o EXCELSIOR MATTING o 0 0 0 + o + 404 WETLANDS EXCELSIOR MATTING � 0) MAIN + (TYPICAL) N M o + 0 0 Rnw 0 0 (TYPICAL) O 00 o 0 o+ ROW �+ =ate - - FM--- - -IF1t- - - Fitt- I-- - im �a—LIMITS—OF LIMITS OF DISTURBAN .� w r �S ��w J{. w • �.e w '®� .:e.y �Lw ,—,.w ys • •.� ' •��a i®.+ �' ' r�� • iw e. vd e.,®" .�®' wT• d10 �r w �'. we .�' j� ova i • w� • .. .- r z ' z-� • a .� + '�� :�L1Ailt wO 7DISiIIR E -ma �� .w a y a- • iw • a =tea ;� •� ' �a �� H 33.4 - .�------------^�- + EOP-- ----- �.s ------------- ----------- ------------ Wasa' ------------ o-'----------- - ------------ .�----------- «-- - - - --EDP ------- ------ - ---- �------ W ,�}00 e.11 m 20+00 �-. ,, �0. NN N N � N N LET ry W m ..r, TT ( 1 (a I,1R¢T 4l RYrO' G 0.1W! 0. -19— ----Rk d' --- _ — — — — — — — — — ee� — — — — — — oy .w— +M.a}- FR �P dY N 0.P O 10 SURVEY STATIONING EDP M—T--Rh--- --- M—� N�-- M M M M M M M M M M M T Flwym M_& l� 11-11 \YAV/ /JM M 11 M M M M M M M r, LOCATED ON ROADWAY IRREGULAR R/W rr 1-�r (TYP.) APPROXIMATE LOCATIO 0 OF EXISTING 24" WATERLINE. W ) CONTRACTOR TO VERIFY �/ Q+ SIZE, DEPTH, AND LOCATION W �' - - PRIOR TO CONSTRUCTION. - - - - - - LEGEND E SITE PLAN PROPOSED EXISTING PROPOSED EXISTING ® Electric Transformer —oet—Overhead Electric water Valve - -a< Contour 1 - 40' MARTIN MARIETTA INC NOTE: ALL DISTURBED AREAS ARE TO BE STABILIZED Cr C) O 1 ATMC Fiber Optic Sin - —To P 9 Sign P of Ditch Right way PID: 1890000204 AND SEEDED UNLESS OTHERWISE NOTED. APPROXIMATE LOCATION OF EXISTING RIGHT-OF-WAY V of CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF 0 Power Pole Centerline HORIZONTAL SCALE 1 =40 ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. PER NCDOT & BRUNSWICK COUNTY GIS. ROW MAY VARY. P-I G Telephone Pedestal - - -Edge of Pavement ❑ 6 Cable TV Box X Mailbox ® r Proposed Silt Fence CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL EN" I Limits of Disturbance DRAINAGE DITCHES. Z W tY Fire Hydrant Excelsior Matting 40' 20' 0' 40' BO" 120' SITE DATA: O — GuySETBACK wire 5+00 Forcemain Stationing FOR ALL PROPOSED STORM DRAIN U] z ® Storm Storm Drainage Manhole -i+oo � Base Survey Stationing y 9 PIPES TO EDGE -OF -PAVEMENT IS MINIMUM 6' SEPARATION. � ---rr----r�.--Sewer Forcemain + W Wetland VERT/CAL SCALE 1=4 SITE LOCATION: NC HWY 87/133 BOILING SPRING LAKES ',Y+ I I L, ---w-water Main y �, �, �z BRUNSWICK COUNTY, NC I I I I DISTURBED AREA & 348,480 SF / 8.0 ACRES v ` 4' 12' AREA TO BE STABILIZED O WITH VEGETATION Z U 124 U Z U ! I z III Z O ja I I Go I i I O '�—_ j --- -MU _ _ .. --__.. _.-____-- - —t— — _____— -_—--._--___--- —� —1— -_-_. _._-_. ---I — — — —� CS co u Q0 �.. g (TMP) j _ L0 to ci ; ' I j Z Z 07 co w +� CO r z z �___ ____._- I (DR-18) FORCE MAIN —__—___..__._ _..' _.___—_.—______ --._------___.. ___—__—_. ------- __-_____ _._._._._ -___._ ___—_ - - _—_--_---._—.._ _._.___.—..--....—._ _�___--_—_ z......-___.__ /'� tq O O� O w 1� .--� 0) 0) a ._._.__—_l. ! ....__.__._ ___-_--_.. .. _..._..._.. .. _._..L..—. — __ --_-- — ( - I�' L)- ' i -- -- -- ---- -- - -' I (� °' o - I -- -- -- -- � I I ----- - �- -- ----- j CARp SEAL _ f 17374 • pppO- ! j ! :.\ j ----- DATE 02-02-12 DESIGN PGT -- ----- --- - - - -- -- -- --- - ---- - -- --- ----- -- --$ DRAWN EJ W --- - --- -- - - -- - --- - -- -- ---- ---- -- - - --- - - -- ----- - --- - 0> 00 u7 M O N N N rM N O 00 n U N O? O? 00 00 O O N r7 N M N M N M M M M M r7 M C 9 +00 103H-00 1041I 00 105� 00 106 00 107 00 108+00 + ! 110 00 1 1 1 i+00 1 12r 00 1 13 00 1 14 0 , 2012 ) ` 1 15+ SHEET 10 OF 21 j 1" - 40' ! -- j 1 1023 �H Ky.1 24 16 ESQ S I REVISIONS NOTE: = W O O 0 w 0 = _ _ ' I / Date Description By CONTRACTOR TO MOW WITHIN LIMITS OF DISTURBANCE o O O WI CAROLINA POWER LIGHT COMPANY & FROM STATIONS 0+00 - 121+50 PRIOR TO CONSTRUCTION AND INSTALLATION OF PROPOSED ' I ' / o 0 0 0 PID: 20600001 FORCEMAIN. 0 0 i / CAROLINA POWER &LIGHT COMPANY 0 PID: 20600001 Or13NDVM EXIST. OVERHEAD POWER 0 0 0 0 MPRDTIN 18900 02040 12" C-900 PVC CAROLINA POWER & L[GHT COMPANY PID: 20600001 O-z LU o I = W I I / ( DR-18) FORCE MAIN EXCELSIOR MATTING o O TOP OF DITCH (TYPICAL) 00 00 O O 0 0 WI = 2 o 0 W = o 0 0 r 0 12" C-900 PVC EXIST. GUY WIRE o 0 0 0 12" 45' BEND 0 0 0 0 0 0 0 + 404 WET NDS + + + + + EXST. GUY WIRE + (DR-18) FORCE + AND POWER POLE + + + o v, } r- + m rn 0 N N N AND POWER POLE N MAIN N (TYP) N OW _ - FM- - FM F - _ --- - ;- - FM - - FAQ - I- FM- F?A - -+ - FM-- "'' .e. •°rv®• . , JJ OF�I�TDEiBtChTG` -" `'' "-. - •___e '� m :m, •§N '�,®" ' +T .� su Jos' m _� "LIFAIT5-0E-61ST�RBAL7CE — — xva' x JJs' y • • • • or y29.02 • SJ.J' zJ].i x m.,' Y / • •x9e YIE: 29.40Y '� K„ E• 29.27 lE: Y IE: 9.19• Jo.v �,' x Ja;JJoy w.a %�< bs, 9 _ J,.S' �x Z _ — — — — - J, z9.1, EXIST. CONCRETE _ -,r-- . -- 8�-------------------------EXIT. EDP STORM -- 24" CMP PIPE ��--- ---- �----------- N M HEAD _ o .�- DD4C - 40' RCP - ---- - -&,.9- --- -- M - -8--J� --- ----- n ---------------------8a. �QP--- -5-�, j-•-------- m o N `r �T� 3,+04 - - - - - - _ - _ STORM PIPES — — — — — — — — — — .]� — — — — — — — —-%-s,.,� — �P— — — — — — — — -na. e9'- — — — — — — — — — SURVEY STATIONING -_ M — -y«a. 99+- — — — M — — — — — — — — �..a - — — — M M M s.a_ W W M M M e -0 M- M= — — — M — -,.a.«- W W W M 0 0 — — — — — — - - - - - - - M W W W W W W W Y M M M M M M M M M LOCATED ON fiOABWAY TYP. ( ) E: 28.M36= = a° IE: 8.68 O o n°J. (/ N Hwy 87 & 133 0 /T- APPROXIMATE LOCATION O o / I ! / v APPROXIMATE LOCATIO OF EXISTING 24' WATERLINE. CONTRACTOR TO VERIFY OF EXISTING RIGHT-OF-WAY PER NCDOT & BRUNSWICK COUNTY GIS. ROW MAY VARY. W 4 0 0 0 0 vl W 0 0 IRREGULAR R/W / ''" O SIZE, DEPTH, AND LOCATION PRIOR TO CONSTRUCTION. = _ O O _ o / APPROXIMATE LOCATION OF EXISTING RIGHT-OF-WAY PER NCDOT &BRUNSWICK _ COUNTY GIS. ROW MAY VARY. O O PAT NEWTON PROPERTIES, LLC BRUNSWICK COUNTY PID: 20500028 PID: 20500030 y A F I SITE PLAN F� MARTIN MARIE17A INC t 0 o O I / I W ' ' WI / 1" = 40' C) o PID: 1890000204`� PROPOSED EXISTING PROPOSED EXISTING Electric ' ' W OS O = = O O O I I W y NOTE: o Electric Transformer —WE Overhead OI F-I (� ALL DISTURBED AREAS ARE TO BE STABILIZED ® water valve -.--Contour = = W AND SEEDED UNLESS OTHERWISE NOTED. p ATMC Fiber Optic Sign — —Top of Ditch O O 0 I ' / HORIZONTAL SCALE 1 =40 ^ CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF 4 Sign * Power Pole - Right of way Centerline I ' ' W 2 S W 2 W W W 2 O W 4i _ _ O ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. G Telephone Pedestal — — —Edge of Pavement O O o r r O O O I Z rWy CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL 5 cable ry Box b X ® r Proposed Silt Fence W w _ W o 0 O / I / / 40' 20' 0' 40' BO' 120' SITE DATA: ��jj � DRAINAGE DITCHES. Mailbox tY Fire Hydrant Limits of Disturbance Excelsior Matting = ' Forcemain Stationing I 2 = w W 0 0 0 LOCATION: i NC HWY 87/133 I� SETBACK FOR ALL PROPOSED STORM DRAIN 6' �- Guy Wire 5+00 O O O 0 0 _ SITE VERTICAL SCALE 1'-4' BOILING SPRING LAKES n PIPES TO EDGE -OF -PAVEMENT IS MINIMUM ® Storm Drainage Manhole -,I+oo Base Survey Stationing I I l BRUNSWICK COUNTY, NC ^ SEPARATION. ---er— — - -.�- Sewer Forcemain W W wetland ' ' I I I DISTURBED AREA & 348,480 SF � 8.0 ACRES r� Z - - -.- water Main �, m W AREA TO BE STABILIZED 4' 2 0' 4' 8' 12' WITH VEGETATIONz-1 0 � a x I Zj U 461 Z r� US I I I I a., I i ! ! � l 00 co 0 EXISTING GRADE FBI to I -L- Q co co Ln to T� ! I - --I r i i F I; MIN. 3' BURY (TiP'•) ! I z co co z +J - 0 CD Q c' �--' 0) a CLO Q O) j (R-18) 12" C-900 PVC FORCE MAIN ! I ___ ._i _-__.__—__-r ! I_ 12' WITH (SE 'BEND CKING LOETAIL) DETAIL) 24 a 2�i( �+ �I '0 o ..I 4 Q-I = O I I ! ,rr SEAL j ! j 17374 CMATE 02-02-12 DESIGN PGT DRAWN EJW - - ------ -- ------ - CIO rn rn N N r7 rM rn N C' 00 N 00 N Ib'I 00 N' N r7 Ln N rM aD 00 Ln N N N rr) r7 C7 m N rM 00 N rh e0 N M to N C" 00 N r7 00 N r7 Ib ro N N r7 M 00 00 ro N M CM 00 N Ih w N M rn N r7 rn E ' rn 0_ P Jk l E V) ! 100 116 00 1 17 00 1 18+00 1 194-00 120F00 121 N 00 122+00 1 123 F00 124+00 120+00 1261+00 127 00 128 + I PROFILE BY. SHEET 11 OF 21 1 1023 � ;; = 4P'�" I Eel • 1692 24 16 i REVISIONS Date Description By ou3Nsyw COX FRANKLIN D PID: 20500001 CAROLINA POWER & LIGHT COMPANY PID: 20600001 EXCELSIOR MATTING L 12" 45' BEND (TYPICAL) ( 12" C-900 PVC x,36 m` a. s TOP OF DITCH x,36' o o O 0 (DR-18) FQ2CE o o E o 0 0 0 0 0 0 0 o x,,. 0 0 MAIN o fbP OF DITCH 0 o TEMPORARY o 0 0 + + o + o + 0 N TEMPORARY + FENCE 10 + + d' 0 + to + � + + SILT FENCE rn ,. + + o rn N M r7 T(TYP SILT M M r`T (TYP.) 323 m oo> F-- bgµ, v' LIMTS _ r-, MMRff=C= ,3 06 -�S� — — i11. — — — --7M41� s a __ RMIT�OFTWSTIIRBAIQCE Via'— — - — 6nw-30.16 E. 0,z.,.V P IE: 27.03 w --w,-,,.6-----------8..-�6_,-----------8-'^a'.. ---E2P-------- ".'�--ice------- ,..----------- -'--------------��-" .------------o-�.,.------------0o-�-a: + ------------------- �-"-" "- - + --.-.3 - + -------- + - --- --0.-�-3,.6--EOr-- - + EXIST. 18" RCP + o XIST. 15" RCP + M + + ++ e + Q + + + m � I ..... - (x - STORM PIPE I ,Hy ` � J1 STORM PIPE _ I� .�. .. ��. _ _ � I��. - _ �yi 66' I N2B� - - - I I ,N,. - - - 04 - - - -»az.� - - - - - - --v-ae.� - - - - - - - -x-Ja.n� _ - - - - - - - - - --...,x. - - - - - - - - -.a>~ - - - - - - - - - --«.a�s� �� - - - :W30.L3 W W - - - - W _,.- - - - -E6p----- SURVEu% STATIONINGW --x-aJ.z� - � - - - - - - --w-r,.J W W - - - - - - --«-Jz.a� - - - W W W - - - - - - W W W ii�i7 W WNC W W EO P W W W EOP WIE:-2gi.85-�, W W 36 O w.,e•.v ,a.0 LOCATED ON ROADWAY n a a �p� H VV 8 �a °°' 1 3 3 a 36' y, rT . (TYP.) e/ a a br I-1 1�1 IRREGULAR R/W O APPROXIMATE LOCATIO 1:4 U) APPROXIMATE LOCATIO OF EXISTING 24" WATERLINE WOODARD PHILIP BRYAN PID: 2050002502 OF EXISTING 24" WATERLINE. CONTRACTOR TO VERIFY DUNN RIVER LLC PID: 2050002503 0.1 w --DEPARTMENT OF NC 7935 LLC Z APPROXIMATE LOCATION OF EXISTING RIGHT-OF-WAY TRANSPORTATION PID: 205000250 SITE PLAN PID: 2050002506 BWB PARTNERS PID: 2050002507 SIZE, DEPTH, AND LOCATION PRIOR TO CONSTRUCTION. BIANCHI PROPERTIES, LLC PID: 2050002508 A �y ' PER NCDOT & BRUNSWICK COUNTY GIS. ROW MAY VARY. I LEGEND G ont. PROPOSED EXISTING PROPOSED EXISTING " = 140' O O Electric Transformer -ac-Over ead Electric �..{ 0 Water Valve Conlour NOTE: U CASTEEN RAYMOND C ETUX JOYCE \ OO ATMC Fiber Optic Sign i Sign - - -Top of Ditch Ri h of Way HORIZONTAL SCALE 1 '�=40' ALL DISTURBED AREAS ARE TO BE STABILI AND SEEDED UNLESS OTHERWISE NOTED. ED p-I x PID: 20500032 CASTEEN RAYMOND C EfUX JOYCE PID: 20500026 0 Power Pole 9 y - - Centerline G Telephone Pedestal - - -Edg of Pavement CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF ❑ Cable N Box x pro sed Silt Fence ALL EXISTING UTILITIES PRIOR TO CONSTRU TION. O b Mailbox ® ® Limi s of Disturbance 40' 20' 0' 40' BO' 120' CONTRACTOR TO PROVIDE POSITIVE FLOW I ALL SITE DATA: W Z ii Fire Hydrant wire Excelsior Matting Forc Stationing DRAINAGE DITCHES. Guy Storm Drainage Manhole 5+00 main -,i+oo Survey Stationing VD? T/C L SCALE 1 =4 SETBACK FOR ALL PROPOSED STORM DRAT SITE LOCATION: HWY133 LAKES n E-a ® Bas TO EDGE -PAVEMENT IS MINIMUM 6' BOILINGCSP NG W ---ram - -...- Sewer Forcemain W PIPES -OF BRUNSWICK COUNTY, NC T/ � z - -"- Water Main W W . well nd SEPARATION. DISTURBED AREA & 348,480 SF 8.0 ACRES V 1 4' 2' 0' 4' 8' 12' AREA TO BE STABILIZED z O WITH VEGETATION I --I - ` V I 0 ---- 1 j I i I I I I I II ! � I rr ll• 40 a I I 00 -� -- --EXISTING 11t, F - ---- -- -- --------- ---- ----t---- -- - - --- I, �� - t �- --- - - --'- ---- - - Cd INV: 30.16! /'�i ••�-I (SEE PLAN! (EXISTING FOR LOCATION) pTORM PIPE NOT ! EXISTING GRADE ! j w O LOCATED �ED WITHIN OF PROPOSED III ALIGNMENTMEM j FORCEMAILOCATED - - ------.- -- --L- _-� --__.._ - -!I,_ �- _-_-�- _ _--_-________1.--- -_-______ ,_____._..__--_- �_-._- - .� Z Q C � CrD -..-.-_____-.__ _._— — _ --- .__-.'._- --_I-__.__—_ r- ! � QD I!, 3(TYFJ I to U V Ua BURY ! 0 Cz'1 1 c� I CID �0 W� --- - - - -- T-- — - -- - -- - -- -- !! - - - -- - - - --- - --- T — ---- I o 0 o w +� 12' C-900 PVC j j Cl) as 12' 45' BEAD ( WITH BLOC ING j i (pR-18) FORCE MAIN! f I (SEE DEfAlli) �y o 0 - - - I" '--� - --�- -' -' --- - -4- - --.. -- - - - --- ------ - - - -' --- - - -t " ----- j ---- - - - --- - ----- -- ---'---- r -- �- - ---I --------- r - ---- �--- -. _ ---- ___ 1-__.--- I --- I -- +- - i - - EXISTING I : 2 . (SEE PLAN 8" RCP( --24-- FOR LOCATION) 1-� � �i (� � 4 � LTti ISTING IS TORM PIPE NOT LOCATED LOCATED ALIGNMENT yy// SHIN ALIGNMENT ! OF PROPOSEDWITHIN ! j i FORCEMAI� ) I I i I ! j e'. S E A L _ -- I ---- -- --------- - 17374 .�• %, REGO I DATE 02-02-12 ' j -- - DESIGN PGT --- ---------- - - -------- ---- -------- - - - DRAWN EJW Ui r O N 0] 1` 00 It 00 c0 O O) N O r N N M 00 1`0 In I'7 Lo U7 N N M M I'') V) r'') N ro N N N N N N r7 M M N N M M M M M I") M r`7 O 6 N O N 00 N O O M C I I 8 00 129100 1 130 00 131;+00 132 00 1 133�00 134 00 1 135 00 136 00 1 1371+00 138, 00 139 00 140 "' DEB 1 a 70� 141 PROFILE i j SHEET 12 OF 21 1'40 H 11023 1_ 4 V .4 U I ei 32 24 I[001 REVISIONS 0113NJYw Date Description By AUTOMATIC AIR CORDREY MARY (LT) RELEASE VALVE PID: 205000010 CAPE FEAR ALLIANCE CHURCH (SEE DETAIL) COX FRANKLIN D PID: 2050000104 PID: 20500001 IE: 30.33 OPEN CUT EXISTING DRIV AY. EXIST. POWER POLE AND TOP OF DITCH RESTORE TO ORIGINAL I M NT OVERHEAD POWER LINE = al.a Xv0 EXCELSIOR MATTING TEMPORARY SECTION AN (TYP) 0 0 0 0 "' 0 0 x li ' EXCELSIOR MATTING 0 o TEMPORARY 0 "" o 12" C-900 PVC 0 o "'' O 0 o 0 (TYPICAL) 0 SILT FENCE 0 0 ('fYP.) o 0 + .' oo „ „s. a 40 0 N o M (TYPICAL) , � SILT FENCE (DR-18) FORCE r- 00 0) 0+ m o,�; N y (TYP.) MAIN o.' ROW AL Lr) I u I ROW a w h289 "PSF �..... — .._... — —xao— — �-- — —b,® ,� `� r7 39.o-. — IE: 29.67 >x i roo _ —,.�..r --------- -o .�„�-- + _- — M MN 0 ,.------�P + �-�,- ------ + o--- + --.�------- + - - -- -,,�-----------& EDP — ]195' ,,------------o - + + a — — — — — — — —-.-]]o«- — —- -- :- IST 18" CMP + EX a STORM PIPEat --------- '' �- EXIST. 18" CMP pZ d1E: + STORM PIPE — — — 0 o - - N - IE. 30. O5� '- a..� -X-R.°F -.339i'- O� - -I 6.- — — — — — — - - — W W �l7RVEY LOCATED — — — — — — — 8V`ATIIINtNG- ON ROADWAY •-1.3,.98� — — — — W — — — — -M-i^ 9-- — — — — — EOP W - W — — — — — — �-12 H:_ W — — — — W — — — — — — W W W W W W EOP W WW -----.�J,F- ------ -- -'�9� W W m. W W W m. (TYP.) 2B. 0. 6 �p� 0. 95 0. .IJ' M-A 0. 99' N C Hwy 8'� & 13 3 a 0. 36 a a d d IRREGUW r,7 W 1—I BIANCHI PROPERTIES, APPROXIMATE LOCA 10 LLC 24" WATERLINE. WATSON CLIFTON PID: 20500023 COGHILL RAYMOND A I FISHER VESSEL AMERICAN I COMPANY GATES 05K JANE ESTELLE M PID: 205K8026 r, O OF EXISTING APPROXIMATE LOCATION EARP ALLEN JEFFERSON ETALS PID: 20500022 PID' 2050002101 1^-71 PID: 2050002504 BIANCHI CONTRACTOR TO V RIFY OF EXISTING RIGHT-OF-WAY PID: 22100004 PID: 20500021 0 PROPERTIES, SIZE, DEPTH, AND LOC TION PER NCDOT & BRUNSWICK I LLC PRIOR TO CONSTRU TION. COUNTY GIS. ROW MAY VARY. PID: 20500025011 W I I I A z LEGEND SITE PLAN z �i a PROPOSED EXISTING PROPOSED EXISTING 1 " = 40' O O Electric Transformer —ac—Overhead Electric I ® Water Valve--aa--- Contour NOTE: I z O ATMC Fiber Optic Sign —Top of Ditch ALL DISTURBED AREAS ARE TO BE STABILIZED i Sign Right of Way AND SEEDED UNLESS OTHERWISE NOTED. Rf Power Pole — centerline HORIZONTAL SCALE 1 '= O' a x C Telephone Pedestal — — — Edge of Pavement CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF I E� I ❑ Cable N Box X Proposed Silt Fence ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. I I b Mailbox ® Limits of Disturbance SST DATA: Z �-{ O t7 Fire Hydrant Excelsior Matting CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL z Guy Wire 5+00 Forcemain Stationing 9 40' 20' O' 40' 80' 120' DRAINAGE DITCHES. I ® Storm Drainage Manhole -il+ao Base Survey Stationing VERTICAL SCALE 1 =4' SETBACK FOR ALL PROPOSED STORM DRAIN I I SITE OCATION: NC HWY 87/133 BOILING SPRING LAKES n Q-4 — --(� - - --- Sewer Forcemoin Wetland PIPES TO EDGE -OF -PAVEMENT IS MINIMUM 6' BRUNSWICK COUNTY, NC - - -w-water Main �" �" �' SEPARATION. DISTURBED AREA & 348,480 SF / 8.0 ACRES z" I � AREA TO BE STABILIZED U` I 4' 2' 0' 4' 8' 12' WITH �EGETATION z O V z z I ,� 1 ( 0 n! - I ----- - _ --- -- ! ------ -- -� - �_ 40 I j td t -- - --- 1— ------ --------� -- _ --- ---- — —-- ---- — --------- —-------- — i w I EXISTIN GRADE O co F�1 �-I r-I CO ; — —� 41 � Lo Lo U O I I a -- — — — — — — -- — — — a, f MIN. 3 A i CD Z W !ti w BURY (TYP.) I �, I z O O O z -i I I ate. Q �1 0 oN 12" C-1900 PVC L. ' O w (DR-18) FO�CE MAIN i 9 i ... ESS, — -- �— — ----- -�—_ - j -- -- - - - --- -� -- - - - A L . S �• 17374. Q •�INE��'t�: ' i , I j �CREO' lllllll f j DATE 02-02-12 j I DESIGN PGT , DRAWN EJW r t0 (0 00 I, r u7 N O d- u7 (0 r d O U0 tD O O 6 M N n O r O (0 F'r 0 N C12 p') I'71 I'0 M M M N r7 r7 r7 M M M r7 M M M M r7 .. r� (� rM M PH SHEET 13 OF 21 00 142k-00 143!+00 144+00 145 00 146 00 147�00 1" = 40' 149 00 150L+00 151' 00 152 00 1531+00 € uY: 4�+ 11023 i 1.,-4,V ell U IN al 32 24 16 rej REVISIONS (�� No Dte Description By I I ELROD ALBERT & PERRY JOHNSTON PID: 2050000101 I I OU3N� CORDREY MARY (LT) BRUNSIWCK COUNTY FARM BUREAU PID: 2050000105 INC - SYKES \ ADAMS WILLIADEAN KIMBERLE D PATRICIA CLARENCE Y & L PID: 2050000106 CORDREY MARY (LT) PID: 205000080802 PID: 2050000801 v PID: 2050000103 I OPEN CUT E RESTORE TO ORIGINAL ISTING DRIVEWAY. PAVEMENTS OPEN CUT EXISTING DRIVEWAY. 3 \ cL OPEN C T EXISTING DRIVEWAY. I SYKES CLACIA L Y & PATRICIA L PID: 20500009 AUTOMATIC COMBINATION TOP OF DITCH SECTION AND GRADE. EXIST. POWER POLE AND OVERHEAD POWER LINE RESTORE TO ORIGINAL PAVEMENT SECTION AND GRADE. � o RESTORE T ORIGINAL PA MEN T uo SECTION AND RADE. AIR RELEASE VALVE (SEE DETAIL) p o EXCELSIOR I o MATTING I (TYPICAL) O ° O E IE: 26.64 a (nP) E TEMPORARY � a (TY ICAL) a o EXCELSIOR MA ING O o 0 + ` + m 6 a_ 0 $ 0 12" C-900 PVC 0 SILT FENCE O, /� 9 O (TYPI AL) o O o o V_ O + o —sue o c0 " + e = + 9n + (DR-18) FORCE + (TYP.)" ' �- I + +o Jnzr r7„o ° + a + _ + ° %,a2' L0 Lo a r tz9.5z'� 0 z9.s' 8 ° o^ n 4, �ry O" ° �'- z 6 J ry O o r0 ° MAIN CO p � ql O (O / c O^°: n t0 rn 2 ;<W CO Yj� m i O c nm ry qqgg u ° %Yv.]' — ROW x'29�5' �. %209. z9. Ji 29 J6. �O ° %295' %30.a' ■ \� J �Tff-taer �� ® !' 2i"6�" j9_�sQ ' r )9] �17.33'� 9.2' J0 >.a�v IE: 26.68 —lE: "ZF%76"' TiSF' ti L -0f DtS1t R8MCCs Terra. D.B 5.$$ 26 '" s—+s LIMII ✓IJI UI\ l,L 226' ,02 I 2 N IE: 28,3 IJF t> �— ">,,6' �' IE: 26.72 " \, �O \ � � %�JO86• " IE: 25.88J V' �,� ti.• EOP o — — IE: 27.67 . IE: 28.05 _ IE: 29.17 I. E2�9.32 H� — 2.IF — —EOP— S �,F— .r o N �-� o �tQpaS %iH)Y0. EXIST. 15" CMP — — " g Yb REMOVE REPLACE ALL o / 0 0 EXIST. '�F SMYI'—Fb1.9H 0 0 EXIST. 15" RCP 0 IE: 26.900 — EXIST. 15" RCP IE: 28.91 0 EXIST. 15" RCP. m ao o + 0 STORM PIPE �0 0 RCP + APPURTENANCES SUCH AS, S EXIST. STORM BUT NQT LIMITED TO- STORM PIPE 15" RCP STORM PIPE 0 0 STORM PIPE ° STORM PIPE o STORM PIPE+ _ �" - i6 a` - -� - a" �- _ _ o6 MAILBOXES, WALLS, AND SIGNA AS NEEDED FOR CONSTRUCTION. y o o _ W W W W �� W W W Ph°It Drlve_ - - _ W 05 W W W W �IE: 26.1� "6/ 0 W W� W W W N --------- �' ___j_ W� W W 0, NC Hwy 87 & 133 W� W W' W � `J Q4 _ APPROXIMATE LOCATION EXIST. r OVERHEAD IRREGULAR R/w POWER tfldC _ O SU VEY STATIONING EXISTING 24" WATERLINE. CONTRACTOR TO VERIFY (NP) LOCAT D ON ROADWAY (TYP) IZE, DEPTH, AND LOCATION APPROXIMATE LOCATION K & B SYSTEMS INC PID: HDI HOLDINGS LLC PREMIERE REAL ESTATE SERVICE PRIOR TO CONSTRUCTION. OF EXISTING RIGHT-OF-WAY PER NCDOT & BRUNSWICK 205KBO16 DUNN RIVER LLC BROWN JAMES EUGENE ETAL ICI O PID: 205KB027 PID: O 205K6031 COUNTY GIS. ROW MAY VARY. PID: 205KB006 PID: 205KA001 � � V 1 V) a PROPOSED EXISTING LEGEND PROPOSE END EXISTING CONLEY KENNETH R ET BRENDA J PID: 205KBO17TE PLAN z " 1-4 [17 Electric Transformer I —ac—Overhead Electric 1 — 40' O 0 Water Valve -- 4.--Contour (Y T ATMC Fiber Optic Sin I —' - —Top of Ditch NOTE: Q^�j d Sign Right of way ALL DISTURBED AREAS ARE TO BE STABILIZED U * Power Pole = _ —centerline ��- ' HORIZONTAL SCALE 1 —40 AND SEEDED UNLESS OTHERWISE NOTED. O Telephone Pedestal ® Cable N Box x — Edge of Pavement Proposed Silt Fence CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF p„t x a Mailbox � � Limits of Disturbance ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ' 7 �y w L7 Fire Hydrant Excelsior Matting 40' 20' 0' 40' BO' 120' CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL SITE DATA: I�1 O — Guy Wire 5+00 Forcemain Stationing DRAINAGE DITCHES. (/� I --I z ® Storm Drainage Man ole -,I+oo Base Survey Stationing VERTICAL CALF 1„_-4' SETBACK FOR ALL PROPOSED STORM DRAIN W � ---� ---,,Sewer Forcemain — — —w— Water Main W W " wetland PIPES TO EDGE -OF -PAVEMENT IS MINIMUM 6' SITE LOCATION: NC HWY 87/133 BOILING SPRING LAKES I+I Z SEPARATION. BRUNSWICK COUNTY, NC 4' 2' 0' 4' a' 12' DISTURBED AREA & 348,480 SF / 8.0 ACRES V 1 z AREA TO BE STABILIZED WITH VEGETATION z O r1 U 1214 r V Z U_ ~ Oco I _ _ I PA � GQ I 0 I'I ! j 00 z to —� ° w�C -y o co T-I -- -------- --- -o 1 --- ___ -_._— ----- i. .__.__--- —__— _— — i ! AUTOMATIC EXISTING GRADE I I a co co � +� z COMBINATION AIR RELEASE VALVE, jI i .�' � CO SEE DETAIL - ll i I MIN. 3 E I I I 1 z w 1* � a a�� BURY NP. ( ) j rl I I I - -- ---- -- i C-i��aw@ 12" C-900 PVC I i tDR-18) I FORCE MAIN I j i I ,I j i ii j I r I I i i •. I , i I I N CARO � l i i . SEAL .,, l ! 17 lL , S •, 17374OR 1 � f ' I ' I i I I ! I I i ��j� •Ff�Glf�y'`\� j EGO'F- 1 ( ( DATE 02-02-12 DESIGN PGT C (- DRAWN EJW 00 - --- - c0 O I")N - 0\ V) 01 O W) -- ---- d m NNN - - �I! Off, O 00 r7 0j -- - rM 06 N cO 01 N -- LO 01 N N O inN 00 o6 --- M 00 N ---- 00 N O rM O I'M O O 01 01 N N - c0 O> N O O M N O N O O M - � O t7 - O ,,��''++ @@, a 0) O\ C13 �00 155' 00 1 156 00 157+00 158 00 159+00 160, 00 PRO 162 00 163j 00 1641+00 165 00 166 00 167 SHEET 14 OF 21 j j 1= 4' V BY: 1 1023 item 32 MAN 16 REVISIONS Do e Description By I \ \ 3LL3N'J1gy CLEWIS GEORGEARBARA EARL ET r\ ��JJJ EVANS DAMES W ET M PID:D: 205A 20500010 �^ PATRICIA P STILLER 20500003025 OPEN CUT EXISTING DRIVEWAYS. RESTORE TO ORIGINAL PAVEMENTv SECTION AND GRADE. POWER POLE ANDTOP EXIST. OVERHEAD POWER LINE cLEwls G EARL ET PID: 205 0 001 EXCELSIOR v MATTING m OF DITCH TEMPORARY �\ PID: 20500012 00 AVOID EXISTING o + 24" CEDAR TREE 0 a (TYPICAL) 12" C-900 PVC (NP) (TYPICAL) D� a SILT FENCE e O + a` BRIDGERS HAL J (DR-18) FORCE 0 0) o O 0 0 PID: 2050000901 0 Miss O MAIN O 0 o + + ` 2 99 00 � + _ fx + + M � + O + O N '- r- � W ^ 5 FM-- - F_ WR o - -=T•- FF�-i- o -1 Asphalt Drive Fk- O I I -- I — Z a m w -x2� -- -- a?-- - m — �� a - --l1MIT"5--DI�RBftMC� mm ore"em eve .� �- — —�- v - % y o --- � 9 IE 26.30 Asphalt Driv 1, f - - E_OP + 1 o ---- N -------�-- { 0 o �? - °`---------- 0 as N 3,99 --�- 0 + °'. - 0 + ------ O 0 + W o - T --- 0 LO - _ - o + - _ ----- 39. 26.41 — �. z9_ea — -- g _ + o,a; 111a IF. 5u9f.5o.9r — 0 —-n.ee-- — — — — — - 26.7�-------- E 8" RCP + EXIST. 1 IE: STORM �19.) o 26.22 "IE: 26.50 —- +- + t a -� - O + - - - - - ++ - �-- - - - i - - �- - -- _ NRCP m ' ° -- rn PIPE _ - - - '°." s'- a EXIST. 15" RCP STORM PIPE -- - - ii W a, XIST. .1 8" _ _ - - W 0 r— � o STORM PIPE _ _ _ _ _ EOP � r _ ______ �W _ —IM3.1 —Kd18r --11-b1.60— � —%-3145— -- 9B— W —x-d9.9 W W W c� ,,�� W _--_� �� % W W� W& W W r � W SURV Y STATIONING W W 1a„9 W >N� W = o d o9 ° o� �� Q /^ 1 1 Y Y v t ✓ 133 - 7�j LOCATED ON ROADWAY 0 � - NP•) r_ - �GUUR-�,4v GORE VICTOR 0 O APPROXIMATE LOCATIO APPROXIMATE LOCATI OF EXISTING RIGHT-OF-W N Y I I CAROON IRMA R TRUSTEE DUTTOND:2 PID: DAMES E 2osoaols \ PID: 20500015 � i--I OF EXISTING 24" WATERLINE. PER NCDOT & BRUNSWICK CAROON C B CRAB CO INC SMITH WALTER LEON CAROON C B CRAB CO INC PID: 20500017 BROWN DAMES ETAL CONTRACTOR TO VERIFY COUNTY GIS. ROW MAY VA Y. PID: 20500020 CAROON C B CRAB CO INC PID: 2050001402 PID: 20500018 ISCOGGINS PID: 205KA001 KA001 SIZE, DEPTH, AND LOCATION PRIOR TO CONSTRUCTION. PID: 20500019 MARY K\ N0 W SUMMEY JAMES D ET MARY PID: 2050001601 a w PID: 205KA010 LEGEND LEGS a. SITE " PLAN I I I \ A� �Q 1 = 40' C PROPOSED EXISTING PR POSED EXISTING Electric er Electric Transformer —a,c—Overhead y14 z ® Water Valve O ATMC Fiber Optic Sign — -n4--Contour - -Top of Ditch I NOTE: ALL DISTURBED AREAS ARE TO B STABILIZED V i Sign ➢l Power Pole ---Centerline Right of Way HOf IZONTAL SCALE 1 "=40' AND SEEDED UNLESS OTHERWISE NOTED. \ a x C Telephone Pedestal CONTRACTOR TO VERIFY SIZE, L CATION AND DEPTH OF E-I ❑ Cable N Box X - - - Edge of Pavement Proposed Silt Fence ALL EXISTING UTILITIES PRIOR T CONSTRUCTION. Z P4 i5 0 Mailbox 'C Fire Hydrant ® Limits of Disturbance Excelsior Matting 40' 20' 40' 80' 120' CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL SITE DATA: F--�1 z �- Guy wire 5+00 Forcemain Stationing "=4' DRAINAGE DITCHES. ---n- ® Storm Drainage Manhole ---�+.-Sewer Forcemain oo I �� Base Surve Stationin y 9 t/ RPCAL SCALE 1 SETBACK FOR ALL PROPOSED TORM DRAIN PIPES TO EDGE -OF -PAVEMENT IS MINIMUM 6' SITE LOCATION: NC HWY 8 /133 I BOILING SPRING KES BRUNSWICK COUN NC n � F-�-i a4 H - - -.- water Main v W v. I wetland SEPARATION. DISTURBED AREA & 348,480 SF / 8.0 ACRES z 4' 2' 0' 4' 8' 12' AREA TO BE STABI IZED LJ I WITH VEGETATION z O U z U C5 Z I i lil I I I I i I i Z j 0-4 O - -- ,- - -� - i -- ---� ---- - -- ----- I--- -- ---- - - _ - -- - --- ------ ------ - - ---- I - - M W I I I I I I i s i C2 z co I -- - -- — - --- -- - --- - — --- - - ----- ---- -- --- - -- - ------------- f--I >~ W Cd O co I I V+'O EXISTING GRADE ITV �i Z ,cy co z ------------- U] ---__!._ --_�- -_ _--__-_-_ __- -- -_. _. . _...__ L -_ -._- _ -.- i -__ __-...__ ________ _ __ -.- - O ( z O w a M0)E BURY3�PJ o I C' O 9C - I- - ---+- ----�- I ` -I---- ?-- I --� -7 ------`--- ' l II I li ji 12" C-900 PVC I I j (DR-18) FORCE MAIN I - i j - - �- I --- --- -- - --- - -' -----�-- _- - I -- --- - I I - I --- - — I � I - ---- - -- -- -- ---- -- � �ttuuluui�� CAR .... I : SEAL S'. 17374 r �L I j j % io �.......•�y �, --- -- ---T --- — — J— F I — - �-lnlllttt DATE 02-02-12 ; DESIGN PGT I - -- - I - DRAWN EJW O M cl0 N6 0) 6 N n O CO O N OI r O M O N r N O N O cli N N N N N N N M N rr) N 0) u7 M N N N 0) N N N r N r) O N C14 ^. I+00 168 00 169t00 1 170+00 171 00 172�+00 173 00 PRODER 175 00 176+00 177' 00 178 00 179 00 + ' �" 180+- SHEET 15 OF 21 1 ZQ� 1 1023 1 �" = 4°'�" j *4? M 32 24 16 EXST. �i'GHT TOP OF DITCH sr o EXIST. ABOVE / / o GROUND UTILITIES o / $�4/ POJtE o + �z�w a / EXST. 8" WATERLIN �# +z IE: 23.99 / D \ �/ : �S �\ \ \ / \ / _ REVISIONS pa}e Description By /° (2) 12" 22.5' BEN _ — ,. +_� > - - - _ � +� Jay ' �Ah ��o �,a4 ^ --- / dab'6 L + IE: 24.04 Mr + +as "°'+ o ®N �- O + o EXST. WATER O SERVICE LINE o + N + po OPEN CUT EXISTING ROAD. \ \ I 0O - y _�® o°, -- N _ �' IE: 24.21 FAT-- -f - ROW _ . ��_ ° - - + M N RESTORE TO ORIGINAL PAVEMENT SECTION AND GRADE. I x / /� 12'> 11' BEND / 6 /i - M --- EXST. 18" RCP - �.- - - �TARDeL P1PE ^_ �- - .'_ _ ___ GLE1�I IMF _- '- "" E LD - - FAT}- -+,-' __ _,, ®= - -p - E9P �1,�5 = DR,- a - - _ (2) 12" 11' END (TYPICAL) e ` EXST. LIGHT POLE S O EXST. 6„ I WATERLINE "-W _ ' /� a-•°. - - - Q / W— M "8W M "g W �. _-- - - - - W --- I ------- C I LE CE" — _ e a> a Aki O / PPROXIMATE LOCATION OF �✓ W _ EXST. 18" RCP �'-9 W SO•PRIVATE _ TOP OF DITCH \ 00 ti< I I �- IE: 21.35 / / / /� I EXST. 8" WATERLINE STORM PIPE PPROXIMATE OPEN CUT EXISTING ROAD. LOCATION /RESTORE TO ORIGINAL PAVEMENT EXST. 6" WATERLINE 7W ROW (3) 12" 11' BEND � \ \ \� a �TERLINE ' �'� � +, +, a o�X / "'Ja SECTION AND GRADE. / (TYPICAL) �~ /� i j +?.oz T ''• 1� /e EXST. CATCH BASIN topp- wa`7 EXIST. 15" CPP / / RIM: 25.79 I / � STORM PIPE / / / 21.79 EXST. 24" RCP \ IE: 22.50 M 12" C-900 PVC e rz STORM PIPE / 9 I (DR-18) FORCE EXST. CATCH BASIN RIM: 25.74 EXIST. 18" RCP .61 STORM PIPE 1--'--1 TOP OF DITCH 4100 IE: 21.94 _ IE: 22,37 v NOTE: O ALL DISTURBED AREAS ARE TO BE STABILIZED AND SEEDED UNLESS OTHERWISE NOTED. I SITE DATA: / / APPROXIMATE �p� QOQ / / LOCATION OF EXST. \ \ CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF ALL EXISTIN UTILITIES PRIOR TO CONSTRUCTION. SITE LOCATION: NC HWY 87/133 BOILING SPRING LAKES O �+ a 8" WATERLINE / \ 9 CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL DRAINAGE DI CHES. BRUNSWICK COUNTY, NC w z r / > / LEGEND t. SETBACK FO ALL PROPOSED STORM DRAIN DISTURBED AREA & AREA TO BE STABILIZED 348,480 SF / 8.0 ACRES / ' O /y� \ PROPOSED EXISTING PROPOSED Nil Electric Transformer EXISTING� -ac-Overhead Electric I PIPES TO EDGE -OF -PAVEMENT IS MINIMUM 6' SEPARATION. I WITHVEGETATION EGEA O0 0 Water Valve O ATMC Fiber Optic Sign - -a<--- Contour - -Top of Ditch I SITE PLAN 0 1" = 40' i Sign Power Pole a Telephone Pedestal Right of Way -- g -Ed Ede a off Pavement \ I sL I HORIZONTAL SCALE 1 "=40' a E4 � / 0 Cable N Box Mailbox X Proposed Silt Fence ® ® Limits Disturbance O Fire Hydrant Guy Wire of Excelsior Matting 5+00 Forcemoin Stationing \ I I 40' 20' 0' 40' 80' 120' U) z W 0 8 \ ---�• -- -,,Sewer ForcemStorm orcemoine Manhole -il00 Base Survey Stationing W W \ I VERTICAL SCALE 1 "=4' a ' y /�/ -Water Main W W a Wetland FZ1��y <'O 4' 2' 0' 4' 8' 12' z O o �@ C/I Z_ U I—� U) I I I I I I I I O ! I' I CC) C\2 co W � Q) �1 N O P") H� to Lo v O zcocr)� I CID �0 EXISTING GRADE : I - - j41 - - r, F-r-i MIN. 5' BURY FROM STAT: 191+55 - 211{�OS ( WESCOTT FARMS SUBPMSION ) 1 j ! EXISTING 16" R .. ! -__--_ .. 1 . MIN. 5' BURY FROM �q--- N O P-i G� F APPROXIMATE D_H --- j EXISTING 1 1 AP-R-FOXIMATE-D OF EXISTING WATERLI _ E ___y _ INV: 24.1 ___ - OF EXISTING WATER SERVICE LINE -_ 0 ! (WESC - FARMS SUBDIVISION) APPROXIMATE DEPTH F EXISTING 6"� INV. �I, WATERLINE ::IEPARA 1 li MIN. 2' SEPARATION IN.' SEPARATION MIN. TION (DR-18) FORCE rv- *AIN BEND J 12" 22.5' BEND -- _ -_--_ _---i �_-_-_ _-_- t -__-__-_-__�___ _ �12" -_ ___- 22.5 -WITH-BLOCKING-- _ _ -_ --� -WITH-BLOCKING-_____ -__ L_- _-_ - - _ _ ____ - _-__--_ 1 ._. ___�_._ _-__.__-_ -_�-- _--_ -_— ___. - .______- -_.�___ ______ 12�1',.1-8ENG—_-_ WRH BLOCKING WITH BLOCKING j (SEE DETAIL) (SEE DETAIL) ! (SEE DETAIL) (SEE DETAIL) S E A L - ! I 17374 1 : ! i �t EG DATE 02-02-12 DESIGN PGT -- - DRAWN EJW 1`0 L0 N N In f. N r N N (0 N L0 N (O N r I" N N d N N O) N O N O N N Cq N O Cq N ej- N Cq N N O Cq N C NNN '� N e r UD I4 O u) N C 16 �+00 194�+00 195+00 196+00 197 00 I 198+00 199�F00 k 201 00 202�+00 203 00 204 00 205 00 4 zglz 2 6 SHEET 17 OF 21 i 1" - 1., 40' H 4 V 3Y: 1 1023 32 24 16 an 011 REVISIONS BORING No. 3 / a, iIt Date Description By / REMOVE AND REPLACE 0 O 20'x25'x7' BORE PIT EXIST. STORM 15" RCP PIPE EXISTING 15" RCP STORM 12" 45' BEND 12" 45' BEND 0� M / / \ O 12" oo PIPE TO ORIGINAL 45' BEND +tom'. ELEVATION TOP OF DITCH VALVES AND CONNECTION TAP /_`2� (SEE PROFILE) SITE PLAN 15.15 N E: 14.26 Atv REMOVE AND TRANSITIONAL REPLACE \1" JOINTIE = 40' EXISTING CHECK DAMS (3) , �02 \A HORIZONTAL SCALE 1°'=40° / OPEN CUT EXISTING ROAD. RESTORE TO ORIGINAL PAVEMENT / / .�� / wl'+� �O_ j / • ' •' • ' ' SECTION AND GRADE. �Y' / O ��'—� .�, - �- ...°°°,,,,,,/// • , , , l � • , + , ' , 40' 20' 0' 40' 80' 120' (TYPICAL) / OOX ° / ° / EXISTING ABOVE GROUND . / • ,w + ' +, • . . . VERTICAL SCALE 1 +_-4' \ 0z °° /� / UTILITIES. CONTRACTOR TO �} fi FI 12" 45' BEND •' p� ,' • / �s a. / COORDINATE WITH POWER COMPANY PRIOR TO +, \ ' • +\' 7 \ / /P 12" 45' BEND iY 9, �' //� CONSTRUCTION TO AVOID EXISTING UTILITIES. / PROPOSED UTILITY + • + ,'% • , 4 2 0' 4' 8' 12' O +„ TOP OF DITCH '�r I / o /" IE:/1 / / EASEMENT TEMPORARY SILT FENCE (TYP.) CONTRACTOR TO I. • • ' . t„ 12" C-900 PVC 0) Op o� // /„ 4J / " / Z� DIRECTIONAL ' ' ' (DR-18) FORCE MAIN j8 100 s v / EXST. 18" RCP EXCELSIOR BORE 650 LF 16" DR-9 HOPE MATTING (TYP.) FORCEMAIN (SEE PROFILE)i • > • W o p/ / STORM PIPE N } ' ROW N 12" 22.5' BEND i /+O / XI , e°s E: 15.94 • �V! *z, PROPOSED UTILITY EASEMENT ' �> LEF-LD �_ c / 404 WETLANDS ' ,' ,' •' ' , +, • �l \ (TYP.) a + • >'+>> i O RO W 0' FYRIVAT •,' +, • " ' + , a ' , 3! • W Ali A LEGEND PROPOSED EXISTING EE PROPOSED EXISTING — ad Electric ♦••• + • ++ •i + + ' ,'i • ,• +{ '�• '• . , A a1 \ ® Waters Valve _- _- Contour .�;> • 2> , + O O ATMC Fiber Optic Sign -Top of Ditch Oi , ' •• ' , ,' ' z \ 4 Rf C Sign Power Pole Telephone Pedestal =- - Right of Way -Centerline - -Edge of Pavement NOTE: +• ' .' '> ' •+ +• ' ,' ++' ,' • + •• '• • '+i'++\ •• 0 • ' ' ' +,' F+i \ ® � L7 Cable N Box Mailbox Fire Hydrant y X ® � Proposed Silt Fence Limits of Disturbance Excelsior Matting 9 ALL DISTURBED AREAS ARE TO BE STABILIZED AND SEEDED UNLESS OTHERWISE NOTED. SITE , •+ , > + • , • ,' • ,' + • ' + ' • DATA: I ry W O \�� — ® Guy wire Storm Drainage Manhole 5+00 +oo Forcemain Stationing Base Surve Stationin CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. + •••,' •• ,� ' , • f� z — - -,� Sewer Forcemain I W y 9 CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL SITE LOCATION: , >,, '' NC HWY 87/133 SPRING LAKES KNC •''• •' •\' \ —water Main i W wetland DRAINAGE DITCHES. BRUOILING NSW CK ' .''• • q , ' n E FBI SETBACK FOR ALL PROPOSED STORM DRAIN DISTURBED AREA TO AREA & 348,480 SF / 8.0 ACRES ' .' • ,' • ,' •'\ • ' BE STABILIZED ' • ,' .'•• ,' .' ' ,'�+a,' , rz \ PIPES TO EDGE —OF —PAVEMENT IS MINIMUM 6' SEPARATION. WITH VEGETATION , • , + ,' ,\• • O j I I I I ' j I U CZ I I! I ! z O I a o -APPROXIMATE DEPTH V OF EXI ING WATER XISTI GRADE Cd 21� SERVICE LINE I� �1 I ! { l STAT: I IN. 5' BURY FROM 91+55 - 211+05SUBDIVISION) RMS SUBDIVISION) EXISTING INV: 1675 _ 18" RCPCd -_ j ! 1(y�� ti- kY-.� I_.. r , u Q) Q 1-11-1(WESCOTf co (`� .--i CO L/'� Lo MIN. 2' SEPARATION ( co co _ !li j W C w _-------.-_ W�EELDETANL I 0 I Q Q z 12" PL VALVE WG ! n �1D 0) a ! !I ! 1" (DR-1l) C-900 PVC FORCE MAIN I j j (S DETITHAL) 2" CAP, WITH VALVE �BOx Q o O tip w WR-(FSiE BLOCKING �_.--__-___ �— -_ - �— _ -I---_ _ j - - __ -' --_ --. ..-_- -_� - E3-r ,y .CIO O !, j 12" 45' BE WITH BLOCKING (SEE DETAIL) N, D j j I � CONNECTION j TAP WITH VALVE BOX TAP } Do ! 12" CONNECTIONITAP &PORT SEE DETAIL) PIPE CONNECTION - _ I i (SEE DETAIL) I j i I i I i ��1\1111111///� �N CAROB , :. om - I'. I 12" 45• EIN - E A L =- I I' - 1! I WITH BC LOKN (SEE DETN 2 12" 45' BEND WITH BLOCKING RESFRNNTS (SEE DETAIL) ! i 65.D �I .S 7374PIPE c Q ! ' (SEE DETAIL) f j 665 LF 16" DR-9 DIRECTIONALf HDPE DRILL �y /� •ItJt-�;'.•• •'`�� (SEE PLAN VIEW M r6 N r ff) O n O O 00 r 0) O rD 1) r O rM N m O - O O M 1" ^ 00 r N O (6 6 01 ATE — —1 N N N N N DESIGN PGT DRAWN EJW +DO 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+ C17 ,f2 FEB 14 2Gt2 �� j PROFILE BY:_v-------- SHEET 18 of 21 1 1023 1" = 4V 0'H 32 24 ffel rel 13 3.EGEND REVISIONS IE: 4.6� PROPOSED EXISTING -� EnElectric Transformer PROPOSED EXISTING —ac—Overhead Electric Date Description By " " f3, 0 Water Valve - -44- Contour • EXST. SEWER 12" 45' BEND �� 0)ATMC Fiber Optic Sign i Sign 9 - -Top of Ditch MANHOLE \ TOP OF EXST. POND / I Right of way Centerline EXST. SANITARY SEWER LINE ►� % °. ___.___ -- o -- - TEMPORARY '- SILT FENCE EASEMENT 0 Telephone nel Pedestal -v P ❑ Coble N Box X - - - Edge of Pavement proposed Silt Fence -� OOx ,% �_-_- - (TYP.) O b I Disturbance Limits of Disting II EXIST. 48" RCP \ STORM PIPE �2 a sue- N �� - % - ----____�__ + -- - ee EXST. SEWER Fire Hz 27 I ant Fire Hydrant Guy Wire 5+00 Excelsior Matting Forcemain Stationing C17 5" s ss_� MANHOLE I LIMITS OF ""� ss- � TSB 0 Storm Drainage Manhole -i+oo Base Survey Stationing r DI TS UR AB NCE " - --- 12" 45" BEND --�— — - —Sewer Forcemain / I — ' y o. EXIST. CATCH BASIN RIINV:14.74 U„; -- _ _ *NOTE: SEE ---"—Water Main PUMP STATION W W W Wetland \ ��x� I y CONTRACTOR TO DIRECTIONAL CONNECTION DETAIL ry y EXCELSIOR xV % SSMH NO. 1 (INSIDE DROP) BORE 650 LF 16" DR-9 HDPE „ �e �vr+ % MATTING 5'0 CONE MANHOLE FORCEMAIN (SEE PROFILE) l *°' EXST. UTILITY \ (TYP.) EASEMENT RIM: 12.0t (MATCH FINISHED GRADE) EDGE OF EXST. O 'A(DR-18) \ 12" C-900 PVC EX T. SEWER EXST. SANITARY IE IN: 8.0 (12" FM) IE OUT: 5.9 z PROPOSED UTILITY WOODLINE 92�y5 FORCE MAIN M HOLE SEWER LINE o EASEMENT E \ (1) 12" WYE N 12" C-900 / = PVC ® 1.09 u 404 WETLANDS \ \ \ / o (2) 12" PLUG VALVES' N ,�y'' (TYP.) ✓� �j \ + CONNECT TO EXST. 16" FM 12"x16" TAPPING SLEEVE 0I-p6Z, �j \ (1) " EXST. 20' UTILITY EASEMENT �j \ Dutchman \ \ Village, Section 2 4� BEND e (1) 12" TAPPING VALVE SSMH NO. 2 " \ Parcel E / 5'0 METERING MANHOLE O"D, 0'Ol / EXIST. 48" RCP `°� \ \"� �1s1 'f CS1 GRAVEL / / 'I, 5 it � WITH 6" PARSHALL FLUME (SEE' DETAIL) x ' RIM: 16.0t (MATCH FINISHED GRADE) s xs� STORM PIPE \ •s° \ SS •e/ / \ IE IN: 5.7 IE OUT: 5.6 O r p1 \ / J4 „ �� / EXST. SEWER 12" C-900 PVEX ®. 1PUM EXST. SEWER MANHOLE PROVIDE INSIDE DROP w F4 EXST. SANITARY "�� EXIST. UTILITY o \ ` / MANHOLE 6' °/ RIM: 16.5t 0 TRANSITION JOINT EXST. SEWER SEWER LINE // EASEMENT \ o / STATION EXST. FENCE 0 IE IN: 5.5 � MANHOLE / EXST. PROP IE OUT: 1.50 OUT: 0.23 �, \�� aooats• lied �,,, LINE PERBRUNSWI K EXST. 16 A w�/� ' 0+lZZ / o f� \ COUNTY GIS FORCEMAIN REMOVE EXISTING FENCE AND STONE. 1 Dutchman *NOTE: SEE PUMP STATION BACKFILL WITH CLEAN SELECT FILL WITHIN O C) "° N Village, Section 2 CONNECTION DETAIL MAX. 2%REA AND DRIVEWAY TO VIDE 20'x40'x10' BORE PIT E M + ,> • N � \ / Parcel D CROSS SLOPE.. REPLACE AND FENCE. GRADE SIDE SLOPES NOT TO SITE PLAN � U N r _ \ 2:1 AND RE-ESTABLISH 1 " = 40' 12" 90' BEND N — — 12" 45' BEND Dutchman Village, Section 2 \ IEXCEED VEGETATION. HORIZONTAL SCALE 1 =40' a I URBANCE _ �= — Parcel F IE: 11.70 NOTE: / ALL DISTURBED AREAS ARE TO BE STABILIZED AND SEEDED UNLESS OTHERWISE NOTED. I Z ' LIMITS OF DDIS O _ a AUTOMATIC COMBI ATION TEMPORARY EXCELSIOR FENCE ° �' / / CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. SITE DATA: OF 40' 20' 0' 40' 80' 120' C/] H� Z BORING No. 4 AIR RELEASE VALV (TIILP (T,P) I (SEE DETAIL) / CONTRACTOR TO PROVIDE POSITIVE FLOW IN ALL I DRAINAGE DITCHES. SITE LOCATION: NC HW BOILING SPRY 87/133 SPRING LAKES I�ERTICAL SCALE 1 "=4' d� E a VALVE AND CONNECTION TAP I I BRUNSWICK COUNT(, INC Z (SEE PROFILE) I � SETBACK FOR ALL PROPOSED STORM DRAIN DISTURBED AREA & 348480 SF 8.0 ACRES ,/ � PIPES TO EDGE -OF -PAVEMENT IS MINIMUM 6' AREA TO BE STABILIZED WITH VEGETATION 4' 2' o' 4' 8' 12' z O SEPARATION. v' - - ---- I ( I ~ I Ii ' I I � I I I � j�j F•-i I I ---- I ,I f 2" CAP WITH VALVE BOX 12' PLUG VALVE AND BOX r I III (SEE iDETAIL) ; i T--- -- � --- - I 2'X "CONNECTION I � I .�--- -----�- � I a O TAP WITH VALVE BOX A 12 90' END OMBINATIDN AIR :, •` MT � WITH BLOCKING ELEASE VALVE f I (SEED AIL) !•.q I i I I i I I I i I � I I O W 12CONN CTION TAP (>� & PORT (SEE DETAIL) I I � — -- .___----- -.._. _.--._-.____-�______ _�____- __.__-______...�_ .____-_.- _._ '_____,4 ...BEND }._____.- _______.. F ------ oCo CO WITH WITH BLOCKING to LC� lC� ti ' (SEE DETAIL) 12"wyp I I ( V C%J 0 O I a Z co co VERTICAL BEND j ! -F-1 CO CO & r RESTRAINTSE EXISTING GRADE tti w SE I I V RTICAL BEND - I O Z,W OO Q) I I PIPE DETAI(SEE L MIN. 3' 4� ar � xISTINC 48" R INV: 53 P i BURY P ) ---_- _ — SDR-12" C-9 18 FORCE 0 PVC MAIN — --I -�— C� _ O a C—+END '. PROFILE. SEE PLANIVIEW _.---- _—_._ _ -_ _ _ MIN. 2' JJ.,�� SEPARATTc7 _—_ _ .... _ 1 4 --w1T 45' TEN -__ -.-__ _I -. .' -I ._ -... .._______�ZA--__ -__-___-__-_- ____ -_ _-_-{��A--- STATION 231+8 CONNECTION D FOR AILS ___ n I) _ j 12" 45' (SEE O AIL) 12" 45' BEND OLE VERTICAL BEND 12" 45' BEND WITH BLOCKING WITH BLOCKING j ! (SEE DETAIL) (SEE DETAIL) ! I '.. BA BELOW ' jEXISTING STORM PIPE 12" 45' VERTICAL BEND �'ii I \�7\111111111///� { j H COMPACTED #57 /; I�', �C '• ' j OF PIPE) j � I 17374 •• HOPE 665 LF 16" DR-9 DIRECTIONAL DRILL !. I I I � I ii.'IN... `� (SEE PLAN VIEW FOR (NOTES) ! I I ''�, CREGOR ��• N N [O N D1 O) 1? O O) tD O (O 14: c0 O L N 06 6 N (D IA N d N N W N N N n N N 04 N 00 0- N O O DATE 02-02-12 DESIGN PGT DRAWN EJW +00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+ C18 PROFTIR rF 14 2012 SHEET 19 OF 21 1 " = 40' H 1" = 4' V eY: 11023 SITE WORK NOTES 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT. 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE PROPERLY PERMITTED FACILITY AS REQUIRED. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH APPROPRIATE PERSONNEL. 11. EXISTING SURVEYING: BY NORRIS AND WARD AND SUPPLIED BY OWNER 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO INSTALLATION. 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER AT FINAL GRADE. 15. ALL SERVICE CONNECTIONS SHAL L BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR NIGHT REFLECTING. 20. DUCTILE IRON SHALL BE CLASS 50. 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS - AJR ENTRAINED. 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE PAID FOR BY THE CONTRACTOR. 23. SEE GEOTECHNICAL REPORT NO. , DATED _, BY FOR ADDITIONAL REQUIREMENTS. CONSTRUCTION SEQUENCE 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING CONSTRUCTION. 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE CLEANED OUT AS STATED OR WHEN HALF FULL. 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM ENTERING STORM DRAIN PIPING. 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. 8. ALL SLOPED AREAS WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE I - - Ito AND EXIST. 6' CHAIN LINK I WHO _ FENCE EXIST, ANTENNA W- EXIST. RIM 16.61 6. 1 dip _ CONK PAD RIL -0.1 1 INV IN:-0.15 INV IN:-R.34 WJ 3 EXIST, a" FORCEMAIN BOTTOM OF AND EXIST. VALVE VAULT WW-15.403 EXIST. WATER METER I EXIST. YARD HYDRANT EXISTING 40' ¢ W/ CONCRETE PAD UTILITY EASEMENT EXIST EMERGENCY PUMPER y}45 CONNECTION E EXIST, CONTROL PANEL INoll;%T \ W/ CONCRETE PAD EX16T. 8" GATE VALVE / T VENT II I EGOBT 00*PA aR To 3 T. ACCESS HATCH EXIST. WINCH PAD AS NECK . TO PLATE A caTonIONSIL EXI 16"x 8" TAPPING I - 5S BEVEL EAND VALVE 1, fL ss I iss $ •; / q I A4 A. I 60 10 q B M / I EXIST 11 LF. OF i 1 P INFLUENT P 0 D.I. LUE IP EXIST. tY SWNC GATE / I ss S P �- EXIST. GENERATOR AND EXIST. 8' 45' BENDS I EXIST 12 SWING ° PROPANE CONNECTION ONE. PROPANE TANS " GATE / aP RR ��M � } • •�V " / CORRECTION. R�T� TO - EXIST. 8" GATE VALVE ?0p0 5 oWOEML LOCI17101,11. . Ie !et• R 12*SS •. I. 55 x. A l• 5 i TZ EXIST. COLLECTION a •l < d T5 VI 1q;5� MANHOLE #38 -/ RIM: PROPANE TANK TANK INV OUt: 0.23 OUL •/ -e v1"i /EXISTING DOWNSTREAM SIDE I'• OF SEWERLINE TO BE PLUGGED & ABANDONED UPON B DON 0 RECEIPT U fII OF PERMIT TOO OPERATE EXIST. POWER BOX 3 PROPOSED CONNECTION TO EXISTING 6 L=53 1' A=024 s PUMP STATION DETAIL rp rN=N64'55'5W N75 53 51' I I NOTE: PUMP STATION AS -BUILT INFORMATION PROVIDED BY CITY OF SOUTHPORT. CONTRACTOR TO FIELD VERIFY ACCURACY PRIOR TO CONSTRUCTION. 3/4' ALL -TREAD '. one P1Pc IfjyG iH CE Rao (cvT sRiBwr (PY) TG LPENGTH) OD 9EGA-LUG , STABUIZED WITHIN 15 WORKING DAYS. \E_ EHUTOH VALVE AT END Dr 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. LINE OR AT A TEE OR (Trot, A1, VALVE BOX BEND AND 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS PLAN VIEW TE MA4KE5'sEWER- PLAN PROVE TO BE LESS EFFECTIVE. 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. FUTURE FORCE MAIN STUBOUT ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. DETAIL S-18 MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND TEMPORARY TEMPORARY SUMMER GRASSING DETAIL OPERONCEATION EVERY BUT IN NO LESS THAN AND WITHINR24 HOURSOOFCING EVERYaHALFLINCH RAINFALL.NFL, EVERY WEEKING 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY SEEDING MIXTURE TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. RATE (Ile/acrW) THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING 1EMUGERMAN MILLET a THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. IN THE �RAND MOUsoS,SNALL-STEM ED SUNavGIR43S MY BE uAT A PATE OF LIBIACIFE. 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION SEEDING NOTES WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. MOUNTAINS - MAY IS -ILO. 15 PIEDMONT - MY 1-AUG. 15 DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER COASTAL PA -APR. 15-AUG. is DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS SOIL AMENDMENTS ONCE A WEEK AND AFTER EVERY RAIN EVENT. FOLLOW RECOYME/gATKNS A SOIL TESTS OR APPLY 2,000 LID/ACRE GROUND AGRICUL- 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS TURAL LIMESTONE D Z50 LB/,LORE 10-10-10 FERfILQEIt. FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF MULCH ACTIVITY ASSOCIATED WITH A SWALE. LB/ACRES AA STRAW ar MN ASPHALT, NETNG, 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. OR A MULC,ODDH OR A ATl DISKHOR TOOL A dsl( WITH BLADES SET NEARLY STRAIGHT Cµ BE TOO S SET THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST AS MUCH ANKH USE° A OLD" ANCHORING TOOL BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH MAINTENANCE FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC BEFERMIZE P GROWTH IS NOT FULLY ADEQUATE RESEED, REFERITInE D MACH IN - STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE ME MOELY FO LDMM EROSION OR OTHER DAMAGE. DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR Is DAMAGED. TEMPORARY FALL GRASSING DETAIL 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN SEEDING MIXTURE THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES RATE (Ile/acre) WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME 5- Rye (grain) 120 INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE SEEDING NOTES INSPECTED WEEKLY AND WILL BE KEPT CLEAN. 7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS MOUNTAINS - AUG. 15-DEC. 15 SAL PAN and PIEDMONT -AEG. 15-DEC 30 BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR SOIL AMENDMENTS REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF FOLLOW SOIL TESTS OR APPLY 2.DDO LB/ACRE GROUND AGRICULTURAL THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND LIMESTONE D 1.000 LB/ACRE 10-10-10 FERTILM. WILL BE KEPT CLEAN. 8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING MULCH TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT GW BE OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. USED As A MULCH ANCHORING Tod 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND MAINTENANCE INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. and damaged and• Tapdrus wHh SO b/ern in Marchrlifiz. of nit y to extendll, of nitrogen to temporary Dsyantl March. M it n n.. a KER ladmo 71 ; June 13, ornsed with 50 Ile/ecru KOG (P'Iadmont and! Coaetal Plain) or Korean (Nountalns) leepedeza in late February or early March. LATE WINTER & EARLY SPRING SPRING -SUMMER FALL -WINTER TEMPORARY GRASSING DETAIL PERMANENT GRASSING DETAIL PERMANENT GRASSING DETAIL SEEDING MIXTURE SEEDING MIXTURE SPMES RATE (Ib/zint) DES. RATE (b/amW) SEEDING MIXTURE Rye (grain) 120 BsLLsym¢ RATE (Ile/acTa) Pied leepedeza (Kobe in PiedCOMMON 10 Piedmont and Coastal Plain, GERMµ MILLET 10 TALLRCU FEE (BIEtD OF TWO OR THREE YPROAD VARIETIES) 200 Korean in Mountains) 50 TALL FESCUE 50 WE (GRAN) 25 Omit annual leepedempnry za when duration of leocover 4 not to extend beyond Jane' SEEDING DATES SEEDING NOTES SEEDING DATES: 1. WHERE A NEAT APPEARANCE B DESIRE, DATE SBBCFA APRIL AUGUST DECEMBER 2. USE COMMON BERIAYDRA55 ONLY ON MATED SIRES WHERE IT CANNOT SE- Mountains - Above 2500 R: Feb. 15-May 15 RIME A REST. eautuDAGRAS5 MY BE REPLACED WITH 5 Ib/oars CENTIPEDEGMSS SOIL AMENDMENTS Below 2500 it: Feb. 1-May 1 Piedmont - Jan. 1-May 1 Coastal Pbin -Dec. 1-Apr. 15 SEEDING DATES OR NSANDY �) AN b/xn APPLY UGROUND 4AIWI OILOWER 011RAL LIMESTONE (USE THE RITE ON SOIL AMENDMENTS APRIL I - JULY 15 1,000 lb/eve 10-10-10 FERnUZ Follow recommendations of Will tests or apppp 2.DDO Ib/.. ground aglicul- SOIL AMENDMENTS MULCH Loral limestone and 750 Ib/acre 10-10-10 1erUlize, APPLY U4E µD FRU MJM ACCORDING TO SOR TESTS, OR APPLY 3,00D b/den APPLY 4DOD D azro GRAIN $TRW OR EOUNALENT DOM OF ANOTHER SUITABLE GROUND MaRICULIURE LIMESTONE AMO Soo b/ads lo-lo-10 FLRTUBI YIRDH. STRAW BY TACKING WITH ASPHALT. RATING, OR NETTING OR BY CRIMP - MULCH MULCH WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN MULCH BE USED AS A MULCH ANCHORING TOOL APPLY 4,000 LB/ACRE STOW. ANCHOR STOW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE APPLY ecru CRAM SIRAWOR ECMALFIR CWFR OF DIRER SIRTIBIE USED AS A MULCH ANCHORING TOOL MULCH, BY TACKING WITH ASPHALT, MWM. OR ME� OR BY DAMPING MIN AA MILaI MCHMNG TOOL A DISK WAIT BLADES SET NEARLY SMNCR DAN BE MAINTENANCE USED AS A MULCH AW-HOPNG TOOL MAINTENANCE JAN NITROGEN N12- 8, ACCORDING TO SOIL TESTS OR A -PLY 40 VEMBER MAINTENANCE FROM Aocre ORFEBRUM'. 40 Ill N SEPTEMBER AMID 40 Ile N NOTILIZE ReferUlbs N growth b not fullyad oats. Reseed. MerllOx• and mulch im- M mediotey following erosion or heradamage. RUMMUZE THE FIXLOYNG APRR- WITH SO b//°as NfIRO(AA REPEAT AS fAtOwfH 16-4-8, OR SMEAR TURF FERTILIZER. AVOID FERTILIZER APPl1GTONS CURING WARM WEATHER, AS MIS INCREASES STND LOBSES TO DISEASE RESEED. FERMI¢ D MULCH Dk%WM AREAS IMMEDIATELY, MOW TO A HEIGHT OF 2.5-3.5 INCHES REQUIRES. MY BE MOVED ONLY ONCE AYE%( WHERE A NEAT APPF7 5 DESIRED. OMIT SERICFA AND MOW AS OFTEN AS NEEDED. AS NEEDED. LINE, COATED STEEL. BAND OR STAINLESS STEEL CASING SPACES AS SPECIFIED ROADWAY R s L, PAVEMENT m 36" MIN. 3' MIN. I EXTEND CASING TO DITCH RACECOURSE RESTRAINED 36• MIN. N LUTE SEC110N Dft 0' BEYOND JJINUTYP) r EDGE OF PAIEMENT, NHICHEVER IS GREA ER f. 2'-0" 7�0" I 9'-0" 7-0" 2'-0" 0.25" MIN. THICKNESS STEEL CASING ON IRON PIPE (RESTRAINED JOINTS 18' JOINT OF D.I. FOR PRESSURE PIPE) NOTE: 1. ALL PIPELINES LARGER THAN 6' NOMINAL INSIDE DIAMETER INSTALLED BY BORING AND JACKING SHALL BE INSTALLED WTH STEEL ENCASEMENT (0.250" MIN. THICKNESS.) 2. ENDS OF CASING SHALL BE SEALED USING A MODEL AC PULL-QY END SEAL GASKET, AS MANUFACTuRCD BY ADVANCE PRODUCT SYSTEMS, INC., OR ARRIVED EQUAL IN LIEU OF MASONRY FILE. 3. STEEL CASING SHALL EXTEND A MINIMUM OF 3' BEYOND BACK OF CURB, SIDEWALK, OR PAVEMENT EDGE. FOR STRIP PAVED STREETS, CASING SHALL EXTEND TO BACKSLOPE OF DITCH IN CUT SECTIONS OR TO 10- BEYOND EDGE OF PAVEMENT, WHICHEVER IS GREATER. 4. MEN CARRIER PIPE IS USED FOR COVETING LIQUID FLAMMABLE SUBSTANCES VEIN`. PIPES SHALL BE PROVIDED FROM ENDS OF CASING TO PROPERTY UNE. 5. CASING PIPE SECTOR JOINTS SHALL BE WELDED COMPLETELY AROUND THE CIRCUMFERENCE OF EACH JOINT, NO GAPS IN WELDED BEAD ALLOWED. JACK AND BORE FOR ROADWAYS DETAIL WS-6 NDTES: PIPING CON9GURATIN TO BE USED ON ALL DROPS OVER 30 SEHNCE LINE MAY NOT ENTER MANHOLE THROUGH CCNE SECTION OR ANY JOINT STAINLESS STEEL STRAPPING SHALL BE NON L'111N 1" WIDE BY1/8" THICK AND ATTACHED SRINKI TO TEEM NHG A L WITH GROUTOSH. STAINLESS SELL MAS.NNY ANCHORS NON FOR INTERIOR STRAPPNC '1F DROP SHRINK PFIT(SEE DETAIL C 4A) GRDO1' T 3" MAX -PVC OR DUCTILE IRON PIPE DOMSPCUT MANHOLE STEEL sTR;Ps WAL, V�NTOLE O S O.C. Mr1% WALL 6, S 0 BEND E RECTED TODOWNSTREAM .TOY INSIDE DROPPIPING FOR MANHOLE DETAIL S-7 CONORLIE METEHHOX TRAFFIC RATED W TOP STAMPED -SEWER' 4 � I�: GAMLLAIK ING(MAX MITT) W' L OCKABI E CAP 11 B PLUG VALVE TIF % FIP1) ADAPTER ROLUP JOINT , OR RJ X MIPH 6- OF ORAVEI. BEDDING v BEND jI CONCRETE GLOCMINfJ "-'---- a 4 BEN" CONCRETE BIOGKINO END OF LINE PRESSURE SEWER CLEANOUT DOWNSPOUT OPEN ENO - CROSS STAIUFSS STEEL 0AAPS D 3' TRMAX (SIT F'ETAIL 5-4A ) 9C EIFNL INVERT d e MANHOLE HOTTER - FLOW CHANNEL CHANNEL 112 MINICIE STEPS Al PREcnsr unNHGLf SECIGN "A A' NOTE N. 10410 AT AL INENI :xmNGI CAN B L1117 I" "!'A 1 V iH0_PSE USE 1^11 0DADES I= Di 1tEATER, EACH JOINT PEE VCR i UGH VFTO T' M II A mA,nCii -P .,- SH4LL zA.E A I'Kk_T Aal AR. PLANT TYPICAL MANHOLE INVERTS DETAIL S-9 WALL 1IDTR3 (EYND WE . -Ei NIA ' R<' N •AvwTr rar-rear OR n--xA I," A caw X.,; 1= 41 m Br 111%XFO( s1v r W3G L 'IHI -ifN t,cl,'LNN ..IMV 11 IT.. TcBE 'AETER Luse xl In LR ns J - RM ITS I' OUI ni W Iu H L ARANAL SH L.XY ] Or, BE, y S l .LL MN C,,% .EA , C RUII.UNT Gm �A'G' uA Lr .nWGD P" @ BON, M L C AM-BL.A4. PO. N CTF. 1rR/NA11 ;DIP) . 1. J'.[ l ADB RCB M Cn LA w UP .A_ C!a- a, o. XTROV Y.4 DITCH AND/OR STORM DRAIN CROSSING �O E;. 1 40 DID ._1 M. A WC C DOTER xAl :1<LL 'L ,LNIDNe vinR. s __ L A u0L Clsl la '1 T CY i`!, [IFrl T nIF 'ALnR VL. Brx: C4 _R LINE OFFSETS BETWEEN WATER/SEWER N(' F PRESSURE MAIN AND STORM DRAIN COR SIOI- •ROINI 1 SEWER CROSSING ABOVE WATER LINE SEWER OFFSETS ABOVE AND BELOW WATER MAINS PIPE OFFSETS DETAIL G-1 STEEL POST WIRE FABRIC FILTER FABRIC NOTES.` 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WHp AND SHALL MYE A MIN. OF SIX LINE WIRES WITH 12 STAY SPRANG. 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF 36" IN MDTN. FABRIC SHALL BE FASTENED ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE ENGINEER. 3. STEEL POST SHALL BE 5•-0" N HEOAR D BE OF THE SELF -FASTENER STEEL ANGLE TYPE AMPORARY SILT FENCE TER TIP W JOINTS OR P P_ In 1 BE 111- L P IN IHJL. N SEA I06 SMOOTH, LGNjY 'F"-Is eE.`M%i5 DIA OPEN 1-1" OIES AT SO'. O A 00 ; M01,00 O sO , fWF O CO 0 0 \-RINGS SHALL BE 60I.1ED DOWN 0 9R CAST M1i E VATED MT TOPS 2-5/V DW I A.N. Ss S ID S1FE1. HW L,FLES BAR GASN[T IN VER iICAT FACE CF LOVER N01T. SEWIRODAUS NOT f REQUIRED N APPIICAVCNWATERTIGHTWATiILFR ID I/4 I SECTION A -A 'I WATERTIGHRT MANHOLE RING AND COVER DETAIL S-3 Nr.MM, L I I[ MP MUN J$W [ S TIN E - 4ihA E P "R E ,Oki 4 1 E EXARS- L TERl 5 Fri .aNr E] A,_,At S N P ,'AN AAIIN II- 1 Mil RR A MINI C - 1 CM E rN I]E Cr THE C ]=S'NG CQ--l'M1" N Ill.q ('_I 1_ "IAl (IJIII 11 M 1E E O CEN-TINE P" _ J� un s-c.E a>DNc-� SEWER CROSSING BELOW WATER LINE `\ ROW SECTION A OE'AIL AIL 1 ?n , I vE-- 1 - 23 3/• 1�: nc..n FIiP1AL STANDARD MANHOLE RING AND COVER DETAIL S-2 PRE-CASI CONCRETE : RING ✓ Lv,MPs STEPS @ 16" G,G, LEXDSlE RUBBER 300E VN SST CLAMP VA'. a_ .11 I'S TRADE GNAT ,.5 i:x. -..I w.nEv `:Tcx - � r ;P. cmrnrzanov s�� oov An ;,? au� NA110.E SLATY' I� T \ AI L. / "I EI 11A / I / NIti lY (1-1 / .1SW IT 1 in M1) Y A' s J SVC: W I'll IE arc 12 o E 6 -11 m -wni vn IO_ a .a_ r rm Orel BOB Q;v =RCFG4S IK_Y: MOUTH PPLAN1... I ! CVl ri Y 0 AL -i_N1I :.NIL:IUE i' N 1 2 IS NHY1 All a Uso nEE. .. STANDARD MANHOLE AND AIR RELEASE VALVE DETAIL WS-2 NON-NCDOT R/W .1111rt SIX .A srmau Vn. e4>.v{a 110E -=TOE A tlN C'-OF,N 1 LX nNVY B 10-11 G r M1F:VN NYC- xi - W - - I 1-- . A z OORNTCN EN, - - INUIN M LIH IN IIDTE_. 0Y- .tl A J'1"I ::]YFC ON n -N .lT, L..I Y,..NLY.\. .uvAEe:�. 1 1S S11 z s .- v -E' s-n_ a vs[D OFFSET AIR RELEASE AND VALVE MANHOLE DETAIL G-3 NCDOT R/W INSTALLATION CAST IRON FRAME & COVER PER STD, PA'C, SECURED WITH - MORTAR. TOP SHALL BE FLUSH. WITH STREETS, WALKS. OR RESIDENTIAL AREAS, 1 - SEWER GUARD INSET (SEE NOTE 14) o°oO°OaO°` ENTRIC ECC CONE RISER 9N+MOR MIN 20 MIL COAL TAR EPDXY OR OTHER APPROVED "DATING PER SPECIFICATIONS 4'-0" MIN " 5 @ 0" WITH MIN. INSIDE DROP v �-lY. >IIN. GRADE ExrwE^ BASE]Oa°Oo°o2,Uo°a°Oa°aaoSo 6' K 6" MIN. EXTENDED FOOTLING EXIST. STABLE ANC/OR WE'.L l �.., GCWI�AC.I€D SCBGRApE SET MANHOLE ON MIN. s" y57 GpustsE; smJee aAs= PRECAST CONCRETE MANHOLE DETAIL S-1 Ti NOTE: ALL PARTS SHALL BE STAINLESS STEEL DROP PIPE STRAP DETAIL S-4A AREAAGAINST PIPE UNDISTURBED SOIL 2" x x 1.2• 6" 1•d"x 1'3• 8" 1'So, x1'-0' t1. 2'-2"x 2-2• 12" 2'-B' x2l' TV TO HOLD FIRMLY IN PLACE TER TIGHTEN) PLACE 20 GA. GALV. SHEET BETWEEN PLUG AND BLOCKING 90- BE BEE a 4 p PLUGGED END OF PIPE OR FITTING AREAAGAINST PIPE UNDISTURBED SOIL 2" 1'-0' 4" 1'-Y' x B' 11AY 8" 1'-0" 12" 2'-8'xYb" NOTES AREA IN PIPE UNDISTURBED SdL 2" 4" 1`0 R. 1'3" x 1'3' W VOW x 2'-0' 1O' 2-6'z2•o" I 12" 3'-0'x3'-0" //.T 111 µLE R- =RCACE TPIALe51 s eEL 'S i , a V -H. I I I ,W ^� - ..eel 41111OU GALL '\ 9isli iNC V a-r Mlc. V M 10 STEP= 3 ( IUL Fil A TLV CLA1IIATC JR SALI WM Wu-PI:,01.11DCAW , INIT. I-4 CITE AK�1 [l N P. SE IY TX EHTa a WALLPARI EC LM,1:) S KINDLED ER Nnl' A A IT s= ,F. PN. : N.,, Xl0, -(uY S ML[\V AI' A_ VLLIL: 3 YkVAI IIIIKIR I'E HL IICU :] a '=TC"C TO DC XTO } V[ 3 N I=_ P .c a' Cr. '5-. ANl TIRE, S O ALERT :A :All. EIL .£VL RPE ITT MWH] E L TOSI0[ T S LL KS� En �siCF L. IN ^n , PH M, iAR U CY IN. LRO .1 I MORE) .1 v li. _ ..a [) RED' M VILHS;CGS-'A.10, NO AL I4 ININAI -MIrCMAn: CCYBINXL L VR ISIG Mnl sea v9x`0 ncsc.UN. ]L-,xr1N :-. CUJILAIti. /l' S LIGI, " 'TAN. AS i CUII I' C-DIN C S:CV`: C 61GLN,nY SEA GM_a:< 1'aF IT R NO,O „NA� MIFI SA`nsBA, aIH " � Y,:le -=Rf,VD: iR,AN CR i C1, FOR i I.V➢II/rva PNV .i1 rv1-U: ) CD'APACILC IC,� ":ISO Star -;CPI( STONE TO 4 ", 1 AeRB OF "E PLs <' CR s. W CEV R IS AKATEU I. PRECAST CONCRETE MANHOLES SHALL MEET OR EXCEED TBE REQUIREMENTS OF ASTM C 478, ALL SURFACES SHALL BE SMOOTH AND EVEN TEXTURED WITH A MINIMUM OF TONEYCOMR, FIN, AND OTHER IMPERFECOON9, 2 JOINTS BETWEEN MANHOLE SECTIONS SHALT. BE SEALED WATERTIGHT USING EITHER O-R4NG GASKETS CONFORMING WITH ASTM C 443 OR BUTYL RES!N CONFORMING WITH AASHTO V-198. ADD INTERIOR HCH SOLIDS BOXY PROTECTIVE COATING FOR ALL MANHOLES RECEIVING DISCHARGE FROM FORCE MAINS. 1, ADD INIERIOR HIGH SOLIDS EPDXY PRORTCTION COATING TOO ALL MANHOLES RECEIVING DISCHARGE F2 TI FORCE MAINS PER BOLES FOR CONNECTION ION OF SPECIFICATIONS MANHE SHALL 4 NN . N OF PIPE TO HOLE SHALL NOT EX HOLES FOR CO EC O PRECAST IA CORED DIPS B k OF THAN SHALL NOT EXCEED OUTSIDE DIAMETER OR PIPE BY MORE TPAN 3 INCHES i WATERTIGHT NS CT PIPE TO MANHOLE TORS CO MADE ASM CICHP USING RESILIENT CONNECTORS CONFORMING IN P,MINO TC ASTM C 923 OR NEOPRENE BOOTS COMPRESSION B N PRECAS- BASE WDELEI SEATS SS STEEL COMPRESSION BANDS. 6, MANHOLE R MANHOLES S SHALL ErLAY 01 PR CA T, VO CRICK P,PA MORTAR, CR THFORMAY UE PRECAST, MONOsiHiC SECTIONS WITH INVERTS ]. 'MET HOLES SHALL BE PLUGGED AND FILLED FLUSH WTPi MORTAR. ALL BRICK AND MORTAR HAT. RECEIVE A l 2" MTlRTAR B L S L L E E % PARE COAT ON INSIDE AND OUTSIDE 9. ALL SPACE BEPIPE AND OPENINGINSIDEOf MANHOLE TO BE GROUTED VRTAM H TYPE S MORTAR C. SEWN MAIN PENDTRAT'IONS AND/OR SERVICE LATERAL PENETRATIONS ENTERING AT 30' OR LESS ABOVE .HE (MANHOLE BENCH SHALL HAVE A SLID ONSTRUClZD OF BRICK AND MORTAR(EEE DETAIL) 11, A,L PENETRATIONS ENTERING MANHOLE AS GREATER THAN 30 STALL BE AN INSIDE CROP MANHOLE (SEE DETAIL). 12 INSIDE DROP MANHOLE SHALL BE 5 DIAMETER MANHOIFS. 13. SANITARY SEWER MANHOLES SHALL BE COATED WITH COAL TAR EPDXY 20 MILS THROUGHOUT THE INSIDE OF THE MANHOLE. 14., .ALL MANHOLES SHALL HAW A SEATS CUARD INSERT INSTALLED - PLASTIC IS ALLOWED IN NON -TRAFFIC AREAS - STAINLESS STEP_ INSERT PANS ARE REQUIRED IN TRAFFIC AREAS TOP LAYER TO BE REPLACED W/APPROVED SANG BACKFILL -F '' +. ''•''4-' ;•?sBen BACKFILL & TAMP IN 6' LIFTS INCLUDE NO MATERIAL TEiI, 1 THAN 4' DIA. (95%MATERIAL COMPACT 30" MIN '/. PER STE. PROCTOR ASTM D 6 ) SELECT BACKFILL AND TAMP IN 4" LAYERS TAMPED UNDER PIPE HAUNCHES AR` T TRACER LIRE \TRENCH TO BE MDER THAN PIPE DIAMETET ER UNPAVED ROADWAY BEDDING DETAIL TUTS 45- BEND 22 1/2- BEND AREAAGAINST PIPE UNDISTURBED SOIL 4• 1'-0' x 1'-0' fY 2'-3'x2'3" NOTE'. PIPING LESS THAN 2" IN DIAMETER SHALL HAVE THE SAME REQUIREMENTS AS 2" DIAMETER PIPE CONCRETE THRUST BLOCKING NOT TO SCALE AREA AGAINST PIPE UNDISTURBED SOIL 2" 8" '-0" x 11'4 8" 1'-2" x 1'-2: 10: O' 1'-0" x 1'4T" 12" 1'3" x 1'3" EUST BLOCKING SHALL ONLY BE USED NO E. _g� MkCgU. PR T SLOCRIN FEB 14 2m REVISIONS z W 1r-WO V ) W� �i a O U V H Z Q IIessessI z H a z z A � O zIIlessesessil U 1� a �z O is V 0 wCo t V W ° co 7W �U Z O co �q O DO LD U rrnn �-I V FF--O� I a Z _R_3 F-I LID (� U cor,US W- r••1 •• rN r, W O O C) �/�1 T�q w 0 (3)1-4 4 G U r N F--1 S 0 o N -14F, f� C \SSxA'C N 1 Cr` o C / S E A L 17374 Nv, GREGO "":,. //(III IIIIW DATE 02-02-12 DESIGN PGT DRAWN EJW C19 SHEET 20 OF 21 11023 NOTES 1.-APPING SADDLES ARE NOT ALLOWED MEN CONNECTING, MAIN DIAMETER IS COX OR LARGER THAN EXISTING MAIN TO BE TAPPED- 2 USE 316 STAINLESS STEEL MUEILER TAPPING SLEEWC FCR TAP SIZES 4' - 24'. 3. USE J16 RAINLESS STEEL TAPPING SLEEVES ' DRESSER, CASCADE, AND JCM fOR TAPS ON MAINS 30" AID GREATER. a. AL 1ARDWARF NBOTTS, NUTS, LIGG FOR ALL TAPPING STFc ES SHALL BE 316 STAINLESS STEEL S DEPTH FROM 3EOJYD SURFACE TO TOP CF BOC%ING SHALL BE GREATER U44 uPIICHT DF BLOCKING. - - N.a. WITH RESTRAININv GLAND OTAPPING VALVE ANN SERIES 25 aR EQUAL FLANGE JOINT M.J. TAPPING SLEEVE - Ir-STANDARD TRUST BLOCK TAPPING SLEEVE & VALVE ASSEMBLY DETAIL WS-17 18" MIN ELECTRONIC MARKER BALL, TYP 0 EFTS SECTION NITS ELECTRONIC MARKER BALL PLACEMENT DETAIL MIN HAD. All 10 EF2N0 WISOE IF A&W BOX, BEND ENDS OWR US BE VAA BOX BEFORE INSTALLxO HIS TEE, PATH MARKING: PLACE TEE OR CROSS IMARKERS ADJACENT TO ELECTRONIC LATERAL OR ABOVE GROUND LANDMARKS MARKER LATERAL SUCH AS TELEPHONE POLES, TAKE, •'`'I ! MUST MAINTAIN LINE OF J SIGHT BETWEEN POINTS. • • ACCESS POINT UTILITY GAS • —p • • CROSSING �� RAILROAD GROSSING Np1F PRONCf TRADER MRE ON ALL NM-FRIOUR fl EDDIE 2 ISMAN ME NOT RUMORED EXPIRE BOARDIPLATOR NALAS 11 TO STOPPED LOYJER Al- 1 ,M" EC T pEhE TAPE NOTES NRAP LD AROUND TRIEDoa i. TAPPING SADDLES ARE NOT ALLOWED MEN CONNECTING MAIN ~ IIT MAX, pIF. AMETER IS GOA OR LARGER THAN PAUSING MAIN CO BE TAPPED. 2 JSL PP TAPPING SADDLES BY ABACO, US PIPE, ON [DEAL , PER BRUNSWICK COUNTY 7CHNICA. SPEGFICAPONS 3. ALL TAINTS NUTS ETC) FOR ALL TAPPING SADDLESM.J - . WITS RES'RAMING GLAND BE 316 SHALLL BE 316 STAINLESS STEEL. NOTE: 4. DE E PTx FROM GROUND SURFACE r0 TOP CF BLOCKING SNALL 3 TRACER WIRE AT VALVES E I.E. aEOUIREO LATER THAN HBclr of BLOCKING DETAIL WS-13 Arvc W -SLUE Q O TAPPING VALVE AMR SERIES 25 OR EQUAL RECLAIME 1fR-PURPLE OR LEPER NPT PURPLE STRIPE FLANGE JOINT - DUCTILE IRON TAPPING SADDLE fti a STIFIESS 4s I ' , °. • SIANDARD HRUST BLOC( D. TAPPING SADDLES & VALVE ASSEMBLY DETAIL WS-19 L0 L0 II ILn 2 0� } Ln 0.02 JWVirtue] Polymer Compounds, LLC 104781Gd, Rd., MedlDe, NY 14103 (585) 735-9668 DRAWING 6" Parshall Flume NOMINAL OPEN CUT PIPE SIDE (INGU F`;) NOMINAL HOPE DOE LED 1 PIPE SIZE (NC ES} --.8--_- _10 0 1' I 12 16 16 ZD IB 44 2O - 24 - 0 36 WIDE RING DETAIL (NO CONCRETE HOPE r PIPE rCOPY ANCHOR -RING DIAMETER pPE_ i PIPE DIRECTIONAL DRILL DETAIL WS-4(A) (THRUST BLOCK Ay/}� Virtual Polymer Compounds, LLC �[l.. 104]8 Rid a Rd., MediDa,NY 14I03 585 735-9666 DRAW NG H2O Meterina Manhole 6" Parshall STANDARD MANHOLE .I. 5.0E 16' FLANGE WITH 4' DIAMETER HOLE AND 4' BLIND FLANGE PLAN SET COLLAR 1' ABOVE FINISHED NON-TRAFFlC FNISUED GRADE TWO (2) RINGS OF NO 3 REBAK C8 ONE (p RING I HAD NEW CONCRETE. 3" PRECAST CONCRETE VALVE BOX COLLAR DETAIL WS-16 I. MIS OETAF IS A EFNFAAI SARI IIL 9ARMNC ANCEIGN VALW HANCIMS AND AW ASUBER.1 3. N, LOCATM OF,%A`NF"MNQS SNAG BE COORGINARD OFFS XWERAMON PAN, AML MM MAN YARAAL ANB NEMW RP OSMACRE"BAC AS, 3' MIN. 16" DUCTILE IRON PIPE 3' MIN, 16'1 REDUCER 12' vHLAt LucAll NS FOR DIRECTIONAL DRILL OF PIPE UND R WETLANDS/WATER BODY DETAIL WS-5 12' DUCTILE • WATER CROSSING • CHANGE IN PIPE CAPPED DIAMETER PLUGGED ES�RNGE IN CASING ENDS PIPE TYP DIP PVC • TOP PLAN NITS ELECTRONIC MARKER BALL PLACEMENT DETAIL TOP OF VALVE BOX LEVEL W/COLLAR TO 112" RECESS 9 FLAIL.-V1(•W CROSS SECTION NI SHAPE 8FE F NFS CN P12 SI'G TF OR CR=AR SEA R ANCHORrD SGD SI" DEEPECOI AFO. MININLM t [DISCRETE C(II A4 PFk PPP- (TINT ACfI TA CNffXI AND MAY R= SECURED IRFD F FY FV,^.INFR. • ANTI —SEEPAGE COLLAR DETAIL WS-8 • PEI VALVE EGA rn 3000 P51 CONCRETE -� WITH FIBERMESH SECTION A -A WCENVED OR BATE MARNFD CN CGJ=R PH NLT,U BOX ' CONCRETE 'YHE BOX ' OCULAR M OCULAR MAY BE O:'IT1E3 a IN fM1`l_C PEGT[h.S )` EY,ADL IS BE LSIABL194D PJ CAST IRON COVET ALLOW FOR DRAN]CE AWAY FROM T Cf.VL'.RF'= f.FM I <R F nISHlD WAD= 2C. SEE OOATE WIRE -C EXTRA CUTSC--= YEE .: VAL'AS SEX, TEN) [NJS Cl4R -F G='VALUE BOX BEFORE .. \ ASIAwNG LID 1.4E FA ^.N APlid"LD dmq BRICK JIGGER rACT1 HCF CIF :(al\T Pf[-, CAST VALY3 30% AD 'SCREW PP=" b AG/ 24'A- "C'1E BEDDING UNDER •\ 1V,/ 2i" "C _C EXIENSCV C BST , -CAW .Ji S — 12 12 GA- STRANDED a5 SNOA4N A ON -ANH P_AVS RFI RESTRAINT INACLI( WJJ.,(IP; '� (MECALUGG/GRIP (REQUIRED OPP AIN (SE- GORE 5; RINGS £CORED) I CAC I SCE c V.ALHI - + III— - `__OCL_ RESTRAINT III— SOLAFO A P1 CCF "BOAC (BRAD INTO ONE VAIN I I I 'L/ TIE )JAMS REOUIP.EC IFT&T� —GONG SUPPORT EACH 5 BE OF VAL'v£; EMS) -GR iC' a6C . LA L LARGER YA6£S YF "CND SUPPORT; PRCCAST ] OWS MAY RF USED FOR FSR THAN OVN AFf (RIGHTS JN IPJNS MAY REWIRE PEOIPOYAL F STRAINT_S) NGTF.. 1. SL IYILI L II GO AND OCKI I,AInA1Nl 6E AL -UP VALI A S HA 1,IS a POP J AALX_ TOX IVD DOLLAR SHALL TL .IVIES PL N I CAT SLNL! IF, 'JI?pa IBt _cJ-AIMLU WI ANC RIIF FOR AVATCRL ._ FzirNI STFV OF IR OIRUD TO.P WHEN 2 FT- CBSTEF SLR A: IF CUTBACKS KILT IE THEN5OF - tlELJ ON US EXILNI :HA_L BE FiHM N n Y Al LACFL) IJ VALVE NO AND SHALL BE YROu1D C LASH NCFfl?CNTAI SPACERS FCR VFRTICA X"OXVFNT -A THIN -H- AM IT FIX, 4 MINIMJN Cl FMAVCF TC PST NEW K 4" :. W2' GUORS RFOJRFI. PREFER CIR°N/WA.T°R 31UFIR=CIAIMPC• WATER PURSUE OR CRFN WITH PORDIF STRIP - VALVE BOX DETAIL WS-9 E°LE I 2'0 ST414P3C BRONZE INSERT NTH -iPE 'WAIEP N SEAL, -- H 'LANE •) N T DISTANC=, & CIRF TORN O .AI AT 91 LSS HeiKI 0 HE IVSIAL ED UYR`HI W11H He \ C TA'T FAY NG TV- NEAREST STREET. 4' IG MY CAST GIR II ANT DIPTAVC MLni ED FTSCH ) OR STAM'FI N 0 POST5- LPTC T E 3R'ENSE NSERT R/W 3. ORE POST TO B= INSTALLED FOR EACH `iALYE LOCATED I).. -STD- OF THE PAVEMENT. 4. ET CS5 POST -0 BE IVS74L ED AT TEE RIGHT 0= WAY. s. NO POST TECURED -OR THE IIYCRA`T ISOLATION 2' MININI.IA S YP I 4 B" 'JAL'i- BOX B, _C`iLH T) FIN SHE) GRACE -7-1/2' MIN / IN UN-'XMI AULA5 AA ' If I 1S"'8' NONINAI CCNJ,E E ENCASE Al- DURK` AT OPEC PSI--� _ VALVE MARKER IN RIGHT OF WAY (PAVED) DETAIL WS-11 DISTANCE TO BE APPROVED BY COUNTY BORE PIT SECTION "A" NII h .. NARNFR HAS NIGH IMPACT RFS $TAN CF A TC CA FIFAIR AIO WD - AI SL{-ACAS 4Hh PNCv'll]-Il FCH AN" 1FGA DNIl AIIOV BE AI). •) NAY NF i)UIH- A SIAA )ILO FC F IN f.FN .41N SOI C:M ;I ICN1 NYDHA In51AI AIIOV. v A CNL PCSI 0 Bc INSIA.-LLD FOR LACH VANE _OQ41L) OJISNE 0- HE 'AVhM-N A L -LVIINESS 'O51 IC BE IN5IAL_LJ A I-E RIoHI OF 'WAY, -NO POSI HEGUIRcD FOR HFc HYUBM\I CULA ION VALIALS, y F M M 5 Mln N E E R �BAIER01 VAI OF '•ER Fux Azle, IXSEWED.-/ S VALVE MARKER IN EASEMENTS (UNPAVED) DETAIL WS-10 MIN 2' TO -4� 6" VIy DEAREST — 71 6 U U U Gi. p SO U CONCRETE ENCASED PIPE DETAIL WS-12 NOTE 3 SEE NOTE 4 (TYPICAL EACH END) 10' MAX SPACING FOR �J DEPTH MEASUREMENT I PAVED ROADWAY OF . • . . KI I 'ti NOTE 1 NOTE 1 0r• BORE PIT E, �- /-PIPE EEL 2YJC PC GONGAIL (MIN; 4 IS NOR I. M SRP.D'S C '9° i 6" LnDISllJWFD =MAID BE A REPO CONCRETE ENCASEMENT DETAIL EXIST GRADE �R `-DRILL MACHINE �e AND RODS SELF -RESTRAINED FI ADAPTERS, NATIONAL CABLES, WTR/ SWR CABLES, WTR/ SWR OPEN CUT PIPE SANITATION FOUNDATION (NSF) APPROVED FOR LINES, TYP LINES, TYR POTABLE WATER WITH STAINLESS STEEL SLEEVE INSERTS AS MANUFACTURED BY JCM OR ASSEMBLY APPROVED EQUAL, ADAPTER BY CENTRAL, HORIZONTAL DIRECTIONALLY DRILLED PIPE HDPE/MJ TRANSITION DRISCO, FIFE OR APPROVED EQUAL; ADAPTERS (CLASS 350 DIP, HOPE DR9 OR FUSIBLE PVC (SEE DETAIL G-8) VALVE -GATE OR TO BE SDR 11 DR 9TYP BOTH ENDS). SEE (DR18); SEE SIZING CHART) BUTTERFLY, PER HDPE/MJ TRANSITION ASSEMBLY BRUNSWICK COUNTY TECHNICAL SPECIFICATIONS SEE DETAIL ONLY IF SHOWN ON PLAN PONTSHEETS OR AT THE CONCRETE "ISOLATION" THRUST -BLOCK DISCRETION OF BRUNSWICK NOTES: COUNTY PIPE CONNECTION 12• GATE VALVE (SEE DETAIL) AND BOX (SEE DETAIL) PIPE 12" 45' BEND WITH BLOCKING 12' DUCTILE IRON IllillININ 12" FORCEMAN PIPE WITH BLOCKING BEND LJ u WITH BLOCKING 8' FORCEMAN 8'X12' TEE 12' DUCTILE IRON PIPE 1. AN AS -BUILT PROFILE AND PLAN SHALL BE PROVIDED FROM ENTRY TO EXIT FOR EACH DIRECTIONAL BORE SECTION BY THE DIRECTIONAL BORE CONTRACTOR. THIS SHALL INCLUDE ACCURATE HORIZONTAL AND VERTICAL DIMENSIONS AND SHALL MEET OR EXCEED ° NCDOT VERTICAL REQUIREMENTS FROM HDD PIPE TO EDGE OF PAVEMENT. M-J ADAPTER BELL & SPIGOT JOINT 2 ALL BORE SECTIONS SHALL BE HYDROSTATICALLY TESTED PER COUNTY STANDARDS El 20' MINIMUM AFTER INSTALLATION, WHICH IS PRIOR TO CONNECTION TO THE MAIN PROJECT WATER/SEWER LINE. ANCE VARIES ;:.OR AS BY A FINAL TEST WiLL BE A PART OF THE TOTAL MAIN LINE SYSTEM TEST. BRUNSWICKROVED COUNTY 3.. LENGTH OF CROSSING, LOCATION OF INSPECTION/OBSERVATION EXCAVATION, NUMBER OF 0 PE PIPE JOINTS, LOCATION OF DRILL MACHINE, AUGER ENTRANCE LOCATION AND TIE-IN 0 0 POINTS ARE TO BE APPROVED BY COUNTY PRIOR TO ANY START OF WORK. ° O G 4. ON CONVENTIONAL HIGHWAYS, AS A MINIMUM, THE HDD PIPE SHALL EXTEND TO THE ° O e SHOULDER BREAK OR 10 FEET BEYOND THE EDGE OF PAVEMENT ON FILL SLOPES, WHICHEVER IS GREATER; 3 FEET BEYOND THE DITCH LINE IN CUTS; AND ON CURBED D.I. RESTRAINED JOINT SECTIONS TO THE BACK OF THE SIDEWALK AREA. ON FREEWAYS, EXPRESSWAYS, AND OTHER CONTROLLED ACCESS HIGHWAYS, THE HDD PIPE WILL BE REQUIRED TO EXTEND TO THE ACCESS CONTROL LINES, TO THE OUTSIDE OF FRONTAGE ROADS, OR A SUFFICIENT HOPE PIPE METAL DUCTILE IRON PIPE DISTANCE TO ALLOW FOR FUTURE HIGHWAY IMPROVEMENTS, OR AS REQUIRED BY THE NCDOT ENCROACHMENT AGREEMENT. 5. THE BORE DEVELOPED FOR THE DIRECTIONALLY DRILLED PIPE SHALL BE KEPT AT A HDPE ANCHOR -RING TRANSFERS EXPANSION MINIMUM DIAMETER FOR THE PIPE INSTALLATION. THE AUGER HEAD SIZE SHALL BE AND CONTRACTION FORCE INTO CONCRETE APPROVED BY THE COUNTY PRIOR TO THE START OF WORK. BLOCK WHICH TRANSFERS IT INTO THE SOIL WiTH THE ASSEMBLY REMAINING STATIONARY. 6. HORIZONTAL DIRECTIONAL DRILL OF NCDOT STATE ROADS TO BE APPROVED BY NCDOT THIS PREVENTS THE UP -STREAM D.I. SLIP PRIOR TO CONSTRUCTION. PIPE MATERIAL AND THICKNESS MAY VARY. JOINT FROM BEING PULLED APART. 7. THE CONTRACTOR SHALL ALLOW SUFFICIENT LENGTHS OF PIPE TO EXTEND PAST THE TERMINATION POINT HDPE/MJ TRANSITION ASSEMBLY TO ALLOW FOR CONTRACTION. PULLED HDD PIPE SHALL BE ALLOWED TO RELAX 7 DAYS OR THE AMOUNT OF TIME RECOMMENDED BY THE MANUFACTURER PRIOR TO MAKING CONNECTIONS. 8. FUSIBLE PVC HAS BEEN APPROVED FOR USE WiTHIN NCDOT RIGHT-OF-WAYS AND ON DIRECTIONAL DRILL BRUNSWCK COUNTY WATER MAINS FOR HORIZONTAL DIRECTIONAL DRILLS GREATER THAN 500'. CONTACT BRUNSWICK COUNTY ENGINEERING DEPARTMENT FOR REVIEW OF PLANS AND DETAIL WS-4 APPROVED FOR USE 9. MINIMUM OF (3) RESTRAINED JOINTS ARE REQUIRED UPSTREAM AND DOWNSTREAM OF HDPE/PVC M J ADAPTER ON EACH END OF THE HORIZONTAL DIRECTIONALLY DRILLED PIPE UNLESS OTHERWISE APPROVED BY BRUNSWICK COUNTY. k FEB 14 2012 1 C W REVISIONS 7— Description \111\1111111 //,� A, / �N CAR I\ Q ESSIAR gI_ .. S E A L �T 'A. 17374 40 %, GRE0 /01111 111\ \ DATE 02-02-12 DESIGN PGT DRAWN EJW C20 SHEET 21 OF 21 11023